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Home My WebLink About2812 ROOSEVELT ST; ; CB090520; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB090520 06-24-2009 Building Inspection Request Line (760) 602-2725 Job Address: 2812 ROOSEVELT ST CBAD Permit Typ: TI Sub Type: COMM Parcel No: 2031820400 Lot #: 0 Status: ISSUED Valuation: $9,000.00 Construction Type: 5B Applied: 03/30/2009 Occupancy Group: Reference #: Entered By: JMA Project Title: ROOSEVELT CENTER: WOOD FRAME Plan Approved: 06/24/2009 ABOVEEXISTING PLASTER COLONNADES Issued: 06/24/2009 Inspect Area: Plan Check#: Applicant: Owner: - - - ROBERT WILKINSON .. ROOSEVELT TAMARACK INVESTMENTS L P 2810 ROOSEVELT ST 6 VENTURE #215 CARLSBAD 92008 ,,/ ,iRVINE CA .92618... 760-434-2152 / /el / -• .• \ Building Permit AddI Building Permit Fee Plan Check " Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2Fee 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 / $108.71 \ Meter Size $0.00 Add 'I Red. Water Con. Fee \ $70.66 Meter Fee $116.84 SDCWA Fee \ ç $0.00 \ CFD Payoff Fee PFF $1:89, (3105540) \so.00 -PFF(4305540) $0.00 License Tax (3104193) so:oo License Tax (4304193) , $0.00'i. f$O.00 Traffic Impact Fee (3195541) Traffic Impact Fee.(4305541) I $0.00 PLUMBING-TOTAL '. $000 ELECTRICAL TOTAL \ $0.00 , MECHANICAL TOTAL/' / ..$0.0O Master Drainage Fee' / /1 Sewer Fed 'Z)'-/ / t $0.00 Redév Parking Fee / $0.00: C 0 FAdaitinal Fees / Green Bldg Stands (5B1473) Fee $1.00: HMP Fee /'- -.. TOTAL PERMIT-FEES \ • -) - : \ $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 7, $299.10 Total Fees: $299.10 Total Payments To Date: $299.10 Balancee< $0.00 lnsDector: FINAL APPROVAL _____________ Date: 3 '/ Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any ',City of Carlsbad 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718/ 2719 Fax: 760-602-8558 www.carlsbadca.gov Building Permit Application Plan Check No. 6 eôcioc 20 Est. Value fl Plan Ck. Deposit Date to qkJw- JOB ADDRJFAS SUITE#/SPACE#/UNIT# H APN CT/PROJECT #1 . DESCRIPTION OF WORK: Include LOT If Saua,e Feet of Affected PHASE a Area(s) # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE CCC. GROUP 1l I øVic.._ I I I'E5 0 #_NO' YES 0 NO I YES 0 NO C('t'T P.iAME (If Different iiowAppllcantL APPLICANT NAME I.•..//_..t,&(:r.71'w_1 1" - 61911 ADDRESS p ;`V _____________ ADRESS ,Q --, TATE —)ION f4 iai CITY ________________________ STATE ZIP - F - £ -s -o PHONE FAX EMAIL &V EMAIL PROPERTY OWNER NAM ,tb7 CTRACTOR BUS At° ADDRESS ADDRESS t QL CITY STAT 'f CITY 4 E ZIP PHONE 97?-°'' [c'9 PJJONE l3Ct '2.'L LV EMA EM. . ARESIGNER NAO & ADDSS F '/14,q/%r7', lb _ 1STATE 4C•#/ STATE LIC.# C% CITY BUS. LIC.# (bJLo (Sec. 1031.5 Business and professions Code: Any City or County, which requires a permit in Construct, alter improve, demoliuh or repair any structure por to its issuance, alto requires the applicant for such permit to tile a signed statement that he is licensed purnoant to the previsions of the Contractor's License Law (Chapter 9. commending with Section 1000 of Division 3 of the Business and Pro(essions Code) or that he is exempt there from, and the basis for the alleged exemption. Any violation of Section 1031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). Workers' Compensation Declaration: thereby affirm under penalty of perjwy one of the following declarations: IJ I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 370001 the Labor Code, for the performance of the work for which this permit is issued. have and will maintain worker cotypensation, as r uired by Section 3700 of the Labor