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BLDG (9803-063)LICENSED CONTRACTOR DECLARATION a:XI.16&jy affirm under penalty of perjury that I am licensed under provisions of Ctlapter 9 (commencing with Section 7000) of Division 3 of the Business and C14 LOU)Professionals Code, and my License is in full force and effect. O =)M License # Lic. Class Exp. Date 677877 B F ,�� � 9/3A1 99, oZ to "�'� Signature of Contractor' s '� O' r-- U CD OWNER -BUILDER DECL-ARATION HLULU I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: Z_ ( ) 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). C'`) () I am exempt under Section B&P.C. for this reason LO N , Date Signature of Owner O N rn Q WORKER'S COMPENSATION DECLARATION j Z I hereby affirm under penalty of perjury one of the following declarations: n ~ O () 1 have and will maintain a certificate of consent to self insure for workers' < W �= compensation, as provided for by Section 3700 of the Labor Code, for the` J Q performance of the work for which this permit is issued. n Q C) ( ) I have and will maintain workers' compensation insurance, as required by j U Q Section 3700 of the Labor Code, for the performance of the work for which this L L Z permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier ao =) Policy No. 0 sTA` s,1:'UND 1499J10-97 J (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, Ifshall 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 p ovisions of Section 3700 of the Labor Code'1 shall forthwith comply with thoreprovl tons. Date: 'i� i3.cjh" Applicant G 2 ,v 'et b Warning: Failure to secure Work�e ' Compe ation coverage is unlawful and shall subject an employer to crirrilnal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and 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 i • spection purposes. S'gfnature (Owner/Agent) t -d_ ► (y Date BUILDINGPERMIT PERMIT# CONTROL# DATE / J ly VALUATION LOT 9903-061 TRACT 0 8 6`34 i $6,0430.(10 JOB SITE APN ADDRESS 51.4M AV byNI DA- ME DOZA ' OWNER CONTRACTOR / DESIGNER / ENGINEER WILLIAM BROWN PAUL DAVIS SYSiTENIS 16410 CAA4INrF0 VESTNOS #136 68.555 RAMON RD 4D-206 SAN DIEGO CA 92.128 C:I W—DPAL CITY CA 92234 (760)321-8050 CBL' # 4693 - USE OF PERMIT - iaREWi+E AND R -EP ACE f 51 FIRE DAMAGED TRUSSES IN d' RA E, REPI,ACE 300 SQ Fr. SHEFTINCI AND RTE11F..�S`rUCC0 4 4 f VALUKr.TCEN 6,000.00 LS MAR 1 CITY F LA QU.INTA i;.yTIMATE D CONT OF C0NS'IjftV.` 'ION 6,11(10.031 )PERiIMIT FEE SUMMARY PLAN. CRECK FER 101-000-439-318 $52.65 CONSTRUCTMN FEE: 101-000-418-000 $81.00 ELEMKICAL FFA 10)-000-420-M) $15,00 STRONG &IOT ION FEE-:RESIDD 101-000-241-000 $.60 SUB -TOTAL CONSTRUC`nON AND 1' AN C14FCK $145),25 LESS PRE -PAID FE ES $0.00 TOTAL PERMIT FEES DUE NOW 5149.2-5 RECEIPT DATE BY t DATE FINALED INSPECTOR �. INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing Q Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS 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 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 L Final Utility Notice (Perm) COMMENTS: Q"'- .78-495 CALLE TAMPICO — LA QUINTA, CALIFORNIA 92253 – (760) 777-7000 FAX (760) 777-7101 TDD (760) 777=1227 March 12, 1998 Mr. William Brown 051_800Avenida Mendoza La Quinta, Ca. 92253 Re: Fire damage repairs Dear Mr. Brown: Please include the following items within the scope of the repairs at 51-800 Avenida Mendoza 1. Coordinate with inspector the occupancy separation between dwelling and garage. 2. Any repaired electrical shall be inspected prior to covering: 3. Roof sheathing and truss framing shall be inspected prior to cover. 4. A final inspection shall be given upon completion of all work proposed. Thank you in advance for your attention to these matters. Sincerely, , Mark Harold Building and Safety Manager r -CITY0FLAQUINTA BUILDING �..L_ a DEPART a9 € o e t� ! AU ` �..-.. � a_ :J�^.i� �:..%! 1 C, iS'ECf TC1-�Ji'1L!��'j 01NIA�PEQ AND ALL APPLICABL " RELIABLE PRE-FABRICAT TRUSSES CERTIFIE INSPECTION I.C.B. AA -513 I.C.B.O.j E.R.#4211 IN AC6ORDANCE i WITH U.B.C. 25-17 L.A.CITY R.R.24592 L.A.CITY;.FAB LIC.#1079 RELIABLE .TRUSS,- INC. 10375 BEECH AVENUE, FONTANA, CAUFORNIA 92337 • P.O. BOX 1587, FONTANA, CAUFORNIA 92334 TELEPHONE (909) 350-1050 • FACSIMILE (909) 355-947 F-- �rr C)" Lu L c w 3I�RFr�R�PAI'R_�RU �.."ES >- 5-2Q 7- STPNDAA� 41/U BITCIi�'? itJ{ VACI!G `7LLEiLOADI14G � w o CUSTOMER PAUL DAVIS SYST OWNER CONTRACTOR PROJECT FIRE REPAIR LOCATION LA ouINTA, rA LUMBER SPECIFICATIONS TRUSS SPAN 20J- 7.00•`-' Y- 1. Read all General Notes and Warnings before construction of trusses. ANSI/TPI SINGLE MEMBER FORCES 4WGD 2. Builder and wectlon contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at LOAD DURATION IN EASE - 1.25 Warning. before oonstruction commence.. 3. 1x3 oomDr•.slon web Drednp must b• InstaB•d where shown +. T 1- -1372 'B 1- 1276 W 1- -375 SIZE SPECIE GRADE PANEL(S) SPACED 2 .0" O.C. must be designed and provided by designer of complete structure, T 2= -993 B 2= 1276 W 2= 400 TOP CHORDS: 6. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc. I--- S. No load should be applied to any component unto after all bracing and fastener no time should any loads than design T 3- -993 W 3- -375 2x 4 OF Y2 S- 4 LOADI G �'� c Toad. b• appaed to any component. be a T 4= -1372 BOTTOM CHORDS: . . 