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HomeMy WebLinkAbout2100 COSTA DEL MAR RD; ; CB110948; Permit07-13-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB110948 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: TOM MCCABE 2011 BSANELIJOAV CARDIFF CA 92007 760-207-5720 2100 COSTA DEL MAR RD CBAD Tl Sub Type: COMM 0000000000 Lot#: 0 Status: ISSUED $256,724.75 Construction Type: NEW Applied: 05/05/2011 Reference #: Entered By: JMA LA COSTA RESORT: 6700 SF LOBBY Plan Approved: 07/13/2011 REMODEL//437 SF DECK EXTENSION//128 SF NEW ADA RAMP TO Issued: 07/13/2011 Inspect Area: Plan Check#: 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 Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $1,217.41 Meter Size $0.00 Add'l Reel. Water Con. Fee $791.32 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $53.91 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $p.OO Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 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 $8.00 HMP Fee $452.50 TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $27.00 $110.00 $33.00 $0.00 $0.00 $0.00 $0.00 $2,693.14 Total Fees:$2,693.14 Total Payments To Date:$2,693.14 Balance Due:$0.00 Inspector: FINAL APPROVAL Date: fo ' &' ^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. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov Plan Check No. Plan Ck. Deposit ncJudeSfrliare Feet of Affected Area(s) EXISTING USE PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE NO D AIR CONDITIONING YES [JK>0 D FIRE SPRINKLERS YESJJ NO D CONTACT NAM It) (If Different FotnTACTNAM* (If 3®A APPLICANT NAME ADDRESS ADDRESS ST/VTE<ffija7 FAX EMAIL PROPERTY NTRACTOS BUS, NAMEio ADDRESS CITY STATE ZIP STATE ZIP PHONE FAX FAX EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC. #CITY.BUS. LIC.# civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: El I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. S3xfnave and will maintain workers' compensation, as reauired by Section 3700 of the Labor Code, for the performance of the work for which this pejmi! isjssued. My workers' compensationinsurance carrier and policy tare Insurance Co RANCHO HJ£§& i US> . -...-- This section need not be completed if the permit is for one hundred dollars ($100) or less. CD Certificate of Exemption: I certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil tines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for jivSectiori 4706 of the Labor code, interest and attorney's fees. DATE* / hereby affirm thai I am exempt from Contractor's License Law for the following reason: D 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). l^ 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 contractors) licensed pursuant to the Contractor's License Law). I am exempt under Section _Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. D Yes O No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): Is the applicant or future building occupant required to .submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? O Yes TSilo Is the applicant or future building occupant required to obtain a permit fron/the air pollution control district or air quality management district? D Yes Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D Yes IF ANY OF THE ANSWERS ARE YES, EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ! 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 certify Uiat I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relafingto building construction. I hereby authorize representative of Jhft£iW«arlsbad 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, JUDSMENTS, COSTB AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is raped for excavationjpver 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permitfesued by the B JldingJuffidal udfier the pro/Sons 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 1 80 days from the date of ^^APPLICANT'S SIGWTURE lit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). DATE Inspection List Permit*: CB110948 Type: Tl COMM Date Inspection Jtem 10/05/2011 14 Frame/Steel/Bolting/Weldin 10/05/2011 14 Frame/Steel/Bolting/Weldin 10/05/2011 89 Final Combo 09/01/2011 17 Interior Lath/Drywall 08/24/2011 17 Interior Lath/Drywall 08/24/201184 Rough Combo 08/22/2011 17 Interior Lath/Drywall 08/18/2011 14 Frame/Steel/Bolting/Weldin 08/18/2011 34 Rough Electric 08/04/201112 Steel/Bond Beam 07/27/2011 11 Ftg/Foundation/Piers Inspector PD PD PD PD PD PD PD PD PD PD Act Rl WC AP AP AP PA PA AP AP PA AP LA COSTA RESORT: 6700 SF LOBBY REMODEL//437 SF DECK EXTENSION//128 Comments NO TYPE LEFT DOWNSTAIRS UPSTAIRS DOWNSTAIRS WALLS CEILINGS METAL DECK PADFTG Thursday, October 06, 2011 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 10/05/2011 Permit# CB110948 Title: LA COSTA RESORT: 6700 SF LOBBY Inspector Assignment: PD Description: REMODEL//437 SF DECK EXTENSION//!28 SF NEW ADA RAMP TO CLUBHOUSE Type:TI Sub Type: COMM Job Address: 2100 COSTA DEL MAR RD Suite: Lot: 0 Location: APPLICANT TOMMCCABE Owner: Remarks: NO TYPE LEFT Phone: 858883113 Inspector^ Total Time:Requested By: CHAD Entered By: JANEAN CD Description Act Comments .4 Frame/Steel/Bolting/Welding- Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# CV000348 CLOSED ELEC W/OUT PERMITS @ MAIN POOL; CV040642 CLOSED O-STAGNANT WATER W/DEBRIS; CAUSED BY EMPLOYEES, BAD ODOR CV060188 CLOSED Z-4 BANNERS; CV110591 OPEN O-LANDSCAPE NOISE; CV990248 CLOSED POSSIBLE BLDG SAFETY VIOLATION; PCR03218 ISSUED LA COSTA RESORT AND SPA; ROOF OVER EXISTING COVERED WALKWAY PCR04005 ISSUED LA COSTA RSRT & SPA-LIGHTING; DESIGN REV. (RETAIL 1-4) PCR04184 ISSUED LACOSTA RESORT REV TO STRUCT; STEEL SHOP DRAWINGS SW100550 ISSUED LA COSTA CLUB HOUSE; EXTERIOR STAIR AT BACK OF CLUBHOUSE FACING GOL SW110187 Fl NAL LA COSTA RESORT; ADDTIION TO MEMBER LOUNGE SW110258 ISSUED LA COSTA RESORT; POOL, RETAINING WALLS SW110283 PENDING ; 860 SF RETAINING WALL FOR NEW POOL LOCATION Inspection History Date Description Act 09/01/2011 17 Interior Lath/Drywall AP 08/24/2011 17 Interior Lath/Drywall AP 08/24/2011 84 Rough Combo PA 08/22/2011 17 Interior Lath/Drywall PA 08/18/2011 14 Frame/Steel/Bolting/Welding AP 08/18/2011 34 Rough Electric AP 08/04/2011 12 Steel/Bond Beam PA Insp PD PD PD PD PD PD PD Comments DOWNSTAIRS UPSTAIRS DOWNSTAIRS WALLS CEILINGS METAL DECK «» CALIFORNIA-™ DRIVER •'; A HAL JESS LEETHftM;.'' '*. iSMBUENDVISTOMSY ?Vv£ CBULAWISTO Cfl 91910 5-*&~^ sTYiM, , OI-AHl*) " n.-<.* ""•"• m^tfj,;/ HT;6-81 WT:215 008 "-•''-.' RSTR: CORK LENS 09/35^089 669 33 FD/14 CJilifi-. lltat KL&iN'j iKSPFCTOR Hal J i.oltB blind 95020271 FebrBaiy'ifft'ii CUOEWUNOI. HAL LEETHAM STRUCTURAL STEEL & WELDING SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written examinations. Expiration date: September 22, 2011 No. 08577J >s _a I..J^T- •*~*«~* ^r^fV^gOMtwr f, «i /jf Not valid unless signed by certificate bolder. ICC cwfificatkrfiaaesis to competent knowledge of codes and standards /)£/_ EsGil Corporation In (Partnership with government for (Building Safety DATE: 7/7/2011 O.AEEbJCANT JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 110948 SET: III PROJECT ADDRESS: 2100 Costa Del Mar PROJECT NAME: La Costa Resort & Spa Clubhouse Lobby Bar Renovation The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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. 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: X] Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person REMARKS: All sheets of the plan shall be signed by the architect or engineer. By: David Yao Enclosures: EsGil Corporation IEI GA D EJ D PC 6/30 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 4 Fax (858)560-1576 EsGil Corporation In (Partnership witfi, government for (Buifa'ing Safety DATE: 6/16/2011 a APPLICANT JURISDICTION: City of Carlsbad a PLANREVIEWER a FILE PLAN CHECK NO.: 110948 SET: II PROJECT ADDRESS: 2100 Costa Del Mar PROJECT NAME: La Costa Resort & Spa Clubhouse Lobby Bar Renovation The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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. HI 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: Tom McCabe 201 1 B San Elijo Ave. Cardiff, CA 92007 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Tom McCabe Telephone #: 760-207-5720 Date contacted :o>f (7 /" (by: K^.) Email: tmccabe@McCabearch.com Fax #: 6 Mail vx Telephone Fax In Person REMARKS: By: David Yao Enclosures: EsGil CorporationIE! GA n EJ n PC 6/9 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 City of Carlsbad 110948 6/16/2011 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. All sheets of the plans are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 12. Floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, elevators or lifts. Section 1120B.1. It appears to there step inside new storage at first floor. The proposed storage shall be accessible. 1. Show a level area, or landing, per Section 1133B.2.4.2: a) >60" in the direction of door swing. (Door D4 to the new storage) City of Carlsbad 110948 6/16/2011 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 23. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 25. Please provide listing data for the proposed See-Through, 72" ISOKERN Magnum Series Fireplace, Fire Box. Engineers design is required for the required steel, grout and support system for the ISOKERN Fireplace. Please provide. Detail 1 on sheet A8.1 seems to show a prefab ISOKERN Fireplace fire box to be used as a smoke chamber. Please correct. Please provide the engineers design for the sizing of the combustion air ducting, fire box sizing, chimney sizes, and the fan sizes. The details on sheet A8.1 do not match the ICC-ES Evaluation Report # ESR-2316 and the installation instruction have not been provided. Please address the following: A) The ICC-ES Evaluation Report #ESR-2316 does not allow any "Custom See-Through" fireplaces. B) The "Condition of Use" requirements in the ICC-ES Evaluation Report #ESR-2316, as follows are not being provided: 1) The manufacturer's published installation instructions have not been provided and it seems that they are not being followed. Please correct. 2) "Structural design and calculations from a registered design professional (California Licensed Engineer) must be provided to the code official to justify the supporting structure for all earthquake loading, and applicable load combinations per IBC Section 1605." This has not been provided by the Structural Engineer. 3) "An analysis shall be provided to the code official establishing that the seismic conditions for the installation site do not exceed the specified seismic limitations." This has not been provided by the Structural Engineer. C) The plans show "Cameron Stone" is used to extend the fire box out at each opening about a foot or more. This is clearly not permitted per the listing for the prefab fireplace. D) The proposed Chimney Fan and fire brick lining is not addressed in the ICC Report for the prefab fireplace and no installation instruction for the prefab fireplace provided. City of Carlsbad 110948 6/16/2011 E) The ICC-ES Evaluation Report # ESR-2316 does not include data for the proposed "Isoflame 6 foot linear gas burner by isokern with electric starter switch" as noted in the detail 2 on sheet A8.1. Please correct. 26. Please provide the standards and testing data and infield approval for the proposed non listed direct vent power vented gas fireplace. Details 1 and 2 on sheet A8.1 seem to show a custom infield built direct vent gas fireplace with a power vent. See the item #25 above. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 29. Correct the gas piping sediment trap location on sheet MP2.4 to be down stream of the appliance shut-off valve. No sheet MP2-4 provided in the plan package? 30. Please provide listing data for the gas fireplace showing the gas demand and provide complete gas line plans and sizing calculations for the gas lines from the new gas fireplace back to the public gas meter, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. The ICC-ES Evaluation Report* ESR-2316 does not include data for the proposed "Isoflame 6 foot linear gas burner by isokern with electric starter switch" as noted in the detail 2 on sheet A8.1. Please provide listing data, installation instructions and cut-sheets for the "Isoflame 6 foot linear gas burner by isokern with electric starter switch." No sheet MP2-4 provided in the plan package? MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 32. Please provide listing data, installation instructions and/or engineers design for the d4fB€t-proposed power vent gas fireplace. See the item #25 above. And no response by the Structural Engineer? Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT EsGil Corporation In Partnership •with government for <BuiCding Safety DATE: 5/18/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 110948 PROJECT ADDRESS: 2100 Costa Del Mar a APPLICANT a (JdRisT^x a^LAN REVIEWER a FILE SET: I PROJECT NAME: La Costa Resort & Spa Clubhouse Lobby Bar Renovation The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below, are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 2<] 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: Tom McCabe 2011 B San Elijo Ave. Cardiff, CA 92007 Esgil Corporation staff did not advise the applicant that the plan check has been completed. X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Tom McCabe Telephone #: 760-207-5720 Date contacted: 5J(?i 11 (by: V^) Email: tmccabe@McCabearch.com Fax #: & Mail ^ Telephone REMARKS: Fax In Person By: David Yao EsGil Corporation IEI GA IEI EJ PC Enclosures: 5/9 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 City of Carlsbad 110948 5/18/2011 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 110948 OCCUPANCY: A2 TYPE OF CONSTRUCTION: III-A ALLOWABLE FLOOR AREA: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: PATE INITIAL PLAN REVIEW COMPLETED: 5/18/2011 JURISDICTION: City of Carlsbad USE: clubhouse ACTUAL AREA: STORIES: HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/9 PLAN REVIEWER: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 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 for a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section/etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad 110948 5/18/2O11 1. 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. • PLANS 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. • FIRE-RESISTIVE CONSTRUCTION 3. Provide details on the plans for the fire-resistive construction. Include floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing number, ICC research report, etc.). Please clarify on the plan all walls are 1hr. Detail 15/A8.1 shows non- rated? 15 is not shown on the detail A8.1? Floor/ceiling shall be 1hr. What is ICC approval number for the floor/ceiling assembly? 5/8" type 'x' gypsum board does not mean 1 hr. a) In California, Section 705.5 was modified for Group A, E, H, I, L and R occupancies, along with high-rise buildings, by requiring exterior walls to be rated for exposure to fire from both sides, regardless of fire separation distance. 4. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in IBC Section 713." 5. Detail column fire protection and specify column impact protection in garage areas per Section 704.9. As a minimum, show a steel jacket around each column to a height of 5 feet above the ground for impact protection. 6. Where columns require a fire-resistance rating, the entire column, including its connections to beams or girders, shall be protected. Where the column extends through a ceiling, fire resistance of the column shall be continuous from the top of the floor through the ceiling space to the top of the column. Section 704.2. City of Carlsbad 110948 S/18/2O11 EXITS 7. Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1008.1.9.3. In lieu of the above, in a Group B, F, M or S occupancies (or Group A having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." This signage is only allowed at the main exit. 8. Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more (and any occupancy of Group H) shall not be provided with a latch or lock unless it is panic hardware. Section 1008.1.10. 9. All doors and gates, within the exit path to a public way from an occupancy of Group A or E having an occupant load of 50 or more (and any occupancy of Group H) shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1008.1.10 and 1002. 1.0. When additional doors are provided for egress purposes, they also shall conform to the requirements of Section 1008.1 (width, swing, hardware, etc.). 11. The proposed exiting from mezzanine (EX4) shows kitchen at north end. Part of this remodel? Plan? 12. Regardless of occupant load, a floor or landing not more than Vz inch below the threshold is required on each side of an egress door. Section 1008.1.7. STAIRWAYS 13. Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 1009.4.2. Show rise and run for the stairway from second floor to mezzanine. 14. Handrails (Sections 1012 & 1009.12): Show handrail detail for the steps at lobby. a) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. If the handrail is not circular, it shall have a perimeter dimension of at least 4" and not greater than 6.25" with a maximum cross-section dimension of 2.25 inches. b) Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. c) Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. d) Ends of handrails shall be returned to a wall, guard or the walking surface. • ACCESSIBILITY 15. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. City of Carlsbad 110948 5/18/2011 • ADDITIONAL 16. Provide complete structural calculation to justify all the structural sheets of the plan. (No structural calculation was provided) 17. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. 18. 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. 19. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Q Yes Q No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 20. Why a new supply feeder to an existing distribution board (1KDB2)? 21. On the single line, the 112.5 transformer, panel K20, and panel K21 are all existing shown with new supply conductors? Please explain. (On the floorplan iKDB2 is described as "new".) ENERGY CONSERVATION 22. Please provide energy design for the proposed changes in the exterior walls and roof and raised floor showing requirements for insulation and glazing at walls between conditioned and non-conditioned spaces. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. City of Carlsbad 11O948 5/18/2011 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 23. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 24. Correct the statement on the Title Sheet of the plans to show compliance with the current Codes, as of the first day of 2011. The following are the correct current Codes: a) The 2010 edition of the California Electrical Code (CEC) adopts the 2008 National Electrical Code (NEC) and the 2010 California Amendments. b) The 2010 edition of the California Mechanical Code (CMC) adopts the 2009 Uniform Mechanical Code (UMC) and the 2010 California Amendments. c) The 2010 edition of the California Plumbing Code (CPC) adopts the 2009 Uniform Plumbing Code (UPC) and the 2010 California Amendments. d) The 2010 edition of the California Fire Code (CFG) adopts the 2009 International Fire Code (IFC) and the 2010 California Amendments. 25. Please provide listing data for the proposed See-Through, 72" ISOKERN Magnum Series Fireplace, Fire Box. Engineers design is required for the required steel, grout and support system for the ISOKERN Fireplace. Please provide. Detail 1 on sheet A8.1 seems to show a prefab ISOKERN Fireplace fire box to be used as a smoke chamber. Please correct. Please provide the engineers design for the sizing of the combustion air ducting, fire box sizing, chimney sizes, and the fan sizes. 26. Please provide the standards and testing data and infield approval for the proposed non-listed direct vent gas fireplace. Details 1 and 2 on sheet A8.1 seem to show a custom infield built direct vent gas fireplace with a power vent. 27. The metal studs of the wall around the chimney may not be supported on the fire box, fire bricks. 28. Detail how the fire rating is to be maintained at the chimney and combustion air opening in the fire rated ceiling at the existing 1-HR Roof system. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 29. Correct the gas piping sediment trap location on sheet MP2.4 to be down stream of the appliance shut-off valve. City of Carlsbad 110948 5/18/2011 30. Please provide listing data for the gas fireplace showing the gas demand and provide complete gas line plans and sizing calculations for the gas lines from the new gas fireplace back to the public gas meter, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section .1217.0. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 31. Mechanical for new exhaust system in the new Bag Storage Room is OK. 32. Please provide listing data, installation instructions and/or engineers design for the direct vent gas fireplace. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS. ADDITIONS AND REPAIRS When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. PEDESTRIAN RAMPS Show that any path of travel with a slope >1:20 (5%) complies with pedestrian ramp requirements, per Section 1133B.5. City of Carlsbad 110948 5/18/2011 30. Please provide listing data for the gas fireplace showing the gas demand and provide complete gas line plans and sizing calculations for the gas lines from the new gas fireplace back to the public gas meter, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 31. Mechanical for new exhaust system in the new Bag Storage Room is OK. 32. Please provide listing data, installation instructions and/or engineers design for the direct vent gas fireplace. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS. ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. PEDESTRIAN RAMPS 2. Show that any path of travel with a slope >1:20 (5%) complies with pedestrian ramp requirements, per Section 1133B.5. City of Carlsbad 110948 5/18/2011 3. The allowable slope for an accessible ramp is ^1:12 (8.33%). per Section 1133B.5.3. Revise plans to show the least possible slope is being provided for all ramps, per Section 1133B.5.1. Sheet A2.2 shows 8.77% ramp slope? 4. The allowable cross slope at pedestrian ramps shall be ^ 1:50 per ft (2%), per Section 1133B.5.3.1. 5. Show or note that ramp surfaces will be slip resistant. 6. Revise plans to show required landings at the top and bottom of ramps, per Section 1133B.5.4. The ramp shown on A2.2 does not comply with the requirements. a) The bottom landing shall be >72" in the direction of travel. b) The top landing shall be a >60" x 60". 7. Show that the required intermediate landing is provided, per Section 1133B.5.4 as follows: a) >60" long where the elevation change is >30". b) >72" long at direction changes >30°. City of Carlsbad 110948 5/18/2011 WIE 1mmm earn, OMTQ IAKE»3, «• MH WifS DQQt WSBW W MM,WHEN NO BOOR UUiMS NOTE t MOBMUtt BGHEOMML EHSTANGfe. (PEACHRUMP *NP RUM WRIT RAIK3BM (*)ST1tAISHrRMB>RUN E,- I W6K.H BOOBeuro umm? . 4? MM. WK EMM W MM. N011; ME'ifL PUTFOfMl* PIHK38M 8. Show that handrails are >1 %" but ^1 Vz in any cross sectional dimension. Additionally, show that the handrails are placed a >11/4" from any wall, per Section 1133B.5.5. 9. Show or note that handrails meet the following requirements, per Section 1133B.5.5: a) Are continuous. b) Are to be located >34" but ^38" above the ramp surface. c) Extend >12" beyond both the top and bottom landings. d) Ends are to be returned. 10. Where the ramp surface is not bounded by a wall, the ramp shall comply with one of the following requirements, per Section 1133B.5.6: a) A guide curb a minimum of 2" in height shall be provided at each side of the ramp; or City of Carlsbad 110948 5/18/2011 b) . A wheel guide rail shall be provided, centered 3" ± 1" above the surface of the ramp. 1? MIN= (b)OJKRtlL 12' MIH. SUIDE RAIL CENTERED At H1SH WHEEL GUDIDETMl THESE QW3RAM8 lUUSmSTETHE SPECIFIC REOJBEMENIS OF THESE RH3ULATK3NS MOtiOE WIQffiHJ OtCTA&W AID FOR BUtDWS DBS«« At® -OONSflHJCTKM FIGURE tlB^J—«*»«ra AMD STOEWALKS 11. Note that all wall surfaces, adjacent to handrails, will be free of sharp or abrasive elements, per Section 1133B.5.5.1 (i.e., no stucco). ENTRANCES AND CIRCULATION 12. Floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, elevators or lifts. Section 1120B.1. It appears to there step inside new storage at first floor. The proposed storage shall be accessible. DOORS 13. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be ^14" lower than the doorway threshold, per Section 1133.2.4.1. 14. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1133B.2.5.2: a) Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or City of Carlsbad 110948 5/18/2011 other hardware designed to provide passage without requiring the ability to grasp the opening hardware. b) Is to be centered >30" but <44" above floor. 15. Show or note that the maximum effort to operate doors shall not exceed Q-Vz pounds for exterior doors and 5 pounds for interior doors, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 1133B.2.5. 16. Show or note that the lower 10" of all doors comply with Section 1133B.2.6, as follows: a) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. b) Narrow frame doors may use a 10" high smooth panel on the push side of the door. STAIRWAYS AND HANDRAILS 17. Show that handrails extend a >12" beyond top nosing, and >12"-plus-tread-width beyond the bottom nosing. At the top, the extension shall be parallel with the floor. At the bottom, the handrail shall continue to slope for a distance of one tread width; the remainder of the extension shall be horizontal. Section 1133B.4.2.2. (Steps at lobby) City of Carlsbad 110948 5/18/2011 O'FtUSWAD WIDTH MIN, Of 'THESC' TilE rmum 11 a-ss ...WASNy«j s-mnufi AND HANDRAIL. EXTENSJOJJS. 18. Per Section 1133B.4.2.6.1, provide details, sections or notes to show that handgrip portions of handrails are: a) >1%" and <11/2M in cross sectional dimension. b) The shape may provide an equivalent gripping surface. c) The handgrip portion shall have a smooth surface, without any sharp corners. 19. Stair treads shall be no less than 11" deep, measured from riser to riser. Section 1133B.4.5.3. This applies even if basic UBC provisions may allow a narrower tread. 20. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 1133B.4.4, as follows: a) At least 2" wide (but not more than.4" wide). b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. SANITARY FACILITIES 21. Note that the doorways leading to sanitary facilities shall be identified, per Section 1115B.6, as follows: City of Carlsbad 110948 5/18/2O11 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. MULTIPLE ACCOMMODATION SANITARY FACILITIES (Show all bathrooms details on the plan) City of Carlsbad 110948 5/18/2011 59" MIN.AT FLOOR-MOUNTED W.C. WHEN DOOR SWINGS IN 56" MIN. AT WALL-MOUNTED W.C. WHEN DOOR SWINGS IN 54" MIN. FLUSH ACTIVATOR ON WIDE SIDE 22. Show that the accessible rest room is to be provided with a 60" minimum diameter clear space measured from the floor to a height of 27 inches. NOTE: Doors (other than the door to the accessible toilet compartment) in any position may encroach into this space by not more than 12 inches, per Section 1115B.3.1. 23. Doors s/?a// not swing into the clear floor space required for any fixture within the toilet facility. Section 1115B.3.1.2. City of Carlsbad 11O948 5/18/2011 24. Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 1115B.3.1,4: a) >28" clear space from a fixture (or >32" clear space from a wall) at one side. b) The other side of the water closet shall provide 18" from the centerline of the water closet to the wall. c) The compartment shall be a minimum of 60" wide. d) Clear space in front of the water closet shall be: i) >48" if the compartment has an end opening door, ii) >60" is required for side opening doors. e) Grab bars shall not project more than 3" into the clear spaces indicated. 25. If the water closet compartment has an end-opening door (facing the water closet), the door shall be located on a diagonal to the water closet, with a maximum stile width of 4 inches (see the figure below). Additionally, the door must be provided with a clearance of at least 18" at the strike side. CENTERLINE OF FIXTURE FLUSH ACTIVATOR ON WIDE SIDE ' MAX. ACCESSIBLE WATER CLOSET COMPARTMENT WITHIN A MULTIPLE-ACCOMMODATION TOILET FACILITY 26. Show or note, per Section 1115B.3.1.4 that the doors to the accessible water closet compartment will be equipped with a self closing device .with: a) >32" clear opening width when located at the end of the compartment. b) >34" clear opening width when located at the side of the compartment. 27. The door into the accessible water closet compartment shall be provided with a clearance of at least 18" at the strike side of the door, per Section 11156.3.1.4.5. Additionally, such doors shall have a clear space of not less than 48" as measured at right angles to the door in its closed position. City of Carlsbad 110948 5/1.8/2011 28. When 6 or more water closets are provided within a multiple-accommodation toilet room, show the additional requirements given in Section 1115B.3.1.5. • RESTROOM FIXTURES AND ACCESSORIES 29. 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. 30. 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. 31. 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. 32. Show that grab bars comply with the following, per Section 1115B.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 1 GVa" (±1") from the center line of the water closet stool. City of Carlsbad 11O948 5/18/2011 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". 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 11/2". 33. Per Section 1115B.8, show on the plans <40" height for: a) The operable parts of at least one: i) Paper towel dispenser. ii) Sanitary napkin dispenser. iii) Waste paper disposal. iv) Other similar dispensing and/or disposal fixtures. b) The bottom edge of mirrors. • SIGNAGE 34. Per Section 1011.3, tactile exit signs shall be required at the following locations: a) Wherever basic CBC provisions require exit signs from a room or area to a corridor or hallway. The tactile exit sign shall have the words, "EXIT ROUTE." b) Each grade-level exit door. The tactile exit sign shall have the word, "EXIT." c) Each exit door that leads directly to a grade-level exterior exit by means of an exit enclosure or an exit passageway. The tactile exit sign shall have the words, "EXIT ROUTE." d) Each exit door through a horizontal exit. The tactile exit sign shall have the words, "TO EXIT." 35. Tactile stair level identification signs (complying with Section 1117B.5.1) shall be located at each floor level landing in all enclosed stairways in buildings two or more stories in height to identify the floor level. At the exit discharge level, the sign shall include a raised five-pointed star located to the left of the identifying floor level. Section 1020.1.6. 36. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 1117B.5. 37. Provide a note on the plans stating that the signage requirements of Section 1117B.5 will be satisfied. City of Carlsbad 110948 5/18/2011 GROUP A OCCUPANCIES 38. Show that dining, banquet and bar facilities are accessible, per Section 11( as follows: (60" long 28-34" high access section of the bar) END OF DOCUMENT City of Carlsbad 110948 5/18/2011 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 110948 PREPARED BY: David Yao DATE: 5/18/2011 BUILDING ADDRESS: 2100 Costa Del Mar BUILDING OCCUPANCY:TYPE OF CONSTRUCTION: BUILDING PORTION renovation lobby bar Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. per city VALUE ($) 256,725 256,725 Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: PI Repetitive FeeRepeats Complete Review D Other [—1 Hourly EsGil Fee Structural Only Hr. @* $1,217.41 $791.32 $681.75 Comments: Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ADDRESS C6/1- 9ff DATE RESIDENTIAL RESIDENTIAL ADDITION MINOR « $20,000.00) SOLAR PANELS TENANT IMPROVEMENT PLAZA CAMINO REAL PREMIER OUTLETS VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE Docs/Mlsforms/piannlng Engineering Approvals CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov am applying tothe City of Carlsbad for the following type(s) of construction permit: Q Building Permit Q Right-of-Way Permit P My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* Wo Threat Assessment Criteria 0T My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tierl - Low Threat Assessment Criteria Q My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 • Moderate Threat Assessment Criteria Q My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 • Significant Threat Assessment Criteria Q My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or Q My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, Q My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge^). / certify to the best of my knowledge that the above checked statements are true and correct I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. B-24 Page 1 of 1 Rev.03/09 0* STORMWATER- CTAMriADnc Development Services DIAINUAKUJ> Engineering Department CITY OF QUESTIONNAIRE 1635 Faraday Avenue CARLSBAD E-34 ^W www.carlsbadca.gov INSTRUCTIONS: To address post-development pollutants that may be generated from development projects, the.City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Applicant responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by the applicant, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If applicants are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, they are advised to seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, applicants for construction permits must also complete, sign and submit a Project Threat Assessment Form to address construction aspects of the project. Please answer the questions below, follow the instructions and sign the form at the end. 1. Is your project a significant redevelopment? DEFINITION: Significant redevelopment is defined as the creation, addition or replacement of at least 5,000 square feet of impervious surface on an already existing developed site. Significant redevelopment includes, but is not limited to: the expansion of a building footprint; addition to or replacement of a structure; structural development including an increase in gross floor area and/or exterior construction remodeling; replacement of an impervious surface that is not part of a routine maintenance activity; and land disturbing activities related with structural or impervious surfaces. Replacement of impervious surfaces includes any activity that is not part of a routine maintenance activity where impervious material(s) are removed, exposing underlying soil during construction. If your project IS considered significant redevelopment, then please skip Section 1 and proceed with Section 2. If your project IS NOT considered significant redevelopment, then please proceed to Section 1. E-34 ' Page 1 of 3 REV 3/23/10 CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov [SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE Does you project meet one or more of the following criteria:YES NO 1. Housing subdivisions of 10 or more dwelling units. Examples: single family homes, multi-family homes, Condominium and apartments 2. Commercial - greater than 1-acre. Any development other than heavy industry or residential. Examples: hospitals; laboratories and other medical facilities; educational institutions; recreational facilities; municipal facilities; commercial nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels; office buildings; public warehouses; automotive dealerships; airfields; and other light industrial facilities. 3. Heavy Industrial / Industry- greater than 1 acre. Examples: manufacturing plants, food processing plants, metal working facilities, printing plants, and fleet storage areas (bus, truck, etc.). 4. Automotive repair shop. A facility categorized in any one of Standard Industrial Classification (SIC) codes 5013, 5014, 5541, 7532-7534, and 7536-7539 5. Restaurants. Any facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hydromodification requirements. ^ 6. Hillside development. Any development that creates 5,000 square feet of impervious surface and is located in an area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater. 7. Environmentally Sensitive Area (ESA)1. All development located within or directly adjacent2 to or discharging directly3 to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of imperyiousness of a proposed project site to 10% or more of its naturally occurring condition. 8.Parking lot. Area of 5,000 square feet or more, or with 15 or more parking spaces, and potentially exposed to urban runoff 9. Streets, roads, highways, and freeways. Any paved surface that is 5,000 square feet or greater used for the transportation of automobiles, trucks, motorcycles, and other vehicles 10. Retail Gasoline Outlets. Serving more than 100 vehicles per day and greater than 5,000 square feet 11. Coastal Development Zone. Any project located within 200 feet of the Pacific Ocean and (1) creates more than 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 10%. 12. More than 1-acre of disturbance. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project4. 1 Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. 2 "Directly adjacent" means situated within 200 feet of the Environmentally Sensitive Area. 3 "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these include all projects that contribute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant-generating Development Projects if they are built with pervious surfaces or if they sheet flow to surrounding pervious surfaces. Section 1 Results: .If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3. A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application. If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3. E-34 Page 2 of 3 REV 3/23/10 CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development..Services. Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 2 SIGNIFICANT REDEVELOPMENT Complete the questions below regarding your redevelopment project: 1 . Project results in the disturbance of more than 1 -acre or more of land and is considered a Pollutant-generating Development Project (see definition in Section 1). YES NO ^If you answered NO, please proceed to question 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1 )• <- If you answered YES, please proceed to question 3. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet POP requirements" box in Section 3 below. 3. Is the project solely limited to just one of the following: a. Trenching and resurfacing associated with utility work? b. Resurfacing and reconfiguring existing surface parking lots? c. New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads? d. Replacement of existing damaged pavement? f ^ .«•-• ^ /•" If you answered NO to ALL of the questions, then proceed to question 4. If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3 below. 4. Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet of the Pacific Ocean and (1)create more than 2500 square feet of impermeable surface or (2) increases impermeable surface on the property by more than 10%?^ If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. SECTION 3 Questionnaire Results: My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional Stormwater criteria per the SUSMP and must prepare a Storm Water Management Plan for submittal at time of application. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. Applicant Information and Signature Box This Box Iqpeity Use Only Project ID: ' E-34 Page 3 of 3 REV 3/23/10 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB110948 DATEMay 10, 2011 ADDRESS 2100 Costa Del Mar RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING SOLAR PANELS OTHER Interior remodel lobby lounge La Costa Resort PLANNER Van Lynch DATE May 10, 2011 ENGINEER DATE H:\ADMIN\COUNTER/PUNNINC/ENCINEERINC APPROVALS Carlsbad Fire Department BUILDING Plan Review Requirements Category: TI, COMM Date of Report: 07-06-2011 Reviewed by: Name: Address: TOM MCCABE 2011BSANELIJOAV CARDIFF CA 92007 Permit #:CB 110948 Job Name: LA COSTA RESORT: 6700 SF LOBBY Job Address: 2100 COSTA DEL MAR RD CBAD x^iifffi^rio^tfffixJoi^ii^^m&xxxmMCffi^ Conditions: Cond: CON0004748 [MET] ** CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. RECOMMENDED FOR APPROVAL Page: 1 of 2 Daryl K. James & Associates, Inc. Checked by: Susan GuzzettBLDG.. DEPT COPY Date: July 4, 2011 APPLICANT: KSL Resorts JURISDICTION: Carlsbad Fire Department PROJECT NAME: La Costa Resort PROJECT ADDRESS: 2100 Costa Del Mar Carlsbad PROJECT DESCRIPTION: CB110948 Renovation of lobby lounge, new ramp, modify exiting plan of clubhouse. INSTRUCTIONS « This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. « To expedite the recheck process, please note on this document (or copy) how and where each correction item listed below has been addressed (sheet number, note number, detail number, legend number, etc.). Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • PLEASE SEND OR DELIVER REVISED PLANS WITH BUILDING DEPT. COMMENTS DIRECTLY TO: SUSAN GU2ZETTA 5121 COSTA RUSTICO SAN CLEMENTE, CA 92673 • Please direct any questions regarding this review directly to: Susan Guzzetta at 949-573-1558 or stguzzetta@gmail.com CORRECTIONS: V Please indicate if this project is in a "High Hazard Severity Zone" as defined by Carlsbad Fire Department. Needed for determination of required window type because existing windows are to be replaced. Noted Sheet TS V Provide note on plans that all finishes will comply with C.B.C. Section 803 Wall and Ceiling Finishes. Noted Sheet TS ^ Provide deferred submittals title block on cover page. Include fire sprinklers and fire alarm if applicable". Noted Sheet TS V Provide note on plans that new occupant load signs will be posted in the areas where the occupant load has been modified. The current fire permit for "assembly" occupancy will also need to have the occupant numbers modified through the Carlsbad Fire Department. Noted Sheet TS A2.1 V Indicate fire extinguisher locations. Noted on Sheet A2.1 however, not shown in all areas. Note: Travel distance to a fire extinguisher shall not exceed 75 feet. V Show proposed and existing exit signs. Exit signs are required to be illuminated as per CBC Sec. 1011.2. Shown on Sheet E2.2 V As per CBC 1011.5.3 indicate that emergency power supply has been provided with duration of not less than 90 minutes. Existing UPS System shown E1.1 V As per CFC Section 1008.1.10 Doors serving a Group occupancy shall not be provided with a latch or lock unless it is panic hardware or fire exit hardware. This would apply to doors #1, 2, and 3. Hardware schedule does not indicate panic hardware. Noted hardware schedule Sheet A2.1 "w/out lock w/push/pull." Note: Panic hardware required for door #1,2,8,3. Page 2 of 2 A2.2 V CFC 1009.6.3 Enclosure under stairways. The walls and soffits within enclosed unusable spaces under enclosed and unenclosed stairways shall be protected by 1-hour fire resistance-rated construction or the fire-resistance rating of the stairway enclosure, whichever is greater. - As per detail number 2, the wall between the "storage" and "un-used" area is not rated. All other walls for storage area is 1-hour fire rated. The 1-hour rating should be provided for the entire room on all sides. Existing one-hour rated wall indicated on Sheet A2.2 between storage and un-used area. EX3&4 V Occupant loads and distances for exit analysis is not legible on sheets EX 3 and EX 4. Sheet EX1 - EX5 legible for exit analysis clarification. M2.3 V Ceiling mounted exhaust fan must be coordinated with fire sprinkler modifications. The fan should shut down upon fire sprinkler activation in the room with the ceiling fan. Provide note on plan. Removed from plan. Daryl K. James & Associates, Inc. CORRECTION LIST BLMbaQ Checked by: Susan Guzzetta Date: May 19, 2011 APPLICANT: KSL Resorts JURISDICTION: Carlsbad Fire Department PROJECT NAME: La Costa Resort PROJECT ADDRESS: 2100 Costa Del Mar Carlsbad PROJECT DESCRIPTION: CB110943 Renovation of lobby lounge, new ramp, modify exiting plan of clubhouse. INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. » To expedite the recheck process, please note on this document (or copy) how and where each correction item listed below has been addressed (sheet number, note number, detail number, legend number, etc.). Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • PLEASE SEND OR DELIVER REVISED PLANS WITH BUILDING DEPT. COMMENTS DIRECTLY TO: SUSAN GUZZETTA 5121 COSTA RUSTICO SAN CLEMENTE, CA 92673 • Please direct any questions regarding this review directly to: Susan Guzzetta at 949-573-1558 or stquzzetta@gmail.com CORRECTIONS: Please indicate if this project is in a "High Hazard Severity Zone" as defined by Carlsbad Fire Department. Needed for determination of required window type because existing windows are to be replaced. Provide note on plans that all finishes will comply with C.B.C. Section 803 Wall and Ceiling Finishes. Provide deferred submittals title block on cover page. Include fire sprinklers and fire alarm if applicable. Provide note on plans that new occupant load signs will be posted in the areas where the occupant load has been modified. The current fire permit for "assembly" occupancy will also need to have the occupant numbers modified through the Carlsbad Fire Department. A2.1 Indicate fire extinguisher locations. Show proposed and existing exit signs. Exit signs are required to be illuminated as per CBC Sec. 1011.2. As per CBC 1011.5.3 indicate that emergency power supply has been provided with duration of not less than 90 minutes. As per CFC Section 1008.1.10 Doors serving a Group occupancy shall not be provided with a latch or lock unless it is panic hardware or fire exit hardware. This would apply to doors #1, 2, and 3. Hardware schedule does not indicate panic hardware. - * . „ Page 2 of 2 A2.2 • CFC 1009.6.3 Enclosure under stairways. The walls and soffits within enclosed unusable spaces under enclosed and unenclosed stairways shall be protected by 1-hour fire resistance-rated construction or the fire-resistance rating of the stairway enclosure, whichever is greater. — As per detail number 2, the wall between the "storage" and "un-used" area is not rated. All other walls for storage area is 1-hour fire rated. The 1-hour rating should be provided for the entire room on all sides. EX3&4 • Occupant loads and distances for exit analysis is not legible on sheets EX 3 and EX 4. M2.3 • Ceiling mounted exhaust fan must be coordinated with fire sprinkler modifications. The fan should shut down upon fire sprinkler activation in the room with the ceiling fan. Provide note on plan. STRUCTURAL CALCULATIONS LA COSTA RESORT & SPA RECEPTION LOBBY REMODEL CARLSBAD, CA Prepared For: LC TRS, INC. MEC Project No.: 1118 Date Issued: 4/29/11 Revision Dates: Prepared By: MCNEFF ENGINEERING & CONSULTING A V K O I I S S I O N A I. C () R P O K A V I () \ 1991 VILLAGE PARK WAY SUITE 115 ENCINITAS, CA 92024 T (760) 479-9838 F (760) 479-9837 www.mcneffengineering.conn McNEFF ENGINEERING MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Enc'mitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 JOB. MCNEFF ENGINEERING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinilas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 1 I ___ ____ i. ___ i _____ I ___ 1 . T _ GiteaQii _jfe^ ^rfefci1 ' T '—i—i—i—i 1 i T^F __• A ^^ McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 HU SHEET NO.. CALCULATED BY_ CHECKED BY OF DATE_ DATE_ 4iV5 , ! •fr *-|M? U4i4a^M^4/«.-4—4- «rS4£2 tm 3U. K i 54.r v,""-*t :S 44- 4 1- 4— t^H-KJ vz4-**of -Bfe^HS-r , - , "Tj | [_ j — p. „„„ _, L| -) .j, : ^- c 2 1 irt ~t i/ | E—ff£,. ,-^4/._ ? I f ~~~-f -- __ J. 1~ H-+- ~i— ._ U _1 Tel: McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 (760) 479-9838 • Fax: (760) 479-9837 SHEET NO.. CALCULATED BY_ CHECKED BY. SCALE. OF DATE. DATE. McNEFF ENGINEERING JOB_ & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 -£-4—1 |-£j &!!>!•.£ i I _L_1 ~ ——- - - :Mt~~!^tb-Mtefc v'« ]K«5tLia_-_i 1 L Jfo5Ti?J^|?i i irin^'l, ..^_^: ^ McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Parfc Way, Suite 115 Encinitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 ™ SHEET NO. .OF DATE. DATE. _3_ SCALE ICC EVALUATION SERVICE Most Widely Accepted and Trusted iCC-ES Evaluation Report ESR-2316 Issued ApriH, 2009* This report is subject to re-examination in one year. www.icc-es.org | (800) 423-6587 | (562)699-0543 A Subsidiary of the International Code Council® DIVISION: 10—SPECIALTIES Section: 10305—Manufactured Fireplaces REPORT HOLDER: EARTHCORE INDUSTRIES, LLC 6899 PHILLIPS INDUSTRIAL BOULEVARD JACKSONVILLE, FLORIDA 32256 (904)363-3417 www.isokern.net EVALUATION SUBJECT: ISOKERN STANDARD MODELS 36-INCH, 42-INCH AND 46-INCH FIREPLACE AND CHIMNEY SYSTEMS; ISOKERN MAGNUM FIREPLACE SERIES MODELS 36, 42, 48, 60 AND 72; ISOKERN FIREPLACE WITH FIRE- LITE APPLICATION; MODELS VF-36, VF-42, AND VF-46 UNVENTED GAS APPLIANCE ENCLOSURES; AND MODELS IBV-36, IBV-42, AND IBV-46 VENTED GAS APPLIANCE ENCLOSURES 1.0 EVALUATION SCOPE Compliance with the following codes: • 2006 International Building Code® (IBC) • 2006 International Residential Code® (IRC) • 2006 International Mechanical Code® (IMC) • 2006 International Fuel Gas Code® (IFGC) Properties evaluated: • Fire resistance • Seismic resistance 2.0 USES The Isokern fireplaces are wood-burning or gas-burning fireplaces that are constructed in the field using prefabricated cementitious blocks. 3.0 DESCRIPTION 3.1 Solid-fuel-burning Fireplaces: Isokern Standard Models 36-Inch, 42-Inch, and 46-Inch with DM Chimney; and Magnum Fireplace Series Models 36, 42, 48, 60 and 72 with DM54 Chimney: Isokern fireplaces and DM54 chimney systems are modular refractory units designed for field assembly. The units consist of interlocking precast parts that are fitted together in the field using a premixed mortar called Earthcore mortar, supplied with the units, to form a solid- fuel-burning fireplace and chimney system. The refractory parts are manufactured using a proprietary mixture of volcanic pumice aggregate and aluminate cement. The firebox, smoke dome and chimney outer casing are manufactured with medium-density material, and the flue liner with high-density material. High-temperature refractory firebricks, a minimum of 11/a inches (28.6 mm) thick, are provided to line the interior of the firebox. The firebox is available in sizes noted in Table 2. See Figures 1, 3 and 4 for further details. 3.2 Fire-Lite Systems: 3.2.1 General: The Fire-Lite systems consist of Standard Models 36-inch, 42-inch, and 46-inch fireplaces and Magnum Series Models 36-inch, 42-inch and 48-inch fireplaces, described in Section 3.1, and a factory-built chimney. All conditions of fireplace manufacture and installation noted in Section 3.1 apply, except as noted in Section 3.2.2. 