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002085 (SFD)54925 Avenida Alvarado IIIIIIIIVIIIIIIVIIIIIII 43 4 IE P.O. BOX 1504 Building 54-'925 Amanda A4lvwa cb LA QUINO Address TA CALIFORNIA 92253 Owner mailing I Address 43-"360 uh, , WOW41 City lZip ITel. Contractor Sam Address . ty ".IZip I Tel." - State Lic. City & Classif. Be, 413927 Lic. # Arch., Engr., Designer Address Tel. City ! lZip.State /'r''Lic. # _ LICENSEb-CONTRACTOR'S DECLARATION I hereb ,affirm that I am licensed under provisions of-Chapter'9 (commencing with Section 7000)•of ivision 3 of the Business and Professions Code fand'my license is in full force and effect. SIGNATURE ✓ r `DATE I OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Buslness 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 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). - ❑ 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.) ❑ I, 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 if 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 Workeis' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY . I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is'subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating -to building construction, and hereby authorize representatives sof this city to enter the above- mentioned property for inspection purposes.' Signature of applicant Jf Date Mailing Address City, State, Zip ' HARD COPY No. 0024$5 BUILDING: TYPE CONST. OCC. GRP. A.P. Number 774-292"022 Legal Description lot 10 Project Description So •D• ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Sq. Ft. MIG 1665 Size CAR 4Z No. Stories L No. Dw. Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ FINAL DATE INSPECTOR Issued by: Date 2-25-8(permit Validated by: Validation: A4618 3 7 [454.46 CK Estimated Valuation PERMIT AMOUNT Plan Chk. Dep... 250.£10 Plan Chk. Bal. A4.A1 Const.. 397„00 Mech. MAO Electrical 121,77 Plumbing R5 _(if) S. M. 1. > „ 13 Grading 2A,M1 Driveway Enc. 2000 Infrastructure 1.307.63 investigationfi r 417.0A TOTAL 2,704,46 2,454.46 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 2-25-8(permit Validated by: Validation: A4618 3 7 [454.46 CK CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL. SQ. FT. ® $ 2ND FL. SQ. FT. POR. SQ. FT. ® GAR. SO. FT. ® CAR P. SO. FT. WALL SQ. FT. SO. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property tax valuation ROUGH PLUMB.yy FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) (� '1 4 WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER DUCT WORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED GAS (ROUGH) LAUNDRYTRAY AIR HANDLING UNIT CFM HEATING (FINAL)L,OTHER KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB BOND BEAM SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 1+/. c SEWAGE DISPOSAL LUMBER GR. SQ.FT.GAR ® 3/4c HOUSE SEWER � FRAMING FINAL INSP. GAS PIPING PERMIT FEE /c 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 & AIR COND. SOLAR qlLtLp F-1 w111L11.. ROUND PLUMBING UNDERGROUND A.C. UNIT L COLL. AREA /SETBACK � SLAB GRADE /� ROUGH PLUMB.yy BONDING HEATING (ROUGH) (� '1 4 STORAGE TANK FORMS SEWER OR SE C;V ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP if HEATING (FINAL)L,OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) �p OEM P. POLE J V 11 G GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM $ GRADING cu. yd. plus x$ _$ LUMBER GR. FINAL INSP. � FRAMING FINAL INSP. ROOFING I� VENTILATION /c REMARKS: FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL ' ZLJ-,;LATHING ►� O) MESH I`. L INSULATIONISOUND L FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL qlLtLp F-1 w111L11.. IIIIIIIIIIIIIIIIIIIIIIIII 44 IE :1 Building Address Owner V( ` 1LtcroN C LNe ✓ C'Z, Mailing Address C1 - 31j0 1f./(h';LNc1l 41,h \L 4 r\ e . P.O. BOX 1504 APPLICATION ONLY 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 City Zip Tel. r-,ko" S's 2ZGo 3 tfo -o L Contractor Address ty lZip State Lic. I City & Classif. I Lic. # 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. _SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 703 1.5. Business. and Professions Code: Any city or county which the, 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 rive 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, 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.) - ❑ 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. 8 P.C. for this reason Date Ownerr/• •1LAT,-1N\ P\ IA/ Z, 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 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. Date Owner NOTICE TO APPLICANT: If, alter 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 — 4 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 DIVISION BUILDING: TYPE CONST. OCC. GRP. A.P. Number , 7 ya Legal Description Project Description r Sq. Ft. No. Stories No. Dw. Units New ❑ Add ❑ Alter ❑ Repair ❑ 'Demolition ❑ Estimated valuation PERMIT AMOUNT Plan Chk. Dep. J ( Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL / v 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 %' ?&,?6 Permit t Validated by: Validation: A 4 0 6 7 1 30 250.00 CK CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL. SQ. FT. ® $ UNITS SLAB GRADE ROUGH PLUMB. BONDING YARD SPKLR SYSTEM 2ND FL. SQ. FT. @ FORMS SEWER OR SEPTIC TANK ROUGH WIRING MOBILEHOME SVC. BAR SINK POR. SQ. FT. ® GAS (ROUGH) METER LOOP GAR. SO. FT. ® POWER OUTLET ROOF DRAINS GAS (FINAL) TEMP. POLE DRAINAGE PIPING CAR P. SQ. FT. GROUT WATER HEATER WALL SQ. FT. FINAL INSP. DRINKING FOUNTAIN SQ. FT. ® WATER SYSTEM URINAL ESTIMATED CONSTRUCTION VALUATION $ _$ WATER PIPING NOTE: Not to be used as property tax valuation FINAL INSP. FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASH ER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM FIRE ZONE ROOFING KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB LATHING SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL SO.FT.GAR ® 3/ac HOUSE SEWER FINISH GRADING GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE IL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR CON D. 