9. Digits indicate size of plate In inches. LL( 16.0) +DL ( 14.0) _ ON TOP ORD - L�0.0 PSF fabrication, handling, shipment and Installation of Component.. 1 O. For basic design values of the Computrus Plate, indicated by the prefix 2x 4 OF i2 1. 2 DL ON BOTTOM 0 PSF* LEFT = 720 RIGHT = 720 WEBS: ,O�YR�,D� TOTAL LTiA�J - - .0 PSF:x- 2x 4 OF STAND S- 3 Its PSF REDUCTCP 1_ZKEO-0Ni l7" BEARING AREA REOUIREO (S0. IN) BOTTOM CHORD, A &L ;TRE"SS' ONLY.; ` (: JOINT 1 1.15 OF / 1.78 HF / 1.70 SPF TC LATERAL SUPPORT <- 12"OC. JON. `�' `�� co JOINT 5 1.15 OF / 1.78 HF / 1.70 SPF BC LATERAL SUPPORT <= 12"OC, UON. �� I `-,- L j Lu CO m OC ESS! 10-03-08 f� -- e;;f T703-08�" I 8 ��/1/�liS� 12 S' h Q i2 ti� % a' 4.42 C� ��. C -4x4.3 �=sr C`t O J a4 2 Q 1r 4 3. >� cr iJ t�.i ;- J w 0. 40$06 � oc EXP. 3-31-99 �t Eti61� C -1.5x4.3` -- L3-1.5 4.3 qrF _Jzz OF 0 CD 0. 5' 12.5x4.3 C -5x7.7(5) 20-07-00 Sale: 3/8" CD Q a C-2. 9x4 WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. An Ver :1.02 (1L) 2. Builder and wectlon contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at Warning. before oonstruction commence.. 3. 1x3 oomDr•.slon web Drednp must b• InstaB•d where shown +. 2'-0 o.e. and at 12'-0" o.e. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of the respective Contractor. Is the responsibilitytobeued GATE: 2/26/1998 - 4. Ali lateral force resisting elements such as temporary and permanent bracing, s trusses used in anon -corrosive environment, 5. Design assumes trusses are to n must be designed and provided by designer of complete structure, se and are for "dry condition" of use. Computrus assumes no responsibility for such bradng. 6. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc. DES. BY: `_ - fJ�(f S. No load should be applied to any component unto after all bracing and fastener no time should any loads than design necessary. 7. Design assumes adequate drainage is red. ere complete• and at greater 8. Plates shall be located on both faces of truss, and placed so their center f truss, c Toad. b• appaed to any component. be a Imes coincide with joint center Imes. MANUFACTURING ENGINEERING COMPUTER SYSTEMS SED .: 303065 6. COm has ret OOn Over and ae.Ymn n0 fH Ibllh f01 the p pon' y . . 9. Digits indicate size of plate In inches. fabrication, handling, shipment and Installation of Component.. 1 O. For basic design values of the Computrus Plate, indicated by the prefix 7. This design Is fumished subject to the Bmhauons on truss designs set forth by the Tru.. plate Institute In"Bradng Wood Trusses, HIB -81", a copy of which wla befumhhed by CompYtru, upon request. "C", see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator (181 indicates 18 ga, material is used. All others are 20 ga. '(IOM *4- ICBG Evaluation Service, Inc. °°°` .; 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 ti A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Report No. 4211 Copyright © 1996 ICBO Evaluation Service, Inc. Reissued April 1, 1996 Filing Category: FASTENERS—Steel Gussett Plates (066) COMPUTRUS TRUSS PLATES COMPUTRUS, INC. 10370 HEMET STREET, SUITE 200 RIVERSIDE, CALIFORNIA 92503 I. Subject: CompuTrus Truss Plates. II. Description: A. General: The CompuTrus Truss Plates are punched from Nos. 18 and 20 gage galvanized sheet steel meeting mechanical re- quirements established in U.B.C. Standard 22-1 forA446 Grade A or high- er steel. The plates have 9.4 teeth per square inch of plate, each approxi- mately 1/3 inch in length and approximately 0.106 inch in width. The teeth are punched in pairs, with each pair spaced 1/4 inch on center along the width of the plate, and 0.85 inch on center along the length. Alternating rows of teeth are staggered .10 inch from adjacent rows. The "CN" series plates are identical fo the "C" series, except that every third row of teeth is omitted. Plates are available in increments of 1/2 inch in width, up to 12 inches, and 0.85 inch in length, as required by the design. The plates are applied to truss members in pairs on each face of each joint with a power press constructed in accordance with the manufacturer's specifications. B. Identification: The CompuTrus series C plate is embossed with the letter "C" for the No. 20 gage plate and "C18" for the No. 18 gage plate. The No. 20 gage CN series is identified by the letters "CN" embossed on the plate, and "CN18" for the No. 18 gage plate. III. Evidence Submitted: Descriptive literature, details, calculations and load tests are submitted in compliance with Section 2343 of the code. Findings IV. Findings: That the CompuTrusTruss Plates described in this report comply with the 1994 Uniform Building Code-, subject to the following conditions: 1. The connectors are installed as set forth in this report. 2. Allowable loads are as set forth in Table 1. 3. The allowable loads may be increased for duration of load in ac- cordance with Section 2304.3.4. 4. Connectors are installed in pairs on opposite faces of the mem- bers connected and are not installed at locations where knots oc- cur. 5. Application of truss plates to wood members.with a moisture content exceeding 19 percent requires that only 80 percent of the load values in Table 1 be used. Plans submitted to the building official for approval must indicate a maximum moisture content for the wood at the time of plate Installation. 