Loading...
Codorniz TR 32070 BTCP2017-0011 (Plans 4-2 & 4-4) 2016 Code UpdateProject Details PROJECT NUMBER Cit of La Qu i nta BTCP2017-0011 O F Tt�" Description: CODORNIZ / SFA X2 / PLAN 4-2, 4-4 Status: ARCHIVED Type: TRACT RESIDENTIAL CONSTRUCTION PLAN Status Date: 12/28/2017 Subtype: CODE UPDATE Applied: 9/21/2017 Address: 80111 AVENUE 52 Approved: 1/17/2018 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: BURT HANADA Expired: Details: SINGLE FAMILY ATTACHED, PAIRED HOUSING PRODUCT, 1,655SF PLAN 2 WITH 451SF GARAGE AND 46SF PATIO, AND 1,655SF PLAN 4 WITH 470SF GARAGE AND 177SF PATIO, PLAN DESIGNATION: 132-4, 134-2, P4-4 [VB/RES-3/CLASS A-FR/13D] THIS APPROVAL DOES NOT INCLUDE POOL, SPA, OR BLOCK WALLS. 2016 CALIFORNIA BUILDING CODES. CASE OPEN OPEN DAYS COMPLETED REVIEWS 7 ACTIONS 5 INSPECTIONS CONDITIONS CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTIFIED MATT NEVINS THAT PLANS ARE READY FOR PHONE CALL BURT HANADA 10/19/2017 10/19/2017 PICKUP. HE'LL BE BY AT 2:00 PM. I INFORMED HIM THAT PLANS WILL BE IN MY OFFICE. COUNTER VISIT AARON HICKSON 11/27/2017 11/27/2017 MATT NEVINS DROPPED OF ENERGY CALC FOR SUBMITTAL FOR 4-4 NOTE AARON HICKSON 12/8/2017 12/8/2017 PLAN CHECK RECEIVED APPROVABLE FROM ESGIL PHONE CALL BURT HANADA 12/8/2017 12/8/2017 NOTIFIED MATT THAT CORRECTIONS ARE READY FOR PICKUP. PLANS LOCATED IN bURT'S OFFICE. 3RD PC SUBMITTAL MARY FASANO 12/28/2017 12/28/2017 RECEIVED Printed: Monday, March 20, 2023 10:08:46 AM 1 of 4 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BTCP2017-0011 NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT RJT HOMES - MATT NEVINS POBOX 6089 LA QUINTA CA 92248 matt@rjthomes.com CONTRACTOR SW CONTRACTORS INC DBA SW 1130 E MISSOURI PHOENIX AZ 85014 jmartin@rjthomes.com CONSTRUCTION AVENUE STE 890 OWNER CODORNIZ MAINTENANCE ASSN 47350 WASHINGTON LA QUINTA CA 0 ST 101 PRIMARY RJT HOMES - MATT NEVINS POBOX 6089 LA QUINTA CA 92248 CONTACT CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY 101-0000-42600 ($420.00) ($420.00) 1/17/18 OFFSET OFFSET AOR 101-0000-42600 ($95.00) ($95.00) 1/23/18 OFFSET OFFSET AOR HOURLY CHARGE - 101-0000-42600 4 $420.00 $420.00 1/17/18 DEPOSIT DEPOSIT RJT HOMES - MATT AOR ESGIL CIVIL ENGINEER NEVINS HOURLY CHARGE - 101-0000-42600 0 $95.00 $95.00 1/23/18 DEPOSIT DEPOSIT RJT HOMES - MATT AOR ESGIL CIVIL ENGINEER I I I I INEVINS Total Paid for BUILDING STAFF - PER HOUR: $0.00 $0.00 BUILDING TRACT RESIDENTIAL 101-0000-42600 1 $750.00 $750.00 9/22/17 R28095 28521 CHECK R.J.T. HOMES- AMA CONSTRUCTION PLAN CODORNIZ LLC DEPOSIT Total Paid for BUILDING TRACT RESIDENTIAL $750.00 $750.00 CONSTRUCTION PLAN DEPOSIT: REFUND OF UNUSED 101-0000-42600 0 ($230.00) ($230.00) 2/4/18 R31756 117580 CHECK RJT HOMES - MATT TFL PLAN DEPOSIT NEVINS Total Paid for REFUND OF UNUSED PLAN DEPOSIT: ($230.00) ($230.00) 101-0000-42600 1 1 ($5.00) ($5.00) 1/23/18 1 OFFSET OFFSET AOR '* CENTRALSQUARE Printed: Monday, March 20, 2023 10:08:46 AM 2 of 4 °5 Project Details PROJECT NUMBER ows� City of La Quinta BTCP2017-0011 OFT DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 1/23/18 DEPOSIT DEPOSIT AOR ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $0.00 $0.00 INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED RESULTT DATE REMARKS I NOTES RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST BLDG NS (3WK) BURT 9/21/2017 10/12/2017 10/19/2017 REVISIONS REQUIRED HANADA 1ST BLDG STR (2WK) KURT CULVER 9/21/2017 10/5/2017 10/3/2017 REVISIONS REQUIRED 1ST FIRE (2WK) RONALD 9/21/2017 10/5/2017 9/26/2017 