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Home My WebLink About2800 ROOSEVELT ST; D; CB004178; PermitL!I 07/02/2001 / City of Carlsb'1ad 1635 Faraday Av Carlsbad,CA 92008 Commercial/Industrial Permit Permit No: CB004I 78 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2800 ROOSEVELT ST CBAD TI Sub Type: COMM 2031820400 Lot#: 0 $630,480.00 Construction Type: NEW Reference #: LAMBESIS - TI 19000 SF 19,000 SF TENANT IMPROVEMENT Status: ISSUED Applied: 11/09/2000 Entered By: JM Plan Approved: 02/23/2001 Issued: 07/02/2001 Inspect Area: Applicant: ,.Owner:—_. ,L4 YARR JENNIFER - ROOSEVELT TAMARACK lNZfl4E1tt1 9113P 4650.81 201 34189 PACIFIC COAST HWY 7 6VENTURE4215 DANA POINT CA 92629 / lR\9NECA'9261.8 0 949-234-1950 7 on Total Fees $6,025J81 Total Payr6rnCs-:To Date $1,37'5-,.-6'0 - -alance Due $4,650.81 7 / \o) \ Building Permit / / I.-..-. Add 'I Building Permit Fee Plan Check I Add'l Plan Check Fee Plan Check Discdunt Strong Motion Fe 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 Red. Water Con. Fee $2,411.46 - Metér An— 'c__-._ •-•--•. $156745MeterJ A Fee fficimract (CFb LIMBING TOTAL tLLiRi!L iUIPtL MECHANICAL-TOTAL Máster.Draige F Sewer Fee: Ad4idnies':-) TOTAL' PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $132.00 $310.00 $97.50 $0.00 $0.00 $0.00 $0.00 $6,025.81 FINAL APPROVAL Date: I / L 1 '. 6 Clearance: NOTICE: Please take NOTICE that approval of your project includes the 'Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/exactions.' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 I FOR OFFICE USE ONL I PLAN CHECK NO 013~ tN IT.VAL I Plan Ck. Deposit _______ Validated B - .i PREcU!AiJOL.2JL$ Address (include Bldg/Suite #) Business Name (at this address) Legal Description Lot No. . Subdivision Name/Number Unit No. Phase No. Total # of units ,Jo. ntz,1(28/21 3331, 35 4 'Q.&SE& LA4' eV. Assessor's Parcel # Existing Use k3tiLsivve-.55, chWt e, Pr Use 47-1 Description of Work SQ. FT. #of Stories ilMYBedrooms # of Bathrooms -re441Lv4 V* - -- /O90O—QQ) 00 Name Address y State/Zip Telephone # Fax # gqjfjo9 - £NthFeP- 1W91TF1E1-I Acce'. II9 Pe z,s VA14A.bg,t.r, OA qvzi 9yfzi4cb Name Address City State/Zip Telephone # F-AxOF W V ROPERTY OWNE JTT T _55T L-'-,u, ?rDQttts tks(. kfiCeS (.p IPMu$O- 5e2.Is 1gw,e, 64- q2&,8 Nanle Address City State/Zip Telephone # 9441-77-7 62 S 1/ (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 ($5001). Name Address - City State/Zip Telephone # StateLicense-#-(,o?.2.O 41 License Class City.Business License 4, Designer Name Address City State/Zip Telephone State License // ORKEMLS1LON2I2__— Workersrnpensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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-Camp , .1). ExPiratuonDatebt/fYWltJ2DOt (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) I 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 sJ Faure to the Workers' Compensation Laws of California. WARNING: to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand do100, 0), in a ition to the cost of compensation, damages as provided for inSection 3706 of the)..abqr code, interest and attorney's fees. SIGNA-TURE - WNER"D EAATIöN 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). 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). I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE - DATE OMPLETET SECTION: LNES1BUILDINQITS ONLV Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES XNO 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 XNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 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. 18 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. 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ PUCNLçERTIHCATION -I I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citi of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. 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 I 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 pe it is spended or abandoned at APPLICANT'S SIGNATURE any time after the work is com 2!n ri Uniform Building Code). DATE - .- lIE: File YELLOW: Applicant PINK: Finance ,. Inspection List Permit#: CB004178 Type: TI COMM LAMBESIS -TI 19000 SF 19,000 SF TENANT IMPROVEMENT Date Inspection Item Inspector Act Comments 01/29/2002 89 Final Combo PD AP FINAL PER PETE 11/02/2001 89 Final Combo PD CO 09/27/2001 89 Final Combo PD CO OK TO OCCUPY 09/21/2001 18 Exterior Lath/Drywall PD AP 09/10/2001 84 Rough Combo PD CO 09/04/2001 17 Interior Lath/Drywall PD NR NO SUPER 08/30/2001 17 Interior Lath/Drywall PD PA NORTH SIDE 08/29/2001 13 Shear Panelè/HD's TP NR 08/29/2001 13 Shear Panels/HD's TP NS 08/29/2001 14 Frame/Steel/Bolting/Weldin TP NR 08/27/2001-14 Frame/Steel/Bolting/Weldin PD PA 08/20/2001 22 Sewer/Water Service RB WC 08/20/2001 23 Gas/Test/Repairs RB AP TEST & SIZING OK 08/20/2001 24 Rough/Topout RB PA WATER ONLY - WASTE NR 08/17/200114 Frame/Steel/Bolting/Weldin PD AP WALLS 08/17/2001 34 Rough Electric PD AP 08/14/2001 34 Rough Electric PD PA AT METERS 08/14/2001 39 Final Electrical PD WC 08/01/2001 12 Steel/Bond Beam PD AP SLAB 07/23/2001 15 Roof/Reroof PD AP 07/19/2001 15 Roof/Reroof PD NR 07/18/2001 15 Roof/Reroof PD PA 07/17/2001 15 Roof/Reroof PD PA 07/16/2001 14 Frame/Steel/Bolting/Weldin PD NR 07/16/2001 34 Rough Electric PD PA HOUSE METER RELEASE 07/09/2001 11 Ftg/Foundatior/Piers PD AP 4 PADS Tuesday, January 29, 2002 Page 1 of 1 Total Time: Act Comments CQ Requested By: HARRY Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical City of Carlsbad Bldg Inspection Request For: 11/02/2001 I Inspector Assignment: PD Permit# CB004178 Title: LAMBESIS - TI 19000 SF Description: 19,000 SF TENANT IMPROVEMENT Type: TI Sub Type: COMM Job Address: 2800 ROOSEVELT ST Suite: Lot ,0 Location: APPLICANT YARR JENNIFER Owner: Remarks: Phone: 7608025507 InspectofI Associated PCRs InsDection History Date Description Act lnsp Comments 09/27/2001 89 Final Combo Co PD OK TO OCCUPY 09/21/2001 18 Exterior Lath/Drywall AP PD 09/10/2001 84 Rough Combo CO PD 09/04/2001 17 Interior Lath/Drywall NR PD NO SUPER 08/30/2001 17 Interior Lath/Drywall PA PD NORTH SIDE 08/29/2001 13 Shear Panels/HD's NS TP 08/29/2001 13 Shear Panels/HD's NR TP 08/29/2001 14 Frame/Steel/Bolting/Welding NR TP 08/27/2001 14 Frame/Steel/Bolting/Welding PA PD 08/20/2001 22 Sewer/Water Service WC RB 08/20/2001 23 Gas/Test/Repairs AP RB TEST & SIZING OK 08/20/2001 24 Rough/Topout PA RB WATER ONLY - WASTE NR 08/17/2001 14 Frame/Steel/Bolting/Welding AP PD WALLS 08/17/2001 34 Rough Electric AP PD - 08/14/2001 34 Rough Electric PA PD AT METERS 08/14/2001 39 Final Electrical WC PD 11 c7A ENGINEERING, INC. CONSTRUCTION TESTiNG & ENGINEERING, ESCONDIDO.TRACY *CORONA •OXNARD •LANCASTER INSPECTION REPORT - - -- rAul_j_oF, CTE JOB # REPORT U PROJECT NAME:17 ADDRESS: ARCHITECT:_j1.rt'1; ENGINEER: CONTRACTOR: _L/L..tjY INSPECTION DATE: PLAN FILE: BLDG PERMfJ':Ci OTHER: Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ) STRUCTURAL STEEL ( ) BOLTS ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( -_"t7 _;.,_' _..-/•_.j•r__;::':••.1j(_. 7 - - - - 14 ---5' . •-2- L-)/.\ I', ,h...r•' -- ., - - MW NAME (PRINT) Y'_'-' SIGNATURE .. .. '-s. CERTIFICATION NO ' ____________ ,'_I ON of Carlsbad Final Building Inspection. Dept: Building Engineering Planning CMWD St Lite Jre Plan Check #: Date: 09/27/2001 Permit #: CB004 178 Permit Type: TI Project Name: LAMBESIS - TI 19000 SF Sub Type: COMM 19,000 SF TENANT IMPROVEMENT Address: 2800 ROOSEVELT ST . Lot: 0 Contact Person: TERRY Phone: 7608025507 Sewer Dist: CA Water Diet: CA By: Inspected: Approved: sapproved: Inspectd Date Inspected Date By: Inspected: Approved: ______ Disapproved: Inspected Date By: . Inspected: Approved: ______ Disapproved: Comments: Signed 1. List JAN-31 01 10:08 FROM:WHITFIELD ASSOCIATES 949-23-1946 TO:714 252 8082 PRE:02 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 2800 Roosevelt St. Ste. D -. 000-4 178. PLAN CHECK NUMBER. - OWNER'8 NAME: _Lámbesis 14C.- 1. as the owner, or agent of the owner (contractors may cat employ the sppctaflnlpector), certify that I, or the srcPdtactlenglnssr of record. wfll be responsible for Imploying the special Inspector(s) as required by Uniform BuUdIngCe (USC) 5.eflon 1701.1 for the construction project located at Ae situ 10 above. U - 711,12 _____ 108.3.1. 81girted 4: &A I F I, as the engineer/architect of record. certify that Inspection program as required by USC Section the site listed eboy.--. I have prepared the follQWlrig special 108.3.6 for the consvuctlqç project located at 30111 CompllsncePvlorto.•Foundatlon Inspection Iffield Welding Structural ConcitaOver 2500 P3t - gh Stvngth Balling Prutr.uad ConCrsJ• T xpanaldiIEpo*y Anchors Structural Masonry Sprsy.I'On Fireproofing Designer Specified J-Oth•r Name(s) of Individual(s) or firm(s) rispons)bl.fot-4ke40eclsHnapsations listed above: A. nstr-uctin,.Zeting and Engineering Contact: Leo Trahan (760)746-4955 C.-- DutIes of the special lnspector..fer.the work listed above: A I M cc.o t 4)c v.jiR+ cflorJ i -7 oj, 5 :. jc. - BI 1 - C. - -- 1 1ps•t Inpum aflill 4hack In WIM Sta City IN pmunt Dial, amOmA Viii fW i9pII SWA WilhWno Wft on mis job i1. 50d RE; 01 1OOC 6C UPC 9I-09S-8S8:Xe4 iOIJii0d?1OD 119S3 MV-22 01 18:41 FROM: WHITFIELD ASSOCIATES 949-234-1946 TO: 7607499412 PAGE:07 City of Carlsbad 00.4178 P0R01102 &EIVED 5/14/01 JUN 82001 SPECIAL INSPECTION PROGRAM ADDRE8Q OR LBOAL DESCRIPTION; !!P° r. G4*4PO PLAN CHICK NUMBER; - - OWNER'S NAME: 7'O I_% %(F-lox-A&-4D I, as the owner, or agent of the owner (contractors may no employ the special Inspector), certify that I, or the arthitsot/englneor of record, will be responsible for employing the special Inspector(s) as required by Uniform Building Code (USC) Becton 1701.1 for the Construction project loctØ q1 the site listed above. UB8sctlon 106.3.0 I. as the .ng1nur/archfiot of iscoid, aertl& that I have prepared the fhtlowuig spiel.) insp.ation prorazn as required by UBC Section 106.3.5 for the construction project 1ocgjt the site listed above. soul rn r ( No. C043202 J JI Signed AWAU~_________________________ *'t Exp. 3-3104 iJ1 OF C I. List of work requiring spesiel Inspection: Soils Compilano. Prior to Foundation inspection Z Field Welding Structural Concrete Over 2600 PSI High Strength Bolting prestressed Concrete !xpanslanlEpozy Anchors Structural Masonry 01 Spri adOn Flreprooflng Designer Specified 0 Other - -- 2. Name(s) of Individual(s) or firm(s) responsible for the special Inspections listed above: A .T F.. Z4I4 V'*er-6vtTr. 4' Epu7eA2c,Z : --- - 3. Duties of the special Inspectors for the work listed above: A. ftp %J-LiIJ4 a, PA. (Ok)[E pa.iat In.p.atwi chill &iack In VAIN the City and prassit, lhstr widsntlali for sppivsl pita= bi5liffil'tp wait' or ha job liii. 80d -V; PT Tooz Pt AVW qt-flQC-Qpj LIMT IlJUIl EGiI Corporation In Partnership with Government for Building Safety DATE: 2/20/01 CANT JURIS. JURISDICTION: City of Carlsbad LAN REVIEWER 0 FILE PLAN CHECK NO.: 00-4178 SET: IV PROJECT ADDRESS: 2808 Roosevelt Street Suite D PROJECT NAME: Project L - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LII The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LIII The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI 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. LI 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 LI REMARKS: By: Doug Moody Enclosures: Esgil Corporation O GA 0 MB 0 EJ 0 PC 2/12/01 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 rl F ETGThCorporation In Partnership with Government for Building Safety DATE: 215/01 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 00-4178 SET: III PROJECT ADDRESS: 2808 Roosevelt Street Suite D PROJECT NAME: Project L - TI O APPLICANT ucJUi U PLAN REVIEWER U FILE 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: Jennifer Yarr / Whitfield Associates 34189 Pacific Coast Hwy, Dana Point, Ca. 92629 El 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: Jennifer Yarr / Whitfield Associates Date contacted: 2.!6I0 (by: (-AM Mail ..Th1ephone Fax '-"In Person LI REMARKS: By: Doug Moody Enclosures: Esgil Corporation D GA 0 MB fl EJ 0 PC 1/29/01 Telephone #: 949-234-1950 ext 12 Fax #: 949-234-1946 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 00-4178 III 2/5/01 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 00-4178 PROJECT ADDRESS: 2808 Roosevelt Street Suite D SET: III DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 1/29/01 2/5/01 REVIEWED BY: 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. Please make all corrections on the original tracings and submit three new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo If City of Carlsbad 00-4178 III 2/5/01 These corrections are in response to items not fully addressed or as the result of information provided. The resubmitted PME plans were attached to. set II, but did not address these remaining structural corrections. I spoke With the structural engineer and discussed each remaining correction with him. 4. Provide a section view of all new interior partitions. Show: a) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing) or provide structural design, signed and stamped by a licensed Architect or Engineer to show the tube steel wall stiffener adequate to provide the required lateral support. Please provide a view of all interior partition walls. 9. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural design of the items listed below. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. The new opening in the existing masonry wall. The plans do not address the new opening in the existing masonry wall into the room adjacent the spray room. The plans do not address the new changes to the storefronts as shown on the new details H8 and H9 on sheet A31. Please provide plans and calculations for the removal of the sections of the masonry walls and the relocation and support of the existing lentils. Please provide a foundation plans showing the wall stiffeners locations shown on the elevations for the interior 10' partition wall. The support of the angled wall (detail D7 on A42). Please note or show if special inspection is required for field welding. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. 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 Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS FIELD WELDING YES When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. EsGil Corporation In Partnership with Government for Building Safety DATE:. 1/29/01 O .APPLJCANT JURISDICTION: City of Carlsbad 0 PLAN REVIEWER O FILE PLAN CHECK NO.: 00-4178 SET: II PROJECT ADDRESS: 2808 Roosevelt Street Suite D PROJECT NAME: Project L - TI D 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. LI 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. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Jennifer Yarn Whitfield Assoc 34189 Pacific Coast Hwy, Dana Point, Ca. 92629 LI 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: Jennifer Yarn Whitfield Assoc Date contacted: r/2.910f (by:(A'c) Mail '—Tfephone Fax - In Person LI REMARKS: By: Doug Moody Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 Pc 1/19/01 Telephone #: 949-234-1950 ext 12 Fax #: 949-234-1946 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 00-4178 II 1/29/01 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 00-4178 PROJECT ADDRESS: 2808 Roosevelt Street Suite D SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 1/19/01 1/29/01 REVIEWED BY: Doug Moody 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. Please make all corrections on the original tracings and submit three new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo ..- City of Carlsbad 00-4178 II 1/29/01 These corrections are in response to items not fully addressed or as the result of information provided. Please show the exhaust vent for the spray room (shown on the electrical sheets) on the mechanical sheets. Please indicate the type of vent, if it has an exhaust fan and show it interlocked with the supply, what it is intended to vent? Please revise the plans to show the spray room to comply with Section 1202.2.2 of the UBC Provide a section view of all new interior partitions. Show: a) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing) or provide structural design, signed and stamped by a licensed Architect or Engineer to show the tube steel wall stiffener adequate to provide the required lateral support. Please provide a view of all interior partition walls. 9. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural design of the items listed below. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. The new opening in the existing masonry wall. The plans do not address the new opening in the existing masonry wall into the room adjacent the spray room. The plans do not address the new changes to the storefronts as shown on the new details H8 and H9 on sheet A31. Please provide plans and calculations for the removal of the sections of the masonry walls and the relocation and support of the existing lentils. Please provide a foundation plans showing the wall stiffeners locations shown on the elevations for the interior 10' partition wall. The support of the angled wall (detail D7 on A42). Please note or show if special inspection is required for field welding. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. 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 Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS FIELD WELDING YES When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 12. Please revise the single-line diagram on E-5 to show the feeder conductors for the new 1200 amp distribution section to be 600 MCM per table 310-16 of the NEC. Please revise the electrical plans to show the work only to be done under this permit. SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the constructio n project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located a t the site listed above. EIeeV,IA,d,ite, Seal & SflailoHem Signed 1. List of work requiring special inspection: O Soils Compliance Prior to Foundation Inspection 0 Field Welding O Structural Concrete Over 2500 PSI 0 High Strength Bolting O Prestressed Concrete 0 Expansion/Epoxy Anchors O Structural Masonry 0 SprayedOn Fireproofing O Designer Specified 0 Other 2. Name(s) of individual(s) or firm(S) responsible for the special inspections listed above: 3. Duties of the special inspectors for the work listed above: Special inspectors shall check in with the City and present their credentials for approval p r i o r t o b e g i n n i n g w o r k o n t h e J o b s i t e . EGi[Corporation In Partnership with Government for Building Safety A DATE: 11/21/00 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 00-4178 U APPLICANT JURI U PLAN REVIEWER U FILE SET:I PROJECT ADDRESS: 2808 Roosevelt Street Suite D PROJECT NAME: Project L -TI El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El 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. El 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. El 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: Jennifer Yarr I Whitfield Assoc 34189 Pacific Coast Hwy, Dana Point, Ca. 92629 El 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: Jennifer Yarr / Whitfield Assoc Date contacted: (1122 )00 (by: I##-) Mail Xélephone v- Fax In Person El REMARKS: By: Doug Moody Enclosures: Esgil Corporation 0 GA 0 MB U EJ J Pc 11/14/00 Telephone #: 949-234-1950 ' ' 2. Fax #: 949-234-1946 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 00-4178 11/21/00 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 00-4178 OCCUPANCY: B TYPE OF CONSTRUCTION: V- 1H ALLOWABLE FLOOR AREA: SPRINKLERS?: NO REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11/9/00 DATE INITIAL PLAN REVIEW COMPLETED: 11/21/00 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Office ACTUAL AREA: 19000 STORIES: 1 HEIGHT: OCCUPANT LOAD: 236 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/14/00 PLAN REVIEWER: Doug Moody 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.. Rian 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 City of Carlsbad 00-4178 11/21/00 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. A complete description of the activities and processes that will occur in the spray room should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 3-0 and 3-E possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 307.1.6. Please show the exhaust vent for the spray room (shown on the electrical sheets) on the mechanical sheets. Please indicate the type of vent, if it has an exhaust fan and show it interlocked with the supply, what it is intended to vent? Provide a section view of all new interior partitions. Show: a) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing) or provide structural design, signed and stamped by a licensed Architect or Engineer to show the tube steel wall stiffener adequate to provide the required lateral support. Specify lever-type hardware for passage doors on floors accessible to the disabled. Title 24. City of Carlsbad 00-4178 11/21/00 Rooms with more than 10 occupants may have one exit through one adjoining room, the occupants of room 113 must exit through only one adjoining room. Revise exits to comply. Section 1004.2.2. Please clarify detail HI on A42 to show the method of attachment and lateral bracing for the soffit. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural design of the items listed below. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. The new opening in the existing masonry wall. The support of the angled wall (detail D7 on A42). Please note or show if special inspection is required for field welding. The relocation of the existing stairs. Please provide a framing plan for the new 8x8 skylight. Please revise the plans to show a disabled accessible reception work station and transaction counter. - Please revise the single-line diagram on E-5 to show the feeder conductors for the new 1200 amp distribution section to be 600 MCM per table 310-16 of the NEC. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes No L3 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 Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 00-4178 11/21/OO VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 00-4178 PREPARED BY: Doug Moody DATE: 11/21/00 BUILDING ADDRESS: 2808 Roosevelt Street Suite D BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-1H BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 19000 28.00 532,000 Air Conditioning __ Fire Sprinklers __ TOTAL VALUE 532,000 Jurisdiction Code lcb IbY Ordinance I 1994 UBC Building Permit Fee V 11994 UBC Plan Check Fee Type of Review: E Complete Review U Repetitive Fee U other I Repeats Hourly Esgil Plan Review Fee Comments: I 2,116.281 I 1,375.581 0 Structural Only I 1,100.461 Sheet I of I macvalue.doc PLANNING/ENGiNEERiNG APPROVALS S PERM!r NUMBER CI ) 4' 7 - DATE____________ ADDRESS o2&c725SQL- A) ESWTL (iMPR0J) 11S)DET1AL ADDmoN MINOR PA CAMINO REAL (<$1(19000.00) CARLSBAD COMPANY STORES -. VILLAGE FAIRE COMPLETE OFFICE BUILDING ItInwompol W-U& I m- = PLANNER DATE ENGINE DATE , Carlsbad Fire Department 004178 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category. Building Plan Date of Report: 01/29/2001 Reviewed by: , Name: Whitfield Associates Address: 34189 Pacific Coast Hwy. Suite #201 City, State: Dana Point CA 92629 Plan Checker: Job #: 004178 Job Name: Lambesis BIdg#:CB004:11 Job Address: 2808 Roosevelt Street Ste. or Bldg. No. D Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. E] Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. O 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 I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st 2nd 3rd Other Agency lD FD Job # 004178 FD File # DECEMBER 23, 2001 TO: \ BUILDING DEPARTMENT FROM: Management Analyst, Redevelopment Department TENANT IMPROVEMENTS TO EXISTING OFFICE SPACE LOCATED AT 2808 ROOSEVELT ST. #D - ROOSEVELT CENTER - PLAN CHECK NO. CB004178 I have reviewed the building plans for the above referenced project. The project is exempt from the redevelopment permit process because the proposed work qualifies as a maintenance activity. Therefore, no land use permit is required. I do not have any objections to the issuance of the building permit for this project. This information will be entered into Permits Plus. If you have any questions, please contact me at x2813. Oki LORI H. ROSENSTEIN DECEMBER 6, 2000 FROM: Management Analyst, Redevelopment Department TENANT IMPROVEMENTS TO EXISTING OFFICE SPACE LOCATED AT 2808 ROOSEVELT ST. #D - ROOSEVELT CENTER - PLAN CHECK NO. CB004178 I have reviewed the building plans for the above referenced project. The Housing and Redevelopment Department has some concerns with the exterior modifications to the building and has attempted to get clarification from the new tenant. We have maintained ongoing discussions with both the property owner and the new tenant prior to their submitting the building plans. In my last telephone conversation with the tenant, Nick Lambesis, he stated his architect is currently amending the building plans which will result in changes to the exterior elevations of the structure. It is my understanding that the applicant will be resubmitting modified building plans in the near future. Therefore, the attached plans are being returned without an approval from our department. This information has been entered into Permits Plus as a request for corrections. If you have any questions, please contact me at x2813. LORI H. ROSENSTEIN STRUCTURAL CALCULATIONS • FOR Project L • KPFF Job# 10-0264 Date 12/21/2000 ev,s€r Xd,) 16117 ~ ~ Consulting Engineers project PO'EC.1 L.... by I sheet no. 2222 Martin, Suite 212 location date I 2.] g/oo Irvine, CA 92612 client (949) 252-1022 tel (949) 252-8082 fax job no. Ii-) - (_Frf FAv'—Jc7 Ai 5. 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' 0 It MAY. ,fAC".-'C, = '-'/ A--j6 L Consulting Engineers 2222 Matte,, Suite 212 liwne,CA92612-1406 (949) 252-1022 td (949) 252-8082 fax project Project by SS date 12/21/001 I sheet no. lb location client job no. lO_ o2_(d Angle Wall Foundation Design Basketball Footing Design Based on 1997 UBC, Section 1806.8.2 Inputs Table 18-I-A Allowable Bearing Pressure Qb = 1000 psf Allowable Lateral Bearing Pressure QL = 100 psf (Note: See footnotes in Table 18-I-A for allowables) Desian Parameters Diameter Footing (b) 2.00 ft Depth of Embedment (d) d= 4.86 ft Distance to Load (h) h= 13.00 ft Lateral Load (P) 415 lbs Outputs P Analysis Parameters Allowable Lateral Soil Pressure (based on depth of embedment) S3 = 486 psf Constrained (Iterate input depth above until equal to depth below) Depth of footing required d = 4.86 ft (4.25*P*hl(S3*b))Ao.5 footing design I Angle Wall Foundation project P Consulting E o by sheet no. c_i (_._ Engineers location date I ', 2222 Martin, Suite 212 Irvine, CA 92612 client Job no. (949) 252-1022 tel (949) 252-8082 fax - 2 9 Ai.)C 4vt I_-750 DC- 1L I. L Ti 3. ,-..JiDfl-f -. l/z__Is ('p)c")-=. -500 c J1-O-rAL YO p1 +O t_ A < = e'. 1c . ir v'1 AJDcN X rp E0 Ifl 3'LI +(ioo)Ce'.C"V') 7 ., k U VV .2-,+ x '1- Z'370 " = I ' 4 , project Consulting Engineers location 2222 Martin, Suite 212 I,vine, CA 92612 client (949) 252-1022 tel (949) 252-8082 fax by sheet no. date Iz_ Job no. - Lo Pc 23.. . I - z .-1_-x• NC_lZ)(IO. &4,'.1- ,•,i 71 ek jctZ 1415 ,,.i8 t) gjl.t >ip KIP CIX2LôI7 ctiwi'.,j -4 64er A€'5 t D i(,r— I P =Kip b if ofp-j i- L.)= •I.5 *j-R- m V )i72 '5 IN SIR SEE MORE. UCTURAL-CALCS- REVISIONS Hazardous Materials SAN DIEGO REGIONAL ( HAZARDOUS MATERIALS QUESTIONNAIRE . Management Division dUSTY OF SISSI Business Name Contact Person Telephone Lambeis F.ve .Trr11 858) 794-6444 ext. 243 Mailing Address City State Zip Plan Filet 100 Via de la Valle Del Mar CA 92014 Site Address City State Zip Plan Filet 2808 Roosevelt St. Suite D Carlsbad, CA 92008 PART I: FIRE DEPARTMENT. HAZARDOUS MATERIALS MANAGEMENT DIVISION: OCCUPANCY CLASSIFICATION Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any or the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Explosive or Blasting Agents 4. Flammable Solids 7. Pyrophorics 10. Cryogenics 13. Corrosives Compressed Gases 5. Organic Peroxides S. Unstable Reactivas 11. Highly Toxic or Toxic Materials 14. Other Health Hazards Flammable or Combustible Liquids 6. Oxidizers 9. Water Reactives 12. Radioactive, If the answer to any of the questions is yes. applicant must contact the County of San Diego Hazardous Materials Management Division, 1255 Imperial Avenue. 3rd Floor, San Diego, CA 92186.5261. Telephone (619) 338-2222 prior to the issuance of a building permit. FEES MAY BE REQUIRED Yes No Is your business listed on the reverse side of this form? Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet or carcinogens/reproductive toxins in any quantity? rV1 Will your business use an existing or install an underground storage tank? • Will your business store or handle Acutely Hazardous Materials? OFFICE USE ONLY 0 RMPP Exempt Date Initials 0 RMPP Required Data Initials 0 RMPP Completed Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT If the answer to any of the questions is yes, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive. San Diego, CA 92123. Telephone (619) 694-3307 prior to the issuance of a building permit. YES NO E= Will the intended occupant install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the reverse side of this form? (ANSWER ONLY IF QUESTION 1 IS YES.) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12) as listed in the current Directory of School and Community College Districts, published by the San Diego County Office of Education and the current California Private School Directory, compiled in accordance with provisions of Education Code Section 331907 Briefly describe nature of the intended business activity: Business Office Name of Owner or Authorized Agent: Jennifer Yarr. Whitfield Associates, Inc. Signature of and correct. ilief the responses Date: are true Do not write below this line C-' ' - FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: Date: EXEMPT FROM PERMIT REQUIREMENTS COUNTY-HMMD APCD APPROVED FOR BUILDING PERMIT SUT NOT OCCUPANCY COUNTY-HMMD APCD APPROVED FOR OCCUPANCY COUNTY-HMMD APCD Eovircomeatal Health Servau County of Sea Diego DHS:HM9171 (6192) Dquensuebt of Health Services COATINGS & SURFACE PREPARATION O1-Abrasive Blasting Equipment 27-Costing & Painting 37-Plasma Are & Ceramic Deposition Spray Booths 38-Paint. Stain & Ink Mtg. METALS 18-Metal Melting Devices 19-Oil Quenching & Silt Baths 32-Hot Dip Galvanizing 39-Precious Metals Ruining 29-Solder Levelers 29-Hydro.qus.g..s 42-Electronic Component Manufacturing EM 12-Fish Canneries 12-Smoke Houses 50-Coffee Roasters 35-Bulk Flour & Powdered Sugar Storage ORGANIC COMPOUND MARKETING (GASOLINE. ETC) 25-Gasoline & Alcohol Bulk Plan, & Terminals 25-lnt.,mediat. Refuelers 26-Gasoline & Alcohol Fuel Dispensing LIST OF BUSINESSES WHICH REQUIRE REVIEW AND APPROVAL FROM COUNTY OF SAN DIEGO HEALTH DEPARTMENT THE HAZARDOUS MATERIALS MANAGEMENT DMSION AUTOMOTIVE CHEMICAL HANDLING OTHERS AND MISCELLANEOUS Battery Manufacturing/Recycling Boat Yard Car Wash Dealership Maintenance and Paint Machine Shop Painting Radiator Shop Rental Yard Equipment Repair, Preventive Maintenance Repair. Major Overhaul Transportation Services Wracking and Recycling METAL WORKING Anodizing Chemical Milling/Etching Finish-Coating. Painting Flame Spraying Foundry Machine Shop-Drilling, Lathes. Mills Metal Plating Metal Prepping/Chemical Coating Precious Metal Recovery Sand Blasting. Grinding Steel Fabricator Wrought Iron Manufacturing Agricultural Suppliers/Distributors Chemical Suppliers/Distributors Chemical Manufacturer Coatings/Adhesives Compressed Gas Supplier/Distributor Dry Cleaning Fiberglass/Resin Applications Gas Station Industrial Laundry Laboratories Laboratory Suppliers/Distributors Oil and Fuel Bulk Supply Pesticide Operator/Distributor Photographic Processing Pool Supplies/Maintenance Printing/Blue Printing Road Coatings Swimming Pool (Gas Chlorination System. Only) Toxic Ga. Handier Toxic Gas Mfg Electronics Components Mfg. Electronics Assembly and Sub Assembly Printed Circuit Board Mfg. Asphalt Plant Chiropractic Offices Co-Generation Plant Dental Clinic/Offices Dialysis Centers Frozen Food Processing Facilities Government Agencies Hazardous Waste Haulers Hospitals/Convalescent Homes Laboratories, Biological Laboratories Medical Clinics/Offices Public Utilities Rock Quarry Veterinary CliniciHospitals Wood/Furniture Manufacturer/Refinishing Ship Repair/Construction AEROSPACE Aerospace Industry Aircraft Manufacturing Aircraft Maintenance NOTE: THE ABOVE LIST INCLUDES BUSINESSES WHICH TYPICALLY USE, STORE, HANDLE AND DISPOSE OF HAZARDOUS SUBSTANCES. ANY BUSINESS NOT INCLUDED ON THIS LIST WHICH HANDLES, USES OR DISPOSES OF HAZARDOUS SUBSTANCES MAY STILL REQUIRE HAZARDOUS MATERIALS MANAGEMENT DIVISION (HMMO) REVIEW OF BUSINESS PLANS. FOR MORE INFORMATION CALL (619)338-2222. LISTING OF AIR POLLUTION CONTROL DISTRICT PERMIT CATEGORIES Businesses which include any of the following operations or equipment will require clearance from the Air Pollution Control District. CHEMICAl. 47-Organic Gas Sterilizers 32-Acid Chemical Milling 33-Can & Coil Manufacturing 44-Evaporators. Dryers & Still, Processing Organic Materials 24-Dry Chemical Mixing & Detergent Spray Towers 35-Bulk Dry Chemical Storage COMBUSTION 34-Piston Internal-Combustion Engines 13-Boilers & Heaters 11 Million Btu/Mr. or larger) 13-Gas Turbines, and Turbine Test Cells & Stands 14-Incinerators a Crematories 15-Bum Out Oven. 1 6-Core Oven. 04-Hot Asphalt Batch Plants OS-Rock Drills 07-Sand Rook & Aggregate Plants 08-Concr.t. Batch, CTB, Concrete Mixers, Mixer, & Silos 10-Brick Manufacturing 28-Vapor & Cold Degreasing 30-Solvent & Extract Driers 31-Dry Cleaning OTHER 03-Asphalt Roofing Kettle, and Tankers 46-Reverse Osmosis Membrane Mfg 51-Aqueous Waste Neutralization 11-Ti,. Buffers 17-Broke D.bonders 23-Bulk Grain & Dry Chemical Transfer a Storage 45-Rubber Mixers 48-Landfill Ga. Flare or Recovery Systems 21-Waste Disposal & Reclamation Units 36-Grinding Booths a Rooms 40-Asphalt Pavement Heaters 43-Ceramic Slip Casting 41-Peulite Processing 40-Cooling Towers-Registration Only NOTE: OTHER EQUIPMENT NOT LISTED HERE THAT IS CAPABLE OF EMITTING AIR CONTAMINANTS MAY REQUIRE AN AIR POLLUTION CONTROL DISTRICT PERMIT. IF THERE ARE ANY QUESTIONS, CONTACT THE AIR POLLUTION CONTROL DISTRICT AT (619) 694-3307. Eovir"n"1 Hesith Services CalmlY of Sin Diego DHS:HM-9171 (6/92) Dcpatncet of Health Services PERMIT REPORT (rcity of Carlsbad Print Date: 06/24/2020 Permit No: PCRO1102 Job Address: 2800 Roosevelt St Permit Type: BLDG-Migrated Work Class: BLDG-Migrated Status: Closed - Finaled Parcel No: Applied: 04/30/2001 Valuation: $0.00 Lot U: Issued: 07/02/2001 Occupancy Group: Project U: PermitFinal U Dwelling Units: Construction Type Close Out: Bedrooms: Inspector: Bathrooms: Orig. Plan Check U: Final Plan Check U: Inspection: Project Title: Description: PCR - LAMBESIS-REV OFFICE CONFIGURAT PLUMB,ELECT & MECH SEE CBOO-4178 FEE AMOUNT Total Fees: Total Payments To Date: Balance Due: Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1760-602-2700 1760-602-8560 f I www.carlsbadca.gov Page 1 of 1 00 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE 0 V PLAN CHECK NO. /4/ ,o,t_ EST. VAL. Plan Ck. Deposit Validated By .. Business Name (at this address) - - Phase No. Total # of units 22 Do ription of Work sq~ /j F jF#of Stories 1A of Brroorns q of Bathr6oms MW Name Address . City State/Zip Telephone # Fax # 3 QD113 irfoJ Ae fi.Conii :Ic Z7t 7 ess ' pdoI 64 aN City State/Zip (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 1$50011. Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name . •Address City State/Zip Telephone State License # - IN Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have, and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Coda, for 'the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company - Policy No. Expiration Date - (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000). in addition to the cost of compensation, damages as provided for-In Section 3706 of the Labor code. Interest and attorney's fees. SIGNATURE . DATE L7 OWNERBuDERp RATI0N ___ ___ I heieby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work 'and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,- and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of prOving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). . . . o I am exempt under Section - Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO, 'I (have / have not) signed an application for a building permit for the proposed work. I have contractedwith the following person (firm) to provide the proposed construction (include name / address / phone number,/ contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address I phone number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): . PROPERTY OWNER SIGNATURE - . DATE min Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials, registration form or risk manaóement and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air'quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO - IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 18 CbNSIRUCTION I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 30970) Civil Code). LENDER'S NAME ' LENDER'S ADDRESS_______________________________________________________ ___.. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all' City ordinances and State laws relating to building construction. I hereby. authorize representatives of the Cite' 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 hot 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 - eriod ofAJ0 Xys (Section 106.4.4 Uniform Building Code). )(SPPLICANT'S SIGNATURE . _,.ATE -- I WHITE: File - YELLOW: Applicant PINK: Finance I, I--.' EG11 Corporation In Partnership with Government for Building Safety DATE: 6/28/01 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 00-4178.PCR01-102 SET: III PROJECT ADDRESS: 2800 Roosevelt St. PROJECT NAME: Project L Revision - TI U APPLICANT UcPWREVIEWER IJ FILE 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 in the remarks 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. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Applicant to remove and replace revised sheets All, Al2, and A21 and attach revised detail 2 on S5. By: Doug Moody Enclosures: Esgil Corporation O GA 0 MB 0 EJ D Pc:, 6/21/01 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 ETGTFCorporation In Partnership with Government for Building Safety DATE: 6/19/01 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 00-4178.PCR01-102 PROJECT ADDRESS: 2800 Roosevelt St PROJECT NAME: Project I, - TI SET: II NT JURIS. N REVIEWER I FILE 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. LI 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: Jennifer Yarn I Whitfield Associates 34189 Pacific Coast Highway Suite 201, Dana Point, CA 92629 LI 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: Jennifer Yarn I Whitfield Associates Telephone #: 949-234-1950 Date contacted: IJ4 P\ (b45 ) Fax #: 949-234-1946 Mail —Telephone Fax In Person U REMARKS: By: Doug Moody Enclosures: Esgil Corporation U GA 0 MB EJ 0 PC 6/11/01 . tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 00-4178.PCRO1-102 II 6/19/01 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad 102 PROJECT ADDRESS: 2800 Roosevelt St DATE PLAN RECEIVED BY ESGIL CORPORATION: 6/11/01 REVIEWED BY: Doug Moo FOREWORD (PLEASE READ): PLAN CHECK NO.: 00-4178.PCRO1- SET: II DATE RECHECK COMPLETED: 6/19/01 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. Please make all corrections on the original tracings and submit three new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference.. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo Pity of Carlsbad 00-4178.PCR01-102 II 6/19/01 These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. Please provide the design for the posts supporting the W14X30 headers, show the post attachment and foundation requirements on the structural plans. Per telephone conversation with the engineer a new section view of the support of the W14x3O headers will be provided. Clearly show the 1/2 steel plates to be bolted to the existing pilasters. 2. Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. It appears that the occupants of the break room must pass through more than one intervening room. No Response. Please revise the plans to show the occupants of the break room to exit through one adjoining room, and please revise the door swing for the conference room to show the swing in the direction of travel for an occupant load of 50. EiGiFCorporation In Partnership with Government for Building. Safety DATE: 5/14/01 U AP LICANT JUR. JURISDICTION: City of Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 00-4178PCR01102 SET:I PROJECT ADDRESS: 2800 Roosevelt St PROJECT NAME: Project 1, - TI 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. F-1 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. El 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:. Jennifer Yarr / Whitfield Associates 34189 Pacific Coast Highway Suite 201, Dana Point, CA 92629 LI 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: Jennifer Yarr I Whitfield Associates Telephone #: 949-234-1950 Date contacted:I 1-1 (0 1 (by: - ) Fax #: 949-234-1946 Mail 1-4eIephone/ Fax .-" In Person LI REMARKS: By: Doug Moody Enclosures: Esgil Corporation 0 GA 0 MB I EJ 0 Pc 5/3/01 . trnsmti.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 00-4.178 PCRO1102 5/14/01 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 00-4178 PCR01102 JURISDICTION: City of Carlsbad OCCUPANCY: B USE: Office TYPE OF CONSTRUCTION: V 1H ACTUAL AREA: 21016 sf ALLOWABLE FLOOR AREA: STORIES: HEIGHT: SPRINKLERS?: NO OCCUPANT LOAD: 250 DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 4I30/01 ESGIL CORPORATION: 5/3/01 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Doug Moody COMPLETED: 5/14/01 FO1. REWORD (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 thecited 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 City of Carlsbad 00-4178 PCRO11O2 5/14/01 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. The revised plans (indicating a complete change to the floor plan, plumbing, electrical plans and significant structural alteration) reflect more than a revision to the previous submitted plans. A complete plan review for the new tenant improvement and review fee will be necessary. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 2. Plans and calculations shall be signed by the California State licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 3. Provide a section view of all new interior partitions. Show: Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Wall sheathing material and details of attachment (size and spacing of fasteners). Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 4. Please provide construction detail for all hard-lid ceilings Show Method of attaching to structure. Please detail the method of providing lateral bracing for the glass storefront at the entry soffit. Specify manufacturer and approval number or indicate "to be ICBO approved". City of Carlsbad 00-4178 PCRO 1102 5/14/01 Please revise: the structural plan to clearly show all the finding of the structural calculations. Please provide the design for the posts supporting the W1 4X30 headers, show the post attachment and foundation requirements on the structural plans. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. 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 Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS FIELD WELDING YES HIGH-STRENGTH BOLTS YES EXPANSION/EPDXY ANCHORS YES When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 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. It appears that the occupants of the break room must pass through more than one intervening room. Please revise the mechanical plans to show the Meeting room. Provide complete energy designs for the proposed changes in the mechanical systems( the addition of units HPI I and HPI 5). Provide the completed MECH- forms showing energy compliance. The completed and signed MECH-1 forms must be imprinted on the plans. Please attach the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. City of Carlsbad 00-4178 PCRO 1102 5/14101 Have changes been made to the plans not resulting from this correction list? Please indicate: 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 Doug Moody at. Esgil Corporation. Thank you. City of Carlsbad 00-4178 PCRO 1102 9/14/01 o C4ç1 CitV of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 00-4178 PCRO11O2 Job Address or Legal Description 2800 Roosevelt St Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. (over) City of Carlsbad 00-4178PCRO1102 5/14/01 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Englneer'slArchltecVs Seal & Signature Hero Signed List of work requiring special inspection: O Soils Compliance Prior to Foundation Inspection Field Welding 0 Structural Concrete Over 2500 PSI 0 High Strength Bolting El Prestressed Concrete 0 Expansion/Epoxy Anchors U Structural Masonry UJ Sprayed-On Fireproofing 0 Designer Specified UI Other Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: FIN 3; Duties of the special inspectors for the work listed above: Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. CITY OF CARLSBAD POLICIES AND PROCEDURE NUMBER: 80-6 1 SUBJECT: ROOF MOUNTED EQUIPMENT EFFECTIVE: 5/1/92 SECTION: BUILDING DEPARTMENT SUPERSEDES: 80-6(9 /1 0/80) 80-6(5/01/81) PURPOSE: PROVIDE INSTALLATION STANDARDS FOR ALL ROOF MOUNTED EQUIPMENT AND PENETRATIONS ON COMMERCIAL AND INDUSTRIAL BUILDINGS. INTENT: A. Maintain roof integrity. Prevent hazardous condition to firemen who must fight fire on the roof. Provide an installation that is aesthetically sensitive to the building and the adjoining properties. POLICY: 1. All equipment shall be concealed from view and the design' shall meet the approval of the Planning Department. 