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2055 CORTE DEL NOGAL; ; CB062009; Permit
11-14-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB062009 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2055 CORTE DEL NOGAL CBAD Tl 2130610800 $89,250 00 Sub Type Lot# Construction Type Reference # SPEC BUILDING 2,550 SF NEW OFFICE INDUST 0 NEW Applicant DALE LEONARDO 3578 30TH STREET SAN DIEGO CA 92117 Status Applied Entered By Plan Approved Issued Inspect Area Plan Check* ISSUED 07/14/2006 MDP 11/14/2006 11/14/2006 Owner S D C CORTE L L C 7065 EL CAJON BLVD SAN DIEGO CA 92115 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 $508 06 Meter Size $0 00 Add'l Reel Water Con Fee $330 24 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $1874 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $8250 $000 $000 $000 $000 $000 9? $939 54 Total Fees $939 54 Total Payments To Date $939 54 Balance Due $000 BUH1DING PLANS -V_ IN STORAGE ATTACHED Inspector FINALAPPRO} Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any 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 acton 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 tees/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 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad CA 92008 001 32 PLAN CHECK NO EST VAL ''"7 O. &C& ~ Plan Ck Deposit Validated By Date - 1 PROJECT INFORMATION Address (include Bldg/Suite#)Business Name (at this address) g^Vy <& Vj^sloaJb•¥Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessors Parcel # 0? Proposed Use Description of Work CONTACT PERSON SQ FT^ 2^-OfiH i^fjF3if4rent from applicant)/ # of Stones # of Bath Name Address City State/Zip Telephone # 3 APPLICANT D Contractor O Agent for Contractor D Owner Kf*Agent for Owner' Fax# / Name PROPERTY "OWNER Address City State/Zip Telephone # City State/Zip Telephone*Name (J Address 5 CONTRACTOR - COMPANY NAME (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter, improve, demolish or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractors 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 [$500]) Name >»] i State License # &*_ Designer Name State License # HIC><JO Address License Class Address & City City "^ State/Zip City Business License # Q \ State/Zip Telephone # rf> ' Telephone # 6 WORKER'S COMPENSATION Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations yi. 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 p- I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance earner and policy number are Insurance Company PolicyNo. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 9- 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^kcure workers' compensation coverage is unlawful and shall subject an employer to criminal penalties and cnnl fines up to one hundred thousand dollars($100 OOdtk inffldflition to tha/costobf£pmunsation damages are provided for in Section 3706 of the Labor Code interest and attorney's f SIGNATURE yTflpfr^ fl/**' ,7~" OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason D I, as owner of the property or my employees with wages as their sole compensation, will d the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) D I as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractors 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) D I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and matenals for construction of the proposed property improvement DYES D NO 2 I (have/have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / /ontractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE WHITE Rle YELLOW Applicant PINK Finance PERMIT APPLICATION • i CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad CA 92008 Page 2 of 2 COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration for or nsk management and prevention program under Sections 25505 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act' D YES ID 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 U' NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' D YES B NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE 8 CONSTRUCTION LENDING AGENCY " ~ " " " ~ " I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code) LENDERS NAME LENDERS ADDRESS 9 APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City 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, JUDGEMENTS, COSTS AND OSHA An OSH A permit is required for excavations of 5 0* deep and demolition or construction of structures over 3 stones in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 10644 Uniform Building Code) APPLICANT S SIGNATURE /. AL^-^ DATE 0 ^1 l3lO6 WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 03/07/2007 Permit* CB062009 Title SPEC BUILDING Description 2,550 SF NEW OFFICE Inspector Assignment PC 2055 CORTE DEL NOGAL Lot 0 Type Tl Sub Type INDUS! Job Address Suite Location OWNER S D C CORTE L L C Owner S D C CORTE L L C Remarks Total Time Phone 6194540399 Inspector Requested By TOM Entered By CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment \ Comments/Notices/Holds Associated PCRs/CVs Original PC# Date 01/18/2007 01/18/2007 01/18/2007 01/17/2007 01/17/2007 01/17/2007 01/03/2007 12/20/2006 12/20/2006 12/20/2006 12/15/2006 12/13/2006 11/21/2006 Inspection History Description 14 34 44 14 34 44 17 13 15 18 17 84 11 Frame/Steel/Bolting/Weldmg Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Shear Panels/HD's Roof/Reroof Exterior Lath/Drywall Interior Lath/Drywall Rough Combo Ftg/Foundation/Piers Act AP AP AP CO CO CO AP AP AP AP PA PA AP Insp PC PC PC RB RB RB PC PC PC PC TP PC PC Comments SEE LIST SEE NOTICE remainder walls and lid INT ELEV SHAFT AND EQUIP RM WALLS AND HARD ELEVATOR PIT LID AREAS City of Carlsbad Bldg Inspection Request For 01/18/2007 Permit# CB062009 Title SPEC BUILDING Description 2,550 SF NEW OFFICE Inspector Assignment PC 2055 CORTE DEL NOGAL Lot 0 Type Tl Job Address Suite Location APPLICANT DALE LEONARDO Owner S D C CORTE L L C Remarks Sub Type INDUS! Phone 6194540399 Inspector Total Time Requested By TOM Entered By CHRISTINE CD Description 34 Rough Electric 44 Rough/Ducts/Dampers Act Comment Comments/Notices/Holds Associated PCRs/CVs Original PC# Date 01/03/2007 12/20/2006 12/20/2006 12/20/2006 12/15/2006 12/13/2006 11/21/2006 11/21/2006 Inspection History Description 17 Interior Lath/Drywall 13 Shear Panels/HD's 15 Roof/Reroof 18 Exterior Lath/Drywall 17 Interior Lath/Drywall 84 Rough Combo 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam Act AP AP AP AP PA PA AP AP Ins; PC PC PC PC TP PC PC PC Comments remainder walls and lid INT ELEV SHAFT AND EQUIP RM WALLS AND HARD LID AREAS ELEVATOR PIT CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE (760) 602-2700 1635 FARADAY AVENUE DATE I-' / 7 LOCATION /7 ^S" (.