READY FOR APPROVAL GRIESINGER 1ST PLANNING CARLOS 10/11/2017 10/25/2017 10/11/2017 READY FOR APPROVAL (2WK) FLORES 2ND BLDG NS (2WK) BURT 11/21/2017 12/8/2017 12/8/2017 REVISIONS REQUIRED HANADA 2ND BLDG STR KURT CULVER 11/21/2017 12/8/2017 12/4/2017 READY FOR APPROVAL (2WK) 3RD BLDG NS (2WK) AJ ORTEGA 12/28/2017 1/12/2018 1/16/2018 APPROVED APPROVED PER REVIEW OF COMMENTS PROVIDED BY BURT HANADA. BOND INFORMATION Printed: Monday, March 20, 2023 10:08:46 AM 3 of 4 CENTRALSQUARE Project Details PROJECT NUMBER -ows� City of La Quinta BTCP2017-0011 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 2ND REVIEW BTCP2017-00011 - 2ND DOC 12/15/2017 AJ ORTEGA STRUCTURAL REVIEW STRUCTURAL 0 TRANSMITTAL TRANSMITTAL.pdf 1ST REVIEW DOC 10/3/2017 BURT HANADA STRUCTURAL IgBTCP2017- 0 00011Corrections.pdf CORRECTION LIST DOC 10/3/2017 BURT HANADA 1ST REVIEW IgBTCP2017- 0 STRUCTURAL FEE SHEET 00011Fees.pdf 1ST REVIEW NON DOC 12/8/2017 BURT HANADA STRUCTURAL CODORNIZ 4-2 2016 0 CODE UPDATE.docx CORRECTION LIST DOC 12/10/2017 BURT HANADA 2ND REVIEW CODORNIZ 4-2 2016 0 CORRECTION LIST CODE UPDATE 2ND.docx BTCP2017-0011 REFUND BTCP2017-0011 REFUND DOC 2/5/2018 TANIA FLORES RJT HOMES RJT HOMES 0 09.22.17.pdf 09.22.17.pdf Printed: Monday, March 20, 2023 10:08:46 AM 4 of 4 CENTRALSQUARE Bin# City of La Quinta Building & Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 0 01 I Building Permit Application and Tracking Sheet Permit* 6 TC P9 0) 7-- Project Address: A UC /iV G S v Owner's Name: A.P. Number Address: Q Legal Description: . O City, ST, Zip:Wt Contractor: 5 �� ( R'C 5�l 1( J Telephone V Address: 0. 0 Project Description' City, ST, Zip:b•, IR 1 2/7— L 0 W Telephone: State Lie. #: City Lie #: Arch, Engr., Designer: Address: City, ST, Zip: Telephone: Construction Type: Occupancy: State Lie. #: Proj. Type New Add'n Alter Repair Demo Name of Contact: tv fi A SgFt: #Stories # Units: Telephone of Conta t: ; 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 Plan Check Deposit: Truss Calcs Called Contact Person Plan Check Balance: Title 24 Calcs Plans Picked Up Construction: Flood Plain Plan Plans Resubmitted Mechanical: Grading Plan 2nd Rev, Ready for corrections / Electrical: Subcontractor List Called Contact Person Plumbing: Grant Deed Plans.Picked Up S.M.I. HOA Approval Plans Resubmitted Grading IN-HOUSE 3rd Rev, Ready for corrections / Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Apps Date of permit issue School Fees Total Permit Fees l DATE: 12/05/2017 JURISDICTION: La Quinta EsGil Corporation In Partnership with Government for Bui[ding Safety PLAN CHECK NO.: BTCP2017-0011 PROJECT ADDRESS: 80111 Avenue 52 SET: II ❑ APPLICANT JURIS. ❑ PLAN REVIEWER ❑ FILE PROJECT NAME: 2016 Code Update Plans 4-2 and 4-4 (RJT Homes) ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until cor"rected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® EsGil Corporation staff did not advise the applicant that the plan check has been completed. ❑ EsGil Corporation staff did advise the applicant that the plan Ca I ed. Person contacted: �-- Telephone #:RE Date contacted: r— Email: {A1 f 4' Mail Telephone Fax\ In Person . ,. CITr OF QuiNTA REMARKS: Structural only. COMMUNITY ENELUFIENT By: Dwight Ashman Enclosures: Plans & calculations approved to 2013 Code Z EsGil Corporation ❑ GA ❑ EJ ❑ MB ❑ PC 11 /27/2017 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 14845 SW Murray Scholls Dr ' ,Suite 110 PMB 306 $SIP Engineering ' at Beaverton, OR 97007 Consulants, 503-564-4178 11-20-17 s �, EsGIL Corporation y w 'T 932 Chesapeake Dr. Ste-208 San Diego, CA 92123 RE: 2016 Code Update --Codornize Housing Development Roof Trusses - i n Plan Check No.,: BTCP2017-0011 J ; • Project Address: 80111. Avenue 52 IF Attn: Abe Doliente, ; As the structural engineer of record, I have reviewed the truss shop. drawings provided by Spates Fabricators for the above project, and the layouts; profiles. - .