2. All equipment shall be specifically designed and approved for exterior use and shall be approved by the City of Carlsbad Building Department. 3. All roof mounted equipment shall be on a platform which shall be an integral part of the roof--flashed and waterproofed. When a screen is approved, it shall have as few roof connections as possible and be structurally adequate. 4. All electrical, plumbing, mechanical duct work and related piping shall be inside the building and not on the roof. All connections related to equipment shall be made in the same roof opening on the platform or have the prior approval from • the building official. Sewer vents shall be brought to one main vent below the roof and have one penetration where restrooms or other plumbing fixtures are back to back or in the general proximity. Air exhaust fans and other equipment shall be within the building and use the same roof opening where restrooms and other equipment are back to back or ii general proximity. Existing buildings and equipment, remodel or replacement, shall meet the ebov regulations or shall have the prior approval from the building official. Where new ecuipment is installed, unused or abandoned equipment, including all roof mounted piping, electrical, mechanical, duct, and other related appurtenances shall be removed from roof and unused openings properly seale .to maintain roof integrity. 'The architect should, through design, conceal the heating/AC unit and other equipment whether they are on the roof or elsewhere. 1iated By: Approved B City of Carlsbad 00-4178 PCRO11O2 5/14101 VALUATION AND PLAN CHECK FEE JURISDICTION: City of CarlSbad PLAN CHECK NO.: 00-4178 PCRO11O2 PREPARED BY: Doug Moody DATE: 5/14/01 BUILDING ADDRESS.: 2:800 Roosevelt St BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: IlIN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 21016 30.00 630,480 Air Conditioning Fire Sprinklers TOTAL VALUE 630,480 Jurisdiction Code 1cb By Ordinance ____ 1994 UBC Building Permit Fee vi $2,410.801 1994 IJBC Building Permit Fee V Type of Review: El Complete Review J Structural Only 0 Other 0 Repetitive Fee Repeats Hourly Hour Esgil Plan Review Fee [ $1,253.621 Comments: Sheet I of I macvalue.doc MAY 3, 2001 TO: [BUILDING DEPARTMJ17 FROM: Management Analyst, Redevelopment Department TENANT IMPROVEMENTS TO EXISTING OFFICE SPACE LOCATED AT 2800- 2804 ROOSEVELT ST. - ROOSEVELT CENTER - PLAN CHECK NO. PRC01102 (ORIGINAL PLAN CHECK NO. CB004178) I have reviewed the building plans for the above referenced project. The project is exempt from the redevelopment permit process because the proposed work qualifies as a maintenance activity. Therefore, no land use permit is required. I do not have any objections to the issuance of the building permit for this project. This information will be entered into Permits Plus. If you have any questions, please contact me at LORI H. ROSENSTEIN Carlsbad Fire Department 01102 1635 FaradayAve. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Categoty: Building Plan Date of Report: 05/14/2001 Reviewed by: Name: Whitfield Associates Address: 34189 Pacific Coast Hwy. Suite #201 City, State: Dana Point CA 92629 Plan Checker: Job #: 01102 Job Name: Lambesis, Inc. <Bldg#:PCR01i02 Job Address: 2800 Roosevelt Street Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. O Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. O Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments - attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st 2nd 3rd Other Agency ID FD Job # 01102 FD File # WYNN'ENGINEERING1 FES !o.,. 27525 Valley Center Road PA VALLEY CENTER, CA 9208 OF_________________ (760) 749-8722 ' C043202 4 ULATED BY DATE ___________________ 312_____ (760) 749-9412 F Email: wbeinco@aoIt , EXP 3•31.04 )*IlCKED BY_____________________ DATE OF C _________________ PLAt3 e-c---rto'- .,. TA Lç, -4V. €4ç_ (_-oS.• t 2eJC-4. D -r wr L-#m) - tLc VThtL . H........................................................................... ...... ... eF -f- cowl - - t27.. 4 • ( •. LvAD 6.0 - : L1L4KoMZt(00J .. . .............,. . . . ____ 12) -Ltc9 Wa LT f• , . . P,acT'T7 > k) (4- ro c pcc t - oL-T~. iJ .rUC-. . gow~ ru— qwg 6 A . ,. ___ e ' D PRODUCT 207 WYNN ENGINEERING INC. JOB " ooJwr 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 SHEET NO. _ 2 OF_______________ (760) 749-8722 (760) 749-9412 Fax CALCULATED BY k DATE_________________ Email: wbeinco@aol.com CHECKED BY__________________________ DATE____________________ SCALE 7. L- I -T Lo-) - 4*r/\ - - 0 PRODUCT 207 ' r )nci.(a ( " G WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB - SHEET NO. _I OF____________________ CALCULATED BY DATE DATE - CHECKED BY_________________________ DATE SCALE P L&VTE-R- CrP) II 4 _ I (E.)- L_ LE.) - H • NI L!-) I..-. .. 0 • ___ __ I .. 1 20 '- c- 2.x10 DI 2Lc7. 13- 0 ±jTJ 1 . ,FEKIL€.. WD,. PoF k4( WAL.L, - FP-oLrr ,c'e&vLf ; 0 .S.bPE...R. WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB SHEET NO. • OF_____________________ CALCULATED BY______________________ DATE___________________ CHECKED BY__________________________ DATE____________________ SCALE lot- 20,%( VL0S Ab ...................................... fl PPflflhIt1fl7 7 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com RPktACt4 CtoLktt fLCt41 JOB - 2goc -bC'lfLT cx SHEET NO.__________________________ OF_____________________ CALCULATED BY_________________________ DATE_____________________ CHECKED BY__________________________ DATE____________________ SCALE - I / pAfliT 16 42 126 U Cal 5 -scv FA, LT:Z4.,L VA 10 Dp-cM (j......................................... .. .... ....... ................. ........... ............ 2'7J. .. ". ) 2 -- k y.: . •z(%'YL .: ROO F U V lo .. L2411 1 4 ttlu t -7. IZol I 2 - Vo,2-c7* VIJ 70 ,2S7 PRODUCT 207 3 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB - Zcø ?.ec.Jt.L.-r T, SHEETNO.___________________________ OF______________________ CALCULATED BY I DATE_____________________ CHECKED BY__________________________ DATE____________________ SCALE /114- U ,I4 (icE reU.I i'ttIA)0 If t.:o..............................4,42.. ...b cAs it- 4-I I t-t')tcL ,j#ttIj •Ae.A () f%isr1 ,.J 4 ,) A ' (jo) Ioo710 1 Cb) @4 1 //,f ,f//.-#-'-' / / I, c',1-tp).couc ' (.'.U- LSifPTAL #JML(IJ ( 4.4 41( Cc,)jtf P.J?-ouS.. 0 PRODUCT 207 11 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB 01 - Thoo .OSV SHEETNO._________________________ OF____________________ CALCULATED BY I DATE___________________ CHECKED BY__________________________ DATE____________________ SCALE 0-ve CO- .( +!'t&)Wt F r 120 '-7 F •. t.o4 xi)xl I TO?OFI)A1 2 ..... .. . . 2.- ... . F, 4- VI I +4-\C. I)' K WV, = ( * * + + I A .. rp 4,4P' 0 PR0DUCT2O WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB Zo OI1J€LX ¶ / SHEET NO. • OF_____________________ CALCULATED BY DATE____________________ CHECKED BY__________________________ DATE____________________ SCALE (Mtoft. • ... . IP'. . ...1. 4/1 It 4DI p V JLJ 2 'M2jcIO.( 2 I . ..... .. ................................................lb-....4r:p7Z.IS_ - lj -. / '70 40 .- ... 4'7. Lo&S .%c) 41 .c_ .. . . —4w. . I . x 4Z. el ic. . 7 - . . . 2' O k.tkiw tj d 7 (3 J4 tL 01" FlLZ 5-1 '77 0 PRODUCT 207 ro It WYNN ENGINEERING 27525 Valley Center Rd. Suite B Valley Center Ca. 92082 Rev: 510300 User KW.0604089, VeT 5.1.3. 22.Jufl.1999. W.n32 (C) 1983.99 ENERCALC. Title: 2800 Roosvelt St. Job # 01-518 Dsgnr: B.M. Date: 12:56PM, 10 APR 01 Description: Scope: Subdiaphragm I (20'x20') chord Timber Column Design Page 1 e ernncvplt1 pgwIetjItinn Description Subdiaphragm Chord General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Wood Section 2-2x10 Total Column Height 20.00 ft Le XX for Axial 20.00 ft Rectangular Column Load Duration Factor 1.25 Le YY for Axial 20.00 ft Column Depth 9.25 in Fc 1,500.00 psi Lu XX for Bending 20.00 ft Width 3.00 in Fb 1,000.00 psi Sawn E - Elastic Modulus 1,700 ksi Douglas Fir - Larch, No.1 Loads . Axial Load Dead Load 0.00 lbs Live Load 0.00 lbs Short Term Load 486.00 lbs Eccentricity 4.500 in Applied Moment 1,300.00 in-# 2,000.00 in-# 0.00 in-# Max. Design Moment 1,300.00in-# 2,000.00in-# 2,187.00 In-# Lbummary Using : 2-2x10, Width= 3.00in, Depth= 9.251n, Total Column Ht= 20.00ft DL+LL DL+LL+ST Ic: Compression 0.00 psi 17.51 psi Fc: Allowable 78.81 psi 78.99 psi fbx : Flexural 77.14 psi 128.26 psi F'bx : Allowable 1,031.25 psi 1,239.21 psi Interaction Value 0.0748 0.1551 . Column OK DL+ST 17.51 psi - 78.99 psi 81.51 psi 1,239.21 psi 0.1165 litress Details Fc: X-X 655.73 psi Max k*Lu Id 50.00 Fc: v-v 78.81 psi Actual kLuld 20.20 Pc: Allowable - 78.81 psi Mm. Allow k*Lu !.d 11.00 F'c:Allow * Load bur Factor 78.99 psi Cf:Bending 1.100 Fbx 1,031.25 psi Rb: (Led! bA2) A•5 21.304 Fbx * Load Duration Factor 1,239.21 psi Cf: Axial 1.000 Axial X-XkLu!d 25.95 Axial V-V k Lu I d 80.00 1 • . DtAPM.I, WI C44cb 2- Zw-lo 2 Lk- t~3 ft WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB - - 2qc7o gcouf.L.T ST. SHEET NO. C-, OF___________________ CALCULATED BY________________________ DATE____________________ CHECKED BY__________________________ DATE SCALE - Vt c 2,oct -&__M,J2'i W4t.4. .....--o.----..- -4. I ---t>2--(- -f • 60 j1l 'AS I (I .4 10 04"we kci, '2 e")(lTh') . V (.4) . . ... ............ ........... -. &10 I V &cMZ9 tie- V 229 Ito t( =• 2'34o Iru = Z. = uEr( 54LICE-. '41 b(A'P#rC4 2 ek,C-b LôA (( )' 1,90 4'o 0. .z 11. 07o 0 PRODUCT 207 WYNN ENGINEERING INC. JOB -S71 It 100 P-,o%VLLr S.T. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538- SHEET NO._____________________ OF_________________ (760) 749-8722 A (760) 749-9412 Fax CALCULATED BY DATE_________________ Email: wbeinco@aol.com CHECKED BY_________________________ DATE___________________ SCALE D PRODUCT 207 WYNN ENGINEERING 27525 Valley Center Rd. Suite B - Valley Center Ca. 92082 Title: 2800 Roosveit Street Dsgnr: b.m. Description: Scope: main steel girders Job # 01-518 Date: 2:00PM, 10 APR 01 Li Rev: 510300 Page 1 User: KW.0604089. ye, 5.1.3. 22iun.1999, Win32 Steel Column (c) 1983•99 ENERCALC c:\ec\roosveltl.ecw:Calculations Description Main Steel Girder [General information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section W27X84 Fy 36.00 ksi X-X Sidesway: Restrained Duration Factor 1.250 V-V Sidesway: Restrained Column Height 60.000 ft Elastic Modulus 29,000.00 ksi End Fixity Pin-Pin X-X Unbraced 60.000 it Kxx 1.000 Live & Short Term Loads Not Combined V-V Unbraced 2.000 ft Kyy 1.000 [ath --.- Axial Load... Dead Load k Ecc. for X-X Axis Moments 13.500 in Live Load k Ecc. for Y-Y Axis Moments in Short Term Load 2.90 k Distributed lateral Loads... ...QL ..jL ...L Start End Along V-V 0.260 0.400 k/ft -> 60.000 ft Along X-X k/ft -> ft EMMER Summary I Column Design OK Section: W27X84, Height = 60.00ft. Axial Loads: DL = 0.00. LL = 0.00, ST = 2.90k, Ecc. = 13.500m Unbraced Lengths: X-X = 60.00ft, V-V = 2.00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula HI -I AISC Formula Hi -2 AISC Formula Hi -3 0.2769 0.4260 0.7029 - 0.2302 - XX Axis : Fa calc'd per 1.5-1, K*L!r 'C Cc YY Axis: Fa caic'd oer 1.5-I. K*L/r < Cc Stresses Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa: Allowable 16.72 ksi 16.72 ksi 16.72 ksi 20.90 ksi fa: Actual . 0.00 ksi 0.00 ksi 0.00 ksi 0.12 ksi Fb:xx : Allow [F1-6] 23.76 ksi 23.76 ksi 23.76 ksi 29.70 ksi Fb:xx : Allow [Fl-7] & [Fl-8] 23.76 ksi 23.76 ksi 23.76 ksi 29.70 ksi lb : xx Actual 6.58 ksi 10.12 ksi 16.70 ksi 6.67 ksi Fb:yy : Allow (F1-6J 27.00 ksi 27.00 ksi 27.00 ksi 33.75 ksi Fb:yy : Allow [Fl-fl & FF1.81 27.00 ksi 27.00 ksi 27.00 ksi 33.75 ksi lb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi LAnalysis Values . . . Fex: DL+LL 33,104 psi Cm:x DL+LL tOO Cb:x DL+LL 1.00 Fey: DL+LL 1.108,110 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.75 F'ex: DL+LL+ST 41,380 psi Cm:x DL+LL+ST 1.00 Cb:x DL+LL+ST 1.00 Fey: DL+LL+ST 1,385,137 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.75 Max X-X Axis Deflection -2.328 in at 30.000 it Max V-V Axis Deflection 0.000 in at 0.000 ft 0 WYNN ENGINEERING Title: 2800 Roosveit Street Job # 01-518 27525 Valley Center Rd. Dsgnr. b.m. Date: 2:0013M, 10APR01 Suite B - DescrIptIon: Valley Center Scope: main steel girders Ca. 92082 - Rev: 510300 P 2 User: KW0604089-.Ver5.1.3.22.Jun•1999.Win32 Steel Column age (C) 16J ML5 Description Main Steel Girder [Section Properties W27X84 Depth 26.71 in Weight Width 9.960 in Area Web Thick 0.460 in Rt Flange Thickness 0.640 in 84.24 #Ift l-xx 2,850.00 in4 24.80 in2 l-yy 106.00 in4 2.490 in S-xx 213.403 1n3 S-yy 21.285 1n3 r-xx 10.720 in r-yy 2.067 in WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB ?-OS$/e(--T s-I- SHEETNO.___________________________ OF______________________ CALCULATED BY I-A DATE____________________ CHECKED BY__________________________ DATE____________________ SCALE D PRODUC1207 Il WYNN ENGINEERING Title: 2800 Roosveit St. Job # 01-518 27525 Valley Center Rd. Dsgnr: b.m. Date: 4:39PM, 10APR01 suite Description: - Valley Center Scope: Hdr-1 &2 Ca. 92082 I Rev: 510300 I User.KW0604089.Ver5.1.3.22•Jun•1999.Win32 Steel Beam Design (C) 1983-99 ENERCALC c:\ec\roosveltl.eew:Calculaetions 1 I c \ecroosveIt1.ecw:CaIcuIations Description Steel Hdr 1&2 LGeneral Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC RequIrements 1 Steel Section: W14X30 Fy 36.00 ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 22.25 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 it Lu : Unbraced Length 5.00 it I Distributed Loads #1 #2 #3 #4 #5 #6 #7 DL 1.020 k/ft LL 0.200 - k/ft ST k/ft Start LOcation it End Location 22.250 ft waimary Beam OK Static Load Case Governs Stress Using: W14X30 section, Span = 22.25ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 5.00ft, LDF = 1.000 Actual Allowable Moment 77.357 k-ft 83.263 k-ft Max. Deflection -0.817 in fb: Bending Stress 22.075 ksi 23.760 ksi Length/DL Dell 389.1 :1 fbi Fb 0.929 : Lengthl(DL+LL Defi) 326.9 :1 Shear 13.907 k 53.810 k fv: Shear Stress 3.722 ksi 14.400 ksi fvIFv 0.258:1 - I Force & Stress Summary LD <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST - LL LL+ST Maximum Only () Center @ Center - () Cants @ Cents Max. M + 77.36 k-ft. 64.98 77.36 k-ft Max. M - kft Max. M @ Left k-ft Max. M @ Right .. kft Shear © Left 13.91 k 11.68 13.91 k Shear© Right 13.91 k 11.68 13.91 k - Center Defl. -0.817in -0.686 -0.817 -0.817 0.000 0.000 in Left Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.000 in -0.000 0.000 0.000 0.000 0.000 in ...Query Deli © 0.000 ft 0.000 0.000 0.000 0.000 - 0.000 in Reaction © Left 13.91 11.68 13.91 13.91 k Reaction © Rt 13.91 11.68 13.91 13.91 It Fa calc'd per 1.5-1, K*LIr < Cc I Section Properties - W14X30 I Depth 13840 in Weight 30.06 #Ift r-xx 5.734 in Width 6.7301n l-xx 291.00 in4 r-yy 1.488 in Web Thick 0.270 in I-yy 19.60 1n4 Rt 1.740 in Flange Thickness 0.385 in S-xx 42.052 in3 Area 8.85 1n2 S-yy 5.825 in3 WYNN ENGINEERING 27525 Valley Center Rd. -SulteB Valley Center Ca. 92082 Title: 2800 Roosvelt St. Dsgnr: b.m. Description: Scope: Hdr-1&2 Job # 01-518 Date: 4:39PM, 10 APR 01 4 Rev: 510300 Page 1 User. KW•0604089. Ver 5.1.3. 22.iun1999. Win32 Steel Beam Design c:\ec\roosveltl.ecw:Ca iculations (C) 1983•99 ENERCALC Description Steel Hdr 1&2 I General Information Calculations are designed to AISC 9th Edition Asp and 1997 UBC Requirements Steel Section: W1 4X30 Fy 36.00ksi Pinned-Pinned Load Duration Factor, 1.00 Center Span 22.25 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant 0.00 It LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 5.00 ft LDistributed Loads #1 #2 #3 #4 #5 #6 #7 DL 1.020 . k/ft LL 0.200 k/ft ST k/ft Start Location It End Location 22.250 It Beam OK Static Load Case Governs Stress Using: W14X30 section, Span = 22.25ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 5.00ft, LDF = 1.000 Actual Allowable Moment 77.357 k-ft 83.263 k-ft Max. Deflection -0.817 in fb: Bending Stress 22.075 ksi 23.760 ksi Length/DL Dell 389.1 :1 fbi Fb 0.929 : . Length/(DL+LL Defi) 326.9 :1 Shear 13.907 k 53.810 k fv : Shear Stres5 3.722 ksi 14.400 ksi fviFv 0.258:1 I Force & Stress Summary ~:::J <c- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only @ Center @ Center @ Cants 0 Cants Max. M + 77.36 k-ft 64.98 77.36 k-ft Max. M - k-ft Max. M © Left k-ft Max. M @ Right . . k-ft Shear© Left 13.91 k 11.68 13.91 k Shear© Right 13.91 k 11.68 13.91 k Center Deli. -0.817 in -0.686 -0.817 -0.817 0.000 6.000 in Left Cant Deli 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Deli 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Deli © 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 13.91 11.68 13.91 13.91 k Reaction © Rt 13.91 11.68 13.91 13.91 k Fa calc'd per 1.5-1, KLJr < Cc - [Section Properties W14X30 . Depth 13.840 in Weight 30.06 #/ft r-xx 5.734 in Width 6.730in I-xx 291.00 in4 r-yy 1.488 in Web Thick 0.270 in I-yy 19.60 in4 Rt 1.740 in Flange Thickness - 0.385 in S-xx 42.052 in3 Area 8.85 1n2 S-yy 5.825 in3 4tcç lr?XL... ................ 4'z4o 4 fS84- WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB f çc Svf-r 'r SHEET NO. NO. I. - OF____________________ CALCULATED BY_________________________ DATE_____________________ CHECKED BY DATE__________________ SCALE - LkrLe-AL bçs.i4i . . . . FL),t 424o It . UT . . . . D —cTE€_ F2M&4 LOW, 4W . 1/ ........h.... '2 'T&L re 'AM s 0 t t-iiiL ZbZoZ LI ' 4- 4-- D - PRODUCT 207 P Section Sets I COL BEAM SEC3 180.2 •. I. -10.6 -10.6 Member.Length (Ft) Displayed Loads: LC 2. Seismic F=1 Solution: LC 2, Seismic F=1 i Member z Bending Moments (K-ft) • Reaction units are K and K-ft 18 Wynn Engineering, Inc. ' • Yelland Seismic Retrofit • April 25, 2001 PJA 5:08 PM 1 01-520 • ye11and2.r3d Company : Wynn Engineering, Inc. April 25 2001 Designer : PJA 5:08 PM Job Number: 01-520 Yelland Seismic Retrofit . Checked By: Global Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor (ASIF). 1.333 Include Shear Deformation No Include .Warping .. NO_. No. of Sections for Member Calcs 2 Redesign •Sections P-Delta Analysis Tolerance 0.50% Vertical Axis Materials (General) Material Label Youngs Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress I STL I 29000 I 11154 I .3 I .65 I .49 I 36 I Sections - Section Database Material Area SA(yy) SA(zz) I y-y I z-z J (Torsion) TIC I ahal Qhmna I kI lInA) !I.sAA% II-AA II..AA f%-I.. COL W14X233 STL 68.5. 1.2 1.2 1 1150 3010 59.5 J I BEAM ' W10233- STLY 468 5 11501 3010 1 595c 1 i*11 SEC3 STL 1 1.2 1.2 1 1 1 1 Joint Coordinates Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature NI 10 0 0 0 . 17000005- . L. 0LZ --Z :iOt' N3 20.000012 17.000005 0 0 W*47 N4 ::.20 000012- - Boundary Conditions . . Joint Label X Translation V Translation Z Translation MX Rotation MY Rotation MZ Rotation (I(Fin 11(finl 1WIirt IW..ffIrd lW_ftI.I 1W41r,.11 NI Reaction Reaction Reaction ti !Reaction iReaction XReact,on r N2 Reaction Y.V.- Reaction 5. Member Data . .. ... X-Axis Section End Releases End Offsets Inactive Member Member Label I Joint J Joint K Joint Rotate Set I-End J-End . I-End J-End Code Length ','... ',' ',..- 1I_ MI NI N2 I I COL . 17 M2 N2. N3 ; —BEAM ,.,.J ..J M3 N3 N4 I I COL 17 Steel Design / NDS Parameters . Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway Label Set . Ie2 lel le—bend K y-y K z-z CH Cm z-z B y z --- RlSA-3D Version 4.1 [C:\pja\Commercial\yelland2.r3d] Page 6 17 Company : Wynn Engineering, Inc. April 25, 2001 Designer : PJA . 5:08 PM Job Number: 01-520 Yelland Seismic Retrofit Checked By: Steel Design / NDS Parameters (continued) Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway Label Set 1e2 lel le—bend K y-y K z-z CH Cm z-z B y z 20 Wood Material Parameters Wood Set NDS Species Therm Weight Label Database Fb Ft Fv Fc E Poisson's Coef. Density Redesign Criteria Section Set Max Depth Min Depth Max Width Min Width Max Code Check Min Code Check (In) (In) (In) (In) I No Data to Print ... I Plate/Shell Elements Plate Label A Joint B Joint C Joint D Joint Material Set Thickness Stress Location Inactive? (In) R' 'S. No Data to Print ... Rigid Diaphragms Master Joint Rigid Plane Rigidity Option Inactive? I No Diaphracims Defined... I Distributed Load Patterns Pattern Label Direction Start Magnitude End Magnitude Start Location End Location (K/ft. A (K/ft. A (Ft or O/ (Ft or O/,, UNIFORM X -1 -i 0 0 UNIFORMY Y -1 -1 . 