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Home My WebLink About2100 COSTA DEL MAR RD; ; CB032215; Permit12-17-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB032215 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2100 COSTA DEL MAR RD CBAD Tl Sub Type COMM Lot# 0 $25,000 00 Construction Type NEW Reference # LA COSTA RESORT & SPA-NEW ARRIVAL TOWER&ROOF MANSARD OVR EXST ROOF Status Applied Entered By Plan Approved Issued Inspect Area Plan Check* ISSUED 08/11/2003 CB 12/17/2003 12/17/2003 Applicant PATRICK ASKINS 200 BAKER STREET COSTA MESA CA 92626 714-641-0191 Owner Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $21519 Meter Size $0 00 Add'l Reel Water Con Fee $13987 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $5 25 PFF $0 00 PFF (CFD Fund) $0 00 License Tax $0 00 License Tax (CFD Fund) $0 00 Traffic Impact Fee $0 00 Traffic Impact (CFD Fund) $000 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $360 31 Total Fees $360 31 Total Payments To Date SO 00 Balance Due $360 31 1261 12/17/03 0002 01BUDING PLANS CGF STORAGE ATTACHED 02 360=31 Inspectoi FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with 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 limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635-Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK EST VAL Plan Ck Deposit Validated By Date Address (include Bldg/Suite tt)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No . Phase No Total tt of units 2 CONTACT PERSON .M different from applicant) •- State/Zip Telephone tt Fax ttName -TVPPLICAN .Contractor- Address | Agent for!5ontractor Q,Owner Name 4T" PLROPERTY;6WNER:: Address City State/Zip Telephone Address City State/Zip Telephone #Name 5 5 CONTRACTOR - COMPANY NAME ::. .lit. T ' : 3 """ '" i " JiV (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or 'hat 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]) Name State License # Address Lirense Class City State/Zip City Business License tt Telephone tt Designer Name Address City State/Zip Telephone State License tt _ ;6 WORKERS', CQMPENSAT ION .... , ..... E". ." tt- . "":•• ...... i S'" ' '.'•:' Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations [~1 | 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 Q I have and will maintain workers compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company _ Policy No __ Expiration Date _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) |~l CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code, interest and attorney s fees SIGNATURE ___ DATE _ _ I hereby affirm that I am exempt from the Contractor s License Law for the following reason 0 I' as owner of the property or my employees with wages as their sole compensation will do ths 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) \2l 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) n I am exempt under Section _ Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES END 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I. plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) ___ 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) ___ _ ^PROPERTY OWNER SIGNATURE DATE COMRU|tEjj™^ .";" ........ " ..... * ........ : .; . _ .; Is the applicant or future building occupant required to submit a business plan acutely hazardous nruitenals registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? O YES f~l NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~l YES l~l NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site' l~l YES O NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER'S ADDRESSLENDER'S NAME _ __ IP APPLICANt^ERTIFICATION ........ -r _- -«:^, j,.... ....... . ........ .. . ^ ..... . I certify that I have read the application and state that the above information is correct and that the information on the plans PS accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit isajed 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 at any time after the work is APPLICANT'S SIGNATURE ithin 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned pd of 180 days (Section 106 4 4 Uniform Building Code) K WHITE File YELLOW Applicant PINK Finance DATE EsGil Corporation In (Partnership with government for <BuiUmg Safety *. DATE Nov. 18, 2003 a AP-PBCANT a <JURIS^ JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 03-2215 SET III PROJECT ADDRESS 2100 Costa Del Mar Rd. PROJECT NAME La Costa Resort - New Tower and Mansard @ Club House XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to RNL Design, Attn Patrick Askms 200 Baker St, Suite 200, Costa Mesa, CA 92626 XI 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 Patrick Askms Telephone # (714) 641-0191 Date contacted (by ) Fax # (714) 641-9784 Mail Telephone Fax In Person REMARKS By SADRE FOR Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 11/10 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In Partnership with government for (Building Safety DATE October 13, 2003 Q APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 03-2215 SET II PROJECT ADDRESS 2100 Costa Del Mar Rd. PROJECT NAME La Costa Resort - New Tower and Mansard @ Club House The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete irecheck 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 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person LA! The applicant's copy of the check list has been sent to RNL Design, Attn Patrick Askms 200 Baker St, Suite 200, Costa Mesa, CA 92626 Esgil Corporation staff did not advise the applicant that the plan check has been completed A] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Patrick Askms Telephone # (714)641-0191 Date contacted /4-/5tp3 (by cfixy) Fax # (714)641-9784 Mail \s Telephone Fax ^- In Person REMARKS By Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 10/6 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad O3-2215 October 13, 2O03 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO O3-2215. PROJECT ADDRESS 2100 Costa Del Mar Rd. SET II DATE PLAN RECEIVED BY ESGIL CORPORATION 10/6 REVIEWED BY Sergio Azuela DATE RECHECK COMPLETED October 13, 2003 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans B The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items C Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? QYes QNo macvalue doc Carlsbad 03-2215 October 13, 2OO3 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 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 2 Provide complete structural design plans, details, specifications and calculations for the proposed new structures, including vertical and lateral analysis for members and connections Additional corrections may follow a) 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 S1 0 & S3 0 SPRAYED-ON FIREPROOFING YES J1/A7 0 OTHER b) The designer shall complete the attached Spe;cial Inspection Notice c) Please include structural calculations to show the adequacy of all members including in the load path all the way down from the new Tower to the existing Foundation Additional corrections may follow 3 Clearly show on plans all required fire assemblies for exterior walls, including the fire assemblies at the tower and for the new proposed exterior wall a) Provide source of approval and approval number for the steel fire assemble (spray-applied) shown at detail J1/A7 0 Also clearly show on plans the thickness of the spray-applied fireproofmg If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation Thank you \ ESGIL CORP. Fax=18585601576 Get 13 2003 9 48 P.05 : t Carlsbad 03-2215 October 13, 2003 City of Carlsbad Building BUILDING DEPARTMENT T FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 03-2215 Job Address or Legal Descnption 2100 Costa Del Mar Rd. Owner V&L fig>/£\0flfflflft\- Address ^CO Cffsfo Qg,l fTter fcd . You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, 01ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. (over) ES6IL CORP.Fax- 18585601576 DC t 13 2003 9-48 P. 06 Carlsbad 03-2215 October 13, 2003 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: £lOO C&£& Cfe-l ftfe/* PLAN CHECK NUMBER: Qfr-~2ql5 OWNER'S NAME: 1, as the owner, or agent of the owner (contractors may ngt employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701,1 for the construction project located at the site listed above. UBC Section 106.3.5 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3 5 for the construction project located at the site listed above. Signed>^x^xt^> C^l^c2^t^>\ 1. List of work requiring special inspection: Soils Compliance Prior to Foundation Inspection Structural Concrete Over 2500 PSI Prestressed Concrete Structural Masonry Designer Specified :fff Field Welding High Strength Bolting Expanslon/Epoxy Anchors Sprayed-On Fireprooflng Other 2. Name(s) of indlvidual(s) or firm(s) responsible for the special inspections listed above: A. B. . C. 3, Duties of the special inspectors for the work listed above: A. __ B. C. Special inspectors shall check in with the City and present their credentials for approval erJarja beginning work on the job ate. EsGil Corporation In Partnership with government for (Building Safety DATE August 22, 20O3 Q ARgjJCANT a gpRiir JURISDICTION Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO O3-2215 SET I PROJECT ADDRESS 2100 Costa Del Mar Rd. PROJECT NAME La Costa Resort - New Tower and Mansard @ Club House The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck X] 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 XI The applicant's copy of the check list has been sent to RNL Design, Attn Patrick Askms 200 Baker St, Suite 200, Costa Mesa, CA 92626 Esgil Corporation staff did not advise the applicant that the plan check has been completed XJ Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Patrick Askms Telephone # (714) 641-0191 Date contacted «% lixslo^by v-u ) Fax # (714)641-9784 Mail v_. Telephone ^ Fax _/ln Person REMARKS By Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 8/12 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 <> (858)560-1468 * Fax (858) 560-1576 Carlsbad 03-2215 August 22, 2O03 GENERAL PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 2100 Costa Del Mar Rd. DATE PLAN RECEIVED BY ESGIL CORPORATION 8/12 REVIEWED BY Sergio Azuela PLAN CHECK NO O3-2215 DATE REVIEW COMPLETED August 22, 2003 FOREWORD (PLEASE RE AD): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law • To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans o Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? Q Yes a No Carlsbad O3-2215 August 22, 2003 -1- Please make all corrections on the original tracings, as requested, in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 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 2 Provide complete structural design plans, details, specifications and calculations for the proposed new structures, including vertical and lateral analysis for members and connections Additional corrections may follow 3 Clearly show on plans all required fire assemblies for exterior walls, including the fire assemblies at the tower and for the new proposed exterior wall 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 Sergio Azuela at Esgil Corporation Thank you Carlsbad O3-2215 August 22, 2O03 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO O3-2215 PREPARED BY Sergio Azuela DATE August 22, 2003 BUILDING ADDRESS 2100 Costa Del Mar Rd. La Costa Resort/Tower/Mansard BUILDING OCCUPANCY A-3, B TYPE OF CONSTRUCTION III-N BUILDING PORTION Roof Add Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb 1QQ4 1 IRr RinlHinn Pormtf Foo ^T Valuation Multiplier By Ordinance Reg Mod VALUE ($) 25,000 - 25,000 $21519 1994 UBC Plan Check Fee Type of Review I I Repetitive Fee~~] Repeats Comments Complete Review D Other r-i Hourly Structural Only Hour* Esgil Plan Review Fee $13987 $12051 Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 0)^^^ ADDRESS DATE J/rt/6* RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (<$10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER Docs/Misiorms/Plannmg Engineering Approvals PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB_ Planner _ APN Cfr'T.^Address, Phone (760) 602- ZJOQ (^-M Aicr Type of Project & Use Zoning L~(s General Plan 1HL- Net Project Density DU/AC CFD (in/out) #_Date of participation Facilities Management Zone _ H Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit ) Legend ^ Hem Complete n Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLEETION Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required: APPROVAL/RESO NO PROJECT NO YES DATE NO TYPE OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES_ CA Coastal Commission Authority7 YES_ If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) NO_ NO Coastal Permit Determination Form already completed'' YES_ If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # NO D Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee required- YES.NO (Effective date of Inclusionary Housing Ordinance - May 21,1993 ) Data Entry Completed7 YES.NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') Site Plan: H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existmg^topographical lines (including all side and rear yard slopes) 2 Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES _ NO _ 2 Project complies YES _ NO _ D D D Zoning- 1 Setbacks Front Interior Side Street Side Rear Top of slope 2 Accessory structure setbacks Front Interior Side Street Side Rear Structure separation 3 Lot Coverage Required Required Required Required Required :ks Required Required Required Required Required Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown 4 Height Required Shown D Spaces Required.Shown5 Parking (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE DATE H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 Carlsbad Fire Department 032215 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report 08/18/20Q3 Fire Prevention (760) 602-4660 Building Plan Reviewed by Name Address RNL Design 200 Baker Street i Suite 201 City, State Costa Mesa CA 92626 Plan Checker Job Name La Costa Resort Job# 032215 Job Address 2100 Costa Del Mar Bldg# CB032215 Ste or Bldg No Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Approved The item you have submitted for review has been approved subject to the Subject to attached conditions The approval is based on plans, information and/or specifications provided in your submittal Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards Incomplete The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards Please review carefully all comments attached Please resubmit the necessary plans and / or specifications to this office for review and approval Review FDJob# 1st 9nrj 3rd 032215 FDFile# Other Agency ID CTSDI B^"*TI BIDAId I rvUI^ I UrlAL ARRIVAL TOWER LA COSTA RESORT & SPA CARLSBAD, CA Prepared For: KSL DEVELOPMENT CORPORATION FLC Project No.: 02030 Date Issued: 2/24/<)3_ ^.nm,,,,,,,, Revision Dates: J»ft *$»£* .^^^y^y^/ Prepared By: X*ffiS^ FLORE5 LUIMD CONSULTANTS PROFESSIONAL ENGINEERS 7220 TRADE STREET. SUITE 120 • SAN DIEGO, CALIFORNIA 92121-2325 • (858) 566-0626 • FAX [858] 566-0627 JOB.*ir- (\(£Wdi To v FLORES LUND CONSULTANTS PROFESSIONAL ENGINEERS 7220 Trade Street Suite 120 SAN DIEGO. CALIFORNIA 92121-2325 (858] 566-0626 FAX (858) 566-0627 SHEET NO .OF_ CALCULATED BY_ CHECKED 8Y SCALE DATE. DATE_ .l1> 03 ( (AJtflt PL'L$P5F J V ^ X STRUCTURAL CALCULATIONS ARRIVAL TOWER LA COSTA RESORT & SPA CARLSBAD, CA Prepared For: KSL DEVELOPMENT CORPORATION o FLC Project No.: 02030 Date Issued: 2/24/O Revision Dates: Prepared By: FL.ORES LUND CONSULTANTS PROFESSIONAL ENGINEERS 7220 TRADE STREET, SUITE 120 • SAN DIEGO, CALIFORNIA 92121-2325 • (858) 566-0626 • FAX (858) 566-0627 JOB. FLORES LUMP CONSULTANTS PROFESSIONAL ENGINEERS 7220 Trdde Street Suite 120 SANDEGO CALIFORNIA 92121-2325 [858] 566-0626 FAX (858) 566-0627 SHEET NO . CALCULATED BY . CHECKED BY SCALE OF_ DATE. DATE. W 555x10+ PRODUCT i-^ I |Sni]!eStoe;!)2051 |?j«al 2002 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS • ANSI/UL 263 (BXUV) Fire Resisbve Materials (Item 2) to form the completed column protec- tion See table below for appropriate thickness Rating Hr 4 3 2 1-1/2 1 Mui Thkns la 1-7/16 1-1/8 3/4 5/8 9/16 PARK DEROCHIE COATINGS LTD —Type 2 2 Spray-Applied Fire Resistive Materials * — See table under Item 1 forappropriate thicknesses Spray-Applied Fire Resisbve Materials to be forced through lath of building units such that entire space between building unit edges is filled Prepared by mixing with water according to instructions on each bag of mixture Mixture is sprayed and/or trowel-applied over lath as shown Min average density of 60 pcf with mm individual density of 55 pcf For method of density determination, see General Information Section, preceding these designs Surface of material may be lightly finished with a trowel As an option, the col- umn and/or lath surfaces may be primed CARBOLINE CO —Type 201 3 Metal Lath — 3 4 Ib/sq yd galvanized expanded steel Secured to col- umn with copper coated steel pins welded to column web along verti- cal centerline and spaced maximum 12 in OC Welded pins bent 90 degrees after installation of lath 4 Wire Ties— Nominally No 18 SWG galvanized steel wire used to tie the metal lath embedded in building unit Wire ties spaced maximum 10 in OC along vertical centerline of column flange 5 Ribs (Not Shown) — Nominally 2 in thick cellular glass insulation cut to fit snugly between column flanges and spaced nominally 12 m OCRibs secured by trowel-applied Spray-Applied Fire Resistive Materials over the three edges of insulation in contact with column flanges and web6 Steel Column— W10X49, minimum size 'Bearing the UL Classification Mark Design No X771 Ratings — 3/4,1,1-1/2, 2, 3 and 4 h Steel Pipe or Tube Column — Steel circular pipe with diameter (OD) ranging from a minimum of 3 m to a maximum of 32 in with a mini- mum wall thickness of 3/16 inSteel square or rectangular tube with outside wall dimensions rangingfrom a minimum 3 in to a maximum of 32 in and a minimum wall thickness of 3/16 mThe A/P ratio of the steel pipe or tube (see Item 2) shall range from 018 to 20 Spray-Applied Fire Resistive Materials* — Applied by mixing with water and spraying in one or more coats to steel surfaces which must be clean and free of dirt, loose scale and oil Min avg and md density of 15/14 pcf respectively Min avg and mm md density of 22/19 pcfrespectively for Types Z-106, Z-106/G For method of density determi- nation, see Design Information Section, preceding these designs The hourly rating of the structural member is dependent upon the ratio of A/P and the thickness of Spray-Applied Fire Resistive Matenals, where A is the cross sectional area or the pipe or tube and P is the heated perimeter The A/P ratio of a circular pipe is determined by FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV)905 A/Ppipe-t(d-t) Where d = the outer diameter of the pipe (m,) t = the wall thickness of the pipe (in ) The A/P ratio of a rectangular or square tube is determined by A/Ptube= Where a = the outer width of the tube (in ) b = the outer length of the tube (m ) t = the wall thickness of the tube (in) The thickness of Spray-Applied Fire Resistive Matenals for ratings of 3/4, 1, 1-1/2, 2, 3 and 4 h of a steel pipe or tube can be determined by the equation R-020 ~443(A/P) Where R = the hourly rating (hrs) h = the thickness of Spray-Applied Fire Resisbve Matenals, minimum 1/4 in, maximum 3-7/8 in ARABIAN VERMICULITE INDUSTRIES —Types MK-5, MK-6/ CBF, MK-6/ED, MK-6/HY, MK-6s, Sonophone 1, Sonophone 5, Z-106, Z-106/G GRACE CANADA INC—Types MK-4, MK-5 GRACE KOREA INC—Types MK-6/CBF, MK-6/ED, MK-6/HY, MK-6s, MonokoteAcoustic 1, Monokote Acoustic 5, Z-106, Z-106/G ^ PYROK INC—Type LD SOUTHWEST VERMICULITE CO —Types 4, 5, 5EF, 5GP, 5MD, 8EF, 8GP, 8MD, 9EF, 9GP, 9MD VERMICULITE PRODUCTS INC—Types MK-4, MK-5 W R GRACE & CO - CONN CONSTRUCTION PRODUCTS DIV—Types MK-4, MK-5, MK-6/HY, MK-6s, Monokote Acoustic 1, Monokote Acoustic 5, RG, Z-106, Z-106/G 'Bearing the UL Classification Mark Design No X772 Ratings — 1,1-1/2, 2, 3 and 4 h 1 Spray-Applied Fire Resistive Matenals* — Appbed by mixing with water and spraying in more than one coat to the thicknesses shown below, to steel surfaces which are clean and free of dirt, loose scale, and oil Min avg and nun md density of 15/14 pcf respectively Min avg and mm md density of 22/19 pcf respectively for Types Z-106, Z-106/G For method of density determination, see Design Information Section, Sprayed Material The thickness of Spray-Applied Fire Resistive Matenals to be applied to all surfaces of the column (Item 1) required for rating penods of 1 h, 1-1 /2 h, 2 h, 3 h, 4 h may be determined by the equation h=-R 105(W/D)+061Whereh = Spray-Applied Fire Resistive Matenals thickness m the range 0 25- 3 875 in R = Fire resistance rating in hours (1 - 4 h) D = Heated perimeter ol steel column in inches W = Weight of steel column in Ibs per foot W/D = 033to662 As an alternate to the equation, the minimum thickness of Spray-Applied Fire Resistive Materials required for vanous fire resistance ratings of contour sprayed or boxed columns may be determined from the table below ' Mm Col Size W6X9 W6xl6 W8x28 W10x49 W14x228 W14x730 w/D 033 057 067 083 249 662 IHr 1-1/8 13/16 3/4 11/16 5/16 5/16 1-MZHr 1-1/2 1-1/4 1-3/16 7/8 1/2 5/16 Min Thk In 2Hr 2 1-11/16 1-3/8 1-1/8 9/16 5/16 3Hr 2-1/2 2-1/2 2 1-11/16 7/8 3/8 4Hr 3-13/16 3-5/16 2-11/16 2-1/2 1-1/4 9/16 The thicknesses contained in the table below are applicable when the Spray- Applied Fire Resistive Matenals applied to columns' flange tips are reduced f one-half that shown in the table below ~ LOOK FOR THE UL MARK ON PRODUCT 2002 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) 'curved and end pointed and having five barbs 5/16 in long A steel disc 0 Oil m thick and 2-11/16 in mm diam is to be used with each steel-'•* I7 C''P Spacing of fasteners to be 24 in OC across the width of the panel 8 mJ i'l-'.Vi | beginning 12 in from the side edges and 2-4 in along the length of the panel beginning 12 in. from the end 6 Steel Roof Deck — Unclassified — Mm 24 m wide, 1-1 / 2 to 3 in deep, galv fluted steel deck Min gauge is 22 MSG Flutes approx 6 in OC, crests approx 3-1/2 in wide, valleys approx 1-3/4 in wide Welded to supports 12 in OC Adjacent units welded 36 in OC along side lap joints Or, Classified Steel Floor and Form Units* — Noncom- posite 1-1/2 to 3 in deep, 24 to 36 m wide, mm 22 MSG galv steel fluted units Welded to supports 12 in OC Adjacent units button- punched or welded together 36 in OC along side joints CONSOLIDATED SYSTEMS INC—Types B, BI, F, N, NI MARLYN STEEL DECKS INC—lypes B, F, N, NV WHEELING CORRUGATING CO, DIV OF WHEELING-PITTSBURGH STEEL CORP—Types B, BW, F or N 1 Spray-Applied Fire Resistive Matenals — Applied by mixing with water and spraying in more than one coat to the final thicknesses shown below, to steel surfaces which must be clean and free of dirt, loose scale and oil Mm avg and min ind density of 18/16 pcf for Type CP-2 and 23/21 pcf for Type P-20 For method of density determina- tion, refer to Design Information Section Restrained Unrestrained Unrestrained Mm Thk of Spray Applied Resistive Mil Assembly Rating Hr 1 1 11/2 11/2 2 2 3 3 Assembly Rating Hr 1 1 1 1-1/2 1 2 2 3 Beam Rating Hr 1 2 1 2 1 2 2 3 Deck 7/8 7/8 1-1/4 11/4 1-11/16 1-11/16 2-3/8 2-3/8 Beam 9/16 1-1/16 3/4 1-1/16 1-1/16 1-1/16 1-1/4 1-5/8 on 10K1 Joist More Than 4 ROC 1-1/16 1-5/8 1-1/8 1-5/8 1-1/8 1-5/8 2-7/16 NR 4 Ft or LessOC 13/16 1-1/2 1-1/16 1-1/2 1-1/8 1-1/2 2-7/16 NR NR — Not Rated ISOLATEK INTERNATIONAL— types CP-2, P-20 MOY YUAN INDUSTRIAL LTD —Types CP-2, P-20 NEWKEM PRODUCTS CORP—Types CP-2, P-20 P T HUME CONCRETE INDONESIA—Type CP-2 PROSTAR CONTRACT SERVICES PTE LTD —Types CP-2, P-20 SHIN SUNG TRADING CO LTD—Types CP-2, P-20 8 Metal Lath — (Optional) — Metal lath 'shall be 3/8 in, expanded dia- mond mesh, weighing 1 7 Ib per sq yd mm Secured to one side of joist with 18 SWG galv steel wire spaced 15 in OC at joist web and lower chord members Lath is wrapped around both sides and bottom flange of beam Lath is secured to 9 SWG galv 'iteel wire When used, the metal lath is to be fully covered with Spi ay-Applied Fire Resistive Matenals with no mm thickness requirements for matenal applied onto the lath between chords and web members 8A Nonmetalhc Fabric Mesh — (Optional) — As an alternate to metal lath, glass fiber fabric mesh, weighing approximately 25 oz per sq yd, polypropylene fabric mesh, weighing approximately 1 25 oz per sq yd or equivalent, may be used to facilitate the spray application The mesh is secured to one side of each joist web member The method of attach- ing the mesh must be sufficient to hold the mesh and the spray-applied Spray-Applied Fire Resistive Matenals matenal in place during applica- tion until it has cured An acceptable method to attach the mesh is by embedding the mesh in nun 1/2 in long beads of hot melted glue The beads of glue shall be spaced a max of 12 in OC along the top chord of the bar joist Another method to secure the mesh is be 1-1 / 4 in long by 1/2 m wide hairpin clips formed from No 18 SWG or heavier steel wire When used, the nonmetalhc fabnc mesh shall be completely cov- ered over the joist member with minimum thickness required on the mesh between the chords and web members *Beanng the UL Classification Mark FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV)621 Design No P732 Restrained Assembly Ratings — 1,1-1/2, 2 or 3 Hr (See Item 10) Unrestrained Assembly Ratings — 3/4,1,1-1/2, 2 or 3 Hr (See Item 10) Unrestrained Beam Ratings — 1, 1-1/2, 2 or 3 Hr (See Item 10) 'V '. >-?