Loading...
13-1242 (RER)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00001242 Property Address: 80595 VIA TERRACINA APN: 777-260-011- - - Application description: REMODEL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 9000 Tihf BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Applicant: Architect or Engineer: Cce'lagCTO 2- 0I/- -------------------------------------------------- ENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury thI am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busi nd Professionals Code, and my License is in full force and effect. License Class: B I LicenseNo.: 857693 Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury t t I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business nd Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ 1 1, 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). I—) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/18/13 Owner: JEFF EARLE 80595 VIA TERRACINA LA QUINTA, CA 92253 f-0 Contractor:DKILGORE DEVELOPMENT GROUP 2560 VIA TEJON PALO VERDES ESTATES, CA 902 4(310)712-7000FfANCEDEPT Lic. No.: 857693 ----------------------------------------------- WORKER'S COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 1951107 _ I certify that, in the perform a of the work for which this permit is issued, I shall not employ any person in any manner so to become subject to the workers' compensation laws of California, and agree that, iVecome me subjec the workers' compensation provisions of Section 37000of the Labl forth comply with those provisions. Date: . [S %Applicant: WARNING: FAILURE TO SECURCOMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CLTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDICOST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR ST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of uch permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state tha the above information is correct. 1 agree to comply with all city and county ordinances and state laws relating to uil ng construction, and hereby authorize representatives of this county to enter upon the above-mentioned pr art for in pection purposes. Date: '1 � �� Signature (Applicant or Agent): Application Number . . . . . 13-00001242 Permit . . . PLUMBING 2013 Additional desc . . Permit Fee . . . . 11.92 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/16/14 Qty Unit Charge Per Extension 1.00 11.9200 LS PLBG GAS SYS, 1-4 OUTLETS ---------------------------------------------------------------------------- 11.92 Permit . . . REMODEL 2013 Additional desc . . Permit Fee . . . . 143.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/16/14 Qty Unit Charge Per Extension 1.00 143.0000 EA MISC FIREPLACE 143.00 ---------------------------------------------------------------------------- Special Notes and Comments EXTERIOR FIREPLACE AT SIDE YARD [CONVENTIONAL] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2010 CALIFORNIA BUILDING CODES. October 11, 2013 4:16:43 PM AORTEGA ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, REMODEL 214.50 PLAN CHECK, PLUMBING 23.83 STRONG MOTION (SMI) - RES .90 Fee summary Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 154.92 .00 .00 154.92 Plan Check Total .00 .00 .00 .00 Other Fee Total 240.23 .00 .00 240.23 Grand Total 395.15 .00 .00 395.15 LQPERMIT RECEIVED Bin.�. City of La Quinta SE P 3 O 2 1 Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico CITY Oi�' LA Qt II La Quinta, CA 92253 - (760) 777-7012 COMMUNITY DEV Building Permit Application and Tracking Sheet Permit.