—ry TIME /' PERMIT NO ( rt; </#/ jtS-s '' -t-''s &? r x-x-.^ ,-7 /*XX /'' as - ^< FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? . __ I YES FOR FURTHER INFORMATION, CONTACT r-J /?PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 01/17/2007 Permit* CB062009 Title SPEC BUILDING Description 2,550 SF NEW OFFICE Inspector Assignment PC 2055 CORTE DEL NOGAL Lot 0 Type Tl Sub Type INDUS! Job Address Suite Location APPLICANT DALE LEONARDO Owner CORTE DEL NOGAL ASSCS L L C Remarks Phone 6194540399 Inspector Total Time CD Description 34 Rough Electric 44 Rough/Ducts/Dampers Requested By TOM Entered By CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# Date 01/03/2007 12/20/2006 12/20/2006 12/20/2006 12/15/2006 12/13/2006 11/21/2006 11/21/2006 Inspection History Description 17 Interior Lath/Drywall 13 Shear Panels/HD's 15 Roof/Reroof 18 Exterior Lath/Drywall 17 Interior Lath/Drywall 84 Rough Combo 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam Act AP AP AP AP PA PA AP AP Insp PC PC g PC PC TP PC PC PC Comments remainder walls and lid INT ELEV SHAFT AND EQUIP RM WALLS AND HARD LID AREAS ELEVATOR PIT CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE 7"TIME LOCATION PERMIT NO 4*/ /^ tst •f- C^e / '/** A. FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? I i YES FOR FURTHER INFORMATION, CONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER EsGii Corporation In (partners/lip with government for (RuitdinQ Safety DATE November 8, 2O06 OAPPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 06-2OO9 SET III PROJECT ADDRESS 2055 Corte Del Nogal PROJECT NAME T.I. for Palomar Airport Business Park XI 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 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 (by ) Fax # Mail Telephone Fax In Person REMARKS By Abe Doliente Enclosures Esgil Corporation D GA D MB D EJ D PC 10/31/06 trnsmtldot 9320 Chesapeake Dnvc. Suite 208 * Son Dieuo, California 92123 * (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In Partnership with government for (BuiUing Safety DATE October 13, 20O6 a APPLICANT JURISDICTION Carlsbad u PLAN REVIEWER a FILE PLAN CHECK NO 06-2009 SET II PROJECT ADDRESS 2O55 Corte Del Nogal PROJECT NAME T.I. for Palomar Airport Business Park 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 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 I | The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Leonardo Dale 3578 30th Street, San Diego, CA 92117 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 Leonardo Dale Telephone # 619/236-0595 X - 310 Date contacted /op/^ (byjf^) Fax # 619-236-0557 Mail ~xTelephone Fax-/ln Person REMARKS By Abe Doliente Enclosures Esgil Corporation D GA D MB IE] EJ D PC 10/5/06 trnsmtldot 0320 Chesapeake Drive, Suite 208 + San Diego, California 9212? * (858)560-1468 + Fax (858) 560-1576 Carlsbad 06-2OO9 October 13, 2006 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO O6-2009 PROJECT ADDRESS 2055 Corte Del Nogal SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 10/5/06 October 13, 2006 REVIEWED BY Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit new complete sets of prints to THE JURISDICTION'S BUILDING DEPARTMENT B To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? QYes QNo Carlsbad O6-2O09 October 13, 2O06 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions Please include the California license number, seal, date of license expiration and date plans are signed Business and Professions Code This is a reminder to check final sets of plans for signatures. 4 When two exits are required, dead end corridors are limited to 20 feet Section 1004 2 6 There is a dead end condition at the second floor 8 Exit doors should swing m the direction of exit travel when serving any hazardous area or when the area served has an occupant load of 50 or more Section 1003 315 Recheck the doors from the existing office, (door between grid line 1 & 2 and door between grid line 4 & 5.) 9 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans 12 Please see the following corrections for electrical, energy, plumbing and mechanical 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 Abe Doliente at Esgil Corporation Thank you Carlsbad 06-20O9 October 13, 2OO6 ELECTRICAL, ENERGY, PLUMBING, and MECHANICAL CORRECTIONS PLAN REVIEWER: Eric Jensen MECHANICAL (2000 UNIFORM MECHANICAL CODE) The response to the following is "NA"9 Why is that9 1 The existing fan coil location, first floor near the lobby/stairwell needs clarification It appears to be installed in the corridor wall rating, if not SFD dampers are missing, if so, the corridor rating is compromised'? 2 The second floor corridor, again near the stairway has an unprotected register or wall opening Please review Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans EsGil Corporation In Partnership with government for Quitting Safety DATE July 27, 2OO6 a APPLICANT JURISDICTION Carlsbad /a PLAN REVIEWER a FILE PLAN CHECK NO 06-2009 SET I PROJECT ADDRESS 2055 Corte Del Nogal PROJECT NAME T.I. for Palomar Airport Business Park The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I | The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person 1X1 The applicant's copy of the check list has been sent to Leonardo Dale 3578 30th Street, San Diego, CA 92117 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 Leonardo Dale Telephone # 619/236-0595 X-310 Date corseted m^ (by f> ) Fax # (tt*f-&&-G£Sf) Mailj^fTelephone^-/ Faxw/ In Person REMARKS By Abe Doliente Enclosures Esgil Corporation D GA D MB |EI EJ D PC 7/17/06 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 06-20O9 July 27, 20Q6 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO O6-20O9 OCCUPANCY B JURISDICTION Carlsbad USE Offices TYPE OF CONSTRUCTION V-N ACTUAL AREA Office T I - 2,570 SF ALLOWABLE FLOOR AREA 48,000 SF STORIES 2 HEIGHT SPRINKLERS'? Yes REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED July 27, 2OO6 OCCUPANT LOAD 26 (T I only) DATE PLANS RECEIVED BY ESGIL CORPORATION 7/17/06 PLAN REVIEWER Abe Doliente 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 Carlsbad O6-2O09 July 27, 2O06 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions Please include the California license number, seal, date of license expiration and date plans are signed Business and Professions Code 2 Indicate the use of all spaces adjacent to the area being remodeled or improved 3 The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled See the attached correction sheet Title 24 4 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 5 Exit signs are required whenever two exits are required Show all required exit sign locations Section 1003 282 6 If exit signs are required, provide the following notes on the plans, per Section 1003282 a) Exit signs shall be located as necessary to clearly indicate the direction of egress travel No point shall be more than 100 feet from the nearest visible sign b) Exit signs shall be readily visible from any direction of approach 7 Show the locations of existing exits from the building and show the path of travel from the remodel area to the existing exits Carlsbad O6-2OO9 July 27, 2OO6 8 Exit doors should swing in the direction of exit travel when serving any hazardous area or when the area served has an occupant load of 50 or more Section 10033 1 5 • FOUNDATION 9 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (when required by the soil report) 10 The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report" 11 Provide lateral analysis of the addition • MISCELLANEOUS 12 Please see the following corrections for electrical, energy, plumbing and mechanical 13 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 14 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a 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 Abe Doliente at Esgil Corporation Thank you Carlsbad O6-2OO9 July 27, 2OO6 ELECTRICAL, ENERGY, PLUMBING, and MECHANICAL CORRECTIONS PLAN REVIEWER: Eric Jensen ELECTRICAL (2002 NATIONAL ELECTRICAL CODE) 1 The outside lighting circuiting must comply with the Oct 05 revisions See energy below for required revisions PLUMBING (2000 UNIFORM PLUMBING CODE) • No plumbing submitted or required MECHANICAL (2000 UNIFORM MECHANICAL CODE) 2 The existing fan coil location, first floor near the lobby/stairwell needs clarification It appears to be installed in the corridor wall rating, if not SFD dampers are missing, if so, the corridor rating is compromised'? 3 The second floor corridor, again near the stairway has an unprotected register or wall opening Please review ENERGY CONSERVATION 4 Provide plans, calculations and worksheets to show compliance with current energy standards The energy packet itself is missing from this plan check 5 Include all "Parts" of energy forms ENV-1-C, MECH-1-C, and LTG-1-C, OLTG-1- C onto the plans 6 T-bar ceilings Insulation may not be installed on the top of t-bar ceilings for energy compliance Exception Conditioned space not exceeding 2,000 square feet with an average height of the space between the ceiling and the roof greater than 12' may use the t-bar insulation for energy compliance (118(e)) 7 Specify the following mandatory measures and provide the electrical design for the exterior lighting • All outdoor luminaries with lamps rater over 100 watts must have a lamp efficacy of at least 60 lumens/watt or be controlled by a motion sensor (mercury vapor & large incandescent do not comply) • Cut-off shielding for outdoor luminaries rated greater than 175 watts • The method of providing automatic shut-off controls (and) • The method of providing multilevel switching 8 Include complete exterior site lighting calculations to show compliance with the maximum illumination levels for general site illumination and for specific lighting application locations It's not very clear what pole lights are "new" and which are "existing" Carlsbad 06-2O09 July 27, 2006 Note- If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2001 edition of California Building Code, Title 24 Per Section 1011711, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities NOTE All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24 . REMODELS. ADDITIONS AND REPAIRS 1 When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B 2 These requirements apply as follows a) The area of specific alteration, repair or addition must comply as "new" construction b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features d) Existing drinking fountains (if any) must be shown to comply with all accessibility features e) Existing public telephones (if any) must be shown to comply with all accessibility features Carlsbad 06-2009 July 27, 2006 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 06-2009 PREPARED BY Abe Doliente DATE July 27, 2006 BUILDING ADDRESS 2055 Corte Del Nogal BUILDING OCCUPANCY B TYPE OF CONSTRUCTION V-N BUILDING PORTION Office, T 1 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) 2570 cb Valuation Multiplier 3437 By Ordinance Reg Mod VALUE ($) 88,331 88,331 Bldg Permit Fee by Ordinance 1 Plan Check Fee by Ordinance ^ j Type of Review 0 Complete Review Repetitive Fee •l Repeats D Other i—i Hourly Structural Only Hour Esgil Plan Review Fee $495 21 $321 89 $277 32 Comments Sheet 1 of 1 macvalue doc » D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Address5V $k03 n ^R£ S 5 S o uO 4) 6 u Planner ^_^ APN ^(— ' « Type of Prauect 0 Zoning jf\ CFD (in/out) # >> n Circle One*t%%.0 Gjea Fisher 1^>*-P)&1 "/) & Use &-£&*> General Plan frir Date of participation A Phone (760) 602- \^ •?* Net Project Density _7^- Facilities Manaqement Zone Remammq net dev acres (For non-residential development Type of land permit 4629 DU/AC' .:^_" used created by this ) Legend Item Complete ] Item Incomplete - Needs your action <f -s*Environmental Review Required. YES NO X. TYPE DATE OF COMPLETION I Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO PROJECT NO OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval D n Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES_ CA Coastal Commission Authority7 YES. NO NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Habitat Management Plan Data Entry Completed7 YES If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE') Inclusionary Housing Fee required1 YES N (Effective date of Inclusionary Housing Ordinance - May/21, 1993 ) Data Entry Completed7 YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB O Ca " ADDRESS RESIDENTIAL DATE ^o TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (<$10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE Cocs/Misforms/Plannmg Engineenng Approvals Carlsbad Fire Department BUILDING DEPT. COPY Plan Review Requirements Category TI, INDUST Date of Report 08-02-2006 Reviewed by Name Address Permit # CB062009 Job Name SPEC BUILDING Job Address 2055 CORTE DEL NOGAL CBAD 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, with changes "clouded", to this office for review and approval Conditions: Cond CON0001570 [MET] ** APPROVED THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW Entry 08/02/2006 By GR Action AP MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers n STRUCTURAL CALCULATIONS Project: Palomar Airport Business Park Renovation 2055 Corte Del Nogal Carlsbad, California 92008 Prepared for: MPA Architectural Group 3578 30th Street San Diego, California 92104 Project No.: 06087 Date: July 11, 2006 335 15th Street San Diego, California 92101 Tel. (619) 53 ™ o^f MIKE SURPRENANT L, t\\t^ \ '^^^p « A (11-i.i-fc.^T A» • ii u-i SHFFT Mfl 1if V if & AsbCJClATIia i-i \±&^ Consulting Structural Engineers rAirniATpriBv^-^-Fv=T" SCAI F DESIGN LOADS MATERIAL: ROOF SLOPE: DEAD LOAD ROOFING MATERIAL SHEATHING RAFTERS/CJ (or) TRUSSES INSULATION DRYWALL OTHER (ELEC , MECH , MISC ) TOTAL DEAD LOAD LIVE LOAD TOTAL LOAD FLOOR MATERIAL: DEAD LOAD /«o\ieAe<-e pA^-rmaw uwv FLOORING FINISH LT WEIGHT CONCRETE ( in ) SHEATHING JOISTS . .. . DRYWALL OTHER (ELEC , MECH , MISC ) TOTAL DEAD LOAD LIVE LOAD TOTAL LOAD EXTERIOR WALL FINISH: STUDS , DRYWALL INSULATION EXTERIOR FINISH OTHER TOTAL LOAD INTERIOR WALL STUDS DRYWALL OTHER TOTAL LOAD: OF DATF DATF CASE1 Buii--r.oP/>,v>#3*>J<- FLAT *o PSF 15 40 15 25 05 ^0 PSF 2o 0 PSF 35 .0 PSF FLOOR FAK-e- T>L£$ k IS o 4 o PSF —20 35 25 30 3tf 0 PSF 5« 0 PSF 80 .0 PSF 10 PSF 25 15 0 10 .0 PSF or,C" i CASED PSF 15 40 15 25 05 0 PSF 0 PSF .0 PSF DECK PSF 20 35 25 30 0 PSF 0 PSF .0 PSF 10 PSF 25 15 0 10 .0 PSF 10 PSF 50 LQ PSF Mike Surprenant job o £ o g-7 & Associates sheet NO Of_ .;•-'-; r. .^pa-,._ Consulting Structural Engineers Calculated by Date _ Checked by Date . Scale PROJECT SCOPE a Provide vertical load calculations for a proposed approximate 2500 square foot two story addition to a two-story commercial building at the Palomar Airport Business Park in Carlsbad, California Residence to be constructed utilizing primarily wood-frame and steel construction Use existing roof framing, and the foundation system to consist of a concrete slab-on-grade with deepened perimeter footings A soils report was provided for this project by Christian Wheeler Engineering Therefore, the foundation design will be based on the aforementioned soils report These calculations have been prepared for the exclusive use of MPA Architects INC and their design consultants for the specific site listed above Should modifications be made to the project subsequent to the preparation of these calculations, Mike Surprenant & Associates should be notified to review the modifications with respect to the recommendations/conclusions provided herein, to determine if any additional calculations and/or recommendations are necessary Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with generally accepted engineering principles and practices JOB. x^T|-j^ —rt^hi <; |. •**! ^3•i__> y ^ MIKE SURPRENANT RHPFT Mn OF ^ ' I ~ & ASSOCIATES ~ „„_„ =a^. ._ Consulting Structural Engineers - -' CHFnKFDRY HATS srAi F GOVERNING CODE: CONCRETE: MASONRY. MORTAR- GROUT. REINFORCING STEEL: STRUCTURAL STEEL- WELDING: SAWN LUMBER: I-JOISTS: MICROLLAMS/ PARALLAMS/ TIMBERSTRAND GLULAMS: SOIL: DESIGN CRITERIA SUMMARY 2001 C B.C. f c = 2500 PSI, NO SPECIAL INSPECTION REQ'D, (UNO) ASTM C90, f m = 1500 PSI, NO SPECIAL INSPECTION REQ'D, (UNO) ASTM C270, f c = 1800 PSI, TYPE S ASTM C476, f c = 2000 PSI ASTM A615, Fv = 40 KSI FOR #3 AND SMALLER ASTM A615, Fy = 60 KSI FOR #4 AND LARGER (UNO) ASTM A992, Fv = 50 KSI (ALL 'W' SHAPES, ONLY) ASTM A36, Fy = 36 KSI (STRUCTURAL PLATES, ANGLES, CHANNELS) ASTM A500, GRADE B, Fy = 46 KSI (STRUCTURAL TUBES-HSS) ASTM A53, GRADE B, Fy = 35 KSI (STRUCTURAL PIPES) E70-T6-TYP FOR STRUCTURAL STEEL E90 SERIES FOR A615 GRADE 60 REINFORCING BARS DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 1997 UBC TrusJoist MacMiIlan - ICBO PFC-4354 (TJI & TJI/PRO MEMBERS) TrusJoist MacMillan - ICBO PFC-4354 - (LVL/PSL/LSL MEMBERS) DOUGLAS FIR OR DOUGLAS FIR/HEM GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F-V8 (CANTILEVERS) EXISTING NATURAL SOIL VALUES PER UBC TABLE 18-I-A SOIL CLASSIFICATION - SOILS REPORT BY " DATED 4D-CC05. ALLOWABLE BEARING PRESSURE ACTIVE SOIL PRESSURE (CANTILEVER) ACTIVE SOIL PRESSURE (RESTRAINED) PASSIVE SOIL PRESSURE COEFFICIENT OF FRICTION _PSF PCF PCF PCF MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO .OF_ CALCULATED BY_ CHECKED BY SCALE DATE. DATE. ROOF DEAD LOAD ROOFING MATERIAL SHEATHING RAFTERS/CJ (or) TRUSSES INSULATION DRYWALL OTHER (ELEC , MECH , MISC ) TOTAL DEAD LOAD LIVE LOAD TOTAL LOAD FLOOR DEAD LOAD FLOORING FINISH LT WEIGHT CONCRETE ( in) SHEATHING JOISTS DRYWALL OTHER (ELEC , MECH , MISC ) TOTAL DEAD LOAD LIVE LOAD TOTAL LOAD EXTERIOR WALL STUDS DRYWALL INSULATION EXTERIOR FINISH OTHER TOTAL LOAD INTERIOR WALL STUDS DRYWALL OTHER TOTAL LOAD: DESIGN LOADS CASEl MATERIAL: *» '-T ^p '•••> ®*-': SLOPE: FLAT Sro pSp 15 40 15 25 05 '^ 0 PSF 2° 0 PSF 35 .0 PSF FLOOR MATERIAL: PAjte- TH_£$ *oM£Aei-E PAf-Tvno.J I*A* ISO 4 o PSF —20 35 25 30 3o 0 PSF 5" 0 PSF BO .0 PSF FINISH: 10 PSF 25 15 0 10 .0 PSF CASE II PSF 15 40 15 25 05 0 PSF 0 PSF .0 PSF DECK PSF 20 35 25 30 0 PSF 0 PSF .0 PSF 10 PSF 25 15 0 10 .0 PSF 10 PSF 50 10 PSF JOB. '. J- ''l^J^ iVUJVU iUKi'JRir \n & ASSOCL _r*i \sStv Consulting Structui J1INAIN 1 -c. 7 cj •al Engineers r.u r.i i| ATPO pv HATF SRAIP HORIZONTAL MEMBER DESIGN LEVEL: £oof MEMBERS: f?f /<'- LABEL: £&~l SPAN= l~7 D UNIFORM LOAD D POINT LOAD (CENTERED) 0 CUSTOM LOADING (SEE DIAGRAM) W,= p, = \nfco*--1 i^s** • t-^*0*- \TJSE: VZ-ii '3 G-i-wUM GRADE: ALT: GRADE: FT. ' n . i / • x^ / X R,- IZ711 lbs R,,= '«<1|l lbs VMAX= in^-1 lbs E = \<>*a ksi MMAX= tf^Se ft-Ibs IRBQTJ = "«" in4 C: C: LABEL: t&'Tr SPAN= »"> l^f UNIFORM LOAD D POINT LOAD (CENTERED) D CUSTOM LOADING (SEE DIAGRAM) Wl = 1 ? w 1 M PI = c-/ l«USE: 58y l» 6wu« GRADE: ALT: GRADE: FT. X X ' X R,i= I3M3 lbs R^= )1*1 lbs VMAX= 13M"? ibs E = 'b°° ksi MMAX= S"^0? ft.lbs IREOV = 2-»1 in4 C: C: LABEL: ^"^ SPAN= Ifc D UNIFORM LOAD D POINT LOAD (CENTERED) 0 CUSTOM LOADING (SEE DIAGRAM) 1X7 i -i ?