0 0 UNIFORMZ Z -1 -1 0 0 Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Totals I I I Seismic I ELX I Earthauake Load X I I I I 2 - I I I I Joint Loads/Enforced Displacements, Category: ELXI BLC I : Seismic Joint Label [L]oad or Direction Magnitude IDlisolacement (K. K-ft. In. rad N2 L X 10.6 N3 L X10.6 RISA-3D Version 4.1 [C:\pja\Commercial\yelland2.r3d] Page 7 it Company : Wynn Engineering, Inc. April 25 2001 Designer : PJA 5:08 piA Job Number: 01-520 Yelland Seismic Retrofit Checked By: Moving Loads Tag Pattern Label Increment Both 1St Joint 2nd Joint 3rd Joint 4th Joint 5th Joint Ft Ways? 6th Joint 7th Joint 8th Joint 9th Joint 10th Joint I No Data to Print ... I Dynamics Input Number of Modes 3 Load Combination Number I - Seismic Omega=2.8 Acceleration of Gravity 32.2 (FtIsecA2) Convergence Tolerance 0.001 Converge Work Vectors No Load Combinations Joint Displacements, LC 2: Seismic F1 Joint Label X Translation V Translation Z Translation X Rotation V Rotation Z Rotation (in) (In' (in) (rnr1ins) (radian-0 1rdiin!i 1 1X'I')' XsI•Is sI'I,I sx'isi,—__ix.i. ,X'I'}'sI,IsI, X'I'I• $X.I'I'-- IX$M _IxII.I, -Ix,I,I,-IxIIII,__,x.III._ Reactions, LC 2: Seismic F-1 Joint Label X Force V Force Z Force X Moment Y Moment Z Moment (K) (K 1K 1K-rn 1K-rn [K-ffl NI -10.6 -18.02 0.000 0.000 0.000 0.000 N4 -10.6 18.02 0.000 0.000 0.000 0.000 N2 0.000 0.000 0.000 0.000 0.000 0.000 N3 0.000 0.000 0.000 0.000 0.000 0.000 Reaction Totals: -21.2 0.000 0.000 Center of Gravity Coords (X,Y,Z): No Calculation Story Drift. LC 2: Seismic F-1 Story X Direction V Direction Z Direction Number Joint Label Drift % of Ht. Joint Label Drift % of Ht. Joint Label Drift % of Ht. (In) (In) (In) No Stories Defined... . I Redesign Shapes, LC 2: Seismic F=1 Section Member Current Suaaested Alternate Not Performed... RISA-3D Version 4.1 [C:\pja\Commercial\yelland2.r3d] Page 8 11 Company : Wynn Engineering, Inc. April 25, 2001 Designer : PJA 5:08 PM Job Number: 01.520 Yelland Seismic Retrofit Checked By: Material Takeoff, LC 2: Seismic F-1 Section Set Database Shape Total Length Total Weight Xti 1W COL W14X233 34 7.925 BEAM W14X233 20 4.662 SEC3 0.000 0.000 Total Weights: 12.587 Member Section Forces, LC 2: Seismic F=1 Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z IVI IW'i IW 1V_f —I-- I I I I I I I I I Ml I M2 I M3 Member Stresses, LC 2: Seismic F=1 Member Label Section Axial Shear y-y Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot Mail Weil Well IIeri 1I(. lWi 1 -0.263 0.741 0 0 0 0 0 2 -0.263 0.741 0 5.762 -5.762 0 0 1 0 -1.26 0 5.762 -5.762 0 0 2 0 -1.26 0 -5.762 5.762 0 0 1 0.263 -0.741 0 5.762 -5.762 0 0 2 0.263 -0.741 0 0 0 0 0 I Ml I M2 I M3 Member Deflections, LC 2: Seismic F1 Member Label Section x-Translation y-Translation z-Translation x-Rotation (n) LJy Ratio (n) Liz Ratio fIfl IIn 1 0 0 0 0 NC NC 2 0.002 -0.549 0 0 NC NC 1 0.549 0.002 0 0 NC NC 2 0.549 -0.002 .0 . 0 NC NC 1 0.002 -0.549 0 0 NC NC 2 0 0 0 0 NC NC I Ml I M2 I M3 Member Section Torsion, LC 2: Seismic F1 Member Label Section Torque Torsion Shear. y-y Warp Shear z-z Warp Shear z-Bot Warp Bend z-Top Warp Bend lw_c.i iw,r 1 0 0 No Warping Calculations... 2 0 0 1 0 0 No Warping Calculations... 2 0 0 1 0 0 No Warping Calculations... 2 0 0 I Ml I M2 I M3 RlSA-31) Version 4.1 [C:pjaCommercialyelland2.r3d] Page 9 Company : Wynn Engineering, Inc. April 25, 2001 Designer : PJA 5:08 PM Job Number : 01-520 Yelland Seismic Retrofit Checked By: MemberAlSCASD 9th Code Checks, LC 2: Seismic F=1 Member Label Code Chk Loc Shear Chk Loc Dir Fa Ft Fb y-y Fb z-z ASD Eqn. (Ffl (Ffl (Kcil Mail II(eI IWci Ml 0.279 17 0.051 0 1 y 1 18.369 21.6 27 1 21.6 1 1-12-1 M2 0.267 1 0.279 20 0087 0 y 17.566 211.6 27 21`.6 M3 0 0.051 0 1 y 1 18.369 1 21.6 1 27 21.6 1 1-11-2 Member NDS Code Checks, LC 2: Seismic F=1 Member Label Code Chk Loc Shear Chk Loc Dir Fc' Ft' Fbi' Fb2' Fv' Eqn (Ft) (Ft) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) I No Data to Print ... I Plate/Shell Principal Stresses, LC 2: Seismic F=1 Plate Label Surface Sigmal Sigma2 Tau Max Angle Von Mises No Data Plate/Shell Forces, LC 2: Seismic F=1 Plate Label Qx Qy Mx My Mxy Fx Fy Fxy Plate Corner Forces, LC 2: Seismic F=1 Plate Label Joint Label X Force V Force Z Force MX Moment MY Moment MZ Moment (K) (K) (K) (K-ft) (K-ft) (K-ft) I No Data to Print ... I RISA-31) Version 4.1 [C:\pja\Commercial\ye11and2.r3d] Page 10 it WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB 2.00 -,OSVtLr ct SHEET NO. OF___________________ CALCULATED BY_________________________ DATE_____________________ CHECKED BY_________________________ DATE___________________ SCALE VaXD"rl e Tb TIP . . D PRODUCT 207 Zz WYNN ENGINEERING Title: 2800 ROOSVELT ST. Job # 01-518 27525 Valley Center Rd. Dsgnr: B.M. Date: 9:16AM, 16 APR 01 Suite B Description: Valley Center - Scope: FTG TO FRAME I & 2 (D+L+S) Ca. 92082 Rev: 510300 U.Square Footing : Page 060.089. Ver 5.1.3.22-Jun-1999. Win32 C \ec\roosveltl .ecw:Calculations I [j e) 1983.99 ENERCALC Description FOOTING TO FRAME I & 2 (DL+LL+S) LGeneral Information Calculations are designed to ACl 318-95 and 1997 UBC Requirements Dead Load 25.00 k Footing Dimension 8.500 ft Live Load 5.000k Thickness 15.00 in Short Term Load 10.000 k # of Bars 8 Seismic Zone 4 Bar Size 6 Overburden Weight 300.000 psf Reber Cover 3.250 Concrete Weight 145.00 pcf t'c 2,500.0 psi LL & ST Loads Combine Fy 60,000.0 psi Load Duration Factor 1.330 Column Dimension . 8.00 in Allowable Soil Bearing 1,000.00 psf LReinforcing Rebar Requirement Actual Reber "d° depth used 11.375 in As to USE per foot of Width 0.296 in2 200/Fy 0.0033 Total As Req'd 2.512 in2 As Req'd by Analysis 0.0016 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0022% L. uIuuIaiy J Footing OK 8.50ft square x I5.0in thick with 6bjr5.) Max. Static Soil Pressure 896.47 psf Allow Static Soil Pressure 1,000.00 psf Max. Short Term Soil Pressure 1,034.88 psf Allow Short Term Soil Pressure 1,330.00 psf Mu :Actual 11.11 k-ft Mn * Phi: Capacity 20.29 k-ft Vu : Actual One-Way VnPhi : Allow One-Way Vu : Actual Two-Way Vn*Phi : Allow Two-Way Alternate Reber Selections... 13 #4's 9 #5's 5 # 7's 4 #8's 31.51 psi 85.00 psi 114.46 psi 170.00 psi 6 #6's 3 #9's 2 # 10's Vu: Actual One-Way Vn*Phi : Allow One-Way 11.19 k-ft 20.29 k-ft Vu : Actual Two-Way Vn*Phi : Allow Two-Way Alternate Rebar Selections... 13 #4's 9 #5's 5 #7's 4 #8's Footing OK 31.72 psi 85.00 psi 115.22 psi 170.00 psi .6 #6's 3 #9's 2 #10's - —I 8.50ft square x 15.Oin thick witi3#rs Max. Static Soil Pressure' 896.47 psf Allow Static Soil Pressure 1,000.00 psf Max. Short Term Soil Pressure 1,041.80 psf Allow Short Term Soil Pressure 1,330.00 psf Mu :Actual Mn * Phi: Capacity WYNN ENGINEERING Title: 2800 ROOSVELT ST. Job # 01-518 27525 Valley Center Rd. Dsgnr: B.M. Date: 8:43AM, 18APR01 Description: Suite B Valley Center - Scope: FOOTING TO FRAME I & 2 Ca. 92082 I Rev: 510300 Page 1 1 I User: KW•0604089.Ver5.l.3.22Jun•1999.Win32 Square Footing Design Cc) 1983.99 £NERcALC c:ec\roosvelt1.ecw:Calculations I I Description FOOTING TO FRAME I & 2 (DL+LL+S) General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 25.000 k Footing Dimension 8.500 It Live Load 5.000 k Thickness 15.00 in Short Term Load 10.500 k # of Bars 8 Seismic Zone 4 Bar Size 6 Overburden Weight 300.000 psf Rebar Cover 3.250 Concrete Weight 145.00 pcf ft 2,500.0 psi LL & ST Loads Combine Fy 60,000.0 psi Load Duration Factor 1.330 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 11.375 in As to USE per foot of Width 0.298 1n2 200/Fy 0.0033 Total As Req'd 2.529 in2 As Req'd by Analysis 0.0016 in2 Min Allow % Reinf 0.0014 Mm. Reinf % to Req'd 0.0022% 2176 10C, 4 K. Ls.1Li 22"- '51-A & ce.tci-to' 14. WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760)'749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB I - - oc 5U-LT 51 SHEET NO. OF_____________________ CALCULATED BY M DATE_____________________ CHECKED BY__________________________ DATE____________________ SCALE 0i#q(e4A M t •---• Us's _4 - WD 104 1.33 :.#P 4c i7ctOa ? oO 0 PRODUCT 207 WYNN ENGINEERING INC. JOB __ -Sib Zco RADOICOCUT 1ST 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 SHEET NO.____________________ OF________________ (760) 749-8722 (760) 749-9412 Fax CALCULATED BY 8 Ivt DATE_________________ Email: wbeinco@aol.com CHECKED BY__________________________ DATE____________________ SCALE i - 2 . . c:c:. L*&Ch- TO : r 4-FDt4,, : u, 32 4-74~ I(e 4- 4gr •(P Soo • Po U el 4 - #toA (.i/ c4tiT 0 PRODUCT 207 iC. WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB SHEET NO.__________________________ OF_____________________ CALCULATED BY DATE____________________ CHECKED BY_________________________ DATE___________________ SCALE DP Woic2f4 \ / I 7 V j( 4-in (0A,2-I4.S/ I voQgLz / QC&-L / ()erE.L 2o-o 4--u. /. (I .k.................................................................................................... MI7I L€ ,J 1Th Zd 07,- 1c ce.: tJ 7, L. . ....................................................... - . 0 PRODUCT 207 27 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B - VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB SHEET NO.__________________________ OF - CALCULATED BY _b ' DATE_____________________ CHECKED BY__________________________ DATE____________________ SCALE (w) LLTWe44J (j.. ...... :,. Lti zuo Pum 1T ..ZC(O....TO(STj (E) foec ! 4-K(O WDLDc€a DfL1 D PRODUCT 207 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082.6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB H Zô cg -r çr, SHEET NO.___________________________ 01 CALCULATED BY______________________ DATE__________________ CHECKED BY__________________________ DATE____________________ SCALE D - PRODUCT 2o7 WYNN ENGINEERING Title: 2800 ROOSVELT ST. Job # 01-518 27525 Valley Center Rd. Dsgnr: B.M. Date: 4:0012M, 12 APR 01 Description: Suite Valley Center Scope: EAST WALL - Ca. 92082 I Rev: 510300 I User: KW.0604089.Ver5.1.3.22.Jun.1999.Win32 Masonry Pier Analysis & Design Page 1 L(c) 198399 ENERCALC c:ecroosveIt1.ecw:Calculations I Description PERIMITER SHEAR WALL EAST WALL LGeneral Information Calculations are designed to 1997 UBC Requirements Total Lateral Force 18.80 k Moduli: Em = fm * 750.00 Seismic Zone 4 Moduli: Ev = fm 0.40 Load Duration Factor 1.33 Shear Pier Data Pier #1 - Pier Height 18.00 ft Pier Length 120.00 ft Wall Thickness 8 in "": Depth Mu!t. 0.90 Pier Fixity Pin-Fix I'm 1,500 psi Fs 24,000 psi Sp lnsp No Grout Spacing 8!n Height/Length (HIL)A3 Rel. Deli Sum Rigidity Rigidity = .001/Deli % Force to Pier Shear to Pier Relative Deli * 10*5 M / (VDepth) Shear Reinforcing... fv=V/(12*esrjd) Fv: w/o Reinf. Fv: wl Reinf. Horiz. Shear Av Req'd Bending Reinforcing... Moment © End vdv to tension As Bending As Req'd 0.1500 0.0034 37.5015 26.67 26.666 1.00 18.800 k 0.00 in 0.150 Pier #1 2.86 psi 33.05 psi 49.58 psi Not Req'd in*2/ft 338.40 k-ft 108.00 ft 0.10 in2 Job # 01-518 Date: 4:15PM, 12 APR 01 WYNN ENGINEERING 27525 Valley Center Rd. Suite B Valley Confer Ca. 92082 Rev: 510300 513 22gun19ggwjn32 Masonry Pier Analysis & Design Description PERIMITER SHEAR WALLS WEST WALL Title: 2800 ROOSVELT ST. Dsgnr: B.M. Description: Scope: WEST WALL Page 1 LGeneral Information Calculations are designed to 1997 UBC Requirements Total Lateral Force 18.80 k Moduli: Em = I'm * 750.00 Seismic Zone 4 Moduli: Ev = I'm * 0.40 Load Duration Factor 1.33 1 Shear Pier Data Pier #1 Pier #2 Pier Height 18.00 ft 18.00 ft Pier Length 45.00 ft 45.00 ft Wall Thickness 8 in 8 in flj": Depth Mult. 0.90 0.90 Pier Fixity Pin-Fix Pin-Fix I'm 1.500 psi 1,500 psi Fs 24,000 psi 24,000 psi Sp insp No No Grout Spacing 8 in 8 in Analysis Data Pier #1 Pier #2 Height/Length 0.4000 0.4000 (H/L)-3 0.0640 - 0.0640 Rel. Defi 100.0284 100.0284 Sum Rigidity 19.99 Rigidity = .001/Defi 9.997 9.997 % Force to Pier 0.50 0.50 Shear to Pier 9.400 k 9.400 k Relative Defi * 10A5 10.00 in 10.00 in M / (VDepth) 0.400 0.400 Shear Reinforcing..-. fv=V/(12e5t'jd) Fv: w/o Reinf. Fv: w/ Reinf. Horiz. Shear Av Req'd Bending Reinforcing... Moment © End *d* to tension As Bending As Req'd Pier #1 Pier #2 3.82 psi 3.82 psi 30.91 psi 30.91 psi 46.36 psi 46.36 psi Not Req'd inA2/ft Not Req'd inA2/ft 169.20 k-ft 169.20 k-ft 40.50 ft 40.50 ft . 0.13 in2 0.13 in2 WYNN ENGINEERING Title: 2800 ROOSVELT ST. Job # 01-518 27525 Valley Center Rd. Dsgnr: B.M. Date: 4:0612M. 12APR01 Description: Suite B Valley Center - Scope: NORTH WALL Ca. 92082 I Rev: 510300 I User: KW•0604089.Ver5.1.3.22•iun•1999.Win32 Masonry Pier Analysis & Design Page 1 1 I (c) 1983.99 ENERcAIC e e&rnnsveIf 1 prwCMttithtinric Description PERIMITER SHEAR WALLS NORTH WALL LGeneral Information Calculations are designed to 1997 UBC Requirements Total Lateral Force 40.40 k Moduli: Em = I'm * 750.00 Seismic Zone 4 Moduli: Ev = I'm * 0.40 Load Duration Factor 1.33 Shear Pier Data Pier #1 Pier #2 - Pier #3 Pier Height 18.00 it 18.00 it 18.00 ft Pier Length 42.00 ft 34.00 it 20.00 ft Wall Thickness 8 in 8 in 8 in 7 : Depth Muit. 0.90 0.90 0.90 Pier Fixity Pin-Fix Pin-Fix Pin-Fix I'm 1.500 psi 1.500 psi 1.500 psi Fs 24,000 psi 24,000 psi 24,000 psi Sp Insp No No No Grout Spacing 81n 8 in 8 in I Analysis Data -- Pier #1 Pier #2 Pier #3 Height/Length 0.4286 0.5294 0.9000 (H/L)A3 0.0787 0.1484 0.7290 Rel. Deli 107.1778 132.4189 225.3240 Sum Rigidity 21.32 Rigidity= .001/Defi 9.330 7.552 4.438 % Force to Pier 0.44 0.35 0.21 Shear to Pier 17.680k 14.310 K 8.410 k Relative Dell * 10'5 10.72 in 13.24 in 22.53 in M / (V*Depth) 0.429 0.529 0.900 Shear Reinforcing... Pier #1 Pier #2 Pier #3 fv=V/(12'estid) 7.69 psi 7.69 psi 7.68 psi Fv: w/o Reinf. 30.66 psi 29.80 psi 26.27 psi Fv: wl Reinf. 45.99 psi 44.69 psi 39.92 psi Horiz. Shear Av Req'd Not Req'd inA2Ift Not Req'd in'2/ft Not Req'd inA2/ft Bending Reinforcing... Moment @ End 318.24 k-ft 257.58 k-ft 151.38 k-ft d" to tension As 37.80 ft 30.60 it 18.00 ft Bending As Req'd 0.26 in2 0.26 1n2 0.26 in2 . c WYNN ENGINEERING Title: 2800 ROOSVELT ST. Job # 01-518 27525 Valley Center Rd. Dsgnr: B.M. Date: 3:17PM, 12APR01 Suite B Description: Valley Center Scope: WEST WALL Ca. 92082 I Rev: 510300 I User: KW0604089.Ver5.1.3.22•Jun1999.Win32 Masonry Pier Analysis & Design Page 1 I (c) 1983.99 ENERCALC 1 orwflaIri,Itinnc Description PERIMITER SHEAR WALLS WEST WALL [allnformat!on Calculations are designed to 1997 UBC Requirements Total Lateral Force 18.80 k . Moduli: Em = I'm • 750.00 Seismic Zone 4 Moduli: Ev = fm 0.40 Load Duration Factor 1.33 Data Pier #1 Pier #2 Pier Height 18.00 ft 18.00 ft Pier Length 45.00 ft 45.00 ft Wall Thickness 8 in 8 in °j": Depth Mult. - 0.90 0.90 Pier Fixity Pin-Fix Pin-Fix I'm 1,500 psi 1.500 psi Fs 24,000 psi 24,000 psi Spinsp No No Grout Spacing 8 in 8 in [Analysis Data Pier #1 Pier #2 Height/Length 0.4000 0.4000 (H/L)-3 0.0640 0.0640 Rel. Defi 100.0284 100.0284 Sum Rigidity 19.99 Rigidity = .001 /Dell - 9.997 - 9.997 % Force to Pier 0.50 0.50 Shear to Pier 9.400 k 9.400 k Relative Dell • 10A5 10.00 in 10.00 in M I (VDepth) 0.400 0.400 summaly Shear Reinforcing... Pier #1 - Pier #2 fv=VI(12est1d) 3.82 psi 3.82 psi Fv: w/o Reinf. 30.91 psi 30.91 psi Fv: wl Reinf. 46.36 psi 46.36 psi Horiz. Shear Av Req'd Not Req'd inA2/ft Not Req'd inA2/ft Bending Reinforcing... Moment @ End 169.20 k-ft 169.20 k-ft d to tension As 40.50 ft 40.50 ft Bending As Req'd 0.13 in2 0.13 in2 In WYNN ENGINEERING 27525 Valley Center Rd. Suite B Valley Center Ca. 92082 Title: 2800 ROOSVELT ST. Job # 01-518 Dsgnr: B.M. Date: 4:3912M, 16 APR 01 Description: Scope: BASE PLATE TO FRAME 1 & 2 Rev 510300 Page 1 User: KW.0604089. Ver 5.1.3. 22•Jun•1999. Win32 Steel Column Base Plate (C) 1983•99 ENERCALC c:\ec\roosveltl.ecw:Calculations Description BASE PLATE TO FRM I & 2 General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC RequIrements 1 Loads Steel Section TS16x12x112 Axial Load 26.70 k Section Length 16.000 in Section Width 12.000 in X-X Axis Moment 0.00 k-ft Flange Thickness 0.500 in Plate Dimensions Web Thickness 0.500 in Plate Length 17.000 in Allowable Stresses Plate Width 16.000 in Concrete ft 2,500.0 psi Plate Thickness 0.1881n Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Anchor Bolt Data Pier Length 17.000 in Dist. from Plate Edge 2.000 in I; Pier Width 16.000 in Bolt Count per Side . 2 us .. 2.- k 9' Tension Capacity 5.500 k Bolt Area Summa,y] - . Baseplate OK Concrete Bearing Stress Thickness OK Actual Bearing Stress 98.2 psi Allow per ACI 10.15 1,487.5 psi Allow per AISC J9 1,163.8 psi Plate Bending Stress Bearing Stress OK Actualfb 18,138.5 psi Max Allow Plate Fb 35,910.0 psi - Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 5.500 k Full Bearing: No Bolt Tension WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com (ta f&-rjc!7 JOB (!. t - SHEET NO. OF_____________________ CALCULATED BY_________________________ DATE_____________________ CHECKED BY DATE____________________ SCALE t 01 0/4 4; _ 7 H ..... ( T A r% ON TAtf-QJ,-' . tEtJ1 A 'I i ... f Il U) FcX'T4 0 PRODUCT 207 35 WYNN ENGINEERING INC. JOB 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 SHEET NO._____________________ OF_________________ (760) 749-8722 (760) 749.9412 Fax CALCULATED BY____________________ DATE_________________ Email: wbeinco@aol.com CHECKED BY__________________________ DATE____________________ SCALE *' ?1oi_S " Y4 Z4 ) 1- I(X1r '7 CA-9-07) S€T U'J SMP.SO'J SET, 2_J /1111 -A D PRODUCT 207 MINN ENGINEERING INC. JOB 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 SHEET NO._____________________ OF_________________ (760) 749-8722 (760) 749-9412 Fax CALCULATED BY____________________ DATE_________________ Email: wbeinco@aol.com CHECKED BY__________________________ DATE____________________ SCALE P C •:r4f,' FF - PLATh 4 —. 1 —. : 2 ,Jc rsicr,.ek 0 PRODUCT 207 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB '22C JLr t SHEET NO. OF___________________ CALCULATED BY_______________________ DATE___________________ CHECKED BY____________________________ DATE SCALE LN) fk.I-PWAML ' ?c 7tJç (ikcm A-3C -I Hot- i 0 v- 2 4, ' Ai'JCk IøLTS (o) -•-----.---f:: S '-u if-.e.&i-. 2 D PRODUCT 207 33 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB 0 °J*tX s-r SHEET NO. OF_____________________ CALCULATED BY_________________________ DATE_____________________ CHECKED BY DATE SCALE JEC1b 1... TtA)€€I.) ME * M&oJC-'t .A3.ALL. 2 L-kD P A't- 4-2 4-Ox x2 7.I2.o '&2.t A4t 0(-TII. 4) @ 2'.-c' : 34-ó.o - 12 . . . k0 Lt E,iCLUOE. = •%Z '? *- •'21$'L2't/k #ISc:-&L42 5-1 12 . oV€eI )S> 17 44, DOLTS F F-M b (J 'MPs.ok) ST - = 7( 40 D PRODUCT 207 37 WYNN ENGINEERING Title: Job # 27525 VALLEY CENTER RD. Dsgnr: Date: 8:50AM, 26 APR 01 : VALLEY CENTER Description S.D. CA. Scope: 760-749-8722 Rev: 510300 User: $W.060321. Ver 5.1.3. 22.Jun1999. Win32 General Footing Analysis & Design ,Ibnn 1 (c) 198399 ENERCALC Description ECCENTRIC FTG/STL FRAME 1&2 (D+L+S) I General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements I Allowable Soil Bearing 1,000.0 psf Dimensions... Short Term Increase 1.330 Width along X-X Axis 10.000 ft Base Pedestal Height 0.000 in Length along Y-Y Axis 13.000 ft Seismic Zone 4 Footing Thickness 15.00 in Overburden Weight 200.00 psf Col Dim. Along X-X Axis 14.00 in Live & Short Term Combined Col Dim. Along V-V Axis 14.00 in ft 2,500.0 psi Fy 60,000.0 psi Min Steel % 0.0014 Concrete Weight 145.00 pcf. Reber Center To Edge Distance 3.50 in Lioads . I Applied Vertical Load... Dead Load 25.000 k ...ecc along X-X Axis 0.000 in Live Load 5.000 k ...ecc along V-V Axis 36.000 in Short Term Load 18.000 k Applied Moments... Creates Rotation about V-V Axis Creates Rotation about X-X Axis (pressures © top & bot) (pressures @ left & right) Dead Load k-ft k-ft Live Load k-ft k-ft Short Term k-ft k-ft Creates Rotation about V-V Axis Creates Rotation about X-X Axis Applied Shears... (pressures © left & right) (pressures © top & bot) Dead Load k k Live Load k k - Short Term k k .mimat y Footing Design OK 10.00ft x 13.00ft Footing, 15.0in Thick, wl Column Support 14.00 x 14.00m x 0.0in high Shear Forces Two-Way Shear One-Way Shears... Vu © Left Vu © Right- Vu © Top Vu © Bottom Moments Mu © Left Mu © Right Mu @ Top Mu © Bottom DL+LL DL+LL+ AMW Allowable 931.5 1,261.7 psf Max Mu 5.036 k-ft per ft 1,000.0 1,330.0 psf Required Steel Area 0.193 in2 per ft 0.000 in 13.574 in 0.000 in 17.712 in . Shear Stresses.... YU y,. • Phi 1-Way 15.023 85.000 psi No Overturning 1.500:1 2-Way 55.470 170.000 psi No Overturning ACI 9-1 35.91 psi ACI 9-2 55.47 psi ACI 9-3 Vn * Phi 39.37 psi 170.00 psi 9.10 psi 13.82 psi 9.78 psi 85.00 psi 9.10 psi 13.82 psi 9.78 psi 85.00 psi 9.47 psi 15.02 psi 10.40 psi 85.00 psi 9.54 psi ACI 9-1 14.20 psi 10.61 psi 85.00 psi 3.26k-ft ACI 9-2 5.04k-ft ACI 9-3 3.57 k-ft Ru I Phi 42.3 psi As Reo'd 0.19 in2 perft 3.26k-ft 5.04k-ft 3.57 k-ft 42.3 psi 0.19 in2 perft 3.09 k-ft 4.84 k-ft 3.34 k-ft 40.6 psi 0.19 in2 perft 3.29 k-ft 4.74 k-ft 3.90 k-ft 39.8 psi 0.19 in2 per ft Max Soil Pressure Allowable 'X' Ecc, of Resultant 5V Ecc,of Resultant X-X Min. Stability Ratio V-V Min. Stability Ratio WYNN ENGINEERING Title: Job # 27525 VALLEY CENTER RD. Dsgnr: Date: 8:50AM, 26 APR 01 VALLEY CENTER Description:, S.D. CA. : 760-749-8722 Scope Rev: 510300 User: KW-05032I.Ver5.13.22•Jun•1999.Win32 General Footing Analysis & Design - c:\ec\yelland2.ecw:Calcuiations I Cc) 198399 ENERCALC Description ECCENTRIC FTG/STL FRAME 1&2 (D+L+S) LSoiI Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL + LL ' 612.02 612.02 931.55 292.49 psf DL + LL + ST 750.48 750.48 1,261.72 239.24 psf Factored Load Soil Pressures ACI Eq. 9-1 868.37 868.37 1,321.73 415.00 psf ACI Eq. 9-2 1,050.67 1,050.67 1.766.41 334.93 psf ACI Eq. 9-3 710.05 710.05 1.19375 226.35 psf LACI Factors (per Ad, applied internally to entered loads) ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7 9.4" Factor 1.400 ACI 9-1 & 9-2 LL - 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 .... seismic =ST": 1.100 4-v4 WYNN ENGINEERING INC. JOB_' I 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 SHEET NO._____________________ OF_________________ (760) 749-8722 (760) 749-9412 Fax CALCULATED BY_______________________ DATE___________________ Email: wbeinco@aol.com CHECKED BY__________________________ DATE____________________ SCALE P P -, I C 7 ii• 23 • 5' P7I' 8 25 -- _____ . . ' : I .......................... ... ................................... ........... F. .. L . . .... . . ................... C 9)c ;4- jJL &t c F=- '&' 4'4, A 1Pe*c. ( . ... ' i4DtcotJ .Ai. B PRODUCT 207 41 WYNN ENGINEERING Title: Job # 27525 VALLEY CENTER RD. Dsgnr: Date: 11:22AM, 26 APR 01 VALLEY CENTER Description: S.D. CA. Scope: 760-749-8722 Re,: 510300 User: KW•060321, ye, 5.1.3. 22•Jun.1999. Win32 (c) 1983.99 £NERCALC Steel Column Base Plate c:\ecveIIand2.ecw:CalcuI _ -- - - Description FRAME BASE PLATE LGeneral Information - Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Loads Steel Section . . W14x233 Axial Load 48.00 k . Section Length 16.040 in X-X Axis Moment 0.00 k-ft Section Width 15.890 in Flange Thickness 1.720 in Plate Dimensions Web Thickness 1.070 in Plate Length 17.000 in Allowable Stresses Plate Width C ft Concrete 3,000.0 psi Plate Thickness Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Anchor Bolt Data Pier Length . 20.000 in Dist. from Plate Edge 2.000 in Pier Width 20.000 in Bolt Count per Side 2 Tension Capacity 5.500 k Bolt Area 0.970 in2 Summary Baseplate OK Concrete Bearing Stress Thickness OK Actual Bearing Stress 166.1 psi Allow per ACI 10.15 2,100.0 psi Allow per AISC J9 1,642.9 psi Plate Bending Stress Bearing Stress OK Actual fb 20,128.5 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 5.500 k Full Bearing: No Bolt Tension The. `lA) F 8L/ t 2-sr, -w I. WYNN ENGINEERING INC. JOB_• I - Sig 2-,c .-r c1 27525 Valley Center Road Suite B • VALLEY CENTER, CA 92082-6538 SHEET NO. OF_________________ (760) 749-8722 _ DATE________________________ (760) 749-9412 Fax CQATFflRY Email: wbeinco@aol.com CHECKED BY____________________ _____________________________ DATE______________________ SCALE _A I . ou • 4- 7- Wa ou &Lx-ç F vt-1 ç (.TfP) - . - LL L&- (0) sqtA-pc~w 47M7 - ewe-f ?-4- FULL- 1-IktTh- (1IUTI44.L F-stD. Pte-c-r) 4t ) PF*F WLc (FULL L&Th\ LF iiN&J () (IFFlEr -u_\ 1 PRODUCT 207 4? It) t4'?; WYNN ENGINEERING INC. . JOB ST2 7-roc, PJ1 Sv- 27525 Valley Center Road Suite B - VALLEY CENTER, CA 92082-6538 SHEET NO.____________________ OF________________ (760) 749-8722 (760) 749-9412 Fax CALCULATED BY_______________________ DATE___________________ Email: wbeinco@aol.com D PRODUCT 207 44 4 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB SHEET NO. OF___________________ CALCULATED BY DATE____________________ CHECKED BY DATE____________________ SCALE D PRODUCT 207 4s WYNN ENGINEERING INC. JOB_ t c 27525 Valley Center Road Suite B - VALLEY CENTER, CA 92082-6538 SHEET NO. OF________________ (760) 749-8722 (760) 749-9412 Fax CALCULATED BY_____________________ DATE_________________ Email: wbeinco@aol.com CHECKED BY__________________________ DATE____________________ SCALE 4 1 • & H' _ 4-- 144 etSFog. (i) 4— - I 14 11tk)Qf) 2oI A- U.) 7 D PRODUCT 207 4-Ce WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB JQt_t r SHEET NO.___________________________ OF______________________ CALCULATED BY_________________________ DATE_____________________ CHECKED BY__________________________ DATE____________________ SCALE 14- 91 iASrf- )) 'ececxL 'c.1 Ariz. / 1' (iu)ftxjT rr- (MUi' -- ~ (NJ' rborw I PQ (tMPc3l') ro'c- rQV( r) T (PJ kMfo') S.LT, 'WrfL FMbi1 - D PRODUCT 207 47 v7i 1(4' Cityof Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-21-2001 Plan Check Revision Permit No:PCR01175 Building Inspection Request Line (760) 602-2725 Job Address: 2800 ROOSEVELT ST CBAD Permit Type: PCR Status: ISSUED Parcel No: Lot #: 0 Applied: 08/01/2001 Valuation: $0.00 Construction Type: NEW Entered By: JM Reference #: C13004178 Plan Approved: 08/14/2001 Issued: 08/21/2001 Project Title: LAMBESIS - STRUCTURAL REVS Inspect Area: -- Applicant: -- Owner: VAN SICKLE HARRY 561 SAXONY PLACE ENCINITAS CA 92024 800408/21/01 0002'01 02 760-634-4114 COP 180-00 Total PaymentsTo Date: $0.00 \ Balanôe Due Total Fees: $180.00c $180.00 / I I •-- / Plan Check Revision Fee— Additional Fees r $180.00 : cz ) \N :J \ 7/ '\L• I4CORPORI 1952 -•--- --- FINAL APPROVAL Inspector: Date: - Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "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 Cadsbad 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 capactiy 0 changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or As to which the statute of limitations has previously otherwise expired. FOR OFFICE USE OJLY PLAN CHECK NO/k1C//75 EST. VAL. Plan Ck. Deposit____________________ Validated By- -1 _If /I/ PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 14 Address (include Bldg/Suite if) Business Name (at this address) - Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total if of Units Assessor's Parcel if Existing Use Proposed Use #of Stories if of if of Bathrooms Name Address City State/Zip Telephone if Fax if t-'r..tr-rr,r'irt. r%tijVi::fl S_::.V,V 3 . APPJ.ICANT Agent for5QontracjoL'O Owner ,D Agent fotOwner, ' . Name Address V City State/Zip Telephone if 4-ROPERTV4OWNER,, j ,, '- -,, Name Address City State/Zip Telephone if .5 ciTAACTOROMPAN[NAME.Z .: (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 Codel or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of.Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). .Name . V Address - City V State/Zip Telephone if State License if License Class City Business License if Designer Name , Address City State/Zip Telephone State License if V Ii WöAiCEAS C6MPENSATION -" J S1 - Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the foIIwing declarations: V 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 V Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS I$1001 OR LESS) V 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 ($100,000). In addition to the cast of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of praying that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). V 0 I am exempt under Section _______________ Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address I phone number / contractors license number): I plan to piovide 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): V V 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 I type of work): V PROPERTY OWNER SIGNATURE V DATE CbMPLETE THSECJIO!1 FOR NÔNjESIDENTIAL BUILPING PERM[TSOLY -L 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? V 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES. 0 NO V 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. CONSTRUCONLNDINGAGENCY - j I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME . LENDER'S ADDRESS V APlATCERTlFICATION ' Nq r M Al n '- . I certify that I have read the application an&state that the above information is correct and that the information on the plans is accurate. I agree to comply with all V City ordinances and State laws relating ,to building construction. I hereby authorize representatives of the Citc 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 5'6"-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 60mme6ced 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 ccimrbenced r peno 180 days (Section 106.4.4 Unifoãn Building Code). I APPLICANT'S SIGNATURE . . V V DATE V WHITE. File YELLOW. Applicant PINK. Finance - V EsGil Corporation 1n 2'artnersicip with government for !Bui(ding Safety DATE: August 13, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4178 REV2 (PCR01-175) PROJECT ADDRESS: 2800 Roosevelt St. SET:I El APPLICANT k1 JIJRIE~5~ 13Pt1NEVI EWER O FILE PROJECT NAME: ProjectL Structural Revisions (Steel Frame) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. L 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. L1 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. El The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI 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. LI Esgil Corporation staff did advise, the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: epoxy now s Mail Telephone FaX In Person shown. Special inspection is required for the~fiield OT THE SAME AS THE ONES REMARK M :eLi efl PLEASE NOTE SUBMITTED TO TH SE INCLUDE DELTA 4, THE ORIGINAL PCR01-175 SUBMITT HE CITY ONLY HAD DELTA 3). y: Kurt Culver for D. Moody Enclosures: Esgil Corporation 0 GA 0 MB E EJ D PC 8/2/01 . trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 •. (858) 560-1468 • Fax (858) 560-1576' Carlsbad 00-4178 REV2 (PCR01-175) August 13, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4178 REV2 (PCRO1-175) PREPARED BY: Kurt. Culver for D. Moody DATE: August 13, 2001 BUILDING ADDRESS: 2800 Roosevelt St. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1cb By Ordinance I !ee byOrthnance! 1 1 Pla.n Check Fee by Ordinance IF s180.001 Type of Review EJ Complete Review 0 Structural Only ___ 0 Repetitive Fee 0 Other I Repeats . Hourly I 1.5] Hours * Esgil Plan Review Fee • I $144.00] Based on hourly rate Comments: Structural revisions: Esgil fee = 1.5 hrs. @ $96.00/hr. Sheet I of I macvalue.doc 8-9 7civil engineering (structural design and surveying STRUCTURAL CALCULATIONS ROOSEVELT CENTER 2800 Roosevelt Street Carlsbad, California U Job No: 01-518 June 1, 2001 27525 Valley Center Road, Suite B • Valley Center, CA 92082 (760) 749-8722 • Fax (760) 749-9412 • Email: wynneng@pacbell.net • Los Angeles (310) 306-9728' Fax (310) 30 62e9 (1LC I Li44T 0 0 Fe.oi.'1 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB - Zoo C.T. SHEET NO. I OF_____________________ CALCULATED BY_________________________ DATE_____________________ CHECKED BY DATE SCALE I , . @ ( I ( I I s-I .5 . 20L .2I.o o-o Zeic7 0 LE.) 4 t4oR..Th r; E— o. 9 (s)F,,;• ( I - D PRODUCT 207 \ (H© '' ___ __ 3...........S--I 4)ej (.f ___ ... / / 2'-o4. Zxlo DI c' 2'.o7€. vz, ecop 4U (A)ALLc, WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB SHEET NO.__________________________ OF_____________________ CALCULATED BY tA DATE_____________________ CHECKED BY DATE SCALE (ccF \ VL17. FAMIbJC. 4. ' - toR- k) ALL (_) 10 L ( t,S 4 Wb. FU(hJC 7/grcruccc 2%I 0 PRODUCT 207 2 I WYNN ENGINEERING INC. JOB I 27525 Valley Center Road Suite B I VALLEY CENTER, CA 92082-6538 SHEET NO. OF_________________ I (760) 749-8722 I (760) 749-9412 Fax CALCULATED BY DATE_________________ I Email: wbeinco@aol.com I CHECKED BY__________________________ DATE I SCALE I / PA?LT T2- b'JALL q.Ic14r 4 21 2 ar V..iAU. tL O- FAT z'4, r 44$> (io1N — 4'o 1>P,c.c1F.j = _ 6. 4 4- TV1 L) '2-7( I /1 2o 4 (3 (/ c L LotJCktUL)&L L)u 27( t"t.' '& o -4. 5%1 , II K C2- -4 - __ - I11 A u 4-72 If H- tco I' I Te Not Zo 4,.ç3 to z0t /f 2 . 701 Is; 7 70,25? , (0 4;0)- f X, I D PRODUCT 201 3 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB - (-(, Zcoo JtL-'r cT, SHEETNO. __________________________ OF_____________________ CALCULATED BY I DATE CHECKED BY__________________________ DATE SCALE v',. 'Jij ôiiç1 ç1j a c, 00 E_ reuc..I J MLS G •4 rz. - / 4-, USE rL P 0A e F. AA- JcE— JSri I.J 4 &) A iL c..) it fl Y Fo M2-1 P () 100 L f4 -<_I (0-) (b) OE() j,4ILIt.-1 , (S & CQJ6.,/• / / c,.gE-. PLMf1AL 04L(bJC1 (o c 4- 4 / IZ iIJ?c*S. D PRODUCT 207 4- 4o8 PA To? oF,A1 F UC&Ip+ I ~X ) jWr 'i C-a- J.0 -14p F 1201 -r %T or t&)A.L F- r (iço .t•ç .4 . 25 I F' WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB 01 -5-100 2oo .00S.V L.T SHEET NO. OF_____________________ CALCULATED BY_________________________ DATE CHECKED BY__________________________ DATE SCALE u,c*ptucM L OQi MJ4LL I pO 0 PRODUCI 207 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB Cl- e-. iJ LT SHEETNO._____________________________ OF_______________________ CALCULATED BY____________________ DATE CHECKED BY___________________________ DATE SCALE P&Ckoc (M)Ctø. F~OPCF ) k)u ;p 4Lzo$;' Is uttfrette..kctpJ.1 t V a;-) Li /2 ci 2cy1 1.)t;!p 60 a_* To uP.r,•1 qcr PIAMO 10 7 PP(4 Li Mc LS .%#4 .J 4'gç smlt &.0 c gop- 0'-ct F-') 7 4 - ift 20f - tJwe.. T zrwooç zt to cbccJL 19 ¶ .7c o 2,SI?.[ > 774 2_ C.&> 24q- D PRODUCT 207 WYNN ENGINEERING 27525 Valley Center Rd. Suite B Valley Center Ca. 92082 Title: 2800 Roosvelt St. Job # 01-518 Dsgnr: B.M. Date: 12:56PM, 10 APR 01 Description: Scope: Subdiaphragm 1 (20'x20) chord User: KW-0604089. Ver 5.1.3. 22-Jun-I999. Win32 Cc) 1983-99 ENERCALC Description Subdiaphragm Chord Timber Column Design Page 1 I General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Rectangular Column Load Duration Factor 1.25 LeVY for Axial 20.00 it Column Depth 9.25 in Fc 1,500.00 psi ' Lu XX for Bending 20.00 ft Width 3.001n Fb 1,000.00 psi Sawn E - Elastic Modulus 1,700 ksi Douglas Fir - Larch, NO LLoads Dead Load Live Load Short Term Load Axial Load 0.00 lbs 0.00 lbs 486.00 lbs Eccentricity 4.500 in Applied Moment 1,300.00 in-# 2,000.00 in-# 0.00 in-# Max. Design Moment 1,300.001n-# 2,000.00in-# 2,187.00 in-# Column OK DL ST 17.51 psi 78.99 psi 81.51 psi 1,239.21 psi 0.1165 Using: 2-2x10, Width 3.00in, Depth= 9.25in, Total Column Ht= 20.00ft DL+LL - DL+LL+ST fc: Compression 0.00 psi 17.51 psi Fc: Allowable 78.81 psi 78.99 psi fbx : Flexural 77.14 psi 128.26 psi F'bx: Allowable 1,031.25 psi 1,239.21 psi Interaction Value 0.0748 0.1551 Stress Details Fc: X-X Fc: Y-Y F'c: Allowable F'c:Allow • Load Dur Factor F'bx F'bx * Load Duration Factor 655.73 psi 78.81 psi 78.81 psi 78.99 psi 1,031.25 psi 1,239.21 psi Max lCLu I d Actual lCLuId Mm. Allow kLu I d Cf:Bending Rb: (Le dIbA2)A.5 Cf: Axial Axial X-XkLu/d Axial Y-Y k Lu I d L 50.00 20.20 11.00 1.100 21.304 1.000 25.95 80.00 c7.r - DtAPk .1 CHc'b 2-Z,c(O t.-:L•.iu (A) t\ '-'- FA WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB ( 2-c,o -OoSU LX SX SHEET NO. C-0 OF___________________ CALCULATED BY _ 2) M DATE CHECKED BY__________________________ DATE SCALE MbrS)UR'-t 1441-t % 4/ , 4PACtM 2 4,QI)( t20') U) Asb k&cr eiro zfAe V ie 71 r, = 234o 1) = 24o S?LICE bA-I-4eAçM 2 L'4 ,(41 4 t + c'o -& U4'7c74 D PRODUCT 207 42 WYNN ENGINEERJNG INC. JOB_ 1,ea os.V.tT 4T1 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 SHEET NO._____________________ OF_________________ (760) 749-8722 (760) 749-9412 Fax CALCULATEDBY____________________ DATE________________ Email: wbeinco@aol.com CHECKED BY__________________________ DATE SCALE T-IP kai.& = l?o 4. 1 Sro EL' LU I 2 tj L 24 4oe' 2 11 117 C D PRODUCT 207 E (0 WYNN ENGINEERING Title: 2800 Roosvelt Street Job # 01-518 27525 Valley Center Rd. Dsgnr: b.m. Date: 2:0013M. 10 APR 01 Suite B Description: Valley Center Scope: main steel girders Ca. 92082 I Rev: 510300 I User: KW.0604089. ye, 5.1.3, 22•Jun1999. Win32 Steel Column Page 1 1 I (Cl 198399 ENERCALC eeernocvpIt1.pcw:CaItuIatinns I Description Main Steel Girder LGeneral Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section W27X84 Fy 36.00 ksi X-X Sidesway: Restrained Duration Factor 1.250 V-V Sidesway: Restrained Column Height 60.000 ft Elastic Modulus 29.000.00 ksi End Fixity Pin-Pin X-X Unbraced 60.000 ft Kxx 1.000 Live & Short Term Loads Not Combined V-V Unbraced 2.000 ft Kyy 1.000 Loads Axial Load... Dead Load k Ecc. for X-X Axis Moments 13.500 in Live Load k Ecc. for V-V Axis Moments in Short Term Load 2.90 k Distributed lateral Loads... ..QL. JL. ...L. Start End Along V-V 0.260 0.400 k/ft -> 60.000 ft AlongX-X k/ft -> ft Summary _ Column Design OK Section : W27X84, Height = 60.00ft, Axial Loads: DL = 0.00, LL = 0.00. ST = 2.90k, Ecc. = 13.5001n Unbraced Lengths: X-X = 60.00ft, V-V = 2.00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula HI - I AISC Formula Hi -2 AISC Formula Hi - 3 0.2769 0.4260 0.7029 0.2302 XX Axis : Fa caic'd per 1.5-1, K*LIr < Cc VY Avir. Fa riIr'd nr 1-1 K*LIr <Ce Stresses Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa: Allowable 16.72 ksi 16.72 ksi 16.72 ksi 20.90 ksi fa : Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.12 ksi Fb:xx : Allow [Fl-6] 23.76 ksi 23.76 ksi 23.76 ksi 29.70 ksi Fb:xx : Allow [Fl-7] & [Fl-B) 23.76 ksi 23.76 ksi 23.76 ksi 29.70 ksi lb : xx Actual 6.58 ksi 10.12 ksi 16.70 ksi 6.67 ksi Fb:yy : Allow [Fl-6] 27.00 ksi 27.00 ksi 27.00 ksi 33.75 ksi Fb:yy : Allow [Fl-7] & [FI-81 27.00 ksi 27.00 ksi 27.00 ksi 33.75 ksi lb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi LAnalysis Values ._ F'ex: DL+LL 33,104 psi Cm:x DL+LL 1.00 Cb:x DL+LL 1.00 F'ey: DL+LL 1,108,110 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.75 F'ex : DL+LL+ST 41,380 psi Cm:x DL+LL+ST 1.00 Cb:x DL+LL+ST 1.00 F'ey: DL+LL+ST 1,385,137 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.75 Max X-X Axis Deflection -2.328 in at 30.000 ft Max V-V Axis Deflection 0.000 in at 0.000 ft 00 WYNN ENGINEERING Title: 2800 Roosvelt Street Job # 01-518 27525 Valley Center Rd. Dsgnr: b.m. Date: 2:0012M, 10 APR 01 Suite B DescrIption: Valley Center Scope: main steel girders Ca. 92082 I Rev: 510300 I User: KW.0604089, ye, 5.1.3. 22.Jun.1999. Win32 Steel Column Page 2 1 I (c)198399ENERCALC c:\ecroosvelt1.ecw:CaIcuIations I Description Main Steel Girder I Section Properties W27X84 Depth 26.71 in Weight 84.24 #/ft -xx 2,850.00 in4 Width 9.960 in Area 24.80 in2 l-yy 106.00 in4 Web Thick 0.460 in Rt 2.490 in S-xx 213.403 in3 Flange Thickness 0.640 in S-yy 21.285 in3 r-xx 10.720 in r-yy 2.067 in 9114-12 tDZI tJL. WYNN ENGINEERING INC. JOB - OS.VLT ST 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 SHEET NO.______________________ OF_________________ (760) 749-8722 (760) 749-9412 Fax CALCULATED BY " DATE________________ Email: wbeinco@aol.com CHECKED BY_________________________ DATE___________________ SCALE • WALL #coU€ D PRODUCT 207 11 WYNN ENGINEERING Title: 2800 Roosvelt St. Job # 01-518 27525 Valley Center Rd. Dsgnr: b.m. Date: 4:39PM, 10APR01 Suite B Description: Valley Center Scope: Hdr-1&2 Ca. 92082 I Rev: 510300 I User: KW.0604089.Ver5.l.3.22Jun1999.W1fl32 Steel Beam Design (Cl 198399 ENERCALC c:\ec\roosveltl.ecw:Calculeations 1 c \ecroosveit1.ecw:CaIcuIations I Description Steel Hdr 1&2 General information Calculations are designed to AiSC 9th Edition ASD and 1997 UBC Requirements Steel Section: W14X30 Fy 36.00k5! Pinned-Pinned Load Duration Factor 1.00 Center Span 22.25 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 It LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 5.00 ft LDistributed Loads #1 #2 #3 #4 #5 #6 #7 DL 1.020 k/ft LL 0.200 k/ft ST k/ft Start Location It End Location 22.250 ft iummaty Beam OK Static Load Case Governs Stress Using: W14X30 section, Span = 22.25ft, Fy = 36.Oksi End Fixity = Pinned-Pinned, Lu = 5.00ft, LDF = 1.000 Actual Allowable Moment 77.357 k-ft 83.263 k-ft Max. Deflection -0.817 in fb: Bending Stress 22.075 ksi 23.760 ksi Length/DL DO 389.1 : I fb I Fb 0.929 : .Length/(DL+LL Defi) 326.9 :1 Shear 13.907 k 53.810 k fv : Shear Stress 3.722 ksi 14.400 ksi fv!Fv 0.258:1 LForce & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only (äI Center © Center © Cants (W Cants Max. M - k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @Left 13.91k 11.68 13.91 k Shear@ Right 13.91 k 11.68 13.91 k Center Dell. -0.817 in -0.686 -0.817 -0.817 0.000 0.000 in Left Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in ... Query* Defl © 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction © Left 13.91 11.68 13.91 13.91 k Reaction @ Rt 13.91 11.68 13.91 13.91 k Fa calc'd per 1.5-1, K*LJr C Cc I Section Properties W14X30 Depth 13.840 in Weight 30.06 #Ift r-xx 5.734 in Width 6.730in l-xx 291.00 in4 r-yy 1.488 in Web Thick 0.270 in l-yy 19.60 in4 Rt 1.740 in Flange Thickness 0.385 in S-xx 42.052 in3 Area 8.85 in2 S-yy 5.825 in3 WYNN ENGINEERING Title: 2800 Roosvett St. Job # 01-518 27525 Valley Center Rd. Dsgnr: b.m. Date: 4:39PM, 10APR01 Suite B Description: Valley Center Scope: Hdr-1&2 Ca. 92082 Rev: 510300 Page 1 User: KW•0604089. Vet 5.1.3. 22.Jun.1999. Win32 Steel Beam Design (C) 198399 ENERcALC c:\ec\roosveltl.ecw:Calculations Description Steel Hdr 1&2 [General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements ' Steel Section: W14X30 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 22.25 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 It LL & ST Act Together Right Cant 0.00 It Lu : Unbraced Length 5.00 ft [Distributed Loads #1 #2 #3 #4 #5 #6 #7 DL 1.020 k/ft LL 0.200 k/ft ST k/ft Start Location It End Location 22.250 ft iummary Beam OK Static Load Case Governs Stress Using: W14X30 section, Span = 22.25ft, Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 5.00ft, LDF = 1.000 Actual Allowable Moment 77.357 k-ft 83.263 k-ft Max. Deflection -0.817 in fb: Bending Stress 22.075 ksi 23.760 ksi Length/DL Defi 389.1 :1 fbi Fb 0.929 : I Length/(DL+LL Defi) 326.9 :1 Shear 13.907 k 53.810 k N : Shear Stress 3.722 ksi 14.400 ksi fviFv 0.258:1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only ( Center 0 Center @ Cants 0 Cants Max. M + 77.36 k-ft 64.98 77.36 k-ft Max. M - k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear@ Left 13.91 k 11.68 13.91 k Shear@ Right 13.91 k 11.68 13.91 k Center Dell. -0.817 in -0.686 -0.817 -0.817 0.000 0.000 in Left Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defi © 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 13.91 11.68 13.91 13.91 k Reaction @Rt 13.91 11.68 13.91 13.91 k Fa calc'd per 1.5-1, K'LJr < Cc Section Properties W14X30 Depth 13.840 in Weight 30.06 #/ft r-xx 5.734 in Width 6.7301n -xx 291.00 in4 r-yy 1.488 in Web Thick 0.270 in l-yy 19.60 in4 Rt 1.740 in Flange Thickness 0.385 in S-xx 42.052 in3 Area 8.85 in2 S-yy 5.825 in3 4.1 t2/l WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB f 9% 2' geojtec -r. SHEET NO.__________________________ OF_____________________ CALCULATED BY_________________________ DATE CHECKED BY DATE SCALE L&1UL 1>04P.-) cC1M ' FLY. k Pt- t (JD) TMJc 4&• M te 42404 fe 402, At = - - it 4 L = LoIç = c;o LL.ICGo/, STEEL FRMM c1x I7L-3/ fz 4e 4o3 47# y '-°'/ 45ciit 2 T€L rMs OP Ln Z.2oZ 2IZ02 dol- 4. 1 20 .. D PRODUCT 207 Section Sets COL 180.2 IPq BEAM X 10.20 10.61K J2 180,27~---- PP~ N3 /180.2 -J -4 80T.2 -1 -10.6 -10.6 Member Length (Ft) Displayed Loads: LC 2, Seismic F=1 Solution: LC 2, Seismic F1 Member z Bending Moments (K-ft) Reaction units are K and K-ft 18 Wynn Engineering; Inc. I Yelland Seismic Retrofit I April 25, 2001 PJA I I 5:08 PM 01-520 ye11and2.r3d Company : Wynn Engineering, Inc. April 25, 2001 Designer : PJA 5:08 PM Job Number : 01-520 Yelland Seismic Retrofit Checked By: Global Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor (AS IF) 1.333 Include Shear Deformation No Include Warping No No. of Sections for Member Calcs 2 Redesign Sections Yes P-Delta Analysis Tolerance 0.50% Vertical Axis Y Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (Ks!) (Ks!) Ratio (per 1O'5 F) (KIttA3) (Ks!) STL I 29000 I 11154 I .3 I .65 I .49 I 36 I Sections Section Database Material Area SA(yy) SA(zz) I y-y I z-z J (Torsion) TIC Label Shane Label (lfflA2 (lnA4 (ln"4) (1n44) Only COL W14X233 STL 68.5 1.2 1.2 1150 3010 59.5 BEAM W14X233 STL 68.5 1.2 1.2 -1150 1 3010 59.5 SEC3 STL 1 1.2 1.2 1 1 1 Joint Coordinates Joint Label X Coordinate Y Coordinate . Z Coordinate Joint Temperature (Ft) (Ft) (Ft) (F) NI 0 0 0 0 N2 0 17.000005 0 0 N3 20.000012 17.000005 0 0 N4 20.000012 0 0 0 - Boundary Conditions Joint Label X Translation V Translation Z Translation MX Rotation MY Rotation MZ Rotation (Mn) (Mn) (K/in) (K-ftlrad) (K-ft/rad) (K-ft/rad) NI Reaction Reaction Reaction N4 Reaction Reaction Reaction N2 Reaction N3 Reaction Member Data X-Axis Section End Releases End Offsets Inactive Member Member Label I Joint J Joint K Joint Rotate Set I-End J-End I-End J-End Code Length (dearees) xvz xvz xvz xvz (In) (In) (Ft) - - Steel Design / NDS Parameters Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway Label Set 1e2 tel le—bend K y-y K z-z CH Cm z-z B y z I Ml I COL 1 17 1 I I 11.11.1 I I II RISA-3D Version 4.1 [C:\pja\Commercial\yel1and2.r3d] Page 6 17 Company : Wynn Engineering, Inc. April 25, 2001 Designer : PJA 5:08 PM Job Number: 01-520 Yelland Seismic Retrofit Checked By: Steel Design / NDS Parameters (continued) Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway Label Set 1e2 lel le—bend K y-y K z-z CH Cm z-z B y z (Ft) (Ft) (Ft) (Ft) M2 I BEAM I 20 I I I I 1. I 1. I I I I I Wood Material Parameters Wood Set NDS Species Therm Weight Label Database Fb Ft Fv Fc E Poisson's Coef. Density (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) Cm Cr E mod Ratio (10115 F) (K/ftA3) No Data to Print ... I Redesign Criteria Section Set Max Depth Min Depth Max Width Min Width Max Code Check Min Code Check (In) (In) (In) (In) I No Data to Print ... I Plate/Shell Elements Plate Label A Joint B Joint C Joint D Joint Material Set Thickness Stress Location Inactive? (In) 'R' 'S' I No Data to Print ... Rigid Diaphragms Master Joint Rigid Plane Rigidity Option Inactive? Distributed Load Patterns Pattern Label Direction Start Magnitude End Magnitude Start Location End Location I Kift F' 1K/ft fl IFtnr%. (Ft nr%'I UNIFORM X -i -1 0 0 UNIFORMY I Y -1 1 -1 01 0 UNIFORMZ Z -1 -1 0 0 Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Totals Description Code Description X Y Z Nodal Point Dist. Surf. I I I Seismic I ELX I Earthouake Load X I I I I 2 I I Joint Loads/Enforced Displacements, Category: ELX, BLC I : Seismic Joint Label [L]oad or Direction Magnitude 1`131isnIacemnt (K. K-ft. In. rad) N2 L X 10.6 N3 L X 10.6 RISA-31) Version 4.1 [C:\pja\Commercial\yelIand2.r3d] Page 7 Company : Wynn Engineering, Inc. April 25, 2001 Designer : PJA 5:08 PM Job Number: 01-520 Yelland Seismic Retrofit Checked By: Moving Loads Tag Pattern Label Increment Both 1st Joint 2nd Joint 3rd Joint 4th Joint 5th Joint Ft Ways? 6th Joint 7th Joint 8th Joint 9th Joint 10th Joint I No Data to Print ... I Dynamics Input Number of Modes 3 Load Combination Number I - Seismic Omega=2.8 Acceleration of Gravity 32.2 (Ft/secA2) Convergence Tolerance 0.001 Converge Work Vectors No Load Combinations Num Descriotion Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor Jlin__ ..