-and loading all appear to be in conformance with the structural construction drawings. ! A *A"00 Mike Nelsori,J PE °. ° .•' ' .} - •' .. ' 1 M it ' '• , 5 ' ! ` TIMBER ODUCTS INSPECTION October 13, 2016 Spates Fabricators, Inc. 85 — 435 Middleton Street Thermal, CA 92274 To Whom It May Concern, Timber Products Inspection, Inc. is proud to announce that the following truss manufacturing facility, Spates Fabricators, Inc. is a subscriber to our nationally accredited "Truss Quality Auditing Program". The TP Truss Quality Auditing Program is accredited under the IAS AA696 Evaluation Report and conforms to requirements for independent inspection of trusses under the International Building Code and International Residential Code. The TP program involves daily in -plant quality control checks by plant personnel and periodic unannounced inspections by TP personnel for conformance to engineering and industry standards for fabricators. The TP quality stamp on each truss bearing the registered GTI log is your assurance that the trusses were fabricated in accordance with the TP Truss Quality Auditing Program and applicable sections of the IBC and IRC. Specific . design loads and installation requirements are not covered by the TP Auditing Program. Please note that the quality programs are automatically renewed unless requested otherwise. Any questions about this program, the facilities status in the program or the use of the TP registered quality stamps maybe directed to Timber Products Inspection, Inc. at (770) 922-8000. Sincerely, Timber Products Inspection Patrick C. Edwards, P.E. Director of Engineering P.O.Box 919 • 1641 Sigman Road • Conyers, Georgia 30012 • 770/922-8000 • FAX: 770/922-1290 105 S.E. 124"' Avenue • Vancouver, WA 98684 9 360/449-3138 • FAX: 360/449-3953 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 531—SHOP-FABRICATED WOOD TRUSSES l REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: TL18, MT18, MTI8HSTM, M18SHSTMp TL20 AND t MT20 t� c_ ICC ICC ICC - C PMG LISTED Look for the trusted marks of Conformity!=+ "2014 Recipient of Prestigious Western States Seismic Policy Council WSSPC Award in Excellence" INFERNAnoNAL A Subsidiary of cootcouNCir ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, . or as to any product covered by the report. ceffurim Copyright ©_ 2014 c_ ICC ICC ICC - C PMG LISTED Look for the trusted marks of Conformity!=+ "2014 Recipient of Prestigious Western States Seismic Policy Council WSSPC Award in Excellence" INFERNAnoNAL A Subsidiary of cootcouNCir ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, . or as to any product covered by the report. ceffurim Copyright ©_ 2014 IMES Evaluation Report ESR-1988 Reissued October 2014 This report is subject to renewal December 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 (314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: TL18, MT18, MT18HS-, M18SHS-, TL20 and MT20 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2012, 2009 and 2006 International Building Code® (IBC) ■ 2012, 2009 and 2006 International Residential Codee (IRC) ■ 1997 Uniform Building Code TM (UBC) Property evaluated: Structural 2.0 USES MiTeke metal truss connector plates are used as joint connector components of light wood -frame trusses. 3.0 DESCRIPTION 3.1 MiTek9TL18 and MT18: Models TL18 and MT18 metal truss connector plates are manufactured from minimum No. 18 gage [0.0466 inch total thickness (1.18 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0456 inch (1.16 mm). The plates have teeth 3/8 inch (9.5 mm) long, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The distance between longitudinal centerlines of the slots is 0.25 inch (6.35 mm). There are eight teeth per square inch (645 mm2) of surface area. Plates are available in 1/2-inch (12.7 mm) width increments, up to 12 inches (304.8 mm), and lengthwise in 1-inch (25.4 mm) multiples. See Figure 1 for details. 3.2 MiTek® MT18HSTm: Model MT18HST9 metal truss connector plates are manufactured from minimum No. 18 gage [0.0466 inch total thickness (1.18 mm)], ASTM A653, Grade 60, high -strength, low -alloy steel (HSLAS) with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0456 inch (1.16 mm). The plate has teeth 3/8 inch (9.5 mm) long, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The distance between longitudinal centerlines of the slots is 0.25 inch (6.35 mm). There are eight teeth per square inch (645 mm2) of surface area. Plates are available in 1/2-inch (12.7 mm) width increments, up to 12 inches (304.8 mm), and lengthwise in 1-inch (25.4 mm) multiples. See Figure 1 for details. 3.3 MiTek® M18SHSTM: Model M18SHSTM" metal truss connector plates are manufactured from minimum No. 18 gage [0.0466-inch (1.18 mm) total thickness], hot -dipped galvanized steel that meets the requirements of ASTM A653 SS, Grade 80 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base metal thickness of 0.0456 inch (1.16 mm). The plates have 3/8-inch-long (9.5 mm) teeth, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The distance between longitudinal centerlines of slots is 0.25 inch (6.35 mm). There are eight teeth per square inch (645 mm2) of surface area. Plates are available in '/2-inch- width (12.7 mm) increments, up to 12 inches (304.8 mm), and lengthwise in 1-inch (25.4 mm) multiples. See Figure 1 for details. 3.4 MiTeV TL20 and MT20Tm: Models TL20 and MT20TM" metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have teeth 3/8 inch (9.5 mm) long, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on ICGL S Evaluation Reports are not to be consintcd as represcming aesthetics or any other altributes not specifically addressed, nor arc they to be consented --� as an endorsement of the subject of the report or a rcconhntendulion for its use. There is no warranty by ICC Evaluation service, LLC, express or implied, as ���i to any finding or other mutter in this report, or us to any product covered by the report. o. Copyright © 2014 Page 1 of 3 ESR-1988 I Most Widely Accepted and Trusted Page 2 of 3 center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The distance between longitudinal centerlines of the slots is 0.25 inch (6.35 mm). There are eight teeth per square inch (645 mm 2) of surface area. Plates are available in 1/2-inch width (12.7 mm) increments, up to 12 inches (304.8 mm), and lengthwise in 1-inch (25.4 mm) multiples. See Figure 1 for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for the Manufacture of Metal Plate Connected Wood Trusses, shown as Chapter 3 in ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek® metal truss connector plates listed in this report: The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. 