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2200 FARADAY AVE; 150; CB070901; Permit
City of Carlsbad 06-05-2007 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB070901 Building Inspection Request Line (760) 602-2725 Job Address: 2200 FARADAY AV CBAD St: 150 Permit Type: Tl Sub Type: INDUST Parcel No: 2121204100 Lot #: 0 Status: Valuation: $210,000.00 Construction Type: vn Applied: Occupancy Group: Reference #: Entered By: Project Title: SPEC SUITE-DEMO 4161 SF PAD, Plan Approved: FILL IN 295 SF ELEVATOR SHAFT,87 LIN FT OF NEW STORE Issued: Applicant: DONALD PITMAN DESIGN INC 3900 5TH AV 92103 619 299-0011 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motio~ Fee <'l &;> Park Fee 0."" LFM Fee ~ ~~~ &') Bridge Fee ~\)"\~<\0 ('~v) BTD#2Fee ~J~-;, 'e'---v:o BTD #3 Fee o.."'0 /'~ <\<\, C'IV' Renewal Fee V /" / ~:of' Add'I Renewal F / /1'.Y Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $885.36 $0.00 $575.48 $0.00 $0.00 $44.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Inspect Area: Plan Check#: Owner: EQUASTONE 2200 FARADAY LLC C/O EQUUS REAL TY ADVISORS 800 SILVERADO ST #300 LA JOLLA CA 92037 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) 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 TOTAL PERMIT FEES ISSUED 04/05/2007 rma 06/05/2007 06/05/2007 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? $1,504.94 Total Fees: $1,504.94 Total Payments To Date: $1,504.94 Balance Due: $0.00 Inspector: ~ FINAL APPROVAL Date: tq/"'lft7 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 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 vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Name Address (!i,::..::9J~N'lf\8.P.lrefJ1s:®~Y"'~~lki.1:,~;;:;· __ ¼ ... '7:.. ,\.Z:::...··~:.i. .-,~-.. -,.·: · .. ._ .>, ,_._., ,::~::---·- FOR OFFICE USE 0 Unit No. Total # of units Proposed Use (Sec. 7031 . 5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [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)). /jet/U&dL ~'-~i1/,((,t,7(7trv? 137 s f/1/rlfWA-f(IAJ (,#//CJ ~ l..A--v4-/3f#1d:, CJ,A.q2,c, ~ t!)-7 5S°'-{/!) 6-0 Name Address ' City State/Zip Telephone# ·00I Designer Name City State License # ts.: -· W-0RKEFlS~~c6M~ffisA':rJoN1;·~::·".~'."'-"-;-:;~;: ?-'!,;:;~" , · , · , .... : ~-~ .. ·~-, ,~ ... ,: . ,,.,, ·v Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ~ I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company_____________________ Policy No.____________ Expiration Date. _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100] OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,0001, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorn!3y's fees. SIGNATURE ______________________________ DATE _________ _ f,7;'·_,QWNERfBUltDJ:R,J)E~t;;l\RMlQN:: .' ·, ·· ·,, '.'.~:, ,-'\.,:,, ':· ·· \;'~",. -~ I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 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/ contractors license number): _____________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work):. _____________________________________________________ _ PROPERTY OWNER SIGNATURE_______________________ DATE _________ _ L~Aoo~~1e.:.:m1.~sec11QN.:f P.Jl1«<1u•m,gro-1tli:1\.!l~PJtitG.-f!;Mt~---oN1,;r:::~t2 .. :.L::!.:: -;; ~, .::. :· _ -,,~ ~,.L~~:::.::.:. ~rL ,,,::.:.: ~--::.." ,·: .' . .:,:: :~'~: .... ::·-.:-;_ _, ·· · Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES 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? 0 YES i;Jt' NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES JE( NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ~:-,,~l'{SfftlJC'Jl@rU:NDlfi~"~EN9Y0',l ,,,·':'.'.,:' ... ~:z:::--;~~-:::-r;::::--::::-7:.r;,:-/~T~'-~~~-::::~.'"J::.:'t'O:-,,,,,,,_, I hereby affirm that=~ a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME ~ LEN._;,D.::,ER,.:_'_:_S~A::_D_D~RE:.:S:_:S,::;;;:::;::::::;:::;:;::;:::::::::;:::;:::;::;;:;::;=::::::::::::::;::::::;;::::::;;::::;:::=:::;:;:;::::;:::::::;:::::;;:;:;;::;;::::;:;::::::;;::;;;::: ~"" :,J.\eeg,1,QAfll)}.!leRT:!.filC~J:I...Qft,.,~~ ,J,,,~,,'"'· ~ ..... \::..~ .•. .:,,.~~~=~~ .,_,"'-,.;,:",.,.;,vz,.,.1,;-.,,: A.,,:,, · ·: :::D~::,:;:; ... ,, '--~d ., , ::=y;,:-....:.,,<·.~~:':::'~73'~.:::::] 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 Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within days from the date of such permit or if the building or work authorized by .sth permit is suspended or abandoned at any time after the work is comma ced o · 8 days (Section 106.4.4 Uniform Building Code). Lf'/!:J/(}7 APPLICANT'S SIGNATURE ---;'-=:!::..!