__ Joint Displacements, LC 2: Seismic F1 Joint Label X Translation Y Translation Z Translation X Rotation Y Rotation Z Rotation (Ins llnl fin) (rar1ians) 1radians (radians) 1'XI'}' 1X11111 'X'IsI' .X'IsI'II1 Ic .sxsI,}'EI sxsI,Ie _Ix,III,-_IxIIsII-_IxII,Is-_iIIIIII Reactions, LC 2: Seismic F1 Joint Label X Force V Force Z Force X Moment V Moment Z Moment (KI (K (K) (K-ft) (K-ft) (K-ft NI -10.6 -18.02 0.000 0.000 0.000 0.000 N4 -10.6 18.02 0.000 0.000 0.000 0.000 N2 0.000 0.000 0.000 0.000 0.000 0.000 N3 0.000 0.000 0.000 0.000 0.000 0.000 Reaction Totals: -21.2 0.000 0.000 Center of Gravity Coords (X,Y,Z): No Calculation Story Drift. LC 2: Seismic F1 Story X Direction Y Direction Z Direction Number Joint Label Drift % of Ht. Joint Label Drift % of Ht. Joint Label Drift % of Ht. (In) (In) (In) No Stories Defined... I Redesign Shapes, LC 2: Seismic F1 Section Member Current Suggested Alternate Shapes Not Performed... RISA-30 Version 4.1 [C:\pja\Commercial\yelland2.r3d] Page 8 Company : Wynn Engineering, Inc. April 25, 2001 Designer : PJA 5:08 PM Job Number: 01-520 Yelland Seismic Retrofit Checked By: Material Takeoff, LC 2: Seismic F1 Section Set Database Shape Total Length Total Weight (Ftl 1K COL W1 X233 34 7.925 BEAM W14X233 20 4.662 SEC3 0.000 0.000 Total Weights: 12.587 Member Section Forces, LC 2: Seismic F1 Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z W11 iie 1W lI(..ft 1I(..ft 1ILft Ml M2 I M3 P1; I Iii; I S I -L1:Js' I I 5 I -L1;Js' I I S I S I Member Stresses, LC 2: Seismic F1 Member Label Section Axial Shear y-y Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot lI(i /Weii Wail Wail Wail 11(i (I(i 1 -0.263 0.741 0 0 0 0 0 2 -0.263 0.741 0 5.762 -5.762 0 0 1 0 -1.26 0 5.762 -5.762 0 0 2 0 -1.26 0 -5.762 5.762 0 0 1 0.263 -0.741 0 5.762 -5.762 0 0 2 0.263 -0.741 0 0 0 0 1 0 I Ml I M2 I M3 Member Deflections, LC 2: Seismic F1 Member Label Section x-Translation y-Translation z-Translation x-Rotation (n) L/y Ratio (n) Uz Ratio (ins flnl lir,% 1rilinc'i 1 0 0 0 0 NC NC 2 0.002 -0.549 0 0 NC NC 1 0.549 0.002 0 0 NC NC 2 0.549 -0.002 0 0 NC NC 1 0.002 -0.549 0 0 NC NC 2 0 0 0 0 NC NC I Ml I M2 I M3 Member Section Torsion, LC 2: Seismic F1 Member Label Section Torque Torsion Shear y-y Warp Shear z-z Warp Shear z-Bot Warp Bend z-Top Warp Bend 1K-ft (I(i 1 0 0 No Warping Calculations... 2 0 0 1 0 0 No Warping Calculations... 2 0 0 1 0 0 No Warping Calculations... 2 0 0 I Ml I M2 I M3 RISA-3D Version 4.1 [C:\pja\Commercial\yelIand2.r3d] Page 9 Company : Wynn Engineering, Inc. April 25, 2001 Designer : PJA 5:08 PM Job Number: 01-520 Yelland Seismic Retrofit Checked By: Member AISC ASD 9th Code Checks, LC 2: Seismic F=1 Member Label Code Chk Loc Shear Chk Loc Dir Fa Ft Fb y-y Fb z-z ASD Eqn. (Ft (Ffl 1Ksi (Ksi lkqil (Ksfl Ml 0.279 17 0.051 0 y 18.369 21.6 27 21.6 1-12-1 M2 0.267 20 0.087 0 y 17.566 21.6 27 21.6 1-11-2 M3 0.279 0 0.051 0 y 18.369 21.6 27 21.6 1-11-2 Member NDS Code Checks, LC 2: Seismic F1 Member Label Code Chk Loc Shear Chk Loc Dir Fc Ft Fbi FbZ Fv Eqn (Ft) (Ft) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) No Data to Print ... Plate/Shell Principal Stresses, LC 2: Seismic F1 Plate Label Surface Siamal Siama2 Tau Max Anale Von Mises No Data to Print Plate/Shell Forces, LC 2: Seismic F1 Plate Label Qx Qy Mx My Mxy Fx Fy Fxy Plate Corner Forces. LC 2: Seismic F1 Plate Label Joint Label X Force V Force Z Force MX Moment MY Moment MZ Moment (K) (K) (K) (K-ft) (K-ft) (K-ft) —71 No Data to Print ... RISA-30 Version 4.1 [C:\pja\Commercial\yelland2.r3d] Page 10 ZI WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB - ' a 7-42W 4&SVEL-r S t SHEETNO.__________________________ OF_____________________ CALCULATED BY_________________________ DATE_____________________ CHECKED BY___________________________ DATE SCALE T( j 1 c>a s Tb -*V4E.. t * 2__ Tell A,, 1L- töri L. 'SK 20 LL = 'It' % , 24 (c' LtL e'VI.. oft-M'-'5 r 4- ( (-114- 2')x 7-45 D PRODUCT 207 Vu: Actual One-Way VnPhi : Allow One-Way Vu: Actual Two-Way Vn*Phi : Allow Two-Way Alternate Reber Selections... 13 #4's 9 #5's 5 #7's 4 #8's Footing OK 31.51 psi 85.00 psi 114.46 psi 170.00 psi 6 #6's 3 #9's 2 #10's 8.50ft square x 15.Oin thick with #6 bars) Max. Static Soil Pressure 896.47 psf Allow Static Soil Pressure 1.000.00 psf Max. Short Term Soil Pressure 1,034.88 psf Allow Short Term Soil Pressure 1,330.00 psf Mu :Actual 11.11 k-ft Mn * Phi: Capacity 20.29 k-ft WYNN ENGINEERING 27525 Valley Center Rd. Suite B Valley Center Ca. 92082 Rev: 510300 User: KW•0604089. Ver 5.1.3. 22Jun1999. Win32 (c) 1983.99 ENERCALC Title: 2800 ROOSVELT ST. Job # 01-518 Dsgnr: B.M. Date: 9:16AM, 16APR01 Description: Scope: FTG TO FRAME 1 & 2 (D+L+S) Square Footing Design Page 1 S Description FOOTING TO FRAME I & 2 (DL+LL+S) General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 25.000 k Footing Dimension 8.500 ft Live Load 5.000 k Thickness 15.00 in Short Term Load 10.000 k #ofBars 8 Seismic Zone 4 ar ze V Overburden Weight 300.000 psf Reber Cover 3.250 Concrete Weight 145.00 pcf ft 2,500.0 PSI LL & ST Loads Combine Fy 60,000.0 psi Load Duration Factor 1.330 Column Dimension 8.00 in Allowable Soil Bearing 1.000.00 psf [einforcing Reber Requirement Actual Rebar 'd" depth used 11.375 in As to USE per foot of Width 0.296 in2 200/Fy 0.0033 Total As Req'd 2.512 in2 As Req'd by Analysis 0.0016 1n2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0022% WYNN ENGINEERING Title: 2800 ROOSVELT ST. Job # 01-518 27525 Valley Center Rd. Dsgnr: B.M. Date: 8:43AM, 18 APR 01 Suite B Description: Valley Center Scope: FOOTING TO FRAME I & 2 Ca. 92082 Rev: 510300 Page 1 1 5.1.3. 22.Jun1999. Win32 Square Footing Design (C) 1983•99 ENERCALC c:\ecroosvelt1.ecw:Calculations I Description FOOTING TO FRAME I & 2 (DL+LL+S) [General Information - Calculations are designed to ACi 318-95 and 1997 usc Requirements Dead Load 25.000 k Footing Dimension 8.500 ft Live Load 5.000 k Thickness 15.00 in Short Term Load 10.500 k # of Bars 8 Seismic Zone 4 Bar Size 6 Overburden Weight 300.000 psf Rebar Cover 3.250 Concrete Weight 145.00 pcf f'c 2,500.0 psi LL & ST Loads Combine Fy 60,000.0 psi Load Duration Factor 1.330 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf [Reinforcing Rebar Requirement Actual Rebar "d" depth used 11.375 in As to USE per foot of Width 0.298 in2 200/Fy 0.0033 Total As Req'd 2.529 in2 As Req'd by Analysis 0.0016 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0022% 8.50ft square x 15.Oin thick witli8-#6b; Max. Static Soil Pressure 896.47 psf Vu: Actual One-Way Allow Static Soil Pressure 1,000.00 psf VnPhi : Allow One-Way Max. Short Term Soil Pressure 1,041.80 psf Vu : Actual Two-Way Allow Short Term Soil Pressure 1,330.00 psf Vn*Phi : Allow Two-Way Alternate Rebar Selections... Mu :Actual 11.19 k-ft 13 #4's 9 # 5's Mn * Phi: Capacity 20.29 k-ft # 7's 4 # 8's Footing OK 31.72 psi 85.00 psi 115.22 psi 170.00 psi 6 #6's 3 #9's 2 #10's to, (4D 10, Ce /2-0 L 2o Q .ISTLD &'t 24, WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB 0 1 - oC' £1PV-L1 51 SHEET NO. OF_____________________ CALCULATED BY _' dl DATE CHECKED BY_________________________ DATE___________________ SCALE 1M'1eACtM t AC (TIE ELM = SIT ( iss, = 4cc,c Uc& qc-r , (sC >c Mt ? (tir1fr t.ML) AT IA1IrtL 4J M(o'J * eAPAC IT-1 Dc PrP**4 14 '2 s & 'flLD CøP, j4 C.. _4 - k4OA. '.33 £4P 4 )c (OO D PRODUCT 207 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB ST SHEET NO.__________________________ OF_____________________ CALCULATED BY__ DATE_____________________ CHECKED BY__________________________ DATE SCALE €VIV\PtACM 2 NW- "alit £ C . F D M ..J Lá'J Cti+ TO rT 4-Dio4, TP'4CoL) IN P2 G.7C' I(e C) 999 4- I, U. gT, 4c4PctJ Po>& 1JT _ U CIE 4 —to A 'k)/ Er60 (kt4Jr ALl jer''). u,,E 4- 4. Lo/b&cx •i-: 4 f? CQ*CX (oDf1' C4 ACITT/OLT cc? A IL ç,c h - X - 72 5 I- r c +J t-4. o - I, D PRODUCT 207 C('W (j,&LL, WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB_ I?) 2O eVLT ¶T SHEET NO. OF_____________________ CALCULATED BY _' M DATE CHECKED BY__________________________ DATE SCALE OF 15;-Ir eT )zx kA(Lf ef-) 4. o )b 4 (F-) cjb A ucgô &o(Tj & Z.1-n ve__ I L€frf( WI 1C&o FM cz7 D PRODUCT 207 2 7 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com V€ LTT' JOB - SHEET NO. OF_____________________ CALCULATED BY_bk4 DATE CHECKED BY_________________________ DATE SCALE - (w) 4LIT1f4i R.ot .Th1'4-4) ('&) E&W Mb4'-'r (i4-rIf- lcISO £. ( di' MoL 27c Zc(o TO (ST' Z+'1 (E 4' MJC.440e. €c,-iS -K(Q wDLD,€e. DI ) -kUULL, 4ec B PRODUCT 207 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749.9412 Fax Email: wbeinco@aol.com J rt- A-t.) E. S ft W r. JOB - g-cci .-r -r4 SHEET NO.__________________________ OF_____________________ CALCULATED BY_________________________ DATE_____________________ CHECKED BY__________________________ DATE SCALE 1 1' 424o,. 0 PRODUCT 207 WYNN ENGINEERING Title: 2800 ROOSVELT ST. Job # 01-518 27525 Valley Center Rd. 0sgnr: B.M. Date: 4:0012M, 12APR01 Suite B Description: Valley Center Scope: EAST WALL Ca. 92082 I Rev: 510300 I User: KW0604089.Ver5.I.3.22JunI999.WIn32 Masonry Pier Analysis & Design (C) 198399 ENERCALC Page 1 I c:\ec\roosveltl.ecw:Calculations I I Description PERIMITER SHEAR WALL EAST WALL General Information Calculations are designed to 1997 UBC Requirements Total Lateral Force - 18.80 k Moduli: Em = fm * 750.00 Seismic Zone 4 Moduli: Ev = fm 0.40 Load Duration Factor 1.33 Shear Pier Data Pier #1 Pier Height 18.00 ft Pier Length 120.00 ft Wall Thickness 8 in "j": Depth Mult. 0.90 Pier Fixity Pin-Fix I'm 1.500 psi Fs 24,000 psi Spinsp No Grout Spacing 8 in Analysis Data Pier #1 Height/Length 0.1500 (H/L)A3 0.0034 Rel. Defi 37.5015 Sum Rigidity 26.67 Rigidity = .001/Defi 26.666 % Force to Pier 1.00 Shear to Pier 18.800k Relative Deli • 10A5 0.00 in M/ (VDepth) 0.150 Summaty Pier #1 Shear Reinforcing... fv=V/(12est1d) 2.86 psi Fv: w/o Reinf. 33.05 psi Fv: wl Reinf. 49.58 psi Honz. Shear Av Req'd Not Req'd inA2/ft Bending Reinforcing... Moment © End 338.40 k-ft "d" to tension As 108.00 ft Bending As Req'd 0.10 in2 df ç" 24 IX— e v.-r WYNN ENGINEERING 27525 Valley Center Rd. Suite B Valley Center Ca. 92082 Title: 2800 ROOSVELT ST. Dsgnr: B.M. Description: Scope: WEST WALL Job #01-518 34- Date: 4:15PM, 12 APR 01 Rev: 510300 L KW.0604089. Vet 5.1.3. 22.Jun.1999. Win32 Masonry Pier Analysis & Design Page 1 .0 c:ec\roosveIt1.ecw:Calculations (c) 198399 ENERCAI )escription PERIMITER SHEAR WALLS WEST WALL [General Information Calculations are designed to 1997 UBC Requirements Total Lateral Force 18.80 k - Moduli: Em = I'm * 750.00 Seismic Zone 4 Moduli: Ev = £m * 0.40 Load Duration Factor 1.33 [Shear Pier Data Pier #1 Pier #2 Pier Height 18.00 ft 18.00 ft Pier Length 45.00 ft 45.00 ft Wall Thickness 8 in 8 in 'j': Depth Mult. 0.90 0.90 Pier Fixity Pin-Fix Pin-Fix fm 1,500 psi 1,500 psi Fs 24.000 psi 24.000 psi Spinsp No No Grout Spacing 8 in 8 in Analysis Pier #1 Pier #2 Height/Length 0.4000 0.4000 (HIL)A3 0.0640 0.0640 Rel. Dell 100.0284 100.0284 Sum Rigidity 19.99 Rigidity = .001 /Deft 9.997 9.997 % Force to Pier 0.50 0.50 Shear to Pier 9.400 k 9.400 k Relative Dell * 10A5 10.00 in 10.00 in M I (VDepth) 0.400 0.400 Pier #1 Pier #2 Shear Reinforcing... fv=VI(12est1d) 3.82 psi 3.82 psi Fv: w/o Reinf. 30.91 psi 30.91 psi Fv: wi Reinf. 46.36 psi 46.36 psi Horiz. Shear Av Req'd Not Req'd inA2/ft Not Req'd inA2/ft Bending Reinforcing... Moment @ End 169.20 k-ft 169.20 k-ft "d" to tension As 40.50 It 40.50 It Bending As Req'd 0.13 1n2 0.13 in2 WYNN ENGINEERING 27525 Valley Center Rd. Suite B Valley Center Ca. 92082 Title: 2800 ROOSVELT ST. Dsgnr: B.M. Description: Scope: NORTH WALL ' Job #01-518 Date: 4:0613M, 12 APR 01 Rev: 510300 Page 1 Use,: KW•0604089, ye, 5.1.3. 22Jun1999. Win32 Masonry Pier Analysis & Design (C) 198399 ENERCALC c:'sec\roosveltl.ecw:Calculation Description PERIMITER SHEAR WALLS NORTH WALL General Information Calculations are designed to 1997 UBC Requirements Total Lateral Force 40.40 k Moduli: Em = I'm * 750.00 Seismic Zone 4 Moduli: Ev = I'm * 0.40 Load Duration Factor 1.33 LShear Pier Data Pier #1 Pier #2 Pier #3 Pier Height 18.00 ft 18.00 ft 18.00 ft Pier Length 42.00 ft 34.00 ft 20.00 ft Wall Thickness 8 in 8 in 8 in "j": Depth Mutt. 0.90 0.90 0.90 Pier Fixity Pin-Fix Pin-Fix Pin-Fix I'm 1.500 psi 1,500 psi 1,500 psi Fs 24,000 psi 24,000 psi 24,000 psi Spinsp No No No Grout Spacing 8 in 8 in 8 in Analysis Data Pier #1 Pier #2 Pier #3 Height/Length 0.4286 0.5294 0.9000 (HIL)A3 0.0787 0.1484 0.7290 Rel.Defl 107.1778 132.4189 225.3240 Sum Rigidity 21.32 Rigidity = .001/Defi 9.330 7.552 4.438 % Force to Pier 0.44 0.35 0.21 Shear to Pier 17.680k 14.310 k 8.410 k Relative Deft * 10'5 10.72 in 13.24 in 22.53 in M I (VDepth) 0.429 0.529 0.900 Pier #1 Pier #2 Pier #3 Shear Reinforcing... fv=V/(12est1d) 7.69 psi 7.69 psi 7.68 psi Fv: w/o Reinf. 30.66 psi 29.80 psi 26.27 psi Fv: w/ Reinf. 45.99 psi 44.69 psi 39.92 psi Horiz. Shear Av Req'd Not Req'd inA2Ift Not Req'd in"2/ft Not Req'd inA2/ft Bending Reinforcing... Moment @ End 318.24 k-ft 257.58 k-ft 151.38 k-ft "d" to tension As 37.80 ft 30.60 ft 18.00 ft Bending As Req'd 0.26 in2 0.26 in2 0.26 in2 '1 e.r;c- (.4 (, WYNN ENGINEERING Title: 2800 ROOSVELT ST. Job # 01-518 27525 Valley Center Rd. Dsgnr B.M. Date: 3:17PM, 12APR01 Suite B Description: Valley Center Scope: WEST WALL Ca. 92082 - Rev: 510300 User: KW.0604089. Ver 5.1.3. 22-Jun. 1999. Wen32 Masonry Pier Analysis & Design Page 1 (C) 198399 ENERCALC c:\ec\roosveltl.ecw:Calculations Description PERIMITER SHEAR WALLS WEST WALL General information Calculations are designed to 1997 usc Requirements Total Lateral Force 18.80 k Moduli: Em = fm * 750.00 Seismic Zone 4 Moduli: Ev = fm • 0.40 Load Duration Factor 1.33 Shear Pier Data Pier #1 Pier #2 Pier Height 18.00 ft 18.00 ft Pier Length 45.00 ft 45.00 ft Wall Thickness 81n 8 in "j": Depth Muit. 0.90 0.90 Pier Fixity Pin-Fix Pin-Fix I'm 1.500 psi 1,500 psi Fs 24,000 psi 24,000 psi Sp lnsp No No Grout Spacing 8 in 8 in Height/Length (HIL)A3 Rel. Defi Sum Rigidity Rigidity = .001/Defi % Force to Pier Shear to Pier Relative Defi * 1ØA5 M I (V*Depth) Pier #1 0.4000 0.0640 100.0284 19.99 9.997 0.50 9.400 k 10.00 in 0.400 Pier #2 0.4000 0.0640 100.0284 9.997 0.50 9.400 k 10.00 in 0.400 Shear Reinforcing... Pier #1 Pier #2 fv=V/(12*estid) 3.82 psi 3.82 psi Fv: w/o Reinf. 30.91 psi 30.91 psi Fv: wl Reinf. 46.36 psi 46.36 psi Horiz. Shear Av Req'd Not Req'd inA2/ft Not Req'd inA2/ft Bending Reinforcing... Moment © End 169.20 k-ft 169.20 k-ft "d" to tension As 40.50 ft 40.50 ft Bending As Req'd 0.13 in2 0.13 in2 WYNN ENGINEERING Title: 2800 ROOSVELT ST. Job # 01-518 27525 Valley Center Rd. Dsgnr: B.M. Date: 4:3913M. 16 APR 01 Suite B Description: Valley Center Scope: BASE PLATE TO FRAME 1 & 2 Ca. 92082 Rev: 510300 0 L UserKW.0604089.Ver5.1.3.22.Jun.1999.Win32 Steel Column Base Plate Page 1 4 3.99ENERCALC c:\ec\roosveIt1.ecw:caIcuIations Description BASE PLATE TO FIRM I & 2 [neraI Informat ion Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Loads Steel Section TS16x12x1I2 Axial Load 26.70 k Section Length 16.000 in Section Width 12.000 in X-X Axis Moment 0.00 k-ft Flange Thickness 0.500 in Plate Dimensions Web Thickness 0.500 in Plate Length 17.000 in Allowable Stresses Plate Width 16.000 in Concrete ft 2,500.0 psi Plate Thickness 0.188 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Anchor Bolt Data Pier Length 17.000 in Dist. from Plate Edge 2.000 in Pier Width 16.000 in Bolt Count per Side 2 4. L)__ Tension Capacity 5.500 _k Bolt Area - 0.442 un2-, t7nimaryJ BaseplateOk Concrete Bearing Stress Thickness OK Actual Bearing Stress 98.2 psi Allow per ACI 10.15 1,487.5 psi Full Bearing: No Bolt Tension Allow per AISC J9 1,163.8 psi Plate Bending Stress Bearing Stress OK Actual fb 18,138.5 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 5.500 k Elf WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB O C - 2c2' SHEET NO. OF_________________________ CALCULATED BY DATE CHECKED BY DATE SCALE , f A76C! .7 . \ L/ -t------• B PRODUCT 207 MiZ LLf4 ..,-. '-: .•__ I 0 PRODUCT 207 i. WYNN ENGINEERING INC. JOB 910 2'oo cer 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 SHEET NO. OF_________________ (760) 749-8722 (760) 749-9412 Fax CALCULATED BY DATE Email: wbeinco@aol.com CHECKED -- UY DATE SCALE ro CM L LL. _-__-- )1- (tTS' m \J&9 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB SHEETNO. __________________________ OF_____________________ CALCULATED BY__________________________ DATE CHECKED BY_________________________ DATE SCALE PLATh 0 PRODUCT 207 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB 22c' PJ!Lr .T SHEETNO._____________________________ OF_______________________ CALCULATED BY___________________________ DATE CHECKED BY__________________________ DATE SCALE -1-s LN) JkI c-tii )g 59't TUX It 17" Le*jl (Ac.TM A-3(. \Jo 2 I4)14oL&s. FoR 2- ANC-969 8-cLTS, CA tol) - ee-ec-)T LAuJIL40.4. . t€-r(L 2 0 PRODUCT 207 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB 0 I I S - R,cj r -r SHEET NO. OF______________________ CALCULATED BY__________________________ DATE CHECKED BY__________________________ DATE SCALE - JE c•cto p.) T ceA% it otJC-t 9. L-D PLC.. Fe- k1A4Q.. 424o/ x2 = iIlo &20. oCT(jt @&/ ±_ = V 4LLouP = 3 A b ~) ,('. 7 T-2 Jc - 4o•o V oE 12 AID çj EXCLUDE -C- •2yt.Vt .t2-fu %Z V7 '1? IQ -Tsr )t =4,4 41 x1 oV -)S> _T4 U CIE. - I %p ,T1-1-A4 _-rs MD()J asT 7(4o) 0 PRODUCT207 WYNN ENGINEERING 27525 VALLEY CENTER RD. VALLEY CENTER S.D. CA. 760-749-8722 Title: Dsgnr: Description: Scope: Job# Date: 8:50AM, 26 APR 01 Rev: 510300 User: KW.060321. ye, 5.1.3. 22Jun•1999. Wrn32 (C) 198399 ENERCALC General Footing Analysis & Design Description ECCENTRIC FTG/STL FRAME 1&2 (D+L+S) General Information azoacZEM" Calculations are designed to ACI 318-95 and 1997 UBC Requiremen,ts j Allowable Soil Bearing 1,000.0 psf Dimensions... Short Term Increase 1.330 Width along X-X Axis 10.000 ft Base Pedestal Height 0.000 in Length along V-Y Axis 13.000 ft Seismic Zone 4 Footing Thickness 15.00 in Overburden Weight 200.00 psf Col Dim. Along X-X Axis 14.00 in Live & Short Term Combined Col Dim. Along Y-Y Axis 14.00 in f'c 2,500.0 psi Fy 60,000.0 psi Min Steel % 0.0014 Concrete Weight 145.00 pcf Rebar Center To Edge Distance 3.50 in LLoads Applied Vertical Load... Dead Load 25.000 k ...ecc along X-X Axis 0.000 in Live Load 5.000 k ...ecc along V-V Axis 36.000 in Short Term Load 18.000 k tion about Y-Y Applied Moments... (pressures © left & right) (pressures © top & bot) Dead Load k-ft k-ft Live Load k-ft k-ft Short Term k-ft k-ft Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Shears... (pressures © left & right) (pressures © top & bot) Dead Load k k Live Load k k Short Term k k Summary - Footing Design OK 10.00ft x 13.00ff Footing, 15.0in Thick, wl Column Support 14.00 x 14.00in x 0.0in high DL+LL DL+LL+S Ada Allowable Max Soil Pressure 931.5 1,261.7 psf Max Mu 5.036 k-ft per ft Allowable 1,000.0 1,330.0 psf Required Steel Area 0.193 in2 per ft 'X' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vn Phi "Y'Ecc, of Resultant 13.574 in 17.712 in 1-Way 15.023 85.000 psi X-X Min. Stability Ratio No Overturning 1.500 :1 2-Way 55.470 170.000 psi V-V Min. Stability Ratio No Overturning )ting Design Shear Forces ACI 9-1 Ad 9-2 ACI 9.3 Vn * Phi Two-Way Shear 35.91 psi 55.47 psi 39.37 psi 170.00 psi One-Way Shears... Vu © Left 9.10 psi 13.82 psi 9.78 psi 85.00 psi Vu © Right 9.10 psi 13.82 psi 9.78 psi 85.00 psi Vu © Top 9.47 psi 15.02 psi 10.40 psi 85.00 psi Vu @ Bottom 9.54 psi 14.20 psi 10.61 psi 85.00 psi Moments ACI 9-1 ACI 9-2 ACI 9-3 Ru I Phi As Rea'd Mu @ Left 3.26 k-ft 5.04 k-ft 3.57 k-ft 42.3 psi 0.19 1n2 per ft Mu @ Right 3.26 k-ft 5.04 k-ft 3.57 k-ft 42.3 psi 0.19 in2 per ft Mu © Top 3.09k-ft 4.84k-ft 3.34 k-ft 40.6 psi 0.19 in2 per ft Mu © Bottom 3.29k-ft 4.74k-ft 3.90 k-ft 39.8 psi 0.19 in2 perft WYNN ENGINEERING Title: Job # 27525 VALLEY CENTER RD. Dsgnr: Date: 8:50AM, 26 APR 01 Description: VALLEY CENTER S.D. CA. Scope: 760-749-8722 Rev: 510300 User: KW.060321. Ver 5.1.3. 22.Jun•1999. wti32 General Footing Analysis & Design (C) 198399 ENERCALC Description ECCENTRIC FTG/STL FRAME 1&2 (D+L+S) Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL + LL 612.02 612.02 931.55 292.49 psf DL + LL + ST 750.48 750.48 1,261.72 239.24 psf Factored Load Soil Pressures ACI Eq. 9-1 868.37 868.37 1,321.73 415.00 psf ACI Eq. 9-2 1,050.67 1,050.67 1,766.41 334.93 psf ACI Eq. 9-3 710.05 710.05 1.193.75 226.35 psf [Eactors (per Ad, applied internally to entered loads) . ACI 9-1 & 9-2 DL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921 .2.7 "1.4 Factor 1.400 ACI 9-1 & 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921 .2.7 '0.9' Factor 0.900 ACI 9-1 & 9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 .... seismic ST*: 1.100 am, .5. le t WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB ' I - QT SHEET NO. OF_______________________ CALCULATED BY DATE CHECKED BY_________________________ DATE SCALE L 4D e- i- -D cop- c>tj JtLAO ( J ). L I. M 32sq = - •eceF1 •< LKs x -7 - <t uc L C 9)c . ' 'A 12y F- - IlJ < 1I2I ii I 2 c 2'-o? A— r- r t, bo to d( 1(p, D PRODUCT 207 WYNN ENGINEERING Title: Job # 27525 VALLEY CENTER RD. Dsgnr: Date: 8:30AM, 26 APR 01 : VALLEY CENTER Description S.D. CA. Scope: 760-749-8722 I Rev: 510300 I User: KW.060321. Ver 5.1.3. 22.Jun.1999. W,n32 Steel Column I I C.)1983-99 ENERCALC IInd Description WINDOW JAMB (MADISON AV.) LGeneral Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section C9X13.4 Fy 36.00 ksi X-X Sidesway: Restrained Duration Factor 1.000 V-V Sidesway: Restrained Column Height 12.000 It Elastic Modulus 29,000.00 ksi End Fixity Pin-Pin X-X tjnbraced 2.000 It Kxx 1.000 Live & Short Term Loads Combined Y-Y Unbraced 2.000 ft Kyy 1.000 Axial Load... Dead Load 7.00 k Ecc. for X-X Axis Moments 1.500 in Live Load k Ecc. for V-V Axis Moments in Short Term Load k Column Design OK Section: C9X13.4, Height = 12.00ft, Axial Loads: DL = LJnbraced Lengths: X-X = 2.001t, Y-Y = 2.00ft Combined Stress Ratios Dead AISC Formula Hi - I AISC Formula Hi -2 AISC Formula Hi -3 0.1367 7.00, LL = 0.00. ST = 0.00k, Ecc. = 1.500in DL + LL DL + ST + (LL if Chosen 0.1367 0.1367 XX Axis: Fa calc'd per 1.5-1. K*LIr < Cc YY Axis: Fa calc'd ner 1.5-1. K*L!r < Cc Stresses Allowable & Actual Stresses Dead Live Fa: Allowable 19.51 ksi 0.00 ksi fa : Actual 1.78 ksi 0.00 ksi Fb:xx : Allow [F1-6J 21.60 ksi 0.00 ksi Fb:xx : Allow [F1-7] & [F18]: 21.60 ksi 0.00 ksi fb : xx Actual 0.99 ksi 0.00 ksi Fb:yy : Allow [F1-61 27.00 ksi 0.00 ksi Fb:yy : Allow (F1-7] & [F1.8) 27.00 ksi 0.00 ksi DL+LL DL+Short 19.51 ksi 19.51 ksi 1.78 ksi 1.78 ksi 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi 0.99 ksi 0.99 ksi 27.00 ksi 27.00 ksi 27.00 ksi 27.00 ksi fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi [Analysis -J F'ex: DL+LL 3,151,868 psi Cm:x DL+LL 0.60 Cb:x DL+LL 1.75 F'ey: DL+LL 115,810 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.75 F'ex: DL+LL+ST 3,151.868 psi Cm:x DL+LL+ST 0.60 Cb:x DL+LL+ST 1.75 F'ey: DL+LL+ST 115,810 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.75 Max X-X Axis Deflection -0.010 in at 6.960 ft Max V-V Axis Deflection 0.000 in at 0.000 ft Section Properties C9X13.4 . Depth 9.00 in Weight 13.38 #/ft 1xx 47.90 in4 Width 2.433 in Area 3.94 in2 l-yy 1.76 in4 Web Thick 0.233 in S-xx 10.644 1n3 Flange Thickness 0.413 in S-yy 0.961 in3 r-xx 3.487 in r-yy 0.668 in 42 WYNN ENGINEERING 27525 VALLEY CENTER RD. VALLEY CENTER S.D. CA. 760-749-8722 Rev: 510300 User: KW•060321. ye, 5.1.3. 22Jun. 1999. Win32 Title: Job # Dsgnr: Date: 11:22AM, 26 APR 01 Description: Scope: Steel Column Base Plate Description FRAME BASE PLATE • General Information Calculations are designed to AlSC 9th Edition ASD and 1997 UBC Requirements - Loads Steel Section W14x233 Axial Load 48.00 k Section Length 16.040 in Section Width 15.890 in X-X Axis Moment 0.00 k-ft Flange Thickness 1.720 in Web Thickness 1.070 in Plate Dimensions Plate Length 17.000 in Plate Width Plate Thickness Allowable Stresses Concrete fc 3,000.0 psi Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Pier Length Pier Width \ Anchor Bolt Data 20.000 in Dist. from Plate Edge 2.000 in 20.000 in Bolt Count per Side 2 Tension Capacity 5.500 k Bolt Area 0.970 in2 Concrete Bearing Stress Actual Bearing Stress Allow per ACI 10.15 Allow per AISC J9 Plate Bending Stress Actual fb Max Allow Plate Fb Tension Bolt Force Actual Tension Allowable Thickness OK 166.1 psi 2,100.0 psi 1,642.9 psi Bearing Stress OK 20,128.5 psi 35,910.0 psi Bolt Tension OK 0.000 k 5.500 k Baseplate OK Full Bearing : No Bolt Tension U c. € -m - ft frrE 19 4 PLCS N.S./F.S. 1/2" (N) 1/2" THK.- DHLR PLATE, CUT TO FIT NS/FS. SEE DRAG CONNECTION DETAIL /(N) W 14 x 233 7 1/4" (N) 1\2" THK.FLANGE - COVER PLATE x 14" WIDE x 32" LONG (N) W 14 x 2.33 1/4 3/8" (N) 1\2" THK. FLANGE :N•S• COVER PLATE x 14 WIDE x 16" LONG F. S. ONLY (N) lOd NAILS @ 4" O.C. 6— [ (CONTlNOus) 6—_T5 -\ I ,r—(E) 5/8" PLYWOOD PLATE 2" x 7/4" x 70" LONG/ ,> (ASTM A36) / "—(N) 6 x 10 D.F.//1 BLKG. 3/76" . (N) W14 x 233 (N) SIMPSON A35F NS. (E) 2 x 10 D.F.#1 ROOF RAFTER @ 2'-0" O.C.- (E) 5/8" PLYWOOD -mg a (N) 2 ROWS 6 x 10 D.F.#1 BLKG. (FULL LENGTH OF BLDG.) - (N) lOd NAILS © 4" O.C. IFULL LENGTH OF BUILDING 1. 3/16" (N) W'14 x 233 B ' (N) PLATE 12" x 1/4" x 10" LONG (ASTM A36) (E) 5/8" PLYWOOD PLATE 12" x 1/4" x 10" LONG 6-13/16" DIA. HOLES FOR (ASTM A36) ____ 6-3/4" BOLTS (A307) . S 3/16" L/' -H i'i_ 4" -1• " 7" •1- 10" 24" (N) 3/4" DIA. THREADED ROAD WITH 5" EMBEDMENT SECURED WITH SIMPSON S.E. T. EPDXY I.C.B.O. #ER5279 © 16" O.C. (N) METAL SHIMS ,- (N) 1 1/2" DRYPACK (MIN.) (N) W14 x 30 (N) 2-1/2" DIA. ERECTION BOLTS (N) T. S. 4 x 4 x 1/4 OPENING / (N) 1/4 1/4" MIN. L c LONG SET IN SIMPSON S.E.T. (N) 2" GROUT - (N) 5,/8" DIA. BOLT (A307) 14' EPDXY I.C.B.O. #ER5279 -. (N) SLAB OVER (E) SLAB — (E) SLAB ON GRADE (E) FOUNDATION I (C) C.M.U. WALL WITH PARAPET E.N. (C) 2 x 10 RIM JOIST (E) 5/8" DIA. ANCHOR BOLTS 0 3.3" O.C. -\~ (C) 2 x 10 RAFTER 0 24" O.C. (E) 1/2" PLYWOOD STRUC, I ROOF -\ I 112-4-#-1 112- V 3/i6 (N) L 4 x 4 x 1/4 WITH- ... (2)-i 1/8" HOLES FOR (2)-I" DIA BOLTS (A307) SET IN SIMPSON S.E. T. EPDXY SC.B.O. ER 5279 (N) L 4 x 4 x 1/4- CON TINOIJS (FULL LENGTH OF SOUTH WALL WITH 1/2" DIA. BOLTS SET IN SIMPSON S.E.T. EPDXY I.C.B.O. ER 5279 0 32" O.C. 3/16 (C) I" DIA. BOLTS 0 32" O.C. (C) 4 x SO WOOD LEDGER D.F. if (C) L .3 x .3 x 5/4 ANCHORED 0 32" D.C. 5.• EMBEDMENT (N) BOLTS SET IN EPDXY SIMPSON S.E.T. I.C.H.O. ER 5279 W14 x 30 HEADER WITH TAL SHIMS AND DRYPACIC (N) BRACES 0 6-Ow O.C. THRU-OUT LENGTH OF SOUTH WALL -. 1-2 7/16 (32)-I 1/16" DIA. HOLES FOR (32)-I" DIA Q DRAG STRUTJ Q W14 x 23.3 LAG BOLTS, 6" LONG. (PRE-DRILL 3/4- DIA. "PILOT HOLES" INTO PLAN I BLOCK 96 I BLOCK I BLOCK I BLOCK _4I-' I/2 .._t(t._i I/2 -.. -.-I -I i4I-+H iIk ELEVATION WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB SHEETNO. __________________________ OF_____________________ CALCULATED BY " DATE CHECKED BY__________________________ DATE SCALE k H II '4,f4~ - L..k; eic 1'La fe PP- L-L, PILoroLits) kJO 2- 4 II \i II L&JIL ±+f+*Hf +t++++ 44k-4- 4 f + +4 +•+•+ .+ + +++4- D PRODUCT 207 (E) 4 x 10 WOOD LEDGER D.F. #1 (E) 3/4" DIA. ANCHOR BOLT © 36" O.C. (E).1/2" PLYWOOD STRUC, I (E) 2 x 10 JOIST @ 24" O.C. (E) 2 x NAILER- [-] STEEL GIRDER EMBEDMENT LENGTH 6 1/4" W1 SIMPSON S.E. T. ICBO (N) 7/8" DIA. ALL THREAD ROD (ASTM A 36) - (E) 8" C.M.U. WALL, SOLID GROUTED 1/4" THICK ASTM A36 MATERIAL r 2' 12 2" 12" 1 1/2" GUSSET 2 3/4 I PLATE CUT 1/4" ' TO SUITE 2i/4 00 - A4 1/4" (3)-1 1/16" DIA. -1- I HOLES FOR - I (3)-i 1/16" DIA. (3)-i" DIA. I HOL FOR ES A325N BOLTS. C14 DIA. A325N BOLTS. DETAIL SCALE: VARIES 2 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB SHEET NO. ___________________________ OF______________________ CALCULATED BY__________________________ DATE CHECKED BY__________________________ DATE SCALE ft1 IqçT jC1 C- MU WALL p) tj 4— 6 lwcecr- O(J I rr -r S fm &co.J SE .'r- fr o I S27 I FOOT" -35 Pi4tLLI€S..J' / ep > IM ArioS / L) /tj L 4c4 aoT. S€T (J tPoKJ pPocJ1 scT. ge)t€ çQ7 !k) I:Ou& vTT'- AtJc012 'x9 ,S'i*P 0 PRODUCT 207 1R.1 L4 'I =X 10 I xtz 2c2 , 4. = t'9 4- /" WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB 9 LL*r..i t_- SHEET NO. ___________________________ OF______________________ CALCULATED BY_________________________ DATE CHECKED BY_________________________ DATE SCALE M- cu -r OF To cJ( t( #ov.• J5ç = .z. 4..-7c2 44. 2x(o e4Frfr 0 PRODUCT 207 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB - 5\jLT r SHEET NO. OF_____________________ CALCULATED BY t'\, DATE CHECKED BY________________________ DATE SCALE ru_c_o \J)€4 Q 1 Tb 04. (2c/-o VP— M0,01 gAr ir"mar"Is'! misai'm 4' 1 14f [[4' J1- Lc FU LL ir FL'e4 lo 'PC TU C tii M& D L - ,TUCcc, Ijj ( x 41 . K 2 L 17 ISO -= ILL. fCL)'2- U Put Fr = 4' 1ic St £...u,AL '-f44E LA tis4j) PP-2. - II 4 4 't 0 PRODUCT 207 -11 L4i-c, T-Al (_) (P1 Pti-z €T 4(M?,,O EX- 49 4' WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB SHEET NO. OF_____________________ CALCULATED BY_________________________ DATE CHECKED BY__________________________ DATE SCALE _n) e.1 0. 2 0 OW5 I.'. - s.iii.. ti I A. t - (t.J) 4kk4p bF az 4 / LU l4O (I Lu ((pc (e U cp 4, M = 4,0 X'2 rr 2 9ç cx'c' B PRODUCT 207 Type Side #/ft Shear Panel Material Nails Edges Field Ground Fir. Upper Fir. MS Inch Inch Gypsum Wall Board A-i One 100 ½" Un-Blocked 5d Cooler 7 7 ½"kB. @ 72" I6d @16" 84" o/c A-2 Two 200 YB" Un-Blocked Sd Cooler 7 7 ½"A.B. @ 48" 16d @ 8" 42" o/c B-i One 125 YB" Un-Blocked Sd Cooler 4 4 ½"A.B. @ 72" 16d @12" 74" 0/c B-2 C-I Two One 250 150 YB" Un-Blocked ½" Blocked Sd Cooler Sd Cooler 4 4 4 4 YZ"A.B. @32" ½"A.B. @60" 16d @ 6" 16d @ 8" 36" o/c 60" 0/c C-2 Two 300 YB" Blocked Sd Cooler 4 4 ½"A.B. @ 32" 16d @ 4" 30" o/c D-1 One 100 5/8" Un-Blocked Sd Cooler 7 7 Yz"kB. @ 72" 16d @16" 84" o/c D-2 Two 200 5/8" Un-Blocked 5d Cooler 7 7 Y2"A.B. @48" 16d @ 8" 42" 0/c E-1 One 125 5/8" Un-Blocked Sd Cooler 4 4 ½"A.B. @ 72" 16d @12" 72" o/c E-2 Two 250 5/8" Un-Blocked 5d Cooler 4 4 Y21'A.B. @ 32" 16d @ 6" 42" o/c F-I One 175 5/8" Blocked 5d Cooler 4 4 ½"A.B. ® 48" 16d @ 8" 48" 0/c F-2 Two 350 5/8" Blocked 5d Cooler 4 4 YB"A.B. @ 16" 16d @ 4" 24" 0/c STD STR CD-X Nails Inch Inch X75 I PLYWDBLK G-I One 264 276 3/8" (24/0) 8d 6 12 5/8"A.B. @ 48" 16d @ 6" 32" o/c G-2 Two. 528 552 3/8" (24/0) 8d 6 12 5/8"A.B. ® 24" I6d @ 3" 16" o/c H-i One 384 432 318-(24/0) 8d 4 12 5/8"A.B @ 32" 16d @ 4" 20" o/c H-2 Two 768 864 3/8" (24/0) Sd 4 12 5/8"A.B. @ 16" I6d @ 2" 10" 0/c S-I One 490 550 3/8" (24/0) 8d 3 12 S-2 Two 980 1100 3/8-(24/0) 8d 3 12 .1-1 One 564 636 3/8" (24/0) 8d 2 % 12 3/4- A- B. @ 32" 16d @ 2 ½" 14" o/c 1-2 Two 1128 1270 3/8" (24/0) Sd 2 ½ 12 314"A.B @ 16" 7" o/c K-i One 636 732 3/8-(24/0) 8d 2 12 5/8"A.B. @ 16" I6d @ 2" 12" o/c K-2 Two 1272 1464 3/8" (24/0) 8d- 2 12 7/8"A.B. @ 16" 6" o/c L-I One 310 340 1/2" (32/16) lOd 6 12 5/8"A.B. @32" 16d @" 26" o/c L-2 Two 620 680 1/2" (32/16) lOd 6 12 3/4"A-B. @ 16" 16d @ 2" 13" o/c M-1 One 460 510 1/2" (32/16) lOd 4 12 3/4"A.B @32" 16d @ 3" 18" 0/c M-2 Two 920 1020 1/2" (32/16) lOd 4 12 3/4"A-B. @ 16" 9" o/c T-1 One 600 665 1/2" (24/16) lOd 3 12 T-2 Two 1200 1330 1/2"(32/16) lOd 3 12 N-I One 621 693 1/2" (32/16) lOd 2 1/2 12 3/4"A.B. @ 16" 16d @ 2 ½" 13" o/c N-2 Two 1242 1386 1/2" (32/16) lOd 2 ½ 12 5/8"A.B. @ 8" 6" o/c P-i One 770 870 1/2" (32/16) lOd 2 12 5/8"A.B. @ 16" I6d @ 2" 12" 0/c P-2 Two 1540 1740 1/2" (32/16) lOd 2 12 5/8"A.B. @ 8" 6" 0/c 7/8" P.C. Plaster, Staples w/Paper Backed Lath (I BO 1823) Unblkd. Q-1 One 180 /1 16 GA 6 6 5/8"A.B. ® 60" 16d ® 8" Q-2 Two 360 II 16 GA 6 6 5/8"A.B. @ 32" 16d @ 4" R-1 One 325 II 16 GA 3 3 5/8"A.B. @ 32" I6d @ 4" R-2 Two 650 II 16 GA 3 3 5/8"A.B. @ 16" 16d @ 2 V27- N= Framing (studs & sill plate) shall be 3x or wider where allowable shear values exceed 350 pounds per foot or where panels are applied on both faces of wall. Nails shall be staggered. Shear Wall Schedule City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 12-12-2001 Plan Check Revision Permit No:PCR0II76' Building Inspection Request Line (760) 602-2725 Job Address: 2800 ROOSEVELT ST CBAD Permit Type: PCR Status: PENDING Parcel No: Lot #: 0 Applied: 08/01/2001 Valuation: $0.00 Construction Type: NEW Entered By: JM Reference #: CB004178 Plan Approved: Issued: Project Title: LAMBESIS - ARCH REVISIONS Inspect Area: SPRINKLER BUILDING Applicant: Owner: YARR JENNIFER 201 34189 PACIFIC COAST HWY DANA POINT CA 92629 949-234-1950 Total Fees: $240.00 Total Payments To Date: $0.00 Balance Due: $240.00 Plan Check Revision Fee $240.00 Additional Fees $0.00 FINAL APPROVAL Inspector: Date: ______________ Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 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 66020a), 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 capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE simllanto 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 92p1 FOR OFFICE USE ONLY PLAN CHECK NO. ONI1 EST. VAL. Plan Ck. Depose Validated BflA /_/ /Suite U) . BusinessName (at this address) Addresn8ldg /iz IC- Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total U of units Assessor's Parcel U Existing Use Proposed Use Description of Work - SQ. FT. #of Stories U of Bedrooms U of Bathrooms P't2!9icAi 7 WA C7 CpA9 Name . Address City State/Zip Telephone U Fax U Name Address . City State/Zip Telephone U. V 57 Name Address Address City State/Zip Telephone U LLRAToR: COMPANAME (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 IS500I). Name - Address City State/Zip Telephone U State License U License Class City Business License U Designer Name . Address City State/Zip Telephone State License U 16 WRkERs: CMENSATION'T . Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 161001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. - WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE ., DATE ERBMLDERECLAAATIOi I heieby affirm that I am exempt from the Contractor's License Law for the following reason: I. as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an,owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). . lam exempt under Section ______________ Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. . . I have contracted with the following person (firm) to provide the proposed construction (include name I address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following parson to coordinate, supervise and provide the major work (include name / address I phone number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): - PROPERTY OWNER SIGNATURE' . . DATE LCOMLETEYHI1SECTIOJIFOR Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ..r VL I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ 1 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 Cifl' 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 comm ced within 180 ys from the date of such permit or if the building or work authorized by such permi su ended or abandoned at any time after the APPLICANT.: Applicant PINK: Finance DATE /7 Plan Check Response Whitfield Associates Inc. 34189 Pacific Coast Hwy., Ste. 201 Dana Point, CA 92629 Phone: (949) 234-1950 Fax: (949) 234-1946 DATE: 8/30/01 TO: Kurt Culver Esgil Corporation 9320 Chesapeake Dr, Suite 208 San Diego, CA 92123 Fax #: (858) 560-1576 PLAN CHECK NO: 00-4178 REV3 (PCR01-176) PROJECT: PROJECT L SUBJECT: Architectural Revisions Response 1.0K 2. Revised the Occupancy Classification, see :Project Information on sheet CS01 3.0K An area separation wall is an existing 2-hour CMU wall. A building under remoldeling is a separated building from the adjacent building with its own 2-hour rated separation wall. We don't have any record plan to shown you. However, we would like to have you talk with the job's building inspector to verify it. Here are his name and work phone number: Pete Dreibelbis (760) 602-2706. Revised an assumed property line, removed wall opening within 5 feet of the property line, and added a rated fire shutter to remain wall opening within 10 feet from the prbperty line - see sheet CS01 and All. Area separation wall is an existing 2-hour CMU wall extended 24" above the roof. General contractor is added 6" height wall on top to have a 30" above the roof. Please verify with the building inspector for the approved condition and modification. Pete Dreibelbis (760) 602-2706. N/A See revised structural calculation Approved by Fire Department - see Plan Check #: AS 010-149 Please call us if you have any questions or comments. Thank you. COPY TO: SIGNED: Aaron Truong EsGil Corporation. In Partnership with government for Bui&(ing Safety DATE: December 7, 2001 U NT ng JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 00-4.178 REV3 (PCR01-176) SET: III PROJECT ADDRESS: 2800 Roosevelt St. PROJECT NAME: Project L Architectural Revisions LII 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be ctrected and resubmitted for a complete recheck. fl 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. I1 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. LI 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: t2eteai from j1/2/!cor! By: Kurt Culver Esgil Corporation DGA [:1 MB DEJ of 4ist—PléëWnclosures: her items have been resolved. pity-approved plans 0 PC log and 7 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 iGiE Corporation Zn artneraiUp wkiE Qwerament/or Avuffftsaftey DATE: November 2, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4178 REV3 (PCROI-176) PROJECT ADDRESS: 2800 Roosevelt St. SET: III APPLICANT U JURiS PLAN REVIEWER 1 FILE PROJECT NAME: Project L Architectural Revisions 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the Jurisdiction's building codes. El 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. El 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: Whitfield Assoc. 34189 Pacific Coast IHighway, Suite 201 Dana Point 92629 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: Architect Telephone #: (949) 234-1950 Date contacted: (by: ) Fax #:-1946 Mail Telephone Fax In Parson REMARKS: This submittal consisted of structural calculations only. By: Kurt Culver Enclosures: Esgil Corporation [I GA 0 M DEJ DPC 10/30/01 Vnsmtdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Od 60:T TOO 9 92.G109S8981:XPd dlOD 119S3 Carlsbad 00-4178 REV3 (PCRO1.176) November 2, 2001 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad (PCR01-176) PROJECT ADDRESS: 2800 Roosevelt at. DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/30/01 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): PLAN CHECK NO.: 00-4178 REV3 SET: III DATE RECHECK COMPLETED: November 2, 2001 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. To facilitatarechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following Items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me If you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? Yee LOd OT:t tOOt S °Q 9ST09S8S8I:XPd 'dNO3 119S3 Carlsbad 00-4178 REV3 (PCRO1.176) November 2, 2001 Note: Only structural calculations were submitted for this review (in response to correction #9). All other corrections from our previous list remain outstanding. . GENERAL Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of Plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008. (760) 602-2700. The City will route the plane to EaGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected Sat of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 5601468. 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: Plane that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EaGil Corporation is complete. NEXT TIME, PLEASE SUBMIT COMPLETE SETS OF PLANS (NOT JUST SLIP-SHEETS). 4. Please provide an allowable floor area analysis for the existing building on the other aide of the area separation wall. Of particular concern: It appears that originally the entire building was treated as one large structure. By Introducing the area separation wall, any "yards" used for Increasing the basic allowable floor area may now be blocked. Please Investigate. YOUR RESPONSE TO THIS ITEM REFERRED TO THE BUILDING INSPECTOR. THIS IS UNACCEPTABLE. THE PLANS MUST FULLY DOCUMENT THE ALLOWABLE AREA. THE REMAINING PORTION OF THE BUILDING (i.e., THE PORTION THAT WON'T HAVE SPRINKLERS) IS TYPE V.N CONSTRUCTION AND MAY ONLY HAVE A BASIC ALLOWABLE AREA OF 8000 SQUARE FEET. DOCUMENT ON THE PLANS THE ACTUAL AREA, AND THEN JUSTIFY THAT THIS IS LESS THAN THE CODE-ALLOWABLE. 170d Ot:t TOOZ 9 9L510958581:XPJ &IOD 119S3 Carlsbad 00-4178 REV3 (PCR01. 176) November 2, 2001 5. Per ICBO, an assumed property line must be Shown radiating out from the point where the area separation wail terminates. On shoot All, the area separation wall seems to stop where the storefront system begins. Going back to sheet CSOI, an assumed property line must be shown beginning at that point. it appears that firs-resistive construction/opening protection will be required for a portion of the building at "Lot M." BASED ON THE ASSUMED PROPERTY LINE SHOWN, A PARAPET IS REQUIRED AT BOTH PORTIONS OF THE BUILDING (i.e., ON EACH SIDE OF THE ASSUMED PROPERTY LINE). BASED ON THE ASSUMED PROPERTY LINE, SHOW ON THE PLANS THE REQUIRED WALL AND OPENING PROTECTION ALONG THE EXISTING WALL AT THE NON-SPRINKLERED PORTION, NOTE 28 ON SHEET Al I REFERS TO IN-FILLING AN OPENING. PLEASE DETAIL ON THE PLANS HOW THIS WILL BE DONE, AS A MINIMUM, ONE-HOUR CONSTRUCTION IS REQUIRED (OR, IF THE FUTURE TENANT WILL BE AN A-3 OCCUPANCY, A 2-HOUR WALL IS REQUIRED). 6. All area separation walls must extend in a continuous straight vertical plane (no horizontal offsets) from the foundation to a point 30 inches above the roof, with the following exceptions: Two-hour area separation wails may terminate at the roof sheathing, provided: Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not lees than one-hour fire-resistive construction fore width of not less than 5 feet on each aide of the wall. Where roof/ceiling framing elements are not parallel to the wall, the entire span of such framing and elements supporting such framing 8h3ii be of not ieee than one-hour fire-resistive construction. Openings in the roof shall not be located within 5 feet of the area separation wall. SKYLIGHT$fl The entire building is provided with not lees than a Class B roof covering. Section 504.5.4. THE PLANS MUST CLEARLY INDICATE THE REQUIRED PARAPET (INCLUDING ANY DETAILS TO SHOW HOW THE EXISTING PARAPET IS TO BE EXTENDED). 7. Area separation wails, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construction with openings protected by three-fourths-hour assemblies. As an aitemate, two-hour area Separation wails may terminate at the sheathing of the lower roof, provided: Roof/ceiling elements, If parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof. Where the lower roof/ceiling elements are not parallel to the wall, the rooflcelling elements shall be one-hour for the entire span. In each case, construction supporting the roof/ceiling shall also be one-hour construction. No openings in the lower roof are permitted wIthin 10 feet of the area separation wall. Section 504.6.6. WHY DID YOU RESPOND TO THIS BY STATING, "N/A"? IF THE ROOFS ON EACH SIDE OF THE AREA SEPARATION WALL ARE AT THE SAME HEIGHT, PLEASE SHOW THIS ON THE PLANS. 9. Tho eprin)der system rcpFeeeRts a aignifleant added dead lead to tho-bufldlng (particularly tho mains). An onginoor shouid ouato tho oidstlng buildhtg'a ability to support the added Ioada- RESOLVED. SOd :cT TOOZ S °I 9L510958581:XPd &JtD 119S3 EsGil Corporation In Partnership with government for Wuifling Safety DATE: October 4, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4178 REV3 (PCR01-176) PROJECT ADDRESS: 2800 Roosevelt St. SET: II APPLICANT EVI EWER 0 FILE PROJECT NAME: Project L Architectural Revisions LI The plans transmitted herewith have been corrected where necessary and-substantially comply with the jurisdiction's building codes.- F-1 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. El 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. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Whitfield Assoc. 34189 Pacific Coast Highway, Suite 201 Dana Point 92629 El 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: Architect Date contacted: t( fc) I (by:fc) Mail -Telephone Fax/,- In Person Telephone #: (949) 234-1950 Fax #:-1946 REMARKS: Change Type of Construction; add sprinklers and area separation wall. By: Kurt Culver Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 9/27/01 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 00-4178 REV3 (PCR01-176) October.4, 2001 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad (PCR01-176) PROJECT ADDRESS: 2800 Roosevelt St. DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/27/01 REVIEWED BY: Kurt Culver PLAN CHECK NO.: 00-4178 REV3 SET: II DATE RECHECK COMPLETED: October 4, 2001 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. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any. changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? IYes EINo Carlsbad 00-4178 REV3 (PCR01-176) October 4, 2001 . GENERAL Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. NEXT TIME, PLEASE SUBMIT COMPLETE SETS OF PLANS (NOT JUST SLIP-SHEETS). Please provide an allowable floor area analysis for the existing building on the other side of the area separation wall. Of particular concern: It appears that originally the entire building was treated as one large structure. By introducing the area separation wall, any "yards" used for increasing the basic allowable floor area may now be blocked. Please investigate. YOUR RESPONSE TO THIS ITEM REFERRED TO THE BUILDING INSPECTOR. THIS IS UNACCEPTABLE. THE PLANS MUST FULLY DOCUMENT THE ALLOWABLE AREA. THE REMAINING PORTION OF THE BUILDING (i.e., THE PORTION THAT WON'T HAVE SPRINKLERS) IS TYPE V-N CONSTRUCTION AND MAY ONLY HAVE A BASIC ALLOWABLE AREA OF 8000 SQUARE FEET. DOCUMENT ON THE PLANS THE ACTUAL AREA, AND THEN JUSTIFY THAT THIS IS LESS THAN THE CODE-ALLOWABLE. Per ICBO, an assumed property line must be shown radiating out from the point where the area separation wall terminates. On sheet Al I, the area separation wall seems to stop where the storefront system begins. Going back to sheet CS01, an assumed property line must be shown beginning at that point. It appears that fire-resistive construction/opening protection will be required for a portion of the building at "Lot 34." BASED ON THE ASSUMED PROPERTY LINE SHOWN, A PARAPET IS REQUIRED AT BOTH PORTIONS OF THE BUILDING (i.e., ON EACH SIDE OF THE ASSUMED PROPERTY LINE). BASED ON THE ASSUMED PROPERTY LINE, SHOW ON THE PLANS THE REQUIRED WALL AND OPENING PROTECTION ALONG THE EXISTING WALL AT THE NON-SPRINKLERED PORTION. Carlsbad 00-4178 REV3 (PCR01-176) October 4, 2001 C. NOTE 28 ON SHEET All REFERS.TO IN-FILLING AN OPENING. PLEASE DETAIL ON THE PLANS HOW THIS WILL BE DONE. AS A MINIMUM, ONE-HOUR CONSTRUCTION IS REQUIRED (OR, IF THE FUTURE TENANT WILL BE AN A-3 OCCUPANCY, A 2-HOUR WALL IS REQUIRED). All area separation walls must extend in a continuous straight vertical plane (no horizontal offsets) from the foundation to a point 30 inches above the! roof, with the following exceptions: Two-hour area separation walls may terminate at the roof sheathing, provided: Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction for a width of not less than 5 feet on each side of the wall. Where roof/ceiling framing elements are not parallel to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. Openings in the roof shall not be located within 5 feet of the area separation wall. SKYLIGHTS?? The entire building is provided with not less than a Class B roof covering. Section 504.6.4. THE PLANS MUST CLEARLY INDICATE THE REQUIRED PARAPET (INCLUDING ANY DETAILS TO SHOW HOW THE EXISTING PARAPET IS TO BE EXTENDED). Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construction with openings protected by three-fourths-hour assemblies. As an alternate, two-hour area separation walls may terminate at the sheathing of the lower roof, provided: Roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof. Where the lower roof/ceiling elements are not parallel to the wall, the roof/ceiling elements shall be one-hour for the entire span. In each case, construction supporting the roof/ceiling shall also be one-hour construction. No openings in the lower roof are permitted within 10 feet of the area separation wall. Section 504.6.6. WHY DID YOU RESPOND TO THIS BY STATING, "N/A"? IF THE ROOFS ON EACH SIDE OF THE AREA SEPARATION WALL ARE AT THE SAME HEIGHT, PLEASE SHOW THIS ON THE PLANS. 9. The sprinkler system represents a significant added dead load to the building (particularly the mains). An engineer should evaluate the existing building's ability to support the added loads. THE CALCULATION WE RECEIVED WAS ONLY FOR THE SPRINKLER PIPE ITSELF! WE REQUESTED THAT AN ENGINEER EVALUATE THE EXISTING BUILDING'S CAPABILITY TO SUPPORT ADDITIONAL LOADS (i.e., CHECK THE EXISTING ROOF FRAMING MEMBERS). EsGif Corporation In Partnership with gove rnment for rBui(iingSaftty DATE: August 13, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4178 REV3 (PCR01-176) PROJECT ADDRESS: 2800 Roosevelt St. SET:I U APPLICANT U'PrANtEVIEWER U FILE PROJECT NAME: Project L Architectural Revisions D 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. F] The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LII The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Whitfield Assoc. 34189 Pacific Coast Highway, Suite 201 Dana Point 92629 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: Architect Telephone #: (949) 234-1950 Date contacted: S,[IbttDj (by: _. ) Fax #:-1946 Mail "1Iephone Fax In Person Z REMARKS: Change Type of Construction; add sprinklers and area separation wall. By: Kurt-Culver for D. Moody Enclosures: Esgil Corporation DGA 0MB DEJ E] PC 8/2/01 trnsrntl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 00-4178 REV3 (PCRO.1-176) August 13, 2001 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 00-4178 REV3 (PCR01-176) JURISDICTION: Carlsbad OCCUPANCY: B USE: Office TYPE OF CONSTRUCTION: V-N * ACTUAL AREA: 20000 ALLOWABLE FLOOR AREA: 24,000 * STORIES: 1 HEIGHT: n/c SPRINKLERS?: Yes * OCCUPANT LOAD: REMARKS: * These starred items are changes from the approved plans. DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 8/1/01 ESGIL CORPORATION: 8/2/01 DATE. INITIAL PLAN REVIEW PLAN REVIEWER: Kurt Culver for D. Moody COMPLETED: August 13, 2001 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. Carlsbad 00-4178 REV3 (PCR01-176) August 13, 2001 GENERAL 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: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 6022700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. On the cover sheet, please change the Occupancy Classification to "B" (the B-2 designation doesn't exist anymore). 3. The scope of work is to add sprinklers to the building (since the original plans had specified Type V-I Hour Construction, which turned out to be incorrect). The sprinklers are then used to triple the allowable floor area for the Type V-N building. Also, an area separation wall is indicated to separate one-half of the building (thus not requiring sprinklers in the other half). The following corrections apply to this scope of work. 4. Please provide an allowable floor area analysis for the existing building on the other side of the area separation wall. Of particular concern: It appears that originally the entire building was treated as one large structure. By introducing the area separation wall, any "yards" used for increasing the basic allowable floor area may now be blocked. Please investigate. 5. Per ICBO, an assumed property line must be shown radiating out from the point where the area separation wall terminates. On sheet Al I, the area separation wall seems to stop where the storefront system begins. Going back to sheet CSOI, an assumed property line must be shown beginning at that point. It appears that fire-resistive construction/opening protection will be required for a portion of the building at "Lot 34." Carlsbad 00-4178 REV3 (PCR01-176) August 13, 2001 6. All area separation walls must extend in a continuous straight vertical plane (no horizontal offsets) from the foundation to a point 30 inches above the roof, with the following exceptions: a) Two-hour area separation walls may terminate at the roof sheathing, provided: Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction for a width of not less than 5 feet on each side of the wall. Where roof/ceiling framing elements are not parallel to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. Openings in the roof shall not be located within 5 feet of the area separation wall. SKYLIGHTS?? The entire building is provided with not less than a Class B roof covering. Section 504.6.4. 7. Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construction with openings protected by three-fourths-hour assemblies. As an alternate, two-hour area separation walls may terminate at the sheathing of the lower roof, provided: Roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof. Where the lower roof/ceiling elements are not parallel to the wall, the roof/ceiling elements shall be one-hour for the entire span. C) In each case, construction supporting the roof/ceiling shall also be one-hour construction. d) No openings in the lower roof are permitted within 10 feet of the area separation wall. Section 504.6.6. 8. Show the basis for the approved fire-resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet, i.e., Item Number in Table 7-A, B, C or U.L. Directory, etc. (Note: Trusses (AND PANELIZED ROOF SYSTEMS) require two layers of 5/8 inch Type 'X' drywall, per Item 21-1.1 in Table 7-C.) 9. The sprinkler system represents a significant added dead load to the building (particularly the mains). An engineer should evaluate the existing building's ability to support the added loads. 1.0. Obtain Fire Dept. approval. Carlsbad 00-4178 REV3 (PCR01-176) August 13, 2001 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not. a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to. the plans not resulting from this correction list? Please indicate: DYes DNo 13.. 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 Kurt Culver for D. Moody at Esgil Corporation. Thank you. Carlsbad 00-4178 REV3 (PCR01-176) August 13, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4178 REV3 (PCR01-176) PREPARED BY: Kurt Culver for D. Moody DATE: August13, 2001 BUILDING ADDRESS: 2800 Roosevelt St. BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBY Ordinance Bldg. Permit Fee by Ordinance V I I Plan Check Fee by Ordinance [Ed I s240.001 Type of Review. Complete Review J Structural Only 0 Other _ 0 Repetitive Fee [j Repeats Hourly 21 Hours * Esgil Plan Review Fee $192.00I * Based on hourly rate Comments: Architectural revisions: Esgil fee = 2 hrs. @ $96.00/hr. Sheet I of I macvalue.doc Carlsbad Fire DeDartment 01176 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category.- tBiiiIdiiiPIan Date of Report: 12/19/2001 Reviewed by: (3 Name: Whitfield Whitfield Associates Address: 34189 Pacific Coast Hwy. Suite #201 City, State: Dana Point CA 92629 Plan Checker: Job #: 01176 Job Name: Roosevelt Center Bldg #: PCROI 176 Job Address: 2800 Roosevelt St. Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. U Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. U Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st _________ 2nd _________ 3rd _________ Other Agency ID FD Job # 01176 FD File # ibad Fire Department 01176 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Date of Report: Name: Address: Fire Prevention (760) 602-4660 1BüijPla Reviewed by: (! &e4) Whitfield Associates 34189 Pacific Coast Hwy. Suite #201 Requirements Category.- 11/05/2001 City, State: Dana Point CA 92629 Plan Checker: Job #: 01176 Job Name: Roosevelt Center Bldg #: siI'JIPL Job Address: 2800 Roosevelt St. Ste or Bldg. No. u Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. U Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st __________ 2nd __________ 3rd __________ Other Agency ID FD Job # 01176 FD File # Requirements Category: Building Plan Requirement: Pending 05.32 Additional Requirements or Comments Define the use of the spray room. Page 1 11/05/01 09/26/2081 88:30 7687499412 •. WYNN ENGINEERING PAGE 02 WYNN ENGINEERING IN FE 27525 Valley Center Road - Su LEY CENTER, CA 920 NO. a OF : (760) 749-8722 ARY A. WYNN (760) 749-9412 Fax TED By DATE Email: wbefinco@acl-c No. C043202 M ec 0 By DATE Eq 3.31-04 Lp Of T TI :. ................. 40 ) ........ .. TI.t t_ T . -. 4-'4&4O:• .... 'J : .: . .... ., I ... • 41k, " J DL :. ••......... • ........ . - : d :. .. •. . . I5i4' cA1,' tooeX) c 16 WL - A 'r 'ic, •( .L: . . • . : . : •.................................. J_ C 7. PC (. 09/26/2001 08:30 7607499412 WYNN ENGINEERING PACE 03 Ok TES3! WY NN ENGINEERING Title 2800 ROOSVELT CENTER Job# 01-518 27625 VALLEY CENTER RD. Dsgnr. B.M. Date: Description: 9:25AM, 13SEP01 SEISMIC UPGRADE SUITE B j VALLEY CENTER. CA. 92082 Cr No. C043202 Scope: 4" SPRINKLER LINE PH. 769-749-8722 FX. 700-149- 41 Exp. 341-04 1*11 Rw. 510300 Ut.,: KW.0534055. Vet 5.1.3. 25.Jim.1999 Wiii2 LCc) isasee ENERCALC I am Design .cecveil2nd.eCaIcuIatIon Page 1 UN _____ Description -44 DIA LINE 20' SP -, General Information Calculations are designed to AISC 9th Edition ASO and 1991 USC Requirements Steel Section e P48TD -. Py 38.00ksl Pinned-Pinned Loed Duration Factor 1.00 Center Span 20,00 ft Elastic Modulus 29,000.0ksI Left Cant. 0.00 It LL & Si' Act Together Right Cent . 000 ft . Lu : Unbraced Length - 20.00 ft. Distributed Loads #1 #2 03 04 .. #5 96 07 DL 0.011 kilt LL 0.010 . V k/ft ST . k/ft Start Location .. . ft . End Location 20.000 . . V . . ft V Point Loads V 01 #2 04 #5 11116 #7 Dead Load . . It Lweload 0.010 . . k Short Term . V V V V It Location . . . V V . ft Ummal = Summary VVV_V V Beam OK V V V Static Load Case Governs Stress Using: P4S10 section, Span 20.0011, Fy 36.0ksl V V End Fixity = Pinned-Pinned, Lu = 20.0011, LDF a 1.000 _Actual • AlIoeb1e.. V. Moment 1.050 k-ft . 8.362 Icft V Max, Deflection .0.361 in lb : Bending Stress . kW V V 760 LengtttfDL Deft 1,210.8 :1 . lbiFb . Length/(DL+LL Deft) 665.6 :1 Shear 0.210 k . Shear Stress . . 15.358 k lv: 0.000 kel 14.400 k9l V V fvlFv 0.000:1 V V V V Force & Stress Summary - • These columns are Dead 4 Live Load placed asnotad-'' DL LL LL+ST LI. LL+ST V dmum . im Center a Center 91 Cents at Max. M + 1.05 k-ft 0.55 . . V 1.05 . . V . k-ft Max.M- k-ft Max, MLeft . k-ft Right . k-ft Show Left . 0.21 It . 0.11 V Ic Shear@ Right . 0.21 k 0.11 . 0.21 . Ic Center Deft. -0.361 in -0.189 -0.381 . -0.361 0.000 0.000 in Left Cant Deft 0.0001n 0.000 . . 0.000 0.000 0.000 . 0.000 in Right Cent Deft . 0.000 In 0.000 V 0.000 0.000 0.000 0.000 in ...Query Dali Q 0.000 ft V 0.000 0.000 .0,000 0.000 0.000 in ReactionL.eft 0,22 . 011 0.22 022 Ic Reaction Q Rt 0.21 . 0.11 0.21 . . 0.21 Ic Fe cafc'd per 15-2. K9.Jr Cc Section Properties P4STD11 Diameter 45Q in Weight . 10.77 #/11 r-c 1.510 in 7.23 in4 r-yy 1.510 in i-yy 1.23h$ Thickness 0,231 in . 3,213 10 Area 3.17 in2 . S-yy . 3.213 10 Date: December 10, 2001 To: File 2800 Roosevelt— CB004178 (per 01-176) From: Principal Building Inspector liz-1 Subject: Compliance Issue This site was formerly an A-3 Occupancy. It is unclear in the City's records how this evolved from the original supermarket to the exercise facility (Jazzercise), which it was for at least 15 years. CB004I 78 was a complete tenant improvement, and when the demolition associated with the permit took place, the Senior Inspector assigned to the project noted that the assumption of Fire-resistive construction noted by the project architect was incorrect. In lieu of adding fire resistive construction throughout, the owner agreed to install an automatic fire sprinkler system throughout the entire 2800 Roosevelt building (the original supermarket). They also upgraded the area separation wall to complete a 30" parapet to the required full height. The tenant space was also "downgraded" from an A- 3 to a B Occupancy (less restrictive and less hazardous) as part of the tenant improvement permit. The tenant space was also demised into two separate tenant spaces with a full height, fire resistive wall that further improved the overall fire resistance of the entire building. There were numerous other code related improvements including, but not limited to, electrical, mechanical, disabled access, and structural systems. It appears that this project now meets the intent of the UBC provisions for fire-resistivity acknowledging that full compliance with the precise allowable area provisions may not be possible without complete demolition and the construction of an entirely new structure. No further accommodations for a more intense occupancy will be allowed however without the owner meeting the complete UBC provisions which are in effect at that future time. This is also not intended to set a precedent for similar situations in the City of Carlsbad or any other jurisdiction. C: Fire Department EsGil Corporation File 2800 Roosevelt :ivil engineering ructural design d surveying STRUCTURAL CALCULATIONS o to Ail cc tjo. C 043202 ok Exp. 3-31-00 01-4 Roosevelt Center 2800 Roosevelt Street Carlsbad, California 92008 ,:0: 01-518 INNAWH AM L F_ A October 23, 2001 27525 Valley Center Road, Suite B • Valley Center, CA 92082 (4 C~oo //V) (760) 749•8722 • Fax (760) 749-9412 • Email: wynneng@pacbell.net. Los Angeles (310) 306-972 • Fax (310) 306-2129 - L- - oe-T cCy2 i J) ,-:• .€€r P41 pct _ - T4 60 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB SHEET NO. NO. ___________________________ OF______________________ CALCULATED BY________________________ DATE (0 4 0 I CHECKED BY_________________________ DATE SCALE -x:;-F- FL. M-'1 Qc,c,f L-Ot'-(L i 2. Fe.4tL(Ijç 3 2 qAtsc. ff1' LI) 0 PRODUCT 207 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aof.com jos _P-54.\JLT C-)TE - - Ok- cI SHEET NO. ________________________ OF___________________ CALCULATED BY_ DATE CHECKED BY__________________________ DATE SCALE .. A 20' WPM- 4lc-b. ftii) a 0 PRODUCT 207 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB SHEET NO._______________________ OF___________________ CALCULATED BY_______________________ DATE CHECKED BY__________________________ DATE SCALE It Wr-t4wr e'F , 4IL.-&- tUi- 1-l4? L-& 0 eifl 'If I4. L-'E = t2 4- k)J).$•9 42 / wt. - •2)L 10 / JL- / 42- 4-fr IT 2X(O 1 C3 = tMi- *2s 'v -v- t - FLPJ = oo = (e I L DL - 24° V--t,iJ 2-x(et, I 214 0 PRODUCT 207 4-. WYNN ENGINEERING Title: 2800 ROOSVELT CENTER JobS 01-518 27525 VALLEY CENTER RD. Dsgnr B.M. Date: 4:1 913M. 15 OCT 01 VALLEY CENTER Description: SEISMIC UPGRADE CA. 922082 Scope: 4" SPRINKLER LINE I Rev 510300 I User: c \mdoc KW.0609889.VerS.l.3.22.Jun.1999.WIn32: Steel Beam Design Page 1 I Cc) 198399 ENERC8LC uments\enercaIc files\yelland2.ecw:C Description 3" DIA. SPRINKLER LINE 20' SPAN I General Information Calculations are designed to AISC 9th Edition ASO and 1997 UBC Requirements I Steel Section: P3STD Fy 38.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 19.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Don't Act Together Right Cant 0.00 It Lu: Unbraced Length 19.00 it I Distributed Loads I #1 #2 #3 #4 #5 #6 #7 DL k/ft LL 0.010 kilt ST kJft Start Location ft End Location 19.000 ft L Summaiy I Beam OK Static Load Case Governs Stress Using: P3STD section, Span = 19.001t. Fy = 36.0ksi End Fixity = Pinned-Pinned, Lu = 19.00ft, LDF = 1.000 Actual Allowable Moment 0.793 k-ft 3.417 k-ft Max. Deflection -0.588 in fb: Bending Stress 23.760 Length/DL Deft 899.1 :1 lblFb Length/(DL+LL Deft) 387.5 :1 Shear 0.167 k 10.886 k fv: Shear Stress 0.000 ksi 14.400 hei fvlFir 0.000:1 I Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL Li LL+ST Li LL+ST Maximum Only 9ft Center tj Center A Cards A Cents Max. M + 0.79 k-ft 0.34 0.79 . k-ft Max.M - k-ft Max M@Left k-ft Max. M @ Right k-ft Shear Q Left 0.17k 0.07 0.17 k Shear Q Right 0.17k 0.07 0.1.7 It Center Deft. -0.568 in -0.254 -0.588 -0.254 0.000 0.000 in Left Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Quary Deft , 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 0.17 0.07 0.17 0.07 k Reaction @ Rt 0.17 0.07 0.17 0.07 k Fa calc'd per 1.5-2, K"L1r> Cc Section Properties P3STD Diameter 3.500 in Weight 7.57 #,'ft r-oc 1.164 in I-x 3.02 1n4 r-yy 1.164 in I-yy 3.02 in4 Thickness 0.216 in S-oc 1.726 in3 Area .2.23 in2 Sly 1.726 in3 WYNN ENGINEERING INC. 27525 Valley Center Road Suite B VALLEY CENTER, CA 92082-6538 (760) 749-8722 (760) 749-9412 Fax Email: wbeinco@aol.com JOB 2oL-rrw o,3TR- SHEET NO. NO. OF____________________ CALCULATED BY_________________________ DATE 10 ( CHECKED BY_________________________ DATE SCALE rz-e- t -rt--11 Al( pt) tJC L-I 7 ' #)tO 7x It F AM M (T7kL.& - iv - v) 1 £ - if 1c_./J )L tcr Zx I 1211. 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ZONE CORRECTED - - CLCUt.ATEO - WIDTH - - OEGNE0 - I - - - -.. ' ---- ----------- - -- - - - - - LOAD ~P.l P~l N G PLA*N,,--- _f r% -- ItJOIC${ff - 4iop,i gte -Q ?'Jooc, / 4 f'ITOT' - I FL - -- - -- U1MPJPRJ1O '95 __ I 11U.,101 e 10100&A - - - '- ------'- --V' - --'-"V --V - ------.--- '-----------------------------: - ---1 ---- IM - - '--NR - -- - - - ' - -. - - ----- ---- H J - - I * 0445 £)Q. — _________________________________________________________ - _____________________ - -___ _,_ - _2_.. • p ,-; - - _..-_-- - p - - BEARING UCTION DfC7N VF47ER FW/1 ALMO - &VIED CTHESE 12 ZFEMIS W/WLiC ICE POIWT 1' — — ;r'-1-.--t___ -f vv SCALE AD flRE -4401 -Suite 206 " ' p -42024 rMAKN my 1PASS *R. n. 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