# t�j' �� Project Address: V 6S 9 S kJ I A 'fes C44�, Owner's Name: a _a - A. P. Number: Co ( Address: Legal Description: City, ST, Zip: Contractor K 1C GJ n `l/Z Z 0 P/►� Cy tr,+�P c� telephone. p :,.:_::::::;..,;:•:t::•s<:>:<;>.::;:<:;,.,: Address: Z VL ,� �-_;5_7i N Project Description: Nr --w cA(T. F k A0 Ld Cf_:_ City, ST, Zip: pXL cs Vb-,k0,S T)pV.5 Telephone: yv Reviewed, ready for corrections Plan Check Deposit State Lic. # : W-7 � .S, City Lic. #.:1(y �' y 2 - Truss Cala. Arch., Arch., Engr., Designer: �, OO INetil�S ro L Address: Plan Check Balance. City., ST, Zip: Telephone: 760 242 5 rt 3 ��;;;:.;: ;:.::::,:..:;:.:.:.:::•�::::.:. <..n:.:.,;,;. v:i;{ ::{rit i%;A}jjii:C �:•^%4%'t��{l v�n�ry:iir :�S. ` -'" ' <> ' ' ::::•::::•::;:::: X •• f .......:.............................. Construction Type: Occupancy: State Lic. # ProjecttyP a circle one) : ew Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone #,of Contact Person: (, ©Z2 s [ g?j Estimated Value of Project: C7 Coor APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cala. Called Contact Person d Plan Check Balance. Title 24 Cala. Plans picked up . Construction Flood plain plan Plans resubmitted / Mechanical Grading plan 2°' Review, ready corrections/is a Electrical Subcontactor List Called Contact Person h Plumbing Grant Deed Plans picked upS.M.I. M.O.A. Approval Plans resubmitted 116ys- Grading IN HOUSE:- '"' Review, ready for correctio Issue Developer Impact Fee DL ... ;n A....�......1 / n_u_� �__.__. r_____ tr. ..- ♦ t n n \ Pub. Wks. Appr School Fees Io[1&1'}Ots7 Cow ea,� Date of permit issue Total Permit Fees 3 NTA DPMENT ICC -ES Evaluation Report ESR -2401 oty- i Cory It• C This report is Pu 'ebtt 0 etneV-a�.Ja�tGyJ,,1 �, www.icc-es.orq (800) 423-6587 1 (562f699-0543 A Subsidiaryof the Irfte aticnal Code�Cot�nc►1 �.A-. I DIVISION: 10 00 00—SPECIALTIES Section: 10 31 00—Manufactured Fireplaces REPORT HOLDER: MASONRY FIREPLACE INDUSTRIES, LLC 315 WEST 3RD STREET SANTA ANA, CALIFORNIA 92701 (800) 345-7078 www.mason-lite.com EVALUATION SUBJECT: MASON -LITE MODULAR CONCRETE FIREPLACES ;ADDITIONAL LISTEES 'FMI PRODUCTS, LLC 2701 SOUTH HARBOR BOULEVARD - SANTA ANA, CALIFORNIA 92704 BURNTECH FIREPLACE SOLUTIONS 6250 PLATT AVENUE, NO. 577 WEST HILLS, CALIFORNIA 91307 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2009 and 2006 International Building Code® (IBC) ■ 2009 and 2006 International Residential Code® (IRC) ■ 2009 and 2006 International Mechanical Code® (IMC) ■ 2009 and 2006 International Fuel Gas Code® (IFGC) Properties evaluated: ■ Fire resistance ■ Seismic resistance 2.0 USES The Mason -Lite TM' modular concrete fireplaces, Models MFP-33, MFP-39, MFP-44, MFP-49 and MFP-63, are fireplaces that are constructed in the field using prefabricated concrete firebox components with factory - built chimneys., The fireplaces are for use only with solid .wood logs, LPG or; natural gas log lighters complying with CSA 8, and :decorative gas appliances complying with 'ANSI Z 21.60.` Mason -Lite modular concrete gas-fired fireplace models MGFP-39, MGFP-44, and MGFP-49 (Burntech Models GBVS39, GBVS44 and GBVS49) comply with ANSI Z21.50, and are constructed in the field and vented with a listed Type B gas vent. ren w1v5TR CTION 3.0 DESCRIPTIO`` 3.1 Fireplace Ur1-1UTE B � , The Mason-Litb"M--Masoar a is-- am—atnfar� refractory masonry unit designed forYkA1111111-assern y. t firebox is constructed using precast, ii terlocking refractory blocks secured to each other using Mason -Lite mortar. The system is supplied with all pats necessary for the assembly of a complete masonry firebox unit. Figures 1 and 2 illustrate the Mason -Lite s-istem components. For combustible floor installations, the Mason -Lite system includes a noncombustible raised platform designed to be placed beneath the field-assemtled firebox unit. High- temperature refractory brick, 11/8 inches (28.6 mm) thick, is required to line the interior of the ;firebox. See Table 1 for Masonry Fireplace Industries (M=1), FMI Products LLC (FMI) and Burntech Fireplace Solutions (Burntech) models, fireplace weights and floor areas. The MFP-33, MFP-39, MFP-44 MFP-49, and MFP-63 are also sold as FMI Products, LLC, models MM33, MM39, MM44, MM49 and MM63, respectively. Additionally, the products are sold as Burntech Fireplace Solutions models TFS-33, TFS-39, TFS-44, TFS-49, and TFS-63, respectively. 3.2 Factory -built Chimneys: The wood -burning fireplaces may only be used in conjunction with listed factory -built specific chimney systems. The MFP-33, MFP-39, OFP-44 (MM33, MM39, MM44, TFS33, TFS39, TFS44) aid MM49 wood burning fireplaces require the use of a Dssa/FMI DM12 12 -inch - diameter (305 mm) chimney or 12- or 14 -inch -diameter (305 or 356 mm) flue system listed by an approved agency as complying with UL103. The MFP-49 (TFS-49) fireplace requires a 14 -inch -diameter (356 ram) flue system listed by an approved agency as complying with UL103. The MFP- 63 (TFS63) fireplace requires the ase of a Desa/FMI DM 16 16 -inch -diameter (406 mm) flue system listed by an approved agency as complying wih UL103 and labeled as "Residential Type and Buildirg Heating Appliance Chimney." The MM -63 fireplace requires the use of a dual Desa/FMI DM12 12 -inch -diameter (305 mm) flue system. The chimneys are limited to a maximum height of 40 feet (12 192 mm) and a minimum heigit of 14 feet (4267 mm); except that, where offsets are used, the minimum height is 17 feet (5181 mm). No more than two offsets are permitted. 3.3 Fireplaces Equipped with a Decorative Gas Appliance: The fireplace systems described in Section 3.1 may be installed with a decorative gas appliance listed in accordance with ANSI Z 21.60, provided the fireplace is /CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to ce construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express o• implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2013 Page 1 of 10 terminated with a 10 -inch -diameter (254 mm) listed Type B gas vent. 3.4 Gas-fired Fireplaces: Models MGFP-39, MGFP-44, and MGFP-49 (GBVS39, GBVS44 and GBVS49), complying with ANSI Z21.50, require the use of a listed 10 -inch -diameter (254 mm) Type B gas vent and must comply with Chapter 8 of the IMC and Chapter 5 of the IFGC. The models must be as specified in the Mason -Lite published installation instructions. 3.5 Grout and Mortar: The grout and mortar used to construct the fireplace is provided by Masonry Fireplace Industries, LLC. 4.0 DESIGN AND INSTALLATION 4.1 General: The fireplace units must be installed in accordance with this report, the fireplace manufacturer's published installation instructions, and the applicable code. A copy of the manufacturer's instructions must be available at the jobsite at all times during installation.. As applicable, the factory -built chimney or Type B gas vent installation instructions must also be available at the jobsite at all times during installation. The fireplaces are not recognized for use with doors. 4.2 Design: When installed in accordance with Section 4.3 of this report and the manufacturer's instructions, the fireplace units may be installed in Seismic Design Categories A through F. In Seismic Design Categories C, D, E and F, the seismic design parameters are limited to the values noted in Table 2. The seismic design must be in accordance with Sections 13.3, 13.4, 13.5 and 13.6 of ASCE 7. When installed in accordance with Figure 10 of this report, the Mason -Lite modular concrete fireplaces may be anchored to a concrete slab -on -grade, located in Seismic Design Categories A through F, as determined from the seismic design parameters shown in Table 2 of this report. 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 2 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: The Mason-LiteTm masonry fireplace system may be installed directly on concrete slabs and footings or on combustible floors, subject to the structural design limitations contained within this report. For concrete foundations, the firebox base must be installed directly to the foundation. For combustible supporting systems, installation of a 1 -inch -thick (25.4 mm) ceramic fiber -board, 6 -inch -high (152 mm) or 8.5 -inch -high (216 mm) (for MFP- 63) metal support base and 1/2 -inch -thick (12.7 mm) cement board is required before placement of the firebox hearth components. The precast components are assembled following the Mason -Lite published instructions and using the mortar described in Section 3.5. Minimum No. 4 reinforcing bar or 1/2 -inch -diameter (12.7 mm) all - thread bar must be installed, and the cells of the precast components are grouted with Mason -Lite grout. Anchorage of the fireplace unit to the foundation or supporting floor must be as described in Section 4.2. N 2of10� After completion of the construction of the lower firebox components, the precast lintel and firebox dome components are installed. The chimney anchor plate must then be attached to the firebox dome as shown in Figure 4. Once the installation of the chimney anchor plate is completed, the listed prefabricated chimney flue pipe or listed T gas vent must tie installed. See Figures 5, 6 and rahces to c;o ib I with Table 4 or 5finstallationAf chi un r or as vent must bean accordance with the chimney or gas vent listing, the chimney or gas vent manufacturer's instructions and the applicable code. Firebrick lining having a minimum thickness of 11/8 inches (29 mm) and complying with ASTM C1261 must be installed along with any required hearth extensions as shown in Figure 8. Combustion air must be provided in accordance with Chapter 17 of the IRC or Chapter 7 of the IMC. 5.0 CONDITIONS OF USE The Mason -Lite modular concrete fireplaces 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, the more restrictive governs. 5.2 The fireplace units must be installed by contractors approved by Masonry Fireplace Industries, LLC. 5.3 When installation is over framed floor construction, the supporting structure and the anchorage of the fireplace unit to the supporting structure must be designed for all applicable loads, including gravity, wind and earthquake loading, and must include applicable load combinations in accordance with IBC Section 1605. The weights of the various components and the footprint of the installed unit are included in Table 1. The structural design and calculations must be prepared by a registered design professional and must be provided to the code official for approval. 5.4 When installation is over a slab -on -grade concrete foundation, the installation must be as shown in Figure 10 of this report. 5.5 The fireplaces must not be installed with doors. 5.6 Compliance with the fireplace air leakage provisions found in 2009 International Energy Conservation Code® (IECC) Section 402.4.3 and 2009 IRC Section N1102.4.3 is outside the scope of this report. 5.7 The fireplace units are manufactured in Highland, California, under a quality control program with inspections by PFS Corporation (AA -652). Data in accordance with the ICC -ES Acceptance Criteria for Field -constructed Fireplace Systems Using Prefabricated Blocks (AC375), dated February 2012. 7.0 IDENTIFICATION The components of the fireplace units, including mortar and grout, are supplied to the jobsite on a factory - assembled, shrink-wrapped pallet bearing a label with the company name (Masonry Fireplace Industries, LLC, FMI Products LLC, or Burntech Fireplace Solutions) and address; the product name; the address of the manufacturing plant; and the evaluation report number (ESR -2401). A permanent label must be attached to the -'SSR -240,1 I Most Widely Accepted and Trusted Page 3. of 10 installed fireplace by the contractor, identifying the Masonry Fireplace 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 (PFS Corporation); and the evaluation report number (ESR -2401). TABLE 1—MASON-LITE FIREPLACE WEIGHTS AND FLOOR AREA' MFI MODEL MFP-33 MFP-39 MGFP-39 MFP-44 MGFP-44 MFP-49 MGFP-49 MFP-63 FMI MODEL MM33 MM39 --- MM44 -- 4V r­� C- I A r-* f JM§3r BURNTECH TFS33 TFS39 GBVS39 TFS44 GBVS y_p°BS63 Fireplace Weight (Ibs) 1,018 1,110 1460 1,230 1580 1,3 0-v v 1"6863 "k :T i0 - Damper/Anchor Plate, !HHOVE Firebrick, Grout & Mortar 350 380 380 430 430 481O:CR C04182NT UCT1 Weight (Ibs) Steel Platform Weight 51 61 61 65 65 90 lbs L 80 CA7E Maximum Chimney Weight 10 10 10 10 10 12 12 15 (lbs/lineal ft) Chimney or Vent Size- 12 12 10 12 10 142 10 162 I.D. (inches) Floor Area 37 in. x 28 42 in. x 28 in. 48 in. x 28 in. 53 in. x 28 in. 67 in. X 28 in. in. (7.2 ft') (8.12 ft) (9.33 ft') (10.30 ft) (13.03 ft2) For SI: 1 Ib = 4.45 N, 1 in. = 25.4 mm, 1 Ib/lineal ft. = 0.0146 N/mm, 1 ft2 = 0.092 mm2. 'MFP, MM and TFS designates fireplace used with a UL 103 complying listed factory -built chimney. MGFP and GBVS designates fireplace used with a listed Type B gas vent. 2M M49 fireplace requires the use of a 12 -inch -diameter listed flue system. MM63 fireplace requires the use of a dual 12 -inch -diameter flue system. TABLE 2—SEISMIC DESIGN PARAMETERS PARAMETER VALUE Amplification factor, ap 1.0 Component response modification factor, Rp. 1.5 Maximum z/h factor; where z is the height in structure of point of attachment of component with respect to the base and h is the average roof height of structure with respect to the base 0 Fundamental period of the fireplace, Tp 0.16 Maximum Spectral response acceleration parameter, So, 1.25 TABLE 3—DEFLECTION LIMITS CONSTRUCTION L S or W D +Lj Floor members 1/360 --1 1/240 'For wood structural members having a moisture content of less than 16 per cent at time of installation and used under dry conditions, the deflection resulting from L + 0.5D is permitted to be substituted for the deflection resulting from L + D. (Note: this table has been copied from IBC Table 1604.3). TABLE 4—MINIMUM CLEARANCE TO COMBUSTIBLES FOR MFP, TFS AND MM SERIES WOOD -FIRED FIREPLACE SYSTEMS (inches) Unit front, sides, rear: 2 Combustible Floor (MFP-33 through MFP-49): 6 Combustible Sheathing above opening top: 18 Combustible Floor (MFP-63): 8 Sheathing or trim to opening sides: 8 Mantle above opening 12 Opening to sidewall: 24 Hearth extension beyond front: 20 Hearth extension beyond sides: 12 Insulation from firebox: 2 For SI: 1 inch=25.4 mm. TABLE 5—MINIMUM CLEARANCE TO COMBUSTIBLES FOR MGFP AND GBVS SERIES GAS-FIRED FIREPLACE SYSTEMS (inches) Back/Side(s) 0 Top 0 Vent 1 Front' 48 Perpendicular Walls 8 Floor 0 Ceiling 24 Mantle 3 For SI: 1 inch=25.4 mm. 'Top of louver opening to ceiling. 23 -inch wide mantle. ESR -2401 I Most Widely Accepted and Trusted Page 4 of 10 . FIREPLACE PARTS DIAGRAM MODELS MFP33/39/44/49 Note: See MFI installation instructions for a complete description of the items shown. FOR COMBUSTIBLE FLOORS FIGURE 1 Optional Outside 04" Combustion Air Kit Model No.: MFP4-AK MFPXXSHBL- Herringbone MFPXXFRBL- Running Bond FIGURE 6 q ESR -2401 I Most Widely Accepted and Trusted Page 5 of 10 FIREPLACE PARTS DIAGRAM MODEL MFP63 Note: See MFI installation instructions for a complete description of the items shown. � e � m. e I m / \ IN, / FIGURE 2 CITY CSF LA QUINTA BUILDING & SAFETY DEPT. FOi� CONSTRUCTION DATE Optional Outside 04" Combustion Air Kit Model No.: MFP4-AK MFP63SHBL- Herringbone MFP63FRBL- Running Bond ESR -2401 I Most Widely Accepted and Trusted Page 6 of 10 MODELS MM63 See Page 16 th.ru 18 for combustible ftoor and framing anchoring illustrations. FIGURE2 (Continued) v,F-SR-2491 I Most Widely Accepted and Trusted Page 7 of 10 3/39/44/49 3 FIGURE 3—MASON-LITE ASSEMBLED FIREPLACE COMPONENTS Place 1" Ceramic fiber : Blanket: under' Anchor j , ) Plate and secure with tour 114 -inch masonry anchors. FIGURE 4 ESR -2401 I Most Widely Accepted and Trusted Page 8 of 10 v . NOTE. NON! COMBUSTIBLE ONLY WITHIN 18" OF TOP OF OPENING CfCLASS"A' CHIMNEY FIGURE 5 FIRESTOP SPACER / PLATE 2' AIRSPACE CLEARANCE TO COMBUSTIBLES ON REAR AND SIDES OF UNIT. 1/2" THICK CONCRETE BOARD w — 6" METAL ` PLATFORM "1"THICK CERAMIC FIBER Firestop Spacer witK Living Space Above .Ceiling Fir^^*^^ Sl A FIGURE 6 Existing ,,Ceiling Frame Firestop Spacer night #8 x 3/4 screws. Firestop Spacer with Attic Space Above Ceiling eight #8 x 3/4 FIGURE 7 1. Existing Ceiling Frame 'ESR -2401 I Most Widely Accepted and Trusted Page 9 of 10 ��;+�f����4ti�i�i4►��i�i�i4��i�i�i�i�i►+����.. i . MIN 1'-0" 8" MIN', f NON-COMBUSTIBLE-� FACING MATERIAL I " ? i HEARTH EXTENSION FIGURE 8 MIN i MAINTAIN THE 2" CLEARANCE TO COMBUSTIBLES ABOVE THE DOME. DO NOT ATTACH COMBUSTIBLE MATERIALS " ON TOP OF THE DOME. FACING (NOT SUPPLIED). Condition - Dim. with.6" platform - 10" with 8" platform 12" without platform 3" MINIMUM CLEARANCE TO COMBUSTIBLE MATERIALS. 'MEASURED FROM FLOOR TO TOP OF FIREBRICK LINER. FIGURE 9 ESR -2401 I Most Widely Accepted and Trusted Page 10 of 1G • � y 013 b 9 Z a 5 u O W31LL cc cc s F6 Z