--=--17,------------------DATE ____ , ________ _ WHITE: File YELLOW: Applicant PINK: Finance Ci_ty of Carlsbad Bldg Inspection Request For: 11/30/2007 Permit# CB070901 Inspector Assignment: TP Title: SPEC SUITE-DEMO 4161 SF PAD, Description: FILL IN 295 SF ELEVATOR SHAFT,87 LIN FT OF NEW STORE FRONT --- Type:TI Job Address: Suite: Location: OWNER Sub Type: INDUST 2200 FARADAY AV 150 Lot: 0 Phone: 7607551800 Inspector. -12- EQUASTONE 2200 FARADAY LLC Owner: D L FARADAY LP Remarks: RESCHEDULED FROM THURS. WANTS TIM Total Time: Requested By: NA Entered By: CHRISTINE CD Description Act Comments 19 Final Structural /4--~----- Comments/Notices/Holds Associated PCRs/CVs Original PC# lnsQection Histo[Y Date Description Act lnsp Comments 11/29/2007 19 Final Structural CA RB @8:30AM 11/14/2007 89 Final Combo co TP HANDRAILS FOR RAMPS 11/08/2007 19 Final Structural co TP RAMP LANDING & HANDRAILS 11/08/2007 29 Final Plumbing co TP 10/18/2007 89 Final Combo co TP 08/15/2007 18 Exterior Lath/Drywall AP TP INT. LATH OVER DENSGLASS 08/13/2007 18 Exterior Lath/Drywall AP TP DENSGLASS INT. SOFFIT@ ENTY 08/09/2007 14 Frame/Steel/Bolting/Welding AP RB HARD LID 08/08/2007 14 Frame/Steel/Bolting/Welding co RB MISSING STRONGBACK STRUTS@ 4FT O.C. 08/08/2007 24 Rough/Topout WC RB 08/08/2007 34 Rough Electric co RB 08/08/2007 44 Rough/Ducts/Dampers WC RB 07/18/2007 11 Fig/Foundation/Piers AP PD 06/29/2007 11 Ftg/Foundation/Piers WC TP 06/29/2007 61 Footing AP TP FREE STANDING & PLANTER WALLS @ ENTY CIIY ol Carlsbad . Flnal Bulldlng IDSD8Ctlon Dept: Building Engineering Planning CMWD St Lite Fire:'.) Plan Check #: Date: 10/18/2007 Permit#: C8070901 Permit Type: Tl Project Name: SPEC SUITE-DEMO 4161 SF PAD, Sub Type: INDUST FILL IN 295 SF ELEVATOR SHAFT,87 LIN FT OF NEWS Address: 2200 FARADAY AV #150 Lot: 0 Contact Person: JOHN Phone: 6192477245 Sewer Dist: CA Water Dist: CA .......................................................................................................................................................... Inspected 44~ Date Lo-l-i~, I~ By: Inspected: Approved: L Disapproved: __ ' Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ........................................................................................................................................................... DATE: May 24, 2007 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-0901 EsGil Corporation In c.Partnersftip witft government for<Buifaing Safety SET: III PROJECT ADDRESS: 2200 Faraday Avenue, Suite #150 PROJECT NAME: 2200 Faraday TI 0 APPLICANT ~-J~ PLAN REVIEWER 0 FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone D REMARKS: By: Bryan Zuppiger Esgil Corporation Fax In Person D GA D MB D EJ D PC LOG Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 DATE: May 3, 2007 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-0901 EsGil Corporation In (J!artnersli.ip witli. <Jovernment for (}3uilaing Safety SET: II PROJECT ADDRESS: 2200 Faraday Avenue, Suite #150 PROJECT NAME: 2200 Faraday TI ~--LI.qtNT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D 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. D 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: Kim Castle D 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: Kim Castle Telephone#: 619 994 5557 Date contacted:.S f:, I\:} 1--(by: f-A '>C' ) Fax#: ( ~ 1 '1} 2-Z 9, uCti '-/ 2... Mail Telephone Fax./ In Person D REMARKS: By: Bryan Zuppiger Esgil Corporation D GA D MB D EJ D PC Enclosures: 04/26/07 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 07-0901 May 3, 2007 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 07-0901 PROJECT ADDRESS: 2200 Faraday Avenue, Suite #150 SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 04/26/07 May 3, 2007 REVIEWED BY: Bryan Zuppiger 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 sets of prints to: See item #1 next sheet. 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? DYes DNo Carlsbad 0'7-0901 May 3, 2007 • PLANS NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. 1. 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: 4. a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (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. Please assign all structural details to the floor plans. Sheet S1 as referenced on sheet A1 .1 111as not a part of this submittal. Based on the response more corrections may follow. • On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. UBC Section 106.3.2. • REQUIRED SPECIAL INSPECTIONS • In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with UBC Sec. 1701 of the Uniform Building Code. • ITEM • FIELD WELDING REQUIRED? REMARKS YES SEE DETAILS ON SHEET S1.1 • When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review UBC Section 106.3.5. Please complete parts 1, 2 & 3 of the attached form and resubmit. 6. If HVAC units and/or more than 50% of lighting fixtures are not being proposed in the Tl please state so on the Cover Sheet of the plans. 9. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Is Storefront being used to support a ceiling? Please show the structural members in the details on sheet A4.1. Carlsbad 07-0901 May 3, 2007 The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Please specify the expiration date of license. (California Business and Professions Code). 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. 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 Bryan Zuppiger at Esgil Corporation. Thank you. Sent By: donald pitman design,inc.com; SI 3 /07 4:24PM; Received: • .r_0=,),:\3(W07 03: 55 51'32290642 Carlsbad 07~0901 Ma.y 3, 2007 M Page 2/2 5544. May-9-07 5:07P ; , =~= -619-299-, al.d pi:cmc>rl aes:i.gn,..L"'-'·'"'v"'' 6192290642 _,., dOrl PAGE 06/05 PERMITS_IN_MOTION !sPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTlON~ 2200 F.araday Avenue, Suite #150 L fJ PLAN CHECK NUMBER, 01-0901 owNeR·s NAME, ):> L Fo. ( °' J a.y r I, ~s the owner, or agent of the owner (contractors may not employ the spee1al-inspector), oertify that I, or the architect/engineer of record. will be responsible for employing the special lnspector(s) as required by Uniform Building Code·Sect1011-1701.1 for the constroction project located at the site listed above. UBC Section 106.3_. ~ Qi 'mW,-t~a, · el~= ~---,-,•• C •• I, as the engineer/architect of record. certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 fort.he construct.ion project located at the site listed above. 1. List of work requiring special Inspection: jZl" Fiekt Welding 2. Name(s} of lndivi<fual(s} or firm(s) responsible for the spQ ·a1 · snetjiqns listed above: A. l ~ l,t -~~ ..-;6 ~ I s. ____________________ _.:.,. ________ _ C. ------------~------------------- C. 3pec/al in:1pectors $!tan cl'lla!ck lrt witn !fie Cl!y ,md prosenl iflelr Cred~ntlal(t for l!t,proval .fill9.tlg beginning work on lhe Job site. DATE: April 17, 2007 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-0901 EsGil Corporation In <Partnersliip witli (jovernment for(]Juilaing Safety SET:I PROJECT ADDRESS: 2200 Faraday Avenue, Suite #150 PROJECT NAME: 2200 Faraday TI QA~NT Co JU . D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D 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. · D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. i:gj The applicant's copy of the check list has been sent to: Kim Castle D Esgil Corporation staff did not advise the applicant that the plan check has been completed. i:gj Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kim Castle Telephone#: 619 994 5557 Date contactectf/t"l/o1(byd,/.t;) Fax#: {t)(q, :J..:J-C,-O(.p(/µ Mail Telephone Fax /in Person D REMARKS: By: Bryan Zuppiger Esgil Corporation D GA D MB D EJ D PC Enclosures: 04/09/07 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsliad 07-0901 April 1 7, 2007 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 07-0901 OCCUPANCY:unknown TYPE OF CONSTRUCTION: VN SPRINKLERS?: yes JURISDICTION: Carlsbad USE: office ACTUALAREA:unknown OCCUPANTLOAD:unknown DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 04/09/07 DATE INITIAL PLAN REVIEW COMPLETED: April 17, 2007 PLAN REVIEWER: Bryan Zuppiger 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 2001 CBC that adopts 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 07-0901 April 1 7, 2007 • PLANS 1. 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: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Please show the project square footage at a conspicuous location on the plans. All documents; plans and permit application must reflect the same square footage. 3. In addition to the information shown on the plans, specify on the first sheet of the plans indicate: • The floor area of the remodeled area, • Present and proposed occupancy classifications of the remodel area, • The occupant load of the remodel area(s). 4. Please assign all structural details to the floor plans. Sheet S 1 as referenced on sheet A 1.1 was not a part of this submittal. Based on the response more corrections may follow. 5. Tl mechanical and electrical plans must be complete for State of California Energy plan check. When HVAC units are being replaced or added MECH forms are required to be completed and imprinted on the plans. When more than 50% of lighting fixtures are being replaced or added L TG forms are required to be completed and imprinted on the plans. 6. If HVAC units and/or more than 50% of lighting fixtures are not being proposed in the Tl please state so on the Cover Sheet of the plans. 7. Roof mounted equipment must be screened and roof penetrations should be minimized. City Policy 80-6. 8. Unable to determine the project scope of work from the plans, UBC Section 107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide the designer's or contractor's construction cost estimate of all work proposed, 9. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. ,. Carlsbad 07-0901 April 17, 2007 10. WIRING METHODS: AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits. 11. The UFER ground may only be a copper conductor for commercial and industrial electrodes. Rebar is allowed for residential use only up to 200 amperes. 12. The use of flexible metal conduit as a grounding means must comply with City Policy 84-36. 13. No wiring is permitted on the roof of a building and wiring on the exterior of a building~requires approval by the Building Official. City Policy. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Gode). Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Please specify the expiration date of license. (California Business and Professions Code). 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. 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 Bryan Zuppiger at Esgil Corporation. Thank you. , Carbibad 07-0901 April 17, 2007 JURISDICTION: Carlsbad VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 07-0901 PREPARED BY: Bryan Zuppiger DATE: April 17, 2007 BUILDING ADDRESS: 2200 Faraday Avenue, Suite #150 BUILDING OCCUPANCY: unknown TYPE OF CONSTRUCTION: VN BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. ti 20000 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance / ... / Plan Check Fee by Ordinance Type of Review: 0 Complete Review D Structural Only 0 Repetitive Fee CB Repeats Comments: D Other 0 Hourly 1.51 Hours* Esgil Plan Review Fee ($) $1ao.001 $144.00J macvalue.doc .. , ;l·. PLANNING/ENGINEERING APPROVALS ADDRESS i i,wf) RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR C < $1.0,000.00) OTHER PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING --------------- DATE . ~/21ef6 7 ------- ~~ rd(~ DocS/MlsformS/Plannlng engineering Approvals ~DD ~DD ~DD ~DD ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 070901 Address: 2200 Faraday Avenue s+e 15() Planner: Jo Marquez Phone: (760) 602-4619 APN: 212-120-41-00 Type of Project & Use: Tl Net Project Density: DU/AC Zoning: C-M General Plan: Pl Facilities. Management Zone: __ 5~--- CFD (in/out) # ___ Date of participation: ___ Remaining net dev acres: __ _ Circle One (For non-residential development: Type of land used created by this permit: ____________________ _, Legend: 12] Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES NO_x_TYPE __ _ DATE OF COMPLETION: _______ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES ___ NO X TYPE __ APPROVAURESO.NO.~ _____ DATE _____ _ PROJECT NO. ________________ _ OTHER RELATED CASES: ____________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: _______________________ _ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES __ NO X CA Coastal Commission Authority? YES __ 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 Completed? YES __ NO X . 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, ~nter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES NO X (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? 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 ~-DD ',' ,, I l8l DD I ' -~o.o [gl_ DD -~-D.D I ! tZJ: DD ~·-oo ~:o D @oo '.$ite Plan: Pr()Videa fully dimensional·site plan dra.wn to scale. Show: North arrow, property,line$, easements, existing and · proposea struct~re$, str.ee:ts, !3Xisting street improvements, right-of ,;wa.y . w1dth,-- dimensfoh~I-·s·etback$ and existing topographical lines· .(fnclud'ing ail side and rear yard slopes) . . Provide legal description of property and asses~or-'s.parcei numb·er. Policy 44 .... Neig~bort}ood: Architectural D~sign -Guid.elines 1. Applicapii'ity: YE;S __ NO~ .. __ 2. Project complies YES _._. NO -~- Zoning: 1. Setbacks: Fro.nt: Jnteri9r Side: ·$treet Si<;le: . Hear: . Top-of slppe: Required Shown R.equked ~-'-'--''----Shown · Required Shown Requirec;I . . $hown Required Shown 2. Accessory. structure setbacks: _ fror:it: lhtetior Side: Street Side.: Rear: Structure s·eparation: 3. 'Lot-Coverage, 4: 8.elght: Required -'-'-'-,,--'--'-----:-'~ Shown ---'----- Requi reo $hewn _____ _ Reqt:Jired Shown -----~ -Required $h'own --c---'----- Recjujred · ·· Shown -'-' ------,--" Req1,1irecf --'-----'-'------"--Shown _. ___ _ 5. Parkir:ig: Spaces freqpi_red : $hown· __ __,, ___ _ · (breakdowr-i by use~, for co;,,merciaJ and·i,ndustrial 'prqjects r~quired) Resic;lential Guest Spaces Req·uired · S.hbwn --'------ Additional Comments: Co_rrectiori 1 :. Please listthe_parking rat1ofor. the current use, thank· you. H:\ADMIN\COUNTER\BldgPlnchkRevChklst R'ev 3/06 j Jo Marquez -2200 Faraday Parking Co-unt From: To: Date: Subject: "Aaron Kroll" <aaron@dpdesigninc.com> <jmarq@ci.carlsbad.ca.us> 05/29/2007 9:5'5:11 AM 2200 Faraday Parking Count Per iyoar request-the total p-a-rkin-g count for the site at 2200 Faraday is 1"040 spaces. Please respond letting me know that you received this information. Thank you. Aaron Kroll 3900 Fifth Avenue Suite: 290 San Diego, CA 92103 T. (619) 299-0011 F. (619) 299-5544 Aaron@dpdesigninc.com <mailto: lsaac@dpdesigninc.com> dpdesigninc.com <http://www.dpdesigninc.com/> CC: "'Donald Pitman (E-mail)"' <donald@dpdesigninc.com> · Page 1 I Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 04-12-2007 Name: Address: Permit #: CB070901 Job Name: SPEC SUITE-20,000 SF SHELL TO Job Address: 2200 FARADAY AV CBAD St: 150 BLDG. DEPT COPY --.hei e 0J1_have submitted for review is incomplete. At this time. thi ot adequately conduct a review to determme com ---~, --::· -· --· ';aa;l;:fli+@i-ey · . _ .. : _ o~ standards. Please review carefully all comme ts.. · 'ase resubmit the necessary plans and/or specifi:Oilf,~~", or review and approval. Conditions: Cond: CON0001995 [MET] APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. -Entry: 04/12/2007 By: MS Action: AP V .. STRUCTURAL CALCULATIONS 2200 Faraday Carlsbad, CA Elevator Pit and shaft Opening In-fill Prepared for: Donald Pitman Design, Inc. 3900 Fifth Avenue San Diego, CA 92103 Prepared by: Hope Engineering 1301 Third Avenue, Suite 300 San Diego, CA 92101 April 4, 2007 HE Project# 207032.00 LOADS Flooring 2 1 /2" concrete topping 1 1/2" steel dee Steel beams INSULATION ceiling E/M/P MISC. Job Na1 2200 Faraday ~ 207032,00 DL TOTAL Partition Total DL Live Load Live Load 2.0 psf 36.6 psf 3.5 psf 5.0 psf 2.0 psf 2.8 psf 5.0 psf 3.1 psf 60.0 psf 20.0 psf 80.0 psf 100.0 psf Exist Facilities 50.0 psf Office use Existing Dead load and Live loads were obtained from previously permitted structural drawings. A copy of these loads is being attached for reference. The same loads are being used to check exisltlng floor framing members with new floor infill Scope of Work: To In-fill the existing elevator Pit with soil and concrete slab on grade and to In-fill the second floor shaft opening with new metal deck and concrete topping. Existing Open Web Girders are similar In size, hence, existing girder at In-fill bay Ok, since It Is carrying same load as adjacent bay girder. New load to existing column and and footng is negllgable, hence, existing footing and steel column are OK by inspection. I JOB NAME: 2200 Faraday JOB NO.: 207032.00 LATERAL FORCE ON ELEMENTS OF STRUCTURES PER 2001 CBC SEC. 1632.2 Fp=Ap*Ca*lp/Rp{1 +3Hx/Hr)Wp EQ. 32-2 Fp=.7*Ca*lp*Wp(NOT LESS THAN) EQ. 32-3 Fp=4*Ca*lp*Wp(NOT MORE THAN) EQ. 32-3 Hx= ELEMENT OR COMPONENT ATTACHMENT ELEVATION(FT.) Hr= STRUCTURE ROOF ELEVATION(FT.)(SHALL NOT BE LESS THAN ZERO) Wp= DEAD WEIGHT OF ELEMENT OR COMPONENT BUILDING ADDRESS: SEISMIC ZONE= 4 SOIL TYPE= Sd TYPE OF FAULT= B DISTANCE FROM FAULT= I= 1 PER TABLE 16-Q Ca= .44Na 5 KM PER TABLE 16-S 0.44 Na= 1.0 Hx= Hr= 0.44 ground 0 1 2nd floor 0.5 1 PER TABLE 16-0, ITEM 4-A Rp= 3.0 1+3Hx/Hr= 1.00 2.50 Ap= 1 (MIN.) (MAX.) Fp= ________ 0._10_5-'-W_,_p __ 0_.2_62_W_p...___ Fp= _______ _;;_o.--'-22 ___ 0-'-w-'-p;,...__o.;..;..2c...;2 ___ 0v'--~P...___ FP= _______ -'-'1.=25""'7--"-W'--"p'--_1=.2--'-57---W--'p"-- ALL VALUES ARE IN ALLOWABLE STRESS FORCES Governs---------> 0.220Wp 0.262Wp /A 'E 'R' 1-- & DESIGN CRITERIA: FIPQR OPEN WEB JOISTS AND GIRDERS 1. 2. 3. SEE STEEL JOIST NOTES ON SHEET S6.2 OPEN WEB JOIST AND GIRDER DEPI'HS INDICATED ON PLAN ARE MAXIMUMS. ALTERNATE DEPTHS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO PREPARATION OF DESIGN CALCULATIONS AND FABRICATION DRAWINGS. OPEN WEB JOISTS AND GIRDERS SHALL BE DESIGNED FOR THE FOLLOWING VERTICAL LOADS: " UNIFORM DEAD LOAD -80 PSF MIN. (SEE PL/\?< FOR DL AT "CORE AREAS''). • UNIFORM LIVE I.DAD= 100 PSF {NOT REDqCIBLE). fil_ • EQUIPMENT LOADS AND LOCATIONS ARE DESIGNATED ON PLAN FOR IDRPING PURPOSES ONLY. ntE GENERAL CONTRACTOR SHALL OBTAIN ACTUAL EQUIPMENT LOADS AND EXACT LOCATIONS FROM THE MECHANICAL SUBCONTRACTOR AND/OR OTHER SUPPLIERS AND SHALL PROVIDE THIS DATA TO THE JOIST MANUFACTURER AND COORDINATE AS REQUIRED. • OTHER LOADS -REFER TO DRAWINGS OTHER THAN STRUCTURAL FOR CURBS, STAIRS, E~C. I; 4. s. ;l ~ I 1'1/tlE Pl,P-1'1:: SEE("u \@ & b I ~ N 'b I ~ . <D MARKS...a.5.1,S ETC. DENOTE OJ?EN WEB JOISTS AND GIRDERS THAT SI!Al4 BE DESIGNED FOR A TOP CHORD HORIZONTAL SEISMIC FORCE IN ADDITION TO THE VERTICAL LOADS DESIGNATED ~BOVE. THIS FORCE IS TENSION QB COMPRESSION. FOR OPEN WEB JOISTS AND GIRDERS DESIGNED FOR TOP CHORD HORIZONTAL SEISMIC FORCE, TI~TES AT COLUMN CONNECTIONS SHALL BE PROVIDED PER DETAIL 4 . S6. . ,c,. ..... ::;::::, & {.. '/L-~ ,---;r. r ·.,· /•"" ,,/· , r .. _,_ .... ,...~ I ,,,_ .. -. I ,_.,...,-. :';' Ji_, ..;. , .. ,, J ! J \I . /-·yt-,,~v _, I i /; }J & ·z_,S' I~ S:-~ l ('l-.. 12 . ! J) _____ _j__ I '.. \ ;.'--\ ~--·--···--. ...... \ ', -\ \ \ .,f.\ , I··•'"·' I ' • -ii I / 1/ l/ 2 12 t,L ... i !-,~ \t,' .. f.· t ~ ~ t ,...,,,. /'~ ") f. ; .· /. ;,.,_., ( ~ ... ~~i.-t,.__ ' l ' ' . L:... ' . . ('-.-! > ;-------,•' I ./', ' ' \ \ 7-·.....1 ',_,,&.. ---r-., ! ....... 'i'l; / -~_, ) J---.. \. 1,,-(' l.) '\J e::;: <:..,., i' I I I I~· .. I /\-,.fl.,.; !, /.,..... & ~-3/ + ~~ b'-~ \./1 QY'Cl", : , 1 I l f . ~ ~.,, \ \ .,.. It Df.::,.·' , ~ -"""i \,. .. · ... /., .. ) ... <.-. _,,.,,,t '*"" _..._.. .. "~-! r __ t:; _ ~-l f '? l ., <- & n'-e, '5/e," I 2·-ff t & 1'1' 'l' IYP. . L..!...), I :g \\ I --"----'--SEE P~'T!AL FlA!-l ,q- ,,!l At LEF-r ft::'R f~I~ Al' L..,At--lJ:>tt-lGr b I ;. N ffi + I f + lY ~' t l ~ if " f o •\ iv,m~ + ~! 1, ( G L t & '<I' (X) / i ·l __ __;:::;;... __________________ ~ b I ;. ru ): N G1-d DI -3GO* i...----t-ADDITIO~~ST -------\ R~~ -Ii -+tt--1·1· H /0 cS.tt I EHRLICH O ROMINGE ARCHITECTURE· PLANNING· INTERIOR DES 4800 EL CAMJNO fl£Al· LOS ALTOS• CA 94022:(il5)9'49- DASSE Design Inc. 33 New MontgoMery St., Suite ' So.n Fro.nclsco; CA 94105 415/243-8400 KEY PLAN : 1 REV DATE DESCRIPTION 11-21-89 I ISSUED FOR CITY R£VIE\J AND l-2'.P-GJO I ISSUED FOR ADDENDUM t{ / 'J.Y-1' ~ /'", I ! I\_/ I . I ,...,.-\l ,! ,..-:--r: .,,, J 11?--t"t -'' l ; .')f,/i.. 'i .,. -;,{ t l J .. -L ~ ·1 · ! 'J . OF/·? J1A;b :CK ~~ i~~ ,G t,l~ "4 1"1ZtM BAia' · ~ ~ ,tt::PJJl.ez EX1"€ND Z._! ll>,.. ia ' 13~-YOND OPN'Gi • _,, TYP. e D?NC, FlU.. . --:::.---. THUS: . :Ji.;,.'-;~'~''""~· o-..- L ·BO..T::,.T'J? .e !h ½t- K ·® . ··_ . ~!xi-Dt=;C.!"l -tpec.Kt=-~ t &?Ne,. ti?NC~eil:; d 'lf3@ IZ.uo_c~ EA..WA..'( ,re -~ f 1'(F, U,0,1-.l, 01--i Pt.At--!~ ?LA.~S -· -· -. --a -~ ----+ea_ t~K ~~~: Tff'B A .DEC.l'i Sier:i.. t>l:C1" ..:f.l'f'f. ONLY fC-iAU~e tr;et:.K r(ini) 5 (in~) A !Y. n .~;e, .o/f, {lb(;),-...) . 2 e 1~" • o/;,f:, .'-3/l", (ibe.A..) .c. 1t11( -440 .500 (1&6.A,\ WW. t;?N.11'¼ (] ~lJl'F'OPif M~Mt5e~ 11\e G,1 a,t.~ µ !!.. 12 cu., e !21tJ,t:., ~T~eL. DUK 1i'Pe e, 40 (~<r ftlt,CU MINlMUl-1 wao,) « Aii'Alfi 1-1e..rr ~eAf\ ~LLet., ~ 51I.?eLA~ CAF'urry He:t-1ef~,; $"/fl. e c,11 tJ,c., f!ti" L.&Ni::r -,&J-'{ wew ~ t1."0.c, 1, ~OtJ & l211 ac. BUT'lt?N -PU~ l,&,90 t: 1z·10L.. BLJ-r-r~ rll~ '2., ~00 ... ··-.. _ © DECK SC~EOULE & WELDING • -· I i" .. {.-I) r ··}1-~- r.? ...... ·~ ~-· .. ,.,. . ·,,,-,,:-~-r~t~ l i: ~--tr:: r:.:-:-/. t(. t::~ t ,t I I, .. ··"!; .r ,-r ~ " RAM Steel v11.0 HOPE Engineering DataBase: 20703200-2NDFLR Building Code: UBCl Floor Map 04/03/07 17:29:28 Steel Code: AISC LRFD Floor Type: SECOND -r------l1 N ~vJ Ill-:r iLL-A 'J?E A \ t-~--,-~ ..... ~~--------~--~-- ~::::::w.::::::::::::·::::::::~~:~~'.::::~'.:::::::·::·:·.::::::::::::::::::::::::::::::::::::::::w.m.~~~'.:-::::··:::::::::::::·.::::·:·::::::::::::··:::::::··::·::::·.:·::·::·:::::::: ::·:·.::::::.:::::::· .. ::::::::.H:~:~:::.··.:::::~::::::::::ii ilwiI"~'=.·.·.·.·= ........ = ........ = ........ = ........ =.:::::::,..=···:,,·=,~~-·-l; ·:·::t .... ,; jjl;l Jj :1:·: m~; ~~ !J !rlil -(10 1 (11.) ,; (12 ) "-~ \__/ k\:)!-?:;nt 1'-\J\ "'--/ RAM Steel vl 1.0 HOPE Engineering DataBase: 20703200-2NDFLR Building Code: UBCl Surface Loads Label DL • psf FLOOR 80.0 NEW INFILL 80.0 Floor Man_ CDL psf 70.0 70.0 LL Reduction psf Type 100.0 Unreducible 100.0 Unreducible Page 2/2 04/03/07 17:29:28 Steel Code: AISC LRFD CLL psf 0.0 0.0 MassDL psf 0.0 0.0 ~ Gravity B~am Design RAM Steel v11.0 7 HOPE Engineering DataBase: 20703200-2NDFLR 04/04/07 08:24:41 Building Code: UBCJ Steel Code: AISC LRFD floor Type: SECOND Beam Number = 11 SPAN 1NFORMATION (ft): I-End (40.00,24.00) J-End (80.00,24.00) Beam Size (User Selected) = W27X94 Fy = 50.0 ksi Total Beam Length (ft) = 40.00 COlVlPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) fc (ksi) Left 2.50 145.00 3.00 Right 2.50 145.00 3.00 Decking Orientation perpendicular perpendicular Decking type VULCRAFT J .5VL VULCRAFf l .5VL bcff (in) = 39.00 Y bar(in) = Mnf (kip-ft) = 1443.56 Mn (kip-ft) = C (kips) = 142.02 PNA (in) = Ieff (in4) = 4795.88 Itr (in4) = Stud length (in) = 4.00 Stud diam (in) = Stllc! Capacity (kips) Qn = 15.8 # of studs: Full = 38 Partial = 15 Actual = 20 Number of Stud Rows = l Percent of Full Composite Action= 51.87 POINT LOADS (kips): 17.94 1341.40 16.35 5288.91 0.75 Dist DL CDL ReclLL Reel% NonRLL StorLL Red% R.oofLL Red% 2.200 1.27 1.14 0.00 0.0 1.32 0.00 0.0 0.00 0.0 I 1.000 2.72 2.42 0.00 0.0 3.04 0.00 0.0 0.00 0.0 22.500 6.27 5.63 0.00 0.0 6.40 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist DL CDL LL Reel% Type CLL I 0.000 0.480 0.420 0.600 NonR 0.000 2.200 0.480 0.420 0.600 0.000 2 2.200 0.240 0.210 0.300 NonR 0.000 11.000 0.240 0.210 0.300 0.000 ,., 11.000 0.240 0.210 0.300 NonR 0.000 _., 22.500 0.240 0.210 0.300 0.000 4 22.500 0.020 0.018 0.025 NonR 0.000 40.000 0.020 0.018 0.025 0.000 5 0.000 0.240 0.210 0.300 NonR 0.000 40.000 0.240 0.210 0.300 0.000 6 0.000 0.094 0.094 0.000 NonR 0.000 40.000 0.094 0.094 0.000 0.000 SHEAR (Ultimate): IVIax Vu (1.2DL+l.6LL):::: 49.04 kips 0.90Vn = 355.89 kips lVIOMENTS (Ultimate): Span Cond Load Combo Mu @ Lb Cb Phi kip-ft ft ft Center PreCmp+ 1.4DL 214.4 21.9 0.0 1.00 0.90 CLL 0.00 0.00 0.00 Phi*Mn kip-ft 1042.50 Gravity Beam Design RAM Stce1 vl 1.0 Span Cond HOPE Engineering DataBase: 20703200-2NDFLR Building Code: UBCl Load Combo Mu lnit DL 1.4DL 214.4 Max+ l .2DL+1.6LL 483.1 l.2DL+ 1.6LL 483.1 @ 21.9 21.6 21.6 Controlling ~~"" REACTIONS (kips): Left Right Initial reaction 15.29 11.56 DL reaction 17.07 12.84 Max +LL reaction 17.84 12.77 Max +total reaction (factored) 49.04 35.83 DEFLECTIONS: Initia1 load (in) at 19.80 ft = Live load (in) at 19.80 ft = Post Comp load (in) at 19.80 ft = Net Total load (in) at 19.80 ft = Lb -0.448 -0.348 -0.383 -0.832 Cb LID = LID = LID = L/0 = Page 2/2 04/04/07 08:24:41 Steel Code: AISC LRFD Phi Phi*Mn 0.85 1140.19 0.85 1140.19 I j , B /v(_ !.'){,< 1070 1378 1252 577 ( L Z..qo Gravity Beam Desi~n RAM Steel vl 1 .0 q HOPE Engineering DataBase: 20703200-2NDFLR 04/04/07 08:24:41 Building Code: UBC1 Steel Code: AISC LRFD Floor Type: SECOND Beam Number = 22 SPAN INFORMATION (ft): I~End (62.50,24.00) JwEnd (62.50,48.00) Beam Size (User Selected) = W24X55 Fy = 36.0 ksi Total Beam Length (ft) = 24.00 Mp (kip-ft) = 405.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Reel% RoofLL Red% 6.000 2.91 0.00 0.0 3.45 0.00 0.0 0.00 0.0 12.000 4.80 0.00 0.0 5.31 0.00 0.0 0.00 0.0 18.000 3.32 0.00 0.0 3.66 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.020 0.025 NonR '12.000 0.020 0.025 2 18.000 0.020 0.025 NonR 24.000 0.020 0.025 3 0.000 0.055 0.000 NonR 24.000 0.055 0.000 SHEAR (Ultimate): Max Vu (l.2DL+l.6LL) = 18.08 kips 0.90Vn = 181.22 kips MOMENTS (Ultimate): Span Cone! LoadCombo Center Max+ Controlling REACTIONS (kips): DL reaction Max + LL reaction l.2DL+l.6LL 1.2DL+l.6LL Max +total reaction (factored) DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at at at Mu kip-ft 149.7 149.7 ~-:,_,.~ Left 6.27 6.40 17.76 12.00 ft 12.00 ft 12.00 ft @ Lb Cb Phi ft ft 12.0 6.0 1.13 0.90 12.0 6.0 1.13 0.90 Right ~It u (. y) fy\V\ ., . 6.45 6.46 18.08 = -0.128 LID = 2258 = -0.132 LID = 2188 = -0.259 LID = 1111 Phi*Mn kip-ft 364.50 364'.50 .... ~.i ... ........-=...~ J31'A Dk_ ( L 240 RAM Steel vl 1.0 HOPE Engineering Gravity Beam Design lo DataBase: 20703200-2NDFLR 04/04/07 08:24:41 Building Code: UBCl Steel Code: A!SC LRFD Floor Type: SECOND Beam Number = 24 SPAN INFORMATION (ft): I-End (40.00,36.00) J-End (62.50,36.00) Beam Size (User Selected) = Wl 8X35 Fy = 36.0 ksi Total Beam Length (ft) = 22.50 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) fc (ksi) Left 2.50 145.00 3.00 Decking Orientation perpendicular Decking type VULCRAFf 1.5VL beff (in) = 36.75 Y bar(in) Mnf (kip-ft) = 325.41 Mn (kip-ft) C (kips) = 142.02 PNA (in) leff (in4) = 1045.58 Itr (in4) Stud length (in) = 4.00 Stud diam (in) Stud Capacity (kips) Qn = 15.8 # of studs: Full = 32 Partial = 9 Actual = 20 Right 2.50 145.00 3.00 perpendicular VULCRAFT 1.5VL = 14.56 = = = = 304.00 15.43 1197.89 0.75 Number of Stud Rows = l Percent of Full Composite Action = 60.62 POINT LOADS (kips): Dist DL CDL RedLL Red% NonRLL StorLL Red% RootLL Red% 2.200 1.27 1.14 0.00 0.0 1.32 0.00 0.0 0.00 0.0 11.000 2.72 2.42 0.00 0.0 3.04 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist DL CDL LL Red% Type CLL 1 0.000 0.020 0.018 0.025 NonR 0.000 22.500 0.020 0.018 0.025 0.000 2 0.000 0.480 0.420 0.600 NonR 0.000 2.200 0.480 0.420 0.600 0.000 3 2.200 0.240 0.210 0.300 NonR 0.000 11.000 0.240 0.210 0.300 0.000 4 11.000 0.240 0.210 0.300 NonR 0.000 22.500 0.240 0.210 0.300 0.000 5 0.000 0.035 0.035 0.000 NonR 0.000 22.500 0.035 0.035 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+l.6LL) = 18.88 kips 0.90Vn = 103.23 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi kip-ft ft ft Center PreCmp+ 1 .4DL 44.4 11.0 0.0 1.00 0.90 Init DL 1.4DL 44.4 11.0 Max + 1.2DL+ l.6LL 106.1 11.0 0.85 Controlling l .2DL+ 1.6LL 106.1 11.0 0.85 ,o11J;,.~.,..,::, .... CLL 0.00 0.00 Phi*Mn kip-ft 179.55 258.40 258.40 (!,~:..,.,....j ..... ~#, ..... """\ r~ \__) ( rp I'/\, (\ I BM Dk: ' I Gravity Beam Design RAM Steel vl 1.0 HOPE Engineering DalaBase: 20703200-2NDFLR Building Code: UBCl REACTIONS (kips): Left Initial reaction 5.66 DL reaction 6.36 Max +LL reaction 7.03 Max +total reaction (factored) 18.88 DEFLECTIONS: lnitial load (in) at 11.14ft Live load (in) at 11.14ft Post Comp load (in) at 11.14 ft Net Total load (in) at 11.14 ft Right 4.27 4.80 5.31 14.25 = -0.180 = -0.109 = -0.120 = -0.301 LID = LID = LID = L/D = } l Page 2/2 04/04/07 08:24:41 Steel Code: AISC LRFD 1497 2467 2243 898 < L 2.,40 Gravity Bean1 Design RAM Steel vl 1..0 )2 HOPE Engineering DataBase: 20703200-2NDFLR 04/04/07 08:24:41 Building Code: UBCI Steel Code: AlSC LRPD Floor Type: SECOND Beam Number = 25 SPAN INFORMATION (ft): I-End (51.00,24.00) J-End (51.00,36.00) Beam Size (User Selected) = W12X26 Fy = 36.0 ksi Total Beam Length (ft) = 12.00 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit. weight concrete (pcf) re (ksi) Left 2.50 145.00 3.00 Decking Orientation parallel Decking type VULCRAFT 1.5VL beff (in) = 36.00 Y bar(in) Mnf (kip-ft) = 192.40 Mn (kip-ft) C(kips) = 63.12 PNA(in) leff(in4) = 383.10 Itr(in4) Stud length (in) = 4.00 Stud diam (in) Stucl Capacity (kips) Qn = 21.0 # of studs: Full = 22 Partial = 6 Actual = 6 Right 2.50 145.00 3.00 parallel YULCRAFT 1.5VL = 11.07 = 152.85 = 9.91 = 545.51 = 0.75 Number of Stud Rows= 1 Percent of Full Composite Action= 27.50 POINT LOADS (kips): Dist DL CDL RedLL Reel% NonRLL StorLL Reel% RoofLL Red% 6.000 2.91 2.56 0.00 0.0 3.45 0.00 0.0 0.00 6.000 2.23 1.96 0.00 0.0 2.64 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL CDL LL Red% Type CLL 1 0.000 0.026 0.026 0.000 NonR 0.000 12.000 0.026 0.026 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 8.14 kips 0.90Vn = 54.55 kips MOMENTS (Ultimate): Span Cond Center PreCmp+ foitDL Max+ Control1ing REACTIONS (kips): lnitial reaction DL reaction Max +LL reaction Load Combo 1.4DL 1.4DL 1.2DL+l.6LL 1.2DL+l.6LL Max +total reaction (factored) Mu kip-ft 19.7 19.7 48.3 48.3 Left 2.42 2.72 3.04 8.14 Right 2.42 2.72 3.04 8.14 @ ft 6.0 6.0 6.0 6.0 h(\) Lb Cb ft 0.0 1.00 <~ ~ ),-1t~·1 ," I 0.0 0.0 Phi 0.90 0.85 0.85 r·~. '!I'-' t, ,. --) '·1 \, CLL 0.00 0.00 Phi*Mn kip-ft 100.44 129.92 129.92 •• ,.,,..,,11',.'~i- "') I/• /, !(__ Gravity Beam Design RAM Steel vll.O DEFLECTIONS: 1nitial load (in) Live load (in) HOPE Engineering DataBase: 20703200-2NDFLR Building Code: UBCl at 6.00 ft at 6.00 ft Post Comp load (in) at 6.00 ft Net Total load (in) at 6.00 ft = -0.050 = -0.034 = -0.038 = -0.087 L/D = LID = L/D ;;;:; L/D = 15 Page 2/2 04/04/07 08:24:41 Steel Code: AfSC LRFD 2900 4223 3839 1652 (,, t~, .... ~-,.,.,..ht 21 ,sl/:J I' t,.- RAM Steel v11.0 HOPE Engineering Gravity Beam Design DataBase: 20703200-2NDFLR 04/04/07 08:24:41 Building Code: UBCI Steel Code: AISC LRFD Floor Type: SECOND Beam Number = 29 SPAN INFORMATION (ft): I-End (42.20,24.00) J-End (42.20,36.00) Beam Size (User Selected) = W12X26 Fy = 36.0 ksi Total Beam Length (ft) = 12.00 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) fc (ksi) Left 2.50 145.00 3.00 Decking Orientation Decking type parallel VULCRAfT 1 .5VL beff (in) = 31.20 Y bar(in) Mnr (kip-ft) = 185.06 Mn (kip-ft) C (kips) = 63.12 PNA (in) leff (in4) = 384.02 Itr (in4) Stud length (in) = 4.00 Stud diam (in) Stud Capacity (kips) Qn = 21.0 # of studs: Full = 20 Partial= 6 Actual= 6 Right 2.50 145.00 3.00 parallel VULCRAFT J .5VL = 10.75 = 152.57 = 9.9] = 523.57 = 0.75 Number of Stud Rows = 1 Percent of Full Composite Action = 3 l. 73 POINT LOADS (kips): Dist DL CDL RedLL Red% NonRLL StorLL Red% RootLL Red% 6.000 2.23 1..96 0.00 0.0 2.64 0.00 0.0 0.00 0.0 LINE LOADS (le/ft): Load Dist DL CDL LL Red% Type CLL 1 0.000 0.026 0.026 0.000 NonR 0.000 12.000 0.026 0.026 0.000 0.000 SHEAR (Ultimate): Max Vu (l.2DL+l.6LL) = 3.64 kips 0.90Vn = 54.55 kips MOMENTS (Ultimate): Span Cond Center PrcCmp+ !nit DL Max+ Controlling REACTIONS (kips): Initial reaction DL reaclion Max +LL reaction Load Combo J.4DL J.4DL 1.2DL+ l .6LL 1 .2DL+ l .6LL Max +total reaction (factored) DEFLECTIONS: lni tial load (in) at Mu kip-ft 8.9 8.9 21.2 21.2 Left 1.14 1.27 1.32 3.64 Right 1.14 1.27 1.32 3.64 6.00 ft = @ ft 6.0 6.0 6.0 6.0 -0.023 Lb ft 0.0 Ch 1.00 Phi 0.90 0.85 0.85 LID = 6347 CLL 0.00 Phi*Mn kip-ft 100.44 129.69 129.69 Gravity Beam Design RAM Steel vl 1.0 J iOPE Engineering DataBase: 20703200-2NDFLR Building Code: UBCl Live load (in) Post Comp Joad (in) Net Total load (in) at at at 6.00 ft = 6.00 ft = 6.00 ft = -0.015 -0.016 -0.039 L/D = I~/D = LID = 10 Page 2/2 04/04/07 08:24:41 Steel Code: AlSC LRFD 9766 8878 I 0 / 1-37 1 ~ •. ~,,,_. 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HOPE ENGINEERING i 30i Third Ave., Ste. 300 San Diego, CA 921 Oi JOB ?i:'? 7 r) ~-z.-'-. -=o'--o"--.. _____ ..J..../-=B::__ SHEET NO. ________ OF ______ _ CALCULATED BY __ .f::_,.,.~~.-.,J-_d,_," __ DATE {)f~-.. -(~ ~7 CHECKED BY ______ DATE SCALE---------------- I I I ,/' I ·7 I -: I '2 ---; ,,.,,,.. 1-l'-·, ~--. :>~ .:::?r Lu f -:;:. I 3? y: 4o p:,;r· ·:::::-5 2 _:8t? j;:' () '7 -'I () -0 rJ k--7 d r-z .a -· I ~ ,O ,.,./ -J.f: I p -::: , .:..... (<:? ,t--JP , :..-:::;? , __ ..... r,... ? ,?:;?:.:7 ...,,. . ,:5 ::... -;, '-t' ·' f)b, !)~ //1,x,iZ. I ro ro we,t.S 'P.t.:: ·; I C> k,· l +-----~---~-----