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Codorniz TR 32070 (Plans 1, 2, 2X, 3, 4-2 & 4-4)'"!ftAw" 60d c►-1 dZ SFOX? Building .� `&4 4 4 Cl/ P.O. BOX 1504 78-495 CALLE TAMPICO ( LA QUINTA, CALIFORNIA 92253 I 110 mgS - COJ01- Mailing Q Address ii 0, �o, <?/0 �Ity Zip Tel. u a4l n-1,2 9 -2.:214 7 7Go-5d4--6sss 7-loo )9var ae S6 lty ` Zip Tel. C/ CX LL z/�t Tr Q 9-A ,;- 7 & Classif./J, / 0 n i — c- I Lic. # Designer lL„,..�s�. `TL1yv. o � ma q /M f/,1 o Cof% City f p Ziie State �f �O ll l Rr liC/ d QJ�/ Lic. #,�U6 �c 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 j 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, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (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). O 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 improvements are not intended or offered for sale. If, however, the building or im- provement 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). ❑ 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. for this reason Date Owner WORKER'S 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 ❑ 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 'M eCA gl� Pool ffa� APPLICATION ONLY o5-2892 BUILDING: TYPE CONST. OCC. GRP. A.P. Number 772 -iwo 6j�2 Legal Description S Project Description y zodl+ Sq. Ft. No. w. Size ries nits ID W ew ❑ Add ❑ _AItej%,%�% pair ❑ • De IMAL16 .-i / 3,5e 05 ?_P417 P,v 0� F3SG %574, DA! Z-q / Estimated PERMIT N 07 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 Side Street Setback from Center Line Side Setback from Property Line FINAL DATE Issued by: Validated by:_ Validation: INSPECTOR Date Permit py -2702 LINT WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE 186,'00� 2llS/�5- 6f tm 401. hfo �s e SRO. BOX 1504 APPLICATION ONLY Buildin78-495 CALLE TAMPICO Addr ss Z,% 0 ✓�/�� p�✓ S LA QUINTA, CALIFORNIA 92253 Owner Mailing Address r1: Address Sfd4f - City Zip Tel. State Lic. City & Classif. CA r (?D6, �_S Lic. # a Designer r City Zip State 60t,e-54 C-o I ?"_03o_')_ 1Lic.#1P,_?60_1 LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I -licensed under provisions of Chapter 9 (commencing with Section 7000) of Divisio _ .tFfe'B - and Professions Code, and my license is in f 11 force and effect. SIGNATUR DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (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 improvements are not intended or offered for sale. If, however, the building or im- provement 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). ❑ 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. for this reason Date Owner WORKER'S 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_ ❑ 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 BUILDING: TYPE CONST. /f OCC. GRP. A.P. Number / 72� Legal Description Project Del---' , Sri: // 070 5 2 3 g S _Sr F'3 v.11 Sq. Ft. Size 15-72. .� No. Stories No. Dw. Units New ❑ Ad ❑ Alter I I Repair ❑ Demolition ❑ 2x ✓ y-z , S 3ff? 0 3 J 0 # - 596 / I/ 3 53 i3So 7 T P Zxs 69V 1353 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS \" 'Vo) r.� ZONE: nces:X Minimum Setback D�a�,�,�Btba otSck from Center L ne`-� r �> e Stback from Rear�op`fLine Side�tre�Setbab/ck from'Center Line Side Se - ack from perty Line FINAL DATE INSPECTOR Issued by: Date Permit IValidated by: Validation: YELLOW = APPLICANT PINK = FINANCE WHITE = BUILDING DEPARTMENT Plan legend Codorniz Plan Name Description Unit Sq Ft Garage Sq Ft Elev A Patio Elev B Patio GF1 Cassia Single family plan 1250 427 ooa 224 ___________________________________________________________ Gpu Sage Single family plan o 1385 4e2 224 214 GF3 oordiu Single family plan 3 15e2 *47 10e 135 __________________________________________________________ Po'4 vamenu Paired home oattached maP4 1353 nou 10* 10* puu vonoona Paired home ostanding alone 1353 suo 10* -------- 104 _________ p4'2 Lantana _________________ Paired home 4attached mopo --- ________________ 1350 463 yu 92 __________________________________________________________- P4'4 Lantana Paired home * attached moP4 13e0 463 eu Vu _------ ------ --- apsGG ________---- conuio ------ ___________---- Single family p|un3with split garage ------ ------- ------ _____________________________ 1574 545 106 135 ___________________________________________________________ puXGG vomenu Paired home uwith side load garage ___________ ' 13e3 --- ___________ ouo --- _________________ 10* 10* Note: Reverse means garage will be on left side of home, regardless of architectuals Wednesday, August 11, 2004 Page JofJ RECORDING REQUESTED BY: First American Title Company WHEN RECORDED MAU- TO: RJT HOMES, LLC P.O. BOX 610 LA QUINTA, CA 92253 DOC w 20@3—a133s7 13/18/2M e8:6N Fee:43.00 Pass 1 of 3 Doc T Tax Paid Recorded in Dff1v1*1 Rseerds County of Riverside Cary L. Orso ftsonsor, County Clerk 6 Recorder I ��II ��I �� I III Illl Ii�il II ill IIII I Y I S I U 11 PUM I NX I a IN= I NOC- I SW I OWL I I w I R I L Y I 1 Corr I LWO I quo I HUM 1 EMM Mail tax statements to: SAME AS ABOVE (space above this line for recording data) , t AFN: 772-41"21, 772-410-022 `�-�» 1 TRA: 020-057, 020-056 DTT: S 4,453.35 GRANT DEED TITLE OF DOCUMENT Descriptiox2: RiverBift,CA Document-Year.Docm 2003.913357 Page: I of 3 Order: 869 Comment: 20 ' d i POOP996 01 0600 OVC C A000) 3-11 I 1 1dUM31S dd Wd ZZ : 2 t7oo2 a i onu RECORDING REQUESTED By: WHEN RECORDED MAIL Tor i RJT HOMES, LLC PO Box 810 ! La Qili nta Ca. 92253 I_SPACE ABOVE THIS LINE FOR RECORDER-S USE GRANT DRIED The undersigned oxantor(s) declare(s): Documentary trar}sfer tax is $ a,453.35 A,SSESSOR'S PARCEL NO.: 772 410 ()21(X)2 Computed on full value of pr TITLE ORDER NO.: 41995RIV operty conveyed, or ( ) computed on the full value less liens or ESCROW NO.: 231749RW encumbrances remaining at the time of sale FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged: JQLTAN F. BAbEN AIM At= CIA BADgN,TRUST198$ OF TER .1DLIAN F. HADRN AM A,= B=ZY REVOCABLE TRUST DATED 19-23-99 �dABIA hereby GRANT(S) to RjT Eoms, LAC The following real property in the La Quinta, Riverside County, State of California: described as: Parcels 1\2 of Parcel Bay 0961, an Pagshown by ffiap as file is Sopk 44, es) 67-68, in the Office of the County Recorder of Riverside Ccy=ty. Date: August 26, 2003 � f IAN F- BADEN, TRtYSTEE STATE OF C'ODUTY OF ANNA MARIA RADEN, TRUSTEE s (=•, ; On "'b r' # before me e t ersigned, Personally appeared`. Personally known to me sE=� (or proved to me on the basis of satisfactory evidence) to be the peraon(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the pers fed, C ed the instrument. Wit ess my h offici seal. Signature MAIL TAX aTATEmMS T81 , r qu �1�Lq�MMA9'�pwoyAM Ji - - Z— - j * "0014 on. W. W Now AAft-Cdowft MIMd6 pWa* (This area for official notarial seal) Descriptfou: 22iverside1CA Document-Y@as,DOCID 2003.913357 Page: 2 Of 3 Order: 869 Comment: E0'd TVCCPSS6 01 b6E0 0b6CA000) 311I1 ldUM31S dd Wd L2:2 b002 81 gnu ** 00' 39Ud _ld101 ** LEGAL DESCRIPTION PARCELS 1 AND 2 AS SHOWN BY PARCEL MAP 8961, ON FILE IN BOOK 44 PAGE(S) 67 AND 68, OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. Description: Riverside,CA Document -Year.DoclD 2003.913357 Page: 3 of 3 Order: 869 Comment: 170' d I PCOP996 01 b6E0 OVC C A000) 3-l1 I 1 ldUM31S dd Wd 82: Z b00z 81 onu `may 4 4QuAra P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 To: Greg Butler, Building & Safety Manager From: Oscar Orci, Planning Manager BUILDING & SAFETY DEPARTMENT Building Plans Approval (This is an approval to issue a building permit) (760) 777-7012 FAX (760) 777-7011 To CDD: 8-19-2004 Due date: 8-26-2004 Status:1ST Review The Community Development Department has reviewed the Building Plans for the following project: Description: CODORNIZ SFDX3 SFA X5 POOL/MECH BLDGS Address or general location: 52ND & JEFFERSON APN 772-410-022 Applicant Contact: RJT (760) 564-6555 The Community Development Department finds that: ❑ ...these Building Plans do not require Community Development Department approval. ❑ ...these Building Plans are approved by the Community Development D rtment. ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please return them to the Community Development Department for review. �b'J5-6T Os&ar-Orci, Planning Date September 22, 2005 CITY OF LA QUINTA Building & Safety Department P.O. Box 1504 78-495 Calle Tampico La Quinta, CA 92253 RE: Resubmittal of the RJT Homes Codorniz Project, Plan Check #05-2892 To La Quinta Building & Safety Dept.: DTJ DESIGN ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE This letter is regarding the resubmittal of the RJT Homes Codorniz Project located on the southeast corner of 52nd Ave. and Jefferson St., Plan Check # 05-2892. There were approximately two to three (2-3) sheets that were resubmitted and inserted into the sets of the final permit set for all six homes. These sheets were stamped and signed by a fellow licensed architect here at DTJ DESIGN, Inc. due to my unavailability, and the need to expedite the permit process. This fellow licensed architect has also been very involved in the project. This letter is to verify and formalize my acknowledgement of this action. Sincerely, DTJ,pESIGN, Inc. Thomas W. Thorpe, AIA Principal California Architect License No. C 23602 TWT:ba S:\Contracts & Proposals\RJT Homes\Letters\Codorniz esubr.t;a; plan chaoA.doc 1881 Ninth Street, Suite 103 Boulder, Colorado 80302 T 303.443.7533 F 303.443.7534 www.dtjdesign.com BOULDER I TELLURIDE itg- SIREngineering Consultants, LLC Y 2-05-06 Chad Meyer RJT Homes, LLC 80-109 Ave 52 LaQuinta, CA 92253 14712 SW Scholls Ferry Rd # 328 Beaverton, OR 97007 503-524-8268 503-213-6222 (fax) RE: Codorniz - Structural Observation - Lot 39, Lot 45 Chad, Structural observations were made on construction of the house on the Lots indicated above on 1-20-06. Deficiencies were documented with digital photographs, annotated with specifics and submitted to you on 1-22-06 for resolution. Subsequent follow-up discussions and observations are now complete, and I believe the noted deficiencies have been resolved to closer compliance with the overall intent of the construction documents. Mike Nelson, PE . ... . ............ ...... SIP�Engmeenng s Consultants, LLC u 2-07-06 Chad Meyer RJT Homes, LLC 80-109 Ave 52 LaQuinta, CA 92253 RE: Codorniz - Structural Observation - Lot 46 Chad, 14712 SW Scholls Ferry Rd # 328 Beaverton, OR 97007 503-524-8268 503-213-6222 (fax) Structural observations were made on construction of the house on the Lots indicated above on 1-20-06. Deficiencies were documented with digital photographs, annotated with specifics and submitted to you on 1-22-06 for resolution. Subsequent follow-up discussions and observations are now complete, and I believe the noted deficiencies have been resolved to closer compliance with the overall intent of the construction documents. Mike Nelson, PE 14712 SW Scholls Ferry Rd # 328 Beaverton, OR 97007 503-524-8268 503-213-6222 (fax) Chad Meyer RJT Homes, LLC 80-109 Ave 52 LaQuinta, CA 92253 RE: Codorniz - Structural Observation - Lot 43 Chad, Structural observations were made on construction of the house on the Lots indicated above on 1-20-06. Deficiencies were documented with digital photographs, annotated with specifics and submitted to you on 1-22-06 for resolution. Subsequent follow-up discussions and observations are now complete, and the noted deficiencies now appear to have been resolved to closer compliance with the overall intent of the construction documents. -AA Mike Nelson, PE hW. SIP Engineering` Consuitants,'LLCv Chad Meyer RJT Homes, LLC 80-109 Ave 52 LaQuinta, CA 92253 14712 SW Scholls Ferry Rd # 328 Beaverton, OR 97007 503-524-8268 503-213-6222 (fax) RE: Codorniz - Structural Observation - Phase 2 — Lots 32, 137, 140 Chad, Structural observations were recently made on construction of the house on the Lots indicated above. Deficiencies were documented with digital photographs, annotated with specifics and submitted to you for resolution. Subsequent follow-up discussions and observations are now complete, and the noted deficiencies now appear to have been resolved to closer compliance with the overall intent of the construction documents. Mike Nelson, PE yj 4 SIP Engineering 9Consultants; LLC Chad Meyer RJT Homes, LLC 80-109 Ave 52 LaQuinta, CA 92253 14712 SW Scholls Ferry Rd # 328 Beaverton, OR 97007 503-524-8268 503-213-6222 (fax) RE: Codorniz - Structural Observation - Phase 2 — Lots 33, 138 Chad, Structural observations were recently made on construction of the house on the Lots indicated above. Deficiencies were documented with digital photographs, annotated with specifics and submitted to you for resolution. Subsequent follow-up discussions and observations are now complete, and the noted deficiencies now appear to have been resolved to closer compliance with the overall intent of the construction documents. '0A SOYL Mike Nelson, PE �� SIP Engineering Consultants, LLC Chad Meyer RJT Homes, LLC 79700 50th Ave LaQuinta, CA 92253 RE: Codorniz - Truss Shop Drawings Chad, 14712 SW Scholls Ferry Rd # 328 Beaverton, OR 97007 503-524-8268 503-213-6222 (fax) I have reviewed the truss shop drawings by Spates, Inc. The overall layout, including girder and drag trusses appears to be consistent with the structural drawings. '000000,16 ..000e Mike Nelson, PE `NgpECTION 3A. ., .... LAND. 00.E ell _7 let V'J((dA TIMBER PRODUCTS INSPECTION, INC. dba GENERAL TESTING AND INSPECTION AGENCY 105 SE 124TH AVENUE VANCOUVER, WA 98684 We are an inspection agency recognized by the International Conference of Building Officials. Council of American Building Officials NER — QA275 r This is to verify that: SPATES FABRICATORS, INC 85-435 . MIDDLETON STREET THERMAL, CA 92274 is under our Audited Quality Control Program and has been since: JUNE, 1990 We audit the production Quarterly under the Uniform Building Code Section 2304.4.4. TONY LEWIN MANAGER OF WESTERN TRUSS DIVISION REPORTTM ER-5352 Reissued July 1, 2001 ICBO Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 www.icboes.org Filing Category: DESIGN —Wood (038) WAVE `. METAL CONNECTOR PLATE FOR WOOD TRUSSES ALPINE ENGINEERED PRODUCTS, INC. 1950 MARLEY DRIVE HAINES CITY, FLORIDA 33844 1.0 SUBJECT WAVE - Metal Connector Plate for Wood Trusses. 2.0 DESCRIPTION 2.1 General: The WAVE plate is a metal connector plate for wood trusses. The plates are manufactured from galvanized steel in various lengths and widths and have integral teeth that are designed to laterally transmit loads between truss wood members. Plans and calculations must be submitted to the building offi- cial for the trusses using metal connector plates described in this report. 2.2 Materials: The WAVE plate is manufactured from No. 20 gage [0.0356 inch (0.90 mm)], ASTM A 653-94 SQ, Grade 40, structural - quality steel with a hot -dipped galvanized coating designated G60. The WAVE plate has slots approximately 0.50 inch (12.7 mm) long by 0.12 inch (3.0 mm) wide that have been punched. along the longitudinal axis of the plate. Each punched slot forms two opposite -facing, sharply pointed teeth protruding at right angles from the parent metal. The punched slots are spaced approximately 1/4 inch (6.4 mm) on center across the width of the plate and approximately 1 inch (25.4 mm) on cen- ter along the length of the plate, with adjacent longitudinal rows staggered 0.06 inch (1.5 mm). Connector plates are available in 1-inch (25.4 mm) increments of width and length. Minimum plate width and length are 1 inch (25.4 mm) and 2 inches (51 mm), respectively. See Figure 5 for details of plate dimensions. There are 8 teeth per square inch (1.24 teeth per square centimeter) of plate surface. The length of each tooth, includ- ing the thickness of the parent metal, is approximately 0.41 inch (10.4 mm), and the width of each tooth is approximately 0.12 inch (3.05 mm). The shank of each tooth is concave and the tip of each tooth is twisted approximately 40 degrees with respect to the plate width. 