Code, for the performance of the work for which 's permi ssued. My workers'compensa!t0n insuran carrier an policy number are: Insurance Co. Policy No. ('O 'L Expiration Date ' 3 1'i section need not be completed if the permit is for one hundred dollars ($100) 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 tines up to one hundred thousand dollars (&100,000), In addition to the cost of compensation, damages as provided for in Sectirfi 37060 Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE c'\A_c_... DATE 3 ®O[)& ?O®( I hereby affirm that lam exempt from 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 withn one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sate). 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 loan 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: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No 2.1 (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! 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! contractors' license number): 5.1 will provide some of the work, butt have con acted (hired) the following persons to provide the work indicated (include name! address! phone! type of work): PROPERTY OWNER SIGNATURE I OiM7' DATE 3 - 9 Is the applicant or future building occupant required to submit a business plan tely hazardous materials registration form or risk management and prevention programjpder Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes No ,,,, Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quajinanagement district? 0 Yes ?"No Is the facility lobe constructed within 1,000 feet of the outer boundary of a school site? 0 Yes Flo 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. QtDOJ@ ®@S I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec, 3097 (i) Civil Code). Lender's Name _-'---' Lender's Address &OWO® I ceellfy that t have mad the application and state that the above information is correct and that the Information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon 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 50' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the 'ngOfficial under the provisions of this Code shall expire by limitaf ion and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or o authoriY such Ri suspended ,r abandoned at anytime after the work is commenced fora pedod of 180 days (Section 106.4.4 Uniform Building Code). 'king .APPLICANT'S SIGNATURE DATE 3 -09 I - 1 City of Carlsbad Bldg Inspection Request For: 03/04/2010 Permit# CB090520 Inspector Assignment: PC Title: ROOSEVELT CENTER: WOOD FRAME Description: ABOVE EXISTING PLASTER COLONNADES Type: TI Sub Type: COMM Job Address: 2812 ROOSEVELT ST. Suite: Lot: 0 Location: APPLICANT ROBERT WILKINSON Owner: Remarks: SEE NOTE Total Time: Phone: 9498139249 lnspector Requested By: JIM Entered By: CHRISTINE CD Description Act Comments 19 Final Structural Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description 07/17/2009 18 Exterior Lath/Drywall 07/17/2009 19 Final Structural 07/07/2009 17 Interior Lath/Drywall 07/01/2009 14 Frame/Steel/Bolting/Welding 06/30/2009 14 Frame/Steel/Bolting/Welding 06/30/2009 14 Frame/Steel/Bolting/Welding Act lnsp Comments WC PC CO PC COMPLETE ELEC INSTALL FIXTURES AP PC AP PC SHEAR NAIL OK TO LATH CO PC NO APPROVED PLANS A M AP PC APPROVED lNPM EsGilCorporation In (Partners/lip with government for Building Safety DATE: April 24, 2009 9EELIQANT JURISDICTION: Carlsbad o PLAN REVIEWER 0 FILE PLAN CHECK NO.: 09-0520 SET: II PROJECT ADDRESS: 2812 Roosevelt Street PROJECT NAME: Colonade for Wilkinson The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI 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. 