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05-0311 (SFD)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: 05-00000311 52632 CAHUILLA CT 770-300-009- - - DWELLING - SINGLE FAMILY LOW DENSITY RESIDENTIAL 606940 I hereby affirm under penalty of perjury thaA am Section 7J300) ofjOivision 3 of the Businest ind Date: Tdy 4Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Architect or Engineer: 10 Owner: MATHIS RACTOR'S DECLARATION nder provisions of Chapter 9 (commencing with ils Code, and my License is in full force and effect. License No.: B r � OWNER -BUILDER DECLARATION I hereby affirm under penalty of perj that I m exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Busines 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 (5500).: (_ 1 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 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.). 1 1 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: LQPERAIIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/09/05 WORKER'S COMPENSATION DECLARATION I 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 th or e, for the performance of the work for which this permit is issued. to I have and will maintain w kers' compen ation insurance, as required by Section 3700 of the Labor 1� Code, for the performa ce of the work or which this permit is issued. My workers' compensation insurance carrier and p lic r are Carrier 174457004 0 1 0 [icy umber 755163 _ certify that, in the pelf ante of e w rk for which this permit is issued, 1 shall not employ any person in any mann s as to b com subject to the workers' compensation laws of California, J.nd agree that, if I hou bet e s jet to the workers' compensation provisions of Section w 700 of the Labo Cod I all fo with comply with those provisions. �e: �) ✓lfpplicant: WARNING: FAILURE TO SECU�EWIR RS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TOCAL ENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS0100,000). IN ADDT THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR NTEREST. 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 applicatio made, each person at whose request and for whose benefit work is performed under or rsuant o any permit issued as a result of this application, the owner, and the applicant, each agrees o, and sh defend, indemnify and hold harmless the City of La Quinta, its officers, agents and empl yees for an act or omission related to the work being performed under or following issuance of his permit. 2. Any permit issued as a result of this appli tion becom null and void if work is not commenced within 180 days from date of issuance o suc a mit or cessation of work for 180 days will subject permit to cancellation. 1 certify hat I ve read this application and state t e a i ormation is correct. I agree to comply with all city an count ordinances and state laws relati to b it ' g ruction, and hereby authorize representatives 0 o¢�y q•egt� upon the above-mentio d pro y for spection purposes. Da v 0 ignature (Applicant or gent): P.O. BOX 3235 D PALM DESERT, CA 92261 JUL 1915"PALM Contractor: BUILDERS CORPORATION CITY OF LEASTON P.o. Box 3235 DESERT, CA 92261 WCC: STATE FUND Lic. No.: B RACTOR'S DECLARATION nder provisions of Chapter 9 (commencing with ils Code, and my License is in full force and effect. License No.: B r � OWNER -BUILDER DECLARATION I hereby affirm under penalty of perj that I m exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Busines 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 (5500).: (_ 1 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 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.). 1 1 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: LQPERAIIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/09/05 WORKER'S COMPENSATION DECLARATION I 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 th or e, for the performance of the work for which this permit is issued. to I have and will maintain w kers' compen ation insurance, as required by Section 3700 of the Labor 1� Code, for the performa ce of the work or which this permit is issued. My workers' compensation insurance carrier and p lic r are Carrier 174457004 0 1 0 [icy umber 755163 _ certify that, in the pelf ante of e w rk for which this permit is issued, 1 shall not employ any person in any mann s as to b com subject to the workers' compensation laws of California, J.nd agree that, if I hou bet e s jet to the workers' compensation provisions of Section w 700 of the Labo Cod I all fo with comply with those provisions. �e: �) ✓lfpplicant: WARNING: FAILURE TO SECU�EWIR RS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TOCAL ENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS0100,000). IN ADDT THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR NTEREST. 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 applicatio made, each person at whose request and for whose benefit work is performed under or rsuant o any permit issued as a result of this application, the owner, and the applicant, each agrees o, and sh defend, indemnify and hold harmless the City of La Quinta, its officers, agents and empl yees for an act or omission related to the work being performed under or following issuance of his permit. 2. Any permit issued as a result of this appli tion becom null and void if work is not commenced within 180 days from date of issuance o suc a mit or cessation of work for 180 days will subject permit to cancellation. 1 certify hat I ve read this application and state t e a i ormation is correct. I agree to comply with all city an count ordinances and state laws relati to b it ' g ruction, and hereby authorize representatives 0 o¢�y q•egt� upon the above-mentio d pro y for spection purposes. Da v 0 ignature (Applicant or gent): Application Number . . . . . 05-00000311 ------ .Structure Information SINGLE FAMILY DWELLING ----- Construction Type . . . . . TYPE V - NON RATED Occupancy Type . . . . . . DWELLG/LODGING/CONG <=10 Flood Zone . . . . NON -AO FLOOD ZONE Other struct info . . . . . CODE EDITION 2001 CBC # BEDROOMS 6.00 FIRE SPRINKLERS NO GARAGE SQ FTG 1246.00 PATIO SQ FTG. 2560.00 NUMBER OF UNITS 1.00 --------------------------7----------------=-------------------------------- 1ST FLOOR SQUARE FOOTAGE.. 6788.00 Permit BUILDING PERMIT Additional desc . Permit Fee . . . . 2360.50 Plan Check Fee 1534.33 Issue Date Valuation- 606940 Expiration Date 12/06/05; Qty Unit Charge Per Extension BASE FEE 2039.50 107.00 3.0000•THOU ---------------------------------------------------------------------------- BLDG 500,001-1,000,000 321.00 Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 170.00 Plan Check Fee 42.50 Issue Date . . Valuation 0 Expiration Date ... 12/06/05 Qty Unit Charge Per Extension BASE FEE 15.00 5.00 9.0000 EA MECH FURNACE <=100K 45.00 5.00 9.0000 EA- MECH B/C <=3HP/100K BTU 45.00 9.00 6.5000 EA MECH VENT FAN 58.50 1.00" 6.5000 --------------------------------------------------------------- EA MECH EXHAUST HOOD '6.50 ---------- Permit ELEC-NEW RESIDENTIAL Additional desc . Permit Fee . . . . 292.50 Plan Check•Fee 73.13 Issue Date . . . . Valuation . . . . 0 Expiration Date .. 12/06/05 Qty Unit Charge Per Extension BASE FEE 15.00 6788.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 237.58 LQPERMIT Application Number Permit . . . . . . . . . 05-00000311 ELEC-NEW RESIDENTIAL Qty Unit Charge Per Extension 1246.00 .0200 ELEC•GARAGE OR NON-RESIDENTIAL 24.92 1.00 15.0000 EA ELEC TEMPORARY POWER POLE 15.00 ---------------------------------------------------------------------------- Permit . ' . . . PLUMBING Additional desc . Permit Fee . . . . 325.50 Issue Date• . . . . Expiration Date . . 12/06/05 Plan Check Fee . . 81.38 Valuation . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 37.00 6.0000 EA PLB FIXTURE 222.00 1..00 15.0000 EA PLB BUILDING SEWER 15.00 2.00 6.0000 EA PLB ROOF DRAIN 12.00 3.00 7.5000 EA PLB WATER HEATER/VENT 22.50 1.00 3.00OOxEA PLB WATER INST/ALT/REP 3:00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 16.00 .7500 EA PLB GAS PIPE >=5 12.00 1.00 15.0000 -------------------------------------- EA PLB GAS METER ----------------------------------- 15.00 --- Permit . . . GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 _ • Expiration Date 12/06/05 Qty Unit Charge Per - Extension BASE FEE 15.00 -----------------------7---------------------------------------------------- Special Notes and Comments 6788 SF. SFD PERMIT DOES NOT INCLUDE BLOCK WALL, POOL/SPA--COMPLIANCE WITH ALL STATE & FEDERAL LAWS, .INCLUDING THE ENDANGERED SPECIES ACT OF 1973 (16 U.S.C. 1531, ET SEQ.) IF APPLICABLE, IS REQUIRED ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 1017.35 DIF COMMUNITY CENTERS -RES 97.00 DIF CIVIC CENTER - RES 366.00 ENERGY REVIEW FEE 153.43 DIF FIRE PROTECTION -RES 97.00 GRADING PLAN CHECK FEE .00 LQPERMIT Application Number . . . . . 05-00000311 ---------------------------- Other Fees . . . ------------------------------------------------ . . . . . . DIF LIBRARIES - RES. 225.00 DIF PARK MAINT FAC - RES 5:00 DIF PARKS/REC - RES 502.00 STRONG MOTION (SMI) - RES 60.69 DIF STREET MAINT FAC -RES 15.00 DIF TRANSPORTATION - RES 1098.00 Fee summary ----------------- Charged ---------- Paid Credited ---------- ---------- Due P ermit Fee Total 3163.50 .00 ---------- .00 3163.50 Plan Check Total 1731.34 1200.00 .00 531.34 Other Fee Total 3636.47 .00 .00 3636.47 Grand Total 8531.31 1200.00 .00 7331.31 LQPERMTT Building Address r, 7 Owner it I d JJ n Mailingv Address � (4a-.27z'Cb36 T4.h,t 01 eCW ou&m 45_� P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO Wr/o /is LA QUINTA, CALIFORNIA 92253 BUILDING: TYPE CONST. OCC. GRP. A.P. Number -7-70- -300 - o o 1- 4. , Legal Description T Project Description_ Lo T- U 4 0-2 good- Z-II►4 1- (oc Fit IIZip � I Tel 07k b7r I Otnte uc. n �V •/ Fit & Classif. Liit # 1 Arch., Engr., r 6 C, 4� Designer KV Address _ , Tel. - r1,JJ1__1J0J 111M j ICEN . TRACTOR'S DECLARATION I hereby affirm that I "c se under provisions of Chapter 9 (commencing with Section 7000 of Division 3 o sin sand Professions Code, and m license is in full force and effect. JOWNER-BUILDER DECLARATION I hereb affirm tha I a exempt from the Contractor's License Law for the following reason: (Sec. 031.5, usiness and Professions Code: Any city or county which requires a permit to const t, alt , improve, demolish, or repair any structure, prior to its issuance also requires the apple t I r such permit to file a signed statement that he is licensed pursuant to the provisions of the ontractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ 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 Profes- sions 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 irr�ovements are not intended or offered for sale. If, however, the building or Im- provement is kold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. fcr this reason Date Owner WORKER'S COMPENSATION DECLARATION 1 hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). 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 Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT., If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT Sq. Ft. / -7 ff No. / No. Dw. Size ("5 ( O O Stories ( Units Newg Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. QQ Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure , --- r - TOTAL IU REMARKS I f I 1 l _ ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE_ Issued by: Validated by:— Validation: YELLOW = APPLICANT INSPECTOR Date Permit PINK = FINANCE Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.24 X 6,788 S.F. or $15,205.12 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Wells Fargo Bank - Curt Dunham Check No. 0068926990 Name on the check Telephone Funding Residential By Dr. Doris Wilson Superintendent Fee collected /exempted by ron McGilvrey\ Payment Recd $15,205.12 d„"overtU,!_*t, Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this Will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original -Building Department/Applicant Copy -Applicant/Receipt Copy -Accounting JUL 12.2004 9:58AM' BBG ARCHITECTS 714 434 4885 N0. 105 P. 2/2 IIraditcon July 8, 2005 Billy James Mathis Trust Re:. Lot 27, Tract °28470-2,:5. 32 CahuWa -Court Dear Mr. Mathis: -- Thank you for your submittal of Design Development plans for.your Tradition home. The plans were approved by the Architectural Committee subject to the following comments being addressed with the.Construction Drawing submittal: 1. Grading plan still shows the' play ground equipmentand the carrousel. Landscape plans do not. Please clarify, 2. Update grading Alan to show BBQ fencing area. I Gate and fe6t�.detail by BBQ area needed. 4. Site walls beyond*rear set -back line need to have a top of wall elevation as measured from approved pad height I Provide mail box design. 6.. The Ligustrum by the BBQ need to be pulled back they are in the view corridor. 7. Please provide a material color board. Thank you for your submittal. We look forward to the receipt of your .Construction Drawings. Sincerely, Tradition Architectural Committee Tradition Community Association cc: BBG Architects ' Ray Martin cc f WERT teSORT MANAGEMENT POST OFFICE BOX 4772 • PAW DESEKF,CALIFORN A 92261-4772 73.550 ALESSANDRO, SUITE 5 • PALM DESMT,,Cki FORNIA 92760 PHONE (760) 346•1161 • PA)( (760) 346-9918 YOUNG ENGINEERING SERVICES *Engineering •Architecture•Surveying• Building & Safety Services Letter of Transmittal. To: CITY OF LA DUINTA Date: Project: Attn: ED RANDALL PC#: Tel No.: (760) 777-7012 Tract No.: We are forwarding: No. of Copies 1 1 1 1 06-07-05 MATHIS RESIDENCE 52-632 CAHUILLA 05-0311(15T) X By Messenger By Mail Your Pickup Description: PLANS STRUCT REDLINED PLANS TRUSS Comments: STRUCTURAL CONTENTS ARE APPROVABLE. THANK YOU This Material Sent for: Your Files Per Your Request Your Review X Approval Checking At the request of: Other By: NALIN PACHUNURI Phone # (760) 360-5770 EXT. 108 77-804 Wildcat Drive, Suite C, Palm Desert, CA 92211 (760) 360-5770 Bronz Young LEGACY REPORT ER -5017 Reissued July 1, 2003 ICC Evaluation Service, Inc. BusinesslRegional Office ■ 5360 Workman Mill Road, Whittier, California 90601 ■ (562) 699.0543 Regional Office ■ 900 Montclair Road, Suite A. Birmingham, Alabama 35213 ■ (205) 599.9800 www.icc-es.org Regional Office n 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 s (708) 799-2305 Legacy report on the 1997 Uniform Building CodeTM, the 1997 ICBO Uniform Mechanical Code, the 2000 International Mechanical Code®, the 2000 International Residential Code®, and the 2000 International Fuel Gas Code® DIVISION: 10—SPECIALITIES Section: 10305—Manufactured Fireplaces ISOKERN FIREPLACE AND CHIMNEY SYSTEMS EARTHCORE INDUSTRIES, INC. 8917 WESTERN WAY, SUITE 120 JACKSONVILLE, FLORIDA 32256 1.0 SUBJECT ISOKERN Models 36 -Inch, 42 -Inch and 48 -Inch Fireplace and Chimney Systems; ISOKERN Fireplace with Fire -Lite Application; Models M3600, M4200 and M4800 Unvented Gas Appliance Enclosures; and Models M3600, M4200 and M4800 Vented Gas Appliance Enclosures. 2.0 DESCRIPTION 2.1 Models 36 -Inch, 42 -Inch and 48 -Inch Solid -fuel - burning Fireplaces: 2.1.1 General: lsokern fireplace and chimney systems are modular refractory masonry units designed for field assembly. The units consist of interlocking precast parts that are fitted together in the field using a premixed mortar called lsokern mortar, supplied with the units, to form a wood -burning fireplace and chimney system. The 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 bricks, a minimum of 1 inch (25.4 mm) thick, are provided to line the interior of the firebox. The firebox is available in sizes noted in Table 1. See Figure 1 for further details. 2.1.2 Installation: Anoncombustible foundation, adequate to support all required loads, is necessary and must be approved by the building official. Units are assembled on the foundation by installing the base hearth plate, firebox wall sections, damper assembly and smoke dome. lsokern mortar is mixed with water until smooth and without dry spots, and is then poured into the supplied lsokern application bag and applied to one adjoining component face of each joint. A'/; inch -wide (6.4 mm) line of mortar is applied'/, 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 excess must be troweled off. Coverage rate is 4 pounds per 10 square feet (1.95 kg /M2) of area, and setting time is 20 minutes. Pot life of the mortar is 4 hours. The firebox hearth, side walls and back wall are then lined with approved refractory bricks using a refractory mortar and grout recommended by Earthcore Industries, Inc. The chimney system is supported from the top of the smoke dome on a steel -reinforced top plate. It is assembled starting with a 6 -inch -high (152 mm) liner that offsets the joints in the octagonal inner liner from those in the square outer chimney casing. Tongue -and -groove construction of the chimney components simplifies installation. The mortar mix is applied in all joints as previously described. The outer chimney blocks have provisions for installation of reinforcing bars. In Seismic Zones 0 and 1, chimneys may include offsets with a maximum of six offset blocks. The offset blocks are supplied by Earthcore Industries and are illustrated in Figure 1. The fourth and sixth offset blocks shall be supported by a concrete block support wall. Where required by the building official, details of support wall construction must be provided. In Seismic Zones 2, 3 and 4 [under the 1997 Uniform Building Code TM (UBC)], Seismic Design Category D [under the 2000 International Building Code® (IBC)] or Seismic Design Categories D, or D2 [under the 2000 International Residential Code® (IRC)], the chimney is reinforced with grouted vertical and horizontal reinforcement in accordance with Section 3102.4.3 of the UBC, Sections 2111.3.1 and 2111.3.2 of the IBC or Section R1003.3 of the IRC. Chimneys are connected to each roof, floor and ceiling with two 3/,, -inch -thick -by -1 -inch-wide (4.8 mm by 25.4 mm) steel straps or Simpson MST 60 straps with two '/z inch -diameter (12.7 mm) bolts. Strap installation must comply with Section 3102.4.3 of the UBC, Section 2111.4.1 of the IBC or Section R1003.4.1 of the IRC. The portion of the chimney exposed to the exterior must be covered with material such as exterior plaster or brick veneer. Brick veneer is anchored to the chimney in accordance with Section 1403.6 of the UBC, Section 1405.5 of the IBC or Section R703.7 of the IRC. Exterior plaster and its application shall comply with the applicable code. Terminations must complywith Section 708 and Table 31-B of the UBC, Sections 716 and 2113.9 of the IBC and Sections R602.8, R1001.6 and R1001.16 of the IRC. Where required, an approved spark arrester complying with Section 3102.3.8 of the UBC is used. For installations with vertical chimneys, the fireplace and chimney are installed with zero clearance to combustibles. ICC -ES legacy reports are not to be rorstnred as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement ajthe subject ojlbe report or a recommendationfor its use. There is no warranty by /CC Evaluation Service, Inc., express or implied, as to any finding or other molter In this report, or as to any product covered by the report. Copyright 0 2003 Page 1 of 5 ICBG Evaluation Service, Inc e 5360 WORKMAN MILL ROAD - YMITTIER, CALIFORNIA 90601-22% -- • - A subsidiary =poralion of 177e International Conference EVALUATION REPORT Copyright A 1999 IC90 Evaluation Swvlm. Inc. of Building Officials EPe4= Reissued October 1, 1999 Filing Cotegory: ROOF COVERING AND ROOF DECK CONSTRUCTION• -Roof Covw" "S" nt-E, NAPA'S" Z0,1MECE Mp8510N Ttt.E, TWO-PIECE.BAJA WSStON TLE, EUROBAJA TILE ANO ROMAN TLE REDLAND CLAY TLE POST OFFICE BOX 430 TECATE, CALIFORNIA 91950 1.0 SUBJECT -V TBe, Napa •S' Tile, Two-piece Mission Tile, Two-piece Ba)a Mission Tile, Eurobaja Tile and Roman Tile. 2.0 DESCRIPTION 2.1 Two-piece Nitnalon Tile: The tiles we composed of vitrified clay, machine -formed and kiln -fired to various temperatures for different burnt -on colors. Top and pan tiles are curved to approximately one third of a circle, and have widths at the large and small ends of approxi- mately 81/2 and 7 inches (2 16 and 178 mm), respectively. An attachment hole is provided in the small end of the top file and in the large end of the pan tile. Tiles are approximately 112 inch (12.7 mm) thick, 20 inches (508 mm) long, and are installed with a maximum 11 •inch (279 mm) center-to•cenler spacing, and a minimum head lap of 3 inches (76 mm). The tiles have a vertical exposure of 17 inches (432 mm) and have an Installed weight of 10.7 pounds per square foot (522 kg/M2). The the may be used to trim hips, ridges and rakes, provided they are embedded in mortar or rooting mastic. 2.2 Two-piece Baja Mission THs: The tiles are similar to the two-piece Mission tile, except that the widths at the large and small ends are approximately 63/4 and 6 inches (171 and 152 mm), respectively. Tiles are Installed in the same manner as identically to the two-piece Mission tile, except the horizontal spacing is 9 inches (229 mm) with a minimum head lap of 3 inches (76 mm). The installed weight of the tiles, when installed with a 94nch (229 mm) center•tocenter spacing, and a minimum head tap of 3 Inches (76 mm). is 9.4 pounds per square foot (45.9 kg/m,2). 2.3 "S" Tile: The files are manufactured in a manner similar to the two- piece Mission tile, except they are 18 inches (457 mm) long, 12 inches (305 mm) wide and 1/2 inch (12.7 mm) thick, with two nail holes in the pan side and one nail hole in the cover side. Various accessory Ules are available for ridges, hips and rakes. The installed the weight is approximately 9 pounds per square foot (43.9 kg" when installed with an 114nch (279 mm) center -to -center sparing and with a 3 -inch (76 mm) head lap. See Figure 2 for details. 2.4 Eurobaja Tile: The files are manufactured in a manner similar to the lwo- piece Mission tile, except they are fiat pan -shaped with two side Ups which flare out The tiles are 17'1/2 Uwhes (444 mm) kxng, and have a width of 8314 inches (171 mrn) tapering to 8114 inches (159 min% and are 1/2 inch (12.7 mm) thick and 2 inches (51 nrn) in height to the outer edge of the side 6p: An attachment nail hole is located apprmdmately 2 inches (51 mm) from the head and the nose. The cover Me and pan file are si:miiar except that the nail holes are located on opposite ends. The installed weight is approximately 9.9 pounds per square foot (48.3 kghrt2) when installed with a 94nch (229 mm) venter-to-oenter spacing and with a minimurn 34neh (76 mm) head lap. See Figure 3 for details. 2-5 Roman Tile: The tiles are similar to the Eurobaja tile except they we 17x/4 inches (451 mmllong, 11 inches V79 mm) wide, %inch (15.9 mm) thick and 25/8 inches (60 mm) in height to the outer edge .of the aide lip. Two attachment nail holes are located approxi- mately 11/2 inches (38 mm) from the file head and spaced 51/4 inches (133 mm) apart. The cover tile and pan tole are similar except that the nail holes are located on opposite ends. The tiles are installed in the same manner as the Eurobaja the. The Installed weight of the tiles is 10.1 pounds per square foot (49.3 kg/m when installed with an 18 -Inch (457 mm) center - to -center spacing, and with a minimum head lap of 3 inches (76 mm). See Figure 3 for detaHs. 2.6 Napa 'S" Tile: The Napa 'S' file is approximately 13% Inches (349 mm) long, 10112 inches (267 mm) wide and 1/2 Inch (12.7 mm) to 6/8 inch (15.9 mm) thick The Bartel portion of the Ole rises 2.3 inches (58.4 mm) over a span of 6.45 Inches (164 mm). The tile has a flat pan section approximately 2.3 Inches (58.4 . mm) wide, and the edge ends in a 45 -degree flared Up. Two nail holes are located on the pan side and one nail slot is lo- cated on the barrel. The installed weight of the tiles is 10.5 pounds per square foot (51.3 kg/m when installed with an 81/21nch (216 mm) center -to -center sparing, and with a mini- mum 34nch (76 mm) head lap. See Figure 4. • 2.7 Installation: The tiles are installed in accordance with Table 15-0-1 of the code except as noted in this report. Nails are minimum No. 11 gage, 6/10 -head (7.9 mm), corrosion resistant roofing naits having sufficient length to penetrate the sheathing at feast 1 inch (25.4 mm), or extend through the sheathing, whichever is less. Approved Ole ties may be used as after - nates to nailing. On roof slopes over 21:12, the bottom edge of each the must be secured with an approved clip. Sheathing is minimum 1/24nehihlck (12.7 mm) plywood, or code -complying solid sheathing, nailed in accordance with the code. A 14nohby,24nch (25.4 mm by 51 mm) cant strip is placed at the eave and fastened to the sheathirig with 5d corrosion-resistart conrnon nails. VVhere used, mortar must comply with requirements for Type O mortar in Chapter 21 of �•, Evakw ion repons ofICBO Evabdion Servke lac, an rssaedsoklj to provide tafwwafton to Clea A xmtba: of ICEO, adr=q aw code arm which the rrporf it band. Evaluation rrpot* we not to be eowrbaedw rgwacatrws aathedez or awl other d2ribda wot rpecificatfj addressed nor as an eadwsev d or recowiwew- .diow for we of a e sabfed repmc 7hk report it based arm hdgwndent setts or atter techekal dila s_ -_',pfd bl the applicant Tlw IC80 Ewhoslon Serdce, Inc, technaaf staf fYm mkwed aw Ltest raaitt and/orWwrdata, bort doa redPaas: tat fat to arab an iadepm&xt v*rV caaow. 776m it no wenvxo bylCeo Evaladiw Santee, In � exprm ar iapW as to wV Fording"or oabw la�L .I►r iepaf oras toe+ad prodad eovned by dw report "-b dbeki nes bwA da, bar b rat ramWie, xwnhanraNBkty. P"otof5 I (p ?tri 0-34 Active Fault Near -source Zones This map is intended to be used in conjunction with the 1997 Uniform Building Code, Tables 16-S and 16-T Q-34 California Department of Conservation Division of Mines and Geology LEGEND See expanded legend and index map Shaded zones are within 2 km of known seismic sources. A fault B fault Contours of closest horizontal distance to known seismic sources. ----------------• 5 km ........................... 10 km -------------- 15 km 0 5 10 L.7777777 - Kilometers 1/4" is approximately equal to 1 km August, 1997 Q-35 California Department of Conservation Division of Mines and Geology LEGEND See expanded legend and index map Shaded`zones-are within 2 km of known seismic sources. A fault B fault Contours of closest horizontal distance to known seismic sources. ----------------- 5 km ........................... 10 km -------------- 15 -km 0- 5 10 Kilometers 1/4" is approximately equal to 1 km August, 1997 .