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PLBG (06-1132) + SFD (002521)
53620 Avenida Madero 06-1132 002521 P.O. BOX 1504 78-495 CALLE TAMPICO 'LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: C06-00001132 53620 AVENIDA MADERO 774-103-006-19 -000000- PLUMBING COVE RESIDENTIAL 2500 Architect or Engineer: 0(P VOICE (760) 777-7012 4 Q" - IFAX (760) 777-7011 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 3/20/06 LICENSED CONTRACTOR'S DECLARATION , I. hereby affirm under penalty of perjury that I am licensed under provisions of.Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. LiceneClass: C36 -C42 -B LicenseNo.: 793482 Date:a—?6 ntrac - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I amexempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she 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, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the ' 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 or she did not build or improve for the purpose of sale.). - 1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ ) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Owner: HOLMES FAMILY-PDTtc'r C/O LAURA ANN HF P O BOX 1144 MALIBU, CA 90265 Contractor: SO CAL PLUMBING. P.O." BOX 955 YUCCA VALLEY, CP (760)369-4104 Lic. No.: 793482 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. have and will maintain workers' compensation. insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation , insurance carrier and policy number are: Carrier EXEMPT Policy Number EXEMPT I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the L or Code, I shall forthwith comply with those provisions. D% pplic WARNING: FAILURE TO SECUR NSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. . i. 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 application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. ' 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 co y ordinances and state laws relating to building construction, and hereby authorize representatives 0,0 of this my to enter upon the ab 4e -mentioned for inspection n teen e (APPlicar} fi cgeyt _ C. Application Number . . . . . 06-00001132 Permit PLUMBING SEWER Additional desc . Permit Fee 30.00 Plan Check Fee .00 Issue Date. . . Valuation 2500 - Expiration Date 9/16/06 Qty Unit Charge Per Extension. BASE FEE 30.00 ----------------------------- Special Notes and Comments ------------------------ SEPTIC ABANDON; SEWER CONNECT Fee summary Charged Paid Credited' Due ------- ---------- Permit Fee Total 30.00 ---------- .00' ---------- .00 30.00 Plan Check Tctal .00- .00 .0000 Grand Total 30.00 .00 .00.30.00 Bin # City of La Quinta Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: aW Owner's Name: 2 A. P. Number: Address: O l V4 Q. Legal Description: City, ST, Zip: L-1 uS Contractor: Telephone: Address:(22D. d n Project Description: City, ST, Zip: l f— U A Telephone: State Lic. # : . CityLic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter' Repair Demo Ft.: # Stories: # Units: Name of Contact Person:Sq. Telephone # of Contact Person: q Estimated Value of Project: S . APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING. PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading, plan 2ed Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''" Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees j COACHELLA VALLEY WATER DISTRICT CASH RECEIPT DETAIL :0 113421 Received, From: A9 K Address: o .80 "LM r L d ! Account No."ro •I Lots)„- Service Address 53 4,:7-6, T ; ( r ,/L'+ A %l2/Y )aw ❑ Meter(s) ❑ Service(s) ❑ Backtlow(s) ❑ House Lateral(s) ❑ Detector Check(s) ❑ Meter Surcharge Sanitation Capacity Charge -5 - ❑ W.S.B.F.C. ❑ S.I.W.S.C. ❑ Temporary Construction Meter ❑ Turn on Charge ❑ Uncollected Account - Name ❑ Inspection Fee - Tract - Fee - ❑ Plan Check Fees Water / Sewer - Tract - ❑ Bond Payment -A.D. -_Bo Assmt ❑ Customer Deposit ❑ Other (/Remarks: Copy to: i / Cash Aj [ 0/ Check fi Money Order ARTHUR HOLM PHYLLIS :J HPI DESERT PROP OX PO B 1144 MALIBU, CA 90265 ES TIES Tract TOTAL 7 'zo VC Water Service . Cashier C -438 (1/05) ( —2_69 j , -« Xz' .X34'01 J 1 +y ay { r rx 16_ 12200 . ,O CJ A I; Bank of. America ,- . 7 Bank -Westside 1154 % 2049 Cery Park East j Los s. CA 90067 (310 .247-20l II500 340 1"' ill: 12 200066 1e: 1 b 54 L1 0 2 3 AIl6 AwNwAmPw PLIMPP116 Lic #C42 855 851 SAA AAA w A IF OV .7L0' 100 / 1 -1 /,400 FAX 760 328-6607— P.O. B 2318 • Cathedral City, CA 92235 CUSTOMER'S ORDER NO. DAT RDERE Z 7 - ORDER TAKEN BY DATE PROMISED ❑ A.M. ❑ P.M. BILL TO - PHONE ADDRESS 5--3 Ce ( 2;!Q l CITY HELPER JOB NAME A D LOCATION 1 ❑ DAY WORK DESCRIPTION OF WORK ❑ CONTRACT ❑ EXTRA Dumping Fee per 1000 gal. QUANT. DESCRIPTION OF MATERIAL USED PRICE AMOUNT Gallons l Pumping Fee per 1000 gal. 1 Dumping Fee per 1000 gal. Out of Area Fee Locating / Opening Fee (per Size System: A SERVICE CHARGE OF $20 WILL BE DUE ON ALL RETURNED CHECKS. 18% PER YEAR WILL BE CHARGED ON PAST DUE ACCOUNTS OVER 30 DAYS. TOTAL MATERIALS TOTAL LABOR WAIVER: Not responsible for secondary damage such as water damage, chipped concrete on street or driveways or trees.. SIGNAT OMPLETED TAX _ TOTAL 3 - •ter.. , _ " 1 . - - ' 4 ' y T " '- , P.O. BOX 1504 No. '002521- Building 02521Building 78-105 CALLE ESTADO Address 5420 Avenida SM WaVID LA QUINTA, CAL"iFORNIA 92253 Owner ... ... 1 Mailing. BUILDING: TYPE -CONST. OCC:.GRP.• Address WAR rilrix-f-ewn tom? . A.P. Number City y 1z' p Tel. .. .l _ . _ Legal Description' Contractor - c t Description .... _c ri pt'I.On .r . Proje ,w,Jim. {ter 'r $+. 