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0006-198 (SFD)7 t i r LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and ~-Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date Date M •�' S nature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the' erformance of the work for which this permit is,issued. (.)''I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier 0TATE FUND Policy No. 220-00.9020714 (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation prisions of Section 3700 of the Labor Code, 1, -shall fort with comply with thosepr visions. Date: 71)Applicant .! f , -` //KI Warning: Failure to secure WorkCompensation coverage is unlawful and shall subject an employer to criminal penalties a`nd civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on Ihis application. s,1 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for in pection pr, rposes. •• eD Ignature (Owner/Agent / �► Dat BUILDING PERMIT PERMIT# DATE f / VALUATION • LOT 498 TRACT JOB SITE - ADDRESS 78-4111)FAC 0.N;DPtV.F, .r APN 77- 10 - 777 -210 -OW OWNER OWNER CONTRACTOR / DESIGNER / ENGINEER AL LAWPESTi SM-? VI'L'A, D]•�:'liE. O PMWIr CORP, PALM X)�^E12T CA, 92260; (760)772.2626 03U 5393 USE OF PERMIT SDIO%XF:AYv LLY�liJl:t .l2lti SPD -'NO BLOCK WALL OR POOLCOMPLIA14CE WITH AL1: FEDERAL & STA.TF. i, WEI, INCLUD1140 THE 9WD.Kf4GR11.FD SP9098 ACS' OF 1973 (16 U.S.C- x.1331, ET SVQ.) IF.APPLICABLF, IS 1tN`UJREI3. CUSTOM CONSTRUCTION � -3,714,1003F PORCH/P.ATIO 314.00 Sty CWRAGWCARPOR 'CF3 16,�42,40, JV1T i 'r D COST 03F CONS=UGTION 312,699,20 l'kMWr Fn SI! AIKARY CON9TI2UCTION FEET 101-000-418-000 $1,383.00 PLAN CHZCX FLEE 1011-000-439-319 $4132.18 FE E DEPOSIT 101.000-439.318 •%1,000,00 MECHANICAL111W 9 01-oo6.421-000 $143.50 ELECTRICAL: VIKE 101 •U00•4ZO.000 V314.37 PLUMSINO FEE 101.000.41950010 $409.73 STRONG MOTION FEE.. 'PJ ID 101-000-241 X31,2 J GRAD1140 FEE � 101-0.00-423-000 $30..00 DEVELOPER IMPACT FEE $1.907,00 ART M PUBLIC PLACES - KESIL 701-000-2.55-000 $281.75 r tt P q SUB -WI'.! L COMMUCT IOWAND K AAi MCK 1 $5,324.82 1:��3 il'fC1<;•P.�� k�� - •�l YCIC�U.Ob AUG 3 0 2000. t , .SIT „OF Li QUINT RECEIPT DATE DAT INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Forms & Footings d Underground Ducts Ducts Slab Grade Return Air Steel Combustion Air Root Deck Exhaust Fans 0. K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans 8 Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath , Drywall - Int. Lath Final Final POOLS - SPAS BLOC KWALL AP'ROVALS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping `- PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp, Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) Building Address Owner Mailing Address Legal Description T��Q Project Descriptio State Lic.- City & Classif. --�-,/Voc'/ Lic. # Arch., Engr. ___ / Designer `�IZlp����tl��e(AJP/ISO I� ,Gyi9 c LICENSED CONTRACTOR'S DECLARATION I hereby affirm thatA licensed under provisions Of Chapter g (commencing with Section 7000) of Division 3 of the Business and Pro essiorn� Code, and my licensg�s in full fforce�and effect. r –I— I �) /� /_ / C�_i/ l / OWNER-QUILDER DECLARATION I hereby affirm that I am exempt from the Contractors License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, 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). 1-: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code:The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) II I, as owner of the property, am exclusively contracting with licensed contractors to con• strucI the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law doesnot 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 7 I am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy sNO. Company CYCopy is filed with the city. ❑ Certified copy is hereby furnished. /\ CERTIFICATE OF EXEMPTION FROM WORKERS'COMPENSATIONINSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) 1 certify that in the performance of thg work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT., 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 it 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 DIVISION 4�� �?