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.IEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ _$ 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 SIGNATURES/INITIALS. GARDEN WALL FINAL . �.__ �� I, I IIIIIII VIII III VIII IIII 49 JOHN H. HACKER, CIVIL ENGINEER, PALM SPRINGS LATITUDE.33.8 WINTER TEMP. 31 DEG. SUMMER TEMP. 110 DEG OWNER - ------------------------------------------------- JOE SITE LOCATIONGr�/� ----------------------- REF.CAL.ENERGY CONSERVATION DESIGN MANUAL, FORM 2, HEATING LOSSES MANUAL J.FOR COOLING LOSSES AREA BLDG 1565 SO.. FT: PERIMETER 155 SO.. FT. INSULATION R VALUES ...SLAB 7 ...CEILING 38 ...WALL 11 ... AREA NORTH WINDOWS 40 SO..FT. PERCENT OF AREA 2.4024 AREA EAST WINDOWS.25 SO..FT. PERCENT OF AREA 1.5015 AREA SOUTH WINDOWS 49 SO..FT. PERCENT OF AREA 2.94294 AREA WEST WINDOWS 9 SD..FT. PERCENT OF AREA .540541 AREA SKYLIGHTS 15 SO..FT. PERCENT OF AREA .950951 TOTAL WINDOW AREA 123 SO..FT. PERCENT OF AREA 7.38739 THE U VALUE OF THE WINDOWS'IS .55 (.65= DUAL PANE, 1.1= SINGLE PANE) THIS BLDG USES DRAPES & FLAT.SHADING DEVICES ON WINDOWS(S.C.=.41) c* mini -blinds, rollar shades, venetian blinds or vertic=al blinds) THE TOTAL S.C. OF THE WINDOWS IS 0.29 SOUTH OVERHANG LENGTH 2 INTERIOR THERMAL MASS AREA = 198 SO. FT ATTIC AREA = 1555 S0. FT INFILTRATION (STD 0.018, MEP 0.014, TIGHT 0.012) - .014 HEATING LOSSES FOOTING" LOSSES... 3555.55 BTU CEILING LOSSES... 1543.92 BTU WINDOW LOSSES... 3118.05 BTU WALL LOSSES.... 3485.04 BTU INFILTRATION LOSSES... 7272.72 BTU TOTAL HEAT LOSSES BTU/HR... 19085.3 GAS FURNANCE SIZE 70737.5 BTU OR 45,000 BTU COOLING'LOSSES FOOTING LOSSES...'3558 BTU CEILING LOSSES... 1585.08 BTU WINDOW LOSSES... 5895.55 BTU WALL LOSSES.... 3574.4 BTU INFILTRATION LOSSES... 7459.2 BTU NO. OF PEOPLE... 6 COOLING LOSSES... 2400 KITCHEN... 1500 BTU DUCT LOSSES INCLUDED IN TOTAL TOTAL COOLING LOSSES 26173.3 BTU ✓'LIHNCE CHECK; LIST PER DESIGN DATA IS BUILDING UTILIZES INSU—FORM SLAB EDGE.INSULNTION R-7 SLAB ON GROUND, WALL INSULATION, CEILING INSULATION, HTTIC, NORTH WINDOWS GLAZING EAST WINDOWS GLAZING SOUTH WINDOWS GLAZING NEST WINDOWS GLAZING SKYLIGHT GLAZING EAST SHADING COEFFICIENT SOUTH SHADING COEFFICIENT WEST SHAPING COEFFICIENT NORTH SHADING COEFFICIENT SKYLIGHT SHADING COEFFICIENT INFILTR.gT ION THERMigL MASS 198 SQ.FT SOUTH OVERHANG 0 POINTS —6 POINTS 0 POINTS 4 POINTS 61aS FORN14NCE 76 SE AND REFRIGERATION COOLING 0 POINTS 2 POINTS 0 POINTS 8 POINTS —2 POINTS —1 POINTS O POINTS 0 POINTS 0 POINTS —2 POINTS —1 POINTS 4 POINTS 0 POINTS THE EER OF THE COOLING SYSTEM IS 8.7 COOLING 6 POINTS THE ALLOWABLE POINTS PER AB 163 IS -4. FOR THIS AREA 15 THE TOTAL POINTS ARE 12 THE FOLLOWING MANDITOR>' FEATURES/DEVICES ARE REQUIRED PERCAC TITLE 24 INSULATION 9S SPECIFIED; PER MANUFACTURES LABLE INFILTRATION CONTROL..DOORS, WINDOWS FULLY WEATHERSTRIPPED OPENINGS CAULKED AND SEALED AROUND JOINTS'IN WINDOW AND WALL SOLE PLATES AND ELECTRIC OUTLET GASKETS ON ALL EXTERIOR WALLS MANUF,gCTURED DOORS SHALL MEET APPLICABLE STANDARDS BACK DRAFT DAMPERS ON EXHAUST FAN F1'REPLACES MUST HAVE TIGHT FITTING, CLOSEgBLE DOORS COVERING FIREBOX PROVIDE COMBUSTION AIR INTAKE DUCTS (6 SQ. IN.) WITH TIGHT FITTING DdMP_ER DUCTS; BUILT PER CHAPTER 10 U.M.G. 6,qS FURN14NCE SIZED TO 1.3 DESIGN LOGS t 10 BTUH PER SQ. FT. OR 45,000 BTU SETBACK THERMOSTATS SHALL HAVE AUTOMATIC SETBNCK CAPABILITY 12 PERIODS.PER-24 HR WATER NEATER TO HAVE R-12 INSULATION WRAPPING,. AND R-3 ON FIRST 5' OF PIPE NAT. GAS STOVES SHALL NOTff.NVE CONT. BURNING PIOLTS LIGHT IN KITCHEN AND BATORE FLOURECENT, EXCEPTS BATH MIRROR KIT SINK, TABLE CERTIFIED B _____-- 4..rrr- �- .� -- L--------•�------------------------- OR .1O H. HACKER, R.C.E. 14614 IIIIIIIIIIIIIIIIIIIIIII�50 i. l IE 4-S _CO� S U T H E R N C A L I F O R N I A S I L A N D T E S T I N G, I N C. 6280 RIVEROALE ST. SAN DIEGO, CALIF. 92120 • TELE 280-4321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92 2❑ 7 4- 8 3 1 V E L I E W A Y P A L M D E S E R T, C A L I F. 9 2 2 6 0 • T E L E 3 4 6- 1 O 7 B 6 7 8 E N T E R P R I S E S T. E S C .0 N D I D O, C A L I F. 9 2 0 2 5 • T E L E 7 4 6- 4 5 4 4 March 19, 1986 SCS&T 8631024 Report No. 1 American General 43830 Warner Trail Palm Desert, California 92260 SUBJECT: Report of Relative Compaction Tests, Lots.9, 10 and 22, Avenida Alvarado, La Quinta, California. Gentlemen: In accordance with your request, this report has been prepared to present the results of the relative compaction tests at the subject site by Southern California Soil & Testing, Inc. These services were performed on February 11, 1986. AVAILABLE.PLANS Grading plans were not made available to us to indicate the elevations of our field density tests and to define the general extent of the site grading. Therefore we have provided hand sketches indicating the graded areas and locations of our in-- place n=place density tests. S O U T H E R N 0 A L I F 0 R' N I A S O I L A N D T E S T I N G, I N C., SCS&T 8631024 Report No. 1 March 19, 1986 Page 2 SITE PREPARATION The lots were graded prior to the arrival of a representative of Southern California Soil & Testing, Inc. From our visual observations at the time of testing, it appears that Lot 9 is a cut/fill pad with a maximum depth of fill of 2 feet. Lot 10 is all cut and Lot 22 is all fill with a maximum depth of 1.5 feet. The soils of the pads appeared to be well worked and uniform. No deleterious debris or vegetation was encountered during our testing. FIELD TESTING After the grading operations at the subject lots were completed, a representative of Southern California Soil & Testing, Inc. performed field density tests. The density tests were taken according to A.S.T.M. Test D 1556- 74 and the results of those tests are shown on the attached plates. The locations of the in-situ tests were determined in accordance with their importance and the accuracy and proximity of the survey control provided by other than Southern California Soil & Testing, Inc. representatives. Unless otherwise noted,,their locations and elevations were determined by pacing and hand level methods and should be considered accurate only to