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003647 (SFD)Building 5i-805 Cortez Address Coachella Mailing Address 247 r_ o City I Zip Contractor Address.. . Zip T4.tyl 4�Qw State Ljo. 287934 I icy# & Classif. Arch.,'Engr., ' Designer P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 j' BUILDING: TYPE No. 003647 CONST: OCC: GRP.- A.P. Number 771-+1.52--0 9 Legal Description Project Description Sin'Qle I Fm%�lv Dwelling A-1 895 Sq. Ft. 1.410 No. No. Dw. Size Stories Units [New ❑ Add ❑ Alter ❑' Repair ❑ - Demolition ❑ Address Tel. City Zip State - Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter,9,(6ommencing with Section 7000) of Division 3 of the Business arid Profess ions Code„and'tny license is:in_full force and ' effect.4,.'`.°��>_.�s^`,r+'%9�.,,!.tur'” SIGNATURE /'~ Y F•- 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 requires the applicant for such permit to file a signed- statement that he is licensed pursuant to a the provisions of the Contractor's License Law, Chapter. 9 (commencing with Section -7000) of •' Division 3 of"the Business and Professions Code, or that. he is exempt therefrom, and the basis . for the alleged exgmption. Any violation of Section 7031.5 by 'any applicant for a permit. 'subjects the applicant to a civil penalty of not more than five hundred'dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (See. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner o/ property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered /or sale. If, however, the building or improvement !s sold within one year o/ completion, the owner -builder have the burden o/ proving that he did not build or improve for the purpose o/ sale.) ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the -project. (Sec. 7044, Business and Professions Codes The Contractor's License .Law does not apply to an owner of property who builds or improves thereon, and who contracts /or _ 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, ora 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 ifthe permit is for one hundred dollars ($100) valuation 'or less.) - •- I certify that in the performance of thg work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code,' you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm'that' there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) . Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that 1 have read this application and state that the above information is correct. 1 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 1701 eat 6'1' WcAad ranee Estimated Valuation $?6:,441 PERMIT AMOUNT Plan Chk. Dep. a. 25.0.00 Plan Chk. Ral. W 39.14 . Const. �. 364.00 Mech. 33.01) Electrical 74.17 Plumbing 1.05.00 S.M.L. 5.36 _. Grading 20.00 Driveway Enc. 20.00 Infrastructure 1.719..98'. TOTAL S2rz'fa"3.?.9faf: + na_'af�_'c►s`t s3 REMARKS Lnaf� 'Y ititfyL i %3ti'J.�`)�. r ZONE: BY: Minimum Setback Distances: ' Front Setback from Centerline Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued -by: Date /17/88 Permit Validated by: Validation: HARD COPY T CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ UNITS COLL. AREA SLAB GRADE 3(� D ROUGH PLUMB. YARD SPKLR SYSTEM 2ND FL. SO. FT. ® HEATING (ROUGH) STORAGE TANK FORMS MOBILEHOME SVC. BAR SINK POR. SQ. FT. ® DUCT WORK ROCK STORAGE GAR. SQ. FT. ® POWER OUTLET ROOF DRAINS HEATING (FINAL) DRAINAGE PIPING CAR P. I SQ. FT. ® GAS (FINAL) TEMP. POLE WALL SO. FT. ® DRINKING FOUNTAIN SO. FT. ® WATER HEATER URINAL ESTIMATED CONSTRUCTION VALUATION $ FINAL INSP. WATER PIPING NOTE: Not to be used as property tax valuation WATER SYSTEM FLOOR DRAIN MECHANICAL FEES GRADING cu. yd. plus x$ WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER FINAL INSP. GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED tr�� LAUNDRY TRAY AIR HANDLING UNIT CFM VENTILATION 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 SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 1+/4 c SEWAGE DISPOSAL SQ.FT.GAR ® 3/ac HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGRO DA.C. UNIT COLL. AREA SLAB GRADE 3(� D ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP.IEQUIP. REINF. STEEL �18 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 / �%„� tr�� REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND Z� FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS_ GARDEN WALL FINAL :d Desert Sands Unified School District CERTIFICATION OF PAYMENT OF NOTICE: THIS D000MER Nk&,WN&Q!LITY FEES BE DUPLICATED. TO: City of La Quinta DATE: IJ� Department of Community Development 78-105 Calle Estado La Quinta, CA 92253 This is to certify that developer of which is located at — 66 /3 within this District, has paid schgof facility fees imposed rsuant to the $u ori generated by overnment Code ection 530. t �amouno00f covering a total of square feet of ( ) residential or ( ) industrial/commercial development and that building permits for this footage in this development may now be issued by your jurisdiction. �/ for DESERT SANDS UNIFIED SCHOOL DISTRICT White - Building Department • Yellow - Facilities Planning • Pink - Accounting • Gold - Developer (10)-37 0 :7. Z O U w rn rn Y Q 2 W Ir r COUNTY OF RIVERSIDE, ENVIRONMENTAL HEALTH SERVICES DIVISION 73 — ��• — 0 %� 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 $37 is required when the application is submitted. Check must be made payable to the County of Riverside. Building Department Application Log # Name (Owner, Agent, Contractor, Etc.) STS _ a. CACI. 2lJ�riod G'o Mailing Address a`f7E TA�l�ctrTZ way -�?.r City State Zip Code Telephone Job Property Addrests /]Ue��. C r Community—. Legal Description of Property. (Lot, PM, TR) _ .ty+l 3'/- $OS Ce2TCZ 9 4,6-VrA Lar 3 6,L /< q 4QAJJ7 2 'Assessor's Parcel No.�N ter_ Aenc -Welb' nn vOLC�Es ' F of Permit r , � 4Y0L)/�' Aa'Planning Case Lot Size 773- Preparation r , MH Site Etc. Signature of applicant V Date 'The above information must be verified from Building Application STAFF USE — DO NOT WRITE BELOW THIS LINE InitialDate Certification of Existing S.D. System required. ❑ Yes ❑No WQCB Clearance required. ❑ Yes D No. Soils feasibility report required. ❑ Yes ❑'Nor' Detailed boring report required. ❑ Yes ❑'Nom Detailed contour plot plans required. ❑ Yes 0 No' / r Staff Specialist approval required. ❑ Yes 0'No Lot Inspection Date Soils/boring report by = - Project # Date Soils Map Page lSoil Type C Approved by � Z_ Date(/ �t —ed Type of System: � No. of Bedrooms (1) Septic Tank Soil Rate Required ❑ Existing aNew El Additional El Replacement 3 j� �`j Gals. r9_4 (2) Lech line sq. ft. Sidewall allowance Install� Line(s)—Ft. Long, Leach bed Sq. (Bottoms ench area) ft. rock/ Sq. Ft. ©"N/A Ft. wldegwit�h`min.inches Ft. of b�otto r1 �. per running ft. rock below drain lines area Leach lines/bed-special design for slope: ApplicableT52 (3) Pit Diameter No. Pits Pigg~ Seepage Pit total depth "'I�'� rr Overburden fact/or Max. allowable depth y�N%/A � / ,/ % •'y /' ( ? l r .fc''" ! f 1~rt / O �1✓�Gs"viGi 1-. This application is a prove denied -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. Septic tank and sewer lines must be 50' from any wells? /p ansion area (34 Leach lines must be 100' min. from any wells including e;expansion Seepage pits must be 150' min. from any wells including area^ Signature of Health Official / Gr,(- Date ___. / _ RECEIPT NO. 9-3 Issued by SX Date District: ❑ Riverside ©,Indio ❑ Hemet ❑ Perris ❑ Rancho Calif. ❑ Blythe Distribution: WHITE—Office file YELLOW—Applicant PINK—Bldg. Dept. GOLDENROD—Pending File DOH -SAN -122 (Rev. 6/86) i of>�c OF R'.-, r1i�,' �'?•�! O o n � v ;{4S i� \Y9 18% O) I IC_E OF AGRICULI URAL COMMISSIONER AND WEIGHTS S b. MEASURES 49-613 Hwy 86, Suite B-12 'Coadiel.la, CA 92236 619-342-8291 E. LEON SPAUGY COMIMS,_101.0 )ARIES O WALLACE A5S;S*.AM COMMISSIONER CLEMENT BE`VE`ISTE SEALER DATE CASE W. !R g. V R S C 2 11 M DEVELOPER'S NAME- ADDRESS: APE: ADDRESS: 2 V % w 7 - or 22 le 'L TELEP110NE: (6/) 3 2 2- 0 2 0 Dear Developer: After reviewing your landscaping plans, all plant material listed is not in violation of quarantine laws governing the Coachella Valley. If substitutions do occur and they differ fruti plant material listed, this office nest be notified imnediately. Thank you for protecting and preserving the Coachella Valley's pest -free envirommnt. W Agricult al Cotuni.s '"oner's Office cc: Indio and Riverside Office MADLIN'S ENTERPRISES ENERGY BUDGET & MANAGEMENT CONSULTANTS P. 0. BOX 1443 - PALM SPRINGS; CA 92263 (619) 3241731 PROJECT: SINGLE FAMILY RES. PLAN A PREPARED FOR: BAY SANDS. CONSTRUCTION CO. JOB NUMBER: 10685 DATE :x06/30/86 ------------------------------------------------------------ THE FOLLOWING INSULATIONS, FEATURES AND DEVICES WERE INCLUDED IN. THE ATTACHED TITLE 24 COMPLIANCE ANALYSIS TO DEMONSTRATE COMPLIANCE WITH THE STANDARDS. ------------------------------------------------------------ ------------------------------------------------------------ WALL INSULATION -'FRAME ................... R=11 BATTS WITH 1" POWERWALL BOARD ROOF % CEILING INSULATION................... R=38 RAISED FLOOR OVER UNCOND. SPACE NA SLAB INSULATION NONE REO. GLAZING U VALUE .65 DUAL PANE GLAZING SHADE COEFFLCIENT 1..0 CLEAR* GLAZING TREATMENT - SUNSCREENS NOT REQUIRED GLAZING TREATMENT - OVERHANGS AS SHOWN ON PLAN SKYLIGHTS'. . . NONE VENTED ATTIC (100% OF AREA) REQUIRED CONTINUOUS INFILTRATION BARRIER ......... NOT REQUIRED VAPOR BARRIER NOT REQUIRED ELECTRICAL PLATE GASKETS REQUIRED HVAC EQUIPMENT EFFICIENCY .................8.7 seer COOLI_NG' (HEAT PUMP) AIR TO AIR HEAT EXCHANGER NOT REQUIRED THERMOSTAT SETBACK REQUIRED THERMAL MASS............. .................. REQUIRED - SEE SCHEDULE DOMESTIC HOT WATER HEAT PUMP ADDITIONAL NOTES *.CREDIT TAKEN FOR INTERIOR -DRAPES.- NOT REQUIRED TO BE INSTALLED PRIOR TO FINAL INSPECTION. * GLAZING CONSIDERED TO BE CLEAR IN.CALCULATIONS. OWNER MAY INSTALL. AT HIS.OPTION, BRONZE OR GREY TINTED GLAZING WITHOUT ADDITIONAL CALCULATIONS. BUILDING DESIGN AND EQUIPMENT SUMMARY Page 1 of 3 FORM-,--., BAY SANDS CONSTRUCTION -JOB NO.. 10685 --- _____________________ PLAN A - ENTRY To EAST - LA VUINTA- i. SINGLE FAMILY RESIDENCE - SINGLE STORY -______________________- HEAT PUMP WATER HEATER - REVISED CALCS :(plan check/permit #) ' CLIMATE ZONE 15 ' (checked by) Building Type:- Single Family, '----------------------' Documentation Author (Serial #-DEMO): (date) MADL'IN'S ENTERPRISES. P.O. BOX 1.443'- PALM SPRINGS, CA 92263 ______________________� 619-324-1731. Enforcement Agency Use Compliance Method: POINT SYSTEM Date: .JUNE 30 1986 =-------------------------------------------------------------------------- .i 4 BUILDING ENVELOPE DESIGN Total. Conditioned.Floor Area: 1397 sgft Insulation R -Value Area POINTS SLAB PERIMETER Type 1.: R- 0.0', 16°, 221 ft 1397.0 sgft Type 2• ' -4 RAISED FLOOR Type- 1: - Ty pe - 2 : Over Open: CEILING Type'l: R- 38.0- 1397.0 sgft f Type 2: +4. ' Atti.c: 100 WALL Type 1: R- 16..5 (assembly) 1591.0 sgft Type 2: +0 Glazing U -Value % Area, WEST Type It 0.65 4.2. 58.0 sgft Type- 2.:. - NORTH Type 1: 0.65 7.3 102.0 sgft -6 Type 2: EAST Type 1.: 0.65. 2..3- 3.0 sqft +2 Type. 2: SOUTH Type 1.:. 0.65, 1.3 18.0 sgft +2. Type 2: SKYLIGHT Type 1: +0 Type 2.: i 'BUILDING DESIGN AND EQUIPMENT SUMMARY Page 2 of, 3 FORM 2 BAY SANDS CONSTRUCTION - JOB No. 10685 PLAN A - ENTRY To EAST - LA QUINTA Climate Zone 15 Shading S. C... ---- % ----- POINTS ------ WEST Type. 1: 0:66 4.2. -8 Type. 2 NORTH Type 1.: 0.66 7.3, +0. Type.- 2: EAST Type- Ir 0`. 66 2..3 -3 Type 2.: SOUTH Type 1 : 0.71, 1...3 +0 Type '2' SKYLIGHT Type i::- +0 Type 2: SOUTH OVERHANG: 2.00 ft South Glazing = 1.3 % +0 MOVABLE INSULATION: None I.NFIL. CONTROL: MEDIUM: Standard Infil.tration Control Features -1 with Outlet Pl.ate Gaskets - THERMAL MASS: -See Thermal, Mass Calculation Worksheet- .-Type orksheet .-Type Material Area -------- ---------- ---------- Interior Conc 1.40 164 sgft +6 BUILDING DESIGN AND EO]UIPMENT SUMMARY Page 3 of 3 FORM BAY SANDS C!INSTRUCTION - JOB NO. -10685 PLAN A - ENTRY TO EAST - LA QUINTA- Climate Zone 15 --------------------------------------------------------------------------- HEATING, VENTILATING & AIR CONDITIONING SYSTEM POINTS Space Heating and Cooling HEAT PUMP Floor Area= 1397 sgft Brand & Model No: ---------------------------------------------- Heating Output' (Btu/hr): ____ EER = 8.7 Cooling Output (Btu/hr)v- _______ ------------------ Domestic Hot Water System: HEAT -PUMP - Brand & Model No: ________________________ Tank. Size (gallons): --------------------- TOTAL POINT SCORE POINT COMPLIANCE GOAL (see calculation worksheet) +7 +0 -4- BI -. 13 4, MADLIN'S ENTERPRISES ENERGY BUDGET & MANAGEMENT CONSULTANTS P. 0. BOX 1443 - PALM SPRINGS. CA 92263 (619) 32*1731 THIS PROPOSED RE-SIDtNTIAL. PROJECT HAS BEEN REVIEWED FUR COMPLIANCE WITH THE STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS REVISED TITLE 24 BY MADLIN'S ENTERPRISES. THE BUILDING DESIGN DESCRIBED IN THIS COMPLIANCE PORTFOLIO IS IN SKSTANTIAL CONFORMANCE WLTH THE STANDARDS. JOB NUMBER: 10696 DATE: 0+6/09/86 PREPARED FOR: BAY SANDS CONSTRUCTION CO. OWNER: 2AY SANDS CONSTRUCTION CO.. PROJECT: SINGLE EAMILY RES PLAN r E , FRoJECT LOCATION: �A OUINTA METHOD OF COMPLIANCE: POINTS CALCULAT I G': ORIENTATION OF F.N•i RY: NORTH Cat4/---- a* Licensm 4 431975 £. C_•0. C10 1 2 3 4 Form 3 HEAT. TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY List of Construction Components R STUCCO .18 [w1 pc�,Ka1 O lt,t4M Nrl. 9ALA4 SLx4rE1. CAL . ' CGIVSUITMVTS 2 INSULATION WITH RESISTANCE= 1 2 3 4 Form 3 HEAT. TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY List of Construction Components R STUCCO .18 2 INSULATION WITH RESISTANCE= 5.60 3. INSULATION WITH RESISTANCE= 11,00 a. GYPSUM BOARD _.45 5. 6 7. a Inside Surface Air Pilm .68 ,68 cooling heating Sketch of Construction Assembly Outside Surface Air Film .25 .17 WEIGHT: 15-25 Ib/h2 cooling. heating Check one: Total Resistance Rt 18.06 17.98 y Wall /� cooling heating Roof _ U -value (I/Rt) .055 ,055 Floor _. cooling heating MACtsed'i ' t7ilttpOWi[i �tasy f8UfD6ET C111ASU1MiTS Form 3 MEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY List of Constn+ctson Components R i` 1 2 ,. INSULATION WITH RESISTANCE = 38.00 s: GYPSUM BOARD OR TLLE .45 -yT VOT E 3. Sketch of Construction Assembly Inside Surface Air Pilm Outside Surface Air Film Total Resistance Rt LI -Value (I/Rt) ti .92 .61 Cooling. heating .25 aawa seal Cooling heating IyIMtfitMMli. 39.23 Cooling. heating .025 ,025 e'j~ Form 3 MEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY List of Constn+ctson Components R i` 1 2 ,. INSULATION WITH RESISTANCE = 38.00 s: GYPSUM BOARD OR TLLE .45 -yT VOT E 3. Sketch of Construction Assembly Inside Surface Air Pilm Outside Surface Air Film Total Resistance Rt LI -Value (I/Rt) ti .92 .61 Cooling. heating .25 .17 Cooling heating 39.62 39.23 Cooling. heating .025 ,025 Cooling. heating R -G LOAD CALCULATION ENT - VVVISCS..... ENEMY UUMET CONSULTANTS LOAD CALCULATION HEATING.EQUIPMENT SIZING COMPLIANCE FORM PAY SANDS CONSTRUCTION - JOE NO. 10690 PLAN B - ENTRY TO NORTH LA VUINTA SINGLE FAMILY RESIDENCE - SINGLE STORY Location Data: Palm Springs Building Type: Single Family Documentation Author (Serial. # DEMO): MADLIN'S ENTERPRISES P.O.. BOX 1443 - PALM SPRINGS,. CA 92263 61.9-324-1731 Method: ASHRAE Load Calculation Manual Page 1 of ------------------------ ---------------------- :(Plan check/permit #) , ---------------------- (checked ---- -----(checked by) , (date) , Enforcement Agency Use Date: JUNE 6 1986 HOURLY HEAT LOSS Total Conditioned Floor Area: 14'4 stint Site Information: Inside Design Temperature. Outside Design Temperature Design Temperature Difference, TD:.. For Standard Assemblies For Floor- over Vented Unheated Space Conductive Heat -Loss Description of Assembly Area ------------------------------ Slab, R- 0.0 16' deep 197.0 (ft) Ceiling, R-38.0 1424.0 X Wall, R-16.5 1335.0 X W Glazing, Double 21..0 X N Glazing, Double 91.0 X E Glazing, Double. 77..0- X S Glazing, Double 52.0 X 70.0 F 31.0 F 39. 0 F 19.5 F U -Value TD Btu/hr X 4'.0 = 8274 0. a'*6 X 39.0 = 1461 0.061 X. 39.0 = 3155 1Z.650 X 39.0 = 532 0.650 X 39.0 = _2307 0.650 X 39.0 = 195 0.650 • X 39.0 = 1318 SUBTOTAL 190 0 HEATING EQUIPMENT SIZING COMPLIANCE FORM Page 2 of 2 BAY SANDS. CONSTRUCTION - JOB NO. 10690 Building Location Data: PLAN B - ENTRY ToNORTH -• LA QUI NTA Palm Springs -----------------------------7--------------------------------------------- Infiltration: 1424 X 8..0: X 0'.5 AC X. .018 X 39.0. = 3999 Conductive Heat Loss. (From Previous Page.): 1.9000 SUBTOTAL 22999 Duct Heat Loss:' 0.15 X 22999 = 3450 1 TOTAL HOURLY HEAT LOSS 26449 Maximam Btu/her: 1.3. X C' 26449 + (10 X 1424)3 = 52895 MINIMUM HEATING EQUIPMENT OUTPUT: 26449 (Btu/her) MAXIMUM HEATING EQUIPMENT" OUTPUT: 52895 (Btu/her) COOLING EoUIPMENT SI2ING.CoMPLIANCE FORM Page 1 of BAY SANDS CONSTRUCTION - JOB NO, 10690 PLAN B - ENTRY TO NORTH.- LA VUINTA SINGLE FAMILY RESIDENCE - SINGLE STORY Location Data: Palm Springs Building Type: Single Family Documentation Author (Serial. # D-MO):- MADLIN'S ENTERPRISES P.O. BOX 1443 - PALM SPRINGS, CA 92263. 619-324-1.731 Method: ASHRAE Load Calculation Manual ---------------------- --------------------- :(Plan check/permit #) Mtn (checked by) '----------------- (date) '---------------------- En for cemen t� Agency Use Date: JUNE 6 1986 HOURLY HEAT GAIN Total Conditioned Floor Area: 1424 sqf: Site Information: Inside Design Temperature 78.0 F Outside Design Temperature 113.0 F Dai.ly Temperature Swing 35.0 F , Design Equivalent Temperature Di`ference, TDeq: Standard Temperature Difference 35.0 F For Frame Walls and Doors 28.0 F For Masonry Walls. 21.0 F For Floor '20.0 F For Ceiling and Roof 49.0 F iConductive Heat Gain TD or Description of Assembly ----------------------------- Area ---- U -Value ------- TDeq ---- Btu/r- ------ Ceiling, R-38.0 1424.0 X 0.026 X 49.0 = 1EC= Wall, R-16.5 1335.0 X 0.061 X 8.0 =c5 W Glazing, Double 21.0 X 0.650 X 35.0 = 4' N Glazing, Double 91.0 X 0.650 X 35.0 = 2C.7Z E Glazing, Double 77..0 X 0.650 X 35.0 = 17-= S Glazing, Double 52.0- X .0.650 X 35.0 = 11=-. SUBTOTAL 95=, COOLING EQUIPMENT SIZING COMPLIANCE. FORM BAY SANDS CONSTRUCTION J(.)B NO.- 10690 Pl_AN B - ENTRY TO NORTH - LA QUINTA Solar Heat- Gain: Page 2 of Building Location Data: Palm Springs ----------------------------------- Description of Assembly ----------------------------- Area ---- S.C.. -- CLF --- Btu/hr ------ ': W-Glazing, Double 21.0 X 0.66 X 78 = 1081 N Glazing, Double 91.0. X 0'.66 X 34 E Glaz.ing, Double 77'..0 X 0.66 X 78 = 3964 S Glazing, Double 52.0 X 0.66 X 51 = 1750 SUBTOTAL 8837 Less: Sash Factor 0.00 X 8837 = 0 Net Solar Heat Gain: SUBTOTAL 8837 Infiltration: 1424 X 8..0 X 0.5 AC X .018 X- 35.0 = 3588 Internal Heat vain: = 3000 Conductive Heat Gain (From Previous Page): = 9584. -. SUBTOTAL :5010 Duct Heat Gain: 0.10 X 25010 = 2501 T07'AL SENSIBLE HOURLY HEAT GAIN :7511 Latent Load: 0.20 X 27511 = 5502 SENSIBLE COOLING LOAD: 2751..1 Btu/hr TOTAL (SENSIBLE + LATENT) LOAD: 3314 Btu/hr ( 2.8 tons) Buena Engineers, Inc. REC �._. . r, Zip W77 AN EARTH SYSTEMS, INC. COMPANY MAR 2 CITY OF LA ijll,,, 79-811 COUNTRY CLUB DRIVE, SUITE #4 • BERMUDA DUNES, CALIFORNIA 92201 • (619) 345-1588 March 21, 1988 B7 -0421-P2 88-03-801 Starr Construction -247 E. Tahquitz Way *2 Palm Springs, California 92262 - Project: 52-085,52-105 Avenida Alvarado Cand-51=805 Avenida -Cortez_ La Quinta, California Subject: Report of Field Densities Single Family Residence On February .29, 1988 a representative of our firm performed density tests In the house pad areas on the above referenced projects. Tests were performed at random locations, in accordance with. -ASTM D 2922-81 and ASTM D 3017-78 Nuclear Density Test Procedure. Tests were performed as per authorization of Cindy with Pomona Valley Equipment. The estimated locations of the test are presented on the attached plan with their results being summarized on the attached -test report sheet. A total of seven (7) density tests were performed. Tests results indicate that a minimum of ninety (90) percent relative compaction has been obtained within the areas tested. The maximum density -optimum moisture were determined in the laboratory in accordance with ASTM D 1557-78, Method A or C. Test results are as follows: Dark Brown Silty Very Fine to Fine _ Sand with Traces of Coarse Sand SM VENTURA (805) 642-6727 112.5 pcf 12.07 LANCASTER (805) 948-7538 BAKERSFIELD SANTA BARBARA BERMUDA DUNES SAN LUIS OBISPO (805) 327-5150 (805) 966-9912 (619) 345-1588 (805) 544-6187 t March 21, 1988 V 3 -2- 87-0421-P2 88-03-801 The project are located at 52-085, 52-105 Avenida Alvarado and 51- 105 Avenida Cortez in the City of La Quinta, California. Prior.to our arrival at the various sites pad grade. had been made and compacted. The purpose of testing was to observe compliance with the minimum requirements of the City of La Quinta, California. LIMITATIONS This firm did not perform a soils investigation, did not conduct any tests to determine the general condition, adequacy or stability of soils on the property, nor did it observe the backfilling or compacting operations which were already completed at the time our personnel were called to the site. The only services performed were specific moisture and density tests summarized in this report. These test results provide only limited information about the surface materials observed at the locations and depths tested and cannot be relied upon for information about subsurface conditions or compaction, or to determine the appropriateness of any design or construction of improvements on the site. No inspection was made of the contractor's work and no guaranty or warranty of that work in backfilling or compaction of soils on the site is made or implied. If there are any questions, please do not hesitate to contact this office. Respectfully submitted, Q�pF ESSl0��,�1 BUENA ENGINEERS, INC. Reviewed and Ap c� No. C 041210 t� Wesley Arita Joseph R. Venuti � Exv.*1•s/-1/ Field Technician Civil Engineer CMV Q WA/JRV/kc �T9rF OF CA����0.� KR Copies: 2 - Starr Construction 2 - City of La Quinta 1 - P.S. file 1 - VTA file BUENA ENGINEERS, INC. a L Buena Engineers, Inc. AN EARTH SYSTEMS. INC. COMPANY REPORT OF RELATIVE COMPACTIONS Job No. B7 -0421-P2 CONTRACTOR: DATE: March 21, 1 988 Report No. 88-03-801 ADDRESS: JOB & LOCATION: La QUinta, CA TEST NO. DATE DESCRIPTION %MOISTURE I DRY DENSITY I RELATIVE I MAXIMUM TESTED I IN PLACE IN PLACE COMPACTION I ' DENSITY 1 2 3 4 1 2 3 WE CERTIFY THAT THESE TESTS WERE PERFORMED IN CONFORMANCE WITH COPIES: 12.5 1108.8 I 96 1112.5 12.1 110.2 97 112.5 13.9 52-085 Avenida Alvarado -29-88 Per. Plan FG -29-88 Per Plan 0.5 BFG 99 52-105 Avenida Alvarado -29-88 Per Pian FG -29-88 Per Plan 0.8 BFG 14.8 51=805 Avenida Cortez -29-88 Per Plan FG -29-88 Per Plan 0.8 BFG -29=88 "Per -Plan 0.5 BFG BFG = Below Finish Grade FG = Finish Grade WE CERTIFY THAT THESE TESTS WERE PERFORMED IN CONFORMANCE WITH COPIES: 12.5 1108.8 I 96 1112.5 12.1 110.2 97 112.5 13.9 112.1 97 112.5 11.8 112.1 99 112.5 11.5 108.1 96 112.5 14.8 109.6 97 112.5 12.4 110.9 98 112.5 BUENA ENGINEERS, INC. K- jd,- q, Callc S"Aaloa varum I,p} . O 2 O 51-065 .. v,�„t Aue�n.clu Cori-ez 0.= Ap roy., r� iesA loco -+W* 45 N 51- eo5 Xxc.,ickct CD(feZ Calle'Ivrango -BUENA ENGINEERS, INC. LATE: 3 ��-�$ FILE N0.3- xgyzt P Uaca..t O O O O Njev► t dc� 1° l kjovaxa o O= Apra>��w•a�� -�es� 1.occ�-awns N AocetIda Aivorado J,a Q'u n+u I aL BUENA ENGINEERS, INC. DATE:3'et�'g� FILE NO.570y.?I-'P%