'i ll tr3n .Address ... - 73a925 1-W ill.suibe K . ,. City._ . _.. Zip Tel.... tray 'k,ia -0 2 !q State Lic. & Classif: •. City Lic. #app . tea' 1451 Sq. Ft. Notories _ Units. - No. Dw. Size _521. S- " .. Arch:, Engr:; ...._, . _ .. .. ., .. .. ... Designer _. • . • New Add 80' .' Alter ❑. - _. Repair ❑ :-' Demolition ❑: Address Tel. City * - • _ .. .... Zip State Lic..#. 3tri....ft.- of 32" ... i Y •" bah' le . 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 Pjofessions Code; and my license is'in•full force and effect. , SIGNATURE' - DATE OWNER+BUILDER DECLARATION er I hereby affirm that I am exempt from the Contractor's License Law for the following - reason: (Sec. 7031.S,Business and Prolessions Code: Any .city_or county which requires a- permi('to construct, after,', improve,- 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 do'^ -- ,the provisions of the Contractor's License Law, -Chapter 9 (commencing with Section 7000) of. ..*••• - •._ Division 3 provisions 'Business' and Professlons Code, or that -he -Is. exempt therefrom, -and the basis' for the alleged exemption. Any violation o/ Section 7031',5 'by''any applicant for a permit - subjects the applicant to a civil penalty o/ not more than five hundred dollars ($500): ' • - ❑ I, as owner of the property,,or my employees with wag Is.as their sole compensation; will do the work, and the structure is not intendedor offered forsale.-(Sec. 7044;.Buisness and.... ' Professions Code: The Contractor's license Law does not apply ao an owner o/ property who ' ' Estimated Valuation , _ - 'AMOUNT' - • ..PERMIT-' - •• 'r , - - • Plan. Chk `Dep • r s6l4i. .•. . , .. _ ' - ... Pldn Chk Bal.. Con , <.COnS1. .. - . - .g 00 . -. - • 30.00 :.: __ ..' r :builds. or improves thereon and who does such' work himself -or- through his own employees,Mech-. . provided,that' such improvements are not intended, or- offered for sale.., If,. however,•the building:, Electrical'-" - . or improvement is sold within one year of completion, the owner builder will have the burden o/ proving that he. did not build or improve for the purpose.of sale.) - -licensed -'Plumbing 101,00 ❑ I,.as owner of the property, am exclusively contracting with 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 /or' . - such projects with a contractors) licensed pursuant to the Contractor's License. Law:) ❑ I am exempt under -Sec. .. B. 8 P.C. for this reason _ •.. $,M,I,,:, '- .. '- 5.26 Grading 20-00 Driveway Enc. 20,00 Date owner _ Infrastructure 1,13149 WORKERS' COMPENSATION DECLARATION ' I hereby affirm that I have' a certificate 'of consentAo'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.. O Certified copy is hereby furnished. TOTAL 2.I83.00 ": 1,833.00 _ CERTIFICATE OF EXEMPTION FROM _ -- WORKERS' COMPENSATION INSURANCE , . .. - . REMARKS - - ,r -• ,(This section need not be completed it the permit is for one hundred dollars ($100) valuation or less.)•. .. if 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, 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. - •• ZONE: _ ' BY:. - - .. , • , ' ' .' Minimum Setback Distances:. Front Setback from Center.Line Rear Setback from Rear Prop. Line . t 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 '' Side Street Setback from Center Line` Side Setback from -•Property. Line. ' FINAL DATE INSPECTOR' . T. 44 • .pG _Issued.by.:' Date ' ®'E' Q.IW • -Permit . ` Validated' by: Validation: S A.b 1 1 1.. _ ,.. 8 ;. 1 i 8 3'3 0 :0'•- Ch . Lender's Address This* is a building permit when properly filled out, signed and'validated, and is-subjeci 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. q, .. ' Signature of applicanty `t ti'; .; f Date + Mailing Address K' 1L. City, State, Zip i 'HARD COPY ' ' CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ 2ND FL. SO. FT. ® POR. SQ. FT. ® GAR. SQ. FT. ® CARP. SQ. FT. WALL SO. 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 STORAGE TANK FLOOR DRAIN MECHANICAL FEES DUCT WORK WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER REINF. STEEL GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY AIR HANDLING UNIT CFM FINAL INSP. 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 SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL FIRE ZONE ROOFING SO.FT.GAR ® 3/ac HOUSE SEWER FIREPLACE 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 & AIR COND. SOLAR L/SETBACK v. - OUND PLUMBINGy/ UNDERGROUND A.C. UNIT COLL. AREA L/ LAB GRADE / -a s ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK f44FORMS >G _ _ S R OR SEPTIC rRI&749; ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REEINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EQUIP. REINF. STEEL GAS (FINAL) TEMP. POL 2 GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ -Plus-X$-=$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. l` OFING e " ./Gi' REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING SH % TIONISOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS, GARDEN WALL FINAL , fIED o ° r Desert Sands Unified School District N BERMUDA DUNES RANCHO MIRAGE d INDIAN WELLS H 82.879 HIGHWAY 111 • INDIO, CALIFORNIA 92201-5678 • (619) 347.8631 PALM DESERT ,P LA OUINTA a p INDIO y July 30, 1986 City of La Quinta Department of Community Development 78-105 Calle Estado La 'Quinta, CA 92253 Re:• 53-620, 53-640, and 53-660 Avenida Madero, La Quinta Gentlemen: . The developer of the above"referenced -lots has mitigated its impacts on our overcrowded schools by payment of the amount of $628 per unit to be applied to the cost of district educational development. faci'li.ties made necessary by such new Sincerely, ` • T .••••.lam , John D. Brooks Assistant Superintendent . Busine.ss.Services JDB/crm 2 47 Z O U W U) m Z O F_ U w U) U) ICEY Q W Ir X` Z O H U W rn COUNTY OF RIVERSIDE, ENVIRONMENTAL HEALTH SERVICES DIVISION PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM 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 fe . f 30`is required when the application is submitted. Check must be made payable to the County of Riverside. Building Department Application Log # Nie wrier, Agent, Contractor, EI ) Mallin ddress NI 74 K Cit ' State Zip Code Telephone J b Propert Address (/P" a,;,4Cily%r ommuni y 'Legal Description o Propert . (Lot, PM. T ,a iL /o3r,__kdd<--y 'Assessor's Parcel No. 14-Fuse 77Y— Water Agency or' -wells C , "l/' J Use of Per L' •xJ+ ^ ' Planning Case #_ Lot Size x — r' 3 ` MH Site Preparation Etc. S910 ell Sgnature of Applicant Date '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 © No w• G /- _ WQCB Clearance required. ❑ Yes 1 Nb Soils feasibility report required. ❑ Yeso Detailed boring ❑ report required. Yes arJ No Detailed contour plot plans required. ❑ Yes © No Staff Specialist ❑ ZNo approval required. Yes Lot Inspection Date— Soils/boring report by" Project # Dateklw//' 77 Soils Map Page`lef Soil Type_ _Approved byQdC1 Date7`LL Type of System: ElExisting ffl El No. of Bedrooms (1) Septic Tank ` [Soil Rate Required C New Additional EJ Replacement * C/ Gals. T ✓ (2) Leach line sq. ft. (Bottom rege^fi. area) Sidewall allowance„,- { Sq. Ft. Install,, Line s). - Ft. Long, ry r Lei bed Sq. ` "'` _ft,: ro running ft. ❑ N/A Ft-?' I th min. _inches Ft.:of ottom per rock below drain lines area Leach lines/bed;s ep cial design for slope: Applicable 1'-•, (3) Pit Diameter , No. Pits Pit BIS Seepage Pit total depth N/A_ Overburden factor 5r Max. allowable depth U ' f ;,r s ; is t,, ,. ,.4- <"is^ ,.:"` . !*ej syti. . " ,>v' , ;• v . -s J„[ This application is appW 1`1 d for the design of a subsurface disposal system as indicated on the accompanied plot plan using the requirements set forth in Section B above. A building permit is necessary for the installation of the above -designed system. R Septic tank and sewer lines must be 50' from any wells1/0C!, 2) Leach lines must be 100' min. from any wells including expa'area l C(3) Seep ion must rbe 150' min. fro any wells including expansion area 0/ `9 77 Signature of Health Official Date RECEIPT NO. I T ' Lam' District: ❑ Riverside fLJ Indio ❑ Hemet Distribution: WHITE—Office file YELLOW—App DOH SAN 122 (Rev. 2/86) Issued by ') /e Date - / .7 -• h ❑ Perris ❑ Rancho Calif. ❑ Blythe ;ant PINK—Bldg. Dept. GOLDENROD—Pending File Cyt iL - dee - - 4AriDATORY V,%S"aES CHECKLIST ?L .4 ':EL.) DESCRI?TION IDES: :1cR I r'iE' C I.. :?°"'T`` !' OT SOT , OK. ;K A I ";K SecbacSk tt"e=os-it on a heatingor cooling swscaea except heat PUMPS '.Dater heater insulation blanket I (R-12 or greater) blankot;' first 5 feet of piles closest to tank I " -•, insulated (R-3 or greater) 52-5352(j) I I I I I I ?ipe insulation on steam and I l I I I steam -condensate return and re- circulating piping I I I S2-53S2(kJ Swimming pool heating, 1. System has 4nlaff sw:_-h on heater b. Neatherproof plate on I I I heater I IJ I I c. llu=bed to allow for I I sc-ar 2. 75 percent theraal officiencyl I I I I I for gas ::eater I 1 I 1 3. Poo.1.co4er 4. Time c:cck 5. Direct anal eater inlet I I I I I I I 2-5352(1) Gas cook- ng appliances equipped ignition device with.intetmittent i I I I i I I: 2 -SJ 52(m) Lighting -25 lumens/watt or greaterl for genera.- lighting in kitchens and bathrooms I ' I Equipment w f iciencZ I i i I I 4s-s5oe a7d S-5307 HVAC equipment water beaters and shoverheads and faucets certified by CLC. Indicate maks and model number. Insulation 2•3a11ty i I Insular i :n specified or installed meets cC oualicytaadards. Indicate 1: -'pe and ore. ' 4ewATORY MMURES ':2tt. D _ : 5T ZL 'ttRJ `onra.n .. ' she f„ZZ masurgs regariless o; : a : :..n;,e s? ►xch ;caer . ti ,LAS I F:ELD e IDESICV"e'.t :HEX IISSPSCTTON( COtf YT—S: OESCRI?TION. 4 `OT SOT. Gs;a Mandatory Features and Devices I ! . r,K I -A i OK 7K I ' ' 52-5352(a) I R' I I I ; , C I I i . .Minimum 'ieiling insulation I ( I I n C-,) r I ( I 'nr R-19 weightd average I §2-5352(b) I I Loose fill insulation. I I manuf acturar' s: abelad R value ►Minimum waL' insulation"" in framed walls R-11 weighted average (does not apply to exterior mass walls) I I I ' §2.;.5352!d) Infil:ration control' 1. Ooors and windows weather- eatherstripped stripped 2: All joints and penetrations caulked and sealed 3. Doors and windows certified - M1 4. Exhaust systemshave damper , I /ES `J ( I I controls . I I 5. ?'asonry and factory -built i fireplaces have a. Tight'ffitting, closeablet metal or glass door Iy b. Outside air intake with I ! I I ( ( I damper and control ' I I• c... Flue damper and control I I• ( I - ' No continuous burning gas pilot allowed I ----1-- I • Vapor Barriers in Cliaats Zoaas - 16 and 16 ':°oaly §2-s352(0 I I I - Ducts constructed, :-installed and I I I I insulated per ':hapter 10, 0.6 UMCi I I ( I 12-.`3S2i ...pa ,Os 'a" ac 1/S3 284.