#/ AWi= \ i-> /-r-1 W2 = \ USE: ^'H)t^ 6^>ll>^^ GRADE: ALT: GRADE: FT. , P, * _ _ I' Si S ' ' X R,= ^40f lbs RD= «^^ lbs VMAX= 8HOlt' lbs E = IfcoO ksi MMAX= fc3l£_C ft-lbs IREO-D = I?W m4 C: C: ^jlr^r81 mKE SURPRENANTl\\f^ \ "TS o. A CCfV^T ATTBC SHPfT NOIf V IJil ot AoovA^lAl Ho i^ Vfe^ Consulting Structural Engineers CALCULATED BY r.HFC-KPn RY sriAtp Lc/VEjL*: MEMBERS: 8£M LABEL: £&'L' SPAN= 70 FT. D UNIFORM LOAD , D POINT LOAD (CENTERED; \ El CUSTOM LOADING (SEE DIAGRAM) Wi= ;^ j-1* Jf ?> P / -j Pj = 1\\h'h3i P2 = RL = VMAX- '• MMAX= USE: I^L\ i> S^^GRADE: C: ALT: GRADE: C: LABEL: SPAN= FT. D UNIFORM LOAD D POINT LOAD (CENTERED) D CUSTOM LOADING (SEE DIAGRAM) Wi- 7 Pl = P2 = RL = . VMAX = MMAX= USE: GRADE: C: ALT: GRADE: C: LABEL: SPAN= FT. D UNIFORM LOAD D POINT LOAD (CENTERED) D CUSTOM LOADING (SEE DIAGRAM) W2 =Pl = P2 = RL = . VMAX = MMAX= USE: GRADE: C: ALT: GRADE: C: d> OP ^-^ OATF OATF 1 V,i ii.i4-i.ilii I . L | Jj f 6. V 1 s& •**£ It^lo ]5S RD_ 7Tt? ibs 18330 ibs E = IbCO ksi ?t5lo ft-lbs IREO-D = "52^>1 in4 ^ /s Ibs Ro = lbs lbs E = ksi ft-lbs IiiEO'D = m4 ^ fS lbs RD = lbs lbs E = ksi ft-lbs IREQ'D = in4 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB.&£(?£ / SHEET NO .7 OF.Z3 CALCULATED BY_ CHECKED BY SCALE DATE. DATE. LEVEL: futof- MEMBERS: ?£<^ LABEL: *tr 1 D UNIFORM LOAD D POINT LOAD (CEN P CUSTOM LOADIN /•szWVs^O J PI = 1 M St<3 * I „ 0-1 I USE: IHV'Z-ZZ&I ALT: SPAN= ^ FT. ITERED) '•?SA '^o. :••• -- z,5^c- >-— ^ • ° < / R.= ?2-\^ Ibs VMAX= %<B-^H^ Ibs MMAX= 1ff\^y ft-lbs 'ULrGRADE: C: GRADE: C: i t f R0=3<B7(-'T Ibs E = !fc<50 ksi IREO-D = I*3" in4 LABEL: Pfc-2, B UNIFORM LOAD D POINT LOAD (CEN D CUSTOM LOADIN( w (20* ^ H.*«> Pi = P2 = USE: *>*> °\ **-L ALT: SPAN= 14 FT. TERED) "7 R. = 2 ^ 8° Ibs VMAX= '&>*£> Ibs MMAX= ^S^o ft-lbs "^ GRADE: C: GRADE: C: , RD= Zl.'*0 Ibs E = lfe>«o ksi IREO'D = "Z-*>'i in4 LABEL: £#' ^> D UNIFORM LOAD D POINT LOAD (CEN (3 CUSTOM LOADINC P2 = USE: ^ x ' ^ ^ ALT: SPAN= 1°! FT. IERED) / Q - -•_ — fr [1 "fr" R,= 100-2- Ibs VMAX= ^79 ibs MMAX= liot-c ft-lbs ^ GRADE: C: GRADE: C: i •f [, 4 ^^ ' RB = ! 1 7 g Ibs E = 'fe0^ ksi IREO'D = "J7£ m4 MIKE SURPRENANT Consulting Structural Engineers SHEET NO . a 2, -7 CALCULATED BY_ CHECKED BY SCALE DATE. DATE- MEMBERS: g M"^ LABEL: l'G'4 SPAN= J4 FT. fe£ UNIPORMLOAD ^ /tff>/, D POINT LOAD (CENTERED) nv/ * i ,*,; L~ A*> ~tV)^ 4 Pi = PI = R,= /VOO lbs VMAX= 1^0 lbs MMAX= /4f5~Q ft-lbs USE: Alt' /2-K" W GRADE: C: ALT: GRADE: C: LABEL: PI'S SPAN= ^ FT. PI UNIPORMLOAD W( D POINT LOAD (CENTERED) 4 f ->2 ' p? = / ^ - fl'To /b^: R,,- |f/0 ibs VMAX= ^*70 lbs MMAX= flClOO ft-lbs USE: MC (Kf^ GRADE: C: ALT: GRADE: C: LABEL: f&-(f SPAN= /f FT. D UNIPORMLOAD D POINT LOAD (CENTERED) 4 /?' 1_ Dyit •<< r '^ ^ 7' W2 = Pj = j - "!?4~*"70 /**5 RI, = lbs ] *"R " ' ' VMAX- bllO lbs ) MMAX= f6400 ft-lbs 1 USE: Mtllf W GRADE: C: ALT: GRADE: C: J /s R»= l^OV lbs E = ?• ? "^ ksi [REO'D = ~ in4 p •4 v A , / ^ R, = ft^6 lbs E = 21000 ksi [REO'D = "~ in4 j?, (A/, kJ J f £ / X !U= ?7^ lbs E = 2- f *»ff ksi REO'D = "~ in4 -<TljWsj> MIKE SURPR ir XTf & ASSOCI/ p^i Vr^i ,. Consulting Structur LEVEL: MEMBERS: LABEL: F6-7 SPAN= ^~"> O kG%~.inn ENANT 1TTTC RHFFT K|(1illii al Engineers r.w p.i u &Tpn BV sr.4i P FT. D UNIFORM LOAD D POINT LOAD (CENTERED) XM\ D CUSTOM LOADING (SEE DIAGRAM) w!= ^ PI = z^#o USE: $4*15 6 LM UPGRADE: ALT: GRADE: RL = VMAX = MMAX= C: C: °i OF "^ HATE nATE I'' J 4 A 4 I 1- - «d i> i h. ^ Mtl^ Ibs R»= 31^5 ibs M1!1^ Ibs E = Itov ksi •2,-Z-t(?0 ft-lbs luEO'D = \144 in4 LABEL: ffc-fc SPAN= 1^ D UNIFORM LOAD D POINT LOAD (CENTERED) ^ CUSTOM LOADING (SEE DIAGRAM) Wi — \ i. _ — ' Pi = \-m P2 = q <^ 1 5. USE: SV^ 6-1. ^(^ GRADE: ALT: GRADE: FT. W, RL = . VMAX = MMAX= ""'• C: C: f' J'r 4 i. 4 ir— n "^ / L 1^ 34 7^* t>38> ibs Rp= 4^71 ibs &3ff3 ibs £=)*«» ksi >H 52^ ft.lbs ituso-D = I M 1 1 m4 LABEL: SPAN=FT. D UNIFORM LOAD D POINT LOAD (CENTERED) D CUSTOM LOADING (SEE DIAGRAM) W2 =Pl = USE: GRADE: ALT: GRADE: RL = _ VMAX = MMAX = C: C: / / Ibs R. = Ibs Ibs E = ksi ft-lbs IltEO'D = in4 Title Dsgnr Description Scope Job* Date 1017AM, 7JUL06 Rev 580005User KW 0603057 Ver 5 8 0 1 Dec-2003(0)1983-2003 ENERCALC Engineering Software~* - • Steel Beam Design Page 1 palomarairport ecw Calculations i ' ' Description FB-4 General Information — .-. ?-*,• ^•..•<;*v.y.-**'Si?T:£BriV3re::iB*'1w: ijj..~- . v • /:... -v- Steel Section : MC 12X40 Center Span Left Cant Right Cant Lu Unbraced Length Code Ref AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 34 00 ft 0 00 ft 0 00 ft 0 00 ft Pinned-Pmned Bm Wt Added to Loads LL&ST Act Together Fy Load Duration Factor Elastic Modulus 36 OOkst 125 29,000 Oksi Distributed Loads DL LL ST Start Location End Location #1 #2 #3 #4 #5 0050 0050 Notei Short Term Loads Are WIND Loads k/ft k/ftk/ft ft ft 1 Summary fj Using MC 12X40 section, Span = 34 00ft, Fy = 36 Oksi End Fixity ~ Pinned-Pmned, Lu = 0 00ft, LDF = 1 250 Moment 20 242 k-ft fb Bending Stress 6 228 ksi fb/Fb 0262 1 Shear 2 381 k fv Shear Stress 0 336 ksi fv / Fv 0 023 1 Allowable 77 220 k-ft 23 760 ksi 101 952 k 14 400 ksi Beam OK Static Load Case Governs Stress Max Deflection -0621 in Length/DL Defl 1,0222 1 Length/(DL+LL Defl) 6574 1 Force & Stress Summary \ «- These columns are Dead + Live Load placed as noted -» Max M + Max M- Max M @ Left M«x M @ Right - Shear @ Left Shear @ Right Center Defl left Cant Deft Right Cant Defl Query Defl @ Reaction @ Left Reaction @ Rt Maximum 20 24 k-ft .- 238k 238k -0 621 m 0000 in 0000m 0000ft 238 238 DL Only 1302 1 53 1 53 -0399 0000 0000 0000 1 53 1 53 LL ® Center 2024 238 238 -0621 0000 0000 0000 238 238 LL+ST @ Center -0621 0000 0000 0000 238 238 LL (5) Cants 0000 0000 0000 0000 LL+ST <S) Cants k-ft k-ft k-ft k-ft k k 0 000 in 0 000 in 0 000 in 0 000 in k k Facalc'dperEq E2-1, K*L/r<Cc I Beam Passes Table B5 1, Fb per Eq F1-1, Fb = 0 66 Fy 1 Rev 5800051 User KW-0603057 Ver 5 8 0 1-Dec-2003 i (c)1 983 2003 ENERCALC Engmeenng Software Description FB-4 [Section Properties Depth Web Thick Width Flange Thick Area Xcg Dist Values for LRFD Design J Cw MC12X40 12000m 0 590 in 3 890 in 0 700 in 11 80m2 1040m 1 690 m4 336 00 m6 Steel Weight Ixx iyy Sxx Syy R-xx R-yy Zx zy K Title Dsgnr Description Scope Beam Design 40 08 #/ft 234 000 m4 14200 m4 39 000 m3 4 980 m3 4460 in 1 100 in 47 700 m3 9310 m3 1 313 in Job # 060^7 Date 1017AM, 7 ML 06 Page 2 palomarairport ecw Calculations Title Dsgnr Description Scope Job* O Date 10 17AM, 7 JUL06 Rev 580005 Us«r KW 0603057 Ver 5 8 0 1-Dec 2003(c)-t983-2003 ENERCALC Engineering Software Steel Beam Design Page 1 palomarairport ecw Calculations Description FB-5 i General Information -~?_,-™. ;, jtseu-.wi>'«H«.M!.-.. -*->«. ..' Steel Section MC12X40 Center Span Left Cant Right Cant Lu Unbraced Length Code Ref AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 32 00 ft 0 00 ft 1000ft 0 00 ft Pmned-Pinned Bm Wt Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 36 OOksi 125 29,000 Oksi Distributed Loads # 1 #2 #3 #4 DL LL ST Start Location End Location 0 050 0 050 32000 Note' Short Term Loads Are WIND Loads L 4* TO*rtkiW7't!ramii:iaHr><«»m #6 #7 k/ft k/ft k/ft ft ft Point Loads #1 #2 #3 #4 Notei Short Term Loads Are WIND Loads #6Dead Load 0 850 Live Load 0 850 Short Term Location 42 000 I Summary 1 Using MC12X40 section, Span End Fixity = Pmned-Pinned, Lu Moment fb Bending Stress fb/Fb Shear fv Shear Stress fv/Fv = 32 00ft, Fy = 360ksi, = 0 00ft, LDF = 1 250 19 004 k-ft 5 847 ksi 0246 1 2570k 0 363 ksi 0025 1 Left Cant = 000ft, Right Cant Allowable 77 220 k-ft 23 760 ksi 101 952 k 14 400 ksi k k k ft Beam OKStatic Load Case Governs Stress = 10 00ft Max Deflection 0 359 in Length/DL Defl 2,6330 1 Length/(DL+LL Defl) 6678 1 Force & Stress Summary Max M + Max M- Max M @ Max M @ Left Right Shear @ Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Maximum 19 00 k-ft 1 91 k 257k -0318 m 0000 m 0 359 m 0000ft <- These columns are Dead + Live Load placed as noted -» -1050 1 11 1 77 -01460000 -0055 0000 Reaction ©Left 191 111 Reaction @ Rt 4 94 3 02 Facalc'dperEq E2-1,K*L/r<Cc I Beam Passes Table B51, Fb per Eq F1 -1, Fb = 0 66 Fy LL @ Center 1306 -1050 -1050 1 91 257 -0318 0000 0122 0000 1 91 382 LL+ST ! Center LL+ST -0318 0000 0122 0000 1 91 382 -1900 085 209 0052 0000 -0359 0000 085 414 k-ft k-ft k-ft k-ft k k 0 052 in 0 000 in -0 359 in 0 000 m 085k 414k Title Dsgnr Description Scope r Rev 580005User KW-0603057 Ver 5 8 0 1-Dec 2003(c)1983 2003 ENERCALC Engineering Software—- <• *- Steel Beam Design Description FB-5 Job* Date 1017AM, 7 JUL 06 for » Page 2 palomarairport ecw Calculations ^Section Properties MC12X40 Depth 12000m Web Thick 0 590 in Width 3 890 in Flange Thick 0 700 in Area 1180m2 Xcg Dist 1 040 in Values for LRFD Design J 1 690 in4 Cw 336 00 m6 Weight Ixx lyy Sxx Syy R-xx R-yy Zx Zy K 4008 m 234 000 m4 14 200 m4 39 000 m3 4 980 m3 4460 in 1 100 in 47 700 m3 9310m3 1 313 in Rev 580005User KW-0603057 Vet 5 8 0 1-Dec 2003 (0)1983-2003 ENERCALC Engineering Software—.. t •• * »' > •» v•• -• •- -l • i -• '_ Description FB-6 Title Dsgnr Description Scope Steel Beam Design Job* ofe Date 1017AM, 7JUL06 Page 1 palomarairport ecw Calculations [General Information Steel Section . MC12X40 Center Span Left Cant Right Cant Lu Unbraced Length I Distributed Loads Code Ref AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 1800ft 000ft 1000ft 000ft Pinned-Pinned Bm Wt Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 36 OOksi 125 29,000 Oksi #1 #2 #4 #5 DL LL ST Start Location End Location 0050 0050 18000 28000 Note' Short Term Loads Are WIND Loads •£:*ir.rf.m&*'&&>i~'* ' •%'W^;:-^';->tXfiVW.? #6 #7 k/ft k/ft ft ft Point Loads Note' Short Term Loads Are WIND Loads Dead Load Live Load Short Term Location #1 2470 2470 #2 #3 #4 #5 #6 #7 28000 I Summary | Using MC12X40 section, Span = 18 00ft, Fy = End Fixity = Pinned-Pinned, Lu = 0 00ft, LDF = Actual Moment 56 404 fb Bending Stress 17355 fb / Fb 0 730 Shear fv Shear Stress fv/Fv 6325 0 893 0062 Beam OK Static Load Case Governs Stress = 36 Oksi, Left Cant = 0 00ft, Right Cant = 10 00ft = 1250 _ Allowable k-ft 77 220 k-ft Max DeflectIOn ksl 23760ks, Length/DLDefl Length/(DL+LL Defl) k 101 952 k ksi 14 400 ksi 1 1 299 in 3627 1 1848 1 fporce & Stress Summary Max M + Max M- Max M @ Left Max M@ Right Shear @Left Shear @ Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Maximum 56 40 k-ft 277k 633k 0285 m 0000 m 1 299 m 0000ft Reaction @ Left -2 77 Reaction @ Rt 9 84 Facalc'dperEq E2-1,K*L/r<Cc I Beam Passes Table B51, Fb per Eq F1-1, Fb = 0 66 Fy «- These columns are Dead + Live Load placed as noted -» DL Only -2920 -2920 1 26 336 0141 0000 -0662 0000 -1 26 535 LL © Center -2920 -2920 126 336 0141 0000 -0662 0000 -126 535 LL+ST (5) Center 0141 0000 -0662 0000 -126 535 LL (3> Cants -5640 -5640 277 633 0285 0000 -1 299 0000 -277 984 LL+ST <3>. Cants k-ft k-ft k-ft k-ft k k 0 285 in 0 000 in -1 299 in 0 000 in -277 k 984 k Title Dsgnr Description Scope Rev 580005User KW-0603057 Ver 5 8 0 1 Dec-2003(c)1983 2003 ENERCALC Engmeenng Software ~ " Steel Beam Design Description FB-6 Job# Date 1017AM, 7JUL06 Page 2 palomarairport ecw Calculations [Section Properties MC12X40 Depth Web Thick Width Flange Thick Area Xcg Dist Values for LRFD Design J Cw 12 000 in 0 590 in 3 890 in 0 700 in 11 80m2 1 040 in Weight Ixx lyy Sxx Syy R-xx 1 690 m4 336 00 m6 Zx Zy K 40 08 #/ft 234 000 m4 14200 m4 39 000 m3 4 980 m3 4460 in 1 100 in 47 700 m3 9310 m3 1 313 in usinessTJ-Beam® 6 20 S6nat Number' 7005102660 Floor Joists for Palomar Airport Renovation Job # 06087 14"TJI®360@16"o/c fat THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -18'- Product Diagram is Conceptual. LOADS. Analysis is for a Joist Member Primary Load Group - Office Bldgs - Offices (psf) 50 0 Live at 100 % duration, 30 0 Dead, 20 0 Partition SUPPORTS 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 3 50" 2 25" 600 / 600 / 0 / 1200 3 50" 2 25" 600 / 600 / 0 /1200 Detail Other A3 Rim Board 1 Ply 1 1/4" x 14" 0 8E TJ-Strand Rim Board® A3 Rim Board 1 Ply 1 1/4" x 14" 0 8E TJ-Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s) A3 Rim Board DESIGN CONTROLS. Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) TJPro Maximum 1172 1172 5153 Design -1161 1172 5153 0239 0478 48 Control 1955 1202 7335 0440 0879 30 Control Passed (59%) Passed (98%) Passed (70%) Passed (L/882) Passed (L/441) Passed Location Rt end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 -Deflection Crrtena STANDARD(LL L/480.TL L/240) -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking -Bracmg(Lu) All compression edges (top and bottom) must be braced at 4' o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking The controlling span is supported by walls Additional considerations for this rating include Ceiling - None A structural analysis of the deck has not been performed by the program Comparison Value 1 77 ADDITIONAL NOTES -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ) TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by a TJ Associate -Not all products are readily available Check with your supplier or TJ technical representative for product availability -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY' PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above PROJECT INFORMATION OPERATOR INFORMATION Mike Bishop Mike Surprenant & Associates 335 15th Street San Diego, CA 92021 Phone (619)531-0757 Fax (619)531-0758 MikeBishop@(619) 531-0757 id Copyright © 2005 by Trus Joist, a Weyerhaeuser Business TJI© and TJ-Beam® are registered trademarks of Trus Joist e-I Joist*", Pro*" and TJ-Pro5** are trademarks of Trus Joist F \Pro3ects\2006\0608"7~MPA~Palornar Business Park\03-Engineenng\Calc Templates\flocr joists sms 0WT''A VCfeverhaeustr Floor Joists for Palomar Airport Renovation Job # 06087 14" TJI® 360 @ 1 6" O/C Ew3rslS56P2oie THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group Primary Load Group " 17' 7 00" * Max Vertical Reaction Total (Ibs) 1200 1200 Max Vertical Reaction Live (Ibs) 600 600 Selected Bearing Length (in) 2 25(W) 2 25(W) Max Unbraced Length (in) 48 Loading on all spans, LDF = 0 90 , 10 Dead Shear at Support (Ibs) 581 -581 Max Shear at Support (Ibs) 586 -586 Member Reaction (Ibs) 586 586 Support Reaction (Ibs) 600 600 Moment (Ft-Lbs) 2576 Loading on all spans, LDF = 1 00 , 10 Dead +10 Floor Shear at Support (Ibs) 1161 -1161 Max Shear at Support (Ibs) 1172 -1172 Member Reaction (Ibs) 1172 1172 Support Reaction (Ibs) 1200 1200 Moment (Ft-Lbs) 5153 Live Deflection (in) 0 239 Total Deflection (in) 0 478 PROJECT INFORMATION OPERATOR INFORMATION Mike Bishop Mike Surprenant & Associates 335 15th Street San Diego, CA 92021 Phone (619)531-0757 Fax (619)531-0758 MikeBishop@(619) 531-0757 id Copyright O 2005 by Trus Joist, a Weyerhaeuser Business TJI© and TJ-Beam© are registered trademarks of Trus Joist e-I Joist1", Pro*" and TJ-Pro™ are trademarks of Trus Joist F \Pro^ects\2006\06087-MPA~Palomar Business Park\03-Engineering\Calc TemplatesXfioor joists sms Title Dsgnr Description Scope Job # Date 349PM, 6 JUL 06 Rev 580008User KW-0603057 Ver 5 8 0 1-Dec-2003 (c) 1983-2003 ENERCALC Engineering Software - •-. v,.^«^...,...^..i..;»»..-.. .n:*.. -,. ..VJH. -.-.--l.:!*^..-. - ..... Steel Column Description downstairs column Page 1 palomaratrport ecw Calculations - - General Information ~??^1*J.V3Vnfc/.iW3^>:*.i::S. ,;-T.v -,»r-- ,- Steel Section P4STD Column Height 13000ft End Fixity Pin-Pin Live & Short Term Loads Combined Code Ref AISC 9th ASD, 1997 UBC, 2 J Fy Duration Factor t Elastic Modulus X-X Unbraced Y-Y Unbraced 36 00 ksi 1 250 29,000 00 ksi 0000ft 0000ft X-X Sidesway Y-Y Sidesway Kxx Kyy Restrained Restrained 1 000 1 000 ^^^Axial Load Dead Load Live Load Short Term Load ^Summary 1 Section P4STD, Height = 1300ft, Unbraced Lengths X-X= 000ft, Combined Stress Ratios AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 - 3 XX Axis Fa calc'd per Eq E2-1, K*L/r YY Axis Fa calc'd oer Eo. E2-1 . K*L/r Stresses Allowable & Actual Stresses Fa Allowable fa Actual Fbxx Allow [F1 -6] Fbxx Allow[F1-7]&[F1-8] fb xx Actual Fbyy Allow [F1 -6] Fbyy Allow[F1-7]&[F1-8] fb yy Actual 2062 k 31 51 k k Axial Loads DL = 20 62, Y-Y = 0 00ft Dead 03011 03011 <Cc <Cc Dead 21 60 ksi 6 50 ksi 23 76 ksi 23 76 ksi 0 00 ksi 23 76 ksi 23 76 ksi 0 00 ksi Ecc for X-X Axis Moments Ecc for Y-Y Axis Moments LL = 31 51 , ST = 0 00k, Live DL + LL 0 000 m 0 000 in Column Design OK Ecc = 0000m DL + ST + O.L if Chosen! 04602 07613 04602 07613 Live DL J 21 60 ksi 9 94 ksi 23 76 ksi 23 76 ksi 0 00 ksi 23 76 ksi 23 76 ksi 0 00 ksi H_L 21 60 ksi 16 44 ksi 23 76 ksi 23 76 ksi 0 00 ksi 23 76 ksi 23 76 ksi 0 00 ksi 06091 06091 ^.vv—^^^J DL + Short 27 00 ksi 16 44 ksi 29 70 ksi 29 70 ksi 0 00 ksi 29 70 ksi 29 70 ksi 0 00 ksi Analysis Values '—CTBMmi 141 lUiiHimmiHIM* l< F'ex DL+LL F'ey DL+LL F'ex DL+LL+ST F'ey DL+LL+ST Max X-X Axis Deflection 0 psi 0 psi 124999,999 psi 124999,999 psi Cmx DL+LL Cmy DL+LL Cmx DL+LL+ST Cmy DL+LL+ST 060 060 060 060 0000 in at 0 000 ft Max Y-Y Axis Deflection Cbx DL+LL Cby DL+LL Cbx DL+LL+ST Cby DL+LL+ST 0000 in at 1 00 100 1 00 1 00 0000ft • Rev 580008User KW-0603057 Ver 5 8 0 1-Dec-2003 Stl', (c)1983-2003 ENERCALC Engineering Software wl 1 — ?:..••**(*;•• *• ; ' w:*.. - •• •-..-* ay.;.--:.tfe; 4&S&"*i<i:*-- ,•:..,;.-..; Description downstairs column [Section Properties P4STD Diameter 4 500 m Weight Ixx lyy Thickness o 237 m Sxx Area 3 17 m2 Syy Rxx Ryy Section Type = Pipe Title Job #o 4 o £7 Dsgnr Date 349PM, 6JUL06 Description , ?/!Gf '^/^Scope eel Column Page 2 palomarairport ecw Calculations ! 1 0 77 #/ft Values for LRFD Design 7230m4 J 14500m4 7 230 m4 0 00 3210m3 Zx 4310m3 3210m3 zy 4310m3 1510 m 0000 1510m Rev 580008 User KW 0603057 Ver 5 8 0 1 Dec-2003 (0)1983-2003 ENERCALC Engineering Software Description Hangman Column Title DsgnrDescription Scope Job* Date 1027AM, 7 JUL 06 Steel Column Page 1 palomarairport ecw Calculations General Information Steel Section HSS8X4X1/2 Column Height 1 3 000 ft End Fixity Fix-Free Live & Short Term Loads Combined Code Ref AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 : Fy Duration Factor Elastic Modulus X-X Unbraced Y-Y Unbraced Loads Axial Load Dead Load Live Load Short Term Load Applied Moments X-X Axis Moments At TOP Between Ends At BOTTOM E Summary i 059k 059k k 46 00 ksi X-X Sidesway 1 250 Y-Y Sidesway Sway Allowed Sway Allowed 29,000 00 ksi 0000ft 0000ft Ecc for X-X Axis Ecc for Y-Y Axis Kxx Kyy Moments 0 000 m Moments 0 000 in 2100 2100 I, ft DL LL ST 764 764 k-ft k-ft k-ft Height 13000ft Column Design OK Section HSS8X4X1/2, Height = 1 3 00ft, Axial Loads DL =059, LL= 059,ST= 000k, Ecc = 0000m Unbraced Lengths X-X= 000ft, Y-Y= 000ft Combined Stress Ratios AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 - 3 XX Axis Fa calc'd per Eq E2-1 , K*L/r < YY Axis Fa calc'd per Ea E2-1. K'L/r < Stresses Allowable & Actual