�. = 45•a e Sq. Ft. No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT BY: AMOUNT Plan Chk. Dep. - Do Plan Chk. Bal. Side Street Setback from Center Line Const. Side Setback from Property Line Mech. INSPECTOR Issued by: Electrical Validated by: Plumbing Validation: S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBIC v IST FL. SO. FT. @ $ UNITS SLAB GRADE 2ND FL, SQ. FT. BONDING YARD SPKLR SYSTEM POR. SQ. FT. @ MOBILEHOME SVC. BAR SINK GAR. SQ. FT. @ POWER OUTLET ROOF DRAINS FOUND. REINF. GAS (ROUGH) DRAINAGE PIPING CARP. SQ. FT. 0 OTHER APPJEQUIP. REINF, STEEL WALL SQ. FT. (tai TEMP. POLE DRINKING FOUNTAIN SO. FT. @ GROUT URINAL ESTIMATED CONSTRUCTION VALUATION $ FINAL INSP. WATER PIPING NOTE: Not to be used as property tax valua)ionl — WATER SYSTEM FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. @ c BATH TUB SPARK ARRESTOR SQ. FT. p c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 1'A c SEWAGE DISPOSAL LATHING SQ.FT.GAR @ ?Ac HOUSE SEWER MESH GAS PIPING PERMIT FEE INSULATIONISOUND PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST, FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING L AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB, BONDING HEATING ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WO"IK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING FINAL) OTHER APPJEQUIP. REINF, STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIAIS GARDEN WALL FINAL Notice: Document Cannot Be Duplicated Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 760-771-8515 CERTIFICATE OF COMPLIANCE Date 8/29/00 APN # 777-210-020 No. 20946 Jurisdiction La Quinta Owner NameA1 Lampesti Permit # No. 78-411 Street Deacon Drive West Log # City La Quinta Zip 92253 Study Area Tract # Lot # Square Footage 3714 Type of Development Single Family Residence No. of Units 1 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 2.05 X 3,714 or $ 7,613.70 the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued Fees Paid By CC/Metro Commerce Bank - Rob Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Ellen Patino Signature Payment Received Telephone,, .4' � vel• � Check No. 140227 NONCE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project Is sssued or on which they are paid to the District(s) or to another public entity authorized to collect them on the District('s)(s') behalf, whichever Is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting 3 Th_,; 'Tradition ARCHITECTURAL DESIGN REVIEW August 29, 2000 Ms. Nickie Gormley Building and Safety CITY OF LA QUINTA Post Office Box 1144 La Quinta, CA 92253 Via First Class Mail and facsimile Re: Lamperti Residence, Lot 6, Tract 28611, 78-41 !Deacon Drive West Building Permit Dear Nickie, Please accept, this letter as approval for the above referenced residence to obtain a building permit. Conditions that apply to this submittal will be forwarded directly to the owner's representative, Rob Capetz of Sun Vista Development: If you have any questions or need additional information, please do not hesitate to call. Sincerely, Christina J. Dores Architectural Review Coordinator pc: Mr. Al Lamperti (via first class mail) 78505 OLD AVENUE 52 -- Ia QUINrA --- CA 92253-1120 -- PHONE 760/564-3355 — FAx 760/564-2356 J "Rece t fled 5-02 1 j:96pm from CCITT G3 -> Sun Vista Dev. Corp. page 2 �8-10-2000 11:32AM FROM j'IW�t,jltlltl� t rt+t,{uvut.vu ..