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09293, 354412, 359939 (SFD)T4tyl QUW(V P.O. BOX 1504 No. 09293 Building 78-105 CALLE ESTADO Address 51-885 Eisenhower LA QUINTA, CALIFORNIA 92253 ua v L 1'1111 C1 Mailing Address P. 0. Box 722 BUILDING: TYPE CONST. A.P. Number OCC. GRP. City lZip Tel. La Quinta 92253 Legal Description Project Description T.n+ 8 R1 n/ -1c 1 16 SFD Contractor David Miller Address same City Zip Tela State Lic. City & Classif. B 425381 Lic. # Sq. Ft. 1240 Size No. No. Dw. Stories Units Arch., Engr., Designer New ❑ Add O Alter ❑ Repair ❑ Demolition O Address Tel. Permit does not include block walls or pool City Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION I her affirmtat I am licensed under provisions of Chapter 9 (commencin with Section 7000) IsioRf t Business an Professiops Code, and my license is i full f rce and eNect. ? SIGNAT REn E OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following Estimated Valuation reason: (Sec. 7031.5, Business 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 fife a signed statement that he Is licensed pursuant to the provisions or 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 or not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or offered for sale. (Sec. 7044, Bulsness and 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. ff, however, the building or Improvement is sold within one year or completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) PERMIT AMOUNT Plan Chk. Dep. 250.00 ' Plan Chk. Bal. Const.Professions Mech. Electrical Plumbing ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to corn 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 am exempt under Sec. B. & P.C. for this reason S.M.I. Grading Driveway Enc. 20-00 Date Owner Infrastructure 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. 3900, Labor Code.) PbIIcY Company Copy is filed with the city. ❑ Certified copy is hereby furnished. TOTAL 2838.15 2588.15 REMARKS CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be ompletod If t e permit Is for one hundred dollars ($100) v`aluat or less.) I certify that in the orm ce of t g r which this permitt is i sued, I shall not employ any person in an anne Ods o e subjec to the WDtkers' Compensation Laws 9WUfornia. '0"aOwner NOT/ APPLICANT: ff, after makln is Certificate of Exemption you should become sub/ect to - the Workers' Compensation pro 'Ions of the Labor code, you must forthwith comply with such provisions or this permit shall be erred revoked. ZONE: Minimum Setback Distances: BY: 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 FINAL DATE Issued by: Validated by: INSPECTOR Date Permit 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 Address Validation: City, State, Zip �. FINANCE CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ UNITS COLL. AREA SLAB GRADE ROUGH PLUMB. YARD SPKLR SYSTEM 2ND FL. SO. FT. HEATING (ROUGH) STORAGE TANK POR. SO. FT. ® MOBILEHOME SVC. BAR SINK GAR. SO. FT. ® POWER OUTLET ROOF DRAINS FOUND. REINF. GAS (ROUGH) j DRAINAGE PIPING CAR P. SO. FT. ® HEATING (FINAL) OTHER APPJEOUIP. WALL SO. FT. ® GAS (FINAL) 1 DRINKING FOUNTAIN SO FT ® I URINAL ESTIMATED CONSTRUCTION VALUATION $ WATER HEATER WAIER PIPING NOTE: Not to be used as property tax valuation FINAL INSP. FLOOR DRAIN MECHANICAL FEES WATER SYSTEM WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED FINAL INSP. LAUNDRY TRAY AIR HANDLING UNIT CFM 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. SO. FT. RESID ® 11/. c SEWAGE DISPOSAL GAR. FIREWALL SO.FT.GAR ® 3/ic HOUSE SEWER LATH INGC0t&1A1 7—f/ 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 GOND. SOLAR SETBACK 3/_2 l OUND PLUMBIN / UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS saW PTI / ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE 6 9� GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR. FINAL INSP. s /y • 9/ FRAMING' g/ Aw FINAL INSP. q� ROOFING � 2 / [ f//fp < /��i �n P S REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATH INGC0t&1A1 7—f/ MESH f Q/ INSULATIONISOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL Building Address Owner Address P. Q. Box 722 City Zip La Quints 92253 Contractor Address State Lic. & Classif. Arch., Engr., Designer Address ' u P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 No. 09293 .f BUILDING: TYPE CONST: OCC. GRP.- A.P. Number Tel. Legal Description + e Project Description SF Tel. City Lic. # Sq. Ft. 1240 No. No. Dw. Size Stories Units Tel. City I Zip I State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3'p{1 th@ Business and Professions Code, and my license is in full force and effect. f, f ri ,.,, ter- % ] ii • SIGNATURE X iY -•-�' '� �..�� '�=.� �' 4,r' t'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 rile a signed statement that he is licensed pursuant to I• the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of t 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 (3500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec: 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and' who does such work himself or through his own employees; provided that such improvements are not intended or offered for sale. if, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company gleopy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed i! the permit Is for one hundred dollars ($100),v tion or less.) :I certify that in the performance of the work for which this permit is issued, I shall of employ any person in any manner spas to become subject to the Workers' Compens on Laws of California. Date !2 { ' Owner a It NOTICE, TQ APPLICANT. If, afteJ m l - (h) rtiffica e f Exemption you should become subject to the Workers' Compensation pr4qvisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the . work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line \t .. FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: T Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. q Plan Chk. Bal. 7 Const: p A Mech. in Electrical Plumbing 1.2 AA S.M.I. �+ Grading 21*411 13 o Driveway Enc. 20 01) Infrastructure ' N, W4 AA'Ai1i OW ph-giIRAQ. TOTAL 7AIA _ 1 2SAA _ Is REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line \t .. FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: T DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated (619) 347-8631 Date 3/18/91 Type of Permit I La Quinta No. 110473 Permit # Owner Name David Miller Log # No. 51-885 street Eisenhower city La Quinta zip 92253 study Area 111 APN # I = Tract # I Lot # Square Footage 1240 Type of Development Single Family Residence No. of units 0 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square 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 facility fees imposed pursuant to Government Code 53080 in the amount of Fl.5871 X 1 40 or $ 1,959.20 have been paid to D.S.0 S.D. 