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BLCK (05-1313) + SFD (002519)53640 Avenida Madero 05-1313 002519 i y o LoJl cedf V BUILDING & SAFETY DEPARTMENT P.O. BOX 1504 (760)777-7012 FTt 78-495 CALLS TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 BUILDING PERMIT r ..-,ation Number ... X05 00001313 .2 Date 4/06/05 -erty Address 53640 AVENIDA MADERO N: 7747.103 -007 -18 -000000 - Application description . WALL/FENCE Property Zoning COVE RESIDENTIAL Application valuation . . 467 - Owner... Contractor SANCHEZ BERNABE OWNER - 53640 AVENIDA MADERO LA QUINTA CA 92253 -------- ;----- Permit WALL/FENCE PERMIT Additional desc Permit Fee. 15.00. Plan Check Fee .00 Issue Date Valuation . . . 467 Qty Unit Charge Per - Extens`ion BASE FEE :-15'.00 ----------------------------------------------------------- ----------- Special Notes and Comments 10 LF 6' BLOCK WALL STEPPING DOWN TO 10 LF 5.' BLOCK WALL ALONG FRONT OF SOUTH PROPERTY LINE. CITY STANDARD Fee summary, Charged Paid Credited Due --- •---------------------------- -- =---- Permit Fee Total 15.00 .b0 00 15:0'0 Plan Check Total .00 .1.00. 00 .00 Grand Total 15.00 .00 .00 15.00 P.O. B O x 1504 •y, w VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: 131 Date: Applicant: ff—V/' Architect or Engineer: Applicant's Mailing Address: Architect or Engineer's Address: Lic. No.: BUILDING. PERMIT DECLARATIONS 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. . License Class License No. Date Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' 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 rile a signed statement that he or she is licensed pursuant to the provisions of the Contractors' 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 fora permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): Ar) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and 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 or 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.). U I, as owner of the property, aim 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.). L) I am exempt under Sec. , B.& P. or this rea n Date Owner WORKERS' 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number 7_i I certify that, in the performance of the wor is 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 gree that, if I s uld become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisio s. Dated O OS <.pplicant WARN NG: ILURE TO SECURE WORKERS' COMPENSATION 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. 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 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. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this 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 cancellatio I certify that I have read this application and state that the above inform on is correct. agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to ter upon the abo -mentioned property for inspection purposes. Date Signature (Applicant or Agent): OWNER/BUILDER INFORMATION Dear Property O.wner: An application for a building permit has been submitted in your name listing yourself as the builder. of the property improvements specified. For your protection you should be aware that as "Owner/Builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City or County. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons 'other than your immediate family, and the work (including materials and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Government as an employer and you are subject to several obligations include State and Federal income tax withholding, federal social security taxes, worker's compensation insurance, disability insurance costs and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contracts are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an " Owner/Builder" building permit, erroneously implying that the property owner is providing his or her owri .labor and material personally. Building permits are not required.to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N. Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. T4 hf v P.O. BOX 1504 Building, AwMAddress- LA QUINTA, CALIFORNIA 92253 Owner n""M Hamm No....002519 Mailing BUILDING: TYPE CONST. OCC: GRP. Address 9538 Bri(td= Way A.P. Number 774—'109-007 City Zip ITel. Contractor ,Address. 73-32.5 My Mo S31te X City - Zip Tel.' " Pah9226fl PERMIT - - •3 State Lia City & Classif. Lic. # Arch., Engr., ' Designer Address Tel. Legal Description Lt is Project Description S$mlo-Fw:1r+ Sq. Ft. No. Size • 5. Stories New 9, Y Add""Ot Alter ❑ Repair ❑ Demolition ❑ No. Dw. Units City Zip State Mit: also s 5 . . of 32" • . .. Lic. # LICENSED CONTRACTOR'S DECLARATION + I herebyy affi m that I am licensed ,under provisions of Chapter 9 (commencing with Section •7 7000) o fiDiviston 3 of the Businessend Professions Code, and my. license is in full force and w. effect ` SIGNATURE. DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any -city or county which requires •a ' permit to construct, alter, improve, demolish, or repair any structure, prior, to its issuance• also to CER I Estimated'Valuation - y - requires. the applicant for. such permit to file a signed statement. that. he is pursuant to the provisions of the Contractor's License Law, Chapter 9- (commencing. with Section 7000) of PERMIT - - ' Division 3 of the Business and Professions Code, or that. he is exempt lheiefrom, 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). O 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 .. Plan Chk. Dep. Plan Chk. Bal. Const. - Mech. - 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 Electrical or improvement is sold within one year of .completion, the owner-builderwill have the burden of proving that he did not build or improve for the purpose of sale.) - Plumbing O 1, as owner of the property, am exclusively contracting with licensed contractors to con-- st,.ct the project. (Sec. 7044, Business and Professions -Code: The Contractor's License. Law S.M.I. - does not apply to an owner of property