-65 (2/83) CALCULATION WORKSHEET page z of z Thermal Mass for Chapter 4 Static Heat Capacity (HC) of Material Btu/IcF . ft°t Btu1A10Ib X X In X — soec,s c Ib •'F f•ea 1 densny 1 tt5 :n,cw,,ess) in - 12 fl HC of I hr • it2•°F R/o foI gen in ,n 2 spsc,t,c Ib •cF X fl -3 X — in - 12 t =14C Thermal Mass for Chapter 3 f eat 2 hr • it2•°F R/o foI gen Justified. Area• F 1•2>c ,n 2 c 2 a•ea of mass 3 MC facto, l F • f or— Z Btu • in . Btu _ conduct,v-:y hr • ft=•° F 'b' This area mis: be greater f(k) of 2 in f+fC of. --its 2 Proposed South ( s -teat •+eat Ib • "F X dentlty 3 fl3 X tinct, -•est 3 in — 12 ft = MC of 3 Glazing Area = ttz. 3 Btu T cons— ci•,.;y a hr • ft=•°F lb MC of mays a I Other (k) Of.a - ;n area from plans soec,f,c Ib •`F x oens,ty a ft 3 X :n,ckncss a In T 12 f1 "C Of a i I"ej' arsAinimum Btu Unit Mass Capacity (UMC), Btu/(°F . fte 1 I South Glazing Area soec,f,c to •cF X oensrty 5 _ ft 3 X ;n,ckness g In In 12 1! m r+C pt s \tical s ft= X 0.64 = ft2 Resistance (R) of Material, (hr • ft' • c F)/Btu I a1co c. tapes I in Btu • in i:nrckness l' — conouct,vrty hr • it2•°F R/o foI / T I Justified. Area• F 1•2>c c 2 a•ea of mass 3 MC facto, l F • f MC of mire s Btu • in :n,ckness 2 In _ conduct,v-:y hr • ft=•° F R of 2 This area mis: be greater f(k) of 2 Btu • In f+fC of. --its 2 in tr„ckness 3 _ conouct,v.;y hr • ft2•'F R ora tki of 3 abover p ppose! des gn and it, X Btu = 3'e& of Tia tt '3 MC factor c F • f;a B!u • in minimum alloilveC areas. — In tn,Ckncss a I T cons— ci•,.;y a hr • ft=•°F R of o MC of mays a I Other (k) Of.a Btu • in in _ th,ckness s condumv ty = hr . fta.°F R of s I (kl Of 5 I / Ictal floor m•. -Tum 11 area allowed South Glazing Area Justified by Mass 24W. `) o _ Ila area o' 'Yoe --1 .,1 rnbi all a.ea for 1 f pt ft a area cr ty 2 • . r imass Vita for 2 ft: area °f y ] <'< tf+erma' mals are& for 7 'G r.'? faCtOr o. j J= J h 3166 Of !Ype /•:, r_tnermaI /nasi. ilea +cr a ;. fac:cr OfA -- 'ass Capacity (MC). of Building, Btu/°F I a1co c. tapes _._ tr,e"'f`a mass a as •O, s tactor pf s I r Btu ft= X = / T I Justified. Area• F 1•2>c c 2 a•ea of mass 3 MC facto, l F • f MC of mire s area of ma Btu f12 1 I This area mis: be greater X c = a6,4118 of mass 2 MC tenor 2 F . f;a f+fC of. --its 2 t`•an a equa' :.. bc! :he abover p ppose! des gn and it, X Btu = 3'e& of Tia tt '3 MC factor c F • f;a MC.c• Tass 3 I minimum alloilveC areas. — ft2 X Btu _ a,ea Of Tats a MC 'actor 4 "F • ft7 MC of mays a I Other X i arta of malls 5 MC facto, 5 -F f:a rnC of mass 5 i I I Total MC = I Unit Mass Capacity (UMC), Btu/(°F . fte 1 I S g Btu _ /AIS ftZ 1.44 teal MC F total /loo, Arco ur.*C E3 420 CEC SUMMARY-,' Z.,O Form 2 pap'2 at 2 spa$= 1604 0~0 2000 HEATING, VENTILATING, AIR CON 01 TION ING SYSTEM 7— Points 10. HwUsg (till in imam Ilan an proposed system$ Central Gas Fumm wand and modal nuenow J caosel =v Hat pu" brand and mods Aurneor Map Btu/hr 111401100111 QPWtY at 47-P, ActPa Saler 644, type Would or air) collector brand and model nuenow soar fraction Collector area collector orientation collecor lilt rated rated 1110041 Y - on orcest ottwf describe 11. Caislimg (fill in inforntarflari an pimaposed system) p Electric Air Conditioner Mane and ino," awmw aanartal 17/00, ;5'o ca " Bir ou" ="dtv n SSW Ff Electric Heat Pump Bri/hr emu" ca"Oty 44 SSW It 0dw deecr" 12. Mumrjw vurwatlan A04' DOMESTIC WATER SYSTEM I& Honhq (fill in Infornmnlan an proposed symm), (Man@ 911101111411, two Is Mau Pump esFElaark daeltup Gallons bowid &".Medd Number 1111111101= Ac" Solar so&;*~ wand &W me" plurnow yT wavle seam* rowsw tvVe. orwo and Madam odw Pei" TOW fent Pop 1 zr ToW P" pem L44J - 4411111 - CIC MR ' ' 1 •, • 1,y . . ' - -1 ,.a•{a " ' A ,r t' A > rl .V 1,`7 r i" + • ti r ' f . .'tel-, f . HE'RMOPANG Insulating Glass.11,111 1!Wjll.11•al ' with Vari-Tran coating applied, 1" Ovwall Ihu:kncs•; U-110111.Iclt IJt IWO 110"s of.'.t" glass wllh I." "'I spol:c 1111.1"'Id lath, octal i I Yl 1 I • lrrj t l. C - 1+ Yom{`, 6f1:Q.,( + + r' r, f C } 1 r,. •':n Iyj x '2 • }' I I riF „J y f f -+. , y" i(rr, ;, yl . 'Y lh Q ,r, u y .y' .. ,, > "'T T R f W r • ` • rSt ti'h'. '•i:i i ' . (t , IML{: A . ' f'Vt`,I'13 1i ' o ~,I .f1 M Iv 1.11` IM I! aJ I i ` •1 : V 14 ('i J x • ,' -. f , a 9y , I i. " '' A Imo`.? ,• f I • `." 401 1-108 t r 44 4f ,' ?36 .47 I 7 ' ',41 i' 2.3 .18 g 3 a' i 71 I l5 UI'J' 1 58:f . I 57 55' 3 I 1-114 13. 2.0 11 33 3.0 55 ; -173 CLEAR 'te 5 80 ri4 14 1 i'J ,I 55l -... - 3.2 67 ! 3.5 ! 13'l ' 49 28 JI:1 ' 'i7 QN 52 SfS. .54 !4 0 78 60 - .30 16+1 .26:, .26. 80 49 , 47 51 51 BLUE- 3'l6 5 44' 12, 135 426 64 3.6 .56 3.2 .57 3.2 .49 ; 2.8 •.G3 40 .44 + .4i1. 46 48 _70. 26 3.0 55 GREEN ?,; 6 65 37 " 11' 12, 1 .21' .22 .2:t I .22 ! 56 .36 ;, .39 .39 44 .43 3.1 ` e 3 56 53 9 149 1 470 _0 57 13.6 .24 i I . Clear withr .44 T8 7 1.5 4.4T8 •.33 - i 5? _7U_ 136 GREY-/ 416 5 46 43 7 131 .4 413 3.2 .57 3.21 .49I 2.8 61 - - .39 -+ .42 - Q); ; -.45 I .47 64 .56; i ' i ! !. G ° 37 34 6 i 15i6's 53 35 ,37 37 .41 • '•e 3 61 55 10 153 482 .63 129 57 2.8 42 72 .45' .50 .44' 1 .49 .53' BRONZE ?Ss 5 52 44 , ` 135 426 ' 25 3.6 156 3.2 .57 13.2 '.49 i 2.8 .63 40 44 41 1 .46 i .48 !4 6. 44 • 36 _9 g , 7, r s 117, 369 .54 , .35 .38. 37i .42 .43 • .64 ' with Vari-Tran coating applied, 1" Ovwall Ihu:kncs•; U-110111.Iclt IJt IWO 110"s of.'.t" glass wllh I." "'I spol:c 1111.1"'Id lath, octal i I Yl 1 I I 1 lrrj t l. C - 1+ Yom{`, 6f1:Q.,( + + r' r, f C } 1 r,. •':n Iyj x '2 • }' I I riF „J y f f -+. , y" i(rr, ;, yl . 'Y lh Q ,r, u y .y' .. ,, > "'T T R f W r • ` • rSt ti'h'. '•i:i i ' . (t , IML{: ,tit ;%' .. ;` ^ i '7y ,6 ;`.x3 yr f Nt' I! ! j si i +,i+ ,}.j 7 .;` n ;e a ++ er A 1-108 1 1.5 8 44 4f ,' ?36 .47 I 7 ' ',41 i' 2.3 .18 C t7 .151 .t5 .16ry Clear with Silver 1-114 13. 2.0 11 33 3.0 55 ; -173 .52 3.0 .44 25 _ . .24 .2' 22 .2;1' .21 .22 68 ,I 21a .54 3.' .45 - 2.6 .30 .26 •.27. .26:, .26. .27 1.120. 18 '2.5 16 27 1.208 . 7 1.5 6 28 43 '.136 .48 2.7 .41 2.3 .18 ' .16 .17 .15 .15 .16 Clear with 1.214 113 2.0 110 26 3.0 55 173 .52 3.0 .44 2.5 . .24 .21' .22 .2:t .21 .22 Golden 1-220 - 18 12.5 1 14 24 64 64 202 .54 3.1 ` .45 2.6; .28 .24 1 .25 .Z4 .24 .25 Clear withr 1-608 7 1.5 7 •.33 - i 3.0 43 136 2.7 r .41 ' 2.3 18 16 .17 ll .15 I 16. Light Gold 1 048 i 2.1080F132.0 5 33 41 129 .50 '. 2.8 42 2.4 .17 .15 .16 t4 .15 .15 Blue -Green 2-11.40 3.0 8 25 51 161 :53 3.0 .22 .20 .21' j9 .19 .20 with Silver.45 2.6 11 20 2120:7 62 195 54 3.1 27 .24'.: .25 .23 .23 .24 3-108 1 9 11 t55 173 .53 30 .45 2.6 24 ..21' .2'1 .21 1..21 22 13 9 68 214 .56 3.2 . .41•, 2.7, .30 •26 .27• .26 .26 .27 Grey with 3-114tij." Silver 3-12O10 t8 ?.5 19 7 2.0 80 252 57 3.2 .48 2.7 36 .30 ~ .31 .30 .31 33 30 40 I 29 7 102 322 58 3.3 .49 , . 2 2.8 , 17 .39 .40 40 43 3.134 4-108Q) 7 1.5 7 15 ' 51 161 .52 3.0 .44 2.5 .22 .20 21• .19• .19 .20 2.0 11 11 62 195 .55 3.1 .46 2.6 • 27 .24 .25. .23 .23 .24 Bronze with 4-114(D Silver 4-1201. 2.0 _IL 18 2.5 167 9 •72, 227 .57 i 3.2 47 2.7 .32 .27 .28 .27 .28 1 .29 30 4.0 24 7 92 290 .5R 3.3 49 2.8 .42 -.35 • , .36 .34' .36 1 .39 4.134 Bronze with 4-60811)7 i 15 6 14 i 2.0 49 1 154 S2" aI .130 .44 2.5 :'1 .19 .20 .18 I .18 1 19 Light Gold - •r a illy P V..I..,'.•. •:Itt..,. . •1...••.,• .1 hlu to •..I .. i1i .ili„• i1,•. ' ....t.. •J i.. N.. i.. e,..,. , ii Iti„ .,! . ' lhenuuyane Unit WIIA Bronze Ouuwal0 light. ► • _ MO!, V.,I...... •.IL.,\•i t,•In, .. .! W ..,t.v Il. r,.'.! nr.m At.11hl,l ]...t.,1 tl, .d i..e" I .,. In, .J .'I x i hlr . • q r.. -. . • •. , , .,t. ,• .. - ` a 7 I u..P•. n,.n. nnl,..n • x ... -.1 > Tolil Solar „ I,•, :, .., •...,1,• .., . ,t „t . „1. ,,,, I,• „ .., • , , .,,,..........Tranamdlante k .t,..., r, n.ln •...I•., a, .... • . .u,. + v F +Y. a v+ ' ! n 9h1 ' 1W pnn•1 it ..Jt,. •. .n ,. .n1.1 p; ...•1!, ., q . .. .,. t:a ..ni. ,.t•t n r p, •., . n ; '`1S {'L 4 1>r J 0/e lig `v i1t ; ,J .ti ,nAn,. L•.,q. ie. , , .. . d ., n..., .ul,•.., 1, ..1 . ,lit ..I' I• .nir . '. nn i 7,. I .. ' Average Daylight i' y , Average Daylight i`' 7 / w 1,.,•...,. , r rUr tJV-4%J c ncaII- -- -- , (exc.;t hotels and motels) (Rev se Step 1. Ester on the forty the values 'or each micas J `j Lk': lding plan a specifications sheet. ampe p '. Enter points on this page wr 'e working t ugh Qj sy tem _,,il tng ShellC9c-W0N ' ti` Measure Points y C.1ld;G+`l 2 ft 1. Total Floor Area Slab-on-Groui'td; Perimeter /% ft., Depth•_Vin. . . . R- 2. 3. Raised Floor R-Yalue. . . . . . . ... . . . . . . . Ceiling Insulation or Construction Assembly . . . . ..• Q_ _ . /ya ft 2 Attic, Percent of Roof Over Conditioned Space t . ... • • • R- /T 5 4. wall Insulation or Construction Assembly. . . . . . . _ Glazing; Total % Floor Area Single Double Triple 5. North -Facing. 79 t ft2 ft2 ft2 ft2 t2,, ftz ''.• — 27 6. East -Facing . . . : 020 Y ft2 F ft ,, N, y; . . ;' z • o 7. 8. South- Facing. ./ ft West -Facing o i ftZ 9 2 fF 2 f 9. Skylight. p >: ft O ft 10. Shading Coefficient (excluding, overhang) •'l /: / SC L 6'. a. East 7 . . =S C b. South.'. : . .: ". _ / c. West . . . . . . . . d. North* .-7-.9 . . . . . . . . . . . C . . . e. Skyl i ght C '1. Horizontal South Overhang length. . . • ft •.• Movable Insulation, S Floor Area. . . o • . Infiltration (.indicate Standard, Medium or Tight) "P.7>i / . _a. Thermal Mass Exterior'Wall Thermal Mass Area, Heat Capacity, R -Value . .ft2. HC, R. Interior Thermal Mass Area, Heat Capacity, R -Value . , . . . . . ft2, /off./ HC, R- . 4/1 HVAC System** 15. Gas Furnace without Refrigeration Cooling All SE O 16. (Seasonal Efficiency) . . . • • • . . • • • Heat Pump (Energy Efficiency Ratio)*.**ER 17. Gas Furnace with Refrigeration Cooling*** Seasonal Efficiency and Seasonal Ratio • A1A SE % SEER C 18. Energy Efficiency .:. • Active Solar (Net Solar Fraction, %) ., . _44 LxL 1NSF Q_ 19. Zonally Controlled Electric (Yeses Resistance Space Heating . . Domestic Water Heating'* 20. Solar With Gas Backup (Net Solar Fraction, Z) SNSF O d 21. Other water Heating (Describe type) Point System Compliance Total. . . . *Horth shadinq earns poir!; only in Climate Zones 8, 9, 10,- 12, 13, 14 and 15. **Attach documentation toy efficiencies and Net. Solar Fraction. ***Heat pimps and refrigeril•on cooling do not earn points in Climate Zones1, 3, 5, 7 and '.E. for ta.—Rise Residential BuiIdI.,gs vvc'L, " (exct;t hotels and motels) _ !Re,visc 84;s 8 ;NIA IOAfI ,•Siep.1: Enter on the form the,►alues 'or each meas ` 6 y v',\° 1di^g plan &ad specifications sheet. TITLE p ' Enter points on this page .+' 'e working t ugh th24point sy tem < Measure Points i 1 a ing Shell C51 MPLiA '` Fc Total Floor Area • .• L y •/h/S/ft • iCn 1. Slab -on -Ground; Perimeter ( ft.. Oepthin. R 2. Raised Floor?R-Value. . . • . R- 3. Ceiling Insulation or Construction Assembly. . . • • R' 2 Attic, Percent of Roof Over' Conditioned Spate /X •• ft , 4. Wall. Insulatfon or Construction Assembly: . . . . .•. • R -Ll_ Glazing; Total %Floor Area SI_ ngle Double Tree —41 S. North -Facing. . . 5 3 X ft2 77 ft2 ft2 6. East -Facing . _ft2770 f t 2 ---7—ft20 7. South -Facing. . . cS ft2ft2 _^ft2 o 8.. West -Facing ft2- S .ft2 — ft2 — 9. Skyllght. . v 7 10. Shading Coefficient:',' : (excluding overhang) a. East .o? . . . . . A4 Sc b. - South. SC . c. West * • . • . SC =L. d. ' North . . . . . . . . SC . . . . . . e. Skylight c9.70 SC . . o '1. Horizontal, South Overhang length. ft . •'-• • • • • Movable Insulation' -% Floor Area. - Infiltration (indicate Standard, Mediums or ig 1 t) 1'17 _Z)/a. 92 A: Thermal Mass Exterior Wall Thermal Mass Area, Heat Capacity, R-Yaluet2'.---•— `R Interior Thermal Mass/ Area, Heat Capacity, R -Value . ..: ..=ft2, SNC, R•.. - u G • HVAC System** 15. Gas Furnace without Rei"igeration Cooling E (Seasonal :.'Efficiency) • • E ER 09 16. Heat Pump (Energy Efficiency Ratio)*** . 17. Gas Furnace vi th Refrigeration Cooling*** Seasonal Ef.ficiency.'and Seasonal. • _SE -SEER d Energy Efficiency Ratio . . ~XNSF 18. Active Solar (Net Solar Fraction, %) 19. Zonally Controlled -Electric (Ye /H Resistance, Space Heating •.; •'• -- 1 ' Domestic Water Heating**' 20. Solar With Gas Backup (Net Solar Fraction, X) ... . ZNSF C_ 21. Other Water Heating (Describe type) - Point System Compliance Total. . . . .. . .C— -f *North shadinq earns. pouts only in Climate Zones -8,,9, 10,; 12,' 13,, 14, and 15. **Attach documentation tor, ifficiencies and'PJet SolarFraction. ***Heat pimps and refr.iger,t•on cooling do not,earn points•in Climate Zones 1, 3, 5, 7 and '.E • . 4ee !ANDATaxy !¢AS::RES CHECKLIST ?LAN _- T:ciJ IDES: :JcR DESCRIMON I CRE' C I':OT.' I SOT OR Z=53520) I: I :K OKI 1A I - I Setback thd-sos-jt un al`_ heating.r( I I or cooling sysce" except heat I: 1 I. :I : G ., Waterheater insulation blanket Q I In: l 111-12 or greater) blanket; . fir 6 C irsc " 3 feet -of pipes closest to tank I insulated 01-3 or greater) 52-5352( j) II Il Pipe insulation on steam and I I I steam -condensate return and re- I I circulating piping I I I .. II I JI $2-5352(x) Swimming .pool heating 1.. System has a.on/aff sv_.^h on heater b. ':eatherproof plate on I I. heater C. ?:gibed. to allow for I sear I I I 2. 75 percent thermal efficienc71 ! I I I I I I I for gas heater I I 3. Poo: cover I, 4. Time crack I 5. Direct -:anal water inlet I I I I I ! I Gas cook: ng appliances equipped with intermittent ignition device, -I S2 -5352(m) I I I Lighting Z5 lumens/watt of greaterl I 1. •I for genera: lighting in kitchens and bathrooms Equipment cf f icienct HVAC equipment water Nestenand. showerheads and faucets certified b7 MC.Innd dicate asks awdei n=' ber. Insulation Qlslity I ;2-3303 t0 :4305 Insulati;a specified or installed I( I I I I meets C4: quality taadazds. torsi. Indicate -rpe.ind 1e LEIGHTON and ASSOCIATES INCORPORATED t:N SOIL ENGINEERING GEOLOGY GEOPHYSICS GROUND WATER September 30, 1986 NO CELEBRATES -25 YEARS S .1986 HAZARDOUS WASTES Project No. 5861454-01 TO: Dick Glover 73-985 Highway,111 Palm Desert, California 92260 ATTENTION: Mr. Dick Glover SUBJECT: Report of Compaction Tests, Building Pad, Single -Family Residences,' 53-620, 53-640, 53-660 and 53-680 Avenida Madero, La Quinta, California As per your authorization, we have performed thirty-one compaction tests on the subject site. The test results and approximate test locations are detailed in the attached sheets (Plates -.l and 2). The maximum densities and optimum moistures were determined as per ASTM D1557-78:. The field density tests were performed in ,accordance with Nuclear Gauge method,' -ASTM D2922-78.. The results of testing indicate that the areas where tested were compacted to at least 90 percent of maximum density. The scope of the work was to provide compaction tests only not soil or foundation engineering recommendations. Should you have any questions regarding this.report, please contact us. Respectfully submitted, LEIGHTON AND ASSOCIATES, INC. Qov PaukR.oersting Brent J. Ing ram, RCE 40264 Supechnic Senior Engineer PH/BJI/cwm . Distribution: (3) Addres ee Enclosures:. Plate 1, Compaction Test Summary Maximum Density Test Results Plate 2, Sketch 74-240 HIGHWAY 111, PALM DESERT, CALIFORNIA 92260 (619) 568-0993 IRVINE • WESTLAKE/VENTURA • DIAMOND BAR/WALNUT • SAN BERNARDINO/RIVERSIDE • SAN DIEGO PALM DESERT • SANTA CLARITA/VALENCIA 0 CARLSBAD 0 TEMECULA/RANCHO CALIFORNIA PR0JE,CT--a$ 54- v t } • Sut• t: kY OF; FIELD DENSITY TESTS . Plate 1 . ► , : • . ` Pae 1 of 3 Dry Dent., P<< Fuld I 1do:imum !.{o sfure_, % FitId pit.. Rcl-t r 3cIion tlo •a Iz\ o Z. t It.o 92 \2N. 1 \ \ V. .Y \\5.o • \\.4.9' I- lo 9 5 I 1Z\•2. . 123.5 11-0 94 \•2s .Z .9. 9 5 2 0•3 9'3 . 9 • L 3 VV 104 8 t\o .z c .o 14.0 9 5 128,.5 132 •o iD 5 . 5 9? 9 .}. 1 z 4' S I\ •. 5 r' - O CO., Ln N 3( W to a _a , —C.L cli co CDLV R N. Ln Ln Ln co CDLV R Ln tj a o m, acu i O co J J p O 000 A . Nd COv `p 6` C' • v %9 9.9 %9 •1 . ASHTON,' VANCE and ASSOCIATES, INC. - consulting engineers structural engineering ( 687 W. FOOTHILL BLVD.. • CLAREMONT. CA 01711 • (714) 624.6666 / SUBJECT `/, QJOB NO - SHEET NO I of ..FOR % CCLs1'_' DAT -7z1 5 ,3& DESIGNED BY L n-rC.2ls t_ A 3J c, ys c s F -o 2C -d- j w n sPczw = 80Pu r , zCo 2 a► N O t I N GAC.GS I-} t 03.1 12 %a r to/' -- - N -- 3 LA Te RA t=" QC-ZS ShSt- WS ST, lop. r 5 't 4'12) x 2Lo %' 2 s 2 ► = c, t o .,`, v -->j s c E IS mtc rz v Z4 x lea WALLS 4 /z X2 :x (2 x. 8c _ _ 20 7-o Tint. z j l.. .. x Z '/i _ t8 j E t S pLt t C. ,• Moo 315'A I ,ax•t86 _ 104 WAC( -S A2 x'S x tZ ASHTON, VANCE o and •ASSOCIATES, INC. consulting engineers' structural engineering 987 W. FOOTHILL BLVD. CLAREMO//N T. CA 61711 • ( 714) 624.066E SUBJECT `i'UfJ}TA 7y/-tEr JOB NO s si SHEET NO .OF.. FOR wKCL=CL L £ G✓JICCS-Lri'L AIA DATE7 iS( SG DESIGNED' BY kAx R opt Sum i 4T' Q 3 Z` 3(g ; x -5;!5 /kCsu J v , U 1J f3 cz ee e 7 ' 4:5'1!'LS Z = 2 (0'f// CXorm :S-7/zc5S = 5l8*fx-S Z 8K5S' z IZ4- US P pc 7cs 4'-0" Mid A ij D unu_ C= v2.G` 13!/i X, zsz . 3 4 C)2 ' WALc._ (:C1 C,''td wAc. rz 34- CIS ,Z1 C.IS ZN (1L Wyo )JAI CMti :S / paP ti USC x-41- NlC/-1a -725. /! A.P PZ /iU0.w = 117oAT30UC=>oof7_5 gigde 9lao 4,100 004 (Z/1 D ( L7t ht OL -r!; `0 4 x ,? o5 T o rM z 7x ),7 r 12«c /5 r SBS sc 1) c- x, l8" Dcep C-,2.4oig13wr H ( ASHTON, VANCEo and ASSOCIATES, INC. consulting engineers' structural engineering 987 W. FOOTHILL BLVD. . CLAAIM/O/NT. CA 91711 • (714) 624,6666' SUBJECT-- G QCJI 1J 1TA. I!-tUHL= S JOB NO I SHEET NO of FOR kCGG•LL c LJ NCLSGL-7Z AIA DAA :ZL LSL&Co DESIGNED BY • W tC.CrS,,, G0 .1 7 . Z 3fS + S2 a Boot t*J C.c.. L.C11 C T It A WALL ••v- Z 4340 c..1/ LL— . v 4 . {Z,•OOF' z vof 35t = ZQ -O ► -- S`¢ J oM` AT (Z 0OVA 4!5 0 • wI 8 - dlo )./A 1 L S 7'J Gam.., D Fo. CzC.LE 5z! O.. :{- ,c ZC.S.0/' 4,840 ✓nc. « 7a r . l 3.' z t ' . z 2 3 ' z ` MY(i' -t /I OA Zt). -L -1-( 57/05 j3Lo ctc CV4E /1 jD /J A L(— 4 JZ-IC4 5 CC) oc.crz uAee. S A-* 44 o • c. -4 C ldr'L P3vzzs -- /2 " 3. , AT ® Forte WALL 1. 1 1c zK = i J AL ..,,- Old:IZNG,ypsS)M f1oAgb /1JS1Dc ^ D .4J4 LL 5 CoocC-7L ,SIA Ic.s' <:SD ¢ " o ,c, ; y 113c.o c Kz I ZS Al 3-1.ClCvYL l oL7S — Z r3.0 ASHTON, VANCE and ASSOCIATES, INC. consulting engineers' structural engineering 987 W. FOOTHILL BL>>VO. CLAREM/ON%%T.. CA 91711 (714) 624-6666 S (j .. C, Q, SUBJECT C11 ` lij ?'A JOB JOB NO ✓ t SHEET NO s of FORy /Com% C G✓ir C LL L pgTE -7/ 15-1 g ' DESIGNED BY h' 7o rA L 4J l ki D' FUtE r x'40' x + 4o xf3/ )] . _ 8 480 FP 24,G `.•f- 28 yeZ 4') 1( e_.1F3 Soo +tlf- to 00 U jC C-x7Z=7zfofz 4J4U-.T 7o 2cSSis' t F jrLcar LJALC_ LO-IJ47dS 5. tk Whc:L S uGAr2 t ot j .8G4", 5eisKtiC-- -T AL-A-13Jzc 2Io2 k)A(.Lg A-r. LtPaS -A tt)Gt)C,Ikp LjS C /Z" e, YP5cJ4-.JALL Qhtt.Gp S z C-oot. ALL.ow z too., h c t o ►z is o c--r g — vs t rs o Lzs A , LJ 1 (8 o. ASHTON, VANCE and ASSOCIATES, INC. consulting engineers structural. s.tructural engineering 987 W. FOOTHILL. BLVD. • CLAREMONT. CA 91711 ( 714) 624-6665 SUBJECT TA /-acs JOB NO r SHEET NO OF FOR. G %% 4 C.0%?-• G✓ GC>.LC" lJ A DAT 15- ` C7 "DESIGNED BY EC A -r= f -AL 7v A. L 4,1 r ki D P'o iZ CC L -fit X '4-1 + 4 1 x6g/v) 7SlIr.•S r, r 8'4 S p ft to-TAL SC -7$1, 1G -02(: 30 )c12'+364''..5 -f-ZBx-c4.') kG.K,l8&,..- .oc Zc;;-r+ 3.5'+. .o.' #1- 4- Io ado') x,18 Uf C—?X 7c=7zI o 2 4J4 U— 70 2 CF SfS` GC S Cl To IAL, Mtn. 8 $-7..w /j T.. A L -c- l iJ 2I o rL WALLS ../4't , Ll J v S A t r, G ► jG , 'tp ['s —AT A C.L. 13 c haJhS Goon C *r z 'ALL -0(,3 l o:o h cel o►2. Ts aLTS - /2 a C3 otTs -- — A L L 0 w. = t 8 *1. /'-' ' —d - LOAD DURATION INCREASI'. 1 , 2G Co(npuT(-us Inc. For &ab-Ff•-End= t -Ms span. .r ow SPACED 2a-E).C. r .. r_....,,.. (21 W%wit' -shed-th'ifi—"7;o )one LOADING LL • DL ON TOP CHORD 30 . PSI' face.J•r__ /- .Re-sign is /ade II$te,_ r.DL ON BOTTOM CHORD 10 PSF• -- - i G. T07AL LOAD • 40 PSF• \\\ _ / + / l• .5 PSF REDUCTION TAKEN UN 80110m CHORD. AXIAL STRESS ONLY, PEAK B H REACTION • 840 MAXIMUM TRUSS MEMBER FORCES (2x6) C -4x4.3 to 24'-0" 4,0" I.5" Tl - -1534 111 -71416 WI - -494 (2x4) C -3x4.3 to 24'-0'• 3.0" l.5" T2 - -1060 W2 528 B•• ALTERNATE SPLICE (T2) (2x6) C -4x4.3 to 24'-0" 12 (2x4) C -2.5x4.3 to 24'-0" 5 H" TP, W D MATCH T.C. 12 SPLICE D (2x6) C -5x5.1 to 24'-0" 1,5" (2x4) C -4x4.3 to 24'-0 NO SPLICE C -1,5x2.6 to 24'-0" FESS/_ R NO. 29017 General Notes. unless OThetwise rKxed: t. Design to support loads as shown. Au 4tep1 lace reaist'vp eTernens such as Temporary and permanent bracing 10 be designed and provided by others. 2. Design assumes melop and 0onomchords tooelaTeraaybracedat3- • 0' o:c. and at 12'- 0• O.C. respectively. 3. For recommended bracing details. see "Bfacrng Wood Trusses, BWT • 76- by The Truss Plate Institute 4. - 1 x3 continuous 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 environ. menl and are lot "dry condition'• of use. 8. Design assumes full bearing at all suppons shown Shim or wedge 7 necessary. 9. Design assumes adequate drainage is provided. 10. Plates shall be located on both faces of truss and placed so Ihev center lines coincide with joint center lines. 11, Digits indicate sizeof plate in inches. 12. For ba sic design values of the COmpufrus Plate, indicated by the prefix "C". see LC.B.O. R.R. 4211 13. The Computrus Net Section Plate is indicated by the prefix -CN",tM designator (18) indicates 18 98. material is used. AN others we 20 ga. Off Panel Splice Nob; Off panel point splices are located at 1/5 The panel ICngth '/ • 6• al Cehcr Cnd 01 IhC panCl inO,calCtl I 0 CA \i DOUC.FIR V6 ,, C -2.5x.4.3 to 24'-0" HEM -FIR C -2.5x4.3 to 24'-0" sten i \ 171RLL ;e -- mmI acnuao INSPECTION NO SPLICE L__ ALTERNATE SPLICE (el) . INCERTIFIED, , ' C -2.5x6.0 to 24'-0'. C -2.5x4.3 to 24'-0" srnRsuK SPLICE ! S SPAN TO 24'-0" ICDO AA -513 " C -5x6.0 to 24'-0'• ® - , IN STI?ICT ACCOMANCE SYMMETRICAL A80111CErrrERLINF WITH UBC 25-.17 ,, r1 r.a•w•F' ?arc..la - FILE No.: TRU4CHORDFOR-TAE SPANS NOTED BELOW LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED 2,- 24 - 5 - 40• DATE 6/1/84 R12/22/86 H-- SIZE 2406F 2250 F 2100 F 1950 F 1800 F 1650 F 1450 F SS DF -71 DF a2 DF SS HF a 1 HF REF 25-1 DES By sc \ TOP CHORD zx6 / 2x4 24'-0" 24'-0" 24'-0' ' 24'-0" r, Sc0 STANDARD '`'^ " BOTTOM CHORD 2x4 24'-0" 24'-0" - i-;2.7953 .- • _z4r o" 24'-0" WEB MEM24'-0„ MEMBERS • 2 x 4 STANDARD OR STUD GRADE HEM • FIR,'2 x 3_p2 HEM, -.FIR OR AS NOTED ON DESIGN L ' ) LOAD DURATION INCREASE 1 , 2$ Genael Notes, unless olnxwise noled: CompuTrus Inc. Fo>r r;ab 4rEnd_ tL-uss -span tf,,j,:j , SPACED?d"U.f, 1. Design to support loads assnown.AplalerUforce reyslrlgelemerys 'LOADING t . such as'temporary and permanent bracing to. be designed and ... r ..- .._ ....... 21""A'1>wlth "she L llflgti oYl-).One provided by others. + / Ll OL ON TOP CNORU 30 1'SF 2. Desfgnassumes the lopand broom Uwrbsto De teratry yaCQdate• • - f acct 1 1 • Design' i (ie Ucit a _a DL ON BOTTOM CHORD.. IO PSF • - 0- O.C. and at 12' - 0' O.C. respeclively, ` ^^'—L 'i TOTAL LOAD •40 pSF• . For reCommentled bFaCing details, see "Bracing Wood Trusses.BWT •S PSF REDUCTION TAKEN ON 76• bylne Truss PIaIQ InstilutQ. p/ • `/-t ,J'_ (-1 i, BOTTOM CNORD, AXIAL STRESS ONLY. s. 1x3 continuous lateral web bracing where shown .. 5. Impact bridging or lateral bracing reCOmmendad where PEAK B - R REACTION .840 - . - shown .., '— MAXIMUM TRUSS MEMBER FORCES 6. Installation of truss is theresponsibility Of the respective contractor. (2x6) C -4x4.3 to "24 ' -0" 4.0" 1 .5" T. Design assumes trusses are to be used in a noncorrosive . T1 " -1534 B1 1416 WI - -494 mens and are fon "dry condition --of use. environ. (2x4) C -3x4.7 to 24'-0" 3.0" I.5" T2 -1060 W2 • 528 8. Design assumes lull bearing at all supports. shown Shim or wedge - necessary. 