6. Stresses at the net section of steel plates are not in excess of the values permitted in Chapter 22 of the code. The maximum ten- sile load is determined by multiplying the efficiency ratio times the gross area of the plate times the steel design stress. 7. Where one-hour fire -resistive construction is required, see Evaluation Reports 1352 and 1632. 8. The allowable load values are recommended only when plans, truss designs and calculations are submitted and accepted by the building official as showing compliance with the Uniform Building Code and specifying that fabrication Inspection will be . provided in accordance with Section 2311.6 of the code. 9. Trusses are individually designed in accordance with recog- nized engineering principles. This report is subject to re-examination in two years. TABLE 1—ALLOWABLE LOAD IN POUNDS PER SQUARE INCH -OF PLATE CONTACT AREA1,2 TYPE OF PLATE SPRUCE---PUIE-41R t.UMM SPECIES NEM --4111 SOUTHERN YELLOW PINE DOUGLAS FIR -LARCH EFFICIENCY RATIO IN PERCENT Direction of load with Respect to Ottaetloo at load eAth Raped to Ohdfon of load with Respect to Direction of Load rtth Resped to the Length ate Lmptt the Length the Length of the Plate of the PGti of the Rate of the Plate Direction of Load rat Regsd to the Lenatt of the Pleb 00 to 450 1 460 to 90O 0019450 450 to 900 0° � 48a to 900 00 to 4500 to 900 I8 00 900 C 165 146 165 146 204 l61 204 161 59 42 CN 1 110 1 97 1 110 97 136 1 107 1136 107 74 42 'Loads are based on the following specific gravities: Spruce -pine -fir 0.42, hem -fir 0.43-0.46. Douglas fir -larch 0.49-0.50 and southern pine 0.55+. ZLoads are calculated on the basis gross plate area. Evaluation reports of iCBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or othertechnical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical staj%has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There it no warranty by ICBO Evaluation Service, inc., express or implied, as to any "Finding" arothermatter in the report oras to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 1 CompuTrus, Inc. 10370 Hemet St., Suite 200 Riverside, C4 92503 (909) 343-1302 Fax (909) 313-3180 General Notes, unless otherwise noted: _t 1. Design to support loads as shown. All lateral force resisting elements such as temporary and permanent bracing to be designed and provided by others. 2. Design assumes the top and bottom chords to be laterally braced at 31-0" o.c: and at 12'-0" o.c. respectively. 3. For recommended bracing details, see-!-"' Bracing Wood Trusses,BWT-76" by the Truss Plate Institute. 4. 1x3 continous lateral web bracing where shown+. 5. Impact bridging or lateral bracing recommended where shown++. 6. Installation of truss is the responsibility of the respective contractor 7. Design assumes trusses are to be used in a non -corrosive environment and are for "dry condition" of use. 8. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 9. Design assumes adequate drainage is provided. 10. Plates shall be located on both faces of truss and placed so their, center lines coincide with joint center lines. 11. Digits indicate size of.;*plate in inches. 12. For basic design valuesof the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211 13. The Computrus Nel Section Plate is indicated by the prefix. "CN", the designator (18) indicates 18 ga. material is used. All others ar 20 ga. i 4 CompuTrus Inc. NON-BEARING PARTITION PERPENDICULAR TO TRUSSES TRUSS BOTTOH CHORD n TRUSS CLIP 0 QUAL WITH 1-16d NAIL OR ,, EQUAL. SDC1I CH A - 2x1 BLOCK -ATTACH MITH 2-16d NAILS AT EACH END 1-16d TRUSS BOTTO CHORD SECTION B -B FILE NO.: CONNECTION DETAI DATE: 6/1/et AEF.: 23.13'10ES. BY: SC SEO.. STANDARD 2x1 BLOCK SPACED 24`O.C. TYPICAL NON -BEA ING PART TRUSSES SPACED AS REQUIRED O1 NNAIL TRUSS TO(1�NAIL SPACER BLOCK LOCK TO TRUSS 3. SET NEXT BACK NAIL AFTER AA RUSS AND /-TRUSSES ARE ERECTE TOE NAIL - PLATE e4-1 C4-1 C4 /0. rn Z 10. 4080' Building Address ss do 51-100 Hanza Addr Owner Deserot Domos Mailing Address 7220 Trade sg, : 0.100 City IZip ITel. Contractor Address Same Zip P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 State Lic.I City & Classif. 330551 Lic. # 850 Arch., Engr., Designer Address Tel. CityI Zip I State I Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, -and my license is in full force and SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, atter, 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 thathe 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, 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.) O 1, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed i1 the permit Is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date 'Z ' <<f Owner NOTICE TO APPLICANT: g, 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 Dale Mailing Address City, State, Zip BUILDING: TYPE CONST OCC. GRP. P. Number 773-1$2•-003 :gal Description oject Description Retaining Wall 32" x 50' 20" X 70' 043 C t, REMARKS f,AP� )st#a►'AP 0'44,1 Ott itt-b'tj 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 IN.S/PJ(yynR6 Issued by: Date 77 ..LL Permit Validated by: Validation: 1 WHITE - FINANCE, PINK - APPLICANT, GREEN - BUILDING, GOLDENROD - ASSESSOR'S OFFICE, HARD COPY - FILE Sq. Ft. 