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Home My WebLink About2525 EL CAMINO REAL; 212; CBC2017-0421; Permitcity of Carlsb ad Print Date: 06/24/2019 Permit No: CBC2017-0421 2525 El Camino Real, 212 BLDG-Commercial 1563020900 $ 68,279.60 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Work Class: Lot #: Reference #: Construction Type Bathrooms: Orig. Plan Check #: Plan Check #: Tenant Improvement Status: Closed - Expired Applied: 08/04/2017 Issued: 10/03/2017 Permit Finaled: Inspector: MCoII Final Inspection: Description: LUCHA LIBRE: T.I. 11055 SF RETAIL TO RESTURANT Applicant: Owner: Contractor: VIKING COMMERICAL CONST R P I CARLSBAD LP VIKING COMMERCIAL CONSTRUCTION TODD KUHLMAN 1114 Avenue Of The Americas, Floor 45 3150 Pio Pico Dr New York, NY 10036-7700 Carlsbad, CA 92008 760-277-3582 214-660-5232 x215232 760-931-9990 FEE . AMOUNT BUILDING PERMIT FEE ($2000+) $490.17 BUILDING PLAN CHECK FEE (BLDG) $343.12 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $60.00 FIRE A-2 & A-3 Occupancies - TI $609.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $45.00 PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL $71.00 5B1473 GREEN BUILDING STATE STANDARDS FEE . $3.00 STRONG MOTION-COMMERCIAL $19.12 Total Fees: $ 1,640.41 Total Payments To Date: $ 1,640.41 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the. statute of limitation has previously otherwise expired. Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1760-602-8560 f I www.carlsbadca.gov ,- i br 16D 2i Th 1-1 ITHE FOLOJING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: OPLANNING QENGINEERING DBUILDING DFIRE DHEALTH HAZ(IATIAPCD Permit Application Plan Check No. Q'ôfl .'21 Est. Value (gO City of 1635 Faraday Ave., Carlsbad, CA 92008 Cdisbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit c41, .4-1 . I'2,.. email: building@carlsbadca.gov Date /&f I il IswPPP I www.carlsbadca.gov JOB ADDRESS SUITE#/SPACE#/UNIT$ c2J- APN I t 15&- 3o2 - 07 /o€ Jr/PROJECT # LOT # I PHASE C OF UNITS Iv BEDROOMS _______ C BATHROOMS I TENANT BUSINESS NAME IWCk L-E CONSTR. TYPE I 'iiø 0CC. GROUP I DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) CoIrr 4J C2'I0.J (3f t1 0 C#c','Jkt t)IL4 1ffitjT %W VoJff 11QQX IiJc4uDj- Ot14)IJ Of &j 2ç0 4jo4 o j'tijj -two kccrassl ei.. Ltbt- C-WVW'&AL K Z443P.F UCTh A-'0 4g' 1Ptt3 EXISTING USE I PROPOSED USE I ititarr I GARAGE (SF) I — PATIOS (SF) DECKS (SF) FIREPLACE IYESEJ#. N.j AIR CONDITIONING YESNO El FIRE SPRINKLERS YESNOII I APPLICANT NAME Primary contact fO ,c tMu,uAI PROPERTY OWNER NA JLI ADDRESS ADDRESS,?%oWo ZIP CITY Jk CAfk,Q CITY STATE ZIP PHO J( —r PHONE EMAIL fui 61 vi i(t&&(L. (Ot& EMAIL ocnw. o?x24eN U ?oE e6. 6m DESIGN PROFESSIONAL CONTRACTOR BUS. NAME V (i.é (MWfC( it NsWiclk ADDRES ,we'4 I 1 ADDR5D to tU*' CITY ZIP C4* -ftiol CITY 'ST TE .1 oth PHONE iq1' -up-n I PHoN%o/g1,.t..%FAx 7bofq9i _cW EMAIL UL1 T?i1LAVV7. PJ1 EMAIL _______________________ I STATE LIC. C zz1, i.Aa 5TATELIC.#3l I CITY BUS. LICe I i1Og5 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permitto 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 jCflapter 9, commending with Section 7000 of Divisgn 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 thg.apIicant to a civil penalty of not more than five hundred dollars ($500)). 60®() Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: %R: 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, required by Section 3700 of the Labor Code, for the performan of the work for which this permit is issued. My workers' oompensation 1 surae carrier and policy number are: Insurance Co. NI? Policy No. _72O ri Expiration Date I section need not be completed if the permit is for e h re d lam I ) orless. Certificate of Exemption: I pe rm ce wo f wh this permit is issued, I shall not employ any person In any manner so as to become subject to the WorkersCompensation Laws of California. WARNING: Failu secure work o e tI c gelnlawfl, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (9100,000), in addition to the cost of compensation, damages ro e fo n S n 437oftheuLabor code, interest and attorney's fees. CONTRACTOR SIGNATURE NdAGENT DATE 7131/d2o) -, 00Q.®(3ü1 () 11 LZ 10 • I hereby affirm theft am exempt from Contractor's License Law for the following reason: [J 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 loan 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). [J lam 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. I:lYes [—]No 2.1 (have ! have not) signed an application fora building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number): 4.1 plan to provide portions of the work, bull have hired the following person to coordinate, supervise and provide the major work (include name! address! phone lcontractois' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name /a'Jdress ! phone !type of work): ..5PR0PERTY OWNER SIGNATURE []AGENT DATE A.) ®P(!(3 OO ?O®() (®U? 0 0?O1 01100(ø OLJ( Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention prram undr, Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes L No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? I Yes No IFANY 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. 30 ?000 110139001391211 A@&()€S7 I hereby affirm that there is a construction tending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name. Lender's Address (300170POGaV00139 loentlythati have read the application and state thatthe above Information isconectand thatthe Infomiatlon on the plans Is accurate. lagmetacomplywtth all Chyardinancesand State laws ielatlngto buildingconstnrctlon. I hereby authorize iepiesentativeof the City of~c n badtoenteru theabove mentioned pepedybrinspecton purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS ThECITY OF CARLSBAD AGAINSTALLUABIUTIES, JUDGMENTS, CS SWHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OFTHIS PERMIT. OSHA- An OSHA permit is requked x and demolition orconstiuction of skectumsover 3stories in height EXPIRATION: Every permit issued the Bu g r e visbns of this Code shall expire by limitation and become null and void tithe building or work authorized by such permit is not commenced within l8odaysUom the date ofsuth perm lithe id bysuth permit suspended or abandoned at any timeafler the work iscommencodthrapedodof180 days (Sedbn 106.4.4Unthnn Bung Code). .APPUCANT'S SIGNATURE - j\..-_..., DATE 7/'3 17Z 17 ge'-0-- STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CE R TI FICATE OF sXIUr (Com m ercial ...0 Fax (760)6024560, Email buildina©carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS . . BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On P. 1) ASSOCIATED CB# MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) NO CHANGE IN USE / NO CONSTRUCTION MAIL/ FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION .APPLICANT'S SIGNATURE j DATE bty of Carlsbad April 05, 2018 Owner/Tenant 2525 ELCAMINO REAL, Suite 212 Carlsbad CA 92008-1208 RE: BUILDING PERMIT EXPIRATION PERMIT TYPE: BLDG-Commercial, Tenant Improvement PERMIT NUMBER: CBC2017-0421 ISSUE DATE: 10/03/2017 ADDRESS: 2525 EL CAMINO REAL, Suite 212 Our records indicate that your building permit will expire by limitation of time on 06/20/2018. 18.04.030 Section 105.5 amended -Expiration: Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 calendar days from the date of such permit, or if the building or work authorized by such permit isstopped at any time after the work is commenced for a period of 180 calendar days, or if the building or work authorized by such permit exceeds three calendar years from the issuance date of the permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 calendar days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit shall be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any permittee holding an unexpired permit mayapply for an extension of time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons. Please check below indicating your intentions and return this letter to us. 0 Project abandoned. Anew permit will be obtained prior to commencing work. 0 Permit 180 day extension request, with written explanation including phone number and email address. Request will not be considered without explanation 0 Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at (760) 602-2725. If you have any questions, please contact the Building Inspection Division at 760-602-2700. Community & Economic Development Building Division 1 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov I Permit Type: BLDG-Commercial Application Date: 08/04/2017 Owner: R P I CARLSBAD LP Work Class: Tenant Improvement Issue Date: 10/03/2017 Subdivision: CARLSBAD TCT#76-18 Status: Closed - Expired Expiration Date: 06/27/2018 Address: 2525 El Camino Real , 212 Carlsbad, CA 92008 IVR Number: 5481 I Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency See card. No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical . No BLDG-44 . No Rough-Ducts-Dampers 1212812017 1212812017 BLDG-Fire Final 044162.2017 Partial Pass Cindy Wang Relnspection Incomplete Checklist Item COMMENTS Passed FIRE- Building Final Final pending fire alarm tie in to mall No system Building inspector please check that ceiling above music system sealed- see picture attachment - FIRE- Building Final Failed. Exit signs non-functioning. Sprinkler No final not scheduled so not signed off. Ansul failed. Not ready for tie alarm final. 1212912017 1212912017 BLDG-Final 044622-2017 Partial Pass Paul Bumette Reinspection Incomplete Inspection - Checklist Item COMMENTS Passed • BLDG-Building Deficiency No BLDG-Plumbing Final • No BLDG-Mechanical Final • . No BLDG-Structural Final No BLDG-Electrical Final No June 28,2019 • . ---- . Page 4of4 Permit Type: BLDG-Commercial Application Date: 08/04/2017 Owner: R P I CARLSBAD LP Work Class: Tenant Improvement Issue Date: 10/03/2017. Subdivision: CARLSBAD TCT#76-18 Status: Closed - Expired Expiration Date: 06/27/2018 Address: 2525 El Camino Real , 212 • . Carlsbad, CA 92008 IVR Number: 5481 Scheduled Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date BLDG-Electric Meter 040424.2017 Failed Michael Collins Reinspection Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 11/1512017 1111512017 BLDG-33 Service 040569-2017 Passed Michael Collins Complete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency EMR emailed to SDGE . Yes 11/1712017 11/1712017 BLDG-44 040844.2017 Passed Michael Collins Complete Rough!DuctslDampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Grease duct, not ready No BLDG-Building Deficiency Grease duct smoke test Yes 1 1112112017 1112112017 BLDG-44 041086.2017 Failed Michael Collins Reinspection Complete Rough/DuctslDampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready for duct wrap No 12119/2017 1211912017 BLDG-85 T-Bar, 043746.2017 Failed Michael Collins Reinspection Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency See card. No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 1212012017 1212012017 BLDG-Fire Final 043706.2017 Failed Cindy Wong Reinspection Complete Checklist Item COMMENTS Passed FIRE- Building Final Failed. Exit signs non-functioning. Sprinkler No final not scheduled so not signed off. Ansul failed. Not ready for tie alarm final. 12/22/2017 1212212017 BLDG-85 TBar, 044223.2017 Passed Michael Collins Complete Ceiling Grids, Overhead . June 28,2019 . . Page 3of4 Permit Type: BLDG-Commercial Application Date: 08/04/2017 Owner: R P I CARLSBAD LP Work Class: Tenant Improvement Issue Date: 10/03/2017 Subdivision: CARLSBAD TCT#76-18 Status: Closed - Expired Expiration Date: 06/27/2018 Address: 2525 El Camino Real , 212 Carlsbad, CA 92008 IVR Number: 5481 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete BLDG-23 038903-2017 Partial Pass Michael Collins Reinspection Incomplete GaslTestIRepairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Restart failed 24 hour gas clock Yes BLDG-44 038905-2017 Passed Michael Collins Complete RoughlDucts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Prelim supply duct, duct sealing Yes 1012712017 1012712017 BLDG-23 038887-2017 Passed Michael Collins Complete GaslTesURepalrs Checklist Item COMMENTS Passed BLDG-Building Deficiency Start 24 hr clock for medium pressure gas Yes BLDG-Building Deficiency Completion of 24 hr clock gas test Yes BLDG-Building Deficiency Partial at kitchen only, no POC to main line Yes BLDG-25 Water 038888-2017 Failed Michael Collins Reinspection Complete HeaterNents Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 1110712017 1110712017 BLDG-85 T-Bar, 039821-2017 Passed Michael Collins Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Hard lid in restrooms/corridor No BLDG-14 No Frame-Steel-Boltinö-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 1110912017 1110912017 BLDG-14 040237-2017 Passed Michael Collins Complete Frame!SteellBoltingl Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Hard lid drywall at corridor & restrooms Yes 11/1412017 11/14/2017 BLDG-44 040414-2017 failed Michael Collins Reinspection Complete RoughlDuctslDampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Grease duct, not ready No June 28,2019 Page 2of4 Permit Type: BLDG-Commercial Application Date: 08/04/2017 Owner: R P I CARLSBAD LP Work Class: Tenant Improvement Issue Date: 10/03/2017 Subdivision: CARLSBAD TCT#76-18 Status: Closed - Expired Expiration Date: 06/27/2018 Address: 2525 El Camino Real , 212 Carlsbad, CA 92008 IVR Number: 5481 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 10/0412017 1010412017 BLDG-17 Interior 036863-2017 Partial Pass Michael Collins Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial demising wall, pan deck down 4 No courses only 10120/2017 1012012017 BLDG-84 Rough 038196-2017 Passed Paul Bumette Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical Nb BLDG-44 No Rough-Ducts-Dampers 1012312017 1012312017 BLDG-23 038320-2017 Partial Pass Michael Collins Relnspection Gas/TestlRepairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial at kitchen only, no POC to main line Yes 10125/2017 10/2512017 BLDG-17 Interior 038581-2017 Passed Michael Collins Lath/Drywall Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Front of house only Yes BLDG-Building Deficiency Partial demising wall, pan deck down 4 No courses only BLDG-23 038759-2017 Partial Pass Michael Collins Reinspection Gas/Test!Repairs. Checklist Item COMMENTS Passed BLDG-Building Deficiency Start 24 hr clock for medium pressure gas Yes BLDG-Building Deficiency Partial at kitchen only, no POC to main line Yes 1012612017 1012612017 BLDG-17 Interior 038904-2017 Passed Michael Collins Lath/Drywall Incomplete Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Back of house wall drywall Yes BLDG-21 038723.2017 Failed Michael Collins Reinspection Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed Complete Incomplete BLDG-Building Deficiency No June 28,2019 - . Page lof4 EsGil Corporation In Partnersliip wit/I çovernment for (Building Safety DATE: 9/29/17 DpPLICANT -tf RIS. JURISDICTION: cCityofCirlsbacF7 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: CBC2017-0421 SET: III PROJECT ADDRESS: 2525 El Camino Real Suite 218C PROJECT NAME: Lucha Libre - TI 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 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. LI 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. 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: Date contacted: Mail Telephone Fax El REMARKS: (OF Email: Telephone #: ) In Person By: Doug Moody Enclosures: EsGil Corporation [1 GA DEJDMB El PC 9/25/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partners flip wit/i government for (Building Safety DATE: 9/20/17 JURISDICTION: City of Carlsbad ZAPPLICANT JURIS. U PLAN REVIEWER U FILE PLAN CHECK NO.: CBC2017-0421 SET: II PROJECT ADDRESS: 2525 El Camino Real Suite 218C PROJECT NAME: Lucha Libre - TI IIII1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. IJ 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: 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: Todd Kuhlman Telephone #: 760-277-3582 pate contacted: ' 1(10 (by:1'C.- Email: tkuhlman@vikingcc.com SMail Fax In Person LII REMARk 7 fT'*" - By: Doug Moody Enclosures: EsGil Corporation 0 GA 0 EJ 0 MB 0 PC 9/14/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2017-0421 9/20/17 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 two corrected sets 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. 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. All sheets of the plans must be signed. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support and lateral bracing of the following items. 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. Complete plans and details for the new canopy. I was unable to find any calculations for the connections of the framed to the building or to the foundation? 