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Griffin Ranch - Belmont Collection TR 32879 (Series I; Plans 1-4)Cl/ TWT LP_ 6 rc—, 5 P.O. BOX 1504 APPLICATION ONLY Building 78-495 CALLE TAMPICO Address LA QUINTA, CALIFORNIA 92253 Owner L+i-E. A-A-2 BUILDING: TYPE CONST. t�Er,? OCC. GRP. Address4+¢o- lT1.st,1 _i7d f7rz- State Lic. City & Classif. ��tIDZ .. ►7� Lic. # Arch., Engr., V `/ Designer Yy1,0 g/, .1 a Is . r /Lo A 44 Tel. Zip State 9 Z/B1 1 Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 'Hess ang Professions ode and licens is in full force and effect. SI OWNERdUILAEJKDECLAR4ION 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 Contrac- tor'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 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). as owner of the property, am exclusively contracting with licensed contractors to construct the oject. (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.) ❑ I am a B. & P.C. for is re n 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 I sura ce or a certified copy thereof. (Se URA C�,1e.) rG Policy No. — Company�e � �L ❑Copy is filed with the city. D Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed it 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 sD a2Joluco lect to Workers' Compensation La s of California. Date 1 Owne NOTICE TO APPLICANT It, alter makir,4this Cerr�� cate xemp n you should become subject to the Workers' Compensation provisiofis of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. r 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 Mailing Address — City, State, Zip Date WHITE = BUILDING DEPARTMENT A.P. Number Legal Description ��LT 3 L d Project Description aoF7 4444, Sq. SizeFt. No. No. Dw. Stories Units NeWA 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 CONTACT INFORMATION NAME: PHONE: 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: YELLOW = APPLICANT PINK = FINANCE T-,mt 4 4 QuAto Building & Safety Department 78-495 Calle Tampico PO Box 1504 La Quinta, CA 92253 (760) 777-7012 voice — (760) 777-7011 fax To: Greg Butler, Building Official To PD: February 4, 2014 From: Les Johnson, CDD Director Due date: ASAP Permit # 13-1628, 13-1629, 13-1630, 13-1631, Status: 1st Review 13-1632, 13-1633, 13-1634, 13-1635, and 13-1637 Building Plans Approval (This is an approval to issue a Building Permit) The Planning Division has reviewed the Building Plans for the following project: Description: Griffin Ranch X9 SFD's (Series I and II) Address or general location: 81-181 Mery Griffin Ranch Way Applicant Contact: Lennar Homes (951) 817-3663 The Planning Division finds that: ❑ ...these Building Plans do not require Planning Division approval. ...these Building Plans are approved by the Planning Division. ❑ ...these B ' ding Plans require corrections. Please forward a copy of the att ched orrections to the applicant. When the corrections are made, ple e r urn them to the Planning Division for review. Les Joh so , Community Development Director Date Note: PLEASE RETURN PLANS WITH GREENSHEET TO THE BUILDING DIVISION. CITY OF LA QUINTA -;PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIGWORKS;CLEARANCE_FORRELEASE OF.BUILDING PERMIT i Form updated & effective 9/25/2009 1 Green Slieet approyalsyare forwarded to th'e Building Safefy'Deoartment directly by Public Works. Please DO submit%the`Green Sheet,(Public Workss Clearance) Packet to the Public Works Department until`ALL requirements listed " below are complete. Incomplete applications or applications which'icannot be processed will be returned to applicant Date. 1 t/ V / %Developer .m Lot No. s . Tract No.:-. � " Tract Name: _Ir# , ( s } 6,/,o 1 ASddress(s) Phone Number: t?/�G' The following are the`°reifor Public" Works Clearance to authorize issuance of° a building ,permit from the,. qure e s 'Building -&-SafetyDepartment: 4 ❑. , CUSTOM HOMES: PROVIDE.ITEMS#243; #4 :#54 #7'13ELOW § `; ❑ '.TRACT HOMES: PROVIDE ITEMS #1,'#2, #3A #5 BELOW ❑ COMMERCIAL BUILDINGS/OTHER. PROVIDE'ITEMS #1 #2, #3, #5 & #7 BELOW J❑_ WALLS:`SIGNS OTHER: PROVIDE ITEM #6 BELOW d, 1 Attach"Pad 'Elevation`Certificates in- compliance with the 'approved design elevation for building: pad (maximum e - ;allowable deviation`ofi+/- 01 foot). Pad Elevation Certificatesrmust be current (within 6-months of current date). If'axprecise grading plan creates the pad for approval, please withholdTgreen'sheet submittal until a Pad`Elevation Certificate can be provided: ; P ' 2. Attach` geotechnical .certification of grading plan compliance, including, compaction reports from `a licensed Soils .. Engineer, Recently, 'rough graded residential developments which ,,have -a previously approved geotechnical ` certification are.exempt from this requirement. �E 3: Attach recorded'final map or title information/grant deed showing proposed building locations are legal lots s . i 4.", Com91 plete the, attached <1 'acre per lot or infill.,project Fugitive'Dust Control project informationsform,PM10�pfan & agreement or,�provide alternative,-&3valid''City approved •PM10 plan' set reference number or. -hard :copy plan PM1 plans forcommercial residential developments (beyond 1 lot); are submitted separately with grading plans & A,current PM10 is required are subjectto additional requirements. certification number v s 5.: Attach;a copy -of the rough' or`precise grading plan to the Public Works Department showing building location(s) k for pad elevation'verification. 'AO flood zone,developments will r'equire`an approved "flood, plain development plan 6.. Attachsupporting documentation for wall plan; monument sign, grease trap or special facility installations a' =7. Conplete "and sign°'the attached water quality management plan; (WQMP) exemption form; if "applicable PW ` approved_building construction projects require. either a�WQMP or a completed WQMP exeinption.form: Approved maps/plans 'may be.°viewed-at the link: http`//www Ia-buinta orb/PlanCheck/m_, search�ospx afollowing -'..�. 'u '.. �.l2: .'� is •. ro , j, i have reviewed confirmed the requirements listed abo` ev presented'and4ind the'improvements: be'sufficiently £ 4 1 (complete for construction of the'proposed,building`s/structures/walls/signs on the subject,lot(s).: Pursuant to'my findings, . the above'project may be released for°building permit issuanceZ, 1 This section completed by City sta _ / Recommended by Date: / ./ ti ; :Public Works Distnkiution ( ) GreenNSheet to,Butlding &Safety_ Green Sheet to PlanningsDepartment k DeclinedEfora,pproyai°for reasons) as folldw(s), please correctiand resubmit: x T.%Checklists - Forms & Applications\Forms & ApplicationslGREEN SHEET cover & PM10less than 1'Acre Revised .10-02-12 doc Building Permit Number: Project Description: SFR .. Exempt: 17 (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan Plan Submittal Datel 1/24/2014 Job Site Owner's Name Number, Street, or PO Bo„ City, State, Postal Code Owner's Phone Number Owner's E-Mail Address Project Manager's Name Project Manager's Phone Number Project Manager's E-mail Address Builder / Contra Number, Street or PO City, State, Postal ( Various at Griffin Belmont Lennar Homes 980 Montecito Drive, Ste. 302 Corona, CA 92879 Tom John 909-208-1075 Ulrichsbuslandlink.com Lennar Homes 980 Montecito Drive, Ste. 302 Corona, CA 92879 Project Square Footagel 913,000 City Approval By Date of City Approval ti Y JAN272014 Cn Y OF LA QUINTA COMMUNnY DEVELOPMENT Materials To Be Discarded: Product Tons Trash 1734.70 Not recyclable Product Asphalt 0.00 Recyclable Masonry (broken) Brick/Block 0.00 Recyclable Plaster Cardboard 301.29 Recyclable Scrap Metal Commingled 0.00 Recyclable Tile (floor) Concrete 73.04 Recyclable Tile (roof) Drywall 53.87 Recyclable Wood Donated / Reuse* 0.00 Recyclable Landscape Debris *Describe Items Totals: Recycle Trash 3048.511 1734.7 Tons Projected Diversion: 63.7% Recyclable Recyclable I understand it Is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 60% of the jobsite waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project In accordance with this plan. This DMP is issued in the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP is still Issued In the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept informed of the diversion progress through bi-monthly reports. If self -hauling, all refuse material from this project site must be taken to an approved recycler or transfer station, Owner / Developer / Project Manager / Superintendant Date May 29, 2014 Ms. Angelica Zarco City of La Quinta 78-495 Calle Tampico La Quinta, CA 92252 Re: Form Certification — Griffin Ranch, Lots 285-288, 290-291, Tract Map No. 32879 JN 1721 Dear Angelica: This letter is to verify that the locations and elevations of the building forms for Lots 285 through 288 and 290 through 291 of Tract Map No. 32879, were field checked by MSA Consulting, Inc., and found to be in substantial conformance with the approved Precise Grading Plans. The results are as follows: Lot # Address Plan Field Difference 285 54-125 Cananero Circle 494.67 494.68 +0.01 286 54-095 Cananero Circle 494.67 494.68 +0.01 287 54-065 Cananero Circle 494.27 494.29 +0.02 288 54-035 Cananero Circle 493.77 493.79 +0.02 290 54-050 Cananero Circle 493.67 493.67 +0.00 291 54-090 Cananero Circle 494.47 494.47 If you have any questions, please contact our office. Very truly yours, Douglas . Redlin, P.L.S. 7964 Senior urveyor dr EC: Phil Sousa & John Celli 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CALIFORNIA ■ 92270 760-320-9811 ■ 760-323-7893 FAX ■ WWW.MSACONSULTINGINC.COM Project Name: / - Pro ect No. Date:x Raport No. Locator = = AuMr: 4— Da a Client:Contractor ' `= SuFtlFoeem,.r E Vdeat _ Feld Supervisor: I. .tr Geoto ist: _ g t Soil Erginer•: Observation/Testing of: _ Tech - Equiperient Working: 1 LAO Hours *- Today's yardage: _ "ardage to -dam: Test- No. Test Location Evalvati:m/ Deutt Soil Type Optimum Field M,3istCre = Moisture -_Maximum DenE--i� Fied Ref. Density Comp. /401 s � _ [t0- L f► - = y = -' r 2 h f d Cat �7 o' /js qJ Summary of Operations: _ { _ � i d ea vp -+ � _ - `j - ► s CSC }� t] �X1 - F { 1 4 ,.= L., CL r % ir at�T of_ _fig" a Record by I �CM Density Test'Field Darfy - Ptin � Lelchton and-As3ociates, Inc. t KLEIGNTON BROLP COMPANY -39-2) Ri-05 �_I May 17, 2010 To Whom It May Concern: This is to verify that Spates Fabricators, Inc. of Thermal, CA is a Subscriber in the Timber Products Inspection (TP) and General Testing and Inspection (GTI) Truss Quality Auditing Program since June, 1990. The TP and GTI Truss Quality Auditing Programs are recognized by the International Accreditation Service (IAS) with the assigned number of AA-664. TP and the GTI quality assurance marks have been recognized in the West by the truss industry and code jurisdictions since 1969, TP currently audits truss manufacturing facilities nationwide. TP is conducting unannounced, third party audits at Spates Fabricators, Inc. of Thermal, CA. This facility is currently in good standing in the TP Truss Quality Auditing Program. Spate's Fabricators, Inc. personnel are authorized to apply the GTI quality mark to trusses that are manufactured in accordance with the latest revision of the ANSI/TPI Standards. All stamping takes place at the truss manufacturing facility, under supervision of qualified plant personnel. f -It-, -rV C)F LA C��I�T�O If you have questions regarding the status of any contact me on my cell 208.818.7869. Sincerely, TIMBER PRODUCTS R OR` INSPECTION 14 X :� diff . , . Brian Hensley Truss Manager —Western Division /jr Xc: File AP RoVE FQK CONSTRUCTION DATE -- BY — 105 SE 124th Avenue P.O. Box 919 a 1641 Sigroan Road Vancouver, Washington 98684 Conyers, .Georgia 30012 360/449-3840 a FAX: 360/449-3953 770/92.2-8000 a FAX: 770/922-1290 IMES Evaluation Report ESR-1988 Reissued December 1, 2010 This report is subject to re-examination in two years. wwwAcc-es.orp 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 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: ■ 2009 International Building Code® (2009 IBC) ■ 2009 International Residential Codee (2009 IRC) ■ 2006 International Building Code® (2006 IBC) ■ 2006 International Residential Code® (2006 IRC) ■ 1997 Uniform Building Code TM (UBC) Property evaluated: Structural 2.0 USES MiTek® metal truss connector plates are used as joint connector components of light wood -frame trusses. 3.0 DESCRIPTION 3.1 MiTek®TL18 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 A 653 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 MiTeke MT18HSTm: Model MT18HSTM metal truss connector plates are manufactured from minimum No. 18 gage [0.0466 inch total thickness (1.18 mm)], ASTM A 653, 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 A 653 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-Oa-fi�punc ea slot is 1 ch (25.4 mm) J e rater Thie transue��e) scent Gtities of adjacent slots are staggered 0,1.0 inch (2 54- f . he w �§ 9�[ w t..,t� ,81 �� - ( C_L ?? distance between longitudinal nterlines of slots is 25 inch (6.35 mm). Therehaie eight te�eth�p'e sq_41re inch ( 45 mm) of surface area _Plate a.re,.aval!l'a•lye�it�r �1/ inch-w th (12.7 mm) incrernerat & i-Y nct e (3�b mm), - nd lengthwise in 1-inch (25.4 mm) multiples. See Figure 1 for details. BY 3.4 MiTe 'Ctkamd-MT201w-7 Models TL20 and MT20TM metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A 653 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 center. The transverse centerlines of adjacent slots are /CC -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. ma�muaui .�. Copyright O 2011 Page 1 of 3 ESR-1988 1 Most Widely Accepted and Trusted Page 2 of 3 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 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 Metal Plate Connected Wood Trusses, shown as Section 4 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 6.4.5 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; Phoenix, 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® cornec ors are plate name Tml�ossd8o nt example, the MT20T pI Additionally, box s containin be labeled with the Mi.TN k connector plate model del (ESR-1988). TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, is��em'bosgedD BY LUMBER SPECIES SG I AA I EA I AE EE TL78, 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 M18SHST'" 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)Z Tension @ 0° 0.5 1149 0.48 1596 0.52 2247 0.49 857 Tension @ 90' 0.52 1208 0.5 1671 0.53 2292 0.49 854 Tension values in accordance with TPI-1 with a deviation [see Section 5.4.9 (e) 1] (Maximum Net Section Occurs over the joint) Tension @ 0° 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 @ 01 0.56 874 0.55 1099 0.53 1363 0.51 604 Shear @ 301 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 @ 90° 0.49 757 0.52 1052 0.39 1012 0.58 686 Shear @ 1200 0.39 608 0.4 802 0.41 1073 0.42 498 Shear @ 150° 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 ANS11TPI 1. Minimum coating thickness for G60 is 0.0010 inch (0.025 mm) total for both sides in accordance with Section 4.3.6 of ANSI/TPI 1. ZMinimum 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" 3.2 mm 6.4 mm 3.2 mr E uV CV WIDTH MT18, TL18, MT18HS, M18SHS, MT20, TL20 0.375" UINTA Lp & SAFETY DEPT. ROVED :()h CONSTRUCTION TE-_I}------ BY - FIGURE 1-APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (inches) (1 inch = 25.4 mm) Bin # City of La Quinta - Building sr 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: �� Owner's Name: t/ A. P. Number: Address: Legal Description: City, ST, Zip: ntra t Co c or: L Telephone: P e. Address: Project Description: City, ST, Zip: r n �...� Telephone: -Al z State Lic. # : City Lie. es -to D"k I. Aga Arch., Engr., Designer. o Address: City., ST,-Zip: Telephone:Construction --- - - -- - .................................... cY=- an n Type: Occupancy: State Lic #. a" r Dem "Repair o oProJ Project type (circle a one): Alter Name of Contact Person: �� L Sq. Ft.: # Stories: # Units: Telephone #,of Contact Person- _ _ Estimated Value of Project: .�— APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Rcq'd Rcc'd TRACMIG PERMIT FEES Plan Sets Plan Check submitted �j� Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Chcck Balance_ Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correction iss Electrical Subcontactor List Called Contact Person Plumb" Grant Deed Plans picked up n H.O.A. Approval Plans resubmitted Grading IN I10USE:- 3" Review, ready for corrcctionslissue Developer Impact Fee Planning Approval Called Contact Person .P.P. Pub. Wks. Appr Datc of permit issue School Fccs Total Permit Fccs } GOUVIS9- M 01 ?-vj Pi Rfficjr MrFO M 0 consuitin July 28, 2014 Larry Liebel Lennar 980 Montecito Drive, Suite 302 Corona, CA 92879- Re: Pimlico Collection (Series II) Plan I C and 3 alternate elevation GECG Job No. 63301-N/A Dear Mr. Liebel, Pursuant to your request regarding the above captioned project, we submit the following: I have verified that the current structural calculation is acceptable for the plan I C alternate and 3 alternate (all elev) If you have any questions please do not hesitate to contact this office. Sincerely, GOUVIS ENGINEERING CONSULTING GROUP, INC. 3 Daniel Tanuwi jala Project Manager 949.752.1612 4400 Campus Drive Newport Beach, CA 92660 www.gouvisgroup.corHayward, CA ?�CEIVEP-- U JUL 3 0 2014 "'r � OF CON f`�UtVITY DE 4 L PME NT Palm Springs, CA Ho Chi Minh City, Vietnam