the degree consistent with the methods used. LABORATORY RESULTS Maximum dry density determinations were performed on representative samples of the soils used in the compacted fill according to A.S.T.M. Test D 1557-78, Method D. This method SCS&T 8631024 'Report No. 1 March 19, 1986 Page 3 specifies that a four (4) inch diameter cylindrical mold of 1/30 cubic foot volume be used and that the soil tested be placed in five (5) equal layers with each layer compacted by twenty-five ( 25 ). blows of a 10 pound hammer with a 18 inch drop. The results of these tests, as presented on Plate Number 2; were used in conjunction with the field density tests to determine the percent of relative compaction of the compacted fill. CONCLUSIONS Based on the density test results, it is the opinion of Southern California Soil & Testing, Inc. that the on-site soil was moisture conditioned and densified to a minimum of 90% relative compaction. This report covers only the work performed on February 11, 1986. As limited by the scope of the services which we agreed'to perform, our opinions presented herein, are based on our observations and the relative compaction test results. Our work was performed in accordance with the currently accepted standards of practice. No warranty, express or implied is given or intended with respect to the services which we have have performed,' and neither the performance of those 'services nor the submittal of this report should be construed as relieving the grading contractor of his primary responsibility to conform with the job requirements. f. SCS&T 8631024 Report No. 1 March 19, 1986 Page 4 If you should have any questions after reviewing this report, .please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL & TESTING, INC. Reviewed by, J. Daniel Brewer Glenn S. Fraser Project Engineer R.C.E. #39132 JDB:GSF:cj cc: (3) Submitted (1) City of La Quinta (1) SCS&T San Diego North , • - Field Density Test Location Not To Scale 4 • Lot 10 5 • • X 1 2 Lot 9 • 3 �._ Calle Tecate 7 8 O � Lot 22 6 • We have assumed a reference elevation of 100' at the top of existing roadway SOUTHERN CALIFORNIA Lots 9 10 & 22 Avenida Alvarado SOIL & TESTING,INC. BY: GJH DATE: 3-20-86 JOB NUMBER: 8631024 Plate No. 1 SCS&T 8631024 Report No. 1 March 19, 1986 Plate No. 2 FIELD DENSITY TESTS REPORT TEST NO. LOCATION ELEV. OF TEST (FEET) MOISTURE (PERCENT) DRY UNIT WEIGHT ( LBS. /CU. FT.) SOIL TYPE RELATIVE COMPACTION ( PERCENT) DATE OF TEST 1 Lot 9 North Half 101.0 18.7 104.0 2 97.2 2-11-86 2 Lot 9, Center S. Half 102.0 11.3 120.6 1 96.3 2-11 86 3 Lot 9, Near Street 103.0 (F.G.) 11.7 115.8 1 92.5 2-11-86 4 Lot 10, North Half 101.0 (F.G.) 10.3 113.9 1 91.0 2-11-86 5 Lot 10, -South Half 101.0 (F.G.) 13.4 102.3 2 95.6 2-11-86 6 Lot 22, South Half 101.0 5.5 119.5 1 95.5 2-11-86 7 Lot 22, North Half 102.5 (F.G.) 8.3 119.9 1 95.8 2-11-86 8 Lot 22, Rear 102.0 7.9 115.4 1 92.2 2-11-86 F -I * An elevation of 100.0' was assumed at the surface of Avenida Alvarado. SOUTHERN CALIFORNIA <*> SOIL & TESTING, INC. •Q•O RIVEROALE STREET IIIAN 0IE00, CALIFORNIA 92120 LABORATORY'RESULTS SOIL TYPE OPTIMUM MOISTURE (PERCENT) MAXIMUM DRY DENSITY ( LBS. /CU. FT) . y s T S "Z �'V 1: N T j 0 J N' 3 ry SYSTEMS* COMPONENTS ENGINEERING, INC* CERTIFIED w ..INSPECTION o S ICBO AA•583 IN STRICT ACCORDANCE WITH UBC -251.7 PREFABRICATED es j . _ `Y= 0 33>r y X36 j I ,� / G Tom•' L .� �., • _.C.. �=ice C �%' ,�: �.. ;, L/r 2 t 9. 2XGAl-`2Gfc CONNECTORS: PER ICBO 2878, HUD 42.00 OR L.A. RR 23827. PLACED SYMMETRICAL ABOUT JOINT UNLESS DIMENSIONED. SIZES SHOWN COVER MINIMUM STRUCTURAL NEEDS AND MUST BE INCREASED WHERE HANDLING MIGHT CAUSE JOINT DAMAGE. ALL JOINTS TO BE!�ACCURATELY CUT AND BE TIGHT FITTING. FURNISH GENERAL CONTRACTOR WITH THIS PLAN FOR COMPLIANCE. L� SE.E BUILDING ARCHITECT OR ENGINEER FOR ERECTION AND PERMANENT BRACING. THIS DESIGN FOR TRUSS FABRICATION J 10vl_Y. XANAX OR XANAX ENGINEERS NOT RESPONSIBLE FOR JOB CONSTRUCTION, BUILDING DESIGN, ROOF SYSTEM OR ANY 10 ..ATED SYSTEMS. 41151-7-7 IN(? !STR'IES NA.T!OP:.".! CORPOR'•TE 01 -ICE 569r°CHAFFERA !-.,CHINO.CA 917101714.627.7411 XANAX c Z-11 T C - C. - V PA: . ;\ � \ • `"~ Z,,h � ",: � CIVIL. 5p Cr -T, ? T—I:s CONNECTORS: PER ICSO 2878, HUD 42,00 OR L.A. PR 2.3P2-1 PLACEf-, cYklMFTAICAL APOUT IOIN-1 UNLFSS DIMENSIONFr) rl,- F S ;HOWN .OVER MINIMUM STRUCTURAL NEEDS AND Pvl(JST BF. INCRf-.ASF,r; WHERE HANDLING MIGHT CAtJSv-- JOINT DAMAGE. ALL JO!N-T3 10 BE ACCURA,rELy CUT AND BE TIGHT FITTING FURNISH GENERAL CONTRACTOR WITH THIS PLAN FOR COMPLIANCE. rr .;EE BUILDING ARCHITECT OR ENGINEER FOR ERECTION: AND PERMANENT BRACING. THIS DESIGN FOR TRUSS FABRICATION )NLV 1"ANAX OR XANAX ENGINEERS NOT PESPONSIBLF FOL, JOR CONSTRUCT!ON. L3t11Lr)ING OFSIGN, ROOF SYSTFIVI OR A!!y RELArED SYSTEMS. Z (ANAX 04DUSTRIES NATIONAL CORPORATE OFFICE P. 0. BOX 5127. HACI"Jr)A ►HEIGHTS. C A. 91745 XANAK 1 2-1/12 PE -F 9.0 F 5 F 'Ll r t i NOT E 1. HERVY TILE ROOFING. Ti'? '-IF—LI NII? 9.7 L CLERH SPAN - 44-2 CON TLI 4S-6 1 FIT''K =9. TO 43--9 NC4! 7 L.i TC C L.I..i'DL. ) — DF T 1-10-10 r r . LI1.._, L./F; TY° ' � 4 -'0 NCr. 0= Hr TO 4E—LI - �Y 3:1 TO 46— 4 37 Til 44— 7 17 t ' TO TC — Y.L, NMI I DF 31-1. �! _.. L ? .' !. SST HF ._ Lf ii I i D :t_ i. .^.. i... Ir?..;. SFT P 2-1/12 PE -F 9.0 F 5 F 'Ll r t i NOT E 1. HERVY TILE ROOFING. Ti'? '-IF—LI NII? DF TO 44-2 CON TLI 4S-6 NO HF TO 43--9 NC4! TO 1-I6-•4 NO2 DF T 1-10-10 i CON r . LI1.._, L./F; TY° ' � 4 -'0 NCr. 0= Hr TO 4E—LI - �Y �'.I tjLI T,-1 LIQ -.t4 '0 C..._`{ 1D 3 1 r1/ L/4 TYP. --i-: L./ i F . 1.1:_'- Ll �, 1 =rIPT DF TO 40-• 1 1 1 Hr= TO 39-2 DF TO 33-3HF TO i 1pi xx ni L .L r1 4L.- `ir'. _:;'L. TL' 272-•4a t F4._ j.A L114sii L. i CE L./F; TY° ' � rte.. � 1? Ti:3 si� �l_ ET'r-D f �Y 3:1 TO 46— 4 37 Til 44— 7 17 36 TO 7P— 4 2; T` :^ - H �'.I tjLI T,-1 LIQ -.t4 '0 C..._`{ 1D 3 1 r1/ L/4 TYP. --i-: L./ i F . 