\\ fi\ •'•& SEb ITEM 10 SECTION D-B 2A 2B Beam— Mm W8x28 or Steel Joist — 10K1 or 16K2 mm size with a max tensile stress of 30,000 psi or 12K3 or 12K5 mm size with a max tensile stress of 24,000 psi Roof Covering* — Consisting of hot mopped or cold application bitu- minous materials compatible with the msulation(s) described herein which provide Class A, B or C coverings See Roofing Matenals and Systems Directory — Roof Covering Materials (TEVT) In lieu of Item 2, roof covenng consisting of single-ply Roofing Membrane* — that is either ballasted, adhered or mechanically attached as permitted under the respective manufacturer's Qassifica- non See Fire Resistance Directory — Roof Membrane (CHCI) Metal Roof Deck Panels* — (Not shown) — In addition to or in lieu of Item 2 or 2A, the roof covering may consist of a mechanically fas- tened metal roof deck panel assembly See Fire Resistance Directory — Metal Roof Deck Panels (CETW) Roof Insulation — Foamed Plastic — Polyisocyanurate foamed plastic insulation boards nom 48 by 48 or 96 in, to be applied m one or more layers Boards to be installed with end joints staggered a mm of 6 in Mm thickness shall be selected from the Table below No limit on max overall thickness Restrained or Unrestrained Assembly Rating Hr 1-1/2 2 3 Mm Insulation Thkns In. With Gypsum Wallboard 1 1-1/2 2 2 Without Gypsum Wallboard 2 3 3 3 APACHE PRODUCTS CO CORPORATE —Type Apache Pyrox AIXAS ROOFING CORP—Type ACFoam H, ACFoam III BPB AMERICA CMC BPB CELOTEX—Types L, O CARLISLE SYNTEC INCORPORATED —Types HP, HP-H, HP-N, HP-W FIRESTONE BUILDING PRODUCTS CO, DIV OF BRIDGESTONE/FIRESTONE INC —"ISO 95+FK", "ISO 95+GL", "ISO 95+GRF", "ISO 95+GW" GAF MATERIALS CORP—Isotherm R HUNTER PANELS L L C —H Shield JOHNS MANVILLE INTERNATIONAL INC —E'NRG'Y 2, E'NRG'Y 3, ISO-1, PSI 25 LOADMASTER SYSTEMS INC—Type Loadmaster polyisocya- nurate insulation RMAX INC —Type Muln-Max FA STEVENS ROOFING SYSTEMS, DFV OF JFS ELASTOMERICS CORP—"Stevens ISO 2000", "Stevens ISO 3000" 3A Building Units* — Not Shown — As an alternate to Item 3, compos- ite polyisocyanurate foamed plastic insulation board with an adhered LOOK FOR THE UL MARK ON PRODUCT 2002 FIRE RESISTANCE DIRECTORY 622 FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) nailing surface, nom 48 by 48 or % in may be used with the following limitations These composite building units have ventilation slots inter- nal to the panels The thickness of the panel depends upon the thinnest portion of the polyisocyanurate insulation The following dimensions apply to the polyisocyanurate insulation, mm thickness is as measured in accordance with Item 3 There is no limit on the max insulation thickness GAP MATERIALS CORP—Type INSUL-AIR JOHNS MANVTLLE INTERNATIONAL INC—Type ISO-VENT 3B Building Units* — Polyisocyanurate foamed plastic insulation boards, nom 48 by 48 or 96 m, faced on the top surface with oriented strand board Min thickness of the polyisocyanurate core is 1 3 in No limit on max overall thickness Boards to be installed with end joints staggered a nun of 6 in m adjacent rows Adhesive (Item 6) rriay be applied between the building units and the vapor retarder (or gypsum wall- board if vapor retarder is not used) APACHE PRODUCTS CO CORPORATE —Apache Nail-Line Roof and NaiULme V ATLAS ROOFING CORP—AC Foam Nail Base Insulation and Vented R BPB AMERICA INC BPB CELOTEX—Hy-Therm Nail-Line FIRESTONE BUILDING PRODUCTS CO, DIV OF BRIDGESTONE/FIRESTONE INC— Nail Base MARTIN FIREPROOFING GEORGIA INC — Perform-A-Deck Nailable Roof Insulation 3C Roof Insulation-Mineral and Fiber Boards* — (Not Shown) — Optional, Applied in one or more layers over the Foamed Plastic (Item 3) to be applied with adhesive (Item 6), asphalt or coal tar pitch (Item 7) or mechanically fastened (Item 8) JOHNS MANVILLE INTERNATIONAL INC 3D Building Units* — As an alternate to Item 3, polyisocyanurate foamed plastic insulation boards, nom 48 by 48 or 96 in, faced on the top sur- face with oriented strand board Min thickness of the polyisocyanurate core is 1 3 in for the 1 hr rating without gypsum wallboard (Item 4) and for the 1,1-1/2 and 2 hr ratings with gypsum wallboard and 2 6 for the 1-1/2 hr ratings without gypsum wallboard No limit on max overall thickness Boards to be installed with end joints staggered a mm of 6 in m adjacent rows JOHNS MANVILLE INTERNATIONAL INC —Nailboard Building Units* — As an alternate to Item 3, polyisocyanurate foamed plastic insulation boards faced on the underside (or both sides) with mineral fiber board Min thickness of the polyisocyanurate core is 1 3 in for the 1 hr rating without gypsum wallboard (Item 4) and for the 1-1/2 and 2 hr ratings with wallboard and 2 6 in for the 1-1/2 hr rat- ings without gypsum wallboard No limit on max overall thickness Boards to be installed with end joints staggered a mm of 6 m adjacent rows Adhesive (Item 6) may be applied between the building units and the vapor retarder (or gypsum wallboard if vapor retarder is not used) FIRESTONE BUILDING PRODUCTS CO, DIV OF BRIDGESTONE/FIRESTONE INC — "Iso 95+ Composite" JOHNS MANVILLE INTERNATIONAL INC —Fesco-Foam Building Units* — As an alternate to Item 3, polyisocyanurate foamed plastic insulation boards faced on the underside with wood fiber board Mvn thickness of the polyisocyanurate core is 1 3 in for the 1 hr rating without gypsum wallboard (Item 4) and for the 1-1/2 and 2 hr ratings with waflboard and 2 6 in for the 1-1 /2 hr ratings without gypsum wallboard No limit on max overall thickness Boards to be installed with end joints staggered a mm of 6 in in adjacent rows FIRESTONE BUILDING PRODUCTS CO, DIV OF BRIDGESTONE/FIRESTONE INC— "Iso 95+ Composite" JOHNS MANVILLE INTERNATIONAL INC —E'NRG'Y-2 Plus 3G Building Units* — As an alternate to Item 3, polyisocyanurate foamed plastic insulation boards, nom 48 by 48 or 96 in, raced on the top sur- face with gypsum board Min thickness of the polyisocyanurate core is 13 in for 1 hr rating without gypsum wallboard (Item 4) and for the 1-1/2 and 2 hr ratings with wallboard (Item 4) and 2 6 in for the 1-1/2 ratings without gypsum wallboard (Item 4) No limit on overall thick- ness