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: Robert Wilkenson 2810 Roosevelt St., Carlsbad, CA Z 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: Robert Date contacted: (by: ) Mail Telephone Fax In Person REMARKS: By: Bert Domingo EsGil Corporation DGA MB LIEJ DPc Telephone #: (760) 434-2152 Fax #:0842 Enclosures: 4/20/09 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnership with covernmentforBuiId?ng Safety DATE: April 9, 2009 0 ICANT O JURIS. JURISDICTION: Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 09-0520 SET: I PROJECT ADDRESS: 2812 Roosevelt Street PROJECT NAME: Colonade for Wilkinson 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. 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: Robert Wilkenson 2810 Roosevelt St., Carlsbad, CA 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: Ropert Telephone #: (760) 434-2152 Date contacted W10/01 (byl,) Fax #:0842 Mail /Telephone Fa,V' In Person LII REMARKS: By: Bert Domingo Enclosures: EsGil Corporation 0 GA 0 MB LI EJ 0 PC 4/2/09 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858)560-146S • Fax(85S)560-1576 Carlsbad 09-0520 April 9, 2009 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 09-0520 JURISDICTION: Carlsbad OCCUPANCY: USE: TYPE OF CONSTRUCTION: ACTUAL AREA: ALLOWABLE FLOOR AREA: STORIES: HEIGHT: SPRINKLERS?: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: April 9, 2009 FOREWORD (PLEASE READ): OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/2/09 PLAN REVIEWER: Bert Domingo This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2007 CBC, which adopts the 2006 IBC.. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 09-0520 April 9, 2009 GENERAL 1. Please make all corrections, as requested in the correction list. Submit three new complete 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. . PLANS 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. 3. Please show how the system would be laterally supported from the out of plane loading. Please submit calculations. Any recommendation should be detailed on the plans and cross refer5enced accordingly. 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: U Yes U No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at Esgil Corporation. Thank you. Carlsbad 09-0520 April '9; 2009 (DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 09-0520 PREPARED BY: Bert Domingo DATE: April 9, 2009 BUILDING ADDRESS: 2812 Roosevelt Street BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. 7 Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb 113y Ordinance Bldg. Permit Fee by Ordinance - Plan Check Fee by Ordinance Type of Review: fl Complete Review Structural Only D Other Repetitive Fee rj Repeats Hourly 1.51 Hrs. @ * EsGil Fee $100.00l I $150.00I * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc + F' PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB P2 - DATE 0-9 ADDRESS RESIDENTIAL (:::TENANTIMOVEMEN RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$17,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE "// of R47 OocsiMis?ormslPlaflning Engineering Approvals • REDEVELOPMENT DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 01 0f32-0 Address 'Z2 Oojr Sr. Planner ui.j tL%JA Phone (760)L6D2- '4g- 7_13 / APN: Type of Project & Use:,cTE$.Jo!