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0012-239 (SFD)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date 00 Date 2 "-/ ✓J ) Signature of Contractor /✓�,�`,�, '% I� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) 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 & Professionals Code). ( ) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a cer'ificate 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 & policy no. are: Carrier Policy No. 001 LJ311114 EMU?, M., 223IM-ft (This section need not be completed if the permit valuation is for $100.00 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Sectiom3 0 of the Labor Code, I shall forthwith comply with those,6revisions. Date: ;;,„�Applicant11e,61— Warning: 61 Warning: Failure to secure Workers' Compensation coverage is unlawful and, shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. f' IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions 'set forth on his 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 applicaton agrees to, & shall;. indemnify & hold harmless the City of La Quinta, its officers, agents and employee 2. Any permit issued as a result of this application becomes null' void'If work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating: tolhe building construction, and hereby authorize representatives of this Citi lb enter upon the above-mentioned property for inspection p rposes. r xi & Signature (Owner/Agent) "42. -, a I` -A - Date y BUILDING PERMIT PERMIT# // / DAT / J VALUATION LOT g'�.-°�d��t TRACT /1 J l_� ' .16J :�'t:9 .i 1491'15 JOB SITE APN ADDRESS OWNER CONTRACTOR / DESIGNER / ENGINEER M.P.RX Ctllk ,.:t. 5T:1NR.OUR cCF•kt1:"%lRA110111 PKI -1q, D"R.9mr Cay, 9 260 C'1603343.71186 C?3T:4. 1137 USE OF PERMIT J ;!0 • PI—F .MIT VMS NOT 1140.,>~d X t11.@.,CX "tri7AL), POO &,;PA t9li 1NIMMAASr'APPROACH. 99' MASTER "i'1NO".l1°:l.,zv I.-,- IaTRACT TRACTCM ,`.#3 R CTION 1,737 00 Sr tom` .'kA(3VC kP0KT (SR) ?,42g.00 :K . AA11TD CONT !COY+`CO;0]'IM'i)C 7CAN 105,46,2.10 P4414 CHECK FER 301-000.439-318 305.0124 IT,u I1ti1'+OSIT° 1011-000-429-`518, -054.06 114 kIh�113i°r'11. 1i ?r 101 -WO -421 -000 $: 'so 21ECTRICAL FF,9 ,. 101"000-420-000 { P1.UM5124CrfFRE 101.090.419-('300 3T`kt0110 MOT1014 FEE: • IR.ESID 10)-000-24.1-000 OUT.t1'E O FOX, I01.-009-424;-I!:10%I $20.00 r)E,VELO)"EiR IMPACT Y E'' Z PRECISE PLAN n° 01.000.44.1-345 $100,00 COPJ$TP 101,000-419-000, $60.36 b � -I ` i= , 24 ki lsiIBZ. 'Cf±1. CON. Mb KIM CIMOK -�� a. `63,"1�a0.36 I 11r..135 RRE-1WOMRS 42,50-00 Uk, Lk RECEIPT DATE INSPECTOR YN r INSPECTION RECORD " OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Forms & Footings_ _ d Underground Ducts Ducts Slab Grade Return Air Steel Combustion Air Roof Deck__ p Exhaust Fans O.K. to Wrap - F.A.U. Framing -gyp - ®L Compressor Insulation 4. -t 2-p ( �,'f Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath—lg Final Final _ _ POOLS - SPAS BLOC KWALL APPROVALS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location L Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines _ _ �� _/ Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster " Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test ..Z5. p Appliances Final COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole -O Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power / Final Utility Notice (Perm) �._�( )w-4(1,1 3g Building r �' Address 7 Z Owner T4tyl 4 4 " P.O. BOX 1504 78-495 CALLE TAMPICO ct 1,2 VAr LA QUINTA, CALIFORNIA 92253 Mailing � City Zip Contractor SJIV Address City�AZip I h DFSe� 1 z -Z_ Gfe5 y13—�Z�r) State Lic.r City & Classif. 