3.2.2 Factory-built Chimney: A listed and labeled FTF- 13 Class A factory-built chimney is used with the fireplaces, subject to the following requirements: 1. The factory-built chimney is listed by an approved agency for compliance with the requirements of UL 103 for continuous use at 1000°F (537°C) and intermittent use at 1700°F (927°C). 2. The factory-built chimney is for use only with an open combustion chamber and must be marked "Residential Type and Building Heating Appliance Chimney." 3. The chimney is either solid-pack insulated, a combination of insulation and air space, or noninsulated, completely thermal siphoning, double- wall air-cooled. 4. Listed chimney liners conforming to the 1700°F (927°C) requirements of UL 1777, ULC S635, or ULC S640 may be used. 5. Chimneys and chimney liners must be installed and terminated in accordance with the manufacturer's installation instructions and under the terms of the manufacturer's listing for use with open-faced, masonry fireplaces. 6. A minimum 2-inch (51 mm) clearance to combustible construction and 3-inch (76 mm) clearance to insulation is maintained. 'Corrected May 2009 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2009 ESR-2316 | Most Widely Accepted and Trusted Page 2 of 6 3.3 Models VF-36, VF-42, and VF-46 Unvented Gas Appliance Enclosures: The enclosures consist of materials similar to those used for the Isokern solid-fuel-burning fireplaces. The enclosures are recognized as complying with ANSI Z21.91 and are for use with unvented decorative gas logs listed and labeled as complying with ANSI Z21.11.2, and having a maximum heat input of 40,000 Btu/h (11 700 W). The gas logs must be factory-equipped with a listed oxygen- depletion safety shutoff system (ODS) and must comply with IFGC Section 620.6. The enclosure must only be installed within a room that has a primary source of heat, and use of the units is prohibited in locations defined in IRC Section G2406.2 and IFGC Section 303.3. Combustion air must be provided in accordance with IRC Section M1702 and IFGC Section 621.5. The room in which the units are installed must have a free-air volume equal to or greater than 50 cubic feet per 1000 Btu/h (4.8 m /kW) of the aggregate input rating of all appliances within the room. Glass doors must not be used with these units. The base, sides, rear and top of the firebox consist of preformed refractory components that interlock together to form the enclosure. Assembly of the firebox is as described in Section 4.1 of this report, except that a 1/2-inch-wide (12.7 mm) mortar joint is used; and 1 '/a-inch-thick (28.6 mm) (minimum) refractory firebrick, conforming to ASTM C 1261, is used to line the hearth, side walls and back wall. The unit must be anchored in accordance with IRC Section M1307.2 and IFGC Section 301.12. The firebox is illustrated and dimensions are noted in Figure 2. The firebox may be installed on combustible construction when installed as described in Section 4.1, and at zero clearance to combustible construction on sides, back and top. Minimum clearances are 151/2 inches (394 mm) to side walls, 42 inches (1067 mm) to ceilings and 12 inches (305 mm) to combustible mantles. 3.4 Model IBV-36, IBV-42 and IBV-46 Vented Gas Appliance Enclosures: 3.4.1 General: The system is as described in Section 3.3, except that decorative gas logs listed in accordance with ANSI Z 21.60 are provided with the enclosures for connection to listed gas vents as described in Section 3.4.2. 3.4.2 Gas Vent: The gas vent system consists of a nominally 10-inch-diameter (254 mm), Type B gas vent complying with Chapter 8 of the IMC and Chapter 5 of the IFGC. 3.5 Factory-built Chimney: The firebox units, described in this report, may be used in conjunction with factory-built chimneys listed and labeled as complying with UL103, and must be used with one in Seismic Design Categories D, E, and F. The factory-built chimneys must comply with Type HT requirements of UL 103 and be marked "Type HT" and "Residential Type and Building Heating Appliances." The chimneys are limited to a maximum height of 80 feet (24380 mm) and a minimum height of 14 feet (4270 mm); except that where offsets are used, the minimum height is 17 feet (5180 mm). The maximum number of offsets is two. 3.6 Grout and Mortar: Grout used in construction of the fireplace unit is Quickcrete Concrete Mix #1001, 4000 psi concrete mix or equivalent. Mortar used with the fireplace unit is Earthcore mortar. 4.0 DESIGN AND INSTALLATION 4.1 General: The fireplaces must be installed in accordance with this report, the manufacturer's instructions and the applicable code. A copy of the manufacturer's published instructions must be available at the jobsite at all times during installation. 4.2 Design: Installation is limited to Seismic Design Categories A, B, and C, except that when installation is in accordance with Section 4.3 of this report, the fireplaces may be installed in Seismic Design Categories D, E and F, provided the seismic design factors are limited to the values noted in Table 1. The seismic design must be in accordance with Sections 15.3.2 (1) and 13.3, 13.4, 13.5 and 13.6 of ASCE 7. Fireplace systems used in Seismic Design Categories D, E, and F are limited to those incorporating listed and labeled factory-built chimneys. Structural design calculations and construction plans prepared by a licensed design professional are required to determine the requirements for the fireplace foundation and anchorage of the fireplace to the foundation. When installation is on wood floor construction, the licensed design professional must determine the requirements for support and anchorage for the combined gravity and seismic loading. The applicability of the seismic design parameters in Table 1 must be verified with due consideration of the flexibility of anchorage and supports. In addition, the calculated long-term deflection of the wood members supporting the fireplace must not exceed the values shown in IBC Table 1604.3 for floor members. Under the IRC, an engineered design must be provided in accordance with IRC Section R301.1.3. 4.3 Installation: 4.3.1 General: A noncombustible foundation, adequate to support air required loads, is necessary and must be approved by the building inspector. Fire-Lite Series and Models IBV-36, IBV-42 and IBV-46 Vented Gas Appliance Enclosure units and Models VF-36, VF-42 and VF-46 may be installed on combustible systems. For combustible supporting systems, installation of a 3-inch-thick (76 mm) Earthcore base plate is required before placement of the firebox hearth components. The Fire-Lite system firebox is assembled following the manufacturer's published instructions. Anchorage of the fireplace unit to the foundation or supporting floor must be designed as described in Section 4.2. Units are assembled on the foundation by installing the base plate, firebox wall sections, damper assembly and smoke dome. Earthcore Mortar is mixed with water until smooth and without dry spots, and is then poured into the supplied Earthcore application bag and applied to one adjoining component face of each joint. A 1/2-inch-wide (12.7 mm) line of mortar is applied 1/2 inch (12.7 mm) from all edges of the face with two longitudinal lines between. Mortar must be exposed at the joints when components are joined, and the excess must be smoothed out. The firebox hearth, side walls and back wall are then lined with approved refractory bricks a minimum of 11/s inches (28.6 mm) thick, except for the Magnum Models 60 and 72, which require minimum 4- inch-thick (101.6 mm) approved refractory bricks, complying with ASTM C 27 or ASTM C 1261, at the side walls using a refractory mortar, complying with ASTM C 199, recommended by Earthcore Industries, LLC. ESR-2316 | Most Widely Accepted and Trusted Page 3 of 6 4.3.2 Clearances: Minimum clearances from the fireplace opening to side walls and ceilings are 24 inches (610 mm) and 61 inches (1549 mm), respectively. Sheathing and trim must be kept at least 8 inches (203 mm) from the opening. Combustible mantles must be at least 12 inches (305 mm) above the opening. A noncombustible hearth extension is necessary and must extend a minimum of 20 inches (508 mm) in front and 12 inches (305 mm) beyond each side of the fireplace opening. For the Magnum Series Models 60 and 72, minimum clearances from the fireplace opening to side walls and ceilings are 48 inches (305 mm) and 61 inches (1549 mm), respectively. Sheathing and trim must be kept at least 9 inches (228 mm) from the opening. Combustible mantles must be at least 38 inches (965 mm) above the opening. A noncombustible hearth extension is necessary and must extend a minimum of 33 inches (838 mm) in front of and 12 inches (305 mm) beyond each side of the fireplace opening. This fireplace has not been tested for use with doors. If doors are required by the local authority having jurisdiction, the fireplace must be operated with the doors in the fully open position. 4.3.3 DM54 Chimney Systems: The DM54 chimney system must be supported from the top plate of the smoke dome. The chimney is assembled starting with a 6-inch- high (152 mm) liner that offsets the joints in the octagonal inner Earthcore liner from those in the square outer chimney casing. The mortar mix is applied in all joints as previously described. The outer chimney blocks have provisions for installation of reinforcing bars. Chimneys may include offsets with a maximum horizontal distance of 6 feet (1829 mm) which is 24 offset blocks in sequence. The offset blocks are supplied by Earthcore Industries, LLC, and are illustrated in Figure 1. The fourth and sixth offset blocks and every third block thereafter must be supported by a concrete block support wall. Where required by the code official, details of the support wall construction must be provided. The portion of the chimney exposed to the exterior must be covered with weather protection material such as exterior plaster or brick veneer, in accordance with the applicable code. Terminations must comply with Sections 716 and 2113.9 of the IBC and Sections R602.8, R1001.6 and R1001.16 of the IRC. Where required by the code official, an approved spark arrester complying with Section 2113.9.1 of the IBC must be used. For installations with vertical chimneys, the fireplace and chimney may be installed with zero clearance to combustibles, except that the Magnum series units require a minimum 11/2-inch (38 mm) clearance on the sides and back of the firebox and smoke chamber. When offset blocks are used, the system must be installed with minimum 11/2-inch (38 mm) clearance on the sides and back of the firebox and smoke chamber, and with zero clearance'on the top; the chimney is installed at zero clearance to combustibles. 