'Size No. No. Dw. Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation x ,� PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const.+. r �% Mech. Electrical Plumbing S.M.I. . 30 Grading Driveway Enc. Infrastructure TOTAL+` • U`1 REMARKS f,AP� )st#a►'AP 0'44,1 Ott itt-b'tj 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 IN.S/PJ(yynR6 Issued by: Date 77 ..LL Permit Validated by: Validation: 1 WHITE - FINANCE, PINK - APPLICANT, GREEN - BUILDING, GOLDENROD - ASSESSOR'S OFFICE, HARD COPY - FILE CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES tST FL SO Fl rp $ UNITS SLAB GRADE ROUGH PLUMB BONDING YARD SPKLR SYSTEM 2ND FL SO FT. q FORMS SEWER OR SEPTIC TANK ROUGH WIRING MOBILEHOME SVC. BAR SINK POR SO FTof GAS (ROUGH) METER LOOP GAR SO. FT. POWER OUTLET ROOF DRAINS GAS (FINAL) TEMP. POLE DRAINAGE PIPING CAR P. I SO FT. a GROUT WATER HEATER WALL SO FT rd FINAL INSP. DRINKING FOUNTAIN W�BDND BEAM �r�.��i� WATER SYSTEM URINAL SO FT g =$ LUMBER GR. ESTIMATED CONSTRUCTION VALUATION $ FINAL INSP. WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTONDISHI APPLIANCE DRYER VENTILATION - GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED FIRE ZONE ROOFING LAUNDRYTRAY AIR HANDLING UNIT CFM FIREPLACE 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 SO. FT. @ c WATER HEATER MAX. HEATER OUTPUT. B.T.U. SO. Ft. RESID g 1V. c SEWAGE DISPOSAL SO.FT.GARrq 2Vc HOUSE SEWER GAS PIPING PERMIT FEE 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 8 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 WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP.IEOUIP. REINF. STEEL �/ �� GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. W�BDND BEAM �r�.��i� WATER SYSTEM GRADING cu. yd. $ plu5 xE =$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING _ REMARKS: VENTILATION - FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR, GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIONATURESIINITIALS _ GARDEN WALL FINAL Building Address Owner T4t�t 4 4 Q" 51-800 Mendoza Deseret H+C3w* • Ltd. P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Mailing Address 7221 Trade 8tre e t Suite 100 City Zip Tel. Han Diego 1 92121 1 693-8444 Contractor ress City The Lendel Corp. & Classif. 330551 I Lic. # 859 Arch., Engr., Designer Address Tel. CityI Zip I State I Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. !, ii Jr' SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Susiness and Professions Code: Any city or county which requires a permit to construct, after, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions o/ the Contractor's License Law, Chapter 9 (commencing with Section 7000) or Division 3 of the Business and Professions Code, or thathe 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, 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 o/ 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 o/ completion, the owner -builder will have the burden o/ proving that he did not build or improve for the purpose or sale.) O I, as'dwner.ofthe property, am exclusively contracting with licensed contractors to con- struct the' project. *(Sec. 7044, Business and Professions Code: The Contractor's License Law does not,apply-to°an owner o/ property who builds or improves thereon, and who contracts for such projects with acontractors) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company 'r O Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed i/ the permit is for one hundred dollars ($100) valuation or less.) I 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 Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration If work thereunder is suspended for 180 days. I certify that I have read this application and state that the above Information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip BUILDING: TYPE CONST. OCC. GRP. -4� A.P. Number Legal Description Project Description 773-182-003 Sq. Ft. Size - _ No. No. Dw. Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuationt•��� PERMIT AMOUNT Plan Chk. Dep. $250.00 Plan Chk. Bal. S 83.07 Const. 385.00 Mech. 33.00 Electrical 79.1I,yr• Plumbing 119.00 S.M.I. 5.85 Grading 20.00 Driveway Enc. 20.00 Infrastructure 1 rt U3,1 . 3u TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date 7/6/88 Permit Validated by: Validation: WHITE FINANCE PINK APPLICANT GREEN -BUILDING, GOLDENROD - ASSESSORS OFFICE, HARD COPY FILE . CONSTRUCTION ESTIMATL NO. ELECTRICAL FEES NO. PLUMBING FEES ' IST FL SO FT y S UNITS e/SLAB GRADE /d�1.�'�O ROUGH PLUMB BONDING YARD SPKLR SYSTEM `- 2ND FL SO FT. C FORMS SEWER OR SEPT ROUGH WIRING MOBILEHOME SVC. BAR SINK POR SO FT. a GAS (ROUGH) METER LOOP GAR SO. FT. 0 POWER OUTLET ROOF DRAINS GAS (FINAL) TEMP. POLO/(/?'(z DRAINAGE PIPING CAR P. I SO FT. a GROUT WATER HEATER WALL SO. FT. @ FINAL INSP. DRINKING FOUNTAIN SO. FT. 0 WATER SYSTEM URINAL ESTIMATED CONSTRUCTION VALUATION S -$ WATER PIPING NOTE: Not to be used as property tax valuation FRAMING FLOOR DRAIN MECHANICAL FEES t ►r``Ilvu WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASH ER(AUTOHDISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY 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 SO. FT. c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID g I'A c SEWAGE DISPOSAL ULATIONISOUND2 &'-r-Cl SO.FT.GAR rg 3/.c HOUSE SEWER FINISH GRADING GAS PIPING PERMIT FEE 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 8 AIR COND. SOLAR „SETBACK /6 .• Y GROUND PLUMB ��� UNDERGROUND A.C. UNIT COLL. AREA e/SLAB GRADE /d�1.�'�O ROUGH PLUMB BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPT ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP.IEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLO/(/?'(z GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. y plus x$ -$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING t ►r``Ilvu r l /�� 1' IT REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR, GAR. FIREWALL LATHING MESH ULATIONISOUND2 &'-r-Cl FINISH GRADING e4k!�INAL INSPECTIONS' C CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL City & state L CAT. NO. NNO0582 TO 1923 CA (2-83) RECORDING REQUESTED BY 9 TICOR TITLE INSURANCE IY O COMPANY OF CALIFORNIA 0 L:uunty or xiversiae, ,L'aLe Or Caiitornia, as per map recorded Book 18 Pages 79 and 80 of Maps, in O Y C co AND WHEN RECORDED MAIL TO �r . -I T W Y Deseret Homes, Ltd. 0 Name `� s v (3 °w 7220 Trade Street Ste. 100 °�_Jy Street San Diego, CA 92121 - Address =) =) Attn: Verna Lench C& City & v O state L r J MAIL TAX STATEMENTS TO W Name Same as above Street Address City & state L CAT. NO. NNO0582 TO 1923 CA (2-83) J SPACE ABOVE THIS LINE FOR RECORDER'S USE Individual Grant Deed THIS FORM FURNISHED BY TICOR TITLE INSURERS A.P.N. 773-182-003-5 i1Z Theundersigned grantors) declare(s): Documentary transfer tax is $ 7. 70 (xx ) computed on full value of property conveyed, or ( ) computed on full value less value of liens and encumbrances remaining at t,,,le of sale. ( ) Unincorporated area: ( xx) City of La Quinta , and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, DOYT H. STEELE and JANELLE D. STEELE, husband and wife as joint tenants hereby GRANT(S) to DESERET HOMES, LTD., a California limited partnership the following described real property in the City County of Riverside 9 IY 119, of Santa Carmelita Unit No. 12, in the City of La w a v� 3�1 L:uunty or xiversiae, ,L'aLe Or Caiitornia, as per map recorded Book 18 Pages 79 and 80 of Maps, in fY Y C co Ix T W Y O L6 0 `� s v (3 °w � °�_Jy N - =) =) C& P- v O v r , y « �o. N W J SPACE ABOVE THIS LINE FOR RECORDER'S USE Individual Grant Deed THIS FORM FURNISHED BY TICOR TITLE INSURERS A.P.N. 773-182-003-5 i1Z Theundersigned grantors) declare(s): Documentary transfer tax is $ 7. 70 (xx ) computed on full value of property conveyed, or ( ) computed on full value less value of liens and encumbrances remaining at t,,,le of sale. ( ) Unincorporated area: ( xx) City of La Quinta , and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, DOYT H. STEELE and JANELLE D. STEELE, husband and wife as joint tenants hereby GRANT(S) to DESERET HOMES, LTD., a California limited partnership Dated: July 2. 1986 STATE OF CALIFORNIA COUNTY OF On before me, the undersi ned, a Notary Public in and for said S a personally appeared 7�Irit ,S/ S • ego personally known to me or proved to me on the basis of sat- isfactory evidence to be the person whose name_ subscribed to the within instrument and acknowledged that l.n executed the same. WITNESS Iny hand and official seal. Signature 10, F.O. 19; �4 NO z ELLE D. STEELE ti OFFICIAL SEAL • KATHLEEN MARKS NOTARY PUBLIC CALIFORNIA PRINCIPAL OFFICE IN LOS ANGELES COUNTY My Commission Expires March 12, 1990 (This area for official notarial seal) I Title Order No. 470802 Escrow or Loan No. A-1139557 MAIL TAX STATEMENTS AS DIRECTED ABOVE in J� the following described real property in the City County of Riverside of La Quinta , State of California: Lot 22,yBlock 119, of Santa Carmelita Unit No. 12, in the City of La Quinta, L:uunty or xiversiae, ,L'aLe Or Caiitornia, as per map recorded Book 18 Pages 79 and 80 of Maps, in the Office of the County Recorder of said county. n� V - Dated: July 2. 1986 STATE OF CALIFORNIA COUNTY OF On before me, the undersi ned, a Notary Public in and for said S a personally appeared 7�Irit ,S/ S • ego personally known to me or proved to me on the basis of sat- isfactory evidence to be the person whose name_ subscribed to the within instrument and acknowledged that l.n executed the same. WITNESS Iny hand and official seal. Signature 10, F.O. 19; �4 NO z ELLE D. STEELE ti OFFICIAL SEAL • KATHLEEN MARKS NOTARY PUBLIC CALIFORNIA PRINCIPAL OFFICE IN LOS ANGELES COUNTY My Commission Expires March 12, 1990 (This area for official notarial seal) I Title Order No. 470802 Escrow or Loan No. A-1139557 MAIL TAX STATEMENTS AS DIRECTED ABOVE in J� 20 Z O_ U w rn To Z O F_ U w U) U) Y Q 2 W Ir U Z O U W COUNTY OF RIVERSIDE, ENVIRONMENTAL HEALTH SERVICES DIVISION PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM 1773 —182 —003-5 Applicant: Submit this form with four copies of a scaled plot plan (1-20 scale) drawn to County specifications required on the attached check list. A non-refundable filing fee of $37 is required when the application is submitted. Check must be made payable to the County of Riverside. Building Department Application Log # Name (Owner, Agent, Contractor, Etc.) Mailing Address DESERET HOMES, LTD. 17220 TRADE ST., SUITE 100 City State Zip Code Telephone SAN DIEGO CA 92121 1 (619) 693-8444 'Job Property Address 51-800 AVENIDA MENDOZA 'City or CommunityLegal LA QUINTA Description of Property. (Lot, PM, TR) LOT 22 BLK 119 SANTA CARMELI t7 T F T TMrrA .. 