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Home My WebLink About2100 COSTA DEL MAR RD; BLEACHERS; CB131519; Permit01-28-2014 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: Building Inspection Request Line (760) 602-2725 CB131519 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title. 2100 COSTA DEL MAR RD CBAD Tl Sub Type COMM 2165900100 Lot# 0 $0 00 Construction Type NEW Reference # Status Applied Entered By Plan Approved Issued Inspect Area PB Plan Check # EXPIRED 06/21/2013 RMA 07/26/2013 07/26/2013 LA COSTA RESORT-TEMPORARY BLEACHERS FOR SOUTHERN CALIFORNIA TENNIS OPEN Applicant T AND B EQUIPMENT CO INC Owner' LC INVESTMENT 2010 INC 11065 LEADBETTER RD ASHLAND VA 23005 804 798-2000 1601 ELM ST DALLAS TX 75201 Building Permit $0 00 Meter Size Add'l Building Permit Fee $130.00 Add'l Red Water Con Fee $0 00 Plan Check $0 00 Meter Fee $0 00 Add'l Building Permit Fee $696 00 SDCWA Fee $0 00 Plan Check Discount $0 00 CFD Payoff Fee $0 00 Strong Motion Fee $1 00 PFF (3105540) $0 00 Park Fee $0 00 PFF (4305540) $0 00 LFM Fee $0 00 License Tax (3104193) $0 00 Bndge Fee $0 00 License Tax (4304193) $0 00 BTD #2 Fee $0 00 Traffic Impact Fee (3105541) $0 00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0 00 Renewal Fee $0 00 PLUMBING TOTAL $0 00 Add'l Renewal Fee $0 00 ELECTRICAL TOTAL $0 00 Other Building Fee $0 00 MECHANICAL TOTAL $0 00 Pot Water Con Fee $0 00 Master Drainage Fee $0 00 Meter Size Sewer Fee $0 00 Add'l Pot. Water Con Fee $0 00 Redev Parking Fee $0 00 Reel Water Con Fee $0 00 Additional Fees $0 00 Green BIdg Stands (SB1473) Fee $1 00 HMP Fee 9? Fire Expedidted Plan Review $0.00 Green BIdg Standards Plan Chk 99 Fire Expedidted Plan Review TOTAL PERMIT FEES $828 00 Total Fees $828 00 Total Payments To Date $828 GO Balance Due: $0.00 Inspector FINAL APPF Date Clearance NOTICE' Please take NOTICE that approval of your project inclyjleSthe "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from thg^dafethis permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Governmgnt<^e 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 nght to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a 1^1^ !!0^#^*S°M'#l^"^ ^^s previously othenwise expired PERMIT HAS EXPIRED IN ACCORDANCE WITH C B 0 SECTION 106.4.4 AS AMENDED BY C.MJC.18.04.030 DATE 6NATURE THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE. IZlPLANNING nENGINEERING TSBUILOING 'gCflRE • HEALTH nHAZMAT/APCD ^ CITY OF Building Permit Application 1635 Faraday Ave , Carlsbad, CA 92008 Ph 760-602-2719 Fax 760-602-8558 CARLSBAD'-? ^ email building@carlsbadcagov Plan Check No. Est. Value Plan Ck Deposit. Q(J^ ^9 Q /XrrH^ate ISWPPP JOB ADDRESS LA Cb^TA 9-^t>^ SUiTE#/SPACE#/UNIT# CT/PROJECT # # BATHROOMS TENANT BUSINESS NAME CONSTR TYPE DESCRIPTION OF WORK: /nc/ude Square Feet of Affected EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YESQ# NQ| I AIR CONDITIONING YES I |NO| I FIRE SPRINKLERS YES I |NO| I APPLICANT NAME (Primary Contact) ^V04 M 'NJ APPLICANT NAME (Secondary Contact) C^(_^YY '^^^•^Vi, ADDRESS ADDRESS STATE STATI PHONE^ EMAIL PROPERTY OWNER NAME CONTRACTOR BUS. NAME < ADDRESS < —i S--1 : ADDRESS, PHONE ; ZTryT, Ail t, [FAX CITY STATE PHONE i EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS joo . CITY BUS LIC# , _ (Sec 70315 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)) Workers' Compensation Declaration / hereby affirm under penalty of perjury one of ttie following declarations ! and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the perfonnance of the work for which this permit is issued I have and will maintain workers^cotnpensatior^, required by Secton 3700 of the Labor Code, for the perfomianqp pf the jprk foyvh|qh JJisjierrrnt is issued My workers' compensatj Policy No man^^hi Expiration Date. sation ind^irancelcarner and policy "7 Uft-tCH number are Insurance Co '— *r- ~»» This section need not be completed if the permit is for one hundred dollars ($100) or less I I Certificate of Exemption. I certify that m the perfonnance of the work for which this pemiit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of Califomia WARNING. Failure to speure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, dalnages as provided |enin Section 37^Sj>f t|f?Qabor cod^interest and attorney's fees. "^CONTRACTOR SIGNATURE \ J CAA></N^ J-> ^"^^ • AGENT DATE / heretiy affirn? that I am exempt from Contractor's License Law for the following reason I I I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) I I I, as owner of the property, am exclusively contracting with licensed contractors to constnjct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) I I I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and matenals for construction of the proposed property improvement I [Yes I iNo 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supereise and provide the major work (include name / address / phone / contractors' license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) >€S'PR0PERTY OWNER SIGNATURE QAGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous matenals registration form or nsk management and preventon program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account AcP f' Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control djstnct or air quality management distncf Yes No Is the facility to be constmcted within 1,000 feet of the outer boundary of a school site'' '""JYes '. No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BETSSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 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 I ceAjfy that I have read the applicabon and state that the above information is conect and that the infbmiabon on the plans is accurate. I agree to comply with all City ordinances and State laws relatng to building construction. 1 hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property fer inspecton purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CAfRLSBAD AGAINST ALL LIABILITIES, JUDGI\^ENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CfTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA pennit is required for excavatons over 5'0' deep and demolition or constaiction of stnictures over 3 stones in height EXPIRATION Every pennit issued by the Building OfScial under the proviscns of this Code shall expire by limitation and become null and void if the building orv»ri( authonzed by such pemiit is not commenced within 180 days from the date of such pennit or if the building or work authonzed by such pemnit is suspended or abandoned at any time after the work is commenced for a penod of 180 days (Section 106 4 4 Uniform Building Code) JS^APPUCAUVS SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. C E R T I F I C, CCUPANCY Only) Fax (760) 602-8560, Email buildinq(5).carlsbadca gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, Califomia 92008 C0#: (Office Use Only) CONTACT NAME OCCUPANT NAIVIE ADDRESS BUILDING ADDRESS CITY STATE STATE ZIP Carlsbad CA FAX EMAIL OCCUPANT'S BUS LIC No DELIVERY OPTIONS PICKUP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg 1) IVIAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg 1) ASSOCIATED CB#- IVIAIL/FAX TO OTHER:. NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION ^APPLICANT'S SIGNATURE DATE Inspection List Permits: CB131519 Type: Tl COMM LA COSTA RESORT-TEMPORARY BLEACHERS FOR SOUTHERN CALIFORN Date Inspection Item Inspector Act Comments 07/30/2013 19 Final Structural PB CO Tuesday, January 28, 2014 Page 1 of 1 RECORD OF CONSTRUCTION OBSERVATION TO: Cirr OF CARLSBAD COmUNIir i ECONOMIC DEVELOPMENT 1635 FARAPAT AVB. CARLSBAD, CALIFORNIA ^2008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 20I3 JOB NO. 13231 RE: SOUMTERN CALIFORNIA OPEN LA COSTA RESORT AND SPA LOCATION: LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 2013 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 S EQUIPMENT CO., INC. LOCATION OF OBSERVATION: I20' X '^ ROUJ CHAIR STAND 4 I/A2 108'x 13 ROlU BLEACHER OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: N/A SUPERINTENDENT: JIM MCGLYNN ^ Rfe^ ^LLaJ DESCRIPTION OF CONSTRUCTION OBSERVED: CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: I , . » ^ , JOE Pi. HM.L, P. E. - PRESIDENT JOE P. HILL, P.E. CONSULTir»€rSTRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO, TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 RECORD OF CONSTRUCTION OBSERVATION TO: CITY OF CARLSBAD COMMUNITY 4 ECONOMIC DEVELOPMENT 1635 FARADAY AVB. CARLSBAD, CALIFORNIA 12008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 iq 2013 13231 JOB NO. RE: SOUHTERN CALIFORNIA OPEN LA COSTA RESORT AND SPA LOCATION: LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 11/ 2013 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 B EQUIPMENT CO., INC. LOCATION OF OBSERVATION: 1/A4 12'X 1 ROUJ CHAIR RISER OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: N/A SUPERINTENDENT: JIM MCCaLYNN ^^S=i^J^JJ^ DESCRIPTION OF CONSTRUCTION OBSERVED: CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: BY: JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO, TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 RECORD OF CONSTRUCTION OBSERVATION TO: CITY OF CARLSBAD COMMUNITY 4 ECONOMIC DEVELOPMENT 1635 FARADAY AvB. CARLSBAD, CALIFORNIA 12008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 11, 2013 13231 JOB NO. RE: SOUHTERN CALIFORNIA OPEN LA COSTA RESORT AND SPA LOCATION: LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 11, 2013 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 B EQUIPMENT CO., INC. LOCATION OF OBSERVATION: 10' X 1 ROUJ CHAIR STAND 84' X 4/10 ROUJ BLEACHER 1/A5 66'X 12' TV FLOOR OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: N/A SUPERINTENDENT: JIM MCCaLYNN', ^\X^ DESCRIPTION OF CON^RUCTION OBSERVED: CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: I. HAviPi2/^H^ ^ \Xo\ PHJI^MBP*. . HILL, P. E. - PRESIDENT JOE P. HILL, P.E. CONSULTtNa^STRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO, TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 RECORD OF CONSTRUCTION OBSERVATION TO: CITY OF CARLSBAD COMMUNITY 4 ECONOMIC DEVELOPMENT 1635 FARADAY AVB. CARLSBAD, CALIFORNIA 12008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 11, 2013 JOB NO. 13231 RE: SOUHTERN CALIFORNIA OPEN LA COSTA RESORT AND SPA LOCATION: LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 II, 2013 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 B EQUIPMENT CO., INC. LOCATION OF OBSERVATION: 2/A1 120' X 3 ROUJ STAND 108' X 13 ROUJ BLEACHER OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: N/A SUPERINTENDENT: JIM MCCaLYNN DESCRIPTION OF CONSTRUCTION OBSERVED: CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: BY: I. i L/l ^ . .JO^ P-;I'!LL, p. E. - PRESIDENT. JOE P. HILL P.E. CONSULTINlsT^TRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO, TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 RECORD OF CONSTRUCTION OBSERVATION TO: CITY OF CARLSBAD COMMUNITY 4 ECONOMIC DEVELOPMENT 1635 FARADAY AVB. CARLSBAD, CALIFORNIA 12008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 II, 20I3 JOB NO. 13231 RE: SOUHTERN CALIFORNIA OPEN LA COSTA RESORT AND SPA LOCATION: LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 II, 2013 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 B EQUIPMENT CO., INC. LOCATION OF OBSERVATION: \/A% 18' X 3 ROUJ CHAIR STAND OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: N/A SUPERINTENDENT: JIM MCGLYNN ; AU^E»i DESCRIPTION OF CONSTRUCTION OBSERVED: CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: >E P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO. TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 Jbh RECORD OF CONSTRUCTION OBSERVATION TO: CITY OF CARLSBAD COMMUNITY 4 ECONOMIC DEVELOPMENT 1635 FARADAY AVE. CARLSBAD, CALIFORNIA 12008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 11, 2013 JOB NO. 13231 RE: SOUHTERN CALIFORNIA OPEN LA COSTA RESORT AND SPA LOCATION: LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 II, 20I3 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 B EQUIPMENT CO., INC. LOCATION OF OBSERVATION: 54' X 13 ROUJ BLEACHER I/A1 COURT 2 CEAST 4 UJEST; OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: N/A SUPERINTENDENT: JIM MC6LYNN idty. AUUfeJ DESCRIPTION OF CONSTRUCTION OBSERVED: CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: V JOE P. HILL, P.E. CONSULtlNGK^TRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO, TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 RECORD OF CONSTRUCTION OBSERVATION TO: CITY OF CARLSBAD COMMUNITY 4 ECONOMIC DEVELOPMENT 1635 FARADAY AVE. CARLSBAD, CALIFORNIA 12008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 11, 20I3 13231 JOB NO. RE: SOUHTERN CALIFORNIA OPEN LA COSTA RESORT AND SPA LOCATION: LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 11, 2013 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 B EQUIPMENT CO., INC. LOCATION OF OBSERVATION: 1/AlO 42' X 1 ROUJ BLEACHER COURT CUJEST; OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: N/A SUPERINTENDENT: JIMMCGLYNN KE^CAU^^^ DESCRIPTION OF CONSTRUCTION OBSERVED: CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: CO JOE, P. LL, P. E. - PRESIDENT , >E P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO, TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 RECORD OF CONSTRUCTION OBSERVATION TO: CITY OF CARLSBAD COMMUNITY 4 ECONOMIC DEVELOPMENT 1635 FARADAY AVE. CARLSBAD, CALIFORNIA 12008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 11, 2013 JOB NO. 13231 RE: SOUHTERN CALIFORNIA OPEN LA COSTA RESORT AND SPA LOCATION: LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 11, 2013 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 B EQUIPMENT CO., INC. LOCATION OF OBSERVATION: 120' X 1 ROUJ CHAIR STAND 4 1/A2 108'x 13 ROUJ BLEACHER OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: N/A SUPERINTENDENT: JIM MCC5LYNN ^ Rfe^^U-SU DESCRIPTION OF CONSTRUCTION OBSERVED: CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: , JOE PC. HILL, P. E. - J>RESIDENT JOE P. HILL, P.E. C0NSULTII9€rSTRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO, TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 RECORD OF CONSTRUCTION OBSERVATION TO: CITY OF CARLSBAD COMMUNITY 4 ECONOMIC DEVELOPMENT 1635 FARADAY AVE. CARLSBAD, CALIFORNIA 12008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 11, 20I3 13231 JOB NO. RE: SOUHTERN CALIFORNIA OPEN LA COSTA RESORT AND SPA LOCATION: LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 11. 2013 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 B EQUIPMENT CO., INC. LOCATION OF OBSERVATION: 1/A4 12'x 1 ROUJ CHAIR RISER OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: N/A SUPERINTENDENT: JIM MCGLYNN DESCRIPTION OF CONS^TRUCTION OBSERVED CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: HILL, P.E. CONSULTING STRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO, TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 RECORD OF CONSTRUCTION OBSERVATION TO: CITY OF CARLSBAD COMMUNITY 4 ECONOMIC DEVELOPMENT 1635 FARADAY AVE. CARLSBAD, CALIFORNIA 12008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 11, 2013 13231 JOB NO. RE: SOUHTERN CALIFORNIA OPEN LA COSTA RESORT AND SPA LOCATION: LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 11, 2013 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 B EQUIPMENT CO., INC. LOCATION OF OBSERVATION: lO'x 1 ROUJ CHAIR STAND 84' X 4/IO ROUJ BLEACHER 1/A5 66'X 12' TV FLOOR OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: N/A SUPERINTENDENT: JIM MCGLYNN > Al-U&tJ DESCRIPTION OF CONSTRUCTION OBSERVED: CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: . HILL, p. E. - PRESIDENT JOE p. HILL, P.E. CONSULTlNG^TRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO, TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 RECORD OF CONSTRUCTION OBSERVATION TO: CITY OF CARLSBAD COMMUNITY 4 ECONOMIC DEVELOPMENT 1635 FARADAY AVE. CARLSBAD, CALIFORNIA 12008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 11, 2013 13231 JOB NO. RE: SOUHTERN CALIFORNIA OPEN LA COSTA RESORT AND SPA LOCATION; LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 11, 2013 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 B EQUIPMENT CO., INC. LOCATION OF OBSERVATION: 120' X 3 ROUJ STAND 2/A1 I08' X 13 ROUJ BLEACHER OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: N/A SUPERINTENDENT: JIM MCGLYNN DESCRIPTION OF CONSTRUCTION OBSERVED: CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: BY: I. , i/t ^ JOE P.J^ILL, P. E. - PRESIDENT. JOE P. HILL, P.E. CONSULTINGSTRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO, TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 RECORD OF CONSTRUCTION OBSERVATION TO: CITY OF CARLSBAD COMMUNITY 4 ECONOMIC DEVELOPMENT 1635 FARADAY AVE. CARLSBAD, CALIFORNIA 12008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 11, 2013 13231 JOB NO. RE: SOUHTERN CALIFORNIA OPEN LA COSTA t^SORT AND SPA LOCATION: LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 11, 2013 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 B EQUIPMENT CO., INC. LOCATION OF OBSERVATION: l/At> 18' X 3 ROUJ CHAIR STAND OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: N/A SUPERINTENDENT: JIM MCGLYNN : ALt£t4 DESCRIPTION OF CONSTRUCTION OBSERVED: CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: >E p. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO, TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 RECORD OF CONSTRUCTION OBSERVATION TO: CITY OF CARLSBAD COMMUNITY 4 ECONOMIC DEVELOPMENT 1635 FARADAY AVE. CARLSBAD, CALIFORNIA 12008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 11, 2013 JOB NO. 13231 RE: SOUHTERN CALIFORNIA OPEN LA COSTA RESORT AND SPA LOCATION: LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 11, 2013 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 B EQUIPMENT CO., INC. LOCATION OF OBSERVATION: I/A1 54' X 13 ROUJ BLEACHER COURT 2 CEAST 4 UJEST; OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: NM SUPERINTENDENT: JIM MCGLYNN DESCRIPTION OF CONSTRUCTION OBSERVED: CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: ^ JOE P. HILL, P.E. CONSULTING^TRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO, TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 RECORD OF CONSTRUCTION OBSERVATION TO: CITY OF CARLSBAD COMMUNITY 4 ECONOMIC DEVELOPMENT 1635 FARADAY AVE. CARLSBAD, CALIFORNIA 12008 ATTN: MICHAEL PETERSON DATE: JULY 18 4 11, 2013 13231 JOB NO. RE: SOUHTERN CALIFORNIA OPEN LA COSTA RESORT AND SPA LOCATION: LA COSTA, CALIFORNIA OBSERVATION DATE: THURSDAY 4 FRIDAY JULY 18 4 11, 2013 ARCHITECTURAL REPRESENTATIVE: N/A CONTRACTOR: T 4 B EQUIPMENT CO., INC. LOCATION OF OBSERVATION: 1/AlO 42' X 1 ROUJ BLEACHER COURT CUJEST; OBSERVER: JOE P. HILL, P. E. LABORATORY REPRESENTATIVE: N/A SUPERINTENDENT: JIM MC6LYNN DESCRIPTION OF CONSTRUCTION OBSERVED: CONFORMANCE TO PLANS COMMENTS AND RECOMMENDATIONS: CO ) yJi ^ , JOE, P. £i(LL, P. E. - PRESIDENT , ' V_1JJ0E P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING 1801 NORTH HAMPTON ROAD, SUITE NO. 440 DE SOTO, TEXAS 75115 MAIN : (972) - 283-5111 FAX : (972) - 283-5113 <£ CITY OF ViCARLSBAD Community & Economic Development www.carlsbaclca.gov December 3, 2013 l^rl* • '•^Ixl.J COPY Permit Number CB131519 Issue Date July 26, 2013 L C INVESTMENT 2010 INC T AND B EQUIPMENT CO INC 1601 ELM ST 11065 LEADBETTER RD DALLAS TX 75201 ASHLAND VA 23005 RE: BUILDING PERMIT EXPIRATION ADDRESS: 2100 COSTA DEL MAR RD PERMIT TYPE: TENANT IMPROVEMENT PLEASE CALL FOR AN INSPECTION IF WORK IS COMMERCIAL COMPLETE Our records indicate that your building permit will expire by limitation of time on January 22, 2014 The provisions of CBC, Section 105.5 as amended by the Carlsbad Municipal Code state' "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 one hundred eighty calendar days from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of one hundred eighty 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 one hundred eighty 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 one hundred eighty 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 may apply 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. Project abandoned A new permit will be obtained prior to commencing work. No fee extension requested for 180 days, (must attach a letter of explanation) 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 Janean Hawney Office Specialist h Building Division 1635 Faraday Avenue, Carlsbad. CA 92008-7314 T 760-602-2700 F 760-602-8560 ® Carlabd 13-1519 7/26/13 EsGil Corporation In (Partners Hip witti government for (BuiCdtng Safety DATE: 7/26/13 • APPLICANT ^ JURIS JURISDICTION: Carlabd • PLAN REVIEWER • FILE PLAN CHECK NO.: 13-1519 SET III PROJECT ADDRESS: La Costa Resort PROJECT NAME: Temporary Outdoor Bleacher Seating ( Bleacher Structural Only) I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. XI 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: [XI EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jim McGlynn Telephone #: Date contacted: (by ) Email: Fax #: XI REMARKS: A. The 8 X11 sheets A1 & B1 stapled to the full size plan sheets must be included on the city set of make a 2"^ set of approved plans. B. This plan approval applies to the bleacher seating only. The approval does not apply to the exit system beyond the temporary bleacher seating. The plan approval does not apply disabled access facilities beyond the bleacher seating. The plan approval does not apply to the code required rest room fixtures for the event. By: Chuck Mendenhall Enclosures: EsGil Corporation • GA • EJ • PC E-mail In EsGii Corporation In (Partnership wit/i government for (BuiCcfing Safety DATE: 7/24/13 • APPLICANT JURIS JURISDICTION: Carlabd • PLAN REVIEWER • FILE ^ PLAN CHECK NO.: 13-1519 SET II ^ /^^^^ PROJECT ADDRESS: La Costa Resort ^^^^ ^3^/*^ PROJECT NAME: Temporary Outdoor Bleacher Seating I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list transmitted herewith Is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. X The applicant's copy of the check list has been sent to: T & B Equipment Co , Att'n: Jim McGlynn 11065 Leadbetter Rd., Ashland, VA 23005 I I EsGil Corporation staff did not advise the applicant that the plan chec-k has been completed. IX EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jim McGlynn Telephone #: (623) 293-7404 Date contacted:-^^^^/^ (by:^^) Email: imcqlvnn^tbequipment.com Fax #: (804) 798- \^Mail Telephone V^Fax In Person • REMARKS: By: Chuck Mendenhall Enclosures: EsGil Corporation • GA • EJ • PC 7/18/13 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlabd 13-1519 7/24/13 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Please provide an exit analysis plan Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. Section 107.2.3. Also, include in the exit analysis a site exit analysis showing the exit flow from the seating area to public way. Occupants must have exit access to a public way. The response indicates NA to Joe P Hill. To be addressed by others. This was not provided by others. The exit analysis must include not only the exit width of the bleacher seating but the exits to a public way from the seating area. An area of particular concern is the exiting onto what is termed "Patio Roof: shown in detail 1/A4. What is meant by a patio? Is this really an exiting deck. Has the patio/ deck been designed for exit loading of 100 PSF as required for the bleacher exiting system? 3. Provide calculations to show compliance with CPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities for this event) The response was N/A for Joe P Hill. To be addressed by others". This has not been addressed. STRUCTURAL 4. Note on the plans that the design engineer of record must provide special inspection of the completed structural system and notify the Building Official in writing that the construction was inspected by him and found to comply with the design and the code prior to final approval for use by the City. CBC Section 1704.15 The response was this will be performed by the engineer of record and report submitted to the city". This must be noted on the plans. 6. The material specifications listed on sheet B1 lists the frames as 1.625 X0.9 and bracing is 1"X0.73" tubular steel. There is no listing for the 1.25" X .073" bracing members used In the RISA design. Please clarify. The response was generally " we used this member size in the RISA design" This is true but the material specifications found on sheet B1 indicates the " Bracing is 1" o.d. X .073". This is not consistent with the design. The material specifications on the plans must be consistent with the design, Carlabd 13-1519 7/24/13 DISABLED ACCESS SANITARY FACILITIES The response to the disabled access requirements listed below was " N.A< to Joe P Hill. Shall be addressed by others". The following items have not been addressed by others 8. Show on the plans the location and number of disabled accessible rest room facilities. Where separate facilities are provided for persons of each sex, these facilities shall be accessible to persons with disabilities. Where unisex facilities are provided, these facilities shall be accessible to persons with disabilities, per Section 1115B.2. 9. Show that passageways leading to sanitary facilities have required clear access widths, per Section 1115B.5. Show that all doorways have: • >32" clear opening. • A clear area: • >60" in the direction of the door swing. • >44" away from the direction of door swing. • All strike edge clearance dimensions are required to be met (I.e. 18" strike edge distance). 10. Note that the doorways leading to sanitary facilities shall be identified, per Section 1115B.6, as follows: An equilateral triangle VA thick with edges 12" long and a vortex pointing upward at men's rest rooms. A circle %" thick, 12" in diameter at women's rest rooms. A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. The required symbols shall be centered on the door at a height of 60". Braille signage shall also be located on the wall adjacent to the latch outside of the doonways leading to the sanitary facilities, per Section 1117B.5.1. 11. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 1115B.3.2. The space is required to be: • >60" diameter. • A T-shaped space as shown in Figure 11B-12(a) and (b). • Doors are not permitted to encroach Into this space by more than 12 inches. 12. Show that the water closet is located in a space, per Section 1115B.3.2.3, which provides: • A clear space in front of the water closet measuring 60" wide by 48" in front. Section 1115B.4.1.2. See the following figures: Carlabd 13-1519 7/24/13 50" MIN. CENTERLINE OF FIXTURE CLEAR B-OORSP^' HATCHED ^:t^w^E^jvERlK(^ i-MANBUVERITOSPfCEi" '(a);ci£ARANCES'AT WATiffCtiOSET/ 13. Doors shall not swing into the clear floor space required for any fixture but may swing into that portion of the maneuvering space which does not overlap the required clear floor space. Maintain the required clearances at the lavatory/water closet without the entry door swinging into those areas. Section 1115B.3.2.2. 14. Show, or note, on the plans that the accessible water closets meet the following requirements, per Section 1115B.4.1: • The seat is to be >17" but <19" in height. The controls for flush valves shall be: Carlabd 13-1519 7/24/13 • Mounted on the side of the toilet area. • Be <44" above the floor. 15. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 1115B.4.2: • The rim of at least one urinal shall: • Project at least 14" from the wall. • Be <17" above the floor. • The control mechanism is to be located <44" above the floor. • >30" X 48" clear floor space is provided in front of the accessible urinal. Section 1115B.4.2. 16. Show that accessible lavatories comply with the following, per Sections 1115B.4.3: • >30" X 48" clear space is provided in front for fonA/ard approach. The clear space may include knee and toe space beneath the fixture. • When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall. • The counter top is <34" maximum above the floor. • >29" high, reducing to 27" at a point located 8" back from the front edge. • >9" high x 30" wide and 17" deep at the bottom. • Hot water pipes and drain lines are insulated. 17. Show that grab bars comply with the following, per Section 1115B.4: Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". Grab bars at the side shall be located: 15" to 16y2" (±1") from the center line of the water closet stool. Be >42" long with the front end positioned 24" in front of the stool. Total length of bars at the back shall be >36". The diameter, or width, of the grab bar gripping surface is >1 %" but <1 /4", or the shape shall provide an equivalent gripping surface. If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1V2". END OF RECHECK 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. Carlabd 13-1519 7/24/13 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. EsGil Corporation In (PartnersHip with government for (ButCcfing Safety DATE: 7/2/13 •yvPPUCANT ^JURIS JURISDICTION: Carlabd • PLAN REVIEWER • FILE PLAN CHECK NO.: 13-1519 SET. I PROJECT ADDRESS: La Costa Resort PROJECT NAME: Temporary Outdoor Bleacher Seating [~n The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes rn ^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. r~] 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. r~] The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 1X1 The applicant's copy of the check list has been sent to: T & B Equipment Co., Att'n: Tom McGwynn 11065 Leadbetter Rd., Ashland, VA 23005 C~] 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: Tom McGwynn Telephone #: (623) 293-7404 Date contacted: •-H'Z-^ (byi^Ni^ Email: Fax #: (804) 798-8515 *^ail ^e|,e^we ^^sx In Person • REMARW' By: Chuck Mendenhall Enclosures: EsGil Corporation • GA • EJ • PC 6/25/13 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlabd 13-1519 7/2/13 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 13-1519 JURISDICTION: Carlabd OCCUPANCY: A-5 USE: Bleachers for Outdoor viewing TYPE OF CONSTRUCTION: VB ACTUAL AREA: 22,800 sq ft Approx. ALLOWABLE FLOOR AREA: UL STORIES: NA HEIGHT: 40ft Max SPRINKLERS?: NA OCCUPANT LOAD: 3000 Approx. REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE PLANS RECEIVED BY ESGIL CORPORATION. 6/25/13 DATE INITIAL PLAN REVIEW COMPLETED: 7/2/13 PLAN REVIEWER: Chuck Mendenhall 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 2010 CBC, which adopts the 2009 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 2009 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. Carlabd 13-1519 7/2/13 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Please provide an exit analysis plan Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. Section 107.2.3. Also, include in the exit analysis a site exit analysis showing the exit flow from the seating area to public way. Occupants must have exit access to a public way. 2. Include on the plans the aisle riser details for both the bench seating and the chair seating areas. Risers may not exceed 8". 3. Provide calculations to show compliance with CPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities for this event) • STRUCTURAL 4. Note on the plans that the design engineer of record must provide special inspection of the completed structural system and notify the Building Official in writing that the construction was inspected by him and found to comply with the design and the code prior to final approval for use by the City. CBC Section 1704.15. 5. The design of each of the support frames using RISA 3D lists the diagonal braces as 1.25" X0.073". The RISA input for each of the systems. The plan sheet B1 lists the diagonals as 1" X 0.073". this is not consistent with the design. Clearly show on the plans the difference and location of the diagonal and the cross bracing. The design input uses the term diagonal for the braces in the transverse direction and cross bracing/ horiz bracing for the braces in the longitudinal direction. Carlabd 13-1519 7/2/13 6. The material specifications listed on sheet B1 lists the frames as 1.625 X0.9 and bracing is 1"X0.73" tubular steel. There is no listing for the 1 25" X .073" bracing members used in the RISA design. Please clarify. 7 Where in the design calc's did you show that the V-l' bolted connections is adequate for the most critical shear loads? DISABLED ACCESS SANITARY FACILITIES 8. Show on the plans the location and number of disabled accessible rest room facilities. Where separate facilities are provided for persons of each sex, these facilities shall be accessible to persons with disabilities. Where unisex facilities are provided, these facilities shall be accessible to persons with disabilities, per Section 1115B.2. 9. Show that passageways leading to sanitary facilities have required clear access widths, per Section 1115B.5. Show that all doorways have: a) >32" clear opening. b) A clear area: i) >60" in the direction of the door swing. ii) >44" away from the direction of door swing. c) All strike edge clearance dimensions are required to be met (i.e. 18" strike edge distance). 10. Note that the doorways leading to sanitary facilities shall be identified, per Section 1115B.6, as follows: a) An equilateral triangle %" thick with edges 12" long and a vortex pointing upward at men's rest rooms. b) A circle %" thick, 12" in diameter at women's rest rooms. c) A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. d) The required symbols shall be centered on the door at a height of 60". e) Braille signage shall also be located on the wall adjacent to the latch outside of the doorways leading to the sanitary facilities, per Section 1117B.5.1. 11. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 1115B.3.2. The space is required to be: a) >60" diameter. b) A T-shaped space as shown in Figure 11 B-12(a) and (b). c) Doors are not permitted to encroach into this space by more than 12 inches. Carlabd 13-1519 7/2/13 12. Show that the water closet is located in a space, per Section 1115B.3.2.3, which provides: a) A clear space in front of the water closet measuring 60" wide by 48" in front. Section 1115B.4.1.2. See the following figures: ';'60'''MJN. in CENTERLINE OF FIXTURE FLUSH ACTIVATOR ON WIDE SIDE •ssrwN •GLEARaOOHSPACE- TOSWINSOVER'"' 13. Doors shall not swing into the clear floor space required for any fixture but may swing into that portion of the maneuvenng space which does not overlap the Carlabd 13-1519 7/2/13 required clear floor space. Maintain the required clearances at the lavatory/water closet without the entry door swinging into those areas. Section 1115B.3.2.2. 14. Show, or note, on the plans that the accessible water closets meet the following requirements, per Section 1115B.4.1: a) The seat is to be >17" but <19" in height. b) The controls for flush valves shall be: i) Mounted on the side of the toilet area. ii) Be <44" above the floor. 15. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 1115B.4.2: a) The rim of at least one urinal shall. i) Project at least 14" from the wall. ii) Be ^17" above the floor. b) The control mechanism is to be located ^44" above the floor. c) >30" X 48" clear floor space is provided in front of the accessible urinal. Section 1115B.4.2. 