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 David Ross Miller Telephone % Name on the check By Richard M. Beck Director, Facilities Planning & Development a 4exaltt Fee collected /exempted by Marcia Ewart�k ;;P Payme.it Race ed Signature /L%�j{ (',(� �,(,�L "� -;'NES 2096 Collector: Attach a copy of county or city plan check application form to;,dictricv%wpy-for a11-s4nivers. Ac Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy .- cou.nting ,. 'i , MAR 18 '91 12:58 TO 5645617 FROM 'v DESERT CITIES ESCROW, INC. 72-990 Ii Paseo, its Palm Desert, CA 92260 (M) 346-0122 FAX (619) 346-6793 To: FIDELITY NATIONAL TITLE CO. 7300 MAGNOLIA AVENUE Date: March 8, 1991 - Title Officer: Stacy stuvacR Order No. 109957 Our Escrow No. 3654-L Ve enclose the following: Deed from T.P.M. Holdings to David Ross Miller Preliminary Change of Ownership Form to Accompany Grant Deed; Quitclaim Deed executed by the Spouse of David Ross Miller; T-017 P.02 Demand as faxed to this office which YOU ARE AUTHORIZED AND DIRECTED TO PAY ON DATE OF CLOSE OF ESCROW. WE SHALL ARRANGE FOR A WIRE TRANSFER OF FUNDS TO YOU FOR PAYOFF OF THIS DEMAND. UPON FURTHER AUTHORIZATION you will record all instruments without collection when you can issue said form of Policy showing Title Vested in: DAVID ROSS MILLER, A MARRIED MAN AS HIS SOLE AND SEPARATE PROPERTY .0 ON DATE OF RECORDATION YOU ARE TO PAY ALL DELINQUENT TAXES AND SUPPLEMENTAL TAXES, AND THE 2ND INSTALLMENT OF 1990/91 COUNTY TAXES AND BILL THIS OFFICE FOR SAME. (X) DO NOT RECORD UNTIL YOU RECEIVE FURTHER INSTRUCTIONS FROM THIS OFFICE. DESERT CITIES ESCROW, INC. 72-990 E1 Paseo, Suite #5 Palm Desert, CA 92260, By: Linda C. Ellis, Certified Escrow Officer Escrow No. 3654-L MAR 18 191 12:58 TO 5645617 FROM T-017 P.03 AND WHEN RECORDED MAIL THI$ DEEb AND, UNLESS OTHER WISE SHOWN BELOW, MAIL TAX STATEMENTS YOi NAMEF7Mr. David Ross Miller ADORess 53-430 Avenida Carranza CITY s SYAYc La Quanta, Ca 92253 7,1P 1 Title Order No. 109957 FScrow No, 3654-L -iI SPACE ABOVE THIS LINE FOR RECORDER'$ USE Corporation 6'rant Deed The undersil:ned declares that the. docinimitary transfer tax i, *.�...................... and is in computed on life full vahlc of the intra-rst or property conveyed, or is ❑ computed on.the full .vatue less the value of liens or encumbrances remaining thereon at the time of sale. The land, tenements or realty is located it% 0 unincorporated area ❑ city of ............................................. .....,........... ....-...,.................... .I.I........ and MR A VALUABLE CONS IDERATIO\', receipt of which is hereby acknowledged, T.P.M. HOLDINGS, INC., - a corporation organized under the laces of the State of Nevada hereby GRANT(S) to DAVID ROSS MILLER, a married man as his sole and separate property the following described real property in the Unir_oorporated Area of La Quanta Cou►tty of. Riverside , %tate of California.- LOT alifornia: LOT 8 IN BLOCK 116 OF SANTA CARMELITA AT VALE LAQUINTA, UNIT 12 AS PER MAP RECORDED IN BOOK 18, PAGES 79 AND 80 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, Dated February 27, 1991 STATE OF CALIFORNIA T. P Mr.- , a N.- BY; eBY, STAT'$UP CA nv UFOp) �._.... _.._.�—.