� First AmeWSAVOW@ 84 D 8Y First American Title Ins, Co, AND **YHEN RECORDED MAIL. TO: Albert C. Lamperti Judith E. Lamperti A'"` FIRM AMERICAN TITLE SUBDIVISION DEPT. A.P.No.: 777-210-0_20-5 TRA #: 020 P. 2 DOG a 19919-560573 12/21/1998 08:00A F*4:6.00 PW 1 of I Doc T rax Paid Recorded in Official Records County of Riverside Gary L. Orae Assessor, County Clerk & Recorder 1 fi!lfififi I!filfil Ifilfilififill 1!!fi fil!!fi 1111!11 Ill I!I!fi 1111 ILII M $ Lu PA44 M 0/. ) rooR,k, N040R ieM Mee. 1 i J-7 .. A A - - _L _-- cape wA'd Ra►YNO -•e , GRANT DEED THE UNDERSIGNED GRANTORM DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS; COUNTY $341.92 computed on full value of property conveyed, or _. computed on full value less value of liens or encumbrances remaining at time of sale, unincorporated area; j I City of La OuInta, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, MFisher Capital Corporation, a Colorado Corporation . hereby GRANT(S) to dilb�FtlrClJ�rfp�hB/>t�fd/ttit/ICuI/1Gd,E1ktlhit${a�t+6V�lid l>+�9�/dsl k/oh!'tiditilt�ll¢fd/ DIAM HOLDINGS, LLC., A CALIFORNIA LDUTED LrXADXX•XTX COMPANY the following described property in the City of La Quinta, County of R.1verside State of California; Lot 6 of Tract no. 28611, as shown by map on Elle in book 269 page(s)12 through 17 of maps, Records of Riverside County, Californ a. Fisher Capital Corporation, a Colorado C�< %/( / ao Corporatio By:- �9� ) Don F. Fisher, Vice President Document Date: SCATS OF U60"M Colorado ),SS COUNTY OF,- la3 012 ��Q15 1999 before me, JoAnne Jacobs' personally appeared inn F. Fisher personally known to ma (or proved to me on dte basis of satisfactory evidence) to be the parson(s) whose name(s) W/are subscribed to die within iltsttument and acknowledged to me that he/she/they executed the Same in hi9/her/their authorited capacity(les) end that by histher/their sign3ture(s) on the insuUment the person(,) at the entity upon behalf of which the person(s) acted, executed the instruntem a'ITNBSS my hand and official seat. Signa c oAnne Jacob Jotar Public My ct rmUssion expires 10/6/2000 Mail Tax, Statemenu to: SAME AS ABOVE REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 37630 Medjool Ave. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED ❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ POST TENSIONED CONCRETE ❑ ASPHALT ❑ REINFORCED MASONRY ❑ FIRE PROOFING ❑ O OTHER JOB LL REPORT SEQUENCE N0. TVP Of% TR CTURE x- `{ Lo" PERMIT NO. D 64110DAY OF WEEK MATERIAL DESCRIPT NI J `� SID 'o ARCHITECT 1y§F!LCTqR HRS. CHARGED �j•1� / I��' I ENGINEER ASSISTANTS MRS. CHARGED INSPECTION DATE GENERAL p ; I- CONTRACTOv � 6 fQ RUt4 SUB CONTRACTOR fD " ff2�� AT Lby-,. . COPY SENT TO CLIENT O CON 0 ON NEXT PAGE O PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. S NATU E OF REGISTERE INSPECTOR 2 7S D T OF REPORT REGISTER NUMBER BROWN & HONEYCUTT JIITRUSS SYSTEMS INC. HESPERIA, CA (760) 244-8887 E 5/25/00 Subject: Truss Certification Fax (760) 244-7876 Brown & Honeycutt Truss Systems, Inc. is certified through: Western Inspection Services P.O. Box 562 Costa Mesa, Ca. 92627 714-545-5568 See our certification stamp below. Michael Hough President / GM Brown & Honeycutt Truss Systems, Inc. BROWN & HONEYCUTf' TRUSS SYSTEMS INC. HESPERIA, CALIFORNIA, I UBC Chap. 23 Div. 111 SecL•2343.7 S QUALITY AUDITED 0 W/IS ICSQ No. AA s P. O. Box.401804, Hesperia, CA 92340 "�N9f Inc. ICBO Evaluation Service, 9� s L'MIlO{A n {URJ M `OM 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright Q 1999 ICBO Evaluation Service, Inc. Filing Category: FASTENERS -Steel Gusset Plates (066) COMPUTRUS TRUSS PLATES COMPUTRUS, INC. 10370 HEMET STREET, SUITE 200 RIVERSIDE, CALIFORNIA 92503 1.0 SUBJECT CompuTrus Truss Plates for Wood Trusses. 2.0 DESCRIPTION 2.1 General: The CompuTrus Truss Plates are flat steel plates designed to connect wood truss members. The plates are manufactured from galvanized steel and come in various lengths and widths, and have integral teeth that are designed to laterally transmit load between truss wood members. Plans and cal- culations must be submitted to the building official for trusses using truss plates described in this report. 2.2 Materials: The CompuTrus truss plates are punched from No. 18 gage (0.0454 inch (1.15 mm) base metal thickness) and No. 20 gage (0.0375 inch (0.95 mm) base metal thickness) G60 -gal- vanized sheet steel complying with the mechanical require- ments established in ASTM A 653 SQ Grade 33 or higher. Each plate has 9.4 teeth per square inch of plate; each tooth is approximately 1/3 inch (8.5 mm) long and approximately 0. 106 inch (2.7 mm) .vide. The teeth are punched in pairs, with each pair spaced'/; inch (6.4 mm) on center along the width of the plate, and 0.85 inch (21.6 mm) on center along the length. Alternating rows of teeth are staggered 0.10 inch (2.5 mm) from adjacent rows. The "CN' series plates are identical to the "C" series plates, except that every third row of teeth is omitted. Plates are 0.85 inch (21.6 mm) in length, and are available in widths of up to 12 inches (305 mm), in 1/2 -inch (12.7 mm) increments, as required by design. The plates are applied to truss merr.cers in pairs, with one plate on each face of each joint, using a power press constructed in accordance with the manufacturer's specifications. See Figure 4 for de- tails of plate dimensions. 2.3 Allowable Loads: Tables 1, 2 and 3 provide allowable lateral loads, tension loads and shear loads. respectively, for the CompuTrus truss plates. These values are based on the National Design Standard for Metal Plate Connected Wood Truss Construc- tion, ANSVTPI 1-1995. A copy of the ANSI/TPI 1-1995 stand- ard must be supplied to the building department when this is requested by the building official. 2.3.1 Lateral Resistance: Each CompuTrus truss plate must be designed to transfer the required load without ex- ceeding the allowable load per square inch of plate contact area, based on species. on the orientation of the teeth relative ER -4211 Reissued January 1, 1999 to the load, and on the direction of load relative to grain. De- sign for lateral resistance must be in accordance with Section 11.2.1 of ANSI/TPI 1-1995. Table 1 provides allowable lateral loads for the truss plates. 2.3.2 Tension Resistance: Each CompuTrus truss plate must be designed for tension capacity, based on the orienta- tion of the truss plate relative to the direction of load. Design for tension must be in accordance with Section 11.2.2 of ANSIlTPI 1-1995. Table 2 shows allowable tension loads for the truss plates. Additionally, the net section of the truss plates for tension joints must be designed using the allowable tensile.stress of the metal, adjusted by the truss plate tensile effectiveness ratios shown in Table 2. 2.3.3 Shear Resistance: Each CompuTrus truss 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 of ANSI/TPI 1-1995. Table 3 shows allowable shear loads for the truss plates. Additionally, the net section of the truss plates for heel joints and other joints involving shear must be designed using the allowable shear values for the truss plates, adjusted 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, when they are applicable. must be considered cumulatively in the desion of truss plates used in fabricated wood trusses: 1. Allowable lateral resistance values for the CompuTrus truss plates must be reduced by a strength reduction fac- tor, QF, shown in Table 4, when the plates are installed in lumber by means of a single -pass, full -embedment roller system having minimum roller diameters equal to 18 inch- es (457 mm). This reduction does not apply to embed- ment hydraulic -platen 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. When trusses are fab- ricated with single -pass roller presses, the calculations for the truss design submitted to the building department for approval must specify the minimum diameter of the roller press and the appropriate strength reduction factor from this report. 2. Allowable lateral resistance values for the CompuTrus truss plates must be reduced by 15 percent when the plates are installed on the narrow face of truss lumber members. 3. Allowable lateral resistance values must be reduced by 20 percent when the CompuTrus truss plates are installed in lumber having a moisture content greater than 19 per- cent at the time of truss fabrication. Fi-ahuation reports of 10110 Evaluation Sen -ice. Inc.. are issued solely At provide inforunation tet Class :1 members of ICIIl1. utili-in,g the code upon which the report is based. Evaluation reports are not to be eon.strited as representing aesthetics or anis other attributes nut spec ifieallc addressed nnr as an endorsement or reconenten- b dation fur use of the subject report. This report is based upon independent tests or other technical data .submitted by the applicant. The ICB0 Evaluation Sen•ice, lite., technical staff ha.s reviewed the test results aml/nr other data. hitt dues tett pocses.s test facilities to make an independent verification. There is nn warrants by /Cllr) Evaluation Service. Ate., express or ,3nplierl, as to any "Finding "or sillier matter in the report or as to aro• prttuhtrt covered by the report. This disclaioter inrludes, but is not limited to, merchantability. Page 1 of 5 Page 2 of 5 4. Allowable lateral resistance values for CompuTrus truss 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 8 - 2.0) where: 0.65<_ Hp 5 0.85 8 = Angle between lines of action of the top and bottom chords (shown in Figure 3). Where the top chord slopes are greater than 12:12 (100% slope), this heel -joint reduction factor is not applied. 2.3.5 Combined Shear and Tension: Each CompuTrus truss plate must be designed for combined shear and tension capacity, based on the orientation of the truss plate relative to the directions of loading. Design for combined shear and ten- sion must be in accordance with Section 11.2.4 of ANSI/TPI 1-1995. 2.3.6 Combined Flexure and Axial Loading: Truss plates designed for axiaLforces are only permitted as splices in the top and bottom chord when the splices are within 12 inches (305 mm) of the calculated point of zero moment. Design of truss plates at splices in the top and bottom chord that are not placed within 12 inches (305 mm) of the calculated 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 fcr the trusses using truss elates described in this report. The truss design must show compliance with the code and accepted engineering principles. Allowable loads for the truss piates may be increased for duration of load in accordance with the code. Calculations must specify the deflection ratio or the maximum deflection for live and total load. For each truss design drawing, the following information, at a mini- mum, should be specified by the design engineer: 1. Truss span, spacing, and slope or depth. 2. Dimensioned location of truss joints. 3. Model, size and dimensioned location of truss plates at each joint. 4. Truss chord and web lumber size. species. and grade. 5. Required bearing % idths 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 truss plate allowable val- ues for conditions of use. 2.5 Truss Fabrication: Plate connectors shall be installed by an approved truss fabri- cator that has an approved quality assurance program cover- ing the wood truss manufacturing and inspection process in accordance with Sections 2304.4.4 and 2321.3 of the code and Section 4 of ANSl.TPI 1-1995. The allowable loads rec- ognized in this report are for plates that are pressed into wood truss members using hydraulic or pneumatic 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 ER -4211 feed trusses into a stationary finish roller press or, if the ad- justment 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: The CompuTrus "C" Series plates are embossed with the designation "C-20" or "C-18," for the No. 20 gage or No. 18 gage plates, respectively. For the "CN" series, the No. 20 gage plate is identified by the designation "CN -20" embossed on the plate, and the No. 18 gage plate is identified by the des- ignation "CN -18." 3.0 EVIDENCE SUBMITTED Test data in accordance with National Design Standard for Metal Plate Connected Wood Truss Construction, ANSVTPI 1-1995. 4.0 FINDINGS That the CompuTrus Truss Plates for Wood Trusses de- scribed in this report comply with the 1997 Uniform Building Code, subject to the following conditions: 4.1 Plans and calculations are submitted to the build- ing official for the trusses using truss plates de- scribed in this report. 4.2 The truss plates are designed to transfer the re- quired loads using the design formulae in ANSUTPI 1-1995. A copy of the ANSUTPI 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 truss plates comply with this evaluation report. 4.4 Truss plates are not permitted to be placed where knots occur in connected wood truss members. 4.5 Truss plates are installed in pairs on opposite faces of truss members. 4.6 Trusses using truss plates described in this report must be fabricated by a truss fabricator approved by the building official, in accordance with Sec- tions 2304.4.4 and 2321.3 of the code. 4.7 Allowable loads shown in the tables of this report may be increased for duration of load in accord- ance with the code. 4.8 Overpressed truss plates are not permitted. Over - pressed plates occur when the truss plate is em- bedded into the lumber more than one-half the plate metal thickness. 4.9 Allowable loads shown in the tables of this report are not applicable to truss plates embedded in lum- ber treated with fire -resistive chemicals. 4.10 When a one-hour fire -resistive rating is required for trusses using CompuTrus plates, see Evaluation Report ER -1632. This report is subject to re-examination in two years. rage 3 of 5 TABLE 1 -ALLOWABLE LATERAL RESISTANCE VALUES FOR THE COMPUTRUS TRUSS PLATESI.2 ER -4211 For S1: I Ib./inch'- = 6.89 kPa. ISee Figure I for a description of plate orientation. 'Values are determined using the gross area method. .'Truss plates are installed In pairs on opposite faces of truss members. TABLE 2 -ALLOWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATESI PLATE MODEL j LUMBER SPECIES C-20 DIRECTION OF GRAIN AND LOAD WITH RESPECT TO LENGTH OF PLATE PLATE MODEL Species ( Specific Gravity j AA j EA IAE j EE Allowable Load Per Plale2 (pounds per square inch of plate contact area) C-20 Suuthem Bellow pine j O.ii 206 j 151 1 113 108 Douglas lir-larch 0.19 j 206 j lil 113 I IDS and C-18 Hem -fir 0.13 j 161 j 137 IID IW 9o' I Spruce -pine -fir 0.13 j 161 ( 137 I 110 10.1 Southern seNow pine I O.ii y 132_ 118 t02 t13 CN --O Uouela> lir-larch j 0.19 j . I?_ j I15 102 113 and � CN -18 I Hem -lir 0A3 j 106 I 109 111 111 j p.1u ! 1).i9 Spruce -pine -fir i 0.12 I 106 j 109 111 111 For S1: I Ib./inch'- = 6.89 kPa. ISee Figure I for a description of plate orientation. 