16. Show that accessible lavatories comply with the following, per Sections 1115B.4.3: a) >30" X 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. b) When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall. c) The counter top is <34" maximum above the floor. d) >29" high, reducing to 27" at a point located 8" back from the front edge. e) >9" high x 30" wide and 17" deep at the bottom. f) Hot water pipes and drain lines are insulated. 17. Show that grab bars comply with the following, per Section 111 5B.4: a) Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. b) They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". c) Grab bars at the side shall be located: i) 15" to 161/2" (±1") from the center line of the water closet stool. ii) Be >42" long with the front end positioned 24" in front of the stool. iii) Total length of bars at the back shall be >36". Carlabd 13-1519 7/2/13 d) The diameter, or width, of the grab bar gripping surface is >1 %" but <1 Vz, or the shape shall provide an equivalent gripping surface. e) If mounted adjacent to a wall, the space between the wall and the grab bar shall be r/z". END OF REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. Carlabd 13-1519 7/2/13 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlabd PLAN CHECK NO.: 13-1519 PREPARED BY: Chuck Mendenhall DATE: 7/2/13 BUILDING ADDRESS: La Costa Resort BUILDING OCCUPANCY: A-5 TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Outdoor Seating 22800 Hrly Air Conditioning Fire Spnnklers TOTAL VALUE Junsdiction Code Cb By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review • Complete Review • Structural Only • Repetitive Fee ^ Repeats Based on hourly rate • Other 0 Hourly EsGil Fee 6 Hrs. $696.00 Comments: Sheet 1 of 1 macvalue doc + i CITY OF PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 6/27/13 PROJECT NAME: La Costa Resort&Spa|temp bleachers PROJECT ID: CT 03-01 PLAN CHECK NO:CB131519 SET#:1 ADDRESS: ^^00 Costa Del Mar Rd APN: 216-590-01 VALUATION: APPLICANT CONTACT: jmcglyiin@tbeqiiipment.eom X This plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction & Inspection Division is required: Yes L1 No @ For status from a division not marked below, please call 760-602-2719 This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. PLANNING 760-602-4610 LAND DEVELOiMENT ENG. FIRE PREVENTION 760-602-4665 .. •/(•iO-602-4624 Cnris.Sexton@carlsbadca.gov Gi.i:-- "iiiz 760-602-4675 G1na.Ru12@carlsbadca.gov I Kathleen Lawrence _ _j 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Linda Ontiveros 760-602-2773 Linda.Ontlveros@carlsbadca.gov j Greg Rys.ix /oU-DU^-4obo Gregory.Ryan@carlsbadca.gov I Cindy Wong J 760-6024662 Cynthla.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www carlsbadca eov DATE: 6-24-13 PROJECT NAIVIE: PROJECT ID: PLAN CHECK NO: CB 13-1519 SET#: 1 ADDRESS: 2100 Costa Del Mar APN: ^ This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division Is required • Yes ^ No You may also tiave corrections from one or more of t/ie divisions listed below. Approval from these divisions may be required prior to t/ie issuance of a building permit. Resubmitted plans should include corrections from all divisions. Q This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: jmcglynn@tbequipment.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: V PLANNING aF 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION . 760-602^665 • X Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov n Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • 1 I Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca gov P^ECT ID: PUN CHECK NO: cbl311519 SET#: III ADDRESS: 2100 Costa Del Mar APN: DATE: 7/26/13 PROJECT NAIVIE: So Cal Tennis Open ^ This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required |^ Yes • No Q This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to imcglvnn@tbeauipment.com (and via usps) You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chrls.Sexton@carlsbadca.^ov 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 G regory. Rva n@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 [ Linda Ontiveros 760-602-2773 Linda.Ontlveros@carlsbadca.gov X Cindy Wong 760-602-4662 CYnthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. Page 1 of 2 THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. *** BUBBLE ALL CHANGES*** io Provide a Means of Egress and Exit Analysis Plan. iVieans of egress shaSI be shown to pyblic way. 2o Slieet A4; This area requires 2 exits. Provide 2 exits to pybiic way. indicate gate hardware, indicate swing of gate (which Is not shown). 3. Sheet A4; Existing Patio shown is depicted as stand-alone structure, Show eotir® building structure. Show elevation view of east stairway. This Is not inciudled in detail 2 c sheet A4. 4. No paths of travel are shown under the bleachers. Please show. Are these part of the MOE and need to be included in the exit analysis? Page 2 of 2 Carlsbad Fire Department Plan Review Requirements Category: Tl, COMM Date of Report: 07-26-2013 Reviewed by: Name: Address: T AND B EQUIPMENT CO INC 11065 LEADBETTER RD ASHLAND VA 23005 Permit #: CB131519 Job Name: LA COSTA RESORT-TEMPORARY Job Address: 2100 COSTA DEL MAR RD CBAD •^Nrf^MPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a reviewto^ carefully all comments attached^P^ to this office for re^^^^^^m6r^^mva\. Coi mce with theappligable, cpdes and/or standards. Please review '~^'^^^^Ff=pi»8ia^^r specificationsr^ffl°'etelnges "clouded", Cond: CON0006486 [NOT MET] 1. Provide a Means of Egress and Exit Analysis Plan. Means of egress shall be shown to public way. 2. Sheet A4: This area requires 2 exits. Provide 2 exits to public way. Indicate gate hardware. Indicate swing of gate (which is not shown). 3. Sheet A4: Existing Patio shown is depicted as stand alone structure. Show entire building structure. Show elevation view of east stairway. This is not included in detail 2 of sheet A4. 4. No paths of travel are shown under the bleachers. Please show. Are these part of the MOE and need to be included in the exit analysis? Entry: 07/18/2013 By: cwong Action: CO Cond: CON0006510 [MET] ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 07/26/2013 By: cwong Action: AP ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSIVIITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 7/18/13 PROJECT NAME: So Cal Tennis Open PRO^TID: PLAN CHECK NO: cbl31519 SET#: 11 ADDRESS: 2100 Costa Del Mar APN: Q This plan check review is complete and has been APPROVED by the fif^ivision. By: cwong A Final inspection by the Division is required |^ Yes • No ^ This plan checi< review is NOT COIVIPLErE. Items missing or incorrect are listed on the attached checi<list. Please resubmit amended plans as required. Plan Check Comments have been sent to imcgivnn@tbequipment.com (and via usps) You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marl^ed: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton . 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 GregorY.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Glna.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.£ov X Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominlc.Fieri@carlsbadca.gov Remarl<s: Page 1 of2 *** BUBBLE ALL CHANGES*** 1. Provide a IVIeans of Egress and Exit Analysis Plan. IVIeans of egress shall be shown to pyblic way. 2. Sheet A4: This area requires 2 exits. Provide 2 exits to public way. indicate gate hardware. Indicate swing of gate (which Is not shown). 3. Sheet A4: Existing Patio shown is depicted as stand-alone structure, Show entire building structure. Show elevation view of east stairway. This is not included in detail 2 c sheet A4. 4. No paths of travel are shown under the bleachers. Please show. Are these part of the MQE and need to be Included In the exit analysis? Page 2 of 2 SEISMIC/WIND CALCULATIONS FOR BLEACHER SEATING SOUTHERN CALIFORNIA OPEN LACOSTA RESORT AND SPA LA COSTA, CA A Ol-U-13 JOB: 1323^ DATE: 06-12-13 BY: OS CHD: •JPH JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET OF SHEET U B.) BLEACHER SUPPORT FRAME I.) LONGITUDINAL DIRECTION FY (STEEL) = 50,000 PS • 1 \iv A.) VERTICALS (I 5/8" X 0.09' WALL) A s ^.Um IN2 I = 0.128 INi S = 0.158 IN3 R = 0.5W IN 5336# 5536# / 0.W4 IN2 12,755 PSI. C870.5^3" 88.4 AXIAL LEG LOAD FA KL/B = B.) <£IAG0NAL (I Ml/ X O.Q75°^WIL^ I = 0.047 IN** S = 0.075 IN3 R = 0.416 IN 1/2" DIA. BOLT CALCULATION Abolt = 0 25xphix(0 5)'^2=0 1963 iN2 KSI Fv= 17 0 Vcap= Ab X Fv=0.1963 IN2 x 17 KSI=3.33 KIPS 1/4" STEEL ANGLE CONNECTION AstI conn=(2 -0 625)INCHES xO 25 =0 34375 INCH Fv= 14.4 KSI Vcap= Astlx Fv=0.34375 IN2 x 14.4 KSI=4.95KIPS MAXIMUM FORCES OF DIAGONAL OR CROSS BRACE MEMBERS FROM RISA-3D OUTPUT=1.0 KIP, MEMBER M20, PAGE 477 OF CALCULATION PACKAGE. SINCE MAX. FORCE = 1.0 KIP < Vbolt=3.33 KIPS THEREFORE 1/2" DIA. BOLT IS OK. JOB; 1323^ DATE: on-BY: OS CHD: JOE P. HILL, P.E. CONSULTING STRUCTURAL ENGINEERING SHEET 53^ OF Company • Joe P Hill, P.E , Inc Designer OS Job Number • T&B EQUIPMENT 13 ROW-SHORT -(2/A9) June 13, 2013 8;34 AM Checked By JPH ^nveloM ilTpmher Ht^nfinn Fnrreg (CnntinimH) Member Sec Axial [k] LC vShearfkl LC z Shearfk] LC Torque[k-ft1 LC y-y Momen LC z-z Momen.. LC 183 max .051 •024 0 jO. 009 ,184 mm. .001 .1 /-024.-1 -.01 185 max 17 .04 002 1'86 .mm -.004--.066 0 0 •003 187 max .208 .073 036 188 .iOOl --.11-1 3-0' --•064 189 max .208 073 102 '190-; .mm -"I'll !;-:0 •0 • -1 -.074. 191 max 1.001. •192' • mm 0' 0 193 max 1.001 .194-..-.417-. , 0 195 max 1.001 196-mm • -.417-. .1 0.-'0- 197 max 1.001 198 .mm •:-417-. -7. 0 1-. 199 max 1 001 •200 .mm. -.417 7.' .0 0 0' 201 M21 max •222 •003 Oil 202 mm -:374:.. •^003 0 .0 0' •;01 • 203 max •222 •003 .007 204--:374-•003 -0 ' 11. -:006.' 7- 205 max 222 •003 .002 206' niin' •:374 :003-0 •:ooi 207 max 222 •003 003 '208 •374 ' ..003-0' -.003 . 3 209 max 222 •003 •008 .210 ..374 :-:003 1:0. -:007 ;3 211 M22 .186 •002 •006 212 ;007 -.011-.- -•025. 213 max •186 •002 004 2-14;j •007 -.016 ,"13 215 max •186 •002 •003 21,6' mm :007-•^V-:01J1 1'V --•006'-£31 217 max •186 •002 •003 5218 miH' •007' ;g 1^ 2 , 219 max •186 •002 .013 220 •'007 • 1;.* •-0 •003 '.2 221 M23 max •093 •008 •015 222 mm .-.053 • 0)02--3. 223 max •093 •008 •009 224 •? .•OSS ' • ^?-:002' v'3 _jO_ '•A\ -"-,'0 --:005-'' 225 max 093 •008 •002 226 mm 1.3' '.^•002i *--1.. S:'003^ 227 max 093 •008 228'. mm' •-i053 :23r ^.•Q02-«.^0' -T004-4-'1 •• 229 max .093 .008 •001 ^230 s-:053 -" -.002 " -32 231 M24 max •01 .221 062 t232j mm. • -.202 >3 i_AiOLi; -V 0 :--056-' . 3- 233 max •01 221 .035 234-mm ^.202 ' > 0 -A, •; :0>!-J 235 max 01 .221 _0_ •007 i236> mini •-:202; l.ii 237 max .01 221 •02 ?238= mini •202 O'i-• -r • •;021- 239 max •01 .221 .045 240 mm ••202> g;c.o-.0 r-«.i048 "7- 241 M25 max .093 113 242 >min.: ^157A •^•'004 t.21. •0 X004. ;2 243 max •093 067 244 ML -.157''-v v/0 •:002" 245 max 093 •02 246v mm •157-•r;004 sO-. _1Q_ ••f4-. 247 max 093 •002 52^8"? imm '•^^r57..-.: i ^004. •0, r..?o £ ..•026 -.71 249 max •093 004 :250V ••1'57-.> •:O04 ;1073 251 M26 1 max •004 0 1 _0_ _0_ .004 RISA-3D Version 11.00 [X.\...\...\. .\CALCULATI0NS\A9\13 ROW BLEACHER - SH0RT.R3D] Page 477. SOUTHERN CALIFORNIA OPEN SEISMIC/WIND CALCULATIONS FOR BLEACHER SEATING SOUTHERN CALIFORNIA OPEN LACOSTA RESORT AND SPA LA COSTA, CA JOB 1323^1 DATE Ofe-12-13 OS CHD JPH JOE P. HILL, PJE. CONSULTING STRUCTURAL ENGINEERING SHEET OF CB131519 2100 COSTA DEL MAR RD LA COSTA RESORT-TEMPORARY Qi CArwPRc; FOR SOUTHERN CALIFORNIA TENNIS,, '?/5-//-> ^^^^^ . sw •ISSUED •cv Approved BUILDING PLANNING ENGINEERING FIRE Expedite? Y 7^ AFS Checked by L0£_ HazMat APCD Health Forms/Fees Sent Rec d Due? By Encrna Fire HazHealthAPCD PE&M School Sewer Stormwater Special Inspection CFD Y LandUse N Density ImpArea FY Annex Factor PFF Comments Date Building Planning Engineering Fire Date Date Date Need? a Done • Done • Done • Done a Done a Done