5.0 CONDITIONS OF USE The MiTek® Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these truss plate connectors, must be accompanied by documentation showing that the design, manufacture, and proposed installation conform with the requirements of the applicable code. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, fabrication, quality assurance and special inspection, refer to ANSI/TPI 1, engineering drawings and the applicable code. 5.4 The design values (lateral resistance values, effective tension strength ratios, and effective shear resistance ratios) used in the design of trusses, using MiTek® Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. 5.5 All lumber used in the fabrication of trusses using MiTek® Industries metal truss connector plates must be graded in compliance with the applicable building code, and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6.4.6 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. 5.6 Metal truss connector plates must be installed in pairs on opposite faces of truss members. 5.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. 5.8 MiTek® metal truss connector plates are manufactured in St. Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1- 2007. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek® connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the MT20TM plate is embossed "MT20"). Additionally, boxes containing the connector plates must be labeled with the MiTek® Industries name, the metal connector plate model, and the evaluation report number (ESR-1988). TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in2/PLATE) LUMBER SPECIES SG I AA I EA I AE EE TL18, MT18, MTI8HSTM, M18SHSTM', TL20 and MT20TM Douglas fir -larch 0.49 248 203 170 171 Hem -fir 0.43 188 159 133 141 Spruce -pine -fir 0.42 206 162 125 122 Southern pine 0.55 244 192 171 178 For SI: 1lb/in 2 = 6.9 kPa. NOTES: 'Tooth -holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. AA = Plate parallel to load, wood grain parallel to load. EA = Plate perpendicular to load, wood grain parallel to load. AE = Plate parallel to load, wood grain perpendicular to load. EE = Plate perpendicular to load, wood grain perpendicular to load. 'All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial -embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. ESR-1988 I Most Widely Accepted and Trusted Page 3 of 3 TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES' PROPERTY FORCE DIRECTION TL18 AND MT18 MT18HSTM M18SHSTm TL20 AND MT20TM Efficiency Pounds/ inch/Pair of Connector Plates Efficiency Pounds/ inch/Pair of Connector Plates Efficiency Pounds/ inch/Pair of Connector Plates Efficiency Pounds/ inch/Pair of Connector Plates Tension values in accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the joint)2 Tension @ 0° 0.5 1149 0.48 1596 0.52 2247 . 0.49 857 Tension @ 900 0.52 1208 0.5 1671 0.53 2292 0.49 854 Tension values in accordance with T13I-1 with a deviation [see Section 5.4.9 (e)] (Maximum Net Section Occurs over the joint) Tension @ 00 0.59 1349 0.59 1975 0.6 2586 0.59 1035 Tension @ 90° 0.53 1214 0.51 1727 0.54 2341 0.49 861 Shear Values Shear @ 0° 0.56 874 0.55 1099 0.53 1363 0.51 604 Shear @ 300 0.66 1023 0.57 1153 0.57 1482 0.74 876 Shear @ 60° 0.83 1283 0.74 1492 0.7 1805 0.82 970 Shear @ 900 0.49 757 0.52 1052 0.39 1012 0.58 686 Shear @ 1201 0.39 1 608 1 0.4 1 802 0.41 1073 0.42 1 498 Shear @ 1500 0.45 702 0.37 745 0.33 868 0.5 592 For SI: 1 lb/inch = 0.175 N/mm, 1 inch = 25.4 mm. NOTES: 'Minimum coated thickness is 0.0356 inch (0.904 mm) for 20 gage, or 0.0466 inch (1.184 mm) for 18 gage in accordance with Section 4.3.4 of ANSI/TPI 1. Minimum coating thickness for G60 is 0.0010 inch (0.025 mm) total for both sides in accordance with Sections 4.3.3.2 and 6.3.4.1.3 of ANSI/TPI 1. 2Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. 3Maximum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. 0.125'0.250" 0.125" 0.375" 3.2 mm 6.4 mm 3.2 mm 9.5 mm 00000000000 ODOo000D0o0D ODODOD000000 E w u O N D o D o o D J 0 0 0 0 0 D Q oD0a0D0o0o0D C4 po000D00000D WIDTH MT18, TL18, MT18HS, M18SHS, MT20, TL20 FIGURE 1-APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (inches) (1 inch = 25.4 mm) i IMES Evaluation Report ESR-1988 FBC Supplement Reissued December 2014 This report is subject to renewal December 2016 www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 (314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES: TL18, MT18, MT18HSTA°, M18SHSTm, TL20 AND MT20 1.6 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTeke Truss Connector Plates TL18, MT18, MT18HSTM M18SHSM, TL20 and MT20, recognized in ICC-ES master report ESR-1988, have also been evaluated for compliance with the codes noted below. _ Applicable code editions: ■ 2010 and 2007 Florida Building Code —Building ■ 2010 and 2007 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTeke Truss Connector Plates TL18, MT18, MT18HSTM, M18SHSTM, TL20 and MT20, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1988, comply with the 2010 and 2007 Florida Building Code —Building and the 2010 and 2007 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building Code® (IBC) provisions noted in the master report. Use of the MiTek®Truss Connector PlatesTL18, MT18, MT18HSTm, M18SHSTm, TL20 AND MT20 has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2010 and 2007 Florida Building Code —,Building and the 2010 and 2007 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report reissued December 2014. lCC-ES Evaluation Reports are not to be consented as representing aesthetics or any other attributes not specifically addressed, nor are they to be consinted as an endorsement of the subject of the report or a reconanendation for its use. There is no warranty by ICCEvaluation Service, LIX, express or implied, as h to any finding or other matter in this report, or as to any product covered by the report. i� wicxu mmmixm �m� Copyright © 2014 Page 1 of 1 4 I Reissued December 2014 This report is subject to renewal December 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 (317) 434-1200 www.mii.com EVALUATION SUBJECT: Mitek® TRUSS CONNECTOR PLATES: TL18, MT18, MTI8HS-, M18SHS-, TL20 AND MT20 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT . This supplement is issued to indicate that the Miteke Truss connector plates TL18, MT18, MT18HSTM, M18SHSTM, TL20 and MT20, described in the master report ESR-1988 comply with the 2010 California Building Code, Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the IBC provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the 2010 California Building Code. This supplement expires concurrently with the master evaluation report reissued December 2014; IC(.'-F_S Evaluation Reports are not to be consisted as representing aesthetics or any other attributes not specifically addressed, nor are they to he constnhed �-` = as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as .�i to any finding or other matter in this report, or as to any product covered by the report. °EaM wu mm[auxm• Copyright © 2014 Page 1 of 1 City of La Quinta CHECK NO: 117580 VENDOR: 08470 RJT HOMES CODORNIZ 02/02/2018 DATE ID PO # DESCRIPTION GL ACCT # AMOUNT 9/22/2017 R28095 09/22/17- REFUND CONST PLAN DEPOSIT 101-0000-42600 230.00 MAILED 02.05.18 - TF CHECK TOTAL - WARNINGI' DO NOT ACCEPT THIS CHECK UNLESSYOU CANNEE A TRUE WATERMARK WHEN H LDING4 HE CHECK TO HEW HT AND PINK LOCK AND KEY ICONS HAT E:W EN;W MED City of La Quinta WELLS FARGO 78-495 Calle Tampico 11-24/1210 (8) La Quinta, CA 92253 (760) 777-7150 O I . PAY ---Two Hundred Thirty Dollars and 00/100 Cents --- TO THE RJT HOMES CODORNIZ ORDER PO BOX 6089 OF LA QUINTA, CA 92253- 230.00 CHECK NO: 117580 DATE PAY Till AMOUNT 1 61FIX1 C 111 AU HORIZED SIGNATURE A HO 126D SIGNATURE II0 L L 7 58011' II: I NILL FADE(AND'RETURN ON AN AUTHENTIC CHECK-: 11 Date Paid: Sunday, February 04, 2018 Paid By: RJT HOMES - MATT NEVINS Cashier: TFL Pay Method: CHECK 117580 Printed: Monday, February 05, 2018 9:16 AM 1 of 1 werri,ne �4 k DEMAND / CHECK REQUEST - Return check to requestor Mail check --------------- Name l Title of person requesting check FEB 0 2 2017 Department individual is associated with: CITY OF LA QUINTA FINANCE DEPT. Check payable to: ame en or -o—.F— (Address) Check description and invoice number: I Signature: ti (Nepartm—e—M -lea �> Amount: $ 1_ Account Number: Project Number: T� � J-un — l> 1 ` APPROVED FOR PAYMENT (Finance Department Use Only BY: BY: ACCOUNT NO. DESCRIPTION SENT TO FINANCE 01.29.18 - TF _ z „� s�ciittrJ s DEMAND / CHECK REQUEST y Return check to req uestor Mail check Name I Title of person requesting check Department individual is associated with: Check payable to: k-x�) - — �ame (Vendor Ro.) Addres c s -`� � Afl'�A . �A 9 2 1 �—) ?) �1 Check description and invoice number: 0D Amount: $ Account Number: Project Number: bm— — W \ APPROVED FOR PAYMENT (Finance Department Use Only) BY: BY: ACCOUNT NO. DESCRIPTION O Add jPay eRefund Receipts 4 History QDepostts -' invoicing I% Un-Pay Description Qty Amount Comments Paid Invoice j es BUILDING STAFF - PER HOUR 5420.00 01117i12 l DEPOSIT BUILDING STAFF -PER HOUR $95.00 DEPOSIT Q BUILDING TRACT RESIDENTIAL / CONSTRUCTION PLAN DEPOSIT $750.00 101-0000-42600 _ ...... ...... ... ....... ._.._....._.....__............ TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 00F22,17 CHECK 01123/16 DEPOSIT ES Charged. $750.00 Deposit Bal: $230.00 . -. -Vl l' �,11 Fee Item BUILDING TRACT RESIDENTIAL CONSTRUCTION PLAN DEPOSIT Account. 101-0000-42600 i Fee Type DEPOSIT -Quantity 1 Formula Fee Assessed By AMA A,sse4sed Date 912112017 Payment Details Paid Date 912212017 Pay Method CHECK Check # 28521 Paid By R.J.T, HOME S- CODO RNIZ LLC Payment Collected By AMA OtherValues L LABOR 0 P'+—PercentC:aniplete 0 PbV .ActualV otk 0 NO OF LLA 0 70TAL BLDG AREA SOFT 0 L CIO SHEETS 0 PW TotalWotk 0 BDI PLANSEThdUMBER 0 PROJECT —SITE —AREA —AC 0 DESCRIPTION ACCOUNT CITY • , ProjectTRAK $1,500.00 BTCP2017-0010 Address: 80111 AVENUE 52 Apn: 777450090 $750.00 BUILDING TRACT RESIDENTIAL CONSTRUCTION PLAN DEPOSIT $750.00 BUILDING TRACT RESIDENTIAL 101-0000-42600 1 $750.00 CONSTRUCTION PLAN DEPOSIT BTCP2017-0011 Address: 80111 AVENUE 52 Apn: 777450090 $750.00 BUILDING TRACT RESIDENTIAL CONSTRUCTION PLAN DEPOSIT $750.00 BUILDING TRACT RESIDENTIAL 101-0000-42600 1 $750.00 CONSTRUCTION PLAN DEPOSIT •TAL FEES PAID BY RECEIPT: R28095 $1,500.00 Date Paid: Friday, September 22, 2017 Paid By: R.J.T. HOMES- CODORNIZ LLC Cashier: AMA Pay Method: CHECK 28521