- -.uo.Net Project Density: DU/AC Zoning: _\J fL General Plan: \! Facilities Management Zone: CFD (in/out) #_Date of participation: Remaining net dev acres:______ Circle One (For non-residential development: Type of land used created by this permit:____________________________________________ Legend: Item Complete U Item Incomplete - Needs your action I 0.11 Environmental Review Required: YES - NO )( TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: in U U Discretionary Action Required: YES - NO,/TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:______________________________________________________ I1 U U Coastal Zone Assessment/Compliance Project site located in Coastal Zone?YES NO') CA Coastal Commission Authority? YES_ NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): U U Habitat Management Plan Data Entry Completed? YES - NO - If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) S. U U Inclusionary Housing Fee required: YES - NO >< (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES - NO - (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) ' H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 Site Plan: El El Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines ElEl1. Applicability: YES NO_______ El El 0 2. Project complies YES NO________ Zoning: ,..i 91 0 0 Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown 1J 0 El Accessory structure setbacks: t'4 /f4. Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown 0 0 Lot Coverage: tJ (' Required Shown JA ZI El 0 Height: Required Shown 0 0 Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown I El 0 Additional Comments - i0 ?t)tL%-$19 0 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER _______ DATE_________ H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 April 1, 2009 TO: BUILDING DEPARTMENT FROM: Assistant Planner, Redevelopment Department CB090520 I have reviewed the building plans for the above referenced project. The Housing and Redevelopment Department supports the addition of the colonnade connection at the building located at 2812 Roosevelt Street.. This information has been entered into Permits Plus. If you have any questions, please contact me at x2813. AUSTIN SILVA ) Palos Verdes Engineering Corporation JOB_ Consulting Structural Engineers SHEET NO__PF__ CALCULATEE) 13?P _DATE_1,c 60274 Pasco Delicias• P.O. Box 2211. S Rancho Santa Fe, CA 92067 CHECKED BY. DATE______ lelephone(858) 759-2434. Fax (858) 759-8324 SCA.LE___...______________________ 2.0 iOLtAMAf Dcli4 2..) 13M Dkr.. 4j :(iS?fe ç'j).!160 OF )'-'e' USE 1?_L ?_,. P 3 (iiAL Lii/nvii I uw I.OwI.Q" uSer U •..1 WkAu F- fls'cP TVib AI1IJ putwo,fl.sr- 69kF -7i33 ?c.: :I!2PF<)b0 Sucl.' 3. / C LJALS.. 057182 12/31109 'ThE 1C)ST,tI LJL E.ETWitjY5AjJ 51DCeuf0 f?' S IAC-F LUAO is WoRr £. 13lPtP), 11! Is TO Thr 007- or- Ptw kta )J (OLM,Aorz - CA 0~0'p'g LF PALOS VERDES Engineering Civil and Structural Consulting O Please Respond To: 6027-I Paseo Deliclas P.O. Box 2211 Rancho Santa Fe California 92067-2211 858 759 2434 858 759 8324 FAX ranchosantafe@pvec.com O Please Respond To: 27520 Hawthorne Blvd. Suite 250 Rolling Hills Estates California 90274-3512 310 541 5055 310 5410321 FAX info@pvec.com Structural Calculations Colannade Prepared For Yelland Properties 6 Venture, Ste. 215 Irvine, CA 92618 Project Roosevelt Collanade 2800 Roosevelt Paul S. C1itenson RCE C57182, exp. 12/31/09 PROJECT ENGINEER March 10, 2009 PVEC. File No. 24-09-080 C 5 D(YcZO I/ PALOS VERDES ENGINEERING CORPORATION 6027-1 Paseo Delicias * P.O. Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 1.0 Design Criteria: Roosevelt Collanade 24-09-080 Code: 2007 California Building Code - ASCE 7-05 Timber: Douglas Fir-Larch (DF-L), W'ATPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 Posts & Beams: DF-L #1 Glue-Lam Beams: Simple Span: Grade 24F-V4 (DFIDF) Cantilevers: Grade 24F-V8 (DFIDF) Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing: Wood I-Joists: TM 110,210,230,360,560 ICC ESR-1 153 LVL, PSL 1.9E Microllam, 2.OE Parallam ICBO ER-4979 Concrete: Compressive Strength @ 28 days per ASTM C39-96: Footings: Pc = 2500 psi Grade Beams: f = 3000 psi Concrete Block: Grade N-I per ASTM C90-95, fm = 1500 psi per ASTM E447-92 Mortar: Type S Mortar Cement per ASTM C270-95, Min. fm = 1800 psi @ 28 days. Grout: Coarse Grout wl 3/8" Max. Aggregate per ASTM C476-91, Mm. I'm = 2000 psi@ 28 days. Reinforcing Steel: #4 & Larger: ASTM A615-60 (Fy = 60 ksi) #3 & Smaller: ASTM A615-40 (Fy = 40 ksi) Structural Steel: 'W' Shapes: ASTM A992, Fr 50-65 ksi Plates, Angles, Channels: ASTM A36, Fy =36 ksi Tube Shapes: ASTM A500, Grade B, Fr 46 ksi Pipe Shapes: ASTM A53, Grade B, Fy35 ksi Welding Electrodes: Structural Steel: E70-T6 A615-60 Rebar: E90 Series Bolts: Sill Plate Anchor Botis & Threaded Rods: A307 Quality Minimum Steel Moment & Braced Frames: A325 (Bearing, U.N.O.) Soils: 1000 psf Bearing Pressure References: bOOr HOIc' cfNNV1O# J.i/\OO MIA NV1d Z/L. ...• NOLLVA1 O M1A ..'.S ••/F T1c'M O '0 -..-..-....-..-.....--' %.s. I MOLL — Th'M MN I:1U r,k_ •), '' '..... —...- __ Tlym CVNNc1O XG 0 OdOi- — ' . .•.• Tip— (o,,r1 /m P*we.44 poom C' TN'M V'NNV1O 9NLLGIX O CIN A 11VM NIIIx OJ.. ---. NIG JNVNJ.. flLftd NS)IG :O V'c' E'OO H'c'k4 VNNV1O /\OOt NO I ..LVA1 ;9(3VNNOIO'D OW fr4Yt c200M 9NlJIX 11VM O2(UG NOLLNNO' 'c'NN'1O' MN VV 11c'M (da51j-) aassaDaN -. 11 'NNOIO7 ziO dOJ. NOLL'-11VK4 1VN09VI MN -...-....-.-.. . Consulting Structural Engineers SHEET NO OF___________ Palos Verdes Engineering Corporation JOB V0 CALCULATED BY 9SLDATE 5-Wa? 6027-1 Pasco Delicias' P.O. Box 2211 S Rancho Santa Fe, CA 92067 CHECKED BY DATE_ Telephone (858) 759-2434 5 Fax (858) 759-8324 SCALE__________________________________ (N) 4x10 SEAM (N) SIMPSON I-IUC4I0 14GR (N) 4x10 SEAN (N) SIMPSON I.IUC4I0 I.IGR (N) 4x POST (E) 2x4 P.T. (N) SIMPSON r SILL PL SC46 / ... a FOOTING Fe 4!E OF C COLANNAEDETAIL _I PL'rWD ENTIRE EXIER WI 3/9" CD-X I NAIL'G OF ad • 6.12" 24 FLAT e 16" oG COL4NN4E DETAIL a Palos Verdes Engineering Corporation JOB tq -01260 SHEET NO POF__________ Consulting Structural Engineers CALCULATED BY DATE •4ø 4 6027-1 Pasco Delicias' P.O. Box 2211 Rancho Santa Fe, CA 92067 CHECKED BY DATE Telephone (858) 759-2434' Fax (858) 759-8324 SCALE__________________________________ 24 FLAT 1611 26 CONT. RIM 2x4 P1.. WI 4° 2x4 J5T5 0 16" WI LLIS WGR. 2x4 LEDGER WI 2-I6d e 16" cc 24 STUDS 16" cc 24 P1.. W/ I6d 0 411 4xt BEAM Palos Verdes Engineering Corporation JOB Consulting Structural Engineers SHEET NO OF__________ CALCULATED BY r'_ DATE ___ 6027-1 Pasco Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 CHECKED BY DATE Telephone (858) 759-2434 • Fax (858) 759-8324 SCALE__________________________________ 20 £OLIAMAcf Dcic,J 1.1 BtiD5k.J - 41:çj'p f.vr1.L$ô) r Ioor. g AM : 1!Au USE 9 •SM Z, ¶7: M 3 Palos Verdes Engineering Corpailon Title: Job # 6027-I Paseo Delicias Dsgnr: P.O. Box 2211 Project Desc.: (858) 759.2434 (858) 759-8324 (Fax) Project Notes: Material Properties Calculations per IBC 2006, CBC 2007, 2005 NOS Analysis Method: Allowable Stress Design Fb - Compr 900 psi E: Modulus of Elasticity Load Combination 2006 IBC & ASCE 7-05 Fb - Tension 900 psi Ebend- xx 1600 ksi Fc- PrIl 1350 psi Eminbend - xx 580ksi Wood Species : Douglas Fir - Larch FC - Petp 625 psi Wood Grade : No.2 Fv 150 psi Ft 575 psi Density 32.21 pcf Beam Bracing Applied Loads: •.