Boards to be installed with end joints staggered a mm of 6 in in adjacent rows Adhesive (Item 6) may be applied between the building units and the vapor retarder (or gypsum wallboard if vapor retarder is not used) JOHNS MANVILLE INTERNATIONAL INC—E'NRG'Y 2 Gyp- sum Composite 3H Roof Insulation — Mineral and Fiber Boards* — As an alternate to Item 3, to be applied in one or more layers with or without adhesive applied between vapor barrier and roof deck units, vapor barrier and board and each layer of board When more than one layer is required, each layer of board to be offset in both directions from layer below a mm of 6 in in order to lap all joints Mm thickness is 2 in when Item 2A or 2B is used Mm thickness is 1 m otherwise BMCA INSULATION PRODUCTS INC —Permahte 3E 3F FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) FIBREX INSULATIONS INC—FBX Baseboard and FBX Cap- board GAF MATERIALS CORP—GARTEMP Perhte JOHNS MANVILLE INTERNATIONAL INC ROXUL (NC—Toprock 31 Roof Insulation - Foamed Plastic* — (Not Shown) As an alternate to Item 3 through 3H, polystyrene foamed plastic insulation boards, applied in one or more layers over gypsum wallboard Min thickness is 1 0 in with no max overall thickness max density 2 5 pcf When applied in more than one layer, each layer to be offset in both direc- tions from layer below a mm of 6 in m order to lap all joints Boards secured to gypsum wallboard (Item 4) with asphalt glaze coat or adhe- sive (Item 6) Adhesive and/or asphalt glaze coat may be omitted when Item 2A :;s used See Foamed Plastic (BRYX) category in the Building Materials Directory or Foamed Plastic (CCVW) category m the Fire Resistance Directory of for names of manufacturers 4 Gypsum Board — (Not shown) — (Classified or Unclassified) — May be used to obtain various Restrained or Unrestrained Assembly Ratings as described in Item 10 Supplied in sheets nom 4 by 8 or 12 ft by 5/8 in thick Mm weight 2 2 psf Applied perpendicular to steel roof deck direction with end joints staggered 2 ft in adjacent rows End joints to occur over crests of steel roof units See Gypsum Board (CKNX) cat- egory for names of manufacturers 5 Vapor Retarder — Sheathing Material* — (Optional) — (Not shown) — Vinyl film or paper scrim vapor barrier, applied to steel roof deck or gypsum wallboard with adhesive (Item 6), hot asphalt (Item 7) or laid loosely, overlapped approx 2 in on adjacent sheets See Sheathing Matenal (CHTZ) category for names of manufacturers 6 Adhesive* — (Optional) — The vapor retarder, the gypsum wallboard or the first layer of roof insulation may be secured with adhesive to the steel crest surfaces Also used to attach the vapor retarder to gypsum wallboard, the first layer of insulation to vapor retarder or gypsum wallboard and each additional layer of insulation Applied in 1/2 in wide ribbons 6 in OC at 0 4 gal/100 sq ft See Adhesives (BYWR) cat- egory for nameb of manufacturers 6A Adhesive* -(Optional) (Bearing the UL Classification Marking for Roof Systems (TGFU)) - When FAST 100 adhesive is used, the Unre- strained Assembly Ratings are limited to 1,1-1/2 and 2 hr The vapor retarder, the gypsum wallboard or the first layer of roof insulation may be secured with adhesive to the steel crest surfaces Also used to attach the vapor retarder to gypsum wallboard, the first layer of insulation to vapor retarder or gypsum wallboard and each additional layer of insu- lation Applied at a max rate of 19 8 g/ft2 When FAST 100 adhesive is used, additional Spray-Applied Fire Resistance Matenals* (CHPX) is required on the deck for the 1-1/2 and 2 hr Unrestrained Assembly Ratings The thickness specified for the deck shall be increased by 1/16 m for 1-1/2 hr Unrestrained Assembly Rating and 1/4 in for 2 hr Unrestrained Assembly Rating CARLISLE SYNTEC INCORPORATED — FAST 100 7 Asphalt or Coal Tar Pitch* — (Optional) — (Not shown) — The vapor retarder, the gypsum wallboard of the first layer of roof insulation may be secured with asphalt or coal tar pitch to the steel crest surfaces at a max rate of 15 lb/100 sq ft Also used to attach the vapor retarder to gypsum wallboard, the first layer of insulation to vapor retarder or gypsum wallboard and each additional layer of roof insulation, applied at a max rate of 25 lb/100 sq ft 8 Mechanical Fasteners — (Optional) — (Not shown) — Mechanical screw-type fastener with metal or plastic washer designed for the pur- pose may be used to attach one or more layers of insulation to steel roof deck 9 Steel Roof Deck — (Unclassified) — Mm 1-1/2 in deep and 36 in wide galv fluted steel deck Min gauge is No 22 MSG Ends over- lapped at supports a mm 1-1/2 in and welded to supports 12 in OC and at side laps Side laps fastened with 1/2 in long hex head, self- drilling, self-tapping steel screws spaced a max of 36 in OC Classified Steel Floor and Form Units* Noncomposite 1-1/2 to 3 in deep, 24 to 36 in wide, mm 22-MSG galvanized steel fluted units Ends overlapped at supports a mm 1-1/2 in and welded to supports 12 in OC and at side laps Side laps fastened with 3/4 in long No 12 self- drilling, self-tapping steel screws at 36 in OC As alternate to screw fasteners adjacent units may be button-punched or welded together 36 in OC along side joints VULCRAFT, DIV OF NUCOR CORP—Galv Types 1 5B, 1 5BI, 1 5F, 3N and 3NI, ptd/ ptd units may be used for ratings up to 2 h UNITED STEEL DECK INC— Type B, N Units may be phos / ptd or ptd/ptd WHEELING CORRUGATING CO, DIV OF WHEELING-PITTSBURGH STEEL CORP—Types BW, F, High Strength B, High Strength BW, N, ptd/ptd units may be used for ratings up to 2 h Note Type Z-lOb Spray-Applied Fire Resistive Materials to be used with galv steel roof units only Wi ijts i- f: LOOK FOR THE UL MARK ON PRODUCT 2002 FIRE RESISTANCE DIRECTORY . FIRE RESISTANCE RATINGS - ANSIAJL 263 (BXUV) 10 " Spray-Applied Resistive Material* — Applied by mixing with water and spraying in more than one coat to final thicknesses as shown in the illustration above and in the table below to steel surfaces which must be clean and free of dirt, loose scale and oil Steel deck surface must be "spatter" coated with Type SK-III Spray-Applied Fire Resistive Materi- als prior to application of spray-applied resistive material Type SK-IU spray-applied resistive matenal applied in accordance with the manu- facturer^ application instructions Mun average and mm individual density of 15/14 pcf, respectively For method of density determination, see Design Information Section Thickness of the spatter coat is included in the total final thickness of the protection matenal On Steel Deck* For 10K1 Joist Spaced Restrained Unrestrained Unrestrained With Without More Than Assembly Assembly Beam Gypsum Gypsum onW8x28 4 Ft 4 Ft or Rating Hr Rating Hr Rating Hr Wallboard Wallboard Beam OC LessOC 1 1 1 9/16*" 1 7/16 1 1/8 1 1 11 5/8 1 7/16 1 1/8 1 1 111* 15/8' 7/16 11/8 1 11/2 1 1 3/4 11/4 9/16 15/16 15/16 11/2 11/2 11/2 13/16 13/8 5/8 17/16 17/16 11/2 11/2 11/2 11/2* 21/8" 5/8 17/16 17/16 2 1 1 111/2 3/4 17/16 1 7/16 2 11/2 11/2 1 11/2 3/4 17/16 17/16 2 2 211/8 111/16 7/8 23/16 23/16 2 222' 25/8' 7/8 23/16 23/16 3 11/2 11/2 11/2 21/8 13/16 3-1/4 213/16 3 2 211/2 21/8 13/16 31/4 213/16 3 3 3 1 5/8 23/8 13/8 31/4 213/16 #The required minimum thickness of Spray-Applied Fire Resistive Matenals on the steel deck is increased by 1/16 in for 1-1/2 hr Unrestrained Assembly Rating and 1/4 in for 2 hr Unrestrained Assembly Raring when Item 6A is used * No mm insulation thickness required *** Minimum insulation thickness (Item 3) 2 in Restrained & Unrestrained Spray Applied Fire Resistive Mtl Unrestrained Beam Mm Thkns In For 12K3 or 16K2 Assembly Rating Hr Joist Spaced Rating Hr More Than 4 Ft or 4 Ft OC Less OC 1 1 15/16 15/16 1-1/2 1-1/2 1-1/4 1-3/16 2 2 1 9/16 1-1/2 3 3 2-1/4 2-1/8 The thicknesses of Spray-Applied Fire Resistive Matenals shown in the table below are applicable when the thickness applied to the beams' lower flange edges is reduced by one-half Restrained and Unrestrained W8X2S Beam Thickness (In.) Beam Rating (Hr) 1 1/2 1-1/2 13/16 2 1-1/16 3 1-5/8 ARABIAN VERMICULITE INDUSTRIES —Types MK-6/CBF, MK-6/ED, MK-6/HY, MK-6/HY Extended Set, MK-6s, SK-3, Sonotex 1 W R GRACE & CO - CONN CONSTRUCTION PRODUCTS DIV— Types MK-6/HY, MK-6/HY Extended Set, MK-6S, RG, SK-III, Monokote Acoustic GRACE KOREA INC— Types MK-6/CBF, MK-6/ED, MK-6/HY, MK-6/HY Extended Set, MK-6S, SK-ffl, Monokote Acoustic 1 10A Alternate Spray-Applied Fire Resistive Matenals* — Applied by mix- ing with water and spraying in one or more coats to final thicknesses as shown in the table below to steel beam surfaces which must be clean and free of dirt, loose scale and oil When steel deck is used the area between the steel deck and the beams top flange shall be filled Mm avg and mm ind density of 22/19 pcf, respectively For method of den- sity determination, refer to Design Information Section On Steel Deck* For 10K1 Joist Spaced Restrained Unrestrained Unrestrained With Without More Than Assembly Assembly Beam Gypsum Gypsum on W8x28 4 Ft 4 Ft or Rating Mr Rating Hr Rating Hr Wallboard Wallboard Beam OC LessOC 1 1 1 9/16" 1 7/16 11/8 1 115/81 7/16 11/8 1 1 1 1 1 15/8 7/16 11/8 1 11/2 1 1 3/4 11/4 9/16 15/16 15/16 11/2 11/2 11/2 13/16 13/8 5/8 17/16 17/16 11/2 11/2 11/2 11/2* 21/8* 5/8 17/16 17/16 2 1 1 111/2 3/4 17/16 17/16 2 11/2 11/2 1 11/2 3/4 17/16 17/16 FIRE RESISTANCE RATINGS - ANSIAJL 263 (BXUV) 623 On Steel Deck* For 10K1 Joist Spaced Restrained Unrestrained Unrestrained With Without More Than Assembly Assembly Beam Gypsum Gypsum on W8x28 4 Ft 4 Ft or Rating Hr Rating Hi Rating Hr Wallboard Wallboard Beam OC LessOC 2 22 11/8 111/16 7/8 23/16 23/16 2 222* 25/fi* 7/8 23/16 23/16 3 11/2 11/2 11/2 21/8 13/16 3-1/4 2-13/ 16 3 2 2 11/2 21/8 1 3/16 3-1/4 2 13/ 16 3 3 3 15/8 23/8 13/8 3-1/4 2 13/ 16 #The required minimum thickness of Spray-Apphed Fire Resistive Matenals on the steel deck is increased by 1/16 in for 1-1/2 hr Unrestrained Assembly Rating and 1/4 in for 2 hr Unrestrained Assembly Rating when Item 6 A is used *No mm insulation thickness required "Minimum insulation thickness (Item 3) 2 in Restrained & Unrestrained Spray Applied Fire Resistive Mtl Unrestrained Beam Mm Thkns In. For 12K3 or 16K2 Assembly Rabng Hr Joist Spaced Rating Hr More Than - 4 Ft or 4 Ft OC Less OC 1 1 15/16 15/16 1-1/2 1-1/2 1-1/4 1-3/16 2 2 1-9/16 1-1/2 3 3 2-1/4 2-1/8 Restrained and Unrestrained Spray-Applied Unrestrained Beam Fire Resistive Mils Assembly Ratings, Hr Mm Thkns In. for Ratings, Hr 12K5 Joists 1 I 15/16 1-1/2 1-1/2 1-1/2 2 2 2-1/16 3 3 3-1/16 The thicknesses of Spray-Applied Fire Resistive Matenals shown in the table beiow are applicable when the thickness applied to the beams' lower flange edges is reduced by one-half Restrained and Unrestrained W8X28 Beam Thickness (In )i Beam Rating (Hr) 1 1 1/2 1 1-1/2 13/16 1 2 1-1/16 I 3 1-5/8 " ARABIAN VERMICULITE INDUSTRIES —Types Sonotex 5, Z-106, Z-106/G, Z-106/HY GRACE KOREA INC — Types Monokote Acoustic 5, Z-106, Z-106/G, Z-106/HY W R GRACE & CO - CONN CONSTRUCTION PRODUCTS DIV— Types Monokote Acous- tic 5, Z-106, Z-106/G, Z106/HY 10B Alternate Spray-Applied Fire Resistive Matenals* — Applied by mix- ing with water and spraying in one or more coats to final thicknesses as shown in the table below to steel beam surfaces which must be clean and free of dirt, loose scale and oil When steel deck is used, the area between the steel deck and the beams top flange shall be filled Appli- cation to steel roof deck requires the installation of expanded metal lath See Item 11A Mm avg and mm md density of 40/36 pcf, respec- tively For method of density determination, refer to Design Informa- tion Section On Steel Deck* For 10K1 (out Spaced Restrained Unrestrained Unrestrained With Without More Than Assembly Assembly Beam Gypsum Gypsum on W8.x28 4 Ft 4 Ft or Rating Hr Rating Hr Rating Hr Wallboard Wallboard Beam OC LessOC 1 1 1 9/16* 1 7/16 1-1/8 1 1 115/81 7/16 1-1/8 1 1 111* 17/16* 7/16 1-1/8 1 11/2 1 1 3/4 11/4 9/16 15/16 15/16 11/2 1 1/2 11/2 13/16 13/8 5/8 17/16 17/16 11/2 11/2 11/2 11/2* 17/8* 5/8 17/16 17/16 2 1 1 1 11/2 3/4 17/16 17/16 2 11/2 11/2 1 11/2 3/4 17/16 17/16 2 2 211/8 111/16 7/8 23/16 2-3/16 2 222 25/16* 7/8 23/16 2-3/16 3 11/2 11/2 1 I/: 21/8 13/16 3-1/4 213/16 3 2 211/2 21/8 13/16 3-1/4 213/16 3 3 3 15/8 23/8 13/8 3-1/4 213/16 LOOK FOR THE UL MARK ON PRODUCT 2002 FIRE RESISTANCE DIRECTORY •IW•i'r;!'1:! •|N^i!<>?•< ' j II !iLii 624 FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) •: :i i ; I'31:- f! I'!: #The required minimum thickness of Spray-Applied Fire Resistive Materials on the steel deck is increased by 1/16 in for 1-1/2 hr Unrestrained Assembly Raring and 1/4 in for 2 hr Unrestrained Assembly Rating when Item 6A is used *No mm insulation thickness required ** Minimum insulation thickness (Item 3) 2 in Restrained & Unrestrained Unrestrained Beam Assembly KabngHr Rating Hi 1 1-1/2 2 3 1 1-1/2 2 3 Spray Applied Fire Resistive MU MmThknsJn Forl2K3orl6K2 Joist Spaced More Than 4 Ft or 4F10C LessOC 15/16 15/16 1-1/4 1-3/16 1-9/16 1-1/2 2-1/4 2-1/8 The thicknesses of Spray-Applied Fire Resistive Materials shown in the table below are applicable when the thickness applied to the beams' lower flange edges is reduced by one half WSX28 Beam Thickness (In.) 1/2 13/16 1-1/16 1-5/8 Restrained and Unrestrained Beam Rating (Hr) 1 1-1/2 2 3 ARABIAN VERMICULITE INDUSTRIES—Type Z-146, investi- gated for exterior use, Sonotex 35 W R GRACE & CO - CONN CONSTRUCTION PRODUCTS DIV—Type Z-146, investigated for exterior use, Monokote Acoustic 35 GRACE KOREA INC—Type Z-146, investigated for exterior use, Monokote Acoustic 35 11 Nonmetalhc Fabric Mesh — (Optional) — As an alternate to metal lath, glass fiber fabric mesh, weighing approx 2 5 oz/sq yd, polypropy- lene fabric mesh, weighing approx 125 oz/sq yd or equivalent, may be used to facilitate the spray application The mesh is secured to one side of each joist web member The method of attaching the mesh must be sufficient to hold the mesh and the spray applied Spray-Applied Fire Resistive Materials material in place during application until it has cured An acceptable method to attach the mesh is by embedding the mesh in mm 1 /4 in long beads of hot melted glue The beads of glue shall be spaced a max of 12 in OC along the top chord of the bar joist Another method to secure the mesh is by 1-1/4 in long by 1/2 in wide hairpin clips formed from No 18 SWG or heavier steel wire The method of attaching the mesh must be sufficient to hold the mesh and the spray applied Spray-Applied Fire Resistive Materials material in place during application until it has cured An acceptable method to attach the mesh is by embedding the mesh in mm 1 /4 in long beads of hot melted glue The beads of glue shall be spaced a max of 12 in OC along the top chord of the bar joist Another method to secure the mesh is by 1-1 /4 in long by 1/2 in wide hairpin clips formed from No 18 SWG or heavier steel wire 11A Metal Lath — (Not Shown) — (Required with Item 10B, otherwise optional ) — Metal lath shall be 3/8 in expanded diamond mesh, weighing 2 5 Ib per sq yd Secured to underside of steel deck with No 12 by 3/8 in pan head self-drilling, self-tapping screws and steel wash- ers with an outside diam of 1/2 in screws spaced 12 in OC in both directions with lath edges overlapped approx 3 in 11B Metal Lath — (Optional) — (Not shown) — Metal lath may be used to facilitate the spray application of Spray-Applied Fire Resistive Materials on steel bar joists and trusses The diamond mesh, 3/8 in expanded steel lath, 1 7 to 3 4 Ib/sq yd is secured to one side of each steel joist with No 18 SWG galv steel wire at joist web and bottom chord mem- bers spaced 15 in OC max When used, the metal lath is to be fully covered with Spray-Applied Fire Resistive Materials with no mm thick- ness requirements *Beanng the UL Classification Mark FIRE RESISTANCE RATINGS • ANSI/UL 263 (BXUV) Design No. P733 Restrained Assembly Rating — 1,1-1/2, 2 or 3 Hr Unrestrained Assembly Rating — 1,1-1/2, 2 or 3 Hr Unrestrained Beam Rating — 3 Hr SECTION A-A 1 Steel Supports — W6xl6 steel beam (min size) or 10K1 steel joist, (mm size) having the following properties Top chords consisting of two 1-1/4 by 1-1/4 by 0135 in thick steel angles, Lower chord consisting of two 1 by 1 by 0 113 in thick steel angles, Bearing plates consisting of two 1-1/4 by 1-1/4 by 0134 m thick steel angles, 8 in m length, Diagonal web members consisting of 0 561 in diam steel rods 1A As an alternate to Item 1,16K2 steel joints mm size with a max tensile stress of 30,000 psi or 12K3 or 12KS mm size with a max tensile stress of 24,000 psi IB Bridging— (Not shown) — Mml-l/4by l-l/4by 1/8 in thick steel angles, welded to top and bottom chords of each joist Number and spacir.g of bridging angles per Steel Joist Institute specification Bridg- ing coated with the same thickness of Spray-Applied Fire Resistive Materials as the joist(s) — See Item 6 2 Roof Covering* — Consists of cold application, fluid applied roof coating materials compatible with insulation(s) described herein which provide Class A, B or C coverings See Roofing Materials and Systems Directory — Roof Covering Materials (TEVT) 3 Roof Insulation — Foamed Plastic*— Polyurethane foamed plastic roof insulation Formed by the simultaneous spraying of two liquid components applied over the gypsum wallboard at a nom thickness of 1 to 5 in in accordance with the manufacturer's instructions BASF CORP POLYMERS DIV — Elastrospray 5100-2 0, -2 5 FOAM ENTERPRISES INC—Type 303 2 7 NORTH CAROLINA FOAM INDUSTRIES, DIV OF UARNHARDT MFC CO—Types 591, 692 RESIN TECHNOLOGY CO, DIV OF HENRY CO—Type RT-2031 f>WD URETHANE CO—Type SWD525b 4 Gypsum Board* — 5/8 m thick, supplied in 4 ft wide sheets Mm weight 2 2 psf Installed perpendicular to steel roof deck with all joints tightly butted and end joints staggered and offset from steel roof deck side lap joints See Gypsum Board (CKNX) category for names of manufacturers 5 Steel Roof Deck— Unclassified — Mm 36 in wide, 1-1/2 in deep, galv fluted steel deck Min gauge is 22 MSG Flutes approx 6 in OC, crests approx 3-1/2 m wide, valleys approx 1-1/2 in wide Welded to supports 12 in OC Adjacent units welded 18 in OC along side lap joints cr mechanically fastened with Type S-10 1/2 in long steel screws 18 in OC 6 Spray-Applied Fire Resistive Matenals* — Applied by mixing with water End spraying in more than one coat to a final thickness as shown above <md on the table below, to steel surfaces which must be dean and free of dirt, loose scale and oil Mm avg and mm ind density of 15/14 pcf, respectively For method of density determination, refer to Design Information Section LOOK FOR THE UL MARK ON PRODUCT r\ ^ — " 7^" or -4f^ « ^5. -P r*> •7</ -/— « CP ^ y2 -5-o^ /^1^r Jo1I S'^> ^/^s£ —(\l\X ^"•^ *--^ ^ •* »•o\3 v/ V^ •*» 3 •> —^\s> 1 ^-^ VA ^4 ^ (A^ WCr •~ ^5X ^r5 71 7) 3> DD 2oS < ° K> en m O g m ro SoSo° 5j o L_ Q go C/> cn O en > o 0)>z m £g D O mxen m 7) 7) O O0) v*^- i-a O"0r; O o> ra •n -a o en m TJ I? 3 i o >Sc58so^ JJ r- 2o en o 33g -a mm 03 OB5Q m Q33 33 co a •n m "o 03 m = tJ 4 ^ m