4.3.4 Gas Vent Installation: Gas vents are installed through a 10-inch-diameter (254 mm) hole cut into the top plate of the fireplace enclosure, centered from each edge. The Isokern Anchor Plate/Downdraft Diverter component is placed over the hole using either a bed of Earthcore mortar, or an approved ceramic blanket gasket. The Anchor Plate/Downdraft Diverter hood component is then secured to the top plate using masonry screws. The Type B gas vent must be connected to the Anchor Plate/Downdraft Diverter component and installed in accordance with the vent manufacturer's instructions. 5.0 CONDITION OF USE The Isokern fireplaces and chimney systems described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The fireplaces must be installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacturer's instructions, this report governs. 5.2 The fireplace units must be installed by contractors approved by Earthcore Industries, LLC. 5.3 Structural design and calculations from a registered design professional must be provided to the code official to justify the supporting structure for all applicable loads, including gravity, wind and earthquake loading, and applicable load combinations per IBC Section 1605. 5.4 An analysis shall be provided to the code official establishing that the seismic conditions for the installation site do not exceed the specified seismic limitations. 5.5 The fireplace units are manufactured in Chesapeake, Virginia, and Karup, Denmark, under a quality control program with inspections by Intertek Testing Services NA Ltd. (AA-647). 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Field-constructed Fireplace Systems Using Prefabricated Blocks (AC375), dated June 2007. 7.0 IDENTIFICATION The components of the fireplace and chimney are supplied to the jobsite on shrink-wrapped pallets bearing a label with the Earthcore Industries, LLC, name and address; the product name; the address of the manufacturing plant and the evaluation report number (ESR-2316). A permanent label must be attached to the fireplace and to the vented or unvented enclosure, bearing the Earthcore Industries, LLC, name; the product name; the manufacturing location; the date of manufacture and the serial number; the clearances to combustibles; other information required by UL 127; the inspection agency name (Intertek Testing Services NA Ltd.); and the evaluation report number (ESR-2316). ESR-2316 | Most Widely Accepted and Trusted Page 4 of 6 TABLE 1—SEISMIC DESIGN FACTORS FACTOR Amplification Factor, ap Component response modification factor, Rp Height in structure of point of attachment of component, Z, with respect to the base, feet Average roof heights of structure With respect to the base, h, feet Spectral response acceleration parameter, SDS Weight, Wp (Ibs) Fundamental period of fireplace unit, Ts VALUE 1.0 3.0 6.5 10 2.0 See Figure 1 0.35 For SI: 1 foot = 305 mm; 1lb = 4.45 N. TABLE 2—ISOKERN FIREPLACE DIMENSIONS MODEL 36-Inch 42-Inch 46-Inch IBV36 IBV42 IBV46 VF-36 VF-42 VF-46 Mag - 36 Mag - 42 Mag - 48 Mag - 60 Mag - 72 OVERALL SIZE (inches) Width 43 49 53 43 49 53 43 49 53 43 481/2 53 731/2 851/2 Depth 251A, 251/4 251/4 25'/4 251/4 251/4 251/4 251/4 251/4 28 28 28 28 28 Height 71 79 71 71 79 71 38 38 38 69'/2 691/2 691/2 851/2 851/2 FIREBOX OPENING SIZE (inches), Width x Height 37x32 42 x 32 47x32 37x32 42x32 47x32 37x32 42 x 32 47x32 39 x 38 441/2 x 38 49 x 38 691/2 x 38 811/2x38 HEARTH EXTENSION SIZE (inches), Width x Depth 58 x 20 64x20 68x20 58x20 64x20 68x20 N/A N/A N/A 60 x 20 651/2 x 20 70 x 20 851/2 x 33 971/2 x 33 CHIMNEY MINIMUM SIZE (inches), I.D. 123/4 123/4 123/4 10 10 10 N/A N/A N/A 123/4 123/4 123/4 123/4 123/4 INSTALLED HEIGHT, FIREPLACE AND CHIMNEY DM SYSTEM (feet) Minimum 18 18 18 15 15 15 N/A N/A N/A 18 18 18 18 18 Maximum 80 80 80 46 46 46 N/A •N/A N/A 80 80 80 80 80 For SI: 1 foot = 305 mm; 11b = 4.45 N. ESR-2316 | Most Widely Accepted and Trusted Page 5 of 6 I I FIREPLACE SIZE 36" 42" 46" A 43 49 53 B 251/4 251/4 251/4 C 71 79 71 D 32 32 32 E 37 42 47 F 271/e 32% 371/2 G 22'/2 221/2 331/2 MINIMUM FRAMING 46"Wx72"Hx27"D 52"Wx80"Hx27"D 56"Wx72"Hx27"D FIREBOX WEIGHT 1050LBS 11 50 IBS 1150LBS For SI: 1 foot = 305 mm; 1lb = 4.45 N. FIGURE 1—STANDARD, IBV AND FIRE-LITE SERIES DIMENSIONS B FIREPLACE SIZE 36" 42" 46" A 43 49 53 B 25'/4 251/4 251/4 C 38 38 38 D 32 32 32 E 37 42 47 F 27'/8 325/8 373/8 MINIMUM FRAMING 44"Wx39"Hx27"D 50"Wx39"Hx27"D 54"Wx39"Hx27"D FIREBOX WEIGHT 670 IBS 706 LBS 730 LBS For SI: 1 foot = 305 mm; 1lb = 4.45 N. FIGURE 2—UNVENTED SERIES DIMENSIONS ESR-2316 I Most Widely Accepted and Trusted Page 6 of 6 FIREPLACE SIZE 36" 42" 48" A 43 481/2 53 B 28 28 28 C 691/2 691/2 691/2 D 38 38 38 E 39 441/2 49 F 191/4 243/4 293/8 G 325/s 326/B 43 H 251/4 251/4 251/4 MINIMUM FRAMING 46"Wx71"Hx291/2"D 52"Wx71"Hx291/2"D 56"Wx71"Hx291/2"D FIREBOX WEIGHT 1360 LBS 1450 LBS 1600 LBS For SI: 1 foot = 305 mm; 1lb = 4.45 N. FIGURE 3—MAGNUM 36", 42" and 48" SERIES DIMENSIONS 7 V FIREPLACE SIZE 60" 72" A 731/2 851/2 B 28 28 C 851/2 851/2 D 38 38 E 691/2 811/2 F 50 62 G 54 651/2 H 251/4 25'/4 MINIMUM FRAMING 77"Wx87"Hx29'/2"D 89"Wx87"Hx291/2"D FIREBOX WEIGHT 2700 LBS 2900 LBS For SI: 1 foot = 305 mm; 1lb = 4.45 N. FIGURE 4—MAGNUM 60" AND 72" SERIES DIMENSIONS ODTIGO.fire feature www.montigo.com Installation Operation & Maintenance Manual Check local codes and read all instructions prior to installation. C-View-ST Custom Fireplace C320 C420 C520 C620 C720 C820 C920 C1020 C1120 C1220 C1320 C1420 C1420 C1520 C1620 C1720 C1820 C1920 C2020 C2120 C2220 C2320 C2420 A Warning: Improperinstallation, adjustment, alteration, service or maintenance can cause injury or property damage. Refer to this manual. For assistance or additional \ information consult a qualified installer, service agency or the gas supplier. Safety Notice: Glass doors on gas fireplaces are extremely hot while the fireplace is on and remain hot even after the fireplace has been turned off. Safety screens are available and can reduce the risks of severe burns. For Your Safety: Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. A Warning: What to do if you smell gas Do not try to light any appliance. Do not touch any electrical switch; do not use any phone In your building. Immediately call your gas supplier from a neighbor's phone. Follow the gas supplier's instructions. If you cannot reach your gas supplier, call the fire department. XG0703 Canadian Heating Products Inc. Langley, BC V4W 4A ~"S§ms^ Montigo Del Ray Corp. Ferndale, WA 98248 031010 CSA INTERNATIONAL Certificate of Compliance Certificate: 1455422 Project: 2229787 Issued to: Canadian Heating Products Inc. 27342 Gloucester Way Langley, BC V4W 4A1 Canada Attention: Catalin Alexandru Master Contract: Date Issued: 159056 2010/02/17 The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US'for Canada and US or with adjacent indicator 'US'for US only or without either indicator for Canada only. tlCgio-Trinidad/ Issued by: Eligio Trinidad PRODUCTS CLASS 2915 01 - FIREPLACES - Vented CLASS 2915 81 - FIREPLACES - Vented - Gas (2915-01) Electric Maximum Minimum (*) Model Number Rating Input Rating Input Rating Altitude For Use With Natural and Propane Gas Power Vented Gas Fireplace, Recessed BF52-(ST)-PV B BF52-(SS,ST)-I B BF60-SS-I B BF60-ST-I B 150,000 150,000 180,000 200,000 Trade Name: MONTIGO T T T T DQD 507 Rev. 2009-09-01 Certificate: 1455422 Project: 2229787 BFL60-(SS,ST)-I BF84-SS-I BF84-ST-I C-VIEW-320-I C-VIEW-420-I C-VIEW-520-I C-VIEW-620-I C-VIEW-720-I C-VIEW-820-I C-VIEW-920-I C-VIEW- 1020-1 C-VIEW-1 120-1 C-VIEW-1220-I C-VIEW-1320-I C-VIEW-1420-I C-VIEW- 1520-1 C-VIEW- 1620-1 C-VIEW-1720-I C-VIEW- 1820-1 C-VIEW-1 920-1 C-VIEW-2020-I C- VIE W-2 120-1 C-VIEW-2220-I C-VIEW-2320-I DQD 507 Rev. 2009-09-01 B B B B B B B B B B B B B B B B B B B B B B B B CSA 200,000 250,000 280,000 60,000 80,000 100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000 300,000 320,000 340,000 360,000 380,000 400,000 420,000 440,000 460,000 INTERNATIONAL Master Contract: 159056 Date Issued: 2010/02/17 T T T T T T T T T T T T T T T T T T T T T T T T Certificate: 1455422 Project: 2229787 C-VIEW-2420-I C-VIEW-320-ST-I C-VIEW-420-ST-I C-VIEW-520-ST-I C-VIEW-620-ST-I C-VIEW-720-ST-I C-VIEW-820-ST-I . C-VIEW-920-ST-I C-VIEW-1020-ST-I C-VIEW-1120-ST-I C-VIEW-1220-ST-I C-VIEW-1320-ST-I C-VIEW-1420-ST-I C-VIEW-1520-ST-I C-VIEW-1620-ST-I C-VIEW-1720-ST-I C-VIEW-1820-ST-I C-VIEW-1920-ST-I C-VIEW-2020-ST-I C-VIEW-2120-ST-I C-VIEW-2220-ST-I C-VIEW-2320-ST-I C-VIEW-2420-ST-I DQD 507 Rev. 2009-09-01 B B B B B B B B B B B B B B B B B B B B B B B CSA 480,000 60,000 80,000 100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000 300,000 320,000 340,000 360,000 380,000 400,000 420,000 440,000 460,000 480,000 INTERNATIONAL Master Contract: 159056 Date Issued: 2010/02/17 T T T T T T T T T T T T T T T T T T T T T T T Certificate: 1455422 Project: 2229787 C-VIEW-320-C(L,R)-I C-VIEW-420-C(L,R)-I C-VIEW-520-C(L,R)-I C-VIEW-620-C(L,R)-I C-VIEW-720-C(L,R)-I C-VIEW-820-C(L,R)-I C-VIEW-920-C(L,R)-I C-VffiW-1020-C(L,R)-I C-VIEW-1120-C(L,R)-I C-VIEW-1220-C(L,R)-I C-VIEW-1320-CLR-I C-VIEW-1420-CLR-I C-VIEW-1520-CLR-I C-VIEW-1620-CLR-I C-VIEW-1720-CLR-I C-VIEW-1820-CLR-I C-VIEW-1920-CLR-I C-VIEW-2020-CLR-I C-VIEW-2120-CLR-I C-VIEW-2220-CLR-I C-VIEW-2320-CLR-I C-VIEW-2420-CLR-I C-VIEW-520-PRC-I C-VIEW-620-PRC-I DQD 507 Rev. 2009-09-01 B B B B B B B B B B B B B B B B B B B B B B B B HPUr CSA INTERNATIONAL 60,000 60,000 80,000 100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000 300,000 320,000 340,000 360,000 380,000 400,000 420,000 440,000 460,000 60,000 80,000 Master Contract: 159056 Date Issued: 2010/02/17 T T T T T T T T T T T T T T T T T T T T T T T T Certificate: 1455422 Project: 2229787 C-VIEW-720-PRC-I C-VIEW-820-PRC-I C-VIEW-920-PRC-I C-VIEW-1020-PRC-I C-VIEW-1120-PRC-I C-VIEW-1220-PRC-I C-VIEW-1320-PRC-I C-VIEW-1420-PRC-I C-VIEW-1520-PRC-I C-VIEW-1620-PRC-I C-VIEW-1720-PRC-I C-VIEW-1820-PRC-I C-VIEW-1920-PRC-I C-VIEW-2020-PRC-I C-VIEW-2120-PRC-I C-VIEW-2220-PRC-I C-VIEW-2320-PRC-I C-VIEW-2420-PRC-I C-VIEW-420-PFC-I C-VIEW-520-PFC-I C-VIEW-620-PFC-I C-VIEW-720-PFC-I C-VIEW-820-PFC-I DQD 507 Rev. 2009-09-01 B B B B B B B B B B B B B B B B B B B B B B B CSA INTERNATIONAL 100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000 300,000 320,000 340,000 360,000 380,000 400,000 420,000 440,000 100,000 130,000 170,000 200,000 230,000 Master Contract: 159056 Date Issued: 2010/02/17 T T T T T T T T T T T T T T T T T T T T T T T Certificate: 1455422 Project: 2229787 C-VIEW-4W-3-3-I C-VIEW-4W-3-4-I C-VIEW-4W-3-5-I C-VIEW-4W-3-6-I C-VIEW-4W-3-7-I C-VIEW-4W-3-8-I C-VIEW-4W-3-9-I C-VffiW-4W-3-10-I C-VIEW-4W-4-4-I C-VIEW-4W-4-5-I C-VIEW-4W-4-6-I C-VIEW-4W-4-7-I C-VIEW-4W-4-8-I C-VIEW-4W-4-9-I C-VIEW-4W-4-10-I C-VIEW-4W-5-5-I C-VIEW-4W-5-6-I C-VIEW-4W-5-7-I C-VIEW-4W-5-8-I C-VIEW-4W-5-9-I C-VIEW-4W-5-10-I C-VIEW-4W-6-6-I DQD 507 Rev. 2009-09-01 B B B B B B B B B B B B B B B B B B B B B B CSA INTERNATIONAL 80,000 120,000 160,000 200,000 240,000 280,000 320,000 360,000 160,000 200,000 240,000 280,000 320,000 360,000 400,000 240,000 280,000 320,000 360,000 400,000 440,000 320,000 Master Contract: 159056 Date Issued: 2010/02/17 T T T T T T T T T T T T T T T T T T T T T T CSA INTERNATIONAL Certificate: 1455422 Project: 2229787 Master Contract: 159056 Date Issued: 2010/02/17 C-VIEW-4W-6-7-I B C-VIEW-4W-6-8-I B C-VIEW-4W-6-9-I B C-VIEW-4W-6-10-I B 360,000 400,000 440,000 480,000 T T T T C-VIEW-4W-7-7-I B C-VIEW-4W-7-8-I B C-VIEW-4W-7-9-I B 400,000 440,000 480,000 T T T C-VIEW-4W-8-8-I B 480,000 For Use With Natural Gas Power Vented Gas Fireplace, Recessed CT-VIEW-1020-1 B Trade Name: MONTIGO 150,000 T (*)Altitude: N = 0 to 2,000 feet; H = 2,000 to 4,500; T = 0 to 4,500 feet above sea level. (2915-01) Model Number Electric Maximum Minimum (*) Rating Input Rating Input Rating Altitude DQD 507 Rev. 2009-09-01 CSA INTERNATIONAL Certificate: 1455422 Project: 2229787 Master Contract: 159056 Date Issued: 2010/02/17 For Use With Natural Gas Power Vented Residential Fireplace, Recessed Trade Name: MONTIGO C-VIEW-R320-N(I, F) B C-VIEW-R420-N(I, F) B C-VIEW-R520-N(I, F) B C-VIEW-R620-N(I, F) B 50,000 65,000 80,000 100,000 N&H N&H N&H N&H (*)Altitude: N = 0 to 2,000 feet; H = 2,000 to 4,500; T = 0 to 4500 feet above sea level. For Use With Propane Gas Power Vented Residential Fireplace, Recessed Trade Name: MONTIGO C-VIEW-R320-L(I, F) B C-VIEW-R420-L(I, F) B C-VIEW-R520-L(I, F) B C-VIEW-R620-L(I, F) B 40,000 55,000 65,000 80,000 N&H N&H N&H N&H (*)Altitude: N = 0 to 2,000 feet; H = 2,000 to 4,500; T = 0 to 4500 feet above sea level. DQD 507 Rev. 2009-09-01 CSA INTERNATIONAL Certificate: 1455422 Master Contract: 159056 Project: 2229787 Date Issued: 2010/02/17 (2915-81) Electric Maximum Minimum Model Number Rating Input Rating Input Rating Altitude For Use With Natural and Liquefied Petroleum Gases Power Vented gas Fireplace, Recessed Trade Name: MONTIGO BF52-(ST)-PV 150,000 BF52-(SS,ST)-I 150,000 BF60-SS-I 180,000 BF60-ST-I 200,000 BFL60-(SS,ST)-I 200,000 BF84-SS-I 250,000 BF84-ST-I 280,000 C-VIEW-320-I 60,000 C-VIEW-420-I 80,000 C-VIEW-520-I 100,000 C-VIEW-620-I 120,000 C-VIEW-720-I 140,000 C-VIEW-820-I 160,000 C-VIEW-920-I 180,000 C-VIEW-1020-I 200,000 DQD 507 Rev. 2009-09-01 Certificate: 1455422 Project: 2229787 C-VIEW-1120-I C-VIEW-1220-I C- VIEW- 1320-1 C-VIEW-1420-I C-VIEW- 1520-1 C-VIEW- 1620-1 C-VIEW- 1720-1 C-VIEW-1 820-1 C-VIEW- 1920-1 C-VIEW-2020-I C-VIEW-2120-I C-VIEW-2220-I C-VIEW-2320-I C-VIEW-2420-I C-VIEW-320-ST-I C-VIEW-420-ST-I C-VIEW-520-ST-I C-VIEW-620-ST-I C-VIEW-720-ST-I C-VIEW-820-ST-I C-VIEW-920-ST-I C-VIEW-1 020-ST-I C-VIEW- 1120-ST-I C-VIEW- 1220-ST-I DQD 507 Rev. 2009-09-01 CSA INTERNATIONAL Master Contract: 159056 Date Issued: 2010/02/17 220,000 240,000 260,000 280,000 300,000 320,000 340,000 360,000 380,000 400,000 420,000 440,000 460,000 480,000 60,000 80,000 100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 • Certificate: 1455422 Project: 2229787 C-VIEW-1320-ST-I C-VIEW-1420-ST-I C-VIEW-1520-ST-I C-VIEW-1620-ST-I C-VIEW-1720-ST-I C-VffiW-1820-ST-I C-VIEW-1920-ST-I C-VIEW-2020-ST-I C-VIEW-2120-ST-I C-VIEW-2220-ST-I C-VIEW-2320-ST-I C-VIEW-2420-ST-I C-VIEW-320-C(L,R)-I C-VIEW-420-C(L,R)-I C-VIEW-520-C(L,R)-I C-VffiW-620-C(L,R)-I C-VIEW-720-C(L,R)-I C-VIEW-820-C(L,R)-I C-VIEW-920-C(L,R)-I C-VIEW-1020-C(L,R)-I C-VIEW-1120-C(L,R)-I C-VIE W- 1 220-C(L,R)-I C-VIEW-1320-CLR-I C-VIEW-1420-CLR-I DQD 507 Rev. 2009-09-01 CSA INTERNATIONAL Master Contract: 159056 Date Issued: 2010/02/17 260,000 280,000 300,000 320,000 340,000 360,000 380,000 400,000 420,000 440,000 460,000 480,000 60,000 60,000 80,000 100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 Certificate: 1455422 Project: 2229787 C-VIEW-1520-CLR-I C-VIEW-1620-CLR-I C-VIEW-1720-CLR-I C-VIEW-1820-CLR-I C-VIEW-1920-CLR-I C-VIEW-2020-CLR-I C-VIEW-2120-CLR-I C-VIEW-2220-CLR-I C-VIEW-2320-CLR-I C-VIEW-2420-CLR-I C-VIEW-520-PRC-I C-VIEW-620-PRC-I C-VIEW-720-PRC-I C-VJEW-820-PRC-I C-VIEW-920-PRC-I C-VIEW-1020-PRC-I C-VIEW-1120-PRC-I C-VIEW-1220-PRC-I C-VIEW-1320-PRC-I C-VIEW-1420-PRC-I C-VIEW-1520-PRC-I C-VIEW-1620-PRC-I C-VIEW-1720-PRC-I C-VIEW-1820-PRC-I DQD 507 Rev. 2009-09-01 CSA INTERNATIONAL Master Contract: 159056 Date Issued: 2010/02/17 280,000 300,000 320,000 340,000 360,000 380,000 400,000 420,000 440,000 460,000 60,000 80,000 100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 260,000 280,000 300,000 320,000 CSA INTERNATIONAL Certificate: 1455422 Project: 2229787 Master Contract: 159056 Date Issued: 2010/02/17 C-VIEW-1920-PRC-I C-VIEW-2020-PRC-I C-VIEW-2120-PRC-I C-VIEW-2220-PRC-I C-VIEW-2320-PRC-I C-VIEW-2420-PRC-I 340,000 360,000 380,000 400,000 420,000 440,000 C-VIEW-420-PFC-I C-VIEW-520-PFC-I C-VIEW-620-PFC-I C-VIEW-720-PFC-I C-VIEW-820-PFC-I 100,000 130,000 170,000 200,000 230,000 C-VIEW-4W-3-3-I C-VIEW-4W-3-4-I C-VIEW-4W-3-5-I C-VIEW-4W-3-6-I C-VIEW-4W-3-7-I C-VIEW-4W-3-8-I C-VIEW-4W-3-9-I C-VIEW-4W-3-10-I 80,000 120,000 160,000 200,000 240,000 280,000 320,000 360,000 C-VIEW-4W-4-4-I C-VIEW-4W-4-5-I C-VIEW-4W-4-6-I 160,000 200,000 240,000 DQD 507 Rev. 2009-09-01 CSA INTERNATIONAL Certificate: 1455422 Project: 2229787 Master Contract: 159056 Date Issued: 2010/02/17 C-VIEW-4W-4-7-I C-VIEW-4W-4-8-I C-VIEW-4W-4-9-I C-VIEW-4W-4-10-I 280,000 320,000 360,000 400,000 C-VIEW-4W-5-5-I C-VIEW-4W-5-6-I C-VIEW-4W-5-7-I C-VIEW-4W-5-8-I C-VIEW-4W-5-9-I C-VIEW-4W-5-10-I 240,000 280,000 320,000 360,000 400,000 440,000 C-VIEW-4W-6-6-I C-VIEW-4W-6-7-I C-VIEW-4W-6-8-I C-VIEW-4W-6-9-I OVIEW-4W-6-10-I 320,000 360,000 400,000 440,000 480,000 OVIEW-4W-7-7-I C-VIEW-4W-7-8-I C-VIEW-4W-7-9-I 400,000 440,000 480,000 C-VIEW-4W-8-8-I 480,000 DQD 507 Rev. 2009-09-01 CSA INTERNATIONAL Certificate: 1455422 Master Contract: 159056 Project: 2229787 Date Issued: 2010/02/17 For Use With Natural Gas Power Vented Gas Fireplace, Recessed Trade Name: MONTIGO CT-VIEW-1020-I 150,000 (2915-81) Electric Maximum Minimum (*) Model Number Rating Input Rating Input Rating Altitude For Use With Natural Gas Power Vented Residential Fireplace, Recessed Trade Name: MONTIGO C-VIEW-R320-N(I, F) 50,000 C-VIEW-R420-N(I, F) . 65,000 C-VIEW-R520-N(I, F) 80,000 C-VIEW-R620-N(I, F) 100,000 For Use With Propane Gas Power Vented Residential Fireplace, Recessed Trade Name: MONTIGO DQD 507 Rev. 2009-09-01 CSA INTERNATIONAL Certificate: 1455422 Master Contract: 159056 Project: 22297.87 Date Issued: 2010/02/17 C-VIEW-R320-L(I, F) 40,000 C-VIEW-R420-L(I, F) 55,000 C-VIEW-R520-L(I, F) 65,000 C-V1EW-R620-L(I, F) 80,000 Details related to rating, size, configuration, etc. reference should be made to the CSA Certification Record or the descriptive report. APPLICABLE REQUIREMENTS ANSI Z21.50-2007/CSA 2.22-2007 - Vented Gas Fireplace CAN/CGA 2.17-M91 - Gas-Fired Appliances For Use At High Altitudes DQD 507 Rev. 2009-09-01 ^^jttTTI^1™^^ Quality Gas Fireplaces & Accessories Februaiy 19, 2007 Att: All Montigo Customers Subject: Product Certification. To whom it may concern, All Montigo Fireplaces and their components are approved by C.S.A.which is a joint venture of A.G.A. (American Gas Association) and C.G.A. (Canadian Gas Association). C.S.A. is a nationally recognized testing laboratory, which evaluates products to the applicable ANSI/UL and CSA standards, for use in the U.S. and Canada. C.S.A. is accredited or otherwise accepted by all Canadian and U.S. cities, states, and provinces and is recognized by all national, state, local, and provincial jurisdictional codes and regulatory authorities, hi addition, C.S.A. is accredited by the following major accrediting organizations and bodies: -Standards Council of Canada (SCC) -American National Standards Institute (ANSI) -Occupational Safety and Health Administration (OSHA) -National Evaluation Service (NES) -International Conference of Building Officials (ICBO) -Southern Building Code Congress International (SBCCI) -Building Officials and Code Administrators (BOCA) -International Association of Plumbing and Mechanical Officials (IAPMO) hi closing, I hope this will assure you of our credentials and answer any questions about the suitability of our products and their components. Sincerely, Montigo/Canadian Heating Products. Per; Scott Baron R&D Testing & Approvals Technical Assistance Canadian Heating Products Inc. / Montigo Delrav Corp 27342 Gloucester Way Toll Free: 1-800-378-3115 Langley, B.C. Phone: 1-604-607-6422 V4W 4A1 Fax: 1-604-607-6462 www.montigo.com fireplaces@montigo.com CONTRACTING LOMBARD! CORPORATION July 8, 2011 City of Carlsbad, California RE: Lombardi Contracting Corporation - Sarah Cordon Authorized Signer To Whom It May Concern: The intent of this letter is to submit written authorization that Mrs. Sarah Cordon is able to sign on behalf of Lombardi Contracting Corporation as it relates to Carlsbad permits/business license, taxes, etc If you should have any questions and/or concern, please feel free to contact me direct at (office) 858-566-0060 X100. Respectfully, Michael Lombardi President 7744 Formula Place • San Diego, CA 92121 • (858) 566-0060 • Fax (858) 566-0750 • CA Lie. No 642036 o09 3S *oO }H Mj. ^i§8<« o ?5 ^0 CD 2S CD ^^#-< o ! P ae 3B (A K CFD.- YLandUse:Ap?5*