who builds or improves- thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) - ❑ I am exempt under Sec. B. & P.C. for this reason Grading Driveway Enc. o Date Owner Infrastructure WORKERS' COMPENSATION DECLARATION I hereby affirm that there is a construction lending agency for the performance of the - I hereby affirm that I have a certificate of consent -to -self -insure, or a certificate'of Side Setback from Property Line ' Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company FINAL DATE INSPECTOR O Copy is filed with the city. O -Certified copy is hereby furnished. ' TOTAL ' -Date. I w 3friS 7 • l.S37 . n '/ AMOUNT 250a0V 61.52 391.00 30.00 ' y 76.47.17 .29 20.007 20.00 1,131.59 T .KATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE . REMARKS (This section need not be completed i/ the permit is for one hundred dollars ($100) valuation or less.) - - •- _ certify that in the performance of Ing 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 o/ Exemption you, should become ZONE: BY: subject" to the Workers' Compensation provisions o/'the' Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Minimum Setback Distances: ' - ' Front Setback from Center. Line o Rear Setback from Rear Prop. Line CONSTRUCTION LENDING.AGENCY Side Street Setback from Center Line 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.) - Side Setback from Property Line ' Lender's Name Lender's Address FINAL DATE INSPECTOR 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 this -Date. read application and state that the above information is correct. 'I Issued by: Permit 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. Validated by: Signature of applicants i . • l Date _ Mailing Address JN Validation: City, State, Zip A6119 8 1 1833.00 CK HARD COPY CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. @ $ 2ND FL. SO. FT. @ POR. SO. FT. @ GAR. SO. FT. @ CAR P. SO. 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 OUGH PLUMB. /-7 /7f FLOOR DRAIN MECHANICAL FEES STORAGE TANK WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER ROCK STORAGE GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM OTHER APPJEOUIP. KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE,TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. @ c BATH TUB WATER SYSTEM SO. FT. @ c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID @ 11/a c SEWAGE DISPOSAL SO.FT.GAR @ 3/ac HOUSE SEWER FINAL INSP. OOFING /J 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 SETBACK �V �� UND PLUMBIN2r7 UNDERGROUND A.C. UNIT COLL. AREA Z/ SLAB GRADE/O -,,2—f— OUGH PLUMB. /-7 /7f BONDING HEATING (ROUGH) STORAGE TANK FORMS - SE OR SEPTI TAN / e�OUGH WIRINC/G- G/ b [ DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. 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. Ie4L/FRAMING ��—G� FINAL INSP. OOFING /J / I p REMARKS: VENTILATI N FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING ' MESH TION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL T V K'S SIGNA I UNtS11NITIALS. GARDEN WALL FINAL _ Z O U W Cn Z O U W Cn Cn Y Cr Q W Ir T Z O H -- U W Cn 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 fee of $30 is required when the application is submitted. Check must be made payable to the County of Riverside. 2, '7 Building Department Application Log # Name ner Agent, Contractor, ELci, Mailing A dress IT—lehaeo City aC lisp State ce-- Zip Code 9'e -z & v Tale e 4_/Z6a 'Job Property Addresst c ,.. Ci.-PwornmEmit Y Legal Description of Property. (Lot. PM, TR)V 103 -. 'Assessor's Parcel No. Water Agency orwWell, `u r Use of PermI Planning Case #_ Lot Size — SFD. MH Site Preparation Etc, •- " © ©C7 S nature of Applicant Date 'The above information must be verified from Building Application STAFF USE — DO NOT WRITE BELOW THIS LINE _/ !P `Initi%al Date / Certification of Existing S.D. System required. ❑ Yes I J/No ,`SWO t,_ 7 1 % - (p _ WQCB Clearance required. ❑ Yes I, *1/No Soils feasibility ❑ — report required. Yes 2, "No Detailed boring report required. ❑ Yes Le "" o Detailed contour plot plans required. ❑Yes L'J ND — Staff Specialist approval required. ❑ Yes i No Lot Inspection Date— Soils/boring report byg Z Project # Date Soils Map Page//"-//. Soil Type_ _Approved by " - S _Date Type of System: ❑ Existing ®'New ❑ Additional ❑ Replacement No. of Bedrooms max ' (1) Sefptic Tank / Gals." Soil Rate Required (2) Leach line sq. ft. (Bot—1 r aeric area) Sidewa l allowance rb© Ft. Install Line(s) Ft. Long, Leach bed Sq. Obottom _ft: -Sq. Ft-•w Incl h min. inches Ft. per running ft. rock below drain lines _ area Leach lines/b d -special -design for slope: (3) Pit Diameter No. Pits Pit BI Seepage Pit total depth_ M, w Applicable _, Overburden factor / l Max. allowable depth VU ..i-- / qN/A / 9 V This application=is approved/delaied for the design of a subsurface disposal system as indicated on the accompanied plot plan using the requirements A above. set forth in Sectio -n-8 A building permit is necessary for the installation of the above -designed system.. a' (1) ;Septic tank and sewer lines must be 50' from any wells -< 2 Leach lines must be 100 min. from any wells including expansion area / (3 Seepage pits must be 150' min. from any wells, including .expansion area -00 Y C-t"f ` • •' f "' `'' r '' I l 'I ' -- P Signature of Health Official Date RECEIPT NO. 10Issued by_ S-/' Date —7f 7 Af,-, District: ❑ Riverside ® ndf io ❑ Hemet ❑ Perris ❑ Rancho Calif. ❑ Blythe Distribution: WHITE—Office file YELLOW—Applicant PINK—Bldg. Dept. GOLDENROD—Pending File DOH SAN 122 (Rev. 2/86) h 1t =::mow► - . ROOT 7175'als', ' FOR GABLE ENDS UNDER 6-8" IN HEIGHTL •,± ;F?" CompuTrus Inc. 'r! ** MINIMUM GABLE STUD GRADE - 2x4 --J STANDARD GRADE HEM -FIR E; :'E ',ON INS Rev i ii.;!.;uf-,. ,"E GABLE END to a p qy .y.-• ,a 9 61iiEsau% :r r rI _ C -2.5x4.3 (2) a ED PRE 2x4 BRACE AT 16'-0"o.c. OR AT ` CENTERLINE. ATTACH WITH 16d C -1x2.6 Typical w AILS SHOWN IN ( ) ;RAL C-2. 5x4 ?LATE J►L .il. JAL J o•.a . , t !( start e W aaLL a L BRACING FOR GABLE END ? aaa •tea r 0.. C/p!a` _ RfXlfcfO ruff k ,f,rH FILE NO.: GABLE END ,DATE'. 6/1/84 REF• 25-15, IDES. BY: SC j SEO. STANDARD 2x4 STUDS / 16" • MAX CUTOUT FOR 4x2 OUTLOOKER r z a C -2.5x4.3 (Spl) VARI S * CENTER VERTICALS VARY AS REQUIRED BY VENT SIZE OR OUTLOOKER CUTOUT FOR 4x2 OUTLQOKER UFF STUD 1X9 A1JD-UN. ATTACH - OVER STUD WITH 8d NAILS AT 9"O.c. 4x2 OUTLOOKER DETAILS '' n .' } t x, •, ; : '•:.Y N Alr >a. c 1', r + "1:• s .z`. ;- .'R. ! . ," '°` : s . . ._ y .. ... v • *. s CampuTrus Inc. PEAK B R (2x6) C -4x4.3 to 24'-0" 4.0" 1.5" (2x4) C -3x4.3 to 24'-0" 3.0" 1.5" 12 D5 H' C L CERTI IFICD S INSPECTION ® ICSO AA -5i 3 IN STRICTACCOMANCE • WITH U2C 25-17 PRE FABI RRICATES ALTERNATE SPLICE (T2) (2x6) C -4x4.3 to 24'-0" (2x4) C -2.5x4.3 to 24'-0" MATCH T.C. D LOAD DURATION INCREASE 1. 25 SPACED 24. O.C. LOADING LL • OL ON TOP CHORD = 30 PSF DL ON BOTTOM CHORD = 10 PSF. TOTAL LOAD = 40 PSF• •5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. REACTION = 840 MAXIMUM TRUSS MEMBER FORCES T1 - -1534 B1 - 1416 WI - -494 T2 - -1060 W2 - 528 SPLICE D (2x6) C -5x5.1 to 24'-0" 1.5" (2x4) C -4x4.3 to 24'-0" 1.5" NO SPLICE C -1.5x2.6 to 24'-0" 2x4 General Notes, unless otherwise noted: I. Design to support loads as shown. AN lateral force resisting elements such as temporary and permanent bracing to be designed and Provided by others. 2. Design assumes the top and bottom chords to be laterally braced at3- - 0' O.C. and at 17 -0' o.c. respectively. 3. For recommended bracing details. see "Bracing Wood Trusses. BWT '76' by the Truss Plate Institute. 4. 1x3 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. mere and are for "dry condition" of use. 8. Design assumes full bearing at all supports shown. Shim or wedge 0 necessary. 9. Design assumes adequate drainage is provided. 10. Plates shag be located on both laces of truss and placed so their center lines coincide with joint center lines. , 11. Digits indicate size of plate in inches. 12. For basic design values of the Computrus Plate. indicated by the prefix "C" see I.C.8.O. R.R. 4211 13. The Computrtu Net Section Plate is indicated by the prefix -CN-• the designator (18) indicates 18 ga. material is used. An others are 20 ga. ON Panel Splice Note: Off panel point splices are located at 1/5 the panel length '/ • 6- at either end of the panel indicated. DOUG.FIR x6 C -2.5x4.3 to 24'-0" y. NEM -FIR C -2.5x4.3 to 24'-0" ata %L w, Irfosr[ao I r 1 ALTERNATE SPLICE 01) srrtcTUK NO SPLICE 1.-. I stn C -2.5x6.0 to 24'-0" C -2.5x4.3 to 24'-0" it SPAN 70 24'-0" patss.o,, u SPLICE C -5x6.0 to 24'-0" ..Horn _ a` • - '`_ SYMMETRICAL ABOUT CENTERLINE FILE NO.: TRU42 - 24 - S - 40• CHORD FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED SIZE 2400 F 2250F 2100 F 1950 F 1800 F 1650 F 1450 F SS DF #1 DF rig DF SS HF 11 HF DATE:6/1/84 2x6 24'-0" 24'-0" REF.: 25-1 DES. BY: SC TOP CHORD 2x4 24'-0" 24'-0" 24'-0" SEO.. STANDARD BOTTOM CHORD 2x4 24'-0" 24'-0" 24'-0" WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR, 2 x 3 b2 HEM - FIR OR NOTED ON DESIGN '^ .. - Tom• ,." .r• nN- ` . ? y 4 a.' ., ... ., r ;.ti - - r _ . Oemoo Webs, unless otherwise noted: CompuTrus Inc. .J=( :. 1.25 1. Design to support bads as shown, AN lateral force resisting element" 6 AC EU:- OC such as temporary and permanent bracing to be designed and LOADING; provided by others • "_""'^' """•"" ` ^"'•^^" LL DL ON TOP CHORD 30 pSF 2. Design assumes the top and bottom chords to be laterally braced at 3' '•...• - •... • - -.. - -- " ' OL ON BOTTOM CHORD - 10- PSF - - ""' -- 0' o.c. and at 12' - 0' ora respectively. ** 2x6 No.2 Doug.Fir to'48'-4" TOTAL LOAD 40 PSF- 3. For recommended bracing details. see "Bracing Wood Trusses. BWT * 2x4 Construction Hem -Fir [0 41'-2" •_PSFREDucT:a •. :tA,EON - 76' by the Truss Plate Institute. 4.1x3 continuous lateral bracing where shown •. *90T 2x4 Standard or Stud Hem -Fir to 30'-3" SPLICE TOM CHORD AXIAL STRESS ONO p S. Impact bridging or lateralral bracing recommended where 5. (2x6) C -5.5x7.7 Co 48' -4" REACTION 1692 1 show' - -' S. Installation of truss is the responsibility of the respective contractor. PEAK B H .5" ArAxfMU0.a TRUSS MEMBER FORCES 7. Design assumes trusses are to be used in a non -corrosive environ- - (2x6) C-50.7 to 48'-G" 5.0" 3.0" (2x4) C -5x6.0 to 45'-8" 1.5" T1 - -7516 BL - 7086 W1 - - 652 ment and are for --dry condition" of use. it (2x6) C -4x6.0 to 36'-8" 4.0" 2.0" - NO SPLICE T2 -7048 B2 = 5631 W2 1192 S. Design assumes full bearing at all supports shown. Shim a weoge necessary. T3 = -5414 B3 = 4838 W3 - - 598 9. Design assumes aoepuate drainage is provided. (2x4) C -5x5. L to 45'-8" 5.0" 2.0" C -2.5x6.0 to 48'-4" T4 = -4202 W4 = 596 10. Plates small be located on ban faces of truss aro placed so their W5 = - 954 cemer tines coincide with joint center fines W6 = 2885 11, Digits indicate size a plate in inches. " 12. For basic design values a the Compu nus Plate. indicated by the prefix SPLICE p "C-, see I.C.B.O. R.R. 4211 8. B+( . (2x6)C-5.50.7 to 48' -4" 1 13. The Computrus Nei Section Plate is indicated by the prefix "CN-, the ALTERNATE SPLICE (T3) .5" Designator (18)inditatesl6ge.material is used, Ail others are 20go. t2 (2x6) C -4x6.0 to 48'-4" (2x4) C -5x6.0 to 45'-8" 1.5" (2x6) C -4x4.3 to 36'-8" NO SPLICE On Panel Splice Note: 5 Oa oanef point sdoces am tocatec at v5 the (2x4) C -2.5x6.0 to 45'-8" C -2.5x6.0 to 48'-4" Panel length -1. 6- at e::aer enc w me panel mc:catec, D ALTERNATE SPLICE (T2) 3 2.,6 ** 7J (2x6) C -4x6.0 to 48'-4" 2x4 • g (2x6) C -4x4.3 co 36'-8" C -1.5x2.6 to 48'-4" v D (2x4) C -2.5x6.0 to 45'-8" 8 EOUAL PANELS TOP CHORD ,`o+rh tocrw, , 2x yY 4 BLOCK 2 6 ECUaI PAT:ELS BOT TO:: CHORD 3 '= 83 2z4 DOUC.FIR CAI T2.5.' 2.5 or ` ?X6 V. 2 B2 7j CN18-3x17.9 to 48'-4" (71111. t- C -5x14.5 to 45'-7" SPLICE NO SPLICE 2x4 81 C -3x11.9 to 37'-6" yj1 CN18-5.5x17.9 to 48'-4" NO SPLICE - 4 C_2.Sx6.0 to C -5.5x11.9 to 45'-4" 48'-4" HEM -FIR C -5.5x9.4 to 42'-10" SPLICE C -2.5x6.0 to 48'-4" `tor moo 018-5:5xl3.6 to 48'-4" `x[ast[tto' • C -5.5x11.9 to 48'-4" SPLICE .cam '' C -5x14.5 to 45'-7" to C -5.5x9.4 to 45'-5" CN18-5.5x17.9 to 46'-0" SPAN TO 48'- C -3x11.9 to 37'-6" stlecnrR>< CN -5.5x14.5 to 37'-3" shu xhN ALTERNATE SPLICE (B2) tot yo'q oryuyy - CN18-5.5x17.9 to 48'-4" °: CN -5.5x14.5 to 46'-10" ..zou •ar _ SYMMETRICAL ABOUT CENTERLINE ''.o' w` -a • r `-`ryp FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED FILE NO.: SCI86 - 48-5/2.5-40* CHORD SIZE 2400 F 2250 F 2100 F 1950F 1800 F 1650 F 1450 F SS DF #1 DF 412 DF SS HF 41 HF DATE: 1/1/85 REF. 25-1 DES. BY SC TOP CHORD 2x6 48._4.. .. r_•.. 2x4 45'-8" 44'-4" 42'-10" 41'- V' 39'-5" 37'-•6" 34'-5" 40'-7" j7' -O' 32'-4" ?6'-)" 32'-8" SEO STANDARD BOTTOM CHORD 2x4 48'-4" 43'-0" 33'• 8" 31.'-10" 44'- j9 10" 3 '-4" " '- " WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 ;:2 HEM - FIR OR AS NOTED ON DESIGN CompuTrus Inc. PEAK - B H (2x6) C -5x5.1 to 36'-8" 5.0" 2.0" (2x6) C -4x4.3 to 30'-0" 4.0" 2.0" (2x4) C -5x5.1 to 34'-0" 5.0" 2.0" (2x4) C -4x4.3 to 30'-0" 4.0" 2.0" mI L t ..d ROOF TRUSS C L Icum, F159 NSPECTION I S ICBG AA -513 IN STRICT ACCORDANCE WITH UBC 25-17 PREFABRICATED ALTERNATE SPLICE (T2) (2x6) C -4x4.3 to 36'-8" (2x4) C -2.5x4.3 to 34'-0" 12 5 ;w . I I -I B2 m CENTERLINE SPLICE ALTERNATE SPLICE (112) C -3x6.0 to 36'-8" C -2.5x4.3 to 36'-S'• I, SYMMETRICAL ABOUT CENTERLINE FILE NO.: TRU43 - 36 - 5- 40• DATE: 6/1/84 REF.: 25-1 DES. BY:. SC SEO.: STANDARD - LOAD DURATION INCREASE 1.25 SPACED 2; O C LOADING LL • OL ON TOP CHORD = 30 PSF OL ON BOTTOM CHORD = 10 PSF TOTAL LOAD = 40 PSF •5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY REACTION = 1283 MAXIMUM TRUSS MEMBER FORCES T1 - -2436 B1 - 2249 W1 - -560 T2 = -2096 B2 = 1475 W2 - 727 SPLICE D (2x6) C -5x5.1 to 36'-8" 1.5" (2x4) C -4x4.3 to 34'-0" 1.5" NO SPLICE C -1.5x2.6 to 36'-8" C -1x2.6 to 30'-0" NO SPLICE C -2.5x4.3 to 36'-8" SPLICE C -5x5.1 to 36'-8" General Notes, unless otherwise noted: 1. Design to support loads as shown. AN lateral force resisting elements such as temporary and permanent brac'ug to be designed and provided by others 2. Design assumes the top and bottom chords to be laterally braced at 3' - Cr o.c. and at 12' - 0' ox- respectively. 3. For recommended bracing details. see"Bracing Wood Trusses: BWT, - 76- by the Truss Plate Institute. a. 1 x3 continuous lateral wee bracing where shown •. 5. Impact bridging or lateral bracing recommended where anown 6. Installation of truss is the responsibility of the respective contractor. 7. Design assumes trusses are to be used in a non -corrosive environ- ment and are for "dry condition" of use. a. Design assumes lull bearing at all supports shown. Shim or wedge it necessary. 9. Design assumes adequate drainage is provided. 10. Plates shalt be located on both laces of truss and placed so their center lines coincide with joint center lines. 11. Digits indicate size of plate in inches. 12. For basic design values of the Computrus Plate• indicated by the prefix "C-. see I.C.B.O. R.R. 4211 13. The Computnn Net Section Plate is indicated by the prefix -CN-. the designator (18) indicates 18 ga. material is used. AN others are 20 ga. Off Panel Splice Note: Olt panel paint splices are located at 1/5 the .. panel length -/ • 6- at eilner end of the panel indicated G EQUAL PANELS TOP CHORD Ir 3 EQUAL PAIJELS BOTTOM CHOND D DOUG.FIR 2x4 or 2x6 C -2.5x6.0 to 36'-8" C -2.5x4.3 to 28'-6" Bt 2x4t6.0--to 36'-8" C -'2:5x6.0 to 35'-4" C -2.5x4:3 --to 23'-1" SPAN TO 36'-8" CHORD FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED SIZE I 2400FI 2250F I 2100 F I 1950FI 1800 F I 1650 F I 1450F ISSDF I it 1 DF I #2n;: I SS HF I U 1 HF TOP CHORD 2x6 36'-8" 36'-8" 36'-8" 2x4 34'-0" 33'-4" 33'-0" 32'-3" 31'-8" 31'-0" 29'-8" 33'-0" - 33'-0" 32'-1" 31'-0" 31'-0" Tmrt s, i = ` t aq 2x4 36'-8" 34'-5" 36-8"* 34'-11" 36'-8" 34'-4" ant l a t• o • *tctntrao norn7nrrt _ ` 'int bOraa t sfmauw y`ri, rwx .a,reu a . cuumu . '•. w CHORD FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED SIZE I 2400FI 2250F I 2100 F I 1950FI 1800 F I 1650 F I 1450F ISSDF I it 1 DF I #2n;: I SS HF I U 1 HF TOP CHORD 2x6 36'-8" 36'-8" 36'-8" 2x4 34'-0" 33'-4" 33'-0" 32'-3" 31'-8" 31'-0" 29'-8" 33'-0" - 33'-0" 32'-1" 31'-0" 31'-0" BOTTOM CHORD 2x4 36'-8" 34'-5" 36-8"* 34'-11" 36'-8" 34'-4" wte MtMbtHb - 2 x 4 STANDARD OR STUD GRADE HEM - FIR, 2_x 3 lit HEM - FIR OR AS NOTED ON DESIGN t" -, ,., 't• ?tyi r"'4 ". , a,} _,.3". - - `'t"'^{, c u :t• .-y`i'.`"" *7..;:.L .,• ,rf 'c, _ •.. .0 s- .. - a . r - ~- _ T f 12 5 H" 3 2x6 2x4 ** (+) + (+) W2 1 2.5 B2 12 L SPLICE C -5.5x14.5 to 45'•-2" C -5.5x11.9 to 41'-7" C-50.4 to 32'-9" SYMMETRICAL ABOUT CENTERLINE , 5 LOAD )uRA.lO"::%CREASE 1.25 SPACE02- OC LOADING LL - DL ON TOP CHORD , 30 PSF OL-ONBOTTOMCHORD,c,,,.10 ..PSF TOTAL LOAD LOAD = 40 PSF. '3 PSF REDUCTrON TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. , REACTION = 1581 MAXIMUM TRUSS MEMBER FORCES T1 - -6069 81 - 5723 W1 - 112 T2 - -3949 B2 - 5723 W2 - -1983 W3 = 2511 ALTERNATE SPLICE (T2) (2x6) C -4x4.3 to 45'-2" SPLICE - D (2x4) C -2.5x4.3 to 32'-0" (2x6) C -5.5x6.0 to 45'-2" 1.5" (2x4) C -5x5.1 to 32'-0" 1.5" NO SPLICE C -2.5x6.0 to 45'-2" C -2.5x4.3 to 31'-6" 1x4 = EOUAL PANELS TOP CHORD 2x4 gLO 3°r 2x6 •1 EQUAL PANELS BOTTOM CrIORD ALTERNATE SPLICE (B2) CN18-5.5x17.9 to 45'-2" CN -5.5x14.5 to 43'-1" CN18-3x13.6 to 40'-4" @' NO SPLICE C -1.5x2.6 to 45'-2" SPLICE CN18-5.5x17.9 to 45'-2" CN -5.5x14.5 to 42'-8" SPAN TO 45'-2" Gerw al Noblk unless otherwise noted: 1.00 to support bads as snows, Aa bteral force resisting elements such as temporary and permenerd bracing to be designed and provided by others. 2. Design assumes the top ars bottom chords to be laterally braced of - 0' O.C. and at 12' - 0" o.c, respectively. 3. For recommended bracin'g'delails.see -Bracing wood Trusses. 8WT - 76- by the Truss Plate Institute. a. 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 noncorrosive environ - mem and are for "dry condition" of use. . 6. Design assumes full bearing at all supports shown. Shim or wedge it necessary. 9. Design assumes adequate drainage is provided. 10. Plates shag be located on both faces of truss and placed so their center fines coincide with joint center lines. 11. Digits indicate size of plate in inches. . 12. For basic design values of the Computrus Plate, indicated by the prefix -C-, see I.C.S.O. R.R. 4211 13. The Compuuus Net Section Plate is indicated by the prefix -CN-, ow designator (18) indieams 18 ga. material is used M Wars are 20 9& Off Panel Splice Note: Ott panel point sohces are locales at 1/5 the panel length •/ - 6- are'Iner end of the panel ma,caled DOUG. FIR t`o+rL farar C -5x14.5 to 45'-2" a`f >rgrtt 5,C C -3x11.9 to 43'-5" wxou = C -3x9.4 to 34'-1" taro s HEt-FIRa w+ °,` C -5x14.5 to 44'-2" - C-3x11.9 to 43'-5" C-30.4 to 34'-1" 0T.i. LATERAL BRACING REQUIRE?IEWS FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED - FILE NO.: SCI44 45-5/2.5-40* CHORD C omp uTr u s Inc. (W2)(+) 2 Required on Spans Over 37'-8" SIZE 2400 F 2250 F 2100 F 1950 F 1800 F 1 1650 F 1450 F SS DF HI DF #2 DF HF (1,12) + t Required on Spans Over 28'-4" * 2x6 No.2 Hem -Fir to 45'-2" ** 2x4 Construction Grade Hem -Fir to 44'-3" REF.• ** 2x4 Standard or Stud Grade to 32'-5" 45'-2" 44'-4" 42'-8" 39'-9" 42'-10" .40'-9" 37'-7" PEAK B H 25_1 .DES. BY: SC (2x6) C -5x6.0 to 45'-2" 5.0" 2.0" gS#1 32•_0" 31•_4" 30'-5" 29'-6" 28'-5" 27'-5" 25'_7" 28'-7" 27'-4" 24'-1 l" (2x6) C -4x6.0 to 36'-8" 4.0" 2.0" SEO.. STANDARD (2x4) C -4x4.3 to 32'-0" 4.0" 2.0" 45'-2" G '- ._ 36'-2" 30'-1 41'-5" 37'-4" 31'-10" T f 12 5 H" 3 2x6 2x4 ** (+) + (+) W2 1 2.5 B2 12 L SPLICE C -5.5x14.5 to 45'•-2" C -5.5x11.9 to 41'-7" C-50.4 to 32'-9" SYMMETRICAL ABOUT CENTERLINE , 5 LOAD )uRA.lO"::%CREASE 1.25 SPACE02- OC LOADING LL - DL ON TOP CHORD , 30 PSF OL-ONBOTTOMCHORD,c,,,.10 ..PSF TOTAL LOAD LOAD = 40 PSF. '3 PSF REDUCTrON TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. , REACTION = 1581 MAXIMUM TRUSS MEMBER FORCES T1 - -6069 81 - 5723 W1 - 112 T2 - -3949 B2 - 5723 W2 - -1983 W3 = 2511 ALTERNATE SPLICE (T2) (2x6) C -4x4.3 to 45'-2" SPLICE - D (2x4) C -2.5x4.3 to 32'-0" (2x6) C -5.5x6.0 to 45'-2" 1.5" (2x4) C -5x5.1 to 32'-0" 1.5" NO SPLICE C -2.5x6.0 to 45'-2" C -2.5x4.3 to 31'-6" 1x4 = EOUAL PANELS TOP CHORD 2x4 gLO 3°r 2x6 •1 EQUAL PANELS BOTTOM CrIORD ALTERNATE SPLICE (B2) CN18-5.5x17.9 to 45'-2" CN -5.5x14.5 to 43'-1" CN18-3x13.6 to 40'-4" @' NO SPLICE C -1.5x2.6 to 45'-2" SPLICE CN18-5.5x17.9 to 45'-2" CN -5.5x14.5 to 42'-8" SPAN TO 45'-2" Gerw al Noblk unless otherwise noted: 1.00 to support bads as snows, Aa bteral force resisting elements such as temporary and permenerd bracing to be designed and provided by others. 2. Design assumes the top ars bottom chords to be laterally braced of - 0' O.C. and at 12' - 0" o.c, respectively. 3. For recommended bracin'g'delails.see -Bracing wood Trusses. 8WT - 76- by the Truss Plate Institute. a. 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 noncorrosive environ - mem and are for "dry condition" of use. . 6. Design assumes full bearing at all supports shown. Shim or wedge it necessary. 9. Design assumes adequate drainage is provided. 10. Plates shag be located on both faces of truss and placed so their center fines coincide with joint center lines. 11. Digits indicate size of plate in inches. . 12. For basic design values of the Computrus Plate, indicated by the prefix -C-, see I.C.S.O. R.R. 4211 13. The Compuuus Net Section Plate is indicated by the prefix -CN-, ow designator (18) indieams 18 ga. material is used M Wars are 20 9& Off Panel Splice Note: Ott panel point sohces are locales at 1/5 the panel length •/ - 6- are'Iner end of the panel ma,caled DOUG. FIR t`o+rL farar C -5x14.5 to 45'-2" a`f >rgrtt 5,C C -3x11.9 to 43'-5" wxou = C -3x9.4 to 34'-1" taro s HEt-FIRa w+ °,` C -5x14.5 to 44'-2" - C-3x11.9 to 43'-5" C-30.4 to 34'-1" 0T.i. FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED - FILE NO.: SCI44 45-5/2.5-40* CHORD SIZE 2400 F 2250 F 2100 F 1950 F 1800 F 1 1650 F 1450 F SS DF HI DF #2 DF HF DATE' 65-/84 REF.• 2x6 TOP CHORD 45'-2" 44'-4" 42'-8" 39'-9" 42'-10" .40'-9" 37'-7" 36'-10" 25_1 .DES. BY: SC 2x4 gS#1 32•_0" 31•_4" 30'-5" 29'-6" 28'-5" 27'-5" 25'_7" 28'-7" 27'-4" 24'-1 l" 24'-7" SEO.. STANDARD BOTTOM CHORD 2x4 45'-2" G '- ._ 36'-2" 30'-1 41'-5" 37'-4" 31'-10" WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 d2 HEM - FIR OR AS NOTED ON DESIGN 'Itt 4 4 Q" P.O. BOX 1504 APPLICATION ONLY Building rJ' / / y\ 78-105 CALLE Address ) (p 7 Q j , '- Q,. { LA QUINTA, CALIFORNIA9 ORNIA 92253 Owner Mailing ( Address i >C' BUILDING: TYPE CONST. OCC. GRP. r ( / / 7V'' Q 3 (DQ / A.P. Number / City Zip Tel. I T `/' N, HA 0, ! U U Legal Description r C)+ Contractor i C1 r 1 Project Description S 140 Address City Zip Tel. State Lic. City 0,VC & Classif. Lic. # Sq. Ft. No. No. Dw. Size ! A. Stories Units Arch., Engr., Designer New Add ❑ Alter ❑ Repair ❑ 'Demolition ❑ Address ` Tel .4" 1 1r' CityZip State 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. 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 o! 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). 0 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, Bulsness and Professions Code: The Contractor's License Law does not apply to an owner or 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 the work for which this permit is issued, I shall not employ any peon in any manner so as to become subject to the Workers' Compensation Laws of Californirsa. Date Owner NOTICE TO APPLICANT: If, after making this Certificate o! 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 per of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's 'Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above-. mentioned property for Inspection purposes. Signature of applicant Date .Mailing Address City, State, Zip BUILDING DIVISION Estimated Valuation PERM Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line j FINAL DATE INSPECTOR Issued by: Date r Permit Validated by: Validation: A5985 7 17 25x00 TL CONSTRUCTION ESTIMATE GROUND PLUMBING NO. ELECTRICAL FEES NO. PLUMBING FEES S 0 $ 6 9 V d UNITS BONDING HEATING (ROUGH) STORAGE TANK 1ST FL. SQ. FT. @Yla, j ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. 2ND FL. SQ. FT. METER LOOP HEATING (FINAL) OTHER APPJEOUIP. YARD SPKLR SYSTEM l POR. SQ. FT. @ MOBILEHOME SVC. BAR SINK WATER HEATER GAR. SQ. FT. ® 141, AR/f 3 1POWEROUTLET BOND BEAM ROOF DRAINS CAR P. SQ. FT. ® LUMBER GR. DRAINAGE PIPING FRAMING { FT. ® i WALL "&v' ROOFING DRINKING FOUNTAIN SQ. FT. VENTILATION URINAL ESTIMATED CONSTRUCTION VALUATION $ %S 39 WATER PIPING NOTE: Not to be used as property tax valuation SPARK ARRESTOR FLOOR DRAIN MECHANICAL FEES LATHING WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASH ER(AUTO)(DISH) INSULATIONISOUND APPLIANCE DRYER FINISH GRADING GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED FINAL INSPECTION LAUNDRY TRAY AIR HANDLING UNIT CFM FENCE FINAL KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT 1,2 SHOWER BOILER B.T.U. SQ. FT. @ c BATH TUB SQ. FT. @ c WATER HEATER MAX. HEATER OUTPUT, B.T.U. IG/S SQ. FT. RESID @ 1V, c 36 T SEWAGE DISPOSAL 30 SQ.FT.GAR @ 3/ac y HOUSE SEWER JQ GAS PIPING PERMIT FEE ZQ PERMIT FEE PERMIT FEE 0 DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE 30. ° .sem 3 6 /. 0 ° 74.6 o g--- 1 /o1 o0 STRUCTURE PLUMBING ELEC1TgICAg HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. 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 INSULATIONISOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL d WED O r Desert,.Sands:"Unified' . SA001 District rn BERMUDA.DUNES RANCHO MIRAGE 82-879 HIGHWAY 'I I I • INO10. CALIFORNIA 92201-567 8 (619) 347-8631: INDIAN WELLS to PALM DESERT J' 'tea LA OUINTA ►O 'INDIO • July- 30., 1.986 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 .dots has mitigated i.ts impacts on our overcrowded schools by payment' of the amount'of $628 per unit to be applied to the cost of district educational,facili.ties made,, necessary by such new development. . - S,i ncerely, John D. Brooks Assistant Superintendent Business`Services JDB/cM;. _ 1 ASHTON .VANCE and ASSOCIATES, INC. l . J r consulting engineers structural engineering 4w 987 W. FOOTHILL BLVD. CLAREM,"O.NT. CA 91711. ('714) 624.666E SUBJECT ` -?CJ 12J T^ A L M CS JOB NO _ SHEET NO w{Lof LG T-1 S FORT DESIGNED BY- CA Y FGA . N.: _ • GCo72 gat Or o J. I `, 4 c. L.L s O j 7 . _ I N N 3 2t'. 19' LA -,e -RA(- t--0QCZS CCASWCS,- !,J t..) t Jn .: (5 t:.4 fZ) x Z /ice 2 S 2 ► -=— ,3t ov c, 0v Lmo-S fZooc Z4' x lCpl x, (a, _ WALL! . 4/Z'k2 2tI`,c,tacs._ 20 l.J2 w► p (8 fAFI) x 2 V7- _ tSIV, wills SjC(S tic d 104 • _ 14l (, 3 w i ao = (4` -Coy) x 2c'Iz L Z Co's 6ouza0s ` ASHTON, VANCEand ASSOCIATES; INC. consulting engineers' structural engineering 987 W. FOOTHILL BLVD. " ' . ' CLAREMONT. CAb1711 '(714) 624.666E SUBJECT `YLJlj-rA- HOHEs JOB NO SHEET NO of 40 FOR l JCL— C. ='1"L £ G✓l1 CLL=%L A IA DATE -- i S ( _81S DESIGNED BY (:A 7C-3Z 4 C_ Fo c . 5 CA S ' — LJ c`S Z C o ty p 3S 'Ins Z CD-x !J tcc c.) g4• . 4( ,J l "-D B A 7 IZ'" f/c-Z> r3e- --06e C IfGs Z = .Z o 1So C Wo r7D S?/ZC-5S e 8 x ?i3 z 8 X -5 S.' z l2. 6/1 p PCA 7CS 4 o" M/ A D-D. OA LL_ wj 9 =1 r-rl 1 T LAP t c.c.. s © [` sz.c. use /Z" p cwo J A IL_ ti A -r cvA cs n PL w.= . Ai3ovc oorzs 4" -7- =. '723 "x 7 ► = SoG o AIL-- 9&0.W t 't$ov M 4/1zE .5,1 1'Sc 0 D 2A N 2 - 5/0 " T3 o L-r5 70 4 x P os Z. o!M z 7x ).?wr 12"- sc 12 Nr, c C 1 IS " 'P o c 3 wr ez 0-14- ASHTON, VANCEand ASSOCIATES, INC. i consulting engineers' structural engineering ° 997 W. FOOTHILL BLVD. CLAREM''O//NT. CA 91711 • (714).624.6666 .0 SUBJECT -GA QU/UTA ! UHL S JOB -NO S SHEET NO 6F ' FOR tf EGGS=TZ NEc3 CL r2 -AIA . . OAS —7 CSI O . . DESIGNED BY 20 C= 2 c ' i( x. ZSZ IZ1 - lgz _ -S(,90 - S25a _ a4oa w n « (-Ci3 C, -r a z' f [ p 6T 64 A MA a 4Z c' 0 C3.2 (,Jai C, L- 840c> fob 8 Z i A T GJAC C_ .(Z.00F .z .63 00% 3St r Zzk0*t"-'t" 8`S M AT, (Z oo;r J ZOLT,5 :.• na. L 2' JJA1L 4J/ 6 4 4 u &TA a5 8 q T J Z'' r--, GrPci ;'' 0 i- 0 C c- . ` ZSo.. - - Ca` x Z 0/4- _ 64-0 /z G.lF9LL -v- r 1a84o/23%z = '( Y/7fJM 0A'1Z -'zac-k S. n 13 -ocis CWC-/1JJDIJAc - AL-:- c-VUc:S ¢ 5 w/ Ste. C00c-c7z "Ale -5 AT 4 " o• c. Auo .i G Z>c t5 0 : duo . 7Arsc.a 41 T) ® Foy Z x 5: . WAC- L tic zK t C.%) nL` U1'E IZtiti3(PSrJNt f3ol rcD /1-15[Dc= A .4M lL Lfj ILS L N O .C. , U 1Jl3Goris ASHTON, VANCE and ASSOCIATES, INC. consulting engineers' structural en.gineering . ` 987 W. FOOTHILL BLVD. • CLAREM/ONT. CA 91711 (714) 624=6665 SUBJECT V qcJ i1j ra `44- fCS JOB NO SHEET NO ` of FOR/j/4DAA -7Z 1 5j DESIGNED BY .4 o' x 4' - 40, X / ') ? ►.S 8.480 L 7 ilk 30. x 1Z + 58' X 5 9 Z.8'x Z4 Boo +.4.0' +k-7 -- to do') x C. _ 1 S 00 WAc.L'C-&2j4 T 1S / To-rA Mt 1_1 .:,5 K C A (L - -t).1zc=2[o2 WA(.L S At Ll ?eS A. i'5,C't)C t.J S C Z a Ct Y P5 c1 /-( 4J n c.L. 131MILS p T ALL—' 3 c= MZ! z341S cQ 000L ,=7Z ! _S T Z u OC-, ) y Q n L 0 C 14 a7D TIs Clc.c. - 1 A L.L,o w z l o o li c t o rL TS o L.TS u G o LTs Z -a`' o , c . A C- L v W= l (8 # o 284-65 (2/83) 4A.WATORY MEASURES '-H.1 ; _ : ;T aZl RStJ-r:.:lrL lZ� ?I1' Id-; BtJ�, vC: x.31 S'r��.: . .JOnLG'.n �9C tha f,;llac:::.g rvasur9a ragaritess o° :ra ..,,z.: �Q "s?F*xck ansa. ?L10 F:ELD «, IDESICYE't '`iE'C It-IS?°CTIONI CG ' .4TS. OESCRUTION NOT .40Tc':r-� "`landatory. Features and Devices_ I rg7K I I I S2 -5352(a)' .Minimum ceiling insulation 1-19 weighted. average §2-5352(b) Loose fill insulation mane.facturar.'s :abeled R -value §24352(c) Riaimum wall insulation in framed walls R-11 weighted average (does not apply. to exter_or mass walls) §2-5352 .'d) Infil:ratioa control I 1. loors and Windows weather- I, stripped 2. All joints and penetrations- I qc5 I I I caulked and sealed 3. Doors and windows certified 4. Exhaust systems: have damper E " controls I y i 5. Masonry and factory -built. I /1%/?* fireplaces have I ! a,. Tight fitting, closeable) metal or glass door I"y I I I•. I b. Outside air intake with I / damper and control c. " Flue damper and control l No continuous burning gas. pilot 1 allowed I I I I Vapor Barriers is Climate Zones 1, 14 and 16 ooiy I I I , " Ducts cone!rutted,installed and insulated per Mapcer l0, 1976.UMCi 52-.-c•-3s21i I I I. I I I• ... PAC R u 4 I I I 284-65 (2/83) CALCULATION WORKSHEET page 2 of 2 Thermal Mass for Chapter d ftz . cF)/Btu Unit Mass Capacity (UMC), Btu/(rF . ft21 1.2.3•<•5 /J/S ft2 alta Of mass I Btu • in Mc 'a c:c, I F • f:' i:htckness I in - 4 conoucuvrty Static Heat Capacity (HC).oi Material• Btu/(cF •.ft2) (k) Of Btu/ X Ib —5 _ X L, 12 in Btu • In soect+ c ' Ib 'F alns,ty l ft n' _ a HC of 1 Hea 1 •' r s Btu X Ib X. f in. 12 - Conouct­:Y ►rea: 2 Ib •=F airn,ity 2 f13 tn.c.ness 2 : In — ft HC of 2 tuF'' ft2 X B:u • in n In T soec nc "eat 3 Ib X_ oensltY 3 f X rn,ck-.ess 3. Irl .— 12..ij ..:.. -'7 .. 1 o+' soec.+ c Btu c Ib • F X oensay a Ib tt 3 .X in :mckness o. in - 12 ft _ .•C of a IHtal < Btu Total MC = Ib l soec,+.c to .cF X oens.ty s ft 3 X In :n,ckness s In. - 12 — r.eat s ( Resistance (R) of Material, (hr • ftz . cF)/Btu Unit Mass Capacity (UMC), Btu/(rF . ft21 1.2.3•<•5 /J/S ft2 alta Of mass I Btu • in Mc 'a c:c, I F • f:' i:htckness I in - 4 conoucuvrty hr • ft2.cF R of I (k) Of area of ma itsX= Btu ' Btu • In i— :r•.Cknet% 2 In conou Ct.r•:Y _ hr • ft2.oF ,OS R of 2 ' .. (k) of 2 Btu • in Btu lr•,ckness 3 in - Conouct­:Y _ hr . ft2•'F R of 3 ary Of T.ase'3 ft2. X (k) of 3 MC e' mass 3 —. minimum Ociviec- areas. ' ft2 X B:u • in In,ckness a In T 'cono'Ct,..:Y hr . ft2.`F R of a (k) OI < B!u . in ln,ckness s in - conOuc,.vity - hr . ft2.0F R of 5 (ki of 5 Total MC = i Minimum South Glazing Area ft2 X 0.64. = 1`12 I tctat floor T.•r•m um ) area aitowea South Glazing Area Justified'by-Mau arc.. _ rrnaa 1, CAY9_1 t r •malts c 1.3') < r :norma' matt 11Ctor Of 3 ; ft2. X = ai ea Cf :YDeA ,:rnerrnal mass .. factor 0?,d ft? . X \I fa ctor O' 'ass Capacity (MC) of Building, Btu/`F Justified Area* ft= area for I ft 2 a•ea to, 2. ft2` aro t0, j ti arta fCr 4 ft2 alae fo, s F3 a;0 CEG Unit Mass Capacity (UMC), Btu/(rF . ft21 1.2.3•<•5 /J/S ft2 alta Of mass I total 1100' area ur✓C Mc 'a c:c, I F • f:' Mc of mart I F V -T him s area us: De ;renter area of ma itsX= Btu ' a,ea or mass 2 _WC +a r.or.I 'F • f:2 r.+C of ^:ass 2 t`ar. c-. egja :_'S.t` :f -,e Btu I abover p. pposeC des,96 ana ary Of T.ase'3 ft2. X me factor 3 F • f:2. MC e' mass 3 —. minimum Ociviec- areas. ' ft2 X Btu . area of mass 4 toc'actor 6 "F • fj= MC of mass < ( Other f.2 y t a' to of most 5 rv+C facto, 5 "F 1t2 rAC of masts ( j Total MC = i l F3 a;0 CEG Unit Mass Capacity (UMC), Btu/(rF . ft21 — Btu _ /J/S ft2 teal nee F total 1100' area ur✓C A1.1 7- I F V cop F3 a;0 CEG ot>,.. OtKJlbt 11. Coming (fill in information on proposed system) Electric iJr Comfidoner 6"md an0 mo0at numaw /oo BtUAVI Go"" opxRY at SSW or Electric Heat Pump Beg BtWhr .. Coca" aowtn at Ss . dtel 12 Medtattlaal Vendladon eaao DOMESTIC WATER SYSTEM 13. Hankq (All in inMrmalon on proposed mUm)an Only boa" "d mead « Hm PWV rate laciaGaltcne own 19" A6dVla.301.3r .. 4066 er grand me me" mumw itMyi alacums 1Mt1U tYK slave 4048 moow Al1AlaIN • Other hitt Tool from Peke 1 Teal PR Pears .. .. ua • 420 • ctc THE'RMOPANE W74ff9`KP WR EIR UJ Aj '111A 1-108 7 1.5 8 4 1 43 !36 47 2 7 .41 2.3 .18 .17 ........... 41a .15 .16 Clear with Silver 1-114 13 2.0 1 11 33 3.0 :2 7 CLEAR J 3:1 I'. 1 j, 80 "j 4 .44 2 5 jH3 511 62, 3 j 32 S5 3 I 1 49 ?8 H I 8:11, .22 52 8 3.' T 1 2.6 30 14 26 1 56 56 2 1 7 1.5 6 28 6. /8 Go .41 2.3 Gq 533 ; I 80 49 47,. .51 3.0 BLUE- GREEN 3,16 5 26 70 44 12 .44 135 426 .64 3.6 561 3.2 .57 3.2 .49 2.8 .63 40 1 .44 41 1 .46 11 48 14 6 65 37 11 12, 381 .56 .36 .39 .39 r44 43 GREY, 3 3,15 5 7 1.5 56 1 4 53 43 9 7 43 136 149 i 470 4' 13 .6.11. 5111 1 3.6 32 64, 57 32 49 i 2.8 10 44 . .48 44 48 i 52 .39 .42 .41 .45 .47 G 37 34 6 .42 115 :363 .17 1 35 37 37 4't 42 Blue -Green with Silver .56: 1 3.0 13 7.0 8 25 51 161 .53 3 .45 61 55 10 ' 9 153 1 482 1 .631 1 .57 ! 1 2-120;D 72 45 .50 .44 49 I 53 :.52 . 44 9 .24 135 426 '64 63 .40 .44 .4.1 .46 .48 BRONZE,. 3.6 32 .561 .57 11 3.2 49 11.8 .21 .22 11' 1 22 13 2.0 13 9 68 214 6. 32 44 36 7 26 .27, .26 117 369 .26 27 Grey with i Silver .54 .35 .38 , .37 .42 i 43 with Va ri-Tran coating applied , r Ovi!i:m micki-ey; III It'll Ul two 11col" ol ill;Iss Willi 1111111 I.leaf I Iny I, V.-1 ,rill, ..vI Ill,, N 1- 1 ..... . ...... ...... - ­:... .­- ill,, . -111 1. M11 . ,. - :' W 41 1.11- '1".0 .. . ......... ....... ... ....... ! ...... ..... Theimulidne Unit with 1111011111 1:111111hudid Light Total Solar Transmittance Average Davlighl Average OaViighl EIR '111A 1-108 7 1.5 8 4 1 43 !36 47 2 7 .41 2.3 .18 .17 15 .15 .16 Clear with Silver 1-114 13 2.0 1 11 33 3.0 :2 7 55 173 52 3 0 .44 2 5 24 2- i .22 21 1 21 .22 68 214 .54 1 3.' .45 1 2.6 30 .26 1 .27 26 .26 27 1 -120 18 2.5 16 1-208 7 1.5 6 28 43 136 .48 2., .41 2.3 .18 .16 i .17 .15 .15 .16 Clear with 1.214 3.0 13 2.0 10 26 55 173 .52 30 .44 2.5 .24 .21 j .22 .21 i .21 1 .22 Golden 1-220 18 2.5 14 24 64 202 .54 3.1 .45 2.6 .28 .24 1 .25 .24 24 25 Clear with Light Gold- 1-608 7 1.5 7 33 3.0 43 136 48 I 2.7 .41 2.3 18 I .16 .17 . 15► .. 15 I - 16 2.1080 7 1 1.5 5 33 41 129 50 2.8 .42 2.4 .17 1 1.5 .16- 14 .15 .15 Blue -Green with Silver 2-114(D 3.0 13 7.0 8 25 51 161 .53 3.0 .45 2.6 .22 - .20 .21 .19 ' 9 1 19 20 18 2.5 11 20 2-120;D 62 195 .54 3.1 .27 .24 25 .23 .23 4 .24 3-108CO 1.5 9 g197 11 55 173 .53 :10 .45 2.6 24 .21 .22 11' 1 .21 22 13 2.0 13 9 68 214 .56 32 .30 26 .27, .26 .26 27 Grey with Silver 3-120,0 2.0 - 18 2.5 80 252 57 3.2 .48 2.7 36 30 .31 30 .31 33 -i-T4 0 30 29 7 3-134 1 io2 T322 58 3.3 .49 2.8 47 39 .40 :4 40 .;3 4.10&D 7 1.5 7 15 51 161 3.0 .44 2.5 .22 .20 I .21 19 .19 .20 13 2.0 11- li 62 195 .55 3.1 .46 1 2.6 .27 .23 .23 24 Bronze with 4-1140 Silver 4-120Q) 2.0 - - 18 2.5 16 9 72 227 .57 I 3.2 .47 2.7 .32 .27 .28 .27 .28 29 4-134 30 4.0 24 7 wl 29-0 .58 3.3 .49 2.8 .42 .35 .36 .34 67.39 Bronze withI 4-608(l) 7 1.5 76 14 2.0 49 154 52 1 30 .44 .19 20 18 18 19 Light Gold Iny I, V.-1 ,rill, ..vI Ill,, N 1- 1 ..... . ...... ...... - ­:... .­- ill,, . -111 1. M11 . ,. - :' W 41 1.11- '1".0 .. . ......... ....... ... ....... ! ...... ..... Theimulidne Unit with 1111011111 1:111111hudid Light Total Solar Transmittance Average Davlighl Average OaViighl Sted 1. Enter on the fors the ►aiLes 'or eaich wea aid specifications sheet. q '. Enter points on this page wt, ­a ►arking t ,ilcing Shell 1. 2. 3. 4. l'di ng plan Total Floor Area .= r aL441? Slab -on -Ground; Perimeter /7,.;- 'ft.,_ Depth. in. Raised. Floor R -Value... Ceiling Insulation or ConstructionAssembly ... .. . Atti:c,.Percent of Roof Over Conditioned Space Wall Insulation `or Construction Assembly. ... tem Measure ft2 R- R - -R- R- ` `' ft 2 R -- G 8L Points Glazing; Total %.Floor Area S11ngle Double Triple 5. North -Facing. . . 7.9 ft2 2 // 2 f t2 ft2 ft2 ..- .,.,. --- 77 6. East -Patin 9 L-- -*2 f t2;,f t o 7. South -Facing. ./ % f t_ —i ft2 9 4 " ft i ft2 I..! - a 8. 9. West -Facing . . . Skylight . % ft 0 ft f; ( 10. Shading Coefficient (`excluding overhang)- g)-a. a.East . : . . . . . . . . . . . b. "South. / . . . . . . . . . SC LSC .... c. West Sc . . . . . . . . - d. North* - q . L SC... o e. Skyl i ght .70 SC . . . . 1. Horizontal South Overhang length. . . . _eft . . . . . . . o Movable Insulation, % Floor Area. . .% Infiltration (.indicate Standard, Medium or 19TO 9 i%r>>' _4, Thermal Mass. Exterior Wall Thermal Mass Area, Heat Capacity, R. -Value . . . . . . . n '/' ft2a HC, R - Interior Thermal Mass Area, Heat .Capacity, R-Value0 /8 ft2, a. / HC, R u.. iC_ e _ r HVAC System** 15. Gas Furnace without Refrigeration Cooling /114 -SE 16. (Seasonal Efficiency) . . . . . . . Heat Pump (Energy Efficiency Ratio)*** . . . . . ... . a . . . . . ... . • a . . . . .SEER 17. Gas Furnace with Refrigeration Cooling*** Seasonal Efficiency and Seasonal AS SEER ; 18. Energy Efficiency Ratio-. Active Solar (Net Solar Fraction. %) _/_ XNSF ,7 19. Zonally Controlled Electric (Yeses Resistance Space Heating Domestic'Water Heating+* 20. Solar With Gas'Backup (Net Solar Fraction, %) . . . . . . . . . %NSF 21. Other Water Heating (Describe type) / - Point System Compliance Total. . . . . • • *Worth shadinq earns po?r-; only in Climate Zones 8, 9, 10, 12, 13, T4 and 15. **Attach documentation tor, efficiencies and.Net Solar Fraction. ***Heat p mips and refrigerii, on cooling do not earn points in Climate Zor.-s 1, 3, 5, 7 and 'F. - For i )w -else Kesiaentidl •ou1lu, ,,.3 (ezc•;t hotels and Hotels) (Revise 34; ,ttkIA I DAfI 'Step l : Enter on the fors the values 'o r each meas c -;5'u l dl ng plan aid specifications sheet. TITLE p Enter points, on this page .+• 'e working t ugh thlilpoint sy tem il3tng Shell ,, : , _.` Measure Points ft2 Total Floor. Area . 1. Slab -on -Ground; Perimeter ft.', Depth' in. R- 2. Raised Floor.R-Value. R. Ceiling Insulation or Construction Assembly ... R- 2 Percent of Roof Over Conditioned' Space / 1_S -ft Attic. e _ 4. Wall Insulation or ConstrucLion, Assembly. Glazing; Total % Floor *Area Single Double Tr1,Ple 2 S. North -Facing. . . 3 t ft 2 77 ft2 _ft2 -`' ft 6. East -Facing ft2 O' ft2 ft 1. South -Facing. . . f t Z 2 _---ft 2 - B.. West -Facing . . . /• / ft ft ft2 777- 9. Skylight. v x ft ft ft 77) 10. Shading Coefficient (excluding overhang) _ a. East.o? . . . $ SC . . . . . . . b.' South.. 7 73'SC ... . . . . . . . . . - y .. .... sc ......... , .. d. North* . . .. . . . . "IT C . . . . . . . . . . e. Skylight P. 70 SC . . . . . . . . . . . o 11. Horizontal South Overhang Length. —A ft . . . . . . . . Movable Insulation,.% Floor Area. r^ % •.. • • • •.• • • • • — Infiltration (indicate Standard, Medium or 17t) m 7.lml) ) _ .4. Thermal Mass Exterior Wall Thermal Mass Area, Heat Capacity, R -Value t2, HC. R-_ Interior Thermal Mass Area, Heat Capacity, R -Value ft 44-A&- 1 /HC; R-. u -a G HVAC System** 15. Gas Furnace without Refrigeration. Cooling E (Seasonal Efficiency)- • • -.• • • • •-• • 16. Heat Pump (Energy Efficiency Ratio)*** 11. Gas Furnace with Refrigeration,Cool.ing*** Seasonal Efficiency. and Seasonal SE ^//1 -SEER Energy Efficiency Ratio 18. Active Solar (Net Solar Fraction, t) . . . . . . •xNSF 19. Zonally Controlled Electric, Yeo Resistance Space Heating...`• Domestic Water Heating" 20. Solar With.Gas Backup (Net Solar Fraction, 1<) :`. %NSF 21. Other water Heating (Describe type) Y Point System Compliance Total. • . y • . . *North shading earns poir-s only in Climate Zones 8, 9, 10, 12, 13, 14 and 15. **Attach documentation toy efficiencies and Net Solar Fraction. ***Heat pimps and refriger,t•.on cooling do not earn points in Climate Zones 1 I. 3;. 5, 7- and ' E . MANDATOIS 4EAS**aES CHECKLIST DESCRI?'TION IDES _R 'I (74E --K I: 3?E.':"T,. ;; "OT ' t SOT OK =K OK Secback thermos -ac un all heating I I or cooling systems except heat.. pumps •2-S352(i) 9 '.Dater, heater Insulation blanket 1--12 or reater) blanket; first i feet of piles closest to. tank insulated (g-3 or greater.) Pipe insulation on steam and I 1. steam -condensate return and. re- circulating piping I I ) I I S2 -5352M I I I I I I Swimming pool heating I I I I I ! 1. System has I I I I I I a. 4n/off svl_-h oa.heater .b. ':eatherproof plate on hearer c. ?lambed to allow for scar I I I I I 2. 75 percent thermal afficienc71 ! for gas `:eater 3 Poo_ cover 4. Time crock S. Direct -anal water inlet I I Gas cook.: -ng appliances equipped- I with:intermittent ignition device77 I I I I I 1 52-5352(m) I. I. Lighting -2S limens/•watt or greaterl for genera_ lighting in kitchens- and itchens and bathrooms 7777 - Equipment Ef f iciencZ 1 1. i i i I 1 j2-5308 a"d 2-5307. HVAC equipment water boaters and showerheads and faucets certified by CLC. Indicate sake and model number. I ( I I . I Insulation 2'alit7 Z-5303 c ."430S I c Insulati..n specified of installed meetsquality Icandards. Indicate -7pe or%. I Pete Billington & Associates, Inc. CLIENT JOB No. -- /6Ae CIvll Engineers 3 Lend Surveyor LOTS %B , SHT. 2 OF 2 1445 No. Sunrise Way 619/323-4573 ' Palm Springs, CA 92282 9A VTA CA•P fL/TA ,4T ✓,4Lf DATE G AL LA Q U/ VT UN/T NO, /9 fe "./y . /933=.i4 O..C' • h h p /►4c9s01, may► , h qe •9 wail sa o so' 9 8 9S. D -{f 9'a.7 -/ 96.7 9d. 2 01 0o, 0 99.00 97 O o011 a .o 0 )v 3o) 9 /iF• 9700 Fr 98.60 ► C ^' 9 • ' o Pao 9` 5 . 1@ '110 aB.o L11o0000Y / 9 so / iso 7 s4 _ os 4i NLo.4 M,4pE.e0