• .. : .::: Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: 0 = 0.080, Lr = 0.080 k/ft. Tributary Width 1.0 ft ...DESIGN..SUMMARV. :......... : ..:.: ...... ......................-................................•. Maximum Bending Stress Ratio = 0.836 1 Maximum Shear Stress Ratio = 0.256: 1 Section used for this span 4x1.0 Section used for this span 4x10 lb : Actual = 893.05ps1 N: Actual = 46.10 psi FB : Allowable 1,067.97psi Fv : Allowable = 180.00 psi Load Combination 40+Lr+H Load Combination +04,41 Location of maximum on span = 6.620ft Location of maximum on span = 12.614 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # I Maximum Deflection Max Downward Live Load Deflection = 0.156 in Max Upward Live Load Deflection = 0.000 in Live Load Deflection Ratio = 1028 Max Downward Total Deflection = 0.325 in Max Upward Total Deflection = 0.000 in Total Deflection Ratio 491 Overall Maximum Deflections Untactoredioads Load Combination Span Max. '-' Dell Location in Span Load Combination Max." Max.W Dell Location in Span 0 Lr + 1 0.3251 6.710 0.0000 0.000 MaxImum Deflections for Load_Combinations___Unfactored__Loads Load Combination Span Max. Downward Doff Location In Span Max. Upward Deft Location in Span DOnly 1 0.1696 6.710 0.0000 0.000 Lr Only 1 0.1555 6.710 0.0000 0.000 Lr+L Only 1 0.1555 6.710 0.0000 0.000 D +Lr+L 1 0.3251 6.710 0.0000 0.000 Maximum Vertical Reactions .Unfactor.ed Support notation: Far left is #1 Load Combination Support I Support 2 Overall MAXi III -um 1.115 1.115 D Only 0.581 0.581 Lr Only 0.533 0.533 Lr+L Only 0.533 0.533 0 .Lr+L 1.115 1.115 ONE OF Ti'MO EXISTING TENANT SIGNS RELOCATED TO THIS NEY frMALL (NET 1 FE*MER SIGNS) TOP OF COLONNADE RECESSED (2-4"5tep5) Y4ALL --i V'4ALL AREA NEI1 GOLANNAPE CONNGETION 5T1)GCO VNALL EXISTIN& V'400P FRAMED STUCCO COLONNADE ELEVATION ROOSEVELT COLONNADE APRIL 200 ('iAo7pf PLAN VIEY4 END OF EXISTIN& COLANNAPE kNALL (wood framed W/ qt I RECESSED AREA OF SI&N jJJ30 5. FUTURE TENANT WE,H- 1 SIcN —TOP OF EXISITIM AREA ATTACHED I COLANNA TO EXISTIN& VALL VALL 120 " MEi'N !"4ALL - SECTION ROOSEVELT COLONNAI7E APRIL 2OO Storm Water Compliance Exemption Form. FO4 I am applying to t City of Carlsbad for the following type(s) of construction permit: Zproject Building Permit Right-of-Way Permit categorically Electrical Patio/Deck EXEMPT from the requirement to prepare a -..--\ Fire Additional Re Roofing storm water pollution prevention plan Fire Alarm Sign (SWPPP) because it only requires issuance of Fixed Systems Spa-Factory one or more of the following permit types: Mechanical Sprinkler Mobile Home Water Discharge Plumbing Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) - because it meets the 'no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier I - Low Threat Assessment Criteria J My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: Results in some soil disturbance; and/or Includes outdoor construction activities (such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 - Moderate Threat Assessment Criteria D My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 - Significant Threat Assessment Criteria E1 My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or J My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct.! understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. *The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or highie Construction SWPPP Tier Level is warranted. Project Address: Assessor Parcel No. e'1- 14[ 'r Owner!Owners Authorized Agent Name: Title: OW ed A i natu Date: : IpCityConcurre n By: Date: Project to: DYES ONO