__ .. (Titre) County of Riverside ) ss. On this 6th —A r-. - �� 4ay or March (Ackn owtedgement) MMM� .xiy or "'t �n , in the year 19 9 x , before me, . a Notary Public in and for the said County and State, residing therein, duly commissioned and sworn, personally appeared Cynthia L. Bri.seno personally known to me (or proved to me on the basis of satifactory evidence to be the person(s); Csi (0 INDIVIDUAL) Whose name is subscribed to this instrument, and acknowledged that he (she or they) executed it. . L, (J CORPORATION) Who executed the within instrument as V1.Ce president and secretary, on behalf of the corporation then; named, and acknowledged to me �+ that such corporation executed the within instrumentpursuant to its articles and by-laws and a resolution of its Roard of Directors. V (CJ PAMERSHIP) That executed the within instrument on behalf of the partnership, L.t and acknowledged to me that the partnership executed it. IN WffN SS WHEREOF, I have hereunto set my hand and affixed my official seal in and for said County and State, a the da d year first above written. Notary Public in and said County and State of California LT0200 My commission expires: AG,M MAR 18 191 12:59 TO 5645617 FROM T-017 P.04 AND WHEN RECORDEDMAIL THIS DELtb AND, UNLESS OTHER, WISt SHOWN BELOW, MAIL TAX STATEMENTS TO! NANK FM, David Ross Miller ADDRESS 53-430 Avenida Carranxa CSTA,� La Quint:a, Ca 92253 ZIP, L Title Order No. 109957 tscrow No. 3654-L M SPACE ABOVE THIS LINE FOR RECORDER'S USE Corporation Grant Teed The undersigned dr viarc-� that the docurnrnlary triensfer tax is t*..� and is ] computed on the full valuc of the interest or property conveyed, or is ❑ computed on the full valuc lcas lbe vuluc of liens or encuntlhrances remaining thereon at the time of sale. The land, tenements or realty is located ill ($j unincorporated area ❑ city of ........................ ............................................................................. , and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, T.P.M. HOLDINGS, INC., a corporation organized under the laws of the State of Nevada hereby GRANTS) to . DAVID ROSS MILLER, a married man as his sole and separate property the following described real property in the Unincorporated .Area of La Quinta County of Riverside . Mate of California: LOT 8 IN BLOCK 116 OF SANTA CARMELITA AT VALE LAQUINTA, UNIT 12 AS PER 'MAP RECORDED IN BOOL{ 18, PAGES 79 AND 80 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY. Dated February 27, 1991 ""I"W""TE OF CALIFORNIA SS. NTY OF is the , ,_— _._.- day of__ _-__............. 19 ___ e me, the undersigned, a Notary Public In and for said County and , personally appeared _ ,nally known to me or proved to me on the basis of satisfactory Estes � Oaxus�razi� rt (Ti tla) (Titin) nce to be the . President, and _- .....—_..._.... personally known to me or • d tome on the basis of satisfactory evidence to be __s itary of the Corporation that execu!ed the within Instrument, per• ly known to me or proved to me on the basis of satisfactory roe to be the persons who executed the within Instrument on I of the corporation therein named. and acknowledged to me that :orporation executed the within instrument pursuant to its by-laws isolution of its board of directors. Signature of Notary Extended Page 4.1 FOR NOTARY SEAL OR STAMP 'i'.1X. STATENIENIN TO PARTY SHOWN ON FOLf OWING LINE; 1F Nf? PARTY tiO SHOWN. MAIL AS DIRECTI:U ABOVE -- -- i �+ tilrrrl Ailtln'45 city ?j1.11t' t\Illnr• 0114186) 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 fran plant material listed, .this office must be notified imnedia Lely . lbank you for protecting and preserving the Coachella Valley's pest -free envirorunent. - r Agricultural Con ssioI Office ce: Indio and Riverside Office OFFICE OF '• AGRICULTURAL COMMISSIONER AND WEIGHTS & MEASURES CALVIN C. KAMIIJSKAS JAMES O. WALLACE 4080 LEMON SIRFEF, ROOM 19 /bvhfrnd CoromhO or,r nprlculluPat Commhtlono' RIVERSIDE, CAI-IFORNIA 92501 CLEMFNI BENVENISIE greclor OI WelphU A - Soolor (714) 787-2561 83-612 Ave..45, Suite 7 'Indio, CA 92201 % °� ( 619) 342-8291 ��, j�n� 07301 9 1 D11IE CASE NO. ) /+ J DEVELOPER'S NN1G: i ADDRESS: 1 v ZELEP( IOM- (6 101) 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 fran plant material listed, .this office must be notified imnedia Lely . lbank you for protecting and preserving the Coachella Valley's pest -free envirorunent. - r Agricultural Con ssioI Office ce: Indio and Riverside Office a�a, alQ�t CO E W U) CD 5 t3 W fn U Z _0 r) W (n 'rF .i`� Yw•-,y.r,:q.m ., . -�"'. .., .,.y, .. ,.�7.wji�-• , r:..- .„.rt” . n...:�r ... .�-,jr+ .vi�.� `- COUNTY OF RIVERSIDE DEPARTMENT OF HEALTHAssemom Ptf*M NM 1'7 ENVIRONMENTAL SERVICES DIVISION 73 — I7 V — 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 speculations as Indicated on the attached check 118L A non-refundable filing fee (see below) is required when the application Is submitted. Check must be made payable to the County of �{JQFLirerside. !A'Oproyal':of this application shall remain valid for a period not to exceed one year from date of approval. Er; _40 VERIFY ITEMS IA SECTIONA FROM BUILDING & SAFETY APPLICATION BUILDING DEPARTMENT APPLICATION LOG # �`� 74�pntractor, ContaoYPeisoN ROg S K \\ i 2 Phone Address & Firm -Ste+*.. Owner Phone Mailing Address R- W ti (41a 9 Z City Q%k:..sr State (R Zip Job P rty Address Ilt-, legal Description Prop. (PM, Tract, Lot) 1 b %A i 2. S r uT b 11_ 1 iI- 1-L— Lot Size'et r g y �� Use of Permit P/P, CU, etc�4q a) Other ` t (/of IV X. /� ff 4 o ell ng Date Signature of Applicant CATEGORY: REV CODE FEE CATEGORY: REV CODE FEE SUBSURFACE DISPOSAL 12389 0�SITE EVALUATION UPON REQUEST 7349 $ 43.00 > ❑ MULTIPLE PARCELS WITHIN SAME (NO PLOT PLAN) LAND DMSION ❑ SEWER/SEPTIC VERIFICATION 7348 $ 17.00 a. 1 at 4 Parcels (Each) 1238 $ 57.00 (Less than 1 year) b. Each Parcel after 4 7344 $ 24.00 ❑ PRELIMINARY ELECTIVE 7352 $ 23.00 ❑ Rereview (2nd review same parcel) 7344 $ 24.00 EVALUATION (Attach DOH SAN 53) ❑ Site Evaluation in Conjunction with ❑ HOLDING TANK 7351 $ 47.00 Critical Area 7348 $111.00 ❑ ALTERNATIVE/EXPERIMENTAL 7345 $222.00 ❑ Site Evaluation Lot Less than SYSTEM 10,000 Sq. Ft. 7347 $ 87.00 INIT AL DATE a ON � Holding Tank Agreements Completed 11Yes Q f'� 03 Certification of Existing S.D. System Required ❑ Yes s WOCB Clearance required. (Attach Form ❑ Yes No DOH SAN 007, Santa Ane Region Only) Soils Percolation Report Required. ❑ Yes Special Feasibility Boring Report Required. ❑ YestJ S Detailed Contour Plot Plans Required (1 to 5 R interval) ❑ Yes Other ❑ Yes®'� / Staff Specialist Lot Inspection Required ❑ Yes Lot Inspection Date Soils boring report by Project 8 Data Soils Map Page SOA Type Approved by ��A�'s� Date No. of Systema Type of S em(s) No. Dwelling Units (t) (1) Septi; Tank Soil Rate ng Tank ❑ Existing New ❑ Replacement Bedrooms, Axh"-Wn1 / G Inlcp �Q/ierh, rvy�X+ �� (• �'Q ((IKpech tine Sq. Ft trench arae Skkrvali allowance install Line(s) fL long i< wide with Teach Bed eq. K ry• rock/ per runningK :'N"4A min. i lines or f of �� r Laechlines/bed special design for slope: ica (3) Pit Diameter/ No. Pits PR Below Inlet (BI lUTv (TD) Seepage, 21 Depth Max. AI lois Depth N/A Overburden factor No. 2 System d V IA'•• REMARKS: This application isPROVED/D , for the category checked in SECTION