1 NIT :112 'Assessor's Parcel No. Water Agenc)X ' ell DWELLING W/ Lot Size Peril Planning Case N j„_ ESFD.OMH 773 —182 —003"5 CVWD Site Preparation Etc. SFD 50x100 17r;StXk;T hums, LTD. JUNE 17, 1988 Signature of Applicant VZXNA Lis^Cki,PDate LENDEL CORP , GEN PARTNER -The above information must be verified from Building Application STAFF USE — DO NOT WRITE BELOW THIS LINE Initial, Date Certification of Existing S.D. System required. ❑ Yes 01 No WQCB Clearance required. ❑ Yes 1P No Soils feasibility report required. E) Yes ENo J ` fife IeEF boring eport r' egdired. ❑ Yes 7 No I Detailed contour plot plans required. ❑ Yes No I Staff Specialist approval required. ❑ Yes 19 No Lot Inspection Date Soils/boring report by C) t%N ' Project # Date Soils Map Page Soil Type Approved by Date Type of System: No. of Bedrooms (1) Septic Tank Soil Rate Required ElExisting ®9 New ElAdditional 11Replacement 7 K I JZP— IN, (A )< L t—oGals. (2)'Leach line sq. ft. Sidewall allowance Install Line(s) Ft. Long, Leach bed Sq. (Bottom trench area) ft. rock/ Sq. Ft. Ft. wide with min. inches Ft. of bottom,, per running ft. ❑ N/A rock below drain lines area Leach lines/bed-special design for slope: (3) Pit Diameter No. Pits PitBI Seepage Pit total depth Applicable N/A Overburden factor El 5' E) 6' t L Ot Max. allowable depth t'0 u I VA Y\ X 00 1 C YP6 v+S IC% QF This application is' -approved' /denied for the design of a subsurface disposal system as indicated on the accompanied plot plan using the requirements set,fortji in Section B above. A building permit is necessary for the installation of the above -designed system. i (1) Septic tank and sewer lines must be 50' from any wells (2) Leach lines must be 100' min. from any wells including expansion area , must LC' `(3))Seeepage pits be 150' min. from any wells including expansion area,- (-A+ - ' V �' Lu t �C � I' \ t �,�i �/ �' -G -� • rJ (i 1 �r �t Signature of Health Official Date RECEIPT NO.J�4� (_1District: El Riverside � Indio - ❑ Hemet Distribution: WHITE—Office file YELLOW—App DOH -SAN -122 (Rev. 6/86) Issued by �>/e_ Date !r-' a? -0- 7f ❑ Perris ❑ Rancho Calif. ❑ Blythe ;ant PINK—Bldg. Dept, GOLDENROD—Pending File I CA r LEIGHTON AND ASSOCIATES, INC. Geotechnical and Environmental Engineering Consultants October 21, 1988 Project No. 5870154-01 TO: Lendel, Inc. 7220 Trade Street San Diego, California 92121 SUBJECT: Report of Compaction Test Results, Building Pad, 51-800 Avenida Mendoza, La Quinta, California At your request, we have performed four compaction tests on the near surface soils at the subject site. The test results and approximate test locations are detailed on the attached sheets (Figures 1 and 2). The maximum density and optimum mois- ture were determined as per ASTM Test Method D1557-78. The field density tests were performed with a nuclear densometer in accordance with ASTM Test Method D2922-78. The scope of our work was to perform compaction tests only and not to provide soil or foundation engineering recommendations. Our services were performed after the building pad was completed. The scope of our work did not include observing the grading operation during placement of fills to check for uniformity of materials used, construction' methods, etc. Therefore, we cannot make any statement about conditions below or beyond our test locations. Should you have any questions regarding this report, please contact us. Respectfully submitted, LEIGHTON AND ASSOCIATES, INC. Douglas E._Stephenson Staff Engineer DES/BJI/mu Distribution: (3) Addressee Brent J. Inghram, RCE 40264 Chief Engineer Enclosures: Figure 1, Compaction Test Summary Figure 2, Sketch 74-240 HIGHWAY 111, PALM DESERT, CALIFORNIA 92260 (619) 568-0993 FAX (619) 341-7490 1 DAILY FIELD REPORT Na: Job Dame: LENDEL INC. Project No.: C�g�015L�_QI Date: 10 -al -g8 Location: 51-900 Avenida Mendoza Weather: Sca�nY/deaf Day; F.',J Contractor: Foreman: Field Technician: MR Miles: Hours: Equipment Working: Inspection / Tlesting of Bui Id in Pad Test No. Test Location Elevation or Depth Soil Type Optimum Moisture Field Moisture maximum Density Field Density Rel.. Comp. I SEE SKETCH I`.G -)'+- A 10.S U I -AO 115.E 93 a F G.- I' + I I 1 4.5 1R.9 95 3 F.G. gs 114.0 92 y FG. —*I'± 9.3 114.0 9.q Summary of Operations: FG = FwA G mJe Soil Thm A: Meditam t w vmv� Lolomtory HokX'JPKt4M NY Densify=124.0 Pd 9 10.5o Supervisor: Engineer: Geologist: Todays Yardage: Yardage to Date: 0 LEIGHTON and ASSOCIATES 17975 Sky Park Circle, Suite E, Irvine, California 92714 Tel: (71 4) 556-1421 556-1422 lona (4.77) WHITE — File Copy YELLOW — Client Copy PINK — Field Copy GOLD — Office Copy I L, N I RA rn 0 0 U ' O 0 c 5 0 r A RELIABLE RE -FABRICATED TRUSSES CERTIFIE INSPECTION I.C.B. AA -513 I.C.6.01 E.R.#4211 IN AC6.ORDANCE WITH U.B.C. 25-17 L.A.CITY R.R.24592 L.A.CITY:.FAB LIC.#1079 RELIABLE .T1'USS',- INC. 10375 BEECH AVENUE, FONTANA, CAUFORNIA 92337 • P.O. BOX 1587, FONTANA, CALIFORNIA 92334 TELEPHONE (909) 350-1050 • FACSIMILE (909) 355-947 FIRE REPAIR TRUSSES 5-20'-7" STANDARD 41/12 PITCH 26" TAILS SPACING 24" O.C. TILE LOADING CUSTOMER PAUL DAVIS SYST OWNER CONTRACTOR PROJECT FIRE REPAIR LOCATION LA ou1NTA, rA LL( ��q s _t L 7 ✓, Q 0 / y, RELIABLE RE -FABRICATED TRUSSES CERTIFIE INSPECTION I.C.B. AA -513 I.C.6.01 E.R.#4211 IN AC6.ORDANCE WITH U.B.C. 25-17 L.A.CITY R.R.24592 L.A.CITY:.FAB LIC.#1079 RELIABLE .T1'USS',- INC. 10375 BEECH AVENUE, FONTANA, CAUFORNIA 92337 • P.O. BOX 1587, FONTANA, CALIFORNIA 92334 TELEPHONE (909) 350-1050 • FACSIMILE (909) 355-947 FIRE REPAIR TRUSSES 5-20'-7" STANDARD 41/12 PITCH 26" TAILS SPACING 24" O.C. TILE LOADING CUSTOMER PAUL DAVIS SYST OWNER CONTRACTOR PROJECT FIRE REPAIR LOCATION LA ou1NTA, rA 0, LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF i2 1- 4 BOTTOM CHORDS: 2x 4 OF i2 1, 2 WEBS: 2x 4 OF STAND 1- 3 TC LATERAL SUPPORT <- 12"OC, UON. BC LATERAL SUPPORT <= 12"OC, UON. 0 0 0 b TRUSS SPAN 20'- 7.00' LOAD DURATION INCREASE - 1.25 SPACED 24.011 O.C. LOADING LL( 16.0) +DL ( 14.0) ON TOP CHORD - 30.0 PSF OL ON "BOTTOM CHORD = 10.0 PSF% TOTAL LOAD - 40.0 PSFX I15 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI SINGLE MEMBER FORCES 4WGD T 1- -1372 8 1- 1276 W 1- -375 T 2= -993 B 2= 1276 W 2= 400 T 3- -993 W 3- -375 T 4= -1372 LEFT = 720 RIGHT = 720 BEARING AREA REOUIREO (SO. IN) JOINT 1 1.15 OF / 1.78 HF / 1.70 SPF JOINT 5 1.15 OF / 1.78 HF / 1.70 SPF 12 12 *4J 4.42 L- C-04.3 a4.42 h 4 3' c C -1.5x4.3 1' C -1.5x4.3 0 o Q o �C-2.5x,1.3 C-5x7.7(S) 5 C -2.5x4.3 L L 20-07-00 Scale: 3/8" P. J Oyes F of 40801 2 . 3-31-99 _0F CAS-��� - WARNINGS: General Notes, unless otherwise noted: 1. Read aI General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. An Ver' 1.02 (IL) ' Z. and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at W, Warnings beforo construction Commenw. 3. 1x3 compression web bracing must be Installed where shown +. Y•0 o.e. and at 12'-0' o.e. respectively. . 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss Is the responslbllity of the respective contractor. DATE: 2/26/ 1998 6. AI Lateral forte resisting elements such as temporary and permanent hradnp, 5. Design assumes trusses are to be used in a noncorrosive environment, must be designed and provided by designer of Complete structure• and are for -dry condition' of use. Computrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc. DES. BY:/ 6. No load should be applied to any component until after all bracing and fastenera are Complete, and at no time should any loads than design necessary. 7• Design assumes adequate drainage i9 provided. greater 8. Plates shall be located on both faces of truss, and placed so their center loads be applied to any component. Innes coincide with joint center Imes. MANUFACTURING. ENGINEERING COMPUTER SYSTEMS SED .: 303065 6. CO Utrus has no Control Over and assumes no res cnslbah for the rap p Y 9. Digits indicate size of plate in inches. . fabrication• handling, shipment and hutalatlon of components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This design Is furnished subject to the limitations on truss designs set forth by the Truss Rrtd Plate tnhute In'Bnng Wood trusses. 1,11,118 -91%I8 -91 a copy of which will be fundshed by Computrus upon request. 'C', see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix 'CN', the designator I1 B) indicates 18 ga. material is used. All others are 20 ga. 'lion '' ICBO Evaluation Service, Inc. Cow 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 loss A subsidiary corporation of the International Conference of Building Officials ry EVALUATION REPORT Report No. 4211 Copyright © 1996 ICBG Evaluation Service. Inc. Reissued April 1, 1996 Filing Category: FASTENERS—Steel Gussett Plates (066) COMPUTRUS TRUSS PLATES COMPUTRUS, INC. 10370 HEMET STREET, SUITE 200 RIVERSIDE, CALIFORNIA 92503 I. Subject: CompuTrus Truss Plates. II. Description: A. General: The CompuTrus Truss Plates are punched from Nos. 18 and 20 gage galvanized sheet steel meeting mechanical re- quirements established in U.B.C. Standard 22-1 forA446 Grade A or high- er steel. The plates have 9.4 teeth per square inch of plate, each approxi- mately 1/3 inch in length and approximately 0.106 inch in width. The teeth are punched in pairs, with each pair spaced 1/4 inch on center along the width of the plate, and 0.85 inch on center along the length. Alternating rows of teeth are staggered .10 inch from adjacent rows. The "CN' series plates are identical fo the "C" series, except that every third row of teeth is omitted. Plates are available in increments of 1/2 inch in width, up to 12 inches, and 0.85 inch in length, as required by the design. The plates are applied to truss members in pairs on each face of each joint with a power press constructed in accordance with the manufacturer's specifications. B. Identification: The CompuTrus series C plate is embossed with the letter "C" for the No. 20 gage plate and "C18" for the No. 18 gage plate. The No. 20 gage CN series is identified by the letters "CN" embossed on the plate, and "CN18" for the No. 18 gage plate. III. Evidence Submitted: Descriptive literature, details, calculations and load tests are submitted in compliance with Section 2343 of the code. Findings IV. Findings: That the CompuTrusTruss Plates described in this report comply with the 1994 Uniform Building Code-, subject to the following conditions: 1. The connectors are installed as set forth in this report. 2.. Allowable loads are as set forth in Table 1. 3. The allowable loads may be increased for duration of load in ac- cordance with Section 2304.3.4. 4. Connectors are installed in pairs on opposite faces of the mem- bers connected and are not installed at locations where knots oc- cur. 5. Application of truss plates to wood members.with a moisture content exceeding 19 percent requires that only 80 percent of the load values In Table 1 be used. Plans submitted to the building official for approval must Indicate a maximum moisture content for the wood at the time of plate installation. 6. Stresses at the net section of steel plates are not in excess of the values permitted in Chapter 22 of the code. The maximum ten- sile load is determined by multiplying the efficiency ratio times the gross area of the plate times the steel design stress. 7. Where one-hour fire -resistive construction is required, see Evaluation Reports 1352 and 1632. 8. The allowable load values are recommended only when plans, truss designs and calculations are submitted and accepted by the building official as showing compliance with the Uniform Building Code and specifying that fabrication inspection will be . provided in accordance with Section 2311.6 of the code. 9. Trusses are Individually designed in accordance with recog- nized engineering principles. This report is subject to re-examination in two years. TABLE 1—ALLOWABLE LOAD IN POUNDS PER SQUARE INCH -OF PLATE CONTACT AREA1,2 TYPE of PLATE SPRUCE---PINE-41R LUMBER SPECIES HEM—FiR SOUTHERN YELLOW PINE DOUGLAS FIR -LARCH EFFICIENCY RAiIO IN PERCENT Direction of Load whh Respect to Mellon of load whh Resped to Mellon of Load with Reseed to Direction of Load with Rasped to the Lengm ON len9cet the length the Length of the Plate of 1M P e of the Plate of 11111 Plate Olrectloa of Load with Respect to Me LenoN d1 the Plate 00 to 430 1 460t@900 D0 to 430 460 to 900 00 to 450 1 46010 900 0010450 1 460 to 900 00 900 C 165 146 165 146 204 161 204 161 59 42 CN 110 1 97 110 97 136 107 136 107 1 74 42 'Loads are based on the following specific gravities: Spruce -pine -fir 0.42, hem -fir 0.43-0.36. Douglas fir -larch 0.49-0.50 and southern pine 0.55+. 2Loads are calculated on the basis gross plats: area. Evaluation reports of ICBG Evaluation Service, inc., are issued solely to provide information to Class A members of 1CB0, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or "Commen- dation for use of the subject report This report is based upon independent tests or other technical data submitted by the applicant The ICBG Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There a no warranty by lCBO Evaluation Service, inc., express or implied, as to any "Finding" or other matter in4he report oras to any product covered by the report This disclaimer includes, but is not limited to, merchantability. Page 1 of 1 V CompuTrus, Inc. 10370 Hemet St., Suite 200 Riverside, CA 92503 (909) 343-1302 Fax (909) 343-3180 General Notes, unless otherwise noted: 1. Design to support loads as shown. All lateral force resisting elements such as temporary and permanent bracing to be designed and provided by others. 2. Design assumes the top and bottom chords to be laterally braced at 3'-0" o.c: and at 12'-0" o.c. respectively. 3. For recommended bracing details, see -,."Bracing Wood Trusses,BWT-76" by the Truss Plate Institute. 4. 1x3 continous lateral web bracing where shown+. S. Impact bridging or lateral bracing recommended where shown++. 6. Installation of truss is the responsibility of the respective contractor 7. Design assumes trusses are to be used in a non -corrosive environment and are for "dry condition" of use. 8. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 9. Design assumes adequate drainage is provided. 10. Plates shall be located on both faces of truss and placed so their. center lines coincide with joint center lines. 11. Digits indicate size of.;plate in inches. 12. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211 13. The Computrus Nel Section Plate is indicated by the prefix -"CN", the designator (18) indicates 18 ga. material is used. All others ar 20 ga. CompuTrus Inc. no W! NON-BEARING PARTITION PERPENDICULAR TO TRUSSES TRUSS BOTTOM CHORD TRUSS CLIP 0 QUAL WITH 1-16d NAIL OR „ EQUAL. St7CII CN A- EQUAL BLOCK SPACED 21"o.c. TYPI AL 2x1 BLACK -ATTACH WITH 2-16d NAILS AT EACH END - 1 -16d TRUSS BOTTO CHORD SECTION B -B . NON -BEA ING PART FILE NO.: CONNECTION DZTAIIJ DATE: 6/1/d1 FIEF.- 25.13 -IDES. BY: SC SEO.. STANDARD C� l�. 40306 z �t TRUSSES SPACED AS REQUIRED O] NAIL TRUSS TO NAIL SPACER BLOCK B LOCK TO TRUSS 2: SET NEXT BACK NAIL AFTER T BUSS AND BUSSES ARE ERECTED. .49 TOE NAIL - PLATE C� l�. 40306 z �t