Stresses Fa Allowable fa Actual Fbxx Allow [F1 -6] Fbxx Allow [F1-7] & [F1-8] fb xx Actual Fbyy Allow [F1-6] Fbyy Allow [F1-7] & [F1-8] fb yy Actual Analysis Values F'ex DL+LL 0 Fey DL+LL 0 F'ex DL+LL+ST 124999,999 Fey DL+LL+ST 124999,999 Dead 01709 Cc Cc Live 01709 DL + LL DL + ST + (LL if Chosen) 03418 02734 Dead Live 27 60 ksi 0 06 ksi 30 36 ksi 30 36 ksi 5 12 ksi 30 36 ksi 30 36 ksi 0 00 ksi 27 60 ksi 0 06 ksi 30 36 ksi 30 36 ksi 5 12 ksi 30 36 ksi 30 36 ksi 0 00 ksi psi Cmx DL+LL psi Cmy DL+LL psi Cmx DL+LL+ST psi Cmy DL+LL+ST Max X-X Axis Deflection 1 072 in at 13 000 ft DL + LL DL + Short 27 60 ksi 0 12 ksi 30 36 ksi 30 36 ksi 1024 ksi 30 36 ksi 30 36 ksi 0 00 ksi 085 Cbx DL+LL 0 85 Cb y DL+LL 085 Cbx DL+LL+ST 085 Cby DL+LL+ST Max Y-Y Axis Deflection 0000 in at 34 50 ksi 0 12 ksi 37 95 ksi 37 95 ksi 10 24 ksi 37 95 ksi 37 95 ksi 0 00 ksi )* 1 00 1 75 100 1 75 0000ft Title Dsgnr Description Scope Job* Date 1027AM, 7JUL06 Rev 5800081 User KW 0603057 Ver580 1-DI (0)1983-2003 ENERCALC Engm« Description H< ^Section Properties Depth Web Thick Width Flange Thick Area Rt ec 2003Ming Software angman Column HSS8X4X1/2 8 ooo m 0 465 m 4 ooo m 0 465 m 9 74 m2 2 ooo m SI !•** Weight Ixx lyy Sxx Syy Rxx Ryy Section Type = HSS-Rectan Steel Column Page 2 palomarairport ecw Calculations 33 08 #/ft 71 800 m4 23 600 m4 17900m3 11800m3 2710m 1 560 m Values for LRFD Design J Cw Zx zy 61 100m4 24 40 m6 23 500 m3 14 300 m3 0000 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE- FOUNDATION DESIGN ALLOWABLE APPLIED LOADS Allowable Soil Bearing Pressure (ASBP) = ?~ooo psf (per Design Criteria) CONTINUOUS FOOTINGS |wn 1-1 MARK: CF-1 Ftg Width (b) = . WALLOW = ASBP (b) =_2,500 Depth of Ftg (h) = _ plf ft USE: MARK: CF-2 WIDE x " DEEP WITH TOP & BOTTOM Ftg Width fb1= ft "/ALLOW = ASBP (b) = USE " WIDE x WMAX @ Gndlme = WMAx @ Gndlme = WMAx @ Gndlme = WMAX @ Gndlme = Depth of Ftg (h) = "DEEP WITH plf plf plf Plf ft plf # TOP& USE CF- USE CF- USE CF- USE CF- BOTTOM MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. CONTINUOUS FOOTINGS - MAX POST LOADS 1 "max r MARK: CF-1 PMAX = ASBP(b)(2h) =_ 2h (ft.) 1*0000 h(ft.) LBS MARK: CF-2 PMAX = ASBP(b)(2h) =_LBS MIKE SURPRj TjVjf & ASSOCU r*i Vsit, Consulting Structur "L. P \ 1 ENANT kTES SHEE al Engineers CALC CHEC SCALE r« ^M IIATPHRY KEDBY OF DATF HATF i^ i SPREAD FOOTINGS - MAX. ALLOWABLE CONCENTRATED LOADS MARK: P-l 'I PMAX ~ ASBP fb)2 - 1 ^^^^^M * PMAX r b rft ^ c^/^\<*\ .^**C? ^ v^ T "DO »») USE. 24" SQUARE x fcif DEEP WITH (2) # 4 EACH WAY @ BOTTOM MARK. £3 PMAX =ASBPfb)2= ]^00 USE: 30" SQUARE x ?M " DEEP MARK-.M USE 36" SQUARE x ? M " DEEP MARK. P-4 PMAX =ASBPfb)2 = 2M> USE 42" SQUARE x > " DEEP MARK P-5 PTUAV = ASBP fb)2 - 5o»cc USE. 45" SQUARE x " DEEP "T^- - LBS WITH (3) # 4 EACH WAY @ BOTTOM 30 LBS. WITH (4) # 4 EACH WAY @ BOTTOM .. WITH (5) # 4 EACH WAY @ BOTTOM LBS WITH (6) # 4 EACH WAY @ BOTTOM 3 ;,»:..;?• I:7 Sg^C^/ ' 72-^03 * 'J 77. S&^ -1 !•-* y ' D pROonrTjn? JOB MIKE SURPRENANT - <: & ASSOCIATES SHEETNO OF- Consulting Structural Engineers CALCULATED BY DATE. CHECKED BY DATE. SCALE SCHEDULES MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE, u 00 oo ®! i I § i I 91 •em ii E fa re. I| Pibi *H 8$ US bi ii 6 HI s e ! •s « * s i *si •* S $ e ft § ! M ii;ilg ^ g^ii 0 ©®©®©®@ MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO CALCULATED BY. CHECKED BY SCALE OF_ DATE. DATE. HOLD-DOWN SCHEDULE 4x POST LU/ HSTC40 FLR-To-FLR HOLD-DOWN 4x POST m/ MSTC52 FLR-To-FLR HOLD-DOWN 4x POST u;/ MSTC66 FLR-To-FLR HOLD-DOWN 4x POST uu/ MSTC78 FLR-To-FLR HOLD-DOWN 4x POST \u/ O1ST14 FLR-To-FLR HOLD-DOWN (34' END LENGTH * (33,) I6d TO EA POST; 4x POST iu/ CI1STI2 FLR-To-FLR HOLD-DOWN (45" END LENGTH * (43) I6d TO EA POST; 4x POST w/ STHD8 HOLD-DOWN 4x POST w/ STHDIO HOLD-DOWN 4x POST (u/ STHDI4 HOLD-DOWN 4x POST uj/ PHD2 ON SSTBI6 A B 4x POST w/ PHD5 ON SSTB24 A B 4x POST ai/ PHD6 ON SSTB28 A B 4x POST iu/ HDQ6 ON SSTB26 A B 4x POST tu/ HHDQ1I PER DETAIL _/SD-_ 4x POST ut/ HHDQI4 PER DETAIL _/5D-_ NOTES U HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION 2; DEEPEN FOOTINGS TO PROVIDE 3" MIN CONCRETE COVER WHERE HOLD DOWN ANCHORS ARE LONGER THAN THE FTG DEPTH 3; USE (Rj; OPTION ON STHD HOLD-DOWNS FOR RAISED WOOD SUB-FLOOR CONDITION REV APR 2005 JOB. ^iLUWir* MIKE SURPRENANT Writ & ASSOCIATESJ * \ jil Lr*1! __ ^=^~ Q>nsultmg Structural Engineers SHFFT NO -^ r.Ai n n ATFH BV CH6CKFD BY SCAI F OF I/*- OATF DATF SIMPSON STRONGWALL A SUHfex1-44D SWI6x8-4HD SUI6X8-6HD SUJ22xt-4 8UE2xt-fc Ct 511122x8-4 611122x8-6 5UI8x8 611124x8 61152x8 M 6tW8x8 N 611)18x9 811124x9 S 6UJ48x9 6(1124x10 U 611132x10 REV SEP 1001 V SUM8xl0 50)24x12x6 611132x12x6 8lW8xl2x6 SIMPSON STRONGUWLL FOOTNOTES- <APPLY TO ALL; 0 ICBO'PFC-Wa5 0 FOR SINGLE POUR APPLICATIONS, USE SSTB28 HOLDOUJN ANCHOR BOLTS AND 5/8' x O1 (MINJ MUDSILL ANCHORS ® FOR TUIO-POUR APPLICATIONS, USE SSTB34 HOLDOUN ANCHOR BOLTS AND &/»' x Ife' fllNJ MUDSILL ANCHORS 0 PLACE ALL ANCHORS USING A STRONGUJALL TEMPLATE APPROPRIATE FOR THE APPLICATION AND LENGTH OF IUALL. FOR EXTERIOR APPLICATIONS, USE 'SUr TYPE TEMPLATES FOR INTERIOR APPLICATIONS, USE 'SIUTI1 TYPE TEMPLATES FOR PANEL FORM APPLICATIONS, USE SimpF TYPE TEMPLATES 0 USE ALL PROVIDED HARDWARE FOR ANCHORAGE TO FOUNDATION, © USE PROVIDED SCREUIS AND SHIM (f PROVIDED; FOR CONNECTION TO DBL. TOP PLATE 0 FOR OARAGE PORTALS, CONNECT 4XB (MINJ HEADER AT TOP OF UWLL WTH PROVIDED SCREWS, PROVIDED •MST1 STRAP WITH (U» Wei COMMONS, AND PANEL EXTENSION WITH KW COMMONS • 3' o/c. fVERTJ I 4' o/c. fHORIZJ 0 NO HOLES, NOTCHES, CUTS, OR OTHER MODIFICATIONS SHALL BE MADE TO THE STRONSWALL IN ANY CASE EXCEPT AS PERMITTED BY SIMPSON STRONG-TIE, INC AND ICBO REPORT 0 -RF DENOTES RAISED FLOOR OPTION OF STRONGWALL PLEASE MAKE NOTE OF THIS UMEN ORDERING MATERIALS ALL -RF MODEL STRONGWALLS SHALL USE A SIMPSON TUD t/B-l1 MOT SUPPLIED; AT EACH HOLDOUN ANCHOR MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO . D CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. SPREAD FOOTING SCHEDULE SYMBOL <£> <8> <8><3> <8> <8> <8> SIZE AND REINFORCEMENT 24' SQUARE X 2M " DEEP W/ (2) « 4 EACH WAY 30' SQUARE X ZH ' DEEP W/ (3) # 4 EACH WAY 36' SQUARE X Z^ ' DEEP W (4) * A EACH WAY 42' SQUARE X 2" ' DEEP W/ (5) # 4 EACH WAY &' SQUARE X :" ' DEEP W (6>* 4 EACH WAY &o '*&<JffL y ^'' -'f"'' . i'g '"'' ^'''f1- -•'*v> 7Z f.^..'-\...L r JIJ *-v'f ' /io i^u p^c(j 'J>^\