1.1:_'- Ll �, 1 =rIPT DF TO 40-• 1 1 1 Hr= TO 39-2 DF TO 33-3HF TO i 1pi xx ni L CONNECTORS: PER ICBO 2879, HUD 42.00 OR L.A. RR 23827. PLACED SYMMETRICAL ABOUT JOINT UNLESS DIMENSIONED. SIZES SHOWN COVER MINIMUM STRUCTURAL NEEDS AND MUST BE INCREASED WHERE HANDLING MIGHT CAUSE JOINT DAMAGE. ALL JOINTS TO BE ACCURATELY CUT AND BE TIGHT FITTING. FURNISH GENERAL CONTRACTOR WITH THIS PLAN FOR COMPLIANCE. SEE BUILDING ARCHITECT OR ENGINEER FOR ERECTION AND PERMANENT BRACING. THIS DESIGN FOR TRUSS FABRICATION ONLY XANAX OR,XANAX ENGINEERS NOT RESPONSIBLE FOP. JOB CONSTRUCTION, BUILDING DESIGN, ROOF SYSTEM OR ANY RELATED SYSTEMS. F • Liz-. NLI T I'- c/:.1 } DIFTTE i/17/','—= NL : L XANAX-INDUSTRIES NATIONAL CORPORATE OFFICE P. O. BOX 5127, HACIENDA HEIGHTS, CA. 91745 (213) 333.4524 XANAX .L r1 4L.- `ir'. _:;'L. TL' 272-•4a t F4._ j.A ET'r-D CONNECTORS: PER ICBO 2879, HUD 42.00 OR L.A. RR 23827. PLACED SYMMETRICAL ABOUT JOINT UNLESS DIMENSIONED. SIZES SHOWN COVER MINIMUM STRUCTURAL NEEDS AND MUST BE INCREASED WHERE HANDLING MIGHT CAUSE JOINT DAMAGE. ALL JOINTS TO BE ACCURATELY CUT AND BE TIGHT FITTING. FURNISH GENERAL CONTRACTOR WITH THIS PLAN FOR COMPLIANCE. SEE BUILDING ARCHITECT OR ENGINEER FOR ERECTION AND PERMANENT BRACING. THIS DESIGN FOR TRUSS FABRICATION ONLY XANAX OR,XANAX ENGINEERS NOT RESPONSIBLE FOP. JOB CONSTRUCTION, BUILDING DESIGN, ROOF SYSTEM OR ANY RELATED SYSTEMS. F • Liz-. NLI T I'- c/:.1 } DIFTTE i/17/','—= NL : L XANAX-INDUSTRIES NATIONAL CORPORATE OFFICE P. O. BOX 5127, HACIENDA HEIGHTS, CA. 91745 (213) 333.4524 XANAX I 5.0 L I tS 2 L l y _q 35.T :. 3.3 L. F1= -F7.2!_ 12a -- i H. 4L B-- -S7 41- 2: - 1 i?. 7L E= uz . OL F Ll t . 31 _ L/4 TYP CLERK SPRN= L FT. ]TEE: PITCH E.0/li 104 TILE ROdF. TC (LL+aL )- _G PSF P1: (LL+DL )_= 10.2 P5F C.D.W.PED.=* 5.2 PSF 51• i - - T 2 X 4 NCI DF TP 34- 3 ND2 DF TO 32- 1 CON DF TO 28- 9 SST HF T:I 32" 8 ND I HF TLS -i l - 3 NO2 Hr TO 2H- I rt = c X 4 Nil DF TO 34- 3 N82 DF TO 33-- 2 UN DF TO 21- 4 SST HF TO 34- 3 ND 1 HF TO 32- 6 NO2 HF TO 213-121 WEE= 2 X 4 STD DF OR NF 7D 34- 3 Q�� .�•"' < Qui 34 TO 26'-7"L/Is It 111 s 44 TO 34, t�LT. 8• C. joi..iT 2.54 SPL \ ...... 44 SPL 13 NO SPL 3r TP. 34- 3- 2.55 TC 29- 6 S . 0 34 TO 28- 4- b• 2.54 TO 23-12i `\ \' I LK •.�.� ,� , r = r 34 NO SPL 2.54 SPL 46 TO 26'-0" I`1 44 TO 24'-7 „ 56 TO 34'-3'.' (BI.K) y;.�,... i... 1 V L/3 TYP . L L/12 �' - — - ----- .. 311— ,,� ----- -- L I /GV2=DPT . CHMSER IN FT UNLESS NOTED CONNECTORS: PER ICBO 2878, HUD 42.00 OR L.A. RR 23827 PLACED SYMMETRICAL ABOUT JOINT UNLESS DIMENSIONED SIZES i SHOYVA COVER MINIMUM STRUCTURAL NEEDS AND MUST BE INCREASED WHERE HANDLING MIGHT CAUSE JOINT DAMAGE, ALL JOINTS TO BE ACCURATELY CUT AND BE TIGHT FITTING. FURNISH GENERAL CONTRACTOR WITH THIS PLAN FOR COMPLIANCE. I SEE BUILDING ARCHITECT OR ENGINEER FOR ERECTION AND PERMANENT BRACING. THIS DESIGN FOR TRUSS FABRICATION ) ONLY. XANAX OR XANAX ENGINEERS NOT RESPONSIBLE FOR JOB CONSTRUCTION, BUILDING DESIGN, ROOF SYSTEM OR ANY RELATED SYSTEMS. FILE: NO: T -311 —5 . p---4P*"C 4i 3) GfITE:: 1/5;/77 DRHW 1 NE N11: 10102 X-ANAX 1Np1!cTRIES NA.TICNAL CORPCDATE nFF!CE_ 5690SCHsEFEDAVE. i'HINO PA. 91710/71e._F27-74.1 — XANAX r� s :..- FOR fSNLA,"C.! OR TRV S 4 � ��+N' (SLOR r* .-rE S Sat VAw4. wHIGN nA:TA�� • is e e i� cus�o DPT tiolNT 00007 /LIV n a Cox 6" L o) G A 1 I 1.3 ova .a i A Y (I o ,r M Inco) w/} �1 1 00 LOGAT1 VERT#GAo� w .-dot. e — — — -- — — �$ @(CLeA4 NEED 1! ) Q ��, C, ►FA SPA w VA it (IES _ _ . Ilb xl a r� s :..- FOR fSNLA,"C.! OR TRV S 4 � ��+N' (SLOR r* .-rE S Sat VAw4. wHIGN nA:TA�� • is e e i� cus�o DPT tiolNT 00007 /LIV n a Cox 6" L o) G A 1 I 1.3 ova .a i A Y (I o ,r M Inco) w/} �1 1 00 LOGAT1 VERT#GAo� w .-dot. e — — — -- — — �$ @(CLeA4 NEED 1! ) Q ��, C, ►FA SPA w VA it (IES _ _ . 1 • I I I I , I oR 2.4 STIi L7S :aT' iCeG L. i I _.--r—`�..._• / '/. I I i I I .vim Li J--=c..-. ALL vE=.-fCaL WES TRUSSES Tr�ErE r.+u�' 5E ez-_N ,wG _ -- FC2 F"UL'- -EUGT" OP' TPUSS ^.�"•' "" ALL L:J�` F'�� k ►ns.v BE •l 0 ST R ESS c:, cz .- / :."u �� • f.a r � ��'% 4i�� • •dam.• �•^6..•>.' �.V" ,aa,t:MLOA SPAP - IM mum Lif - fiAAE Of LtMbfR i0A0. XANAX INDUSTRIES :xt _ :>••_ •i•'t. uw� tOtR'�nt1 '.y _ �...'... SPL TOP OOQD BOTTOM Chlom s0 rf.6ErK k� LL Ol •.•.• �... �........... .. r., . D ••. �. -~. 1� . v .... .. -- --- ' - --. -- rTCM O+ORD O l � _ ►� ID. 8r I1T1 - RLwr. O6t_.r SOLA TOT .. ..,... •,... .�•. .. ... .r ... ....,� — "' Y Ip►-7. ..... ............ . .r-........ . a.«.� ..-.... —SKCAL-- ��= .,.,�.i. �'��~'• L r••r V A l�IMA•slot �1�it A 1�_��• ••L ..........eme .•...i.. •,�1't fete/ _ Q, eft — i y t7 9L!!. �10LtiLOwiii.111W KOIir"/1& ftL .......... • Oti f, • �K♦ ••[� `amu/�ayl��• LlAtts• s :.. • ,� 11` � 1 1.. „• ��3•f0 • is �•:S� .t ti�•s�f. 1i)A•?�1 ,t1.1� • RZ1.4 M. IL • 4fo one 0- I .•rte-• — �.•. �.ww�� /:t1 •rtr»SKS �:�s►•� sLiit•E.-&112 -- — — 1 •,-JVC LUAn sssss ).no0is, Jn�pris ZA.^t•1i 1►.no,c ��,•.�oac Ia.CPS h.noSi �4% nPt•__2a 0sr_ i•'•ae t ,.n•�d _t•.0�>l ;1�: L�•�tl sssss iA.C�3� is.Ovsi .1 ate SR r t1.ips III� lS.11904 40 A •• 1. t 1 11 �' l e• 1' �• 3' •• ..• - �. l . ti s• tti llsl la1A 1' �'_ !•_ •• 40 A. lie ft • • _I'_•' GOP see ValeI • '' t� #,site all ♦ OI 2. S AAA �s f• Rest* 0' • �• �• _ '�• Joe Ise 4b so To so t��•��1.s t1�N top 30 let als-I* — lip a 014 -- —fte Ito fto daj n► �.t IttA x'11•_ ••11• �' •• _ �• �' _�• �� ••t1• . Jqfup . �� .. �.. .. �. .r j• �• .• �- •• •- �� if l.1 1A ws l�� {A�17 �' +• �' 1• 1t• t• •tots• _••1 ' ,• '.de 0'so to 4fo one 0- I .•rte-• — �.