7 `1 O Lic. # Arch., Engr., Designer Address Tel. CityI Zip I State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,8usiness and Professions Code: Any city or county which requires a permit to construct, after, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for thealleged 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: 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, Buisness 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.) 1 t I, as owner of the property, am exclusively contracting with licensed contractors to con- struct 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.) 11 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I 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 (7 Copy is filed with the city. O 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 the Workers' Compensation Laws of California. Date Owner NOTICE TOAPPLICANT: If, after making this Certificate of Exemption you ��&ul�become , subject to the Workers' Compensation provisions of the Labor Code, Vol Horthwith comply with such provisions or this permit shall be deemed revoked.`�, CONSTRUCTION LENDING AGENCY' 0 I hereby affirm that there is a construction lending agency for the performanceof tom. work for which this permit is issued. (Sec. 3097, Civil Code.) `` Jam_ Lender's Name �- �'� Lender's Address!' This is a building permit when properly filled out, si a 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 P I cct sc, e� APPLICATION � S 11LDING: TYPE'CONST. OCC. GRP. P. Number 77 -3 3 3S5 -0 2-6 Legal Description ty T I K y9 !%{JS'T 15' Project Description � ).p A AfiF2. _rvVEc L 13 eet,F✓ ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line t Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Sq. Ft.n No. Size 17 }t 7 Stories No. Dw. Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation },PERMIT AMOUNT Plan Chk. Dep. --"- Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. , Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line t Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Notice: Document Cannot Be Duplicated Date 1/31/01 No. 21606 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 760-771-8515 CERTIFICATE OF COMPLIANCE APN # 773-335-020 Jurisdiction La Quinta Owner NameMark Tuvell No, 52-865 Street Avenida Bermudas city La Quinta zip 92253 Permit #0012-239 Log # Study Area Tract # BLK149U15 Lot # 7 Square Footage 1787 Type of Development Single Family Residence No. of units 1 Comments a cashier's check in the amount of $7,326.70. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined 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 Government Code 53080 in the amount of 2.05 X 1,787 or $ 3,663.35 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 - 1 st Bank - Mark Tuvell Telephone ' Name on the check By Dr. Doris Wilson Superintendent Fee collected /exe pted by Annette Barlow g Si nature Payment Received $3,663.35 Check No. 57845 NOTICE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to anotheh public entity authorized to collect them on the District('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting 7 i • 4 ly RC DISTRICT - PLANNING REVIEW FORM This form is to be used by CDD staff for review of single family dwellings in the RC (Cove Residential) District, in order to determine the applicability of compatibility issues or need to require the filing of Master Design Guidelines by the applicant. It shall be transmitted to the Building and Safety Department as your correction list. Please attach additional explanations as necessary. APPLICANT SUNROSE CORP. SITE ADDRESS 52,-865 Avenida Bermudas APN 773- 335 - 020 BIN NO.: LEGAL: LOT 7 BLOCK 149 CASENO.: 2000-361 UNIT' 15 S.C.@V.L.Q. CHECKED BY: Grey Trnusdell DATE: Inform the assigned Building plan checker upon your assignment to this case. The CDD Executive Secretary maintains a log book to track applications and assign case numbers. . REQUIRED ITEM Y N COMMENT/CORRECTION Compatibility Review Case logged and number assigned Verify legal and APN information ✓ e o Consistent with MDG on file (as.applicable c/ r 6/10 MDG filing required (5 filings since 9/3/98) �e b m`gston Consistency with street/surrounding area: Colors b 6 1�Iif�rial G �fte tore P4 ,a�� qty o �i1 �• Zoo o• EX it Go 6% th jV Other Requirements: G' J •', � �� yrs P.Titli,o O. BOX 1504 Building l 78-495 CALLE TAMPICO APPLICATION 'Address LA OUINTA, CALIFORNIA 92253 r Owner 41 10 Mailing • BUILDING: TYPE'CONST. OCC. GRP. Address ` A.P. Number X7 3 + 33S'�D 2d City Zip Tel. �HL ,�%` Contractor `: --A..* , ,- Address 7Z—C'U City��Zip Tel. ch 'D�1� q zZG� y 13 —Z� 1 State Lic.r? City & Classif. > '7 7 O Lic. # Arch., Engr., Designer, Address Tel. City Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section T000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ' SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractors License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, after, Improve, demolish, or repair any structure, prior to ,its issuance also requires the pp/kant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor'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 appftcant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars ($500). L I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Intended or offered for sale. (Sec. 7041, Buisness and Professions Code: The Contractor's License Law does oof apply to en owner of property who builds or improves thereon and who does such work binsalf or through his own employees. provided that such improvements are not intended or offered for sale. ff, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden 'of proving that he did not build or improve for the purpose of sale.) W I, as owner of the property, am exclusively contracting with licensed contractors to con Strutt the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who build$ or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Lew.) 17 1 am exempt under Sec. B. d P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I,have a certificate of consent to self -Insure, or a certificate of Workers Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company n Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS'COMPENSATIONINSURANCE (This section need not be completed it the permit is for one hundred dollars ($100) valuation or less.) 1 certify that in the performance of rho 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 Date Owner NOTICE TO APPLICANT: ff, after making this Certificate of Exemption you ne , subject to the Workers' Compensation provisions of the Labor Code, I t rthwlM comply with such provisions or finis permit shall be deemed revoked. A CONSTRUCTION LENDING AOENC`I �& I hereby affirm that there is a construction lending agency lll�b the perform 'of fg� work for which this permit is Issued. (Sec. 3097, Civil Code.) Lenders Name• Lenders Address _ i This is a building permit when properly filled out, sit 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 egal Description &o T '7 %gL K III ` VAI rr 1 t roject Description AFD /"utile_ 1oVE1. L B el. Sq. Ft. A No. No. Dw. Size I % X Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ PERMIT AMOUNT Plan Chk. Dep. 5 c7 Plan Chk. Bal. Const. Mech. Electrical. Plumbing S.M.I. Grading Driveway Enc. infrastructure TOTAL REMARKS 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 INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION =METROS CAN PROPER TY PROFILE= Riverside (CA) **************************************************************************************** * * * <<< OWNERSHIP INFORMATION >>> * * * Parcel Number :773 335 020 S: T: R: Q: * Ref Parcel # :000 000 000 Pos Interest: * Owner Name :Hayes George D * CoOwner :Hayes Lois D * Site Address :*No Site Address* * Mail Address :1677 W Thornton Ave Hemet Ca 92543 * Telephone :Owner: Tenant: * <<< SALES AND LOAN INFORMATION >>> * * * Transferred :07/01/1990 Loan Amount * Document # :271579 Multi -Parcel Lender * Sale Price :$44,000 Full Loan Type * Deed Type :Grant Deed Interest Rate * % Owned Vesting Type * * * * * <<< ASSESSMENT AND TAX INFORMATION >>> * * * Land :$25,307 Exempt Type * Structure Exempt Amount * Other Tax Rate Area :20-017 * Total :$25,307 Taxes :$304.74 * % Improved * * * <<< PROPERTY DESCRIPTION >>> * * * Map Grid * Census :Tract: Block: * Land Use :R07 Vacant,Residential * Legal :LOT 7 BLK 149 MB 018/092 SANTA * :CARMELITA VALE LA QUINTA UNIT 15 * * * Sub/Plat :Santa Carmelita Vale La Quinta Unit 15 * Book :18 Page:92 * * * <<< PROPERTY CHARACTERISTICS >>> * * * Bedrooms Stories YearBuilt: AgPreserve * BathFull Units MiscImprv:No * Bath3Qtr Bldg SgFt: Street :Paved ADDITIONAL * BathHalf Gar SgFt Waterfrnt: * Fireplce :No Gar Type Elect Svc:Developed RmAddtns :No * Cntrl Ht :No Lot Acres:.11 Gas Svc :None RmAddSF * Cntr1A/C :No Lot SgFt :4,791 WaterSrce:Developed AddGarType * Pool :No Roof Type: SewerType:None OthrPkng * * Information Provided Is Deemed Reliable, But Is Not Guaranteed.**************** = ICBG Evaluation Service, Inc. ti I� my 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER -3523 Copyright © 1999 ICBO Evaluation Service, Inc. Reissued September 1, 1999 Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION—Roof Covering (202) ONE-PIECE "S," TAPERED TWO-PIECE MISSION, FLAT SHINGLE, ROMANO PANS, CLAYLITE® AND CLAYMAX® CLAY ROOFING TILES UNITED STATES TILE CO. 909 WEST RAILROAD STREET CORONA, CALIFORNIA 91720-1906 1.0 SUBJECT One-piece "S," Tapered Two-piece Mission, Flat Shingle, Ro- manoTM Pans, Claylite°and ClaymaxO Clay Roofing Tiles. 2.0 DESCRIPTION 2.1 General: The roofing tiles are a vitrified clay product, manufactured by United States Tile Company for use as a roof -covering under the 1997 Uniform Building Code . The tiles are machine formed, fired to various degrees and have a selec- tion of burned -on colors. The various colors are obtained by controlled firing of the kilns. Tile profiles are illustrated in Figure 1. The tiles may be installed on roof surfaces having slopes up to a maximum of 21:12. A solid sheathing conforming to the requirements of the code is required for all slopes. Flashing complying with Section 1508 of the Uniform Build- ing Code is provided at all roof valleys. Flashing and counter - flashing of not less than No. 26 gage corrosion -resistant met- al must be provided at all points where the roof intersects vertical walls. Mortar, where called for, must comply with Chapter 21 of the code for a Type O mortar. Tiles in contact with mortar must be immersed in water for at least two min- utes before installation. 2.2 Materials: 2.2.1 "S" -shaped Tile: The finished tiles are 18 inches (457 mm) long, 13 inches (330 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. The installed weight of the tiles is approximately 8 pounds per square foot (39.1 kg/m2) and is designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. 2.2.2 Tapered Two -Piece Mission Tile: The finished tiles are 18 inches (457 mm) long, curved to approximately one third of a circle, having a chord width of 81/2 inches (216 mm) at the butt end and 7 inches (178 mm) at the smaller end. The tiles have an average thickness of 1/2 inch (12.7 mm) and an installed weight of approximately 9.6 pounds per square foot (46.9 kg/m2). They are designed for installation with 11 -inch (279 mm) center -to -center spac- ing and a minimum 3 -inch (76 mm) head lap. 2.2.3 Flat Shingle Tile: The finished tiles are 18 inches (457 mm) long, 93/4 inches (248 mm) wide and 9/16 inch (14.3 mm) thick. There are three ribs that are 1/2 inch (12.7 mm) wide and one rib at the lock is 1 inch (25.4 mm) wide. Ribs are approximately 3 inches (76 mm) apart and run the full 18 -inch (457 mm) length of the tile. Each tile has two nail holes in the top. Installed weight of the tiles is approximately 91/2 psf (46.4 kg/m2). They are de- signed for installation with 9 -inch (229 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. See Figure 1 for further details. 2.2.4 Romano Pans: The finished tiles are 18 inches (457 mm) long, 11 inches (279 mm) wide, and 9/16 inch (14 mm) thick with two nail holes near the top of the pan. The installed weight of the tiles is approximately 9.9 pounds per square foot (48.3 kg/m2). They are designed for installation with Tapered Mission tops as cover tiles with a 13 -inch (330 mm) center -to - center spacing and a minimum 3 -inch (76 mm) headlap. 2.2.5 Claylite Tile: The tiles are the same shape and size as "S" -shaped tile. The finished tiles are 18 inches (457 mm) long, 13 inches (330 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. The installed weight of tiles is approximately 5.9 pounds per square foot (28.8 kg/m2). They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) headlap. 2.2.6 ClayMax Tile: The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and 13/32 inch (10.3 mm) thick with two nail holes in the top. The installed weight of the tiles is approximately 5.8 pounds per square foot (28.3 kg/m2). They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. 2.3 Installation: 2.3.1 General: Tiles shall be installed in accordance with Table 15-D-1 of the code. Approved tile ties may be used as an alternative to nailing. On roof slopes less than 3:12, the tiles may be used only as a decorative material over other types of approved roof coverings, as specified in the code and at the discretion of the building official. Maximum roof slope is 21:12. Clay or metal birdstops or a nominal 1 -by -2 wood strip shall be installed at the eave to elevate the first course of tiles. Tiles are nailed along gable rakes to continuous nominal 2 -by -2 and nominal 2 -by -3 nailers, installed side by side. As an alter- native, a nominal 2 -by -4 nailer, laid flat, may be installed along the gable rake. See Figures 2 through 6 for additional details. Evaluation reports of ICAO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for us¢ of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other rieatter in the report oras to wry product covered by the report. This disclaimer includes, but is riot limited to, merchantability. Page 1 of 8 Page 2 of 8 2.3.2 Flat Shingle Tile: Installation details are similar to those described in Section 2.3.1 of this report except as fol- lows: 1. A full bed of mortar is provided under the exposed portion of each rake the as a closure. 2. At hips and ridges, a mission type or a W" type hip and ridge tile is set and nailed in cement mortar or roofers' ce- ment. 2.3.3 ClayMax Tile: Installation details are similar to those described in Section 2.3.1 of this report except as follows: 1. Hips and ridges are provided with continuous nominal 2 -by -3 nailers to support ClayMax trim tiles. 2. Mortar or weatherblocks are not required at hips and ridges. 2.3.4 Romano Pans: Installation details are similar to those described in Section 2.3.1 of this report except that Romano Pans are installed at a maximum 13 -inch (330 mm) center -to-' center side spacing across the roof slope. 2.3.5 All Tiles: All roofing felt underlayments at hips, ridges and rakes are to extend over or under the nailers provided. Approved tile ties may be used as an alternate to nailing. 2.3.6 Tile Repair: Damaged tile is removed by breaking it completely out of the field and cleaning away all debris. Exist- ing fasteners must be removed and the nail hole sealed with an approved sealant. Any damage to existing underlayment must be repaired prior to installation of the replacement tile. Replacement tile is inserted into the open space, maintaining head and side laps. The tile is secured with approved plastic ER -3523 cement or adhesive, a No. 11 gage corrosion -resistant nail or an existing wire tie fastener. 2.3.7 Roofing Classification: When installed over new construction as described in this report, the clay roof tiles are Class A roof coverings in accordance with Section 1504.1 of the code and are noncombustible roof coverings in accor- dance with Section 1504.2 of the code. 2.4 Identification: The letters "U.S.T" are embossed on the bottom of each tile near the nail hole on the cover side. Additionally, the tiles are identified by means of a tag attached to each shipping pallet bearing the evaluation report number (ICBO ES ER -3523) and the installed weight. 3.0 EVIDENCE SUBMITTED Reports of tests conducted in accordance with the ICBO ES Acceptance Criteria for Special Roofing Systems (AC07), dated April 1999, and installation instructions. 4.0 FINDINGS That the One-piece "S," Tapered Two-piece Mission, Flat Shingle, Romano Pans, Claylite and ClayMax clay roof- ing tiles comply with the 1997 Uniform Building Coder^^, subject to the following conditions: 4.1 The tiles are manufactured and installed in accor- dance with this report and the manufacturer's in- structions. 4.2 The tiles are manufactured at the United States Tile Company plant in Corona, California. This report is subject to re-examination in two years. Page 3 of 8 �/ELIO MAW 3° 29 Etio MISSION TWO-PIECE ROOF TILE 2 ER -3523 Awwr ENO y y ONE-PIECE "S" AND CLAYLITE ROOF TILE "V ' D ENO y y CAMA/NEL For SI: I inch = 25.4 mm. CLAYMAX ROOF TILE at RLOCK/N6 NMPG FLAT SHINGLE ROOF FIGURE 1—TILE PROFILES Page 4 of 8 F-� SPEC/F/CQ 7-10A/.S`Cte 1X,6r4L /-.4 T/Ort/ 88 PIECES PER SQUARE.- DESIGNED TO BE SPACED 11" ON CENTER WI TH NOT MORE THAN 15' EXPOSURE _ FEL T f -//G A"V F?/!XE ��4t/T�i2 6NN0/L �--z�xsN.cua/LE� CA14NNEL /c"SIVIA 0 ;q 71 Z4ivsAWR M MAP 0A' 774E- W/lr" FL&—MM E ME77=1- 5/OE , W,gGG �L.ASf,I/�tl G to f / JWICK I �xr3NA/LE7? iNETA4 G7S WAIM6'L. A!4ASN/NG ER -3523 QLcT/LE /s us�v W�NEVE77.4.4�LL OAS` -E /�� Ivo/L ,/,G ra nyE G.Xr.E: 77cEs .�J�EM•dt�E'fL�?R/C.,��T.�LtdD �.,E7�'T ".4"0,4450 ASA 411VIVLAPS",44 RA/lE. LEFT F?.aKL' FZ/GNT'. RAKF� WIAIG lDG4cT/GE ,4Lso TYLE .4Vi4/LA6'LE�SpME'f�5 ,f?A/ICE 774 E' EJrc'Ep T � W?t•l��T S/O� i Xeo'wocv R'X-j-7'iVA ME7.�L Cf,G4NNEG G7E7W/L lc4' A&"/N6 A7- SVA L G AT WA44.. :OW' /��?3sQltY /./E�t#�{!' GNdAER N/A NGLs For Sl: I inch = 25.4 mm. FIGURE 2—ONE PIECE "S" TILES Page 5 of 8 Cf/ECW LCIC7E'S Ft7.e 4=041WEW AZ �'t7R�fLeL'7 7U vl v4w dff?v77.4ma Y WlnyIAJ WNCACM� ■ ��+Rl4 t4FL G4.44FPYJ BOOS ANO �GASf,//�cla ER -3523 B�QR AfE.TtlL CWAA1NE-G 2�3'WilW14eR" � R�7Sf,�/il/G AASMG C�1di1/NG2. f �CA3iN/NO Z?ET,A lL AT W.GGL 77FAA/SFLcR 70 7L7l= O►F ,7'7'LE' 577/NGER3 �'NEt: ESS.d/7Y f�E7G7NT' tvV/Tf/ R EX�f E it 7,z7L e.1AIDE'R AM -CP FSG 4.S A.t/O 4q/Or91ES . For SI: 1 inch = 25.4 mm. FIGURE 3—TAPERED MISSION TILES Page 6 of 8 A� I 1 • f ice.:^ _ ra fi 51/2' LG. x 11 GA. NAIL EA. , TILE THRU ,a• �� v TILE & " SHEATHING h� OAlE f�/ECE P rEz T �✓U�PQ/G'd�clE' E.J. tTLE 4�%.'fXV G4 A1,G/L . 7;VAV -�n��•. res sNrv� .. I SAO'rAl a L ,sE-C77C) v NOTE. ALL NAILS TO HAVE 5116' M/N. HEADS AND BE CORROSION RESISTANT. ROOF SHEATHING TO BE 11Z MIN. THICK PLYWOOD OR S TRUCTURA L SHEATHING BOARDS For SI: I inch = 25.4 mm. ER -3523 5112- L G. x 11 GA. NAIL EA. TILE TO SHEA THING 13/4" x 11 GA. NAIL EA. TILE TO SHEA THING HURRICANE CLIP 1112" x • 19 GA. GAL V. -S TL. ONE PER TILE ON SIDE LAP. HURRICANE CLIPS OPTIONAL IF TWO NAILS INSTALLED PER TILE. FIGURE 4—ONE-PIECE "S" TILE FOR 7:12 TO 21:12 SLOPES Page 7 of 8 NOTE. ALL NAILS THROUGH TILE TO BE 11 GA. (MIN.) WITH 5/16' HEAD AND MUST PENETRATE 3/4" MIN. INTO NAILER OR SHEATHING OR THROUGH SHEATHING IF LESS THAN 3/4' B ALL NAILS TORE / CORROSION RESISTANT I H I II �I I� IV414 A900.4TE7R 714 Tt-DO IIL NAIGEQ 1 II � 1� ER -3523 2' x X NAILER (OPTIONAL) TNAILEA. TILE HROUGH TILE CK TO HEA THING OR AILER I W 1 N61 I wit; E3C70577=-A? 774E --V M/Ss/ort/ TrcE NAILER (OPTIONAL) 2'x X AZ4/1- 7&MV "La' / NAILER FLET GeR'#T74E- ro 4 (OPTIONAL) it/.O/LE,p A /2 sEccnc�tir . A WEVVEB 7 10 f+E47�/A/G 217eK- -MVV Gw .5&=70A/ B For SI: I inch = 25.4 mm. FIGURE 5—TWO-PIECE MISSION TILE FOR 7:12 TO 21:12 SLOPES .. n Page 8 of 8 Z, =-" EDGE 4'— �-[ I ( rXIIM (7Y!?) Ef7"9� L 77gl" (� J L& -F. T 6'O0E ER -3523 RIGHT EDGE TRIM TO FIT RIGHT EDGE TRIM TO FIT TILE DIMS. 9'x >8v 107 PCS PER SQUARE TO BE SPACED ON 9' CENTERS W/TH NOT MORE THAN 15' EXPOSURE. AAMMA7T" E'Z747E A��4s77C GL7NER!T' ��� rrLE�r--�L i FLLI SN/�t /G 4r WA u - 2�2~.crcicE� SEL T 17'7 = A?Z0.06' AA -ZR Av'/P For SI: I inch r 25.4 mm. FIGURE 6 -SHINGLE TILE GE smExl r S"1AA "L E J',�M ae 0 =� Page 2 of 8 2.3.2 Flat Shingle Tile: Installation details are similar to those described in Section 2.3.1 of this report except as fol- lows: 1. A full bed of mortar is provided under the exposed portion of each rake tile as a closure. 2. At hips and ridges, a mission type or a W" type hip and ridge tile is set and nailed in cement mortar or roofers' ce- ment. 2.3.3 ClayMax Tile: Installation details are similar to those described in Section 2.3.1 of this report except as follows: 1. Hips and ridges are provided with continuous nominal 2 -by -3 nailers to support ClayMax trim tiles. 2. Mortar or weatherblocks are not required at hips and ridges. 2.3.4 Romano Pans: Installation details are similar to those described in Section 2.3.1 of this report except that Romano Pans are installed at a maximum 13 -inch (330 mm) center -to - center side spacing across the roof slope. 2.3.5 All Tiles: All roofing felt underlayments at hips, ridges and rakes are to extend over or under the nailers provided. Approved tile ties may be used as an alternate to nailing. 2.3.6 Tile Repair: Damaged tile is removed by breaking it completely out of the field and cleaning away all debris. Exist- ing fasteners must be removed and the nail hole sealed with an approved sealant. Any damage to existing underlayment must be repaired prior to installation of the replacement tile. Replacement tile is inserted into the open space, maintaining head and side laps. The tile is secured with approved plastic ER -3523 cement or adhesive, a No. t i gage corrosion -resistant nail or an existing wire tie fastener. 2.3.7 Roofing Classification: When installed over new construction as described in this report, the clay roof tiles are Class A roof coverings in accordance with Section 1504.1 of the code and are noncombustible roof coverings in accor- dance with Section 1504.2 of the code. 2.4 Identification: The letters "U.S.T." are embossed on the bottom of each tile near the nail hole on the cover side. Additionally, the tiles are identified by means of a tag attached to each shipping pallet bearing the evaluation report number (ICBG ES ER -3523) and the installed weight. 3.0 EVIDENCE SUBMITTED Reports of tests conducted in accordance with the ICBO ES Acceptance Criteria for Special Roofing Systems (AC07), dated April 1999, and installation instructions. 4.0 FINDINGS That the One-piece "S," Tapered Two-piece Mission, Flat Shingle, Romano Pans, Claylite and ClayMax clay roof- ing tiles comply with the 1997 Uniform Building Coder"^, subject to the following conditions: 4.1 The tiles are manufactured and installed in accor- dance with this report and the manufacturer's in- structions. 4.2 The tiles are manufactured at the United States Tile Company plant in Corona, California. This report is subject to re-examination in two years. L' - Page 3 of 8 </EAo �'/VO 4WJrr END X y ONE-PIECE "S" AND CLAYLITE ROOF TILE ..�ELJO ENo y y /8d /�7PLOCK/hG\ G'f/aNNEL \ �. For SI: I inch = 25.4 nun. 9SVID rvu awuN TWO-PIECE ROOF TILE Z �r . � 2 r 9 / J AWSA j9Vrr --AID cILO FLAT SHINGLE ROOF �Ig CLAYMAX ROOF TILE FIGURE 1—TILE PROFILES y ER -3523 Page 4 of 8 H s,�Ec�Frc,4 rro�vs �v,Q 11UST.4L Z -A TroAl: 88 PIECES PER SQUARE: DESIGNED TO BE SPACED 11" ON CENTER WITH NOT MORE THAN 15" EXPOSURE X6NNG/LER '--Gf/QMME-L A7-ASfVIAA3 G4RRY 70 ,OAA- 1 -/NS' OR 77Z4vsA-R 7rl 7VA2 aA' 77LE" W17V AX EX/dLE IME 7XaL ��3�t/A/GER METAL C.y4it/NEL FL.as�//NG E R-3523 Q kLC/-gr �EVE74 Q SLG O.A�.E /S AWM o >'wUPAtX&F�5 AW'0V/.oE-icVM A1414 IXA7 7V Tt/E Moi* .E. 77LE3 "AMO A4SO As A UN/VERS,4L RA/lE. LEFT )7W -M= fW4314r. ;W KE' WIA14 3 /,DG4c7-�cE 1YGE ,4V.4-1"BLE(S.�ME X75 ,4.4KE 77e- AT EXcE'p r I w/7't+!'X�T S/off _ NA/G f�GErs.� i J�2'dw0 30 2'X -z7 -.,VA ME721 L C/u4Nil/EG C OCTA/L FL.QSH/N6 FZAlS"1A1l _`. A7- A7- TX47' WAZ4.. NtiOO <OlC For Sl: 1 inch = 25.4 min. FIGURE 2—ONE PIECE "S" TILES Page 5 of 8 ER -3523 W0v4w Am"AWCEY W/a��iV �►1htc�c !%v" G OCIA172W (S;04V4G-L GU,4ANW=P i4N0 FLASH /I"(9 1NTERs�'cT/oN A7- 1,7w-mw.4"'m FrbGaF M/M �lI Mt7R, cL,4Y6�+ 7d QE3/141E27 BoosrER---r t. A "Nm �+�l9MT P�z'm'rv<f/cE� ss/Wt4 R. !D aE . 1.� 14 1 ski L\\\i 1 ME.T,dG Cl1s�NNEG 2'�,3'dj(,(,q/L i4'.ASN/�t/G AAF7AZ (=4q NMEL LPETA/L AT WA4L 4=4M?Y7UE4VEL1AAE-,O►Q �-110o SSS/,&P—V OE' 774.4AISFE*R 70 7=710G OC- 774E S1J7/NGER3 �'it/E�'ESS.dRY fdE7l�NT W/Tf/ REX.tJ9G:EMliff7,Z7L "A&XI-R ///,CP AV -044 9 AVO V/06ilES. For Sl: I inch = 25.4 mm. FIGURE 3—TAPERED MISSION TILES a Page 6 of 8 5112'LG.x 11 GA. NAIL EA. ME THRU TILE & SHEATHING CD"E- �C=/ECE' 1 S / T/L E 1./U.42Q/C'A G6 /P G 7- EL4. "46r SNTit/ C �%p.11X9G0 A1,0IL .7;/RV/ SECT'/�tiJ � NOTE: ALL NAILS TO HAVE 5116- MIN. HEADS AND BE CORROSION RESISTANT. ROOF SHEATHING TO BE 1/2' MIN. THICK PLYWOOD OR STRUCTURAL SHEATHING BOARDS' For SI: 1 inch = 25.4 min. ER -3523 51/2' L G. x 11 GA. NAIL EA. TILE TO SHEA THING 13/4" x 11 GA. NAIL EA. TILE TO SHEA THING HURRICANE CLIP 1'/2'.x,19GA. GAL V' VS TL. ONE PER TILE ON SIDE LAP. HURRICANE CLIPS OPTIONAL IF TWO NAILS INSTALLED PER TILE. CG/P QT 7 EA- M E /Z v4A?A-'S 77a 2! MAY. S4a1olE- FIGURE 4—ONE-PIECE "S" TILE FOR 7:12 TO 21:12 SLOPES r Page 7 of 8 NO TE- ALL NAILS THROUGH T/LE TO BE » GA. (MIN.) WITH 5116' HEAD AND MUST PENETRATE 3/4' MIN. INTO NAILER OR SHEATHING OR THROUGH SHEATHING IF LESS THAN 3/4' 8 ALL NAILS TO BE CORROSION RESISTANT IVI it Jill, EAJ /vn/L 50054E -R T/L E 77t=) -� "AQ1GEQ ,6l:)057Z=A7 774E' 2''x3'' NAILER (OPTIONAL) For SI: I inch = 25.4 mm. ER -3523 2'' x 3"' NAILER (OPTIONAL) :VNAIL EA. TILE HROUGH TILE CK TO HEATHING OR AILER T .smcnvu.. A 77t -4S---1 NAILER (OPTIONAL) A1014. 7AAV T14Er L[XV �17LE' 70 U ,� itll�/LES � LOCK /2 WAMES 7 M lel Nuw- ARWXW:LCrzav FIGURE 5—TWO-PIECE MISSION TILE FOR 7:12 TO 21:12 SLOPES Page 8 of 8 LEFT' ED! E .4-v --a- H I ( TaP/M (7'YP} LETT' E'1X3E • 9� 7741" 07-10) ?_'Y'/aL__ LlaYoul LES 6,00E �"L.4SN/NCS SH/tiCaGE T/LE rr F'L4 SN/�t./G .4r WALL ER -3523 e/OGE i10 1-5- RIGHT EDGE TRIM TO FIT RIGHT EDGE TRIM TO FIT TILE DIMS. 9'x >8"' 107 PCS PER SQUARE TO BE SPACED ON 9' CENTERS WITH NOT MORE THAN >S' EXPOSURE. BOGS' EXft7S�V�?E �//'c.1e%�ovE32/,/,�?.vc3 2�2'.t.�G/LER ti�RTAR—� FEG T %et A?IM E AA -/D "/P For SI: I inch 25.4 mm. FIGURE 6—SHINGLE TILE 'NE.c/T 77LE