2.3 Allowable Loads: Tables 1, 2 and 3 show allowable lateral loads, tension loads and shear loads for the WAVE metal plate connectors. Also, refer to Figures 1, 2 and 3 for load conditions. These values are based on the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1-1995. A copy of the ANSI/TPl 1-1995 standard must be supplied to the building department when requested by the building official. 2.3.1 Lateral Resistance: Each metal connector plate must be designed to -transfer the required load without exceeding the allowable load per square inch of plate contact area, as determined by species, the orientation of the teeth relative to the load, and the direction of load relative to grain. Design for lateral resistance must be in accordance with Section 11.2.1 ofANSIITPI 1-1995. Table 1 shows allowable lateral loads for the metal connector plates. 2.3.2 Tension Resistance: Each metal connector plate must be designed for tension capacity, based on the orienta- tion of the metal connector plate relative to the direction of the load. Design for tension must be in accordance with Section 11.2.2 of ANSI/TPI 1-1995. Table 2 shows allowable tension loads (in units of pounds per lineal inch per pair of plates) for the metal connector plates, based on the net section of the metal connector plates for tension joints, which is the allow- able tensile stress of the metal multiplied by the metal con- nector plate tensile effectiveness ratio. 2.3.3 Shear Resistance: Each metal connector plate must be designed for shear capacity, based on the orientation of the plate relative to all possible lines of shear. Design for shear must be in accordance with Section 11.2.3 ofANSI/TPI 1-1995. The net section of the metal connector plates for heel joints and otherjoints involving shear must be designed using the allowable shear values (shown in Table 3 in units of pounds per lineal inch per pair of plates) for the metal connec- tor plates, which is the allowable shear stress of the metal multiplied by the shear resistance effectiveness ratios shown in Table 3. 2.3.4 Metal Plate Reductions: Several allowable -load re- duction factors for the metal plates must be considered cumu- latively, when applicable, in the design of metal connector plates used in fabricated wood trusses. The reduction factors to be considered cumulatively are as follows: 1. Allowable lateral resistance values for the WAVE metal connector plates must be reduced by a strength reduction factor, OR, shown in Table 4, when the plates are installed in lumber with a single -pass, full -embedment roller sys- tem having minimum roller diameters equal to 18 inches (457 mm). This reduction does not apply to embedment hydraulic -platen presses, multiple roller presses that use partial embedment followed by full embedment rollers, or combinations of partial embedment roller/hydraulic-plat- en presses that feed trusses into a stationary finish roller. When trusses are fabricated with single -pass roller press- es, the calculations for the truss design submitted to the building department for approval must specify the mini- mum diameter of the roller press and the appropriate strength -reduction factor from this report. '.. Allowable lateral resistance values for the WAVE metal connector plates must be reduced by 15 percent when the plates are installed on the narrow face of truss lumber members. I. Allowable lateral resistance values must be reduced by 20 percent when the WAVE metal connector plates are installed in lumber having a moisture content greater than 19 percent at the time of truss fabrication. `%REPORTS%re not to he construed as representing aesthetics or unv other attributes not speciricuQr addressed. nor tire Chet• to he Construed as tin ¢ndurvement of the suhject (it the report or it recommendation for its use. There is no a'arratar hr ICBU Et'alaanon Service. t MI.. express etr tmphed..0 to lint lirtdotq nr wher mover in tho vurt. or as to ar v product cuvered ht the report. Copyright d, 2001 Page 1 of 5 4. Allowable lateral resistance values for WAVE metal con- nector plates installed at the heel joint of a fabricated wood truss must be reduced by the heel -joint reduction factor, HR, as follows: HR = 0.85 - 0.05 (12 tan 0 - 2.0) where: 0.65 s HR <_ 0.85 6 = angle between lines of action of the top and bottom chords shown in Figure 4. This heel -joint reduction factor does not apply to conditions with top chord slopes greater than 12:12. 2.3.5 Combined Shear and Tension: Each WAVE metal connector plate must be designed for combined shear and tension capacity, based on the orientation of the metal con- nector plate relative to the directions of loading. Design for combined shear and tension must be in accordance with Sec- tion 11.2.4 of ANSVTPI 1-1995. 2.3.6 Combined Flexure and Axial Loading: Metal con- nector plates designed only for axial forces are permitted as splices in the top and bottom chord located within 12 inches (305 mm) of the calculated point of zero moment. Design of metal connector plates located at splices in the top and bot- tom chord not located within 12 inches (305 mm) of the calcu- lated point of zero moment must include combined flexure and axial stresses. 2.4 Truss Design: Plans and calculations must be submitted to the building offi- cial for the trusses using metal connector plates described in this report. The truss design must show compliance with the code and accepted engineering principles. Allowable loads for the metal connector plates may be Increased for duration of load in accordance with Section 2335.5 of the code. Cal- culations need to specify the deflection ratio or the maximum deflection for live and total load. For each truss design draw- ing, the following information, at a minimum, should be speci- fied by the design engineer: 1. Truss slope or depth, span and spacing. 2. Dimensioned location of truss joints. 3. Model, size and dimensioned location of metal connector plates at each joint. 4. Truss chord and web lumber size, species and grade. 5. Required bearing widths at truss supports. 6. Top and bottom chord live and dead loads, concentrated loads and their locations, and controlling wind or earth- quake loads. 7. Design calculations conforming to ANSI/TPI 1-1995 and any adjustments to lumber -and -metal -connector -plate al- lowable values for conditions of use. 2.5 Truss Fabrication: - Plate connectors shall be installed by an approved truss fabri- cator who has an approved quality assurance program cover- ing the wood truss manufacturing and inspection process in accordance with Sections 2343.7 and 2343.8 of the code and Section 4 of ANSlfTPI 1-1995, National Design Standard for Metal Plate Connected Wood Truss Construction. The allow- able loads recognized in this report are for plates that are pressed into wood truss members using hydraulic or pneu- A matic embedment presses; multiple roller presses that use partial embedment followed by full embedment rollers; com- binations of partial embedment roller/hydraulic or pneumatic presses that feed trusses into a stationary finish roller press: or, if the adjustment factors given in Table 4 are used, single- pass roller presses. , When truss fabricators use single -pass roller presses, the rollers must have minimum 18-inch (457 mm) diameters. Plates embedded with a single -pass, full -embedment roller press must be preset before passing through the roller press ' by striking at least two opposite corners of each plate with a hammer. 2.6 Identification:' Each WAVE metal connector plate is embossed with the iden- tifying mark "WAVE" stamped into the parent metal. 3.0 EVIDENCE SUBMITTED a ! Test data in accordance with National Design Standard for s Metal Plate Connected Wood Truss Construction, ANSIlTPI 1-1995. 4.0 FINDINGS '. That the WAVE metal connector plate for wood trusses complies with the 1997 Uniform Building Code `, subject to the following conditions: i ' 4.1 For the trusses using metal connector plates de- ; scribed in this report, plans and calculations must be submitted to the building official. t, 4.2 The metal connector plates are designed to trans - for the required loads in accordance with the de- sign formulae in ANSI/TPI 1-1995. A copy of the ANSI/TPI 1-1995 standard must be supplied to the building department when this is requested by the building official. 4.3 The allowable loads for the metal connector plates must comply with this evaluation report. 4.4 Teeth of metal connector plates placed in knots, bark, pitch pockets, holes, and joint gaps are con- 4.5 sidered ineffective. Metal connector plates are installed in pairs on op- ?' posite faces of truss members connected by the t plates. 4.6 Trusses using metal connector plates described in # this report must be fabricated by a truss fabricator i t approved by the building official In accordance with Sections 2311.6 and 2343.8 of the code. 4.7 Allowable loads shown in the tables in this report ' may be increased for duration of load in accord- ance with Section 2335.5 of the code. 4.8 Application of the allowable loads (shown in the tables in this report) for metal connector plates em- ' bedded in lumber treated with fire -resistive chemi- cals is outside the scope of this report. 4.9 Where one -hour fire -resistive rating is required for f trusses using WAVE connectors, see evaluation re- ports ER-1632 and ER-5640. This report is subject to re-examination in one year. 1 -.-5352 For S1: I inch - 25.4 mm. FIGURE 2—END DISTANCE REDUCTION REQUIREMENTS FOR SEMI -NET AREA METHOD TABLE 2—ALLOWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS FOR THE WAVE" METAL CONNECTOR PLATE DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE 0• 10• 0` so' j Allowo0lo Tension Loeo PLATE MODEL —__- _—..."" _ I(pounds per Ilnosr inch per pair of plate&) Tension Load Efrlclency Ratio WAS E ; 9 . For — v.a Ara. . ISre Figure 3 for a description or plea nricn:atuwI 'The length of plate refers to thr d:mrn,n c c!' :hc i„r.„ridina! axis of the area of the plate from %hich the plate teeth were sheared d;1 ; I;ac :'abncalion. Load Load ��. - = - - - - Load a) O" Plate Orientation Width a -� Illillllllll IIIIII111111 j t:-I_ (b) 90• Plate Orientation FIGr RF 3—PLATE LENGTH AND WIDTH FOR TENSION ORIENTATION Load TABLE 3--ALLOWAELE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR THE WAVE' METAL CONNECTOR PI -ATE DIRECTION OF LOAD -ITT RESPECT TO LENGTH OF PLATE DIRECTION OF LOAD WITH RESPECT T: LENG'; N p FF PLATE ►LATE 0` 70` -�---6P� .. ? 90• 120• 7S0• 0' �0' 10' 9e` EN U" I t!O• MODEL Allowable Sheer Laaa (Gounns per linear Inch per pair of plates) Shop LOeo EMaency Rai;, �_ _—_— WAVE' 6i6 -.61 a� _...- 567 �.9 — - 0 4 -- ------ 5:6 0._63 07. 093� n»c na_-: — For SI: I psi = 6 89 LPa. —'—"-- ER-5352 TABLE 1—ALLOWABLE i-h- ERkt- N.'-SISTAMCE VALUES FOR THE WAVE- METAL CONNECTOR PLATE' I mm. psi - 6.39 Kra. ' 'See Figure I for a descnption of plate ortertanon. 'The tabulated values are for a single plate. The values are doubled for plates installed on both faces of a joint if area is calculated for a single plate. 3Metal connector plates must be installed to pairs un opposite faces of rruss members connected by plates. ' 'For metal plates rated by the semi -net area method. the end distance of 1,, inch, measured parallel to grain. must be excluded when determrng the metal plate coverage for each member of a joint. See Figure 2 for tramples o(joints affected by the mandatory reduction of plate coverage. Load _ Load Load 1 iUNh%� :: I.S C:''; `• -- ---- --- DIRECTION OF GRAIN AND LOAD WITH RESPECT TO L ENGTM OF PLATE? 3 PLATE MODEL Spears -.-,_ _ -,!,. --__, ;nrcific Gravity ---- AA EA AE Albwo0lo LOW Per Plate Ipaunas per square mcn of plrlr contactarr2 :LEEf _._._.__..__ METAL PI ATE VALUES RATED BY GROSS AREA METHOD --------.I_.__._ Douglas, iyj -- 206 Hrm-fir '---_---..___—_._..._-.-_ i 164 1051 9 106 l I24 Southern p nc— I_._- 206 158 161 I70 WAVE' Spruce-pine-!ii ----- :) i� —1 159 109 l06 1l8 'AEiAL PLATE VALUES RATED BY SEMI -NET AREA NIETHOD-1 Douglas In 049 — - 275 195 I15 153 Hem•tir 0A3 208 134 :06 124 Southern pine 0.55 275 195 163 170 Spruce•pine.fr 1 042 208 130 106 118 .orSI• I Inch='S4 Load ' AA Orientation EA Orientation Load Load IIIIII — — — II1111 Load t Load AE Orientation EE Orientation ' FIGURE PL1sTE ORIENTATIONS ' 1 III II II I IIII -� `I'.T14lI.-', Page 5 of 5 ER-5352 TABLE 4—ALLOWABL.E LATERAL LOAD ADJUSTMENT FACTOR, OR, FOR THE WAVE- METAL CONNECTOR PLATE INSTALLED WITH MINIMUM 18-INCH-DIAMETER SINGLE -PASS ROLLER PRESSES PLATE MODEL LUMBER SPECIES SPECIFIC GRAVITY r DIRECTION OF GRAIN AND LOAD WITH RESPECT TO LENGTH OF PLATE AA EA AE I EE WAVE " 0.49 0.815 0.885 0.815LL 0.885 0.50 0.870 0.905 0.870 1 0.905 forJt: 1 inch = 25A mm. IThe QR value for the lumber species specific gravity of 0.49 applies to all wood species combinations with average published specific gravity of 0.49 or lower. and the QR value for the lumber species specific gravity of 0.50 applies to all lumber species combinations with average published specific gravity of 0.50 or higher. E Q 0 D FIGURE 4—HEEL JOINTS TO WHICH THE REDUCTION FACTOR, HR, APPLIES Plate Length O O O 0 0 0 0 C= Plate Width C= C C C= F 0.25 in (6.35 MR) o.c. between slots 0.12 in (3.05 MR) \ slot width I in (25.4 mm) O.C. 0.5 in (12.7 MR) between slots urrset between slot length adjacent slots 0.06 in (1.52 MR) PLATE AVAILABLE IN INCREMENTS OF I IN (25.4 rnrn). For SI: 1 inch = 25.4 mm. FIGURE 5—WAVE PLATE" DIMENSIONS 0.0756 in (nininun) Bin # City of La Quinta Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253-.(760) 777-7012 Building Permit Application and Tracking Sheet Permit # �� Project Address: VV UIrD rti 1 2 Z , e Owner's Name: A. P. Number: rAddress: Legal Description: City, ST, Zip: Contractor: Telephone: Address: vc — Project Description: �S 'U" City, ST, Zip: 22�J • S -o. Telephone: r City Lic. #: " W� State Lic. # : W) `�� Arch., Engr., Designer: m Address: City, ST, Zip: Telephone: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo State Lic. #: Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW -THIS LINE # Submittal Req'd Rec'd TRACKING. PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections l Plan Check Deposit Truss Calcs. a Called Contact Person, t22 Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted .L Mechanical Grading plan 2°" Review, ready for correction i ue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 3rd Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue 1 6 School Fees Total Permit Fees SIP Engineering yCOnSUltdntS LLC'' 12-15-05 Chad Meyer RJT Homes, LLC 79700 50t' Ave LaQuinta, CA 92253 14712 SW Scholls Ferry Rd # 328 Beaverton, OR 97007 503-524-8268 503-213-6222 (fax) OF LA (:)v,DE A CU� p1NQ &SAFETY � AR`�CONSTRUED RE: Codorniz - Truss Shop Drawings Chad, have reviewed the truss shop drawings by the Yuma Truss Co. and engineered by EDAIS Engineering, Inc. The layout, loading, and support conditions appear to be consistent with what is shown on the structural drawings. AA e."ex-ot Mike Nelson, PE