•. �.ww�� /:t1 •rtr»SKS �:�s►•� BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS ) TRUSS PATE INSTITUTE. INC.. 1976 INTRODUCTION In recognitioro n of the inherent safety of A property braced of •Vssem. Ihe apparent lack of knowledge of tow, whorl, and where to mord edea ate bracing, Aid ,n the interest of Public safety, the Trus Plate Institute, Inc., ,n coir- tatnon with its Component ManutmurtGs eAunc,l membership. ha uridertakar, the preparation of thea r#com. merdaticna SubatAntal mncw+trsred study and dehberatwe review by the TPI T-ctlmcal Adv,aor, Committee Ia Orlsing a membership of the chief structural eng,neens m of member orate manufacturing ro,npan,es, rape. sentatives of the grader c vmmunity. and ,ndeperdent consulting mrynaers) have bean devoted to :1st effort Conwtutfon with the TPI Component Mwufsctw COI, al nes resulted ,n twinging onctial t,ed handling and erection Problems into a shyer fowl. Inclusion of the tenann tive, reeonasdnlons for on-site handling and erection procedure a ora dire" ratult of the cOnalhaliom. It is planned to study furtty and anlarg♦ upon that• tenrativa reOpm endatiom. While rhe micommrdalux" for bracing contained herein Are sound. technically fou, ,t is not intended that they be comidwed the only Inernod for bracing a roof system. Neither should these recommerim. r-om be interpreted a suparipr to car standard that would necesarily be preferred in lieu of an architact's Or anglnaei s design for bracing for a particular roof rMt . Ths moommendahora for brec" wood truss Originate from the coflecti" eaprienee of leading ti chnrical personnel ,n the wood trust .ndusvv, but must due as the nature ofrespnnsrblities involved, be presented only a a quo for the use of A qualified building de:iglu, buuldr, or reeesim convector. Thus. the Trus Ptah Institute eaprnsfy disclaims any responnpbt*ty for Mou*n arising from the use, applic• Tian. Or fefiarsc on the rcornme datront and information tanfained livain by building daaprt or by erection convacton -+.sur r e.. i br drNe � nvrae r►, a r,. or,art. �-G,eirw Ica! stile lid Figura I(a) Figura I(bl wiw..ie rl.` E,aYrt caiwuwor iarsr arwue ir„w mr\ ei„ r wd1„e of i ,wa,,,w,era w It n recommended that diagonal bracing Immimum 2 -inch thick ri muVf lumped to installed At Appro—'aly a 45 degrM angle to the latent tarso. Dagonal bracing should be attached to the opposite side of the lama m e bes rpuat ng lateral bracing Thi bracing may be ciarthnYolq or imrmittrit a the b ,ldlr' des9tls opbori: flpwewer. ,t is ncommianded that nntermitent spacing not taped 20 fact at twice vee hositontal run of the diagonal bracing, a Howey vcarefully wood buses Are das,grmd and fabricated, all this is it stake ,n the final enctron aid bracing of a roof or floor system. It m at chis a,tKal stage of conaructron that many'of the really signiticant design assumptions ate either fulfilled or ignored. If gdaed, the comequances may result ,n a collapse Of ins structure. which at bast ... substantial lots of time and materials, and which at wort could molt ,n a boy of [.to. The Trus Pfau Institute "Design Specdicatigns for Light Mats) Plate Connected Wood Trusses' an recommended tor the Pop, of individual wood tryvs As structural components ontV. Lateral Maung. a may be required by design to reduce buckling length of ,ndwidual Trus members, is a Pot of the wood tesla deslgt and it the Dory bracing that will be specified on the taus design drawing. Lateral bracing ,s to be supplied ,n the sit# Specified and ,nstallad at the location specified On the Trus design drawings by the builder or erection contractor. The building dasag ner or ,nspactpr must asceram flat the specified lateral bracing is properly insulleo and that this bracing n sufficiently Anchored air restrained by diagonal bracing to prevent its movement. Special design requirements, such a wind bracing. Portal bracuq seismic bracing, diaphragms, they wells, a other bad transfer elements and their oath a ons to the wood truss mus be Ppnadered stparaWV by the building designer. Me a"datwmia dila, ioa[ipii and method of mmaetann for d(agtwul bracing a heeded to resit these forces. Oi WMI or von bracing is reopen 0 in the Plana formed by the top, chords, in the plane formed by the bottom dc, and Perpendicular to the true web member, at needed for the overall stab•lity of the entire structure. Trus bracing And cdnractton details stould be drown on the building designer's framing plan as pert of the daagn dn"winga Bracing maeriab An not usually turn it a par of the wood Trus package, and should be provided by the bwlder or erection IP7ntractor. The buitdtr or onctios connector Is respordbts for proper wood the handling and for proper umpmry brapiM Me mus anus rhe the wood Matra am not gVuCU silty damaged durifq ro" ipn and dad they era maintained in Nigntwst before, Ourtrfg, and apt ie maaticat T# , or tkm brukV they foflove, but not nemerrtty a idergara honing plat. It is ravcnres vded dw arecoon bracing be applied An meth ttvs Is pt.ad in powdost a Figure tie) Flgw. 1101 The detign A rood trusses ,n Accordance with TPI des,gn aitare assumes I Truss member are ,renally 1lrarghrim % l, unnton cr section, and uniform in design Propert,K 2 Trusses aro plane structural comooramM installed yertialty, braced to Prevent lateral mpvemnen 1, and Parallel to each other at the design s.PAc,ng. 3. Truss mernbars are pinned at pint% fOr OeWmihupon of ..at forces only, a, rhes ,s conim,r,tV of chord membra% at joints tot dererhnnno. I -on of mOmenl stresses. 5. Compression members Aro laterally resuained at specific ION• tions pr intervals. 6. SUP—Dosed dead or I." load, act v n"Iy, wird wads Are APPlled normal to the oiane of the top chord, and cOh yr jrabsd bAds are aopliw aI a pu,nl. 7. In addition to the lateral brat, ng Vm-t,ed by the truss deslgr, V* building neugner will trsecdV sufficient bracing at right angles to the plane of the Crus to hold -vary trues member ,n the Pardon assumed for it ,n design, S. The building designer (rat the Truss dasgnerl will specify wfl,cient bracing and connections to wrtmnenld Woeal oeding of the rntlre structure. The theory of brKug is to apply suflicnenl support at r,VM angle to the plane of the trust to 'ago every Trus mw to in the position assumed fbr It ,n design. This theory mdst be applied at three sags STAGE ONE: Outing Building Design and Trus Design witch AW true members Are checked la buckling, and lateral bracing a apecifiep n required for each tells member. The building daergrier, mus sp¢ify how this lateral bracing is to be Anchored or mhadad to previa latraal movement should all true ,rteridw oro bracd. and to bucket together as dioeai m Figure d (b). This They be aeon T ishe s by: 1. Anchorage to old aid walla (Figure 1(cl). 2. Disposal bracing m the plata of awb rtax 60 (Figure I (d)A 1 Otter masa as detanninad by the budding costaigfo. WTI: larw situ,+ rs rr a.r tutu. Naw � W wM rt ,r• r/ s t,iw �r anaa� Fig" 2W iii MSI tie sow esu w � r Y�r l' ,�-eawwl erwrr r�fw. rr aYwanlr %.roue tis urs aaav,� ti .� Varr,r� (wird iaM� 11 O,re�,e arm i..rr w 71 taaow,w tri nI wr arnrare r 30 � �w'w""wdw is r7 Ise, STAGE TWO: Outing Trus Erection the builder or ~lea, convaatr must take adequate WKmnioro to Sawa that the an teuar am rat structurally damaged. Proper rigging, including the use of spnlada tan end multiple pickuP Poim4 aNterm required. it wclary to Proven domege during handling; tentative neomnardetiona are week, in theAppandir hies. It is mbe import&" to %areae fhe firs pus at the end of this buildkq aunty. All air Trues are I)ed to the firs Iris. Orr the Figura 21b) bracing system depends to a great salient on hos *" the fire treat ■ brscd Ona atisfactory method is tw the firs Trus too chord to in broad To ■ stake driven into the ground aro wmmlV cice The gtautd bran itsefl lhmkl be supported as dawn In Figure 2 or R a apt b. buckle. AdditaonsM growl bramk in the ooposib direction, we de ria budding an afao remrtwmanded. The groun0 to dbub be touted directly in ism with all rows of top chord continuous lateral bracing. OtMrlew. It" top dbrd of the tint trust ran bend udawan rvd Allow the Hussts to dish. This duh, however Ball PYla A Harrlardous Mean on all connections Of the bracing systems, I.e.. tour a VI of the trump would then be added to any wind force a construction load Arch n bundles of dywOoO of roof shrgles tending to tip the truces over. All floating of bracing Should b clone so that ,f the plats" should tend to buckle or t9. the nafb wall be IOade lalerally, n,n rout withdrawal It is not rocornnended to rural scabs to the end of rhe building to Orifice the farm truss. Tt,t .cab tan break off Of Pull out, thus allowing a total collapse As trusts Are at In plea, the bulbi Or fraction eontraaor mum apply Wffataarlt temporary Waiting to hob the trumes plurnh an algnment and ,n a safe condition until reser pmanent bracing, dec,k, raq�_w andva sheatn.rg Can be installedTemporary bracing should be nod Ief ioa than 2x4 dimension lumbar and should be at long As PracticalPracticalell/� ! for urdling The low of am" spam, Places of lumber between adlaant loded s as rat raOmnlardao, unit" paid temporerlhy In preparation for mediate Installation of longer continua" bracing 18 -feat man,murn .engthl Temporary bracing lumber should be nailed with two double •eaded tad rails at Ovary interwctlon mtl the brood member. Pre-attrnbly of groups of Counts, on the ground, into structurally braced unl4 which are thiow l lifted into plasm a asmbhes ,s an actePUT)w ahrrhatt to the one-" a-tlme method. Exact spacing between poen should be maintained as bracing is Installed to avold the halanyOw Practice of removiq bracing to odium ! ACing as sheathing is applied. This act of ^adjaatmg spacing" ran :Aust Truman to IOPOIe If a key Connecclon n removed at the wrong tome. Truro bracing mum be applied to three planes of relfrence an re the roof system to Insusteboav I Too chord (~h,ng) plane, 2. wee rwnnber Pune Or vertical plane Perpendicular to trumes, and 3. bottom 'hold Ice,hrgl Plane. I. Top Chord Ptue. Mom Important to the bulkier of erection ••wn Hacla 11 bracing in In* Plane Of the too chord. Truss top chords are wKeptible to lateral buckling before they, we braced or sheathed. it d necomnwndd that Continuous lateral bmur be Installed w,m,h a Inches of the ridge linea m tv line end at AOOrox'matNY 8 feet to 10 -feat ,nteMh be—the ridge khe of sloped arum a centro firs of het [rusts and the esves.•For doubt' nenlbar [ruses this tO between 4tarah may be increased to 12 fee to 14 feet. Diagoeeangheh butad bo'wan the Lateral bracing and tat at appro.Imatel 45 oragl", form the trlangles required los 'to Wily In the Plane of tow top dvortl NOTE: Long spans or heavy loads may require dote. between Lateral bracing and clown intervals between diagonals $p+c'19 Figure 31ai illustrates temporary bracing on the plan* of The tog dbrd TO, gable trusts. It Possible, the Continuous lateral bracing for the tog) chord tlloub be D4ced on tra urderdlde of the too chord bre that it will rept how to b •emove.d Is the Plywood deckmg is applied. The trunes are then TWO SMA"Iy even during the decking process, ;�11 Is eq' -"v 40"A weal for tle builder or erection cont install bracing the of recta to Coupes. The low of •sal t brach attern top coat! to 14t roof w Hoa Coutes. Pan,Cular attention is diracted to brew mat the Iw All flet Huron a drown an Faun 3(b). ^g at et, end of flat 2 Web Mstnber Plare. It is also neceseary to "mall temporary, brac,ng In the Plane of the web members. This bracing is usually "111-111"A.— ,rwr a a Irl +cat .usrn_I ew,or —a��'�•'` oars arid.. t "www o, •q ... • %�/ / to ,... ..,.,w, 7- I ell awn aide / aor � r.. •r.wa ,... a o Yin.. bre• wear erre .raw.r mew. �` � on cn,we Frees 31a) I— eew, •rt Figures 3(b) InrtalMd at test lama loCatio" specilisd on the architectural plan for mementoes bracirnp. and may barbme Pan of the Pwmarent bracing. It 's reconwnaradad that diagonal blacug be added at each web member hisquaruog continuous lateral brw" If none is 1pacitid, It is recommwsded Mot It be Placed At no greater than IB fest intervals along the puss Length for roof frusta and a feet mtwrvah fa floor ttUlel It as not generally necessary for diagonal bracing to run eontlnu• outdo, for the full length of the building but n n rewmnleldrd Mat It, $Pacing between Sets of diagonal bracing not escead 20 feet. a twice the horizontal p run of the diagonal bracung. Rows rong of 2x6 stbacks may may also Figure to brace floor Trumps wrier. diagonal bracing is Imppure 4(a) illustrates diagonal bracing in the Plane of the web members. Figure 41bl illustrates the lateral ^Learner, Mat may Occur II lateral bating a used without dlagOhel braOng. 3 Bottom Chad P1tle, In Order to hold proper spacing of the bottom chord. temporary bracing Is recommended in the Diane of the m bottom chord. Contin~ lateral bracing at no grater then a fart to 10 feet on centers along the put length IT recommerhdad full length of the bulMug. heded to the top of the bottom Chord. Diagonal oractrlq • e i rigun Nal iuwrwl Y.e ease a•rae.r >sw.e .