9. Design assumes adequate drainage is provided. - 10. Plates shall be located on both faces d buss and placed so thein - center lines coincide with joint center fines. t 1. Digits indicate sire of plate in inches. , 8" - ALTERNATE SPLICE (T2) _ 12. For basic design values of the COmputrus Plate• indicated by the prefix • .(2x6) C-a4x4.7 to 24'-0" "C" sae I.C.B.O. R.R. 4211 - 13. The Computrus Nei Section Plate is indicated by the prefix `CN"the (2x4)'C-2.5x4.7 «s?' designator(le)indicates 18 12 to 24'-0" r t ,•QRpFESS N ga.matenelirused.Aaaliprsare2, 0pa. 5 SPLICE - D (( F On Panel Splice Note: N_ 1 w a (2x6) C -5x5.1 to 24'-0" ,E 1 .5"• c Go QO< 2 Ort panel Point spaces are totaled al 1/5 the panel length -1 • 6' at ether end of the panel ind (2x4) C -4x4.3 to 24'-07 1. 5" -taletl.2 r ' NO SPLICE No. 29017ji F" N C -1.5x2.6 to 24'-0' • 1i ff r ' • .iT ` try ) Q' o.•.'n n• N4 D T F OF CALIF a CAJr+` \ = • MATCH T. C. F - ? •'- Visit DOUC.FIR, tt•u 8 12, x4 4 . .. or 7x6 C -2.5x.4.3 t, 24,_0„ tai 11 EtI-FI R . d .e .. 7 BI C -2.5x4.3 to 245-0" atrsuao Ixa ALTERNATE SPLICE (BI) t' "lvrtm°"g ••oon.a.o• ' NO SPLICE 1_ 'n CERTIFIED boat C -2.5x6.0 to 24'-0" C -2.5x4.3 to 24'-0" CERTIFIED Q— t t^trona C L SPAN TO 24'-0" asst•ctuK "" SPLICE ,. ..: C -5x6.0 [0 24,_O„ INSPECTION _ ' - µ us, a 1° G ICS® AA -55,13 - SYMMETRICAL ABOIII CENiERUIN STRICT ACC RIDANCENF ikra••`'O • • WITH UBC 25-1% '«f40 FILE NO.: CHORD FOR T LL BEP FT MINIMUM GRADE AND SPECIE INDICATED TRU42 - 24 - 5 - 40• DATE 6/1/8, I /B4 SIZE 2400 F 2250 F 2100 F 1950 F 1800 F 1650 0 FSS DF a 1 DF q2 DF SS HF q 1 HF R12/22/86$H-. 2x6PEF 25-I • DES BY SC \ TOP CHORD 2x4 -0•'-0"24 _" SEO STAnvAi(n _ 'BOTTOM CHORD 2x4 24'-0" 241-011, >> /27953 -0" 24--o" WEB MEMBERS • 2 x 4 STANDARD OR STUD GRADE HEM -FIR; 2 x 3 a2 HEM - FIR_OR AS NOTED ON DESIGN 24'-0" f --------------- J°^r "r General Notes. unless otherwise noted: - /' / } Y, LOAD DURATION INCREASE 1 .25 CompuTrus Inc. For t;abl :-End= truss span-i.t Oi. SPACED 2a U.C. I, De6ign to fupportlPads as shown. All Lateral force resi" ng ebmen7 such as Temporary and permanent bracing to be designed and ...,..__.. , r_ ,....... 2i'',0'1>w3-thcshe-at1iilik:'oplJone. LOADING prdvoedbydtnera. LL OL ON TOP CHORD JO PSI' 2. Oesignassumes the topandbonomchordslobetatarallybraceon3- face L1 .Design is adequate.- DL ON BOTTOM CHORD- 10 ySF.. 0"o.c. and aI t2'-0 o.c. respectively. /J T07AL LOAD • 40 PSF. 3. For recommended bracing details, see -Bracingwooa Trusses, B NT / •'O/ / , _ / 4.. / -,_ BOi70M CHARD, AXIAL STRESS ONLY, T6 Dy In Truss Plral we Institute - 4. Ix3 continuous lateral web bacin9 where shown •. " 1 /• ' PEAK 8 H REACTION .840 5. Impact bridging or lateral bracing reeommerbed where • shown MAXIMUM TRUSS MEMBER FORCES 6- Installation of truss is the responsibility Of the respective contractor. ( 2x6) C -4x4 , 3 to 24'-0" 4.0'• 1.5" - - 7. Design assumes Trusses are to be used in a non-caroive environ. TI - -1534 B1 a 1416 Wl -494 mens and are for "dry condition,, of use. (2x4) C-3.4.3 to 24'-0" J. 0" I .5" 1` T2 - -1060 W2 • 528 8. Design assumes lull Dearing at all SUPports Shown Shim or wedge if necessary. ' 9. Design assumes adequate drainage is Provided. ' r 10. Plates shall be located on both laces Of vuss and placed so Their center lines coincide with joint center Fines, j - If. Digits indicate size of plate in inches. ' • g ALTERNATE SPLICE (T2) 12. For basic design values of the Computrus Plate. indicated by the prefix "C", see I.C.B.O. R.R. 4211 • ' (2x6) C -4x4. J Co 24' -0" 13. The COmpulrus Net Section Plate is indicated by Me prefix "CN", the r Q QFESS/ ^' designator(18)indicates 18 ga. material is used. Aa others are 20 ga. 12 ('x4) C -2.5x4,3 to 24'-0" j O SPLICE Solice Note; s D 'E R. Cq "9! on Penes H., i ? (2x6) C -5x5.1 to 24'-0" 1 , 5 pe Ngo F2 Off panef point splices are located at 1/5 me a. ` (2x4) C -4x4,7 co 24'-0" 1,5" panel length / • 6• at eitheru, end of the panel d:caled _ TZ •' o NO SPLICE . NO. 29017 F" C-1.5112.6 to 24'-0" EN II E"\ a Of CAO' w MATCH T,C. D TT 12 ZXG DOUC.FIR tont , lar - or 7k6 ` C -2.5x4.3 to 241_0" +'4 J flE?I - FIR R B4 C -2.5x4.7 to 24'-0" 004 e[osRao o " V. MOUSKr,r n NO SPLICE < AI-'TERNATE SPLICE (BI) CERTIFIED p { C aS r+..aa C -2.5x6.0 to 24'-0" C-2 5x4.3 to 24'-0" CERTIFIED a-- nr<ola% t. SPAN TO 24'-0" , s^r;N ' SPLICE I INSPECTION t=;ro. C -5x6.0 to 24' o _D•: IOSO AA -51.3 A $YMMETRI IN ``'' rrr. SISr v . - +.r °M ra••"•: • Q sig• SYMMETRICAL A BOUICENTERLwF' IIV WITH USO 25-17' , or,r- i ------------- F O.: CHORD FO SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED TRU42 - 24 - 5 - 40+ /I/84 SIZE 2400 F 2250 F 2100F 1.950 F 1800 F 1650 F,' 1450 F SS DF q 1 DF q 2 DF SS HF a 1 HF R12/22/86BH .2x65 -I DES RY SC ;' TOP CHORD 24,_02x4 24'-0"2 '_BOTTOM CHORD 2x4 24'-0" 24._0••TANDARD _ ; ;27953 24'7677— r 24'-0" —74''_0'• - WEB MEMBERS • 2x'4 STANDARD OR STUD GRADE -HEM • FIR, 1 x 3,d?_HEM., FIR_OR AS.NOTED ON DESIGN Pete Billington & Associates, Inc.. CLIENT Boa No. i6BB Civil Engineers 6 Land Suneyon LOTS %B , i9 Btoc r /9.3 SHT: 2 of 2 1445 No. Sunrise Way 819/3234573 Palm Springs; CA.92282 9i4Nr4 CAPNEL/TA .4T ✓.4LE. DATE Q U/SVT. UNIT NO. /9 q p Mdsonr,y ,1. ,fig qe U Wali 9 9 • so . {'s Pv.E. og3 . P 9b s.o' 9 g 8 9 • -tq-t 9c. 7 -i 9G. 7 01 e - • f.a 97 SO f f 99.00 A4 7.0 ro 9z / q, 9 Pao 9 5 @ R f0 A 10 so• so 1 i 1 S4 cs .4i EN/GA iNi4 6-e0.: