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SFD (09217) + RPL (9438) + BLCK (09186)52385 Avenida Madero 09217 9438 09186 T-Atyl 4 P.O. BOX "15 0& r 616 ; -No. 0 d 21 Building ' 7&105 CALLE ESTlADO t w:. ' Address 52--31 .,Mad p o' LA QUINTA, CALIFORNIA 92253 Owner -K r , `rlc'aford ConstructiC33d BUILDING: TYPE CONST. OCC: GRP.••= Mailing ; Address '77-610 'Ctiliforni a - A.P. Number' a .r,' •s Rta `a City Zip Tel. 'y ' nfift Legal Description 42760 Contractor Project DescriptionSFD w Address.. Y ` CityZip Tel.: State Lic City 1 & Classlf ` -Lic. # j Q' Sq. Ft. No',', No. Dw. ' [[. Size 1906 Stories Units Arch., Engr',, ' Designer ' New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ )tears Castilla Address ti . Tel. City Zip State pool. not-, litic ided ? a nex!6it Lic. # LICENSED CONTRACTOR'S DECLARATION hreby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7g o Division 3 of the Busirpiess and ProfessionspCn e, and my. license is in full foice and eact. ?-.v` t " ' . G ATII - LNi,_, ! `!t•$ N- "r "A - •7. DAF 1'~' ! . OWNER -BUILDER DECLARATION"' F I hereby affirm that I am exempt from the Contractor's License Law for following EstimatedValuation * '_ . reason: (Sec.. 7031.5,Business and Professions Code: Any city or .county which requires a $106,324.00 permit to thconstruct, alter, improve, demolish, or repair any structure, prior to its issuance also - - requires e applicant for such permit to rile a signed- statement that he is licensed pursuant to -PERMIT'- - .` AMOUNT., - the provisions of they Contractor's License Law_ Chapter 9 he 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 Plan Chk. Dep. • i 250.00 subjects the applicant to a civil penalty of not more than live hundred dollars.($500). ❑ I, as owner-of,the property, or my employees with wages as their sole compensation, will Plan Chk. Bal. _ .iia do the work, and the structure is not intended or offered for sale: (Sec. 7044, Buisness and Const. `'-' Professions Code:.'.The' Contractor's License Law does not apply to an owner of property who tQ. builds or improves. thereon and who does such work himself or through -his own employees, ' ' -" 't - ., ,,.provided that'. Mech. +. such, improvements are not intended or offered for sale. If, however, the building, -^t f - I :or improvementis Sold within one year of completion, the owner -builder will have the burden - n" • Electrical ' ..of proving that did not build. or improve for the purpose of sale.) iii' - • 0 I, as owner of the property, am exclusively contracting with licensed contractors to con- Plumbing . ' ,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 , S.M.I. •. " • ,,such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) _ Grading fl nn❑ 1 am exempt under Sec. B. & P.C.-for this reason y Driveway Enc. .• Date owner Infrastructure 2 2 57 21 ` WORKERS' COMPENSATION DECLARATION! 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 1opy is filed with the city. ❑ Certified copy is hereby furnished. TOTAL 1978 Q7 CERTIFICATE OF EXEMPTION FROM REMARKS WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation • - - .. or less.) _ - , I certify that in the performance of thg work.for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner• , r3 a? ' tJ—.... d NOTICE TO APPLICANT: /ter' making this Certificate of Exemption you should become - ZONE: BY'.; ; 4 - t subject to the -Workers' pensafion provisioris of the Labor Code,- you must forthwith comply with such pro visions or this permit shall be deemed revoked. Minimum Setback Distance. Front - - Front Setback from Center Line 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 read this application and state that the above information is correct. Issued by: Date Permit .l 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 theabove. - ' mentioned property for Inspection purposes. Validated by: Signature of applicant Date Mailing Address Validation: '. City, State, Zip [- y , .,p- .: :.lC !,I 4` fi• 1. '' :. bra : i'•' `Y.A b ! x ». .p. • r' -< 'i`' ` .t • t 7....C' Px :t';7 ...{ n f i' r.. 4ti s ,'Lr'• t. ; +-. Kik` =s •t Y ^.n € ' a d .t. -"I':• i."; . , •~.t , CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEE5 IST FL. SO. FT. ® $ 2ND FL. S0. FT. POR. SO. FT. ® GAR. SO, FT. ® CAR P. SD. FT. WALL SO. FT. ® SO. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET -9 YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WAIER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER DUCT WORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM HEATING (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 SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB BOND BEAM SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL LUMBER GR. SO.FT.GAR ® 3/ec HOUSE SEWER FINAL INSP. ROOFING ftA VENTILATION 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 s ROUND PLUMBINGY a3 -r UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE i ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. / GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE 2 . 2 ). GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM FINAL INSP.,g / GRADING cu. yd. $ plus x$ _$ LUMBER GR. FRAMING ( /`i / FINAL INSP. ROOFING ftA VENTILATION , ` / / j (J Ll 1 REMARKS: FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING ± WA MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES11NITIALS GARDEN WALL FINAL 44 &Jt,O P.O. BOX 1504 Building . 78-105CALLE ESTADO Address 3S% .t LA QU NTA , CALIFORNIA 92253 Owner -(C -e ' CI ..t 51 Mailing Address COyy Zip Tel. 1,0c D Contractor Address City State Lic. City & Classif. 1 I( ;L I Lic. # Arcn., tngr., _I Designer N Address Tel. tlS '35 S ►n J lr 3H 30 City ` r Zip State >-e j Lic. # LICENSED CONTRACTOR'S DECLARATION 1 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,Susiness and Professions Code: Any city or county which requires a permit to construct, after, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500). ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work,,and the structure is not intended or offered for sale. (Sec. 7044, Buisness end Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) ❑ 1, asowner 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.) O 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. O 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 (E100) valuation or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration it work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. .I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above- mentioned property for inspection purposes. Signature of applicant —Date- Mailing ateMailing Address City, State, Zip FINANCE APPLICATION ONLY BUILDING: TYPE CONST. OCC. GRP. A.P. Number ?3 —., - as Legal Description Project Description Sq. Ft. Size New ❑ No. Stories Add ❑ Alter ❑ PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. astructure TOTAL REMARKS No. Dw. Units Repair ❑ Demolition ❑ AMOUNT ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: —Date—Permit Validated by: Validation: DESERT SANDS UNIFIED SCHOOL DISTRICT M 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated (619) 347-8631 Date 4/22191 Type of Permit La Quinta No. 10-558 Permit # Owner Name ' Teaford Log, # No. street See Below city La Quinta zip 92253 study Area APN # Tract # Lot # square Footage 13812 Type of Development I Single Family Residence No. of units 0 Comments _52-415 Avenida Madero and 52-385 Avpnida Madpro Each hnmp is 1906 scmare fppt At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 5001square feet, detached accessory structures or replacement mobilehomes.. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school fatality fees imposed pursuant to Government Code 53080 in the amount of 11.58 1 X 3 812 or $ 6,022.96 have been paid to D.S.U.SM. for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Robert Teaford General Contractor Telephone 772-1000 Name on the check Richard M. Beck Director, Facilities Planning & Development Fee collected /exempted by Shelley D. Bennett Payment Signature LL Collector. Attach a copy of county or city plan check application form to d Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy RECEIPT NO. 4 Issued Bye Date--. f DISTRICT: 0 Riverside, 404 C3 Hemet C7 Perna 0 Rancho Calif. 0 Blythe DOH -SAN -122 (Rev. 3/90) DISTRIBUTION: WHITE - Office file YELLOW - Applicant PINK - Bldg. Dept GOLDENROD - Plans/Records COUNTY OF RIVERSIDE: DEPARTMENT OF HEALTH AssesaM ftm.w NM ENVIRONMENTAL' SERVICES DIVISION 1773 911. PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM 120 Applicant:, Submit this form With four copies of a scaled plot plan (1-20 scale) drawn to County speculations as Indicated an the attached check liaL. , r1qab,1gCfiiin fee (see below): is required, when the. Is Check be to the Countyof 1 e.00A 1i ,g application -submitted. must made payable 4'1'n;orn re. 01) .1 Approval of this application shall remain valid for a perlod.not to exceed one year from date ovapprcival. lag '06CWA24ROM. WARIFY ITEMS IN. SECTI Y # BUILDING & SAFETY APPLICATION BUILDING DEPARTMENT APPLICATION LOG Mi. Contract Con Mr, Phone "7'7;1 Address & Firm Owner, W , Phone Mailing Address P4 CRY State Zip Job Property Address $S n99 de Legal Descriptign Prop (PM, Tract Lot) Lil? 961 S-23 W- To Ck.: 3 Lot Size E"teZrAgwermcl ell Use of Perm" P/P, CU, etc. Other I mcit Voi(t-L. ('%JW_- 0(ling, MH Site Prep, etc. Date, Signature of Applicant_- CATEGORY: REV CO CATEGORY: REV CODE IFEE SUBSURFACE DISPOSAU, 1238 0 SITE EVALUATION UPON REQUEST 7349 --$-4&.Ulr - co .0 MULTIPLE PARCELS WITHIN SAME (NO PLOT PLAN) Z LAND DMS40N0 a. 1at4"Parcei8(Each) 1238, SEWER/SEPTIC VERIFICATION 7348 _$_U&90- (Loss than 1 year) 0 .0-51M7,19 b. Each Parcel After.4 7344 $02A.00k,7.7 , iO Rereview 0 PRELIMINARY ELECTIVE 7352 4 -2S -Ce EVALUATION (Attach DOH SAN 53).. W, ' (2nd review same parcel) 7344 --$-24-00 1_ 7 CO 0 Site Evaluation in Conjunction with 0 HOLDING TANK 7351., -$,*7,W 71 Critical Area 7346 -$44440/73- C1 ALTERNATIVE/EXPERIMENTAL 7345 0 Site Evaluation Lot Less than SYSTEM 10,00.0 Sq. Ft. .7347 SOD I3G INITIAL: DATE Holding Tank Agreements Completed 0 Yes I I No MIA, Certification. of Existing S.D. System Required 0 Yes I I No WOCS Clearance required. (Attach Form 0 Yes C I No DOH SAN 007, Santa Ana Region Only) Solis Percolation Report Required. 0 Yes No Sp" F*WbAlty Boring Report Required. 0 Yes No Detailed Contour Plot Plans Required (1 to 5 ft interval) 0 Yes No Other 11 Yes No Staff Specialist Lot Inspection Required 0No Yes Lot Inspection Date Soils boring report by project # Daw Soils Map Page Sol Type Approved by Data 0 Z 0 No of SYSIerns J_ Type of SyvQiNs) 0 Holding TaAk 0 Existing Now 0 Replaceire ailing Un U' Bedrooms, xture nits 3 vin -XA MA".1 (1) Septic; Tank /?MO Soli Rats Mop Gal LU U) (2) Leach Line Sq. Ft Bo*tt—om area Sidewall allowance Install Line(s) _ Iong wide whill, Rrock/_ sq. ft. min. inches below drainlines of =area or. I--- per running ft. 7, NA Leachlinea/bed special design for slope: (3) Ph Diameter No. Pits Pit Below Seerge Pit Total Depth (TD) I Other. Applicable Inlet (BI) Max. Al"Ie Depth N/A verbu don factor J4 0_wr k 0 5 6 No. 2 System REMARKS:a h / / D This application V D/DENIED for the categorychecked in SECTION B above, regarding the design of a subsurface disposal iystem..as indicated p0tv'lan, 0 on the accompanZT-0 using. the requirements set forth in SECTION C above. A building permit is necessary for. the installation of the Z above -designed system. No construction is permitted in the required reserved 100% expansion area. 0 Alp Septic tank lines be 50' from - 15' and sewer must minimum any wells (2) Leach lines must be 100' minimum from any wells, including expansion area • W Seepage pits must be 150' minimum from any wells, including expansion area . .. Signature of Health Officia Date VA RECEIPT NO. 4 Issued Bye Date--. f DISTRICT: 0 Riverside, 404 C3 Hemet C7 Perna 0 Rancho Calif. 0 Blythe DOH -SAN -122 (Rev. 3/90) DISTRIBUTION: WHITE - Office file YELLOW - Applicant PINK - Bldg. Dept GOLDENROD - Plans/Records rt`ti ' RECORDING REQUESTED BY S .-WART TITLE CU AND WHEN RECORDED MAIL THIS DEED AND UNLESS OTHERWISE SHOWN BELOW NAIL TAX STATEMENT TO: Robert L. Teaford Name 1900 E. McCallum Way Street S u i t'e B4 I Address drys Palm Springs, Ca. 92262 State MAIL TAX STATEME Name Street Same as Above Address City s State TITLE ORDER NO. 91626—A ESCROW N0. 4719—JC L'0 N1 SPACE ABOVE THIS LINE FOR RECORDER'S USE GRANT DEED _. THE UNDERSIGNED GRANTOR(S) DECLARE(S) DOCUMENTARY TRANSFER TAX IS $ 5 5. 0 0 ® computed on full value of property conveyed, or ❑ computed on full value less value of liens or encumbrances remaining at time of sale., ❑ unincorporated area city of La Q u i n t a AND. FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Walter A. Mc Garvin and Kathryn R. Mc Garvin hereby GRANT(s) to Robert L. Teaford, a married man as his Sole and—Sep-ara.t.e F_rnnprty the following described real property in the La Quint a County of Riverside , State of California: Lots 13 and 14, Block 40 of SANTA CARMELITA UNIT 3, as shown by i Map on file in Book 18 page 59, of maps, Records of Riverside .-County,.California apn.#773-241-023 apn #773-241-022 Q O g us ri J Ic O H Z ? - --- v Wal.tex- A. Mc -Gar. vin tY Q LLjCa LU y a W Q SPACE ABOVE THIS LINE FOR RECORDER'S USE GRANT DEED _. THE UNDERSIGNED GRANTOR(S) DECLARE(S) DOCUMENTARY TRANSFER TAX IS $ 5 5. 0 0 ® computed on full value of property conveyed, or ❑ computed on full value less value of liens or encumbrances remaining at time of sale., ❑ unincorporated area city of La Q u i n t a AND. FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Walter A. Mc Garvin and Kathryn R. Mc Garvin hereby GRANT(s) to Robert L. Teaford, a married man as his Sole and—Sep-ara.t.e F_rnnprty the following described real property in the La Quint a County of Riverside , State of California: Lots 13 and 14, Block 40 of SANTA CARMELITA UNIT 3, as shown by i Map on file in Book 18 page 59, of maps, Records of Riverside .-County,.California apn.#773-241-023 apn #773-241-022 O g !- x o ri C $ N H Z - --- v Wal.tex- A. Mc -Gar. vin tY Q LLjCa STATE OF CALIFORNIA CL Q oar SS. $ i On this 1Q .r day of r-- in the year 19 3L. SPACE ABOVE THIS LINE FOR RECORDER'S USE GRANT DEED _. THE UNDERSIGNED GRANTOR(S) DECLARE(S) DOCUMENTARY TRANSFER TAX IS $ 5 5. 0 0 ® computed on full value of property conveyed, or ❑ computed on full value less value of liens or encumbrances remaining at time of sale., ❑ unincorporated area city of La Q u i n t a AND. FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Walter A. Mc Garvin and Kathryn R. Mc Garvin hereby GRANT(s) to Robert L. Teaford, a married man as his Sole and—Sep-ara.t.e F_rnnprty the following described real property in the La Quint a County of Riverside , State of California: Lots 13 and 14, Block 40 of SANTA CARMELITA UNIT 3, as shown by i Map on file in Book 18 page 59, of maps, Records of Riverside .-County,.California apn.#773-241-023 apn #773-241-022 c Dated - --- __ Wal.tex- A. Mc -Gar. vin STATE OF CALIFORNIA COUNTY OF 6Z 19C►Fr SS. Kathryn R. Mc. Garvin On this 1Q .r day of r-- in the year 19 3L. before me, the undersigned, a Notary P lid in and for said State, personally appeared t,/4ed4-Be A C-me+u personally known to me - (or proved to me on the basis of satisfactory evidence) to be the person $— whose name$ 13CO subscribed to the within P& ° ti OFFICIAL SEAL instrument, and acknowledged to me that whey— executed it. PES •, e`p a WILLIAM E. (UNNINGHAM J ® w o NOTARY PUBLIC - CALIFORNIA WITNESS my hand and official seal. 'aQFORN . ORANGE COUNTY W Comm. Expires Jan. 22,1993 a_;J,r ry' + 4 o i `, + OFFICE OF AGRICULTURAL COMMISSIONER AND -WEIGHTS & MEASURES CALVIN C. KAMINSKAS JAMES O. WALLACE. 4080 LEMON STREET, ROOM 19 sststont Comm utn nr Agitcuuwat Commbetonm RIVERSIDE. CALIFORNIA 92501 CLEMENT OENVENISIE Sooloi , ptrectoi of Weights & Meosules (714) 787-2561 49613 Highway 86, Suite B12 Coachella, Ca. 92236 (619.) 342-8291 DA'L'E - / cj' CASE. NO. L S DEVELOPER'S N11t4E s / ADDRESS: 'IELEPi IONS : 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 from plant material li.sLed, this office must be notified. imue-diately. I1iank you for protecting and preserving the Coachella Valley's pest-free envirom ent. A cuwitltlural Cemnissioner's ice cce Indio and Riverside Office . c F -.-38.5 41 TITLE 24 REPORT FOR: TEAFORD CONSTRUCTION - PLANA MADERO LA QUINTA, CALIFORNIA PROJECT DESIGNER: JOHN CASTILLO 45-250 SMURR STREET #12 INDIO, CALIFORNIA 92201 (619) 347-2470. OWNER: REPORT PREPARED BY: JOHN H. HACKER & ASSOCIATES 4501 E. SUNNY DUNES ROAD, SUITE D PALM SPRINGS, CALIFORNIA. 92264 (619) 327-4565 Job Number: Date: 6/16/1991 The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has'interim approval and is authorized by the California Energy Commission for use with the Second Generation Nonresidential Building Energy Efficiency Standards for Nonresidential Occupancies. Second Generation Residential Occupancies shown to comply with this program conform to the.results.produced by the Table Of Contents for Title 24 Report Cover Page ....................................... l Table of -Contents ........................... ...................... 2 Form CF -1R Certificate of Compliance: Residential ................... 3 Form MF -1R Mandatory Measures Checklist: Residential ................ 6 Form P -2R Point System Summary . ... ................. 8 Form WS -1R Points Thermal Mass Worksheet ............................ 9 Form WS -2R Interpolation Worksheet ........... 10 Form WS -3R Duct Weighted Average Worksheet ..... ........... ....... 11 Form S Shading Coefficient -(SC) Worksheet ......................... 12 I Domestic Hot Water Worksheet ........................ 14 HVAC Zone & Space Loads Summary ............... .......... .......... 15 CERTIFICATE OF COMPLIANCE: Residential (part l of 3) CF -1R page 3 of 17 --------------------------------------------------------------------------- Project: TEAFORD CONSTRUCTION - PLAN A COMPLY 24 v 3.10 Designer: JOHN CASTILLO Building Permit No Location: Indio Date: 6/16/1991 Checked By Documentation: JOHN H. HACKER & ASSOCIATES Date (User # 2655) PROJECT ADDRESS Job #: MADERO LA QUINTA, CALIFORNIA- GENERAL ALIFORNIAGENERAL INFORMATION Compliance Method: Point System Climate Zone: 15 Total"Conditioned Floor Area: 1902 sgft Building Occupancy: Single Fam Att Front Entry Orientation: West Number of Dwelling Units: 1 Floor Construction Type: Slab Infiltration Control: Standard BUILDING SHELL INSULATION Component Area U -Value Location/Comments R-19 Frame Wall 1164 0.0655 WHOLE HOUSE R-38 Roof/Gyp Ceiling 1858 0.0287 WHOLE HOUSE Carpeted Slab 1612 0.7200 WHOLE HOUSE/Insul= R-0.0 Exposed Slab 290 0.9000 WHOLE HOUSE/Insul= R-0.0 THERMAL MASS Thick Mass Material Area (in) Type Location/Description --------------------- ---- ----- ------ ------------------------------ Concrete, Heavyweight 290 .4.000 Covered WHOLE HOUSE/Int Mass Concrete, Heavyweight 1612 4.000 Exposed WHOLE HOUSE/Int Mass CERTIFICATE OF COMPLIANCE: Residential (part 2 of 3) CF -1R page 4 of 17 --------------------------------------------------------------------------- Project: TEAFORD CONSTRUCTION PLAN A COMPLY 24 v 3.10 Designer: JOHN CASTILLO Building Permit No Location: Indio Date: 6/16/1991 Checked By Documentation: JOHN H. HACKER & ASSOCIATES. Date (User # 2655) ------------------------------------------------------------------------- GLAZING- Glass w/Int Location Orient Area Type U -Val SC Shade Description WHOLE HOUSE West 122.4• Double 0.65 0.88 0.33 Double/Light Blinds East 62.0 Double 0.65 0.88 0.33 Double/Light Blinds South 72.0 Double 0.65 0.88 0.33 Double/Light Blinds Skylt 44.0 Double 0.65 0.88 0.88 Double/No Int Shades SHADING (for Glazing above) Over Location Exterior Device SC hang Framing Type --------- ------------------------ ---- ---- ----------------------- WHOLE HOUSE 50 $ Bug Screen 0.84 2.0 Metal w/o Mullions 50 Bug Screen 0.84 2.0 Metal w/o Mullions 50 $ Bug Screen 0.84 2.0 Metal w/o Mullions None 1.00 0.0 Metal w/o Mullions . CERTIFICATE OF COMPLIANCE: Residential (part 3 of 3; ---------- ! TEAFORD CONSTRUCTION - PLAN A Designer: JOHN CASTILLO Location: Indio CF -1R page 5 of 17 ----------------------- I COMPLY 24 v 3.10 Date! 6/16/1991 Building Permit No Checked By Documentation: JOHN H. HACKER & ASSOCIATES I Date (User # 2655)•. --------------------------------------------------------- ----------- HVAC SYSTEMS Minimum Output Duct Duct Manufacturer/Model No. System Type Efficiency (Btuh) Location RVal (or approved -equal) Gas Fired 0.726 SE 58460 Vent. Attic Space 4.2 Day&Night 58OBV060074 Air Cond 9.000 SEER 60000 Vent. Attic Space Day&Night 580BV060074 Zone Furnace Max: 1.3 x [ 31933 Btuh + (10 x 1902 sgft)] = 66239 Btuh Cooling Exception: CFM Cooling (see Load Calcs) requires Btuh HOT WATER SYSTEMS Tank Manufacturer/Model No. # of Energy R-12 System Type Volume (or approved equal) Sys Credits Blanket ------------------- ------" ----------------------- ----- ------- ------- Gas Fired 50.0 Std.Gas 50 gal or less 1 0 Y SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this Certificate of Compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER BUILDING OWNER JOHN CASTILLO 45-250 SMURR STREET - #12 INDIO, CALIFORNIA 92201 (619) 347-2470 License No: Signed: (Date) DOCUMENTATION AUTHOR JOHN H. HACKER & ASSOCIATES 4501 E. SUNNY DUNES ROAD, SUITE D PALM SPRINGS, CALIFORNIA 92264 (619) 327-4565 Signed: q (bate) Signed: (Date) ENFORCEMENT AGENCY Name: "Agency: Telephone: Signed: ( Date) . 1 ` ,, .. fib` •r f i' - .. .. MANDATORY MEASURES CHECKLIST (part 1 of 2)•-",MF-1R page 6'of 17 .Project: TEAFORD CONSTRUCTION'- PLAN A 1 COMPLY 24 v 3.10 Designer: JOHN CASTILLO Building Permit.No Location: Indio Dates 6/16/1991 Checked By Documentation: JOHN H. HACKER & ASSOCIATES- Date (User #•2655)- NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance'approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Enforcement o Sec. 2-5352(a): Minimum ceiling insulation R=19 weighted average. o Sec. 2-5352(b): Loose fill insulation manufacturers labeled R-Value. o Sec. 2-5352(c): Minimum wall insulationtin framed walls R-11 weighted average (does not apply to exterior mass walls). o Sec. 2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. o Sec. 2-5311: Insulation specified or installed meets f California Energy Commission (CEC) quality standards. Indicate type and form. o Sec. 2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. o Sec. 2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. o Sec. 2-5352(e): Special infiltration barrier installed to comply with Sec. 2-5351 meets CEC quality standards o Sec. 2-5352(d): Installation of Fireplaces 1. Masonry and factory-built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. 4f 4 MANDATORY MEASURES CHECKLIST (part 2 of 2) MF -1R page 7 of 17 -------------------------------------------- -------- ---------- ------------ Project: TEAFORD CONSTRUCTION - PLAN A COMPLY 24 v 3.10 Designer: JOHN CASTILLO Building Permit No Location: Indio Date: 6/16/1991 Checked By Documentation: JOHN H. HACKER & ASSOCIATES Date (User # 2655)• ---------------------------------------------------=----------------------- . HVAC AND PLUMBING SYSTEM MEASURES Enforcement o Sec. 2-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. o Sec. 2-5352(h) and 2-5315: Setback thermostat on ally applicable heating systems. „ r o Sec. 2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC.-* o Sec. 2-5316(b): Exhaust systems have damper controls. o Sec. 2-5314(c): Gas-fired space.heating equipment has intermittent ignition devices. o Sec. 2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. - o Sec. 2-5352(i): Water heater insulation blanket (R-12 or greater) for storage & backup tanks for solar water heating systems; first 5 feet of pipes closest to tank insulated (R-3 or greater). o Sec. 2-5312(Exception I): Pipe insulation on steam and steam condensate return & recirculating piping. o Sec. 2-5318(d): Swimming -Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate'on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. ` 3. Pool cover. , 4. Time clock. 5. Directional water inlet. A LIGHTING AND APPLIANCE MEASURES o Sec. 2-5352(j): Lighting - 25 lumens/watt or greater ,f or general lighting in kitchens and bathrooms. o Sec. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. o Sec. 2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. POINTS SYSTEM SUMMARY: CLIMATE ZONE 15P-2R page 8 of•17 --------------------------------------------------------------------------- Project: TEAFORD CONSTRUCTION - PLANA COMPLY 24 v 3.10 Designer: JOHN CASTILLO Building Permit No Location: Indio Date: 6/16/1991 Checked By Documentation: JOHN H. HACKER•& ASSOCIATES 2655). Date (User # BUILDING DATA ------------- Conditioned Floor Area 1902 sqft Number of Stories 1 Occupancy Type Single Fain Att 'SCORE CARD Measure Points I ------------------------- 1. Roof Insulation ------- 0.0287 (U-Value) s' ------ 1 A 2. Wall Insulation -0.0655 (U-Value) 0 3. Raised Floor Insulation 0.0000 (U-Value) 3a. Controlled Vent Crawlspace 0.0 (R-Value) -> 0 4. Slab Edge Insulation 0.7734 (f2- factor)_ 5. Infiltration Standard .0 6. Glass Heat Loss 0.65 15.8% 0 Sum 1-6 1 7. Shade Open Area Glass SC OH Eff a. North 0.0 0.0 x 0.00 = 0.0 -0 b. East 62.0 3.3 x 0.74 x 0.90 = 2.2 0 c. South 72.0 3.8 x 0.74 x 0.87 = 2.4 0 d. West 122.4 6.4 x 0.74 x "0.85 = 4.1 1 e. Skylight 44.0 2.3 x 0.77 = 1.8 1 8. Shade Closed Area Glass SC OH Eff $ a. North 0.0 0.0 x 0.00- .00 b. East 62.0 3.3 b. x 0.28. x 0.82 = 0.7 2 c. South 72.0 3.8 x 0.28 x 0:68 0.7 3 d. West 122.4 6.4 x 0.28 x 0.78 _. 1.4 O. e. Skylight 44.0 2.3 x 0.77 _ 1.8 -14 9. Interior Thermal Mass 4.26 3 10. Exterior Wall Mass 0.00 0 Sum 7-10 -3 11. Heating System 0.726 SE x 0.82 Duct Eff = 0.60 Eff SE 1 .Zonal Control: No 12. Cooling System- 9.000 SEER x 0.81 Duct Eff =, 7.29 Eff SEER 3 13. Water Heating (see DHW Worksheet) Y y = 0 Point Total: 2 THERMAL MASS WORKSHEET --------------------------------------------------------------------------- h WS -1R'. page 9 of 17 Project: TEAFORD CONSTRUCTION - PLAN A COMPLY 24 v 3.10 Designer: JOHN CASTILLO Building Permit No Location: Indio Date:.6/16/1991 Checked By Documentation: JOHN H. HACKER --------------------------------------------------------------------------- & ASSOCIATES Date (User # 26551 INTERIOR THERMAL MASS Interior Interior Sides Wall Mass Mass Mass A Mass Material Thick Exposed U -Value Area Factor Capacity ---------------------- ------------- .Concretq, Heavyweight 4.00 ------- 0 ------ ----------------- - 290.0 x 1.8 = 527.8 Concrete, Heavyweight 4.00 1 1612.0 x 4.7 = 7576.4 TOTAL 8104.2 INTERIOR MASS FACTOR 8104.2 IMC / 1902 sqft = 4.26 * Mass listed above with a Wall U -Value denotes the Interior Mass credit for Exterior Mass Walls, and are repeated below for Exterior Mass credit. 0 Sides Exposed indicates mass covered with surface material >= R-2. EXTERIOR MASS WALLS Exterior Exterior Sides Wall Mass Mass I Mass Mass Material Thick Exposed U -Value Area Factor- Capacity NONE INTERPOLATION, WEIGHTED AVERAGE & ADDITION WORKSHEET WS -2R page 10 of 17 -------------------- Project: TEAFORD CONSTRUCTION - PLAN A COMPLY 24 v 3.10 Designer: JOHN CASTILLO Building Permit No Locations Irkdio Date.:'6%16/1991 Checked By Documentation: JOHN H. HACKER & ASSOCIATES Date (User # 2655) INTERPOLATION Point Point Point Score Item--- Actual Value Score Score'.. Value Value Point 1 Value __ 1 _____ 2 _____ 1 2 1 Score Roof 4 Wall +( 0.0287 - 0.02)`x ( -4 - -- 4) /( 0.04 0.02) = ----1 1 S1ab'Edge 2 +( +( 0.0655 0.7734 - 0.06) - 0.70) x.( X -2 - ( -1 - 1) 2) /( /( 0.08 0.80 - 0.06) - 0.70) = 0 Glass Type 2 1 +(15.7939 -15.00) x ( 0 - 1) /(16.00 -15.00) = -0 = p E Shade Open 0 S Shade Open 0 +( +( 2.1848 2.4420 - 2.00) - 2.00) x,( x -1 - ( 0 - 0) /( 3.00 - 2.00) _ _0 W Shade Open 1 +( 4.0841.- 4.00) x ( 1 - 0) 1) /( /( 3.00 5.00 - 2.00) - 4.00) = = 0 1 H Shade Open 1 +( 1.7915 - 1.00) x ( 1 - 1) /( 2.00 - 1.00) 1 E Shade Clsd 4 +( 0.7480 - 0.00) x ( 1 - 4) /( 1.00 - 0.00) = 2 S Shade Clsd 6 +( 0.7169 - 0.00) x ( 2 - 6) /( 1.00 - 0.00) = 3 W Shade Clsd 2 +( 1.4081 - 1.00) x ( -3 - 2) /( 2.00 - 1.00) = -0 H Shade.Clsd -8 +( 1.7915 - 1.00) x ( -16 - -8) /( 2.00 -.1.00) Int Mass 3 Heating 0 +( +( 4.2609 - 4.00) x ( 3 - 3) /( 4_.50 - 4.00) = 3 Cooling +( 0.5953 7.2900 - 0.56) - 7.00) x x ( 1 - ( 11- 0) /( 0.60 - 0.56) = 1 .0 0) /( 8.00 - 7.00) = 3 WEIGHTED AVERAGE POINTS Item Type 1 Type 2 Points Area Points Area Type 3 Points Area Total Area Average Points DUCT'WEfGHTED AVERAGE WORKSHEET WS -3R page 11 of 17 .Project: TEAFORD CONSTRUCTION - PLANA COMPLY 24 v 3.10 Designer: JOHN CASTILLO Building Permit No Location: Indio Date: 6/16/1991 Checked By Documentation: JOHN H. HACKER & ASSOCIATES Date (User # 2655j- DUCT FACTORS BY HVAC ZONE Duct Duct Len. WHOLE HOUSE R -Val Duct Location --------------------- ---------------------- Factor (ft) F x L WHOLE HOUSE 4.2 Vent. Attic Space ------ 0.820 ---- x 30 ----- 24.6 HEATING DUCT FACTOR 24.6 / 30 = 0.820 30 24.6 WHOLE HOUSE 4.2 Vent. Attic Space 0.810 x 30 = 24.3 COOLING DUCT FACTOR 24.3 / 30 = 0.810 30, 24.3 GLAZING, INTERIOR SHADE & FRAMING 9a. 0.88 (SC #7) x 0.88 (FMF #5) 0.77 SC Shade Open 10a.0.33 (SC #8) x 0.88 (FMF #5) = 0.29 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: 50 % Bug Screen 11. SC Exterior Shade: 0.84 (from Table G-11 or manufacturer's data) 12. [(.0.84 (SC #11) x 0.25) + 0.75] x 0.77 (SC #9a) = 0.74 SC Shade Open 13. [(0.84 (SC #11) x 0.25) + 0.75] x 0.29 (SC #10a).= 0.28 SC Shade Closed OVERHANG FACTOR Glass Ovrhng Dist Glass Proj-- OH Factor OH Factor Orientation Area Depth Above Height Ratio Shade Open Shade Clsd West 122.4 2.0 / ( 0.1 + 4.0) = 0.49 0.85 0.78 East 62.0 2.0 / ( 0.1 +F 5.0) = 0.39 0.90 0.82 South 72.0 2.0 / ( 0.1 + -5.0) = 0.39 -0.87 0.68 E SHADING COEFFICIENT (SC) --------------------------------------------------------------------------- WORKSHEET FORM S page 12 of 17 Project: TEAFORD CONSTRUCTION - PLAN A COMPLY 24 v 3.10 Designer: JOHN CASTILLO Building Permit No Location: Indio Date: '6/16/1991 Checked By Documentation: JOHN H. HACKER & ASSOCIATES • --------------- --------------------------------------------------------------------------- Date (User # 2655 1 ---------GENERAL GENERALINFORMATION 1. Glazing Type: Double 3. Framing Type: Metal w/o Mullions 5. Framing/Mullion Factor: 0..88 (from Table G-10) 6., Interior Shade Type: Double/Light Blinds`. 7. SC Shade Open: 0.88 (from Table G-9 or show calculation) 8. SC Shade Closed: 0.33 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.88 (SC #7) x 0.88 (FMF #5) 0.77 SC Shade Open 10a.0.33 (SC #8) x 0.88 (FMF #5) = 0.29 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: 50 % Bug Screen 11. SC Exterior Shade: 0.84 (from Table G-11 or manufacturer's data) 12. [(.0.84 (SC #11) x 0.25) + 0.75] x 0.77 (SC #9a) = 0.74 SC Shade Open 13. [(0.84 (SC #11) x 0.25) + 0.75] x 0.29 (SC #10a).= 0.28 SC Shade Closed OVERHANG FACTOR Glass Ovrhng Dist Glass Proj-- OH Factor OH Factor Orientation Area Depth Above Height Ratio Shade Open Shade Clsd West 122.4 2.0 / ( 0.1 + 4.0) = 0.49 0.85 0.78 East 62.0 2.0 / ( 0.1 +F 5.0) = 0.39 0.90 0.82 South 72.0 2.0 / ( 0.1 + -5.0) = 0.39 -0.87 0.68 E SHADING COEFFICIENT (SC) WORKSHEET FORMS page 13 of 17 _____________o-- _ __________________________________________________________ I Project: TEAF CONSTRUCTION PLAN A COMPLY 24 v 3.10 Designer: JOHN CASTILLO Building Permit No Location: Indio Date: 6/16/1991 Checked By Documentation: JOHN H. HACKER & ASSOCIATES .Date (User # 2655) --------------------------------------------------------------------------- GENERAL INFORMATION 1. Glazing Type: Double 3. Framing Type: Metal w/o Mullions 5. Framing/Mullion Factor: 0.88 (from Table G-10) " 6. Interior Shade Type: Double/No Int Shades 7. SC Shade Open: 0.88 (from Table G-9 or show calculation) 8. SC Shade.Closed: 0.88 (from Table G-9 or show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 0.88 (SC #7) x 0.88 (FMF #5) = 0.77 SC Shade Open. 10a.0.88 (SC #8) x 0.88 (FMF #5) = 0.77 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: NO EXTERIOR SHADE --------------------------------------------------------------------------- OVERHANG FACTOR Glass Ovrhng Dist Glass Proj OH Factor OH Factor Orientation Area Depth Above Height Ratio Shade Open Shade Clsd ----------- ----- ------ ----- ------ ----- ---------- ---------- NO OVERHANGS DHW WORKSHEET ONE:,STORAGE TYPE GAS OR ELECTRIC page 14 of 17 Project: TEAFORD CONSTRUCTION - PLAN A COMPLY 24 v 3.10 Designer: JOHN CASTILLO Building Permit No Location: Indio Date: 6/16/1991 , Checked By Documentation: JOHN H.,HACKER & ASSOCIATES n Date (User # 2655) A EQUIPMENT DATA 1 Water heater type SG Enter SG or SE 2 Manufacturer & 3 Model number Std Gas 50 gal or less 4 Ignition device GP GP, gas pilot or IID, int. ignition device 5 Tank volume 50.0 Total gallons, from CEC Appliance Directory 6 Recovery efficiency 76.0 Percent from'CEC Appliance Directory 7 Standby loss 3.1 Percent/hour, from CEC Appliance Directory 8 Rated input 55000 Btu/hr, from CEC Appliance Directory (1 kWh = 3413 Btu) 9 Number of Heaters 1 From building plans.(total) 10 Insulation Jacket Y (Y/N) R-12 insulating jacket on the plans B OPERATING DATA -------------------------------------------------------------------_-------- 1 Climate Zone 15 See Appendix D 2 Water heating budget 18700 KBtu/yr/unit, see Table 1 3 Tank set temp. 140 F, fixed input 4 Water main temp. 70.0 F, see Table 1 5 Daily hot water load 50 50 or 35 gallons/unit, see Table 1 6 Ambient air temp. 72.6 F, see Table 1, 7 Adj Standby Losses 0.0205 See Table 2 or Appendix B 8 No. dwelling units 1 From building plans (total) 9 Number of pumps 0 From building plans 10 Pumping energy 0.0 Watt-hr/yr per Pump, see Table 3 C WATER HEATING ENERGY CREDITS . 1 Credit name See;.Table 5 2 Annual savings 0.0 KBtu/yr/dwelling unit, see Table 5 D CALCULATE ANNUAL WATER HEATING ENERGY (KBtu/yr) ----- 1 --------------------------------------------------------------------- Recovery load 10539..4 ([B5 x 8.25 x(140-B4)x 365 x 0.001]-C2)x B8 2 Recovery energy 13867.6 D1 / A6 3 Standby loss energy :4839.6- (24 - [(D2 x 1000)/(A8 x A9 x,365)]) x 8.25 x A5 x B7 x 365 x (140-B6) X 0.001.x A9 I 4 Pumping P g ener gY 0.0 89 x B10 x 3.413 x 3 x 0.001 A 5 Total energy 18707.2 GAS SYSTEMS:. (D2 + D3 + D4) / B8 ELECTRIC: ([(D2 + D3) x 3] + D4) /-B8 6 Water heating budget comparison -7.2 KBtu/yr/unit B2 - D5 . A. HVAC'ZONE HEATING & COOLING LOAD SUMMARY page 15 of 17 Project: TEAFORD CONSTRUCTION - PLAN A COMPLY 24 v 3.10 Designer: JOHN CASTILLO Building Permit No Location: Indio Date: 6/16/1991 Checked By Documentation: JOHN H. HACKER & ASSOCIATES 2655) Date (User # HVAC ZONE DESCRIPTION HVAC Zone Name: WHOLE HOUSE Heating System Name: Day&Night 580BV060074 Cooling System Name: Day&Night 580BV060074 System Multiplier: 1 Heating Schedule: Residential Heating Cooling Schedule: Residential Cooling Fan Schedule: Residential HVAC & Fans.. Peak Load Method: COINCIDENT Relative Humidity: 50 $ ° COOLING SPACES IN THIS ZONE PEAK HEATING PEAK SENSIBLE LATENT WHOLE HOUSE (Jan 12am) 31899. (Aug 2pm) 30022 856 TOTAL SPACE LOAD 31899 30022 856 Bypass Ventilation Air ( 0 cfm) 0 ( 0 cfm) 0 -0 Supply Duct Conduction 1595 1501 Supply Duct Leakage 638 600 17 Supply Fan Heat Gain -0 0 EFFECTIVE SPACE LOAD 34132 32124 873 Ventilation ( 0 cfm) 0 ( . 0 'cfm) 0 -0 Return Air Lighting Gain 0 Return Duct Conduction 341 321 Return Duct Leakage 683 642 17 I Return Fan Heat Gain _-_3223 l TOTAL SYSTEM LOAD 31933 - ---_3223 36310 891 3".0 tons 0.1 tons ° SYSTEM PERFORMANCE 58460 43272 10768 AT DESIGN CONDITIONS 3.6 tons 0.9 tons RESIbENTIAL SPACE HEATING.LOAD SUMMARY page 16 of 17 Project: TEAFORD CONSTRUCTION - PLAN A COMPLY 24 v 3.10 Designer: JOHN CASTILLO Building Permit No Location: Indio Date: 6/16/1991 Checked By Documentation:*JOHN H. HACKER &ASSOCIATES Date (User.# 2655). Space Name: WHOLE HOUSE Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 29 F Design Temperature Difference: 41 F Conduction Area U -Value TD Btu/hr R-19 Frame Wall 1163.6 x 0.0655 x 41.0 = 3123 Solid Wood Door 20.0 x 0.3872 x 41.0 = 318 Double/Light Blinds 256.4 x 0.6500 x 41.0 = 6833 R-38 Roof/Gyp Ceiling 1858.0 x 0.0287 x 41.0 = 2184 Double/No Int Shades 44.0 x 0.6500 x 41.0 = 1173 Carpeted Slab Perim = 161.0 x 43 = 6923 Exposed Slab Perim = 68.0 x 43 = 2924 Infiltration: 1.00 x 0.018 x 1902 sqft x'8.0 ft x 0.75 AC x 41.0 = 8422 TOTAL HOURLY HEAT LOSS FOR SPACE 31899 SUPPLY AIR QUANTITY 1 - Heating: 31899 Btu/hr / [1.10 * (105 F Supply - 65 F TStat)] 7125 cfm y RESIDENTIAL SPACE COOLING LOAD SUMMARY page 17 of 17 Project: TEAFORD CONSTRUCTION - PLAN A COMPLY.24 v 3.10 Designer: JOHN CASTILLO Building Permit No Location: Indio Date: 6/16/1991 Checked By, Documentation: JOHN.H. HACKER & ASSOCIATES Date (User # 2655) Space Name: WHOLE HOUSE Design Indoor Dry Bulb Temperature: 78 F . Design Outdoor Summer Dry,Bulb Temperature: 112 F Design Temperature Difference: 34 F Conduction Area U -Value DETD Btu/hr R-19 Frame Wall 1163.6 x 0.0650 x 29.6 = 2240 Solid Wood Door 20.0 x 0.3756 x 29.6 = 222 Double/Light Blinds 256.4 x 0.6179 x 34.0 = 5386 R-38 Roof/Gyp Ceiling 1858.0 x 0.0282 x 50.0 = 2622 Double/No Int Shades 44.0 x 0.6179 x 34.0 = 924 Infiltration: 1.00 x 0.018 x 1902 sqft x 8.0 ft x 0.75 AC x 34.0 = 6984 Shaded Unshaded Solar Gain Orient. Area SGF Area SGF SC Btu/hr Double/Light Blinds West [ 45.9 x 15 + 76.5'x 73] x 0.28 = 1749 Double/Light Blinds East [ 18.6 x 15 + 43.4 x 73] x 0.28 = 961 Double/Light Blinds South [ 72.0 x 15 + 0.0 x 32] x 0.28 = 301 Double/No Int Shades Skylight [ 0.0 x 15 + 44.0 x152] x 0.77- 5179 Internal Gain Op Frac. Area Heat Gain Conv. Btu/hr Lighting 1.00 x 1902.0 x 0.200 x 3.413 = 1298 Equipment 1.00 x 1902.0 x 0.200 x 3.413 = 1298 Occupants 1.00 x 1902.0 x 225 / 500 = 856 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 30022 Latent Gain Op Frac... Area Heat Gain Conv. Btu/hr Equipment 1.00 x 1902.0 x .0.000 11x 3.413 = 0 Occupants 1.00 x 1902.0 -x 225 / 500 856 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE 856 SUPPLY AIR QUANTITY ------------------F Cooling: 30022 Btu/hr / .[1.08 * ( 78 F.TStat.- 55 F Supply)] = 1209 cfm 7 400' DESIGN LOAD '32. PSF TOP LL MP DL=28.0 PSF BOT LL=226.0 PSF BOT DL= 349.0 PSF DUR OF LOAD INC 1.25 SPACING 12.0 IN 0/C 1410N-STA140ARD LOAD. NGNELBS SECT I CTI N PSF NONJT REACT MIN 3B5Dl 5 2130. MBR LEN FORCE MBR LEN FORCE KBR FO1% MBR FORCE MBR' FORCE LUMBER SOLUTION 1- 2 3.23 -4079 5- 6 3.53 3433 2- 8 G1S4 3_ 1931 4- 6 -1964 TOP 2X4 DF -Ll, 2- 3 3.18 -2634 6- 7 3.18 433 BOT 2X6 DF -L #2, 3- 4 3. 18 -2634 7- 8 3.18 3433. WEB DF -L #3, 4- 5 3.23 -4079 8- 1 3.53 ..433 1 3 5 DATE 6/ 8/69 JOB ID B914G SHEET OF Fasten trusses together with nails spaced as follows ' ' o.c Top Chord TRUSS DESIGN IS FOR 1"ViBR OF 2 PLY UNIT web members )Z " 0. C. .: Btm chord H `t 0.41 7X8 All nailing staggered IU f;o.13 V3 \ .3X ci 1 1 0 3XE3 lAie. - - 4X9 . g 8 . 0/A SPAN 14- 0- 0 (FT.. INCHES, 16THS) SCALE= 0.500/1.0• REC CMB= 0.17" AT 7 HANDLING AND EFEC1104 Yanol.nq ane Eltcl.oh ere n01 Int •esylnsibil{ly Of the designer n. In, malt, m.anUlaclU." Trusses are to be handled -ilh Peg licoal ca.e during t:and mg anezor Dunolrng. delivery msanalton to amid Car -age. 7 mpplyry a nd rt r m.antnt bracing to l hOlring trussts in a uralghtandpivmbpesll.on,andlotIcsisling a legal loreesShelf tv at r•gneC and Inswite =T .'hers •Carelul hanol.ng a esstnhal ono t•tclion buCing is 11-81`1 reeu.ted. Nolmal pttUvtionuy action lot Itvssel Itevirts such Ie -m -11y bracing Ovn , .nsalta Yon Del-ttn ltvsses 10 I rO•d 10oDI.nS 1nC 0pminO.nq .,he Ivptry;s;oh oftre CI on of buses 0allk vndet the COn1r01 01 N, a"'4 4%-_46snced In the Initall►I.On 01 Irv,stl. plates- s.pnNsC.'Ke oboe De sought 11 Reeerd •Crlce tttal.On of co>sltvclon Ietel g•etlel then the dtsign DESIGN INFOR"XITION Dtsign mttts wdh Int kits) revision of: National Design Speel- ncal.oet Fog Stress Gndt lumbtl and tls'fasttninps. of the Natrona) FOltsl Flodvw ksoeialion-. and Dtsign Sot Crlica. lions for Ught Netat Plait Connected Wood Trusses, of the Truss Plait Inslilvlt VPI). . NOTE 1 conncetot plates then be totaled on both laces of the boss with nails pr0:erly'inbeddeC and shall be arrrmellical about the joint unless olhel-Tse shown. 2.An bla Cin; and erection 4cOmmenealrOnf tit to be lollo-'ed in accordance .,In bracing of -Doc trusses EWI 76011P1. 3.11an individual 116134d unit strubes mole than ant cuss, It Usses anal be labti:sled as a St;.arste unit. hen nailed W wttd IC ;e 1'xr &S noted. 4.1t,e dcsign alsumta comprels;oneho es 110; or bottom) au r nnlln 11V brsCed br,t+talhin0, WN16 bottom ChO•CS in MATERIAES AND FA6RICA110N • PlaleS shall not be installed O•tI ►np1S, anolholtf OI drslorled Stain. membels Shall be cut lot 1.661 lillmg wood 10 wood Dearu+g. - -Plait cenittlines and joint cenleaines shall Coincide e-cept as other-ise shown. -Doubt cuts on web membtls shah meet at tnt Centerlines of thew JS Unless ant twist show n. t An in.Itllals ale in aCCO•Csntt with the a pscable seCl.on on materials of Iht IPI De sign SPecitica tions. •Fasitnel sizes shown are aclWlmanvI10vttd sites and may need lobe incleaStd in $ilt fog cttlain hanCl ng andz Ol etec- I.On plocedwts .Ca -bel as shp-n on INS drawinq is 11.11 recommended lot notm•al conditions of ICading and lablical.on. Camtw may be rt vise.' al lht eplion of Int labliCalot Of alChile Cl. vJ I DESIGN LOAD KBR LEN FORCE FBR LEN FORCE FBR FORCE KBR FORCE KBR FORCE TOP LL= 32.0 PSF 1- 2 3,37 -8528: 7- 8 3,47 6867 2-12 1233 3-10 -1827 5- 9 1700 TOP DL= 28,0 PSE 2- 3 3,28 -6363 8- 9 3.28 6867 2-11 -1113 4-10 3576 6- 9 -1113 BOT LL= 268.0 PSF 3- 4 3,28 -4907 9-10 3.28' 5874 3-11 1700 5-10 -1827 6- 8 1233 BOT DL= 442.0 PSF 4- 5 3.28 -4907 10-11 3.28 5874 OUR SPACING 12.0 ION 1141 L. 6- 7 3.37 -6528 63 12-11 3. 43 6867 NON-STANDARD LOAD/0 JT LBS SECTION PSF 1 4• 7 ' Fasten trusses together with d nails NONE NONE spiced as follows Top Chord L.. c.c JT REACT MIN BRG Web members 0.C. 1 3960. 5.50" 3 '• ac 7 3960, 5.50" Btm chord All nailing su"era TRUSS DESIGN IS FOR 1 MBR OF 2 PLY UNIT S 18 CA 4 EX8 - # 16 GA 3 5 _Zzi s 6.00 5X6 / 5X8 \ ', GO 2 6 4X6 / 4X3 \ 17X12.54 1 l 0 3X4 l 4X6 - EX8 - 43 - 3X4 1 12 11 8X8 10 9 8 0/A SCCPP AggN 20p1-22550- 0 11(FT. INCHES, 16THS) SCALE= 0.250/1.0 F,E DEFLECYION= T277 ,.ANOLING AND EFFChCN nes 1196.116 1110 E1acl•CJ1 •It ,at Int aaspons0.Atj 01 the Cts•Qnet n. IM his" minula ./u.•1 T1.ss.s all to 041 n•r:,:.d .nn pa n,c.lat h1t Cv1.nq Ca na.nq ,ho101p.nat.nq,atI...,I.ndasIall41 ntoa.o•Cestray• I41mp01•rl •^C f ,1m.n.At Crac.nC 101 hal0.nq Irulltt.n I 6u41 n1anCpl.mDpC6d pn an. 101Its.il.ng1616141101:ea1M11 L•e 6.1•VMC 6n4 ntltll.0 01 olhels •C a, el,t t9na-g •s tsstnl• , I and action 011C.^q 1s at -art u p..:.tJ h0lmal 0141:8,1.OM 1r 906011 101 Uvlst& leq_'es ivGn ltm;,onrT Dn:.nt a.1.nq ✓sUl:abOn bt-414111 Irvtsts 10 ! ,o -C loppl✓.; IK oJm `10'Aq • T M 1..:v r..s•%^ Ott nC •C<n IMt msla 11:1.011 01 11 W I.& t 1 41.1,01-n of P 049. of 0.41110111 41;+ I.co"ll Ge I O.snld na41:.d. crr•.,nuaan lcl Ct C1861411 Iran IM C:. s•vn DE SIGN INFOAuA1lGN Des, A thgels.ah IN Well le.•san of N9IOLaI Dti.gn Spee. I'cal•0n Fol Slltsl G1lae tem:.el Ino its F•sltn.n•s. W the hal.pnal F0ns1 P1c,l.as Assacahan. and Design spec.I.:a• $.on% lot tinl ua:•1 pule r.Onnecit0 Wc44 Twtsss, of L-14T,.%I PI914 nt4w4 tlPq 'IOTE I COnntelol plates that tt Lxzl.d on toll% facet 0t It's IIv1[ .Ian resat plop. -If ^*: Ooed And ►6411 til tlmtnetl<if aDo.l the t0✓11.A;961 CIra1-is4 Shown j All p1/C.hv aro 4ucl•on ucemmeneal•Ons alt t0 N Iotla-.a In6cC0-;anc4-.InOuantol.toChalts°wlT oI1P1 ].11 411 P4...4).41 Ir,csr0 vn.l ugvaal r411 Ran C a putt. 11 vs s1%t•it Ae less Cl led a& / s•pa1&lt Unit. IMn riirC Cl bored ere IN t l 1 noted. 4.1N oc64n assvRel COTe t: rf, Cr.y:l 1100 or wft ml Ile LUMBER SOLUTION TOP 2X6 OF -L #2. BOT 2X6 DF -L SS. WEB 2X4 DF -L P3. EXCEPTION WEBS 4-10 2X4 DF -L # I , DATE 8/23/90 JOB ID SMTH2IG SHEET OF LIAIEAIALS Ah0FAbn1CA1.oh •FiiNl sold nJl 44 ✓a.6;:.0 11•et •ALIU L-VIINO•.s Y1 C•s10110 C..,n vlm0.11 1raJ ue c..l 100 I -ink Inlnq -w,t to -,AA •P:,1. CanlelLn•& •nC a'ni KanlnnlNl ►M1: CvnC•J• ut:1V1 •1 cin.11..a11nL-n •,ri0r Cuss On .1d memLaf atoll mt.l alone e.nl611.n11 01 V4. It units%V'.n .AOm.t61•Ili •.I .n •eco1C•nct .4n ane 9ppKa0•t section on f6.161g4 OI Int 1PI De1•yn Spe C.l.eal•ons •Fai1.1111 s.lrl sr0-n Pt act,& m•n.lacl.ltd sats /N Moll ne rC to:a melt araC .n /.:I tot eall 6.A G6nCbnq .oar of •.•e• I.Nn p1 D:. 3.11s •C6rn:•ct •s "-n on In•s 0.6--v .s It.,i t.com/n.hr.O lot n01rr.•1 C:1.,7I.p1.s vl 1C •::.t 9r.01: G•C •1411 C•rry..l rr.•, C1 ....... ,.v... a,.• •a rot 641119 t.,...• t•r n.lrCl y. rZ!C.1 r(ju . . tJ1Y I:J•-. `mss . It IC r Ice 2!1 Sim N w UDC TC(D+L)= 30.0 PSF 5 Plating Information 1 Design Irlformatlon DC (D+L) - 10 . 0 PS F = 40.0 FSF JT. CHORD SIZE AT JTIPLATE WAIL NOTE LOCATION(IN) DWG SR87-03010-U<021106G6 STRESS), NO. 2X4 2X6 PLATE SI: E SILT N0. 0 DATE 11/29/88 STRESS I17C a 1.25 0-1 23- 5 23- 5 2 1/2 X 4 PT -X .A 0 1/2 0 0/0 (Ft. -in- ) 24'- 0 28- 1 3 X 4. PTX A 2 Maxim= Chord Spans 3o- 0 2 1/2 X 6 PTX AD 1 5/8 2 1/2 2X4 2X6 2X4 2X6 TOP CHORD BOTTOM CHORD X 4 PTX LUMBER GRADE J-2 30- 0 30- 0 1 ' DOUGLAS FIR= g0- 0 30- 0 23- 6 29-11 5 X 5 PTX 5 1 1/ No 2 g 2 1/2 NO 2 DENSE 30- 0 30- 0 23- 6 29-11 SJ -2 30- 0 i30- 0 8 X s PTX NO 1 30- 0 30- 0 24- 0 30- 0 4 1 1/2 30- 0 30- 0 24- 0 30- 0 X 4 PTX NO 1 DENSE J-3 30- 0 '30- 0 3 SEL STRU 30- 0 30- 0 24- 0 30- 0 DEN SEL STRU 30- 0 30- 0' 24- 0 30- 0 J-6 24- 0 30- 0 3 X B PT} 8 PTX 1 3/4 165OF-1.SE MSR 30- 0 30- 0 2i 0 30- 0 SJ -6 24- 0 5 X X 8 PTX 2 3/1 180OF-1.6E MSR 30- 0 30- 0 2.- 30- 0 8 1950F -1.7E p15R 30- 0 30- 0 24- 0 30- 0 210OF-1.8E•MSR 30- 0 30- 0 24- 0 30-.0 2250F -1.9E MSR 30- 0 30- 0 24- 0 30- 0 CHORD SPLICE OPTIONS 0 X 4 rTX BEARING 240OF-2.OE MSR 30- 0 30- 0 24- ARI C-2 30- 0 30- 0 3 0 •REQUIRES 2X6 BEARING #REQUIRES 2):6 X 4 PTX C-6 24- 0 30- 0 3 3 Web Requirements •-ln' NOTES: B. P QUIP.ESCI2XE6 TOPD IS CHORD CHORD UIrBRACED S 2CLD 'GROSS PLATE RATING(P51) FO3. PT):=186(DF) 6.1 GROSS PLATE RATING(PSI) FOR PTH 144(DF) 2X4 wsss wl rrz 30- 0 30- 0 ,, STD -DF 28- 9 30- 0 30_ 0 30- 0 . CON -DF 28- 9 30- 0 30- 0 30- 0 NO2-DF 28-.9 30- 0 30- 0 30- 0 NO1-DF 28- 9.30.- O F4Force Information IrSpan (Ft.) FORCES WEB FORCES JOINT LOADS -60.5L W 1. -16.2LJ 1= 15.1E -44.71, W 2- 25.9L J 3c 14.2E C 6= 54.2E REACT= -40-OL J 6= 10.1E DESIGNED IN ACCORDANCE WITH TPI -85 AND NDS -86. Note - See Table 3 for Web Lateral Dracing Requirements P2= L-25 rL Truss is symmetric about CL SJ2 T Y )( U 4 SJ6 12 Y cli S SLDPE D X I -L C6 T _ P +6- J6 U 2X4 Dearing B PE` L unless noted in Table 2 SPAN L TWO SIDED DOCUMENT SEE REVERSE SIDE 'FOR E EIftgcEP.lf1 TH T1 >. IMPORTANT INFORMATION 7359 St.Louis C10 63177 0 1987, hydro -Air Engineering, Inc. Box DEC 22 i LU ;Z No. C•041595 OF a •11 UBC CODE, 2'-, 0", O.C. 6/12 SLOPE PTX+PTII PLATE: DOUG FIR VG6D:SR 16/14/(1/10= 40 Psr P 1.25 DESIGN LOAD .TOP LL= 20.0 PSF TOP DL= 20.0 PSF 'BOT LL= 0.0 PSF. BOT DL= 10.0 PSF* *5PSF REDUCTION TAKEN IN AXIAL STRESS ONLY DUR OF. LOAD INC 1.25 SPACING 24.0 IN 0/C NON-STANDARD LOAD JT LBS SECTION PSF NONE NONE J1 R 675.MMIN 3.50" .5 675. 3.50" m MBR LEN FORCE 1- 2 3.60 -2052 2- 3 3.49--1385 3- 4 3.48 -1386 4- 5 3.60 -2052 1 3 MBR LEN FORCE 5- 6 4.02 1747 6- 7 .3. 48 1747 7- 8 3.4B 1747 8- 1 4.02 1747 9 MBR FORCE MBR FORCE MBR FORCE LUMBER SOLUTION 2- B 37 2- 7 -457 4- 7 -457 3- 7 961 4- 6 37 TOP 2X4' OF -L F#1. BOT 2X4 DF -L f#1 WEB 2X4 DF -L ##3. PJ PROVIDE HORIZONTAL MOVEMENT AT SUPPORT 3 • 5X8 2 4 3X6 3X6 36 5X 10 7 m 2X4 f 8 o 13.00 0/A SPAN 15- 7- 0 (FT. -INCHES. 16THS) REC CMB= 0. 19" AT 7 X16. 00 . 3X 2X4 m v 6 0 3.001 SCALE= 0.375/1.0 HANDLING AND ERECTION Handling ano Erect -on are not the lesponsibuny of the designer DESIGN INFORMATION - Design meets with the talest revision of: National Design Soecl- n. rno nixie manufschrr r I Ircahon For Suets Grade Lumber and Its Faslemnys, of In Trusses ata to be handled with Da(lrCu41 Care outing banding National Forest Products Association: and Otarpn SDOGdrCa- androrbundling. 011wery and insla 11 abonlosvoiddamsge. tions lot light Metal Plate Connected Wood Trusses. of the Temporary and permanent bracing lot holding trusses ins Truss Ptale Institute l TPI). etralgnland plumb position• anis for resisting Istotal loices shall NOTE be 0e6i2n►d and installed by others. I.Conneclos plates shall be located on both laces of the truss -Careful handing is essential and election bracing is always w thnaaa glacially imbtOded and shall be symmelr -1111 about reawted. Normal precautionary, action lot trusses re0u"es the joint unless olherwise shown. such temporary bracing during installation between trusses 10 2•AII bracing and erection recommendations are to befollowed avoid toppling and dominorng, in accordance with bracing of wood Musses BWT 76 of TPI. -the supervnanolatectionolliussesshallbeuncles the control ].11 an Individual trussed unit reputret more than one truss. .of parsons 6xpelisnCed in she instaeuion of trusses. Plates• trusses shall be fabricated as a separate unit, then railed of "ones &Civics shall be sought if needed boned together as noted. "Concontraleon o1 construction Iotas 2116161 than the design 4•1he design assumes cornpresalon Chords )lop of bollom) ►re DATE 8/13/69 JOB ID VALI5S.J SHEET- OF' MATERIALS AND FABRICATION .... -Plates shall not be installed over knots. knolholes of dlSToitea grain Members shalt be Cut lot tight tilling woodtto wood ealong. •Plele centerlines and Iainl centerlines shall coincide except as .....-:..:... . •, ' ,' "• " " •— • r -._ . • . _ iUss 1 MS►CN olnerwise Shown. *Doubt tuns eS web members snail matt at the centeljrnes o1 chew uS unless olnawise sMwn. _ .. ^ , J `^ t , t' (+ e n `n C.S. [`• t( ,J ' (CIN IWI [iit<i`© t •All m .Ie hall age in accordance with the appl,cable seUan on I ; i e materials of the TPI DesrgnSpeciliceuons 411.Ln:mman SIAC2 1354" -Fastener sites shown are actual manulaclured sites and may lot 7j 1?5v3•d need to be increased in site certain handling andror erec• "on plocedurts' 1iT .i$ i 15): F•aiJ •Camber as shown on this drawing is that recommended tot _ _ ......... _. normal conditions at loading and labrrcalron. Camber may be 1ev:e ed al the option of the tabticalor of arch"eel. TC(D+L). 30.0 PSF DI I )e s i g niprlpatlon BC(D+L)= 10.0 PSF DWG SR67-03010-U<021LIOS6 TL(D+L)= 40.0 PSF SHT NO. 54 DATE 11/29/88 STRESS I.NC = 1.25 2 bMiaxilmlmChor Sp ns(Ft.-in.) LUMBER ='GRADE TOY CHORD D2X40ri CF2x6- 4 D .DOUGLAS FIRe 2%4 2X6 NO 2 29- 5 44- 0 30-10 40 NO 2.DENSE 31- 9 44- 0 34-11 444_ 0 NO :1 32-11 44- 0 x:36-..•.3 NO 1 DENSE 35- 0 ' 44- 0 "-40- '4' ' 44- 0 SEL STRU 34-11 44- 0 40- 4 94- 0 DEN SEL STRU 136- 4 44- 0 44- 0 44- 0. 165OF-1.5E MSR 33- 2 44- 0 35- 1 44- 0 1800F -1.6E MSR 34- 7 44- 0 38c 5 44- 0 1950F -1.7E MSR 35-11 44-.0 42- 4. 44- 0 210OF-1.8E'MSR 37- 1 44- 0 44- 0 44- 0 225OF-1.9E MSR 38- 3 44- 0 44- 0 44- 0 2400F-2.OE MSR 39- 2 44- 0 94- 0 44- 0 *REQUIRES 2X6 BEARING NREQUIRES 2X8 BEARING 3 web Requirements (Ft --in-) 49- 0 OQ pF ESSIO4 v! 0 . y L, = No. C-041595 F OF CAL1F 2 `` Type q Force Information Ir -Span (rt-) WEB.FORCES JOINT LOADS CHORD FORCES C 1= -141.4L W 1. -12.7L J l0 8.4L C 2--128.OL W 2= 18.0L J 2= 19.4L C 3. -89.4L W 3- -24.5L J 3= C 9= .. 106.7L W 4= 70.7L J 4- 9.4L C10= 130.5E J 9= 4.7E REACT= -40.OL J10= 5.1L DESIGNED IN ACCORDANCE WITH TPI -85 AND NDS -86 UDC 5 Plating Information JT. CHORD SIZE AT JT It NOTE LOXATION(YN) NO. 2X4 2X6 PLATE SIZE J-1 29- 2 22- 3 3 X 8 PTX A 0 3/4 0 5/0 40- 8 24- 4 3 X 10 PTX A 0 3/9 0 7/0 44_ 0 26-10 4 X 12 PTX AD 1 0/0 0 5/8 44- 0 5 X,12 PTX AD 4 7/8 0 1/2 J-2 39- 2 44- 0 1 X 4 PTX 5 X 5 PTX 5 1 1/2 SJ -2 39- 2 g 8 PTX 8. 2 1/2 44- 0 8 . X 4 PTX 4 J-3 32- 1 32- 1 3 X 4 PTX 4 39- 2. 44- 0 4 J-4 29- 7 29- 7 4 X 4 PTX 4 1 7/0 q X 5 PTX' 4 2 1/2 39- 1 39- 1 6 PTX 4 2 7/8 39- 2 43- 9 4 X 4 3 1/e 44- 0 4 X 6 PTX 2 1/8 J-9 31- 7 31- 7 5 X 10 PTX 10 q 1/0 36-10 36-10 7 X 10 PTH' 10 44- 0 44- 0 7 X 12 1/2 PTH 12 1/2 4 1/0, X 4 PTX 3 J10 35- 8 35-.8 3 X 5 PTX 3 43- 8 43-.8* 3 X 4 PTX 4 44- 0 44- 0 4 5 X 10 PTH 10 1 3/4 SJ10 37- 3 5 X• 12 1/2 PTH 12 1/2 1 3/4 44 0 - g 7. 3/4 44- 0 8 X 6 PTX CHORD SPLICE OPTIONS C-2 39- 2- 42- 7 3 X 4 PTX 44- 0 4 X 4 PTX C-9 29-30 34- 1 4 X 4 PTX 37-11 34- 3 3 X 7 1/2 PTH 44- 0 44- 0 4 X 7 1/2 PTH NOTES: D. REQVIRPECIES FIEDX 6 is FOR BOTTOM CHORD RD GROSS PLATE RATZNG(PSI) FOR PTX-186(DF) GROSS PLATE RATING(PSI) FOR PTH-,144(DF) Note _ Web Table st3beo2X6eNo . 2eral for Bracing lespansequlrements .Truss is Symmetric L-25 P9•L-625 about CL P2• 6 T J2 P 4 ± 6- T 9 Pi. 1_2S G _ 6 Mg wy S SLOPE C9 CID y Y / Q SLOPE P '6- T12 y - 8 "- L -2S P9• Sys 2X4 Bearing plp, _. S unless noted - in Table 2 SPRN - L r/J3L.L FSEEREVERSE DED DOCUMENT HYDRO" AIR SIDE FOR ENGINEERINGNT INFORMATION n 0 1987, Hydro -Air Engineering, Inc. Box 7359 St.Louis Mo 63177 D E C 2 ?'19R9 1035 UDC CODE 2,_ 0' O.C. 6/12 -3/12 PTX+PTI( PLATES DOUG PSR VGGMSR 16/14/0/10- 40 rsF a 1.25 UNBRACED .. BRACED 2X4 WEBS W1,W3 W2 W4 W1, W3 0 W2 44- W4 0 STD -DF 44- 0 44- 0 44- 94- 0 44- 0 CON -DF 44- 0 44- 0 44- 0 44- 0 NO2-DF 44- 0 44- 0 49_ 0 44- 0 N01 -DF 44- 0 44- 0 WEBS 0 12X6 No2-DF 44- 49- 0 OQ pF ESSIO4 v! 0 . y L, = No. C-041595 F OF CAL1F 2 `` Type q Force Information Ir -Span (rt-) WEB.FORCES JOINT LOADS CHORD FORCES C 1= -141.4L W 1. -12.7L J l0 8.4L C 2--128.OL W 2= 18.0L J 2= 19.4L C 3. -89.4L W 3- -24.5L J 3= C 9= .. 106.7L W 4= 70.7L J 4- 9.4L C10= 130.5E J 9= 4.7E REACT= -40.OL J10= 5.1L DESIGNED IN ACCORDANCE WITH TPI -85 AND NDS -86 UDC 5 Plating Information JT. CHORD SIZE AT JT It NOTE LOXATION(YN) NO. 2X4 2X6 PLATE SIZE J-1 29- 2 22- 3 3 X 8 PTX A 0 3/4 0 5/0 40- 8 24- 4 3 X 10 PTX A 0 3/9 0 7/0 44_ 0 26-10 4 X 12 PTX AD 1 0/0 0 5/8 44- 0 5 X,12 PTX AD 4 7/8 0 1/2 J-2 39- 2 44- 0 1 X 4 PTX 5 X 5 PTX 5 1 1/2 SJ -2 39- 2 g 8 PTX 8. 2 1/2 44- 0 8 . X 4 PTX 4 J-3 32- 1 32- 1 3 X 4 PTX 4 39- 2. 44- 0 4 J-4 29- 7 29- 7 4 X 4 PTX 4 1 7/0 q X 5 PTX' 4 2 1/2 39- 1 39- 1 6 PTX 4 2 7/8 39- 2 43- 9 4 X 4 3 1/e 44- 0 4 X 6 PTX 2 1/8 J-9 31- 7 31- 7 5 X 10 PTX 10 q 1/0 36-10 36-10 7 X 10 PTH' 10 44- 0 44- 0 7 X 12 1/2 PTH 12 1/2 4 1/0, X 4 PTX 3 J10 35- 8 35-.8 3 X 5 PTX 3 43- 8 43-.8* 3 X 4 PTX 4 44- 0 44- 0 4 5 X 10 PTH 10 1 3/4 SJ10 37- 3 5 X• 12 1/2 PTH 12 1/2 1 3/4 44 0 - g 7. 3/4 44- 0 8 X 6 PTX CHORD SPLICE OPTIONS C-2 39- 2- 42- 7 3 X 4 PTX 44- 0 4 X 4 PTX C-9 29-30 34- 1 4 X 4 PTX 37-11 34- 3 3 X 7 1/2 PTH 44- 0 44- 0 4 X 7 1/2 PTH NOTES: D. REQVIRPECIES FIEDX 6 is FOR BOTTOM CHORD RD GROSS PLATE RATZNG(PSI) FOR PTX-186(DF) GROSS PLATE RATING(PSI) FOR PTH-,144(DF) Note _ Web Table st3beo2X6eNo . 2eral for Bracing lespansequlrements .Truss is Symmetric L-25 P9•L-625 about CL P2• 6 T J2 P 4 ± 6- T 9 Pi. 1_2S G _ 6 Mg wy S SLOPE C9 CID y Y / Q SLOPE P '6- T12 y - 8 "- L -2S P9• Sys 2X4 Bearing plp, _. S unless noted - in Table 2 SPRN - L r/J3L.L FSEEREVERSE DED DOCUMENT HYDRO" AIR SIDE FOR ENGINEERINGNT INFORMATION n 0 1987, Hydro -Air Engineering, Inc. Box 7359 St.Louis Mo 63177 D E C 2 ?'19R9 1035 UDC CODE 2,_ 0' O.C. 6/12 -3/12 PTX+PTI( PLATES DOUG PSR VGGMSR 16/14/0/10- 40 rsF a 1.25 UBC TC(D+L)= 30.0 PSF 5 Plating Information 1 Design Information DC(D+L)= 10.0 PSF __1•__ 40.0 PSF JT. CHORD SIZE AT JT pLnTE SIZE NOTE LOCATION(IN) DWG SR87-03010-U<02H085B8 STRESS)INC ".1.25 NO. 2X4 2X6 0 1/2 SLIT NO. S1 DATE 11/29/ X 6 PTX A 1 1/4 J-1 26- 5 21-10 3 p 3/4 0 5/8 (Ft. -in.) 31— 6 24— 1 3 X 8 PTX A M—arXiTmlm Chord Spans qp_ 0 26— 4 3 X 10 PTX A 0 3/4 0 1/4 2 X 6 YTX A 2 5/8 0 1/4 28— 1 4 0 0/0 .TOY `CHORD 4HOTTOM=CHORD 37— 5 6 X 8 PTX AB 4 1/2 LUMBER ',GRADE 2X4 - 2X6 ;`:2X4. 2X6 90_ 0 5 X 10 PTX A 7 7/e 0 7/8 =DOUGLAS FIRa 3 NO 2 25— 3 37-10 '32_..2.40— 0 X' S PTX 2 NO 2 DENSE 26-11 ,.,.40— 0 ,36-_.4..,40— 0 J-2 30— 0 30— 0 3 1 3/4 4 r':Z7— '9 40— 0 F°:3'7—s8 qp_. 0 32— 1 qp_ 0 4 X 4 PTX NO `l. 29- 1 40— 0 40— 0 40— 0 1 1/2 NO 1 DENSE 90_ p 40— 0 5 X 5 PTX 5 SEL STRU 28-10 40— 0 SJ -2 28— 9 6 2 1/2 30— 0 40— 0 40— 0 40— 0 32— 1 6 X 6, PTY. 8 2 1/2 DEN SEL STRU 40— 0 8 X 8 PTX 165OF-1.5E MSR 27-10 40— 0 36— 5 40— 0 1 7/e X 4 FTX 4 1BOOF-1.6E MSR' 28-10 40- 0 39- 9 90- .0 J-3 30- 6 30- 6 4' X 5 PTX 5 1 3/4 1950F -1.7E MSR 29-10 40- 0 40- 0 40- 0 32- .1 39- 6 4 X 6 PTX 6 1 1/2 2100F -1.8E MSR 30— 7 40— 0 40— 0 40— 40— 0 4 40— 0 40— 0 40— 0 10 2 1/8 2250F -1.9E MSR 31— 5 40— 0 40— 0 40— 0 X 10 FTX 2 1/8 240OF-2.OE MSA 32— 1 J-7 27-11 27-11 5 PTH 10 -REQUIRES 2X6 BEARING gREQUIRES 2X8 HEARING 31— 7 31— 7. 5 X 10 PTH 10 4 1/8 32— 7 32— 7 7 X lOX 10 PTX 10 3 1/8 3 Web Requirements (Ft.—in.) 90— 0 8 BRACED J-8 40—'0 40— 0 1 X 4 PTY. UNWZACEDW3 472 473 1 1/2 W1 X 6 PTX 6 SJ -8 28-11 5' 1 1/2 2X4 WEBS W1 q'p_ 0 40— 0 5 7. 8 PTX 8 STD—DF 40— 0' 31— 3 33— 0 PTH 10 1 1/2 40— 0 31— 3 40— 0 40— 0 40— 0 5 X 10 B 2 1/2 CON—DF 40_ 0 40— 0 40_ 0 8 X 8 PTX NO2—DF 40— 0 32— 3 40_ 0 40— 0 NO1—DF 40— 0.33- 0 2X6 WEBS q0— 0 40— 0 .CHORD SPLICE OPTIONS X 4 PTX NO2—DF C-2 32—.1 40— 0 3 C-7 26— 4 30— 2 4 X 4 FTX Ir$ (Ft.) 33_ 7 30— 3 3 X 7 1/2 PTH Q Force Information 40_ p 4 X 7 1/2 PTH JOINT LOADS 39- 2 PTH CHORD FORCES WEB FORCES J 1= 10.8L 40-'0 30- 3 3 X lOX 5 PTX C 1a -130.7L W 1- 5.OL 37- 0 5 p 2= -37.OL J 2a 15.1E q0- 0 6 X 6 PTX C 2= -89.4L J 3n 13.9E C 70 120.6L W 3= 66.2L J 7= 4.7L NOTES: A. SPAN SPECIFIED IS FOR BOTTOM CHORD C B= 120.6E B. REQUIRES 2X 6 TOP CHORD REACT= -40.01' J'8= S.1L GROSS PLATE RATING(PSI) FOR T+TX= DESIGNED IN ACCORDANCE WITH TP, AND NDS -86 GROSS PLATE RATING(PSI) FOR PTH-144(DF) DEC 2X. - See Table 3 for Web Lateral' Bracing Requirements Q\&Of Essig yq Note• _ Web 3 must be 2X6 No. 2 for all spans `,* LJJ '7 Truss is r)s 4C,Q -" • ( tric e out CL x T 0 Size 4 _ X,-\ pi x T m e ' x T' SLOPE ►z 12 42 x f C 1 v `v 7 C 5 J s T x OF CAI. e . C8 P v +6 SLOPE T _2 2 P2 -P7 -L' Type 8'35 2X4 Bearing B •' P1 -PB- u S Unless noted SPAN - L L--• ' ' •""'' in Table 2 n //L 2_ 0" O.C. ,7.J `" ` •UDC CODE p 6/12 —3/12 PTX+PTH PLATES TWO SIDED DOCUMENT HYDR10- QI VGLMSR DOUG FIR SEE REVERSE SIDE FOR ENGINEERING Tn ti 16/14/0/10= 40 PSF P 1.25 IMPORTANT INFORMATION Inc. Box 7359 St.Louis MO 63177 0 1907, Hydro—Air Engineering, p*,n`x o^pr p^w "n '1% ^ '- -' - '`' \/50 ---'/0-s"----- »'-" 9 - ^---------91-4 -- -7^ o- 9 811 R 10 ^ r^ s" 111-30 ^' o^ // s" 7' o"5.1" p 7/ o /^ s" 130 Oil \o v UL> 5*L.L any pitch (see chart) o ' e^ r/r a" _-_-*;, _ an _ --/'_- " ' — ----6^' -e" s^- ir.a"- _ s v" - -n e' h^ s'v" 9/s" r/2" +/o" 5 »" 6nl- 5' /" ' s o" « All ^/ 2"____5' RAFTER 5/ »" CEILING see chart for maximum. Spans an RAFTER /^'a^---/»-o"-'--brp"--------- SLnPE<u : 12 SI.OPE>=a:12 JOIST respective lumber grades `' ^----7 \L:oo OF 911) LOAn ;j.0P--F 19 . 0 P S F 20.CPSF 7 .0P5F. 14.nPSF 19.OPSF 5.OPSF (not required if top chord supported) " 7 o" 7 o" `tj 22 HF Q \ n /~ ^ /xo^ 61.n/ plates sized for handling only and may be 7" S1,7E rPLOE 'E e ^ - ,\o" replaced with an y equal fastener /- - 6' /° '--v'/i"----s^ 6"---------r/-s"---- 5 It . ^ '- -' - '`' \/50 ---'/0-s"----- »'-" 9 - ^---------91-4 -- -7^ o- 9 811 R 10 ^ r^ s" 111-30 ^' o^ // s" 7' o"5.1" p 7/ o /^ s" 130 Oil \o v o ' e^ r/r a" _-_-*;, _ an _ --/'_- " ' — ----6^' -e" s^- ir.a"- _ s v" - -n e' h^ s'v" 9/s" r/2" +/o" 5 »" 6nl- 5' /" ' s o" « All ^/ 2"____5' *" 5/ »" \ so-- /^'a^---/»-o"-'--brp"--------- '" `' ^----7 \L:oo /' 7 o" E, O" 9 " 7 o" 7 o" `tj 22 HF Q \ n /~ ^ /xo^ 61.n/ 7" r/ e ^ - ,\o" /- - 6' /° '--v'/i"----s^ 6"---------r/-s"---- *"---si "- mo 5'1»" 5/ s^ «^11" ' 60 s" s' o" 5"', 3" ,^ ^ o 5' o^ / ]" «/x " o/ s" v" -__ 5 f /- 3" . .a / ' 5' - o^- o/' " --- *' a"----- --'- ",--- s / o" o 6 " So or .o x'oo y^ a" e" - ^ '-- // ' " __.x1 ;^ -' '-\ . ' ^' 1 So 2v | /o" -- ^ l -a -------5/ se" la ^--'x »" ` " or i./ >2 5o B^ ^" I1 5" Io^ o" >« o" \;)/ n" xis "/ o .5 ,es v' v ^ o o " »^ " o x" y *" ' u u^ xnou -' ) ,v / ' v' o^--- o/ " - -' o^' "--'---- io^-o "---p/ o" o o" 'b S» Hp \,s 14-10 12^^ o^^ 1 i o" xo"^ 6"" *'n"" r"" x1 m , eoo »' o^ / o^ y711 lit On ^6 "" "F - .o 10 1 1 -1 s \»'a" - ` o^ y6 -'----- 12 -- -1i1 ^ o xoie^" 2'6 t;3 HF \ 575 v' " ^"r7 o r 9^ ^ 6' 511 9 Bit 9 811 R 10 16 1 15 1 0 Oil 0 It 15 211 130 Oil H & h ~ . . k160 C -' _-.el ej ^,' 2X6 RIDGE _ ROOF -MING 2-! 16d j 2X4 BRACES @ " STAGGERED GIRDER TRUSS S AL\IDARD TRUSS @ 24" O' c. SECTION B LUMBER: STA' NDARD A'ND BETTER D.F. ROOF LIVE LOAD= 20'p.s.f. t t DEAD = 15 p.s.f. V o*d Truss Council of C.mz;ica HOUSTON LUMBER CO.IND O CA . U.S.C.STANO;, ) 2=-t7 _. _ J SECT. 2S.17ad329 • NER-275 1 I I 1 t Y IVVI t _O oY I• ; I t t l° l l' 1 i 1 i t _ _ t TL`.!S'ci FnCOUCT i INSPECTION, INC. tI J. t 1 GABLE STD TRUSS II I;iII I IF I . 1 .I I I t- -- i, 112X6 RIDGE }.I; , tlji'I _ III III `, I / ► _,,► I , 2X4 R.R. @ 24. O.C. I I I 11 I' 2X4 R.R. —A ROOF SiMATHING. - _ .— l _ _ _ -_ - • - Ell (V/ 2X6 RIDGE . ' X a BP,ACfS ' @ . . 48" O. C.T2dPX. 2X: CO i. PL.'1RUSSES @ 24" O.C. SECTlla*\i A TRUSS DI'JISION THE A.C. HOUSTON LUMBER Co. Inr.io, (,a:I:J:-: i2 92201/:513) 3t7-_ a-5s 0: ' . C) C-) > c Ln t Co o z • '-1 V1 Y• R rl n L, 1 p V :.i o r. EXT ENDED JACK TOP CHORDS SLI: I IUIN A•A EXTENDED JACK TOP CHORD I P.00F JACK A4 NJ 12 M1 II v STD. TRUSSES HIP TRUSSES SECTION B -B C POOFJACKS PLAN s TYPICAL HIP FRAMING DETAILS ;. , ,.•-..-.. THE Ake; H05TON.LUMUR C. 4• L'Idio ohyorra 82201/(610) .L 97 ; SHAPED BLOCK CP.OSS BLOCK. HIP RAFTER C PLAN SHAPED BLOCK CROSSELOCK N r SECTION C.0 LL ALTERNATE FRAMING U WH ERE HIP o a RAF f=RS DO NOT MEET AT COMMON TRUSS c O 0 V7 O HIP FRAMING SYSTEM PLAN s TYPICAL HIP FRAMING DETAILS ;. , ,.•-..-.. THE Ake; H05TON.LUMUR C. 4• L'Idio ohyorra 82201/(610) .L 97 ; Design 6 Production: Mark Palmer Design; 619-346-0772 T H E C I T 'Y O F AL La pinta 1982- 1992 Ten Carat Decade, June 16, 1992 Teaford Construction 77-610 California Palm Desert, -CA 92260 Gentlemen: It has come to the attention of the City of La Quinta Department of Building and Safety that your building permits #09186 for a block wall, #9438 for a swimming pool and #09217 for a single family dwelling located at 52-385 Madero has expired. According to the Uniform Building Code, Section 3O3(d), no .further work.shall be performed on the above permitted job -site until"a new permit has been issued or an extension granted. Sfiould you wish an extension of this permit you must request, in writing, for an extension within 14 -days of„the date of this letter. Once a permit has expired a new permit must be obtained prior to any further work inspections to take The fees for or place. a new permit would be'as listed in Section 3O3(d).• ” We appreciate -'your immediate attention to this matter. Sincerely, BUILDING AND SAFETY DEPARTMENT " = Tom Hartung f Director. of Building and S ety let e ,.,. e .f•6 ., , + 1 }art J e ' ." a .! 6' y . ;L e City of La Quinta Post Office Bok. 1504."♦ 78-1'05 Ca11e.Estado ' La Quinta, California 92253 ' Phone (61"9) 564-2246, Fax` (619)`564 5617',. Design 6 Production: Mark Palmer Design; 619-346-0772 ". 1-4 No. r P.O. BOX 1504 9438 , Building 2-385 A'lAHEt O 78-105 CALLE ESTADO Address LA QUINTA, CALIFORNIA 92253 Owner RORERT TEAFORD , 1900 MCCALLUM '; Y. POOL Mailing BUILDING:- TYPE CONST. OCC: GRP. ' . Address • 1900FiCCALL3iM ` A.P. Number CityZip Tel. 4 POOL i - PALM SPRINGS 92262 320-4473 Legal Description Contractor . Project Description POOL tEAPOAD CONSTRUCTION : Address • .w' SAME r City,_ Zip • Tel.` . SAME - State Lic. City & Classif.,' 2 77942 Lic. # 18241 . Arch.; Engr.,4 ;Designer BACKER ENC. Address -.. Tel. 490 'S... FARIkELL P.S. 323-7720 ' City Zip State Pt,S 52262 tic. # 43863 LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 37000) of Division 3 of the Business and.Professions Code, and my license Is in -full force and effect. S SIGNATURE - DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractors License Law for the following.. reason: (Sec.. 7031.5,Susiness and. Professions Code: Any city or. county which the, a,. permit • to -construct, alter, improve, demolish, or repair any structure, prior to its Issuance also • requires, the applicant for such permit tofile a signed statement that he is licensed pursuant to e,4Provisions,of the Contractor's License-Law,.Chapter 9 (commencing with Section 7000) of ' Divisloh 3; of the Business and Professions Cade, or that. he is exempt therefrom, and the basis, J :fdr—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). " ; ` , ` . • t 1{O 1 as owner of the property, or my employees with wages -as their -sole compensation, will.", ,':,,do -the work, and the structure is not intended or offered for sale. (Sec: 7044, Buisness and ,;%Professions Code:,The Contractor's License Law does not'apply to an owner of property who •^' builds' or improves thereon and who does such work himself or through his -own employees, provided that' -such improvements. are 'not intended or offered for sale. If, -however, the building or improvement is sold within one year of completion, the owner -builder. will have the burden of proving that he did not build or improve for the purpose of sale.) ':i ❑,1, as owner of Ahe property,' am exclusively contracting. with licensed contractors to con- - strucl 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'arn exempt under Sec. B. & •P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereb affirm that 1 have a certificate of'consent to self -insure, or a certificate of Worker's 6J' Lr su , or a certi ie` «nay Y hereaf Se'q 3a00, Labor Code.) Policy No. Company `* D 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 person In any manner sous to become subject to the Workers' Compensation - - of California Date' ` ' Owner ,'NOTICE TO APPLICANT: H, after making this Certificateof 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 1130 days. I certify that I have read this application and state that the aboveinformation is correct. I agree to comply with ail 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 Sq. Ft... No. No: D ' Size - Stories units! ` New ❑• 'Add ❑ Alter ❑ Repair ❑'' ''IDemolition ❑ Estimated Valuation. $8.000.00 - 4 ' PERMIT j ,:'AMOUNT ,,Plan Chk. Dep.- ep:Plan PlanChk. Bal., ': ;r '> ,•16435 Const.' Mech:.. Electrical. 4 5- O Plumbing i r, l.., iju S.M.I. 3. i,5 b _ Grading .'Driveway Enc. • .x+ '; Infrastructure - If .13 7, r a 'i sus TOTAL REMARKS r ZONE: BY: Minimum Setback Distances: ; Front Setback from Center. Line - Rear Setback.from.Rear Prop. Line `+ Side Street Setback from Center Line Side Setback from Property Line • FINAL DATE INSPECTOR " Issued by: Date Permit • . f ' Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL. SQ. FT. ® $ 2ND FL SQ. FT. ® POR. SQ. FT. ® GAR. SQ. FT. ® CAR P. 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 ROUGH PLUMB. FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER DUCT WORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED GAS (ROUGH) LAUNDRY TRAY AIR HANDLING UNIT CFM HEATING (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 SHOWER BOILER. B.T.U. SQ. FT. ® c BATH TUB BOND BEAM SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 1% c SEWAGE DISPOSAL LUMBER GR. SQ.FT.GAR ® V4c HOUSE SEWER FRAMING FINAL INSP. Q ( GAS PIPING PERMIT FEE PER FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PLCK.FEE CONST. FEE JELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL 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 APPJEQUIP. 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. Q ( ROOFING / Q ! [[[ REMARKS: VENTILATION FIRE ZONE ROOFING — FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION. CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESRNITIALS GARDEN WALL FINAL - _ .c {' ter., '. ,` i I' "" •/1 .t;:. '- '^ • Al > P.O. BOX 1504 N o . 09186. Building '78-105 CALLE ESTADO ;Address 52-385 Madero _ LA QUINTA, CALIFORNIA 92253 4 `Owner Teaford Construction Address,, City Palm Desert Contractor Address BUILDING: TYPE CONST. • OCC. GRP. 'A 1 i fnrn is A.P. Number WT . `l 4fi t3 o 4) Zip Tel. _ s . _. • 92250 7i2_I000' Legal Description Project Description ' -` • _ 11der 290 is ea,f 5 Block Wall 'v'Ly State Lia City j & Classif. 7 Lic. # Sq. Ft. No No. Dw: _ Size .. Stories -. • Units Arch.,'Engr.;` " ' Designer New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ ' Address Tel `•- — "' .. - • City Zip State v t Lic. # t • 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. a •. _SIGNATURE DATE _ ,.7" •+'•"'" t OWNER -BUILDER DECLARATION •' I IEstimated Valuation ' I hereby affirm that I am exempt from the Contractor's License Law for the following .•. reason: (Sec. 7031.5,Business and Professions Coder 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 statementthat he is licensed pursuant to • .PERMIT AMOUNT' - the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000). of Division 3 o/ the Business and Professions Code, or that. he is exempt therefrom, and the basis for the Any Section 7031.5 'any Plan Chk. Dep. - alleged exemption. violation of by applicant /or a permit subjects the applicant to a civil penalty of not more than five hundred dollars (8500). - Plan Chk. Bal. , t.0 I, as owner of the property, or my employees with wages as their sole compensation, will. t. ;. do the work, and the structure is not intended.or offered for sale. (Sec. 7044, Buisness and . Const. . Professions Code: -The Contractor's-License.Law does not apply, to an owner o/ property who _ fl - - r ,,builds or improves -thereon and who does such work himself or through his own employees, Mech. '.' - , w ,. • ti:: ;,..provided that:such improvements are not intended or.offered for sale. -if, however, the building _ r.improvement is soldwithin one•year of completion, the owner -builder will have the burden Electrical • ` :o/ proving that he did not build or Improve for the purpose o/ sale.) •''0..1, as owner of the property, am exclusively contracting with licensed contractors to con- Plumbing' struct the project. (Sec. 7044, Business and, Professions. Code: The Contractor's' License Law does not apply to anowner of property who'builds or.improves thereon, andwho contracts ./or' • such projects with a contractors) licensed pursuant to the Contractor's License Law.) + -• _ Grading - O I am exempt under Sec. ' B. 8 P.C. for this reason • - Driveway Enc. ' Date ' OwnerV! f i' • t,' > r Infrastructure ,WORKERS' COMPENSATION DECLARATION _ I hereby affirm that I have a-certificateof consent to self -insure, or a.certificate of Worker's Compensation Insurance, or a certified copy thereof: (Sec. 3800,'Labor Code.) - PolicyNo.Com pan ❑ Copy is filed with the city. . ❑ Certified copy is hereby furnished. TOTAL - .90. 499 CERTIFICATE OF EXEMPTION FROM - • - REMARKS :5 - • WORKERS' COMPENSATION INSURANCE (This section need not - be completed if the permit is for one hundred dollars (8100) valuation ' or less.) . certify that in the performance of thg work for which this permit is•issued; I shall not.. { ''•iM. • employ any person in any manner so' as to become subject to the.Workers' Compensation Laws California` of .. Date Owner i NOTICE TO APPLICANT: 1/, after making this Certificate of 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. - - ;t - - - - Minimum Setback Distances:- • Front Setback from.Center Line Rear Setback frOrrm Rear Prop: Line • _ CONSTRUCTION LENDING AGENCY Side Street Setback.from Center Line Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 309.7, Civil code.) _ •., - Side Setback from Property Line Lender's Name Lender's Address ' This is a building permit when properly filled out, signed and validated, and is subject to FINAL DATE • 'INSPECTOR 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. Issued by; Date Permit 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-. - k mentioned property for inspection purposes. Validated by: Signature of applicant Date' " • Mailing,Address Validation: City, State, Zip :.r .-.J 7p .,> .ry, L'•..apf .1 ..- Ea[.i-Srxr j ... : y ,,q".5` '1,c-uiSYi 'k X t-..ir .C='.. -, ':: y •v' r E.S •. C'2 ' :-zi' :•i' ,., k :. `i. 3 t F'1. rn _ -- i :t . . 'y .,. ,V •':r.y F.--, •zf. ',i.. _ ` t .,.+ _- . _ • .4 ;i .!t1 ,. =i ;» _ .. Ye:t` •••.Y'Yti. ;i' 'r.,. e v !¢u y :;?'• •• r r. aiG. •..; 4 ••`V_.; "tf ppi: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL. SO. FT. ® $ 2ND FL. SQ. FT. ® POR. SQ. FT. ® GAR. SO. FT. ® CARP. SQ. FT. WALL SO. FT. ® SQ 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 COLL. AREA FLOOR DRAIN MECHANICAL FEES ROUGH PLUMB. WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER FORMS GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED ROUGH WIRING LAUNDRYTRAY AIR HANDLING UNIT CFM DUCT WORK 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. SQ. FT. ® c BATH TUB SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/a c SEWAGE DISPOSAL WATER HEATER SQ.FT.GAR ® 3/4c HOUSE SEWER FINAL INSP. 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 UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EQUIP. 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