• i•r rw M cin neat ,rte. —no— a—. Iwo,alar 11-- w Yb.,y cd". ,Ser wary, Yoe itti.eh "gum amt alween larval$ Placed at aporoa,mato.y 45 dgeas n rewmmeaded for nab,hty of the bottom chord Diagonal bracing ,n the Plane 01 the bottom chord n gw wally not required throughout the length of the building. but .t is recommended tout It be located As law,at each end of the NLdng In most cash temoomry bracing In the plane of the bottom Chord is afamalled at the local,om Wast6fred on the Architectural plan for tormAnent bracing, and t, themlom. lei In plasm a permanem bracing Figure 5 OWTtlatn bracing ,n low Diane of the bottom chord. Full bundles of plywood should not be Placid On [rutin This -natruc,.cn Iced should be Menne to 8 sheen of plywood on any Palo o/ cruses and should be socatd &doom to Ira supports. No utas concentration of any construction mannan (arch As gravel or th,ngles) F�,rre 5 Yew ww.re Ie b lar. W-10 be placed on the trustees In any one are&, they daub be spread Od.T evenly O1er a Large area 10 as to 81010 OVFbadrng any one buss All maclumcal eqwPment should be located only on the uuste sgeCihul!y designed To" II. It should not be dropped Or Mn set Iampwr,Iy n any other Area unless the trusses Are Adequately shored. All flow, bs ues ;their be adaqua4ly "red of pallets of mawnrw� matfran are to be Owed temporarily until the next higher wells are t:n,trwd. STAGE THREE: Permanent 8rac,ng n designed and laaeuhd by rate rr,tect or eingnefr tot the stiucturai safety of the buud,ng it n erre ,esponrbd,ty of the building dn,gne, ho Indicate size, .ocat,on. and attachments for all permanent bracirq as required by drugn analyses. In ¢naeral, IT is definable to desan and IoWr all bracing to that ,f 'ray work rogfnher with other structural Parts of the building ;such a Ulan wens, portal from", bearing wells, columns, beans, etc I to achnN tool Oructunt Integrity. Figure a(a) Pamanent bracing must Prance sufficient support at rgtn anon to the pone of the truaf to hob glary tnM mender in tole fooetiorh Assume Iw n in design In 4160.tron, Pormerlere bracing must a designed to feum laterel force ,mpocsd on the completed booming try wind a seismic forces, permanent bracing may, be subdivided into that bglclot compo neem I Too Chord Pfarla This bracing n denged to resin leterel movement of the top Mond. If plywood floor a roof shmth,rg h prover,, aoptled with staggerd foram and adequate healing, a continu- ous d,aphragrn action is oevNopd and addltrorol erecang in the plane n grwraaty not require Some meal roofing matw*k may be daperadd upon to as As a dloDhtagm wham PrOparly Topped and Mild. Selection and lot of that molr-a's Is at fhe discimoca, of Ito building designer. i i a to Im rno.e �nv.�.g L•g•n ctr•r+wow Figure Gib) If purhM are tend. spaced not 1O e..ed the buckling length of the IoP.Mprd, and adelt-telt' attached to the top crow. it n reraam. mended the: Oiagonel b,n,m ba P..,.d 10 :he undersde of the top chard to orth enl lateral shifting of the Jurunt. Fxg.ne fila) .Ilustrates the nlceo,ty 'Or aoulying diagonal braong in 'he 04M Of the top Chord despite the use at closely spaced pwl,m It is recn-menced that this diagonal bracing. in shown .n Figure o(b), be Installed on both sides of the r,dge line in all end bays, If the n.:,.d,ng e.oeds 110 Teas •n :anglh. this txac,ng should be repeared at tete ah no greater than 20 feet. 2. Nib MCMe Plarle. The Purpose of this bracing is to hold the trustee in a vertical position and to maintain the design mming; In addition, this lateral bracing may be required to srgnen the buckling 13 e..r fipnn At 1) A suggested process— to, I.ftmg uu.sses .s Jtupotd in Figure At 1) d,lhe true syn don not exceed 30 feet. to IT ength Of a web member. As described earlier ,n the d,scumon of L,.-ta,ng design and truss design (STAGE ONE), diagonal bracing or and anchorage n essential 10 stabilize IM lateral bracing, O-gonal bacing In the cane of the web rmempen -s also used to n.sMbute unequal loading to ad scent trusses and to spread lateral 'J/ces to chaonragmi or shear welts. Spacing of mwt Of magoral bracing .n the wane at the webs is a matter of Judgment to be made by the b -sting designer, and will depend upon the truss syn, truce contigurr Iron. type of Ok Jchng, and the �Oading. Generaliv. for roof trusses, the spacing •angn from 12 feet to 16 fele depending upon how 'ttotal" to the bracing in the plane of IM top chord. For floor trusses the cross bracing should be &WOelmatNy 8 feet on cennrs. Lateral 2x6 strongbacks may also be used for some fk0Or SVstem• Figure I and Figure 4 illustrate brae,ng in the Oise of the webs. 3. Bottom Chard Plana. This bracing is requ.rteo to maintain tM t -n design spacmg and to Provide lateral wopon to Cha bottom chord to resist buckling forces in the even( of reverse) at area due to wind With or unequal roof or floor spellings, For multiple bearing truen or cantilever cpoditroM, pOnlons of The bottom chord become compression members and should be braced ' Wallt, 10 repo buckling in the same mannar a1 the top Mord of s,mpn syn trusses Bracing n The plane of the bottom chord is also Oesrgncd to transfer 'aural fortes due to wind or seipac loads into sde wells. dsear wills at Other r"gpgtg structural efemwhtt. Diagonals between continuous lateral placing serve to slabihze the bottom chord. It g retommendsd that one complete bey of diagoral bracing be installed at eachend of env bugling, and additional such bays be located at vimol-ed -ntevah rot to exceed 20 fent. Figura 5 tllu=&M Clio use of bracing in the oWne of the bwnom chord. These reurommefdatioM for bracing wood cups have been derived from the collective experience of leiding tedmiarl personnel in the wood (rue �ndurry but must, due eb the nature Of rosponsibllgtles ;^volved. be Presented only as a gripe hr the use of a Qualified building designer, builder. or section eonaraebr. N in APPENDIX It a intended that this er4wdi. contain only lentil," recon mendatiuna that may be used as a guide for onGte handling and ention until amore complete Statement can be prepartd There may be some mslana" in which additional precautions will be -We"wV UNLOADING. It possible. !'usses shall tae unloaded on relatively smooth ground They shall -J1 be unloaJeo an rough !erra,n that would alum Und- lateral strain that might result in distortion of rue Mints. Dumping of tropes n an "Wolable practice pmvded that the rumen are not damaged or e.cee,vely stressed m Ilse act at tlumpng. The bmlder shall w0vlde L Ofecbon from damage :tat may be caused by on site mostrucoon activity. STORAGE. Care shall be taken so as not to allow "cen'" taend,ng of trusses or to allow tipping or :pup ing while the trusses we banded pr when the banding is removed. If russet fabricated swish f -re retardant treated wood mop be stored pear to erection, they should be stored in a vertical position To prevenl water contain'ng chemicah leached from the wood from standing On the plates. A lusher Precaution may be taken by Provdig a ooze, for the trusses that will prevent moinure from coming In direct caontaet .with the trusses and which can be ventilated to Preyent.mndeneation. ERECTING TRUSSES The rue erector or builder "I take the Mcessary precautions to insure that handling and section psocedy" do not reduce IM Ioad.Urrywig capacity, of the T/UA Trusses shalt be installed plumb, at aptrified spears; and irx gob e (,.e., rues will be propnry aligradl. to For lifting trusses with soar m e.cen of 00 tees, '1 :s ramm- rhendd that a s cing-back be used as .Ilupnted in Figura AIM. TM Fgare AQJ strohgbaek snouid be attached to ens top chord and web memtaen at intervals of approximately 10 feel. Further, the strong -backs vnould be Far trues spans between 7D feet and 60 too a suggested lifting at or above the md•heghl of the ruse so n to prevent ovetwmry The procedure .s sh owsf in Figur A42). It shouldbe noted nfa the tin" n strong owk cabe of any mateat with wfficatnt margsh to saf4pr from the end of the sprsade tar "ioa.— It terse tines shwid cwry the weight of Th* buts and suftiotnl rgidity to aoquatafy ran "tow -out." tlr► will tend to cause buckling of the terra. berldig of the rue 17 to •4 eCP " P. O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 (619) 564-2246 INCIDENT REPORT ACTION STATUS: ROUTINE ❑ PRIORITY IIIIIIIIVIIIIIIIIIIIIIII 52 IE 1. Case Number g 3' 2. Dat Rep rted bio 3. Time Reported 9 0 5 Hrs. 4. ceived by `e . 5. H w Received Telephone ❑ Walk-in G Self Initiated ❑ Staff Referral ❑ Outside Agency Referral: ❑ Other: 6. Location of Incide t s4 -q oo 7. Nature of Incident �h-ee� • � C ami ��✓ C'r �� 8. Name f Repo ting Pasty ` Addre s of Re orting Party 51-70D 10. Phone numb r epq f Rrting Party Home \6_11.)- 3�(o Work Other 11. Does orting Party want contact? ❑ Yes No ❑ Optional 12. Assigned to (or) Referred to ❑ Administration ❑ C.S.C. C.E.O. ❑ A.C.O. ❑ Building ❑ Planning C Engineering ❑ Public Works ❑ Other 13. Contract Agency Referral ❑ Sheriff ❑ Fire Dept. ❑ Road Dept. ❑ Health Dept. ❑ Other 14. Additional Information 15. Action Taken (initial) -3® 6 S 16.Case Status after intial action ❑ Closed ❑ Open - Reason: 17. Action Taken (follow up) 18. Case Status after follow-up ❑ Closed ❑ Open - Reason: 19. Legal Action Taken ❑ Citation issued # ❑ Referred to City Attorney ❑ Other 20. Evidence / Photos / Other Documentation 21. Total City Time used to handle incident Hrs. + Hrs. = Hrs. 22. Estimated Cost to handle incident S + S + S =$ 23. Persona signed to handle case 24. Title or Position 25. Date case closed Reviewed by L.O.-CSD 1 �' 12.83 T4t!t4,(Pa" SERVICE REQUEST T0: &d" ROUTINE: FROM: URGENT: DATE: REQUESTED FOLLOW-UP DATE: COMMUNITY DEVELOPMENT BUILDING Construction during prohibited hours Construction of w/o a permit Excess debris.on construction site Excess blowing sand Dilapidated or unsafe structure Fire damaged structure ENGINEERING/STREETS Missing or damaged street sign Malfunctioning traffic signal Malfunctioning street light Pothole or other street repair Debris on the roadway Faded striping or other traffic markings Obstruction to sight -distance along roadway Drainage problem Unsafe traffic condition PLANNING Establishment of illegal use Establishment of illegal sign COMMUNITY SAFETY ANIMAL CONTROL Loose dog(s) Barking dog(s) Trapped or contained animal(s) Dead animal(s) Animal bite CODE ENFORCEMENT Trash problem Debris on lot Weeds on lot Abandoned/junk vehicles) Mechanical work on cars in residential area Lack of business license SAFETY Fire hazard Need for sheriff OTHER ASG Location of problem: *=mLXm _!7, v"gWAv,0 • Staff Signature: Date: 1st copy -Department 3rd copy -City Manager 2nd copy-Department/to be sent to City Mgr. with disposition 4th copy -Reporting Party no (-Ogg 7.z4 k zcf COO .1 SYS TE: AS C01A POIJEAJ T_5 C1JCj4JCCCIIJ __ -.IAjr,.... '13' (R) loi-ol H I.P .SET IIIIIII VIII III VIII IIII 53 IE SYS TE: AS C01A POIJEAJ T_5 C1JCj4JCCCIIJ __ -.IAjr,.... '13' (R) loi-ol H I.P .SET s Is 4 tilo C4 I U, g5 MEN s Is 4 tilo C4 I U, g5 Yom'_._. -o ..z 4 ca E � s� h—v. �v LL- L -L Wu =dH t. -jt7- Olt -z 4 I i i SYS T E: I(S C01A 7>0)JEAJ T-5 CAJ C14.1 CC C iki 'A' 0=0 N 7r MWA I NONE ��10 i i SYS T E: I(S C01A 7>0)JEAJ T-5 CAJ C14.1 CC C iki 'A' 0=0 N A 086- MWA I NONE -A L-rug4JATC 'jA I p F, ODF- PL 4 95 0=0 N MWA I NONE ��10 4 95 e►�FIED ��jc o i ice- o N BERMUDA DUNES r RANCHO MIRAGE C INDIAN WELLS H PALM DESERT a %PLA OUINTA 'gyp INDIO y� E: I IIIIIII VIII III VIII IIII 46 �� Desert Sands Unified School District 82-879 HIGHWAY 111 • INDIO. CALIFORNIA 92201-5678 • (619) 347-8631 March 5, 1986 City of La Quinta Department of Community Development 78-105 Calle Estado La Quinta, CA 92253 Re: 54925 Avenida Alvarado Gentlemen: The developer of the above referenced lot has mitigated i.ts''i:mpacts on our overcrowded schools by payment of the amount of $628 -per unit to be applied to the cost of district educational facilities made necessary by such.new development. Sincerely, --�rL1.-►�� John D. Brooks Assistant Superintendent Business Services JDB/crm