'Values are determined using the gross area method. .'Truss plates are installed In pairs on opposite faces of truss members. TABLE 2 -ALLOWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATESI PLATE MODEL DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE2 j 0: 90' ( 0` 90` i I Allowable Tension Load (pounds per lineal inch per pair of plates) I Tension Load Efficiency Ratio C-20 1.310 912 I 0.63 j 0.16 C\'-20 I.511 I 937 0.75 j 0.16 C-181.619 I i PLATE I 1.11111 062_ j 01. CN -IS I.S".I j I._-0 i 0.13 01X For SI: I Ibf/inch = 0.175 Vinin. I`ice Figurc 2 for a de<cripuon of plate uncntaiton. 'The length of plate refers to the dimension of the longitudinal axis of the area of the plate from which the plate teeth %%ere sheared during p131e fahrication. For SL' I Ihf,'inch = 0.17i N;nun TABLE 4 -ALLOWABLE LATERAL LOAD ADJUSTMENT FACTOR, OR, FOR COMPUTRUS TRUSS PLATES INSTALLED WITH MINIMUM -I8 -INCH -DIAMETER SINGLE -PASS ROLLER PRESSES LUMBER SPECIES TABLE 3 -ALLOWABLE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATES OR ( 096 C-2_0 and C-11 DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE 0 50 ( 096 0.19 I i PLATE 0. 30' 1 60- 90' i 170' ( 150' 1 0' 1 30` 60` 9o' I 120- ( 150' MODEL j • Allowable Shear Load (pouncs per lineal inch per pair of plates) I Shear Load Efficiency Ratio C-20 j 609 I ,_0 1.106 i SUI i 123 j i06 j p.1u ! 1).i9 1 1) 91 j 066 j II :5 i 0.12_ j CN - _t) 1 610 I 695 IAQ5 738 j 5 S 7 1 116 I o.;o i O.ii j 0.S6 i 061 j 011 I 0.111 C 11 I 112_ _ 1.:11 1.1L:1 j 505 1 57,1' I 0 15 1 0 16 j 0.,9 j 0 66 11.36 I tl .:-r i CN -I8 1 617 ( 7S7 ( 109 SOO 711; ( 51)1 i U.12 0.?1 i 11 i2 ( U.Si Dai ( 0.33 For SL' I Ihf,'inch = 0.17i N;nun TABLE 4 -ALLOWABLE LATERAL LOAD ADJUSTMENT FACTOR, OR, FOR COMPUTRUS TRUSS PLATES INSTALLED WITH MINIMUM -I8 -INCH -DIAMETER SINGLE -PASS ROLLER PRESSES LUMBER SPECIES PLATE MODEL SPECIFIC GRAVRYI I OR 0.19 ( 096 C-2_0 and C-11 0 50 ( 096 0.19 0.17 CN -_0 and CN -11 j ().50 'The QR s ahtes iurrCsp0ndin%1 to the value -0.411)." above. appy' In all wood species combination, ha, Im1 an : %craer published specific _ra%iiv of 0.49 or lo%%cr: the Q.q clues corre,pondin_• to the %clue -0 i0" appls m all Mood ,penes conlhmauons hastng an a%Cra,•c puhh,hcd >pecific gra, Ity of 0.50 it hi_her.'riic QR ,alucs,hall he applied to all plateiscood oneniaoon, de,cnhed to Figurc 1. 9 Page 4 of 5 LOAD;mss r'� LOAD L � _ �^yam- • ' U � AA Orientation LOAD LOAD AE Orientation Length ER -4211 LOAD ; c p:rgcC,_: � LOAD EA Orientation EE Orientation FIGURE 1—PLATE ORIENTATION FOR LATERAL RESISTANCE VALUES 0° Plate Orientation W-.dth CM J �^ 90° Plate Orientation FIGURE 2—PLATE ORIENTATION FOR TENSION VALUES 8 FIGURE 3—HEEL JOINTS TO WHICH THE REDUCTION FACTOR, HR, APPLIES Page 5 of 5 j .106' 333" .333" m 106" LONGITUDINAL AXIS TYP. .10" .85" .35" .5" 10" .85' .35" .5" .25" 106' 5" 25" 5" 1Co FIGURE 4—COMPUTRUS PLATE DIMENSIONS MODEL C-20 / C-18 WIDT1-I TYP. MODEL CN -20 / CN -18 ER -4211 78-fik D -a_ L0, CITY OF LA QUINTA WILDING & $-AFETY DEPT AP . VC— LT, z��_ A-4-0 CUSTOMER SUN VISTA DEV. LOT# 6 TRADITIONS DATE October 28, 1999 SQUARE FEET_3 714+ 3 11,142, GD 1;5.00 1 1,50`U DW .1,500 1 1,500.: SMALL APPLIANCES 1,500 2 3,000 MICRO 1,500 1 1,500 OVEN 8,000 1 8,000 COOKTOP-ELECTRIC 8,000 0 0 COOKTOP-GAS 1,500 1 1,500 WASHER 1,500 1 1,500 DRYER -ELECTRIC 5;000 0 0 DRYER -GAS 1,500 1 1,500 FAU 1,500 3 4,500 POOL FUTURE 4,500 1 4,500 LANDSCAPE FUTURE 3,000 1 .3,000 - TOTAL -WATTS 431-142 PERCENT WATTS 1 st 10,000 WATTS 100% 10,000 1,0;000 REMAINDER 40% 33;142 131,257: AIC COMPRESSORS 6,000 4 10.000 24:;000 TOTAL DIVIDED BY 240 V -196.9033 AMPS 400 USE 400 AMP SPLIT HU SS 3-0 CU UFER #8 CU GAS & WATER BOND 125 123 AMP SUBPANEL lnac 34=U+ 1�cu COMDUUTAS PER 11D SINGLE LINE DIAGRAM LOT# 6TRADMONS SUN VISTA DEVELOPMENT