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 EXPANSION/EPDXY ANCHORS YES Please provide a copy of the completed City of Carlsbad Special Inspection Agreement form. Signed and dated by the engineer. City of Carlsbad CBC2017-0421 9/20/17 I was unable to find a justification of the concrete deck for the frame storefront? I was unable to find the ENV documents for the new building envelope glazing. 14. Show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 11 B-404.2.4: a) ~!24" at exterior conditions. The entry is still non-compliant, please correct 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. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes L3 No U 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. EsGil Corporation In Partnersliip with government for 8u1&ing Safety DATE: 8/16/17 JURISDICTION: City of Carlsbad PLAN CHECK NO.: CBC2017-0421 APPLICANT JURIS. U PLAN REVIEWER U FILE SET:I PROJECT ADDRESS: 2525 El Camino Real Suite 21r8 J PROJECT NAME: Lucha Libre - TI E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LII The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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: 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: Todd Kuhlman Date contacted: %P/16 In (by_.JP) (::EWlail Telephone Fax In Person L j~:i~VM II REMARKS: Telephone #: 760-277-3582 Email: tkuhlman©vikingcc.com By: Doug Moody Enclosures: EsGil Corporation DGA EEJEMB EJPC 8/7/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2017-0421 8/16/17 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: CBC2017-0421 OCCUPANCY: B TYPE OF CONSTRUCTION: IlIB IALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 8/4/17 DATE INITIAL PLAN REVIEW COMPLETED: 8/16/17 JURISDICTION: City of Carlsbad USE: Restaurant ACTUAL AREA: 1055sf STORIES: 1 HEIGHT:. OCCUPANT LOAD: 49 DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/7/17 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of 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 2016 CBC, which adopts the 2015 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 2015 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. City of Carlsbad CBC2017-0421 8/16/17 (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: CBC2017-0421 PREPARED BY: Doug Moody DATE: 8/16/17 BUILDING ADDRESS: 2525 El Camino Real Suite 218C BUILDING OCCUPANCY: B BUILDING PORTION . AREA (Sq. Ft.) Valuation Multiplier Rég. Mod. VALUE ($) TI 1055 64.72 68,280 Air Conditioning Fire Sprinklers TOTAL VALUE . 68,280 Jurisdiction Code 1cb IBY Ordinance Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance V Type of Review: 121 Complete Review Structural Only I $485,271 I $315.431 Repetitive Fee Repeats El Other El Hourly __Hr. @ * EsGil Fee I $276.601 Comments: Sheet I of I macvalue.doc + City of Carlsbad CBC2017-0421 8/16/17 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 two corrected sets 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. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support and lateral bracing of the following items. 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: Complete plans and details for the new canopy. Support and lateral bracing of the new Make-up air unit 817#'s. 2. 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 ICC 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). c) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Please clarify the door schedule to indicate the type of hardware for all doors. Please clarify the door schedule to show the new pocket doors to be provided with a stop that' would prevent the door from fully recessing and that will provide the required 32" minimum clear opening. Please indicate in the hardware schedule the hand activated door opening hardware for the pocket doors to be designed to provide passage without requiring the ability to grasp the opening hardware. Please indicate if gate hardware will be installed? Please show this on the door schedule. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. City of Carlsbad CBC2017-0421 8/16/17 6. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II' Show the required replacement air for each kitchen hood. Include an air balance schedule. The exhaust and make-up air systems shall be connected by an electrical interlocking switch. UMC 511.3 Please provide grease waste calculations to show the existing grease interceptor is sized adequately to receive the grease waste. Please revise the plumbing plans to show the required clean-outs per section 707 of the UPC at the upper terminals (FS-1 in the kitchen and the FS-1 at the POS). Please clarify the gas line plans to show the pressure regulator to be vented to the exterior. Provide the following information concerning the water heater: Show P & T valve on water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. UPC 506.2/608.3 Please provide a roof plan showing the new roof mounted equipment and a service receptacle located less than 25' from the new equipment and GFCI protected. Please correct the LTl-01 part 5 of 6 to show the correct number of lighting fixtures and installed wattage. Please correct the LTlO-01 part 3 o 4 to show the correct number of lighting fixtures and installed wattage. Show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 11 B-404.2.4: a) ~24" at exterior conditions. Show that dining, banquet and bar facilities are accessible, as follows: a) Where a counter has a height >34" high, a portion of the main counter (a minimum of 60" long) shall be provided with a height of 34" maximum and minimum 19" deep. Section 11 B-226.3. 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 CBC2017-0421 8/16/17 Have changes been made to the plans .not resulting from this correction list? Please indicate: Yes L3. 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. Ci ( y t of SPECIAL INSPECTION AGREEMENTCarlsbad 1,%\1 In accordance with Chapter 17 of the California Building Code the fo requires special inspection, structural observation and construction Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov when work being performed Project/Permit: CBC2017-0421 Project Address: 2525_EL CAMINO REAL SUITE -11 THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder 0. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please print) CONRADO GALLARDO (First) (MI.) (Last) Mailing Address: 1620 5TH AVE #110 Email- __CONRADO@RETAILANP NET Phone: 619.215.1677 I am: OProperty Owner UProperty Owner's Agent of Record öArchitect of Record DEngineer of Record State of California Registration Number- C29223 Expiration Date: 12.31.2017 AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code. Sig Date: 09.22.2017 CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor / builder I owner-builder. Contractor's Company Name: Vi Kit CotPItw .CU(t1 Please check if you are Owner-Builder 0 Name: (Please print)i_kt&t)AAN'& (First) (MI.) (Last) Mailing Address: 3L50 70 7i C21?LV Email: 1<uth4V ó Viii Phone:_LO/4O - State of California Contractor's License Number:_ I Expiration Date: o(3 I/12a1 I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have in-place koNdures for exercising control within our (the contractor's) organization, for the method and I certA that I I will nrnvir4 distribution of the reports; and ed person within our (the contractor's) organization to exercise such control. Signature; B-45 Page 1 of 1 Rev. 08/11 VEISrk. C)?i2017 OL c9 COUTIQ of *a' it'-33i-ep DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION P.O. BOX 129261, SAN DIEGO, CA 92112-9261 Phone: (858) 505-6659 FAX: (858) 505-6824 1 (800) 253-9933 www.sdcdeh.org PLAN APPROVAL SHEET DBA: Lucha Libre Gourmet Taco Shop #3 SITE: 225 El Camino Real Carlsbad, Ca 92008 BUSINESS OWNER: 31tatones Ciegos, LLC Plans are approved contingent upon the following: DATE: 9/6/2017 PC-#: DEH20174 2) :Changs to equipmentlayout, menu, or application must be submitted for approval. Changes made without approval will make the plan approval null and void. _______ 3TObtain local Building Deøartment and all apnlicable aaencies nermits and annrovals PRIOR TOFINAIJ 4) All food and utensil-related equipment shall be certified to applicable sanitation standards by an ANSI accredited testing agency. 5) Upon completioof60%-80% of construction, call (858) 505-6660 to schedule a preliminary, inspection. In lieu of a plumbing inspection by DEH: Floor sinks shall be installed V2 exposed and equipped'with an appropriate grill cover if no access is provided for cleaning. Drain lines shall slope ¼" per foot to gravity; shall not exceed 15' in length andshall terminate a minimum of 1" above the floor sink with a legal air gap. Drain lines Shall not intersect walkways or door ways. No condensate drainage of any kind, including HVAC can drain to the mop sink. 3 compartment sinks, preparation sinks, dump sinks, and any other plumbed equipment must drain indirect toa floor sink. ' Grease traps/interceptors, if required bythe local waste water authority must be located outside of the food preparation, food storage, or scullery areas. The entire floor surface must be sloped to the floor drains, approximately 1/8 inch per foot or a four feet diameter depression that slopes 1:50 (approximately ¼ inch per foot). g.'Conduits of all types shall be installed within walls as practicable. When otherwise installed, they shall be mounted or enclosed in a chase so as to facilitate cleaning. 6) Owners and/or operators must pass an approved and accredited Food Safety Certification course. Proof of successflul completion of this course is to be furnished at the final inspection. 7) At the time when the final inspection is requested, the facility shall have all utilities operational and all refrigeration shall have an ambient air temperature of 38°F or below and shall be equipped with a thermometer accurate to +/- 2°F in the warmest section of the unit. All equipment is to be in place and functional. 8) Seal alt cracks, gaps and crevices in counters, cabinets, around metal flashing, sink b 1Sh tund pipes• and conduits with silicone sealant. 9) Air BalReport IS requiredl P L Plans reviewed by Nolberto Colon-Droz, REHS and Chris Cardwell, EHT CALL (858) 505.6660 AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE PRELIMINARY AND FINAL INSPECTIONS. A FINAL INSPECTION SHALL BE CONDUCTED AND AN ENVIRONMENTAL HEALTH PERMIT SHALL BE ISSUED PRIOR TO OPENING AND OPERATING THISFOOD ESTABLISHMENT. "Environmental and public health through leadership, partnership and science" September 22, 2017 CARUSO TURLEY SCOTT structural engineers Robert Hall Retail Amp Design 1620 51h Ave. Suite 110 San Diego, California 92101 RE: Lucha Libre Carlsbad, California CTS Job No. 17-1174 Dear Mr. Hall At your request, we have reviewed the structural comments for the Lucha Libre project in Carlsbad, California. Pleasesee our responses to the structural comments follow below: I was unable to find any calculations for the connections of the framed to the building or foundation.. Please refer to calculation pages 5a-5c inserted into the calculation package for the upper and lower connections of the storefront canopy columns to the existing buildi t concrete deck. / was unable to find a justification of the concrete deck for the frame storefront?...Please calculation pages 14-17 for a check of the existing concrete slab and joists. Please contact our office with any questions or comments at 480.774.1700. Respectfully submitted, CARUSO TURLEY SCOTT STRUCTURAL ENGINEERING EXPERTS PARTNERS Richard Tuitey, SE Paul Scott, PE, SE Sandra Herd, PE, SE, LEEDAP Chris Atkinson, PE, SE, LEED AP Thomas Morris, PE, LEEDAP Richard Dahtmann, PE, SE Troy Turley, PE, SE, LEEDAP Reviewed By: PROFESSIONAL REGISTRATION 50 States WashingtonD.C. U.S. Virgin Islands Puerto Rico Michael Kinzer, Kinzer, SE Senior Structural Engineer 1: (480) 774-1767 Direct E: MKinzer@ctsaz.com Paul Scott, PE, SE Partner 1215W. Rio Salado Pkwy. Suite 200 Tempe, AZ 85281 1: (480) 774-1700 F: (480) 774-1701 www.ctsaz.com cgctdr1 01121 A Al Job No. 17-1174 By MJK/RAD RECEIVED OCT 03 2017 CITY OF CARLSBAD CARUSO BUILDING DIVISION TURLEY CLIENT: SCOTT Retail Amp Design structural 16205thAve Suite 110 engineers San Diego, California 92101 Sheet No. Cover Date 8/17 PROJECT:. Lucha Libre The Shoppes at Carlsbad 2525 Camino real #248w 2-1 Carlsbad, California 92008 SThUCUIrLL ENG1NWG EXCELLENCE PARTNERS Richard Turley, PE Paul Scott PE, SE Sandra Hard, PE, SE, LEEDAP Chris Mdnson, PE, SE, LEEDAP Thomas Morris, PE, LEEDAP Richard Dahlmann, PE GENERAL INFORMATION: BUILDING CODE: 2016 California Building Code qzti q. a$ v •' 1215W. Rio Salado Pkwy. Suite 200 Tempo, AZ 85281 T: (480) 774.1700 F: (480) 7744701 www.ClSAZ.com YOUR STRUCTURAL ENGINEERING EXPERTS 'A CARUSO 1215W. Rio Salado Pkwy. TURLEY SuIte 200 SCOTT Tempe, AZ 85281 coIsuItIuIg T: (480) 774-1700 structural F: (480) 774-1701 engineers P Job Name Lucha Libre Job No. 17-1174 Sheet No. By MJK Date 8117 BASIS FOR DESIGN BUILDING CODE: 2016 EDITION OF THE CALIFORNIA BUILDING CODE LOADS: LIVE LOAD = 20 PSF (REDUCIBLE). DEAD LOAD = 15 PSF. WIND: 3 SECOND WIND GUST = 85 MPH, WIND IMPORTANCE FACTOR = 1.0. EXPOSURE B. SEISMIC: SEISMIC IMPORTANCE FACTOR = 1.0. SHORT PERIOD SPECTRAL ACCELERATION S5 =1.111. ONE SECOND SPECTRAL ACCELERATION Si = 0.428. SOIL SITE CLASS D. Sds= 0.782. Sd1= 0.448, SEISMIC DESIGN CATEGORY D. ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE. STRUCTURAL STEEL: MISC. STRUCTURAL STEEL (A36): Fy = 36,000 PSI, TUBULAR STEEL (A500 Gr. B): Fy = 46,000 PSI. BOLTS: A307 CARUSO TURLEY SCOTT Job Name L.H4. ! structural engineers 1215 W. Rio Salado Parkway, Suite 200 Ténipe,Arizona 85281 Job No. 17 - i i II.4 Sheet No. 1: 480 774-1700 • F: 480 774-1701 1 r www.c1s0z.com By I" - Date_8 /1-7 -- l _J L! ' 1 I ._: - -I--:- 44- 1 1 2 I L4 Pi.i I Lyio' ,tec R 14 Ft - I -i-- r-- —r - - 11111 1 I I II I I I ii I 4... 4..LL M iS t J S i I if- - -I .iH _Lr' __-1-J_LL- II1L '---I. - I IJ-i- Ti --- p-i 'i- 1 fl7 i4tP LLiTbd I! 44r Ln 1 F-1i1 I-j- - -rTi lTSF0 B2, i-h Hft-; rt r I.I II II IhI It• 11 I1I11l I 1 11 1 1 1 _i Z. VVIV.- MT !4 r F[ i LI+ Ii I 14 J i-iL, --4+ i r1 - L -L_J. L__ I Il_a__F ' ! I .1 ii- L 1••I1 I i t ' t.4 _1 Ltii j4: !i. ...jIo:/Z i:44_' j_1:iti.L.i:I:t±1 I_L:I±i... :if j.:rt .1t1-r1 1_.j1tI._::rFi I JIfl in 5± 4±L i )_fIHI_L1_IJ +I iLJijI 1 HIJ III L4L j II :- I 1+-i II.-a_.- fl'ilffTh± 1JiLt u:±f I p _r' .LLh! ! 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I 41 41 I I SI - I • • I - • • I .1 II II II - 1c Design Maps Summary Report Page.1 of 2 4 tJS Design Maps Summary Report User—Specified Input Report Title The Shoppes at Carlsbad Wed August 2, 2017 15:11:22 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.17838N, 117.33082°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/il/ill USGS—Provided Output Seismic Design Category 0 S= 1.1119 SM5= 1.173g S 0.782g S1 = 0,428 g SMI 0.672 g S01 = 0.448 g For Information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document, WIMRsopense Spectrum asii Rcaptvse Spet.um P&rio'. ' (e) Pafk4T (ac) For PGA.. IL. C,,,,, and C,,, values, please view the detailed report. https://earthquake.usgs.gov/cn2/designmaps/us/summary.php?template=minimal&Jatitude=.., 8/2/2017 I •. . . ...... - -.. . - ...... All CARUSO TURLEY SCOTT Job Name _Lu structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 Job No. t 1 Sheet No T: 480 774-1700 • F: 480 774.1701 . www.clsaz.com By M- Date__________ -- --- - :trt I I - I _) - - i-r-'M - %5ou 1z,. (t4'zl) COP /_4oL /..tL.rL I?4 - I T-H 'i- 111111 ii . '7' rI iI..I1I I IIIFI iii - (çt__ I - iii-I ---' I •1 I --i---F- _H _.._ --i -,.' -- Lei- --- rn I _±[ 4T[ -T— bTk I ------i r----- - - C 1i+iCtf j I •i .Ij;t__1 I I tI I I I i I I I -- I I I F— I I - '_.....I.......- ..f.__.....f..) _._.....__I I I I I I I I•'i 1I•i••I• I'IIIII.IIII .. . '-p%. . Ii •iII •.j I I Hr-r1 ri&L- H-1 hT24Iabj4.cI.ZL 16 4±r 11..LH Li:rrt+r+Cv I H I1 iflJII[ Lh ftI*:ThrH 'H LF1 4fttt :MJ. IJ: LF11 :iTh: ti fl L.i I I I -- I_ IT -JL. 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L 1i JJ ri _L4 I iiThJt H H- H-i-'j1! HF • k H --I ' j'i a-HI -IL' i ilfrj kri - ;_L1 ;•--! I ;rm LL!HLJ LttfH. 1.1 I .....l-.. I 1Lii t- * _I_1::i •-j-ii: L-T,4 C Y, __I__ __._I___ __ ••i I—i---- i_i_ ___II •....__j Il—I-----. Ir I - - \_• 5? 1 II I _J_j I JIl I -4-i 17 'í-.--- I -,, -q & WOYZDSMMM ________ InhI+Hnob:J • °04 N 19 9S ...i I ' I °N qoç &VJ.I VLIUUV .1 WILl Vii. Wi If V L8?8 DUOZ!JV 'edWaj OOZ epS 'ADMjJDJ OpUD5 °!I M c1L sjaaui6ua inn OWON 901 .LLO)S A1Mfl1 OSflHV) I !!:A led I Prof is Anchor 2.7.3 Company: Caruso Turley Scott, Inc. Page: 1 1 Specifier: 1215W. Rio Salado Parkway, Suite 200 Project: Address: Tempe, AZ 85281 Sub-Project I Pos. No.: Phone I Fax: 480-774-1700 1480-774-1701 Date: 9/21/2017 E-Mail: Specifier's comments: I Input data Anchor type and diameter: HIT-HY 200 + HAS B7 3/8 Effective embedment depth: h0rt1= 2.756 in. (h8 1 = 3.250 in.) Material: ASTM A 193 Grade 87 Evaluation Service Report: ESR-3187 Issued I Valid: 11/1/2016 13/1/2018 Proof: Design method ACi 318-08/ Chem Stand-off installation: eb = 6.000 in. (no stand-oft); t = 0.500 in. Anchor plate: lx x i x t = 4.500 In. x 4.500 in. x 0.500 in.; (Recommended plate thickness: not calculated Profile: Square HSS (AISC); (Lx W x T) = 4.000 in. x 4.000 In. x 0.250 In. Base material: cracked concrete, 2500, f' = 2500 psi; h = 4.500 in., Temp. shorUiong: 32132 1F Installation: hammer drilled hole, installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, 0, E. or F) yes (0.3.3.4) Geometry [in.] & Loading [lb, in.IbJ Input data and results must be checked for agreement with the existing conditions and for piausibiiliyi PROFIS Anchor (c) 2003-2009 HiIIiAG, FL-0494 Schoen Hut Is a registered Trademark ofHllII AG, Schoen Jr. . .,MMOMMMIPM Lm Im1wi Prof is Anchor 2.7.3 Company: Caruso Turley Scott, Inc. Page: 2 Specifier: 1215W. Rio Salado Parkway Suite 200 Project: Li Address: Tempe, AZ 85281 Sub-Project I Pos. No.: Phone I Fax: 480-774-1700 480-774-1701 Date: 9/21/2017 E-Mail: 2 Proof I Utilization (Governing Cases) Design values (IbJ Utilization Loading Proof Load Capacity PN ipy (To] Status Tension Shear Pryout Strength (Bond Strength controls) 396 2646 _/15 OK Loading Combined tension and shear loads liv c Utilization p (TO] Status 3 Warnings Please consider all details and hints/warnings given in the detailed reportl Fastening meets the design criterial 4 Remarks; Your Cooperation Duties Any and all Information and data contained in the Software concern solely the use of Hilt[ products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly Instruction, etc., that must be strictly compiled with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to Interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. in particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hllti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilt! Webslte. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input date and results must be checked for agreement with the existing conditions and for pleusibilityl PROMS Anchor (c) 2003-2009 Hull AG, FL-9494 Schoen HiIII lee registered Trademark orHulil AG, Schoen J I LUCHALIBRE I + I" ri I mj I I CARLSBAD,CA92008 0 m ! THE SHOPPES AT CARLSBAD i 2525 CAMINO REAL, #218C I I Jr I -as CaCR cq co FO p r 40 Ii II II ii if I It U II II 1! II II 11 11 11 11 Ii II II (-.4 'I - J ii 11 111 ii II II 11 ) U Ii II II II I U i. II Ii ii II I' II II 11 U.. 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II II II II il ii ii 0 IlUIlU II I m ii - 1111111111 1111 C C I I I I I I I 19-L 10 -4 c:5 —.1 CARUSO TURLEY SCOTT, INC Project Title: 1215W. RIO SALADO PARKWAY #200 Engineer: Project ID: TE.MPE, AZ 85281 Project Descr: L5>" (480) 774-1700 (480) 774-1701 Calculations per A1SC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Mateiiii Prbrtjes . Analysis Method: Allowable Strength Design Fy : Steel Yield: 36.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E: Modulus: 29,000.0 ksl Banding Axis: Major Axis Bending 'V 01005B4!40041 Span - 21.50 0 Ô12x20.7 Service loads entered. Load Factors will be applied for calculations. Beam self weIght NOT internally calculated and added Uniform Load: D = 0.0580, Lr = 0.040 k/ft, Tributary Width = 1.0 ft Section used for this span C1240.i Section used for this span C12x20.7 Me: Applied 5.547 k-ft Va : Applied 1.032 k Mn I Omega: Allowable 45.988 k-ft Vn/Omega : Allowable 43.789 k Load Combination +0+Lr Load Combination io+Lr Location of maximum on span 10.7501t Location of maximum on span 0.000 ft Span # where maximum occurs Span #1 Span # where maximum occurs Span #1 Maximum Deflection Max Downward Transient Deflection 0.052 In Ratio = 4,996 >=360 Max Upward Transient Deflection 0.000 in Ratio = 0 <380 Max Downward Total Deflection 0.124 In Ratio = 2082 >=180 Max Upward Total Deflection 0.000 In Ratio = 0 <180 Load Combination Span Max. 1,_a Defi Location In Span Load Combination Max. IlI Dell Location in Span 1 0.1239 10.811 0.0000 0.000 Vertical Rëittioris — - ' — Support notation Far left Is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.032 1.032 Overall MINimum 0.361 0.361 D Only 0,602 0,602 • 1.032 1.032 4D40.7501-r 0.925 0.925 40.60D 0.361 0.351 Lr Only 0.430 0.430 CARUSO JURLEY SCOTT, INC Project Title: 1215 W. RIO SALADO PARKWAY #200 Engineer: Pro leo! ID:. TEMPE, AZ 85281 Project Descr: 9 (480) 774-1700 (480) 774-1701 Description: Canopy Back Beam Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Fy Steel Yield: 46.0 ksl Beam Bracing: Beam Is Fully Braced against lateral-torsional buckling E: Modulus: 29,000.0 ksl Bending Axis: Major Axis Bending n21.50 H88I2x4x5I16 .AppIied :Loads. ::> Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D = 0.0960, L = 0.040 kIlt, Tributary Width = 1.0 ft Section used for this span Me: Applied Mn /Omega Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection HSSI 2x4x5116 9.698 k-ft 71.846k-ft 40H 10.750ft Span #1 0.046 In Ratio 0.000 In Ratio = 0.194 In Ratio = 0.000 In Ratio = Section used for this span Va Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 5,577 >=360 0 <360 1329 >=180 0 <180 HSS12x4x5I16 1.804 k 107.027 k 0.000 ft Span #1 Overall Maximum Deflections - Load Combination Span Max. '-' Dell Location In Span Load Combination Max. '+" Dell Location In Span +D+L 1 0.1941 10.811 0.0000 0.000 Vertical Reactions Support notation Far left Is #1 Values in lOPS Load Combinahon Support I Support 2 Overall MAXimum 1.804 1.804 Overall MiNimum 0.430 0.430 DOnly 1.374 1.374 4041. 1.804 1.804 +040.750L 1.697 1.697 *0.60D 0.825 0.825 L Only 0.430 0.430 CARUSO TURLEY SCOTT, INC Project Title; 1215W. RIO SALADO PARKWAY #200 Engineer Project ID: TErPE, AZ 85281 ProJect Descr: (480) 774-1700 (480)774-1701 Description: Canopy Back Beam - Horizontal Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 :MateriaIpropertlés: Analysis Method: Allowable Strength Design Fy: Steel Yield: 46.0 ksi Beam Bracing: Beam Is Fully Braced against lateral-torsional buckling E: Modulus: 29,000.0 ksl Bending Axis: Minor Axis Bending wir 8pn=2I.5Ofl HSS12x45II6 .\Aplied 6if Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: W = 0,1530 k/lt Tilbutary Width = 1.0 ft DESIGN SUMMARY•::....:• Maximum Bending Stress Ratio = 0.267: 1 Maximum Shear Stress Ratio. = 0.044:1 Section used for this span HSS12x4x5I16 Section used for this span 11SS12x4x5116 Ma Applied 7.144k-ft Va Applied 1.329 -k Mn / Omega: Allowable 27.751 k-ft VnlOmega : Allowable 30.078 k Load Combination +040.60W Load Combination 4040.60W Location of maximum on span 10.7501t Location of maximum on span 0.000 ft Span #where maximum occurs Span # 1 Span # where maximum occurs Span # I Maximum Deflection Max Downward Transient Deflection 1.008 in Ratio = 255 '=252. Max Upward Transient Deflection 0.000 In Ratio = C) <252.0 Max Downward Total Deflection 0.817 in Ratio = 316 >=180 Max Upward Total Deflection 0.000 in Ratio = 0 <180 ..OveralI.Maxiththi DefIécticns -.' Load Combination Span Max. Dell Location in Span Load Combination Max, °+ Dail Location In Span WOnly 1 1.0111 10.811 0.0000 0.000 'Vertical ReattIon -. - '' Support notation Far left Is #1 Values in KIPS Load Combination Support I Support 2 Overall MAXimum 1.645 1.645 Overall MINimum 0.205 0.205 D Only 0.342 ' 0.342 #D'0.60W 1.329 1.329 4040.450W 1.082 1.082 40.60040.60W 1.192 1.192 .0.601) 0.205 0.205 W Only 1.645 1.645 CARUSO TURLEY SCOTT, INC Project Title: '1215W. RIO SALADO PARKWAY #200 Engineer: Project ID: TEMPE, AZ 85281 Project Desc 1" r: (480) 774.1700 (480) 7744701 Calculations per AISC 360-10,IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 - Matérial Properties -K. Analysis Method: Allowable Strength Design Fy: Steel Yield: 36.0 ksl Beam Bracing: Beam is Fully Braced against lateral-torsional buckling . E: Modulus: 29,000.0 ksl Bending Axis: Major Axis Bending pl1fl4.Ofl C12O.7 Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: D = 0.04 10, L = 0.020 k/ft, Tributary WIdth 1.0 ft Point Load: 0= 0.6020. L 0,430 k ti 4.0 ft Maximum Bending Stress Ratio = 0.100: 1 Maximum Shear Stress Ratio = 0.029: 1 Section used for this span C12x20.7 Section used for this span C12x20.1 Ma: Applied 4.616k-ft Va: Applied 1.276 k Mn / Omega: Allowable 45.988 k-ft Vn/Omega : Allowable 43.769 k Load Combination - *D+L Load Combination 404. Location of maximum on span 0.000ft Location of maximum on span 0.000 It Span # where maximum occurs Span # I Span # where maximum occurs Span #1 Maximum Deflection Max Downward Transient Deflection 0.005 in Ratio = 21,223 >=360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.011 in Ratio = 8690 >=180 Max Upward Total Deflection 0.000 in Ratio = 0 <150 Overall Maximum Defletions - . ... Load Combination Span Max. %" Dell Location in Span Load Combination Max. +' Dell Location in Span +DL 1 0,0110 4.000 0.0000 0.000 iertica Reactions - - - Support notation Far left is #1 Values in KIPS 1 - Load Combination Support I Support 2 Overall MAXimum 1.276 Overall MINimum 0.460 D Only 0.766 1.276 I-040.750L 1.149 40.60D 0.460 L Only 0.510 CARUSO TURLEY SCOTT, INC Project Title: 1215W. Rib SALADO PARKWAY #200 Engineer: Project ID: TEMPE, AZ 85281 Project Descr: (480) 774-1700 (480) 7744701 Description: Column ?-4q-' -.' •...v.- ..-.. nda Hekrnne ---' - - - Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: ASCE 7-10 'GeneraI Information - r Steel Section Name: HSS4x4x1I4 Overall Column Height 14.830 ft Analysis Method: Allowable Strength . Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade Brace condition for deflection (buckling) along columns: Fy: Steel Yield 46.0 ksl XX (width) axis: E: Elastic Bending Modulus 29,000.0 ksl Unbraced Length for X-X Axis buckling = 14.830 ft, K 1.0 V-V (depth) axis: Unbraoed Length for Y-Y Axis buckling = 14.830 it K = 1.0 Service loads entered Load Factors will be applied for calculations - Column self weight included: 181.074 lbs * Dead Load Factor. AXIAL LOADS... Axial Load at 11.0 ft, Yecc = 2.0 in, D = 0.9780, L = 0.430 k Axial Load at 11.0 ft, Xecc = 50.0 In, D = 0.6020, L = 0.430k BENDING LOADS... Lat, Point Load at 11.0 ft creating My-y, W = 1.650, E 0.6980k Lat. Uniform Load creating Mx-x, W = 0.0270 k/ft -DESIG&SUMMARY - -- .-- Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.5306 :1 Maximum Load Reactions.. Load Combination +D+0.750L-0.450W Top along X-X 1.224 k Location of max.abova base - 10.948 ft Bottom along X-X 0.4261 k At maximum location values are... r.,j.... VV r ,nn. b Pa : Axial Pn IOmega: Allowable Ma-x: Applied Mn-x/ Omega: Allowable Ma-y: Applied Mn-y I Omega: Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are... Va: Applied Vn /Omega: Allowable 2.406 k I Ui qIuuI Bottom along V-V 36.916 k -0.4182 k-ft Maximum Load Deflections... 10.765 k-ft Along Y-Y 0.08611 In at 4.943 k-ft for load combination :+D+0.60W 10.765 k-ft Along X-X -0.3348 in at for load combInation :+D+L 0.03554 +D+O.60W 11.048 ft 0.9035 k 25.423 k u.c.,Jw I 0.2002 k 7.365ft above base 7.664f1 above base Max1mjim ReactIói - - '.' Note Only non zero reactions are listed Axial Reaction X-XAxIs Reaction It V-V Axis Reaction Mx - End Moments k-ft My - End Moments Load Combination @ Base @ Base @ Top @ Base @ Top @ Base t9 Top @ Base @ Top DOnly .'041. 1.761 2.621 0.169 0.169 (i\-t29O- -0.011 -0.016 0.011 0.016 4040.750L 2.406 '-1lr 0.260 .0.015 0.015 UE~. 4040.60W 1.761 -0.087 oO:iW 40*0.70E 1.761 0.043 0.532 .0.011 0.011 40#0J50L40.450W 2.406 0.068 0.810 0.075 0.105 .040.750L40.5250E 2.406 0.165 0.532 .5 0.015 40.60D40.60W 1.057 .0.154 0.836 0.114 0.127 +0.60D40.70E . 1.057 -0.025 0.464 -0.007 0.007 LOnly 0.860 0.121 0.121. .0.005 0.005 W Only -0.426 1.224 0.200 0.200 EOnly -0.180 0.518 CARUSO TURLEY SCOTT, INC Project Title: 1215W. RIO SALADO PARKWAY #200 Engineer: Project ID: T,EMPE, AZ 85281 Project Descr: I 3 (480) 774-1700 (480) 774-1701 wwwzinm Pdnteck 21 SEP 2017. 1123Ax Description: Column ExtrmOReactià Axial Reaction X-XAxIs Reaction k V-V Axis Reaction Mx -End Moments Mt My - End Moments Item Extreme Value @ Base @ Base @ Top @ Base @Top @ Base @ Top @ Base @ Top Axial @Base Maximum 2.621 0L41.*_ 0.290 0,290 -0.016 0.016 ft Minimum l- -0.426 1.224 0.200 0.200 Reaction, X-X Axis Base Maximum 2.621 0.290 0.290 -0.016 0.016 Minimum wi.. -0.426 1.224 0.200 0.200 Reaction, V-V Axis Base Maximum 'a" .0.426 1,224 0.200 0.200 Minimum 2.621 D4 S' 0.290 0.290 -0.016 0.016 Reaction, X-X Axis Top Maximum 'nJl.. -0.426 1.224 0.200 0.200 Minimum 0.860 0 0.121 0.121 -0.005 0.005 Reaction, Y-Y Axis Top Maximum 0.860 I.t0- 0.121 0.121 -0.005 0,005 Minimum EL.- -0.180 0.518 Moment, X-XAxls Base Maximum 1.761 0.169 -0.011 0.011 0 Minimum 1.761 0.169 -0.011 0.011 Moment, V-V Axis Base Maximum 1.761 0.169 0.169 -0.011 0.011 O Minimum 1.761 0.169 0.169 -0.011 0.011 Moment, X-XAxisTop Maximum 1.161 0.169 0.169 .0.011 0.011 U Minimum 1.761 0.169 0.169 -0.011 0.011 Moment, Y-Y Axis Top Maximum 1.761 0.169 0.169 -0.011 0,011 U Minimum 1.761 0.169 0.169 -0.011 0.011 Maxirnum Deflüonsfot Load Cornbhatin T1 Load Combination Max. X-X Deflection Distance Max. V-V Deflection Distance D Only -0,1953 in 7.664 it -0,013 in 7.664 ft 4041 -0.3348 In 7.664 it -0,018 in 7.664 It +040.60W 0.1819 in 9.455 It 0.066 In 7.365 it -I040,70E 0.0265 In 12,143 it -0.013 In 7.684 ft +D+0.750Li0,450W 0.0388 In 12.242 It 0.042 in 7.365 it E Only 0.2621 in 8,361 It 0.000 in 0.000 it Steel Secf Ion Properti - - - HSS4x4x1l4 Depth = 4.000 in lxx 7,60 mM J = 12.800 iriM Design Thick 0.233 in S xx = 3.90 1n,13 - Width = 4,000 In R xx = 1.520 In Wail Thick = 0.250 in - Zx = 4.690 1nA3 Area = 3.370 inA2 I yy = 7.800 InA4 C = 6.560 In3 Weight 12.210 pit S yy = 3.900 InA3 Ryy = 1.520 in Vcg = 0.000 in . . CARUSO TURLEY SCOTT, INC Project Title: 1215 W. RIO SALADO PARKWAY #200 Engineer: Protect ID: TEMPE, AZ 85281 ProJect Desor: (480) 774-1700 (480) 774-1701 Description: Existing Slab CODE REFERENCES:' Calculations per ACI 318-11, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-I6 ft fir= * 7.50 'V Density ' X LtWt Factor Elastic Modulus = fy - Main Rebar = E - Main Rebar = 3.0 ksi d Phi Values 410.792 psi = 145.Opcf 01 = 1.0 3,122.0 ksi Fy - Stirrups = 60.0 ksl "UFO 29,000.0 ksl Stirrup Bar Size # Number of Resisting Legs Per Stirrup = Flexure: 0.90 Shear: 0.750 0.850 40.0 ksl 29,000.0 ksl 3 2 Dtl.751 L(OJ$) 12 wx4.5'h 6pn"2.5O II Rectangular Section, Width = 12.0 in, Height = 4.50 in Span #1 Reinforcing.... 243 at 2.0 in from Bottom, from 0.0 to 2.50 ft in this span Applied Loads .. Service loads entered Load Factors will be applied for calculations Beam self weight calculated and added to loads Point Load: 0=1.761, L=O.860k 0 1,250 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.985 1 Maximum Deflection Section used for this span Typical Section Max Downward Transient Deflection 0.0021n Ratio= 17650>=36 Mu: Applied V 2.228 k-ft Max Upward Transient Deflection 0.000 in Ratio = 0<360 Mn * Phi: Allowable 2.261 k-ft Max Downward Total Deflection 0.006 in Ratio= 4634>=18 Max Upward Total Deflection 0.000 in Ratio 999 <180 Location of maximum on span 1.252 ft Span # where maximum occurs Span #1 Support notation: Far left is #1 Load Combination Support I Support 2 Overall MAXimum 1.378 1.378 Overall MiNimum 0.430 0.430 O Only 0.948 0.948 1.378 1.378 +0+0.7501 1.271 1.271 *0.600 0.569 0.569 L Only 0.430 0.430 .:MaxIm urn Forces & Stresses for Lcád .cPrnhiDatEons:- Load Combination Location (ft) Bending Stress Results (k-ft) Segment Length Span # in Span Mu: Max PhiMnx Stress Ratio MAXimum BENDING Envelope Span# 1 1 2.500 2.23 2.26 0.99 +1.40D Span# 11 1 2.500 1.60 2.26 0.71 I . . . . .• . ._ .. . . I CARUSO TURLEY SCOTT, INC Project Title: 1215W. RIO SAI.ADO PARKWAY #200 Engineer: . Project ID: TMPE, AZ 85281 . Prolect Descc (480)774-1700 (480) 774-1701 Load Combination Location (It) Bending Stress Results (k-ft) Segment Length Span # in Span Mu: Max Phi*Mnx Stress Ratio +1.20D+1.60L Span #1 1 2.500 2.23 .. 2.26 0.99 +1.20D40.50L Span# 1 1 2.500 1.64 2.26 0.72 +1.200 Span# 1 1 2.500 1.37 2.26 0.61 *0.90D Span #1 1 2.500 1.03 2.26 0.45 OveraJi Maximum Load Combination Span Max. "- Deft Location in Span Load Combination Max. W Deft Location in Span +D+1 1 0.0065 1.250 0.0000 0.000 .1. J .:•. ::. - CARUSO TURLEY SCOTT, INC 1215 W.'RIO SALADO PARKWAY #200 TEMPE, AZ 85281 (480) 774-1700 (480) 774-1701 Project life: En9ineer: Prolect ID: Project Descr Description: Existing Slab Joist- 453 OEF Calculations per ACI 318-11, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties 3.0 ksi 4 Phi Values Flexure: 0.90 fr = * 7.50 410.792 psi Shear: 0.750 V Density = 145.0 pcf = 0.850 ? LtWt Factor = 1.0 Elastic Modulus = 3,122.0 ksl Fy - Stirrups 40.0 ksi fy - Main Reber = 60.0 ksl E - Stirrups = Stirrup Bar Size # 29,000.0 ksl 3 E - Main Reber = 29,000.0 ksi Number of Resisting Legs Per Stirrup = 2 8.6'wx2rh Span30.0 *1 -Cross. Tee Section, Stem Width = 9.50 in, Total Height = 27.0 in, Top Flange Width = 40.0 in, Flange Thickness = 1.250 In Span #1 Reinforcing,,,. 2410 at 2.0 In from Bottom, from 0.0 to 30.0 ft In this span Appiled Loads " Service loads entered Load Factors will be applied for calculations Beam self weight calculated and added to loads Load for Span Number I Uniform Load: 0 = 0.050, L = 0.10 ksf, Tributary Width = 3,330 ft Point Load: D= 1.761, L=0.860kc16.0ft PlflijiiiSl Maximum Bending Stress Ratio = 0.535 :1 Maximum Deflection Section used for this span Typical Section Max Downward Transient Deflection 0.105 in Ratio 3436 >=36 Mu : Applied 147.952 k-ft Max Upward Transient Deflection 0.000 in Ratio = 0<360 Mn * Phi: Allowable 276.479 k-ft Max Downward Total Deflection 0.482 in Ratio= 747>=18 Max Upward Total Deflection 0.000 In Ratio 999<180 Location of maximum on span 15.966 ft Span # where maximum occurs Span #1 Support notation: Far left Is 91 Load Combination Support I Support 2 Overall MAXimum 13.166 13.340 Overall MiNimum 4.662 4.732 D Only 7.769 7.887 -*0+1 13.166 13.340 #D40,750L 11.817 11,977 -*0.600 4.662 4,732 L Only 5.396 5.454 Maximum Forces & Stresses for Load Combinations Load Combination Location (It) Bending Stress Results (k.ft) Segment Length Span # in Span Mu: Max PhltMnx Stress Ratio MAXimum BENDING Envelope Span# 1 1 30.000 147.95 276.48 0.54 CARUSQ TURLEY SCOTT, INC Project Tulle: 1215 W. RIO SALADO PARKWAY #200 En9ineer. Project ID: TEMPE, AZ 85281 . Project Descr 1-7 (480) 774-1700 (480) 774-1701 Load Combination Location (It) Bending Stress Results (k-ft) Segment Length Span # In Span Mu: Max PhrMnx Stress Ratio +1.40D Span# 1 1 30.000 91.01 276.48 0.33 +1.20D+i.60L Span #1 1 30.000 147.95 276.48. 0.54 A.201340.501- Span #1 1 30.000 99.87 276.48 0.38 +1,20D Span# 1 1 30.000 78.01 276.48 0.28 40,901) Span #1 1 30.000 58.51 276.48 0.21 Overall Maximum Deflections - Load Combination Span Max."-' DeS Location in Span Load Combination Max. + Dell Location in Span sDsL 1 0.4817 15.000 0,0000 0.000 ' I I --- h .i Li -+.:•rri-lJ. LEri-41 J.H L±H .J_L I TI.:_i__.I ._j__#_... ..• Ii_H 1 T_r [j-I-; -iL4T1JL HTJ±JT—' ± I:.Hifl.cP1 i H .i:ftH L:LH4LPr± Li±HThH4+h.i+cH iiLi: ( ._J......1 I ji I I'lL__Il III'' I I 1 JI 1 1II I1j l:Il'lI11 Ii1 F -I 4-1 -'+4i• +R'k-1i T. Nt .:4jjTL]1 fl.J:H.t4t1.: L 1 LJ ••: I........I; 4..eQ__mI..i 1I 1 jj! Ij: Ii I.i--! !i-i. L. TjEi LV . L4l4 W H_U_ IjijMI Ir I LT. Al I.J.! I I U I .1 I I : i__j i._L...1J I . I . -F _LJ I I L_I I - s-t-.s L4ij_ I IH I I I ll I T' I _L LtII_I J4J1I -4-, tP'1I 1I _r_iij I L 4fl L I ,'--•l I .... ..dII.IIL 41Ll ¶' I I I I I I I I I I I i I I :i•,,r— , I I i I I -- 1J) p JL I wm-lz rH LH 11 4 r - 14 ) — -_ I "T ' 1 '• I I fi - - I I I -- !f O' !.—I- I I '-•i ---'- I I_ _} - -F---i- I I - I 1 I I vi L'V2 .1 1-116 OjDQ •)1IZ-•As 1 °N 4s 4L1 -1,1 •°N qor -l-'f'--1 ewqo LUO)ZDSPMMM LOLItLL 090:1 • 0011-t'LL 091' :j 181R nuozuy'adwGj 001 I!flS,'ADM)P0J OPOIDS O! M cilL siu6ua lejnl)njls iiO)S AWDJflI OSAHYD CARUSO TURLEY SCOTT INC 1215W. RIO SALADO PARKWAY p200 TEMPE, AZ 85281 (480) 774-1700 (480) 774-1701 Project Title: Prolect ID: Engineer: Project Descc I Description: Existing W1206 Roof Beam with MALI Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: IBC 2012 ...MateñaU!rpertjes - -- Analysis Method: Allowable Strength Design Fy: Steel Yield: 50.0 ksl Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E: Modulus: 29,000.0 ksl Bending Axis: Major Axis Bending D(0.075 140.161 * 'V 6p2m22.0 ft W12x16 Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D = 0.010, Lr = 0.020 ksf, Tributary Width = 7.50 if, (Existing Roof) Uniform Load :'D = 0.0830 k/ft, Extent = 9.330—>> 12.670 ft, Tributary Width = 1.0 ft, (New MAU) Maximum Bending Stress Ratio = 0.319: 1 Maximum Shear Stress Ratio = 0.053: 1 Section used for this span . W12x16 Section used for this span WI 2x16 Ma: Applied 15.989k-ft Va: Applied 2.790 k Mn I Omega : Allowable 50.150 k-ft Vn/Omega : Allowable 52.80 k Load Combination - t&#Lr Load Combination +O+lr Location of maximum on span 11.000ft . Location of maximum on span 0.000 ft Span #where maximum occurs Span #1 Span # where maximum occurs Span #1 Maximum Deflection - Max Downward Transient Deflection 0.268 in Ratio = 992 >=240. Max Upward Transient Deflection 0.000 In Ratio = 0 <240.0 Max Downward Total Deflection 0.463 in Ratio = 571 >=180. Max Upward Total Deflection 0.000 In Ratio = 0 <180.0 - Overall MaxlnimDiflectioni - -- - Load Combination Span Max '-' Dell Location In Span Load Combination Max. "*P Dell Location in Span 4DILr 1 0.4525 11.083 0.0000 0,000 r - ' Support notation: Far lefts #1 Values in KIPS _VticalReaations_ Load Combination Support 1 SuppOrt 2 Overall MAXImum 2.790 2.790 Overall MiNimum 0.684 0.684 DOnly 1.140 1.140 2.790 2,790 .iO40.750Lr 2.377 2.377 -i0.60D 0.684 0.684 Li Only 1.650 1.650 CARUSP TURLEY SCOTT, INC Project Title: 1215W. RIO SALADO PARKWAY #200 Engineer: Project ID: .TEMPE, AZ 65281 Project Descr: (480) 774-1700 (480) 7744701 Description: Existing W1845 Roof Beam with MAU REJRE. -' Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: IBC 2012 MateriaIPoirtFes - - Analysis Method: Allowable Strength Design Fy: Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional buckling . E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load(s) for Span Number I Point Load: 0 = 1.0, Lr = 1.650k 1,5)7.50 ft, (Existing Roof) Point Load: D.= 1.0, Lr = 1.650k 15)7.50 ft, (Existing Roof) Point Load: D = 1.0, Lr = 1.650k Cd) 15.0 ft, (Existing Roof) Point Load: D = 1,0, Lr = 1.650k (5) 15.0 ft, (Existing Roof) Point Load: D = 1.0, 11= 1.650 k (5)22,50 ft, (Existing Roof) Point Load: 0 = 1.140, Lr = 1.650k (5)22.50 ft (Existing Roof with New MAU) .1.: Maximum Bending Stress Ratio = 0.506:1 Maximum Shear Stress Ratio = 0.081 : I Section used for this span W18x35 Section used for this span WI 8x35 Ma : Applied 83.983 k-ft Va : Applied 8.580 k Mn / Omega: Allowable 165.918 k-ft VnlOmega : Allowable 106.20 k Load Combination 'O+Lr Load Combination Location of maximum on span 15.000ft Location of maximum on span 30.000 ft Span # where maximum occurs Span #1 Span # where maximum occurs . Span #1 Maximum Deflection Max Downward Transient Deflection 0.517 in Ratio = 695 >=240. Max Upward Transient Deflection 0.000 in Ratio = 0 <240.0 Max Downward Total Deflection 0.881 In Ratio = 409 >=180. Max Upward Total Deflection 0.000 in Ratio = 0 <180.0 Load Combination Span Max. '- Dell Location in Span Load Combination Max. mI, Dell Location in Span +D4Lr I 0.8807 15.086 . 0.0000 0.000 Veitical Roactuins - - - - Support notation Far iaft Is #1 Values In KIPS Load Combination Support I Support 2 Overall MAXimum , 8.510 8.580 Overall MiNimum 2.136 2.178 O Only 3.560 3.630 8.510 8.580 4040.750Lr 7.273 7.343 40,60D 2.136 2.178 Lr Only 4.950 4.950 I I I 1--.--- •r- •I.-- r-- L-4e .p. J_H - IIFIII L_I1f II Ill L_r -I-- I I I •i-1--t I__ i_f I Ij J I r1- 1 L I -jL I i-t-I- L-ith ' .1-I- I ' IIT 1 - 11'lI'IIrI IIriIrrri I I I I I LI I I 111 I II i: .u_L1 Liii L.il; I I :_ .',. I i. ._I I H LH _4-'-t LfL:H f ;IIIILiI.I:I i i1IuI A. li__LI IIII IIi I 4JL T. .. -- I - _ -- I I LL, ._J I —'- I lI_I I I lII -i'- I IlIi;.1 I . !j!I I.. Ii!:!: I J I! .... - I tali -Se ge I II I 4. _ I k1JT 'I oioa -Al 2 ON 44s :0-11-0 °N qo ';'-i_ MON qor 11I4 j1 r i•II I I I t I I I I I . 1 . - I I I L+ -:-- W1fHij LI I I j_j__'_• I ___j - I _______ _4 _I iZ• - HLf -' 'LLt IIilf IM I!._I I_I I I .4j-4i I F-i I 1 I j__ I I : • I I I -_-- WO)ZDSpAtMM LOLI-PLL : • OOLL-IrLL O9t :j L8ZS9 DUDZIJ 'edwq ooz ows lomind OPDIDS O!j M cLL SJaaU!6UJ lemonjis LLOS A31iA.L OSfliW .......,.•_,. ._. _--........ ____________1 ________________r -_• ____ CARUSO TURLEY SCOTT, INC 1215W. RIO SALADO PARKWAY #200 TEMPE, AZ 85281 (480) 770700 Project Title: Engineer: Project ID: 2. ? Project Descr: Calculations per AiSC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: IBC 2012 Matena1 Jiópeiiis Analysis Method: Allowable Strength Design Fy : Steel Yield : 36.0 ksi Beam Bracing: Completely Unbraced E: Modulus: 29,000.0 ksl Bending Axis: Major Axis Bending cropfias I, Span 7.50 ft Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load for Span Number I Uniform Load: D = 0.06350 k/ft. Extent = 1.580 —>> 5.920 ft. Tributary Width = 1.0 ft Maximum Bending Stress Ratio = 0.354:1 Maximum Shear Stress Ratio = 0.016: 1 Section used for this span L3x3x114 Section used for this span L3x3x1I4 Ma: Applied 0.402 k-ft Va : Applied 0.1562 k Mn! Omega : Allowable 1.136k-ft Vn/Omega : Allowable 9.701 k Load Combination 0 Only Load Combination D Only Location of maximum on span 3.7501t Location of maximum on span 0.000 it Span # where maximum occurs Span #1 Span # where maximum occurs Span #1 Maximum Deflection Max Downward Transient Deflection 0.000 In Ratio = 0<240.0 Max Upward Transient Deflection 0.000 In Ratio = 0 <240.0 Max Downward Total Deflection 0.111 In Ratio = 812 >=180, Max Upward Total Deflection 0.000 in Ratio = 0-4180.0 OveriifMaxiiüm Deflections '- - Load Combination Span Max. '- Deli Location In Span Load Combination Max. '+' Deli Location in Span 0 Only 1 0.1108 3.771 0.0000 0.000 - -, Support notation Far left is#1 Values inKIPS Vertical Reactions Load Combination Support I Support 2 Overall MAX mum 0.156 0.156 Overall MiNimum 0.094 0.094 D Only 0.156 0.156 +0.60D 0.094 0.094 Untempered . 23 Performance and Dimensional Data XKSFB.XKSFD. 3 DirnensonaI Data - Stand Alone Arrangement HZ and DB - Standard Weatherhood 1 I H05 18.4 H08 1 18.4 D T- A 2 2 XKSFD-70-H05-01 XKSFD-80-H08-01 XKSFD-90-H08-01 Power rating (BHP) does not Include drive losses. Performance ratings do not include the effects of appurtenances in the slrstream. lift [49). ACCUROC 44. 11 10 II ;p ' io J c15j P 111111 Ii L ii P I p EBz f i ii o oI1I!ijII The Shoppes . (nil RESTAURANT ROW 1111111111 P P P P P P P PP PP I 1II c' FHAORIIRCIlJATION lillllllllllill 2SNIELCAARNOREAL CARLRNAO CALIFORNIA . ii SAN DIEGO REGIONAL I OFFICE USE ONLY HAZARDOUS MATERIALS 'RECORD ID#________________________________ IPLAN CHECK #__________________ OCCC" QUESTIONNAIRE I BP DATE I I Business Name li)(b Business Contact [A Telephone # 71S1 Project Address 95 U*%UID 2L Pit State State CA Zip Code 01 16 I APN# 156 32 -07 /o Mailing Address io . City W6itZiTr4 Ats Dno State C4 Zin ( q nr 2L' I Plan File# I Project Contact 1'ot) 'b&flftP%tIW licant E- all a Ccov4.. Telephone # IZT1 -'ji The following questions represent tfle facility's activities, NOT tfle specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for prolects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives I the answer to any Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES Ng (for new construction or remodeling projects) 0 ' Is your business listed on the reverse side of this form? (check all that apply). 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 ' Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 0 Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 Will your business use an existing or install an underground storage tank? 0 Will your business store or handle Regulated Substances (CalARP)? I 0 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). CalARP Exempt Date Initials CalARP Required Date Initials CaIARP Complete Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomo(lsdcountv.ca.aov (858) 586-2650). [*No stamp required if QI Yes and Q3 Yes and Q446 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project. [Excludes garages & small outbuildings.] YES NO 0 Will the project disturb 160 square feet or more of existing building materials? 0 Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 9 (ANSWER ONLY IF QUESTION I or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 f Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdaocd.org/info/facts/permits.Ddf) for typical equipment requiring an APCD permit. 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school ) boundary Briefly describe business activities: Briefly describe proposed project: CA',L*L VuitL r/e9Isr ( III W i8w Lot -&i cfla.i _t4T LofUIWA*UT that to the best of my Name of Owner or Authorized Aaent FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: and I44fPIicf responses made herein are true and correct. ignaj&oner or # OFFICAL USE ONLY: BY: DATE: I / EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD -A stamp in mis oox only exempts ousinesses trom completing or upoating a Hazardous materials business Plan. Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division INDUSTRIAL WASTEWATER DISCHARGE PERMIT 7 Date 7f SCREENING SURVEY f Business Name LUMS Lut6 Thto 94p ENCNA W.STLWMOI AUTHORiTY Street Address L C.VirJu r*JL L#*AJV L1 CAAJ() Email Address 1 'tJ8k&VI tf lLlk& 6t-. (M_ PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: kfss Acid Cleaning Ink Manufacturing Nutritional Supplement! Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining / Milling Painting I Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting I Forming Pesticide Manufacturing! Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film IX-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap! Detergent Manufacturing Industrial Laundry Waste Treatment! Storage I SIC Code(s) (if known): Brief description otbusinss activities (Production / Manufacturing Operations):, Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal I day): List hazardous wastes generated (type / volume): Date operation began/or will begin at this location: Have you ap Jfor a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes N If yes, when: Site ntact ii() ktiAi 1&Ak43 Title YkoR4T tAA*kM Signature'JtJ— Phone No. -uas (i71'( ENCINA WAS7$'1(fIW 4U1-IORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 <44 CITY OF CARLSBAD PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov BuiIdingtcarIsbàdca.gov Project Address: Permit No.: Information provided below refers to work being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. - Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains .................................................. ..... New building sewer line? .........................................................................................Yes No Numberof new roof drains? ............................................................................................................... Install/alter water line? ......................................................................................................................... Numberof new water heaters? ......................................................................................................... Number of new, relocated or replaced gas outlets? .................................................................... Numberof new hose bibs? .................................................................................................................. 0 Residential Permits: New/expanded service: Number of new amps: Minor Remodel only. Yes No Commercialllndustrial: Tenant Improvement: Number of existing amps involved/n this Drolect: Number of new amps involved in this proJect. New Construction: Amps per Panel: Single Phase Number of new amperes ThreePhase.................................................................Number of new amperes _10 Three Phase 480........................................................Number of new amperes izoo _ Numberof new furnaces, A/C, or heat pumps? ......................................................................... .0 New or relocated duct work? .......................................................................... Yes No Numberof new fireplaces? ................................................................................................................. 0 Numberof new exhaust fans? ............................................................................................................ 4 Relocate/install vent? ............................................................................................................................ Numberof new exhaust hoods? ........................................................................................................ Numberof new boilers or compressors?...........................................................Number of HP 0 B-18 Page 1 of 1 Rev. 03/09