B above, regarding the design of a subsurface disposal system as indicated on the accompaniedp t-ptan, using the uirements set forth in SECTION C above. A buildin rmit is necessary for the installation of the above designed system. JW construction is permitted in t9es required resery expa ion area. 1 Septic tank and sewer lines must be 50' minimum from any wells (� fly^ r ( Leach lines must be 100' minimum from any wells, including expansion res 3) Seepage pits must be 150' minimum fromany wells, incluuddingt expa jss raa7r /Q�, �sye�. a-l'tajd Signature of Health Official— Date RECEIPT NO.Issued By Dated DISTRICT: ❑ Riverside, 12010' i8 ❑ Hemet O Perris ❑ Rancho Calif. ❑ Blythe DOH -SAN -122 (Rev. 3/90) DISTRIBUTION: WHITE - Office file YELLOW - Applicant PINK - Bldg. Dept GOLDENROD - Plans/Records �I 1 TITLE 24 RESORT FOR: Single Family Residence ►_a Quinta, California PROJECT DESIGNER: OWNER: Pacific Trades Construction REQ?ORT Y R :PARED BY: Ja nn Conlon Custom Aire S.O. Box 2751 Palm Desert, Ca. 92261 6.19 341 9533 Job Number Date: 3/18/1991 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 Nonr"'esibential Occupancies_;. Second Generation Residential Occupancies shown to cort"ly with,this program conform to the results produced by the Public, Domain Point System, developed by the California Energy Commission. This program developed by Gabel Dodd Associates (.415) 428-••0803. Table Of Contents for Title 24 Report ---------------~------~------~---~--- Cover Page ............ -,.^................. �^~^^~~-^=.,°_.~~~�`..,,. 1 Table of Contents ,.,.,,,...-..,.,,,........,,,`.,...-.,--� ,,.,~...,, 2 ` � Form CF -IR Certificate of Compliance: Residential ,,.~.....,,,,,,.,.. 3 Form #F-lR Mandatory Measures Cheohliat; Residential ,,.,,,,-.,.,..,, 6 Form P -2R � Point System Summary ..,,...,...,,.,.,..,,..,........,,.,.. 8 � Form CF -3 Construction Assemblies ,..,.,,..,.,,...,,.,..,.,,,..,,.... g Fdrm WS -IR Points Thermal Mass Worksheet ............................ 14 Form WS -2A Interpolation Worksheet ..,,,,,...,..,.,,.,,,,,.,,....,,,, 15 Form S Shading Coefficient (3C) Worksheet .,...,,.,.........,..,,.... 18 Qomestic Hot Water Worksheet ........ ;......... ...................... 17 HVAC Zone 6 Space Loads Summary ............ .............. ... ........ 18 Nutioe; Responsibility For Sizing Calculations ,',......,,,.,.,..,.., 21 11 CERTIFICATE OF COMPLIANCE: Residential (part l of 3) CF -1R page 3 of Zl ^ ' --~-~--------------------~----------~-----'--~~-------~----~---~-----~---~- Project: Single Family Residence COMPLY 24 v 3.10 Designer; Building permit No . ` Location: palm Desert Date: 3/18/1991 Checked By . . Documentation: Jann Conlon Custom Aire | Date (User # 1860) -----------°-----------~~-~------------~-----------~-------~~-~~~~-----~--- PR0JECT ADDRESS Job #; La Ouinta, California GENERAL INFORMATION Compliance Method: Point System Climate Zone: 15 Total Conditioned Floor Area; 1248 sqft Building Occupancy: Single Fam Det Front Entry Orientation; East Number of Dwelling Units: l Floor Construction Type; Slab Infiltration Control: Standard BUILDING SHELL INSULATION Component Area R-11 Wall vv/1" Thermax 1149 R-38 Roof/Gyp Ceiling 1249 Exposed Slab 998 Carpeted Slab 250 U -Value Location/Comments ------- ------------- 7 ----------------------- 0,G554 Whole House 6,02?0 Whole House 0,9080 Whole House /lnsul= R-0.8' 8,7200 Whole House /Insul= R-Q.G THERMAL MASS Thick ` Mass Material Area (in) Type Location/Description ---~-~--~~-~---~----- -~~~ ----- ~------ ----------~~-~-~--------~~--~- Conorete, Heavyweight 1240 4,808 Covered Whole House /Int Mass Tile in Mortar 250 1.000 Exposed Whole House /Int Mass CERTIFICATE OF COMPLIANCE: Residential (part 2 of 3) CF -1R page 4 of 21 . ----------~---------------------~------------~4-----~-~~-~~---------~~-~--~ Project; Single Family Residence | COMPLY 24 v 3.10 / Designer; | Building Permit No / Location: Palm Desert DKe: 3/18/1991 | Checked By Documentation: Jann Conlon Custom Aire Date (User # 1860) ----------------------------------------- ------------------------------------ GLAZING Glass w/lnt Location Orient Area Type U -Val SC Shade Description ----~---~ -~-~~- ----- -~---- ----- ~---~ ---~- ------------------------ Whole -~------~-~-~---~.--~~Whole House East 32.0 Double 0.65 South 16.8 Double 0.55 West 81.8 Double 0.65 SHADING (for Glazing above) Location Exterior Device --------- ---~~~---~--~~--~--~-~-- Whole House 50 % Bug Screen 50 % Bug Screen 50 % Bug Screen 0.88 0.88 Double/No Int Shades 0.88 0.88 Double/No Int Shades 8.88 0.88 Double/No Int Shades. Over SC hang ~~~~ ~~~~ 0.811 2.8 0.84 2.0 0.84 2.0 Framing Type -~----------------~~-~- Metal w/o Mullions Metal w/o Mullions Metal w/o Mullion� CERTlFlCATE OF COMPLIANCE. lllesidenLial (part 3 of 3) CF -1R page 5 of 21 � ~-~~---------------~----~~---------------~--------~---~------------~^~-~--~ Project: Single Family Residence | COMPLY 24 v 3,10 Designer: | Building Permit No Location- Palm Desert Date: 3/18/1991 | Checked By Documentation: Jann Conlon Custom Aire | Date (User # 1860) .... .... ... �� HVAC SYSTEMS Minimum Output 04.Act Duct Manufaoturer/Model No, System Type Efficiency (Btuh) Looation RVal (or approved equal) -1 .. ---------~ ------ ---------------- ---~ -----~~~--~.... ------~---~ Heat Pump 6.500 HSPF 34200 Vent. Attic Space 6.9 Janitrol CP36 HeaL Pump 9,000 S[EA 34299 Vent, Attic Space JaniLrol CP36 Zone Furnace Max: 1,3 x [ 30415 Btuh + (19 x 1240 sqft)] = 55668 Btuh Cooling Exception: _�CFM Cooling (see Load Cmlos) requires 0tuh - H0T WATER 3YsTBMs Tank Manufacturer/Model No, # of Energy R,12 System Type Volume (nr approved aqual) Sys Credits Blanket Gas Fired 50,0 Std Gas 50 gal or less l 0 Y SPECIAL F[�TURES/RBMAJRKS (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 deaign responsibility and the building owner, who shall retain m copy of it and transmit the certificate to any subsequent purchaser, of the buildiny. When thia Cert. ificate of Complianoe is submitted for a single buildin0 plan to be built in multiple orientations, all building oonservation features which vary are indicated in the Special Features/Remarks section. DESIGNER iioense No: 5igned: (Date) DOCUMENTATION AUTHOR Jann Conlon Custom Aire P.O. Box 2751. Palm Desert, Ca. 92261 619 341 9533 BUILDING OWNER Pacific Trades Construction Signed: ENFORCEMENT AGENCY Name; Agency: Telephone;________ Sig*od Signed: J/V (Date) MANDATORY MEASURES CHECKLIST (part l of 2) MF -1R page 6 of 21 � ------------~-----~-~-~---~----~~~---------~---.... .... ---~.... .... ----.... .... -----------~-- Des igner: Location: Palm Desert Date: 3/18/1991 Building Permit No Chec�,ed By Dooumentat ion: Jann Conlon Custom Aire | Date (User # 1860) -----------.... .... .... ------------_-----------~-~------~--------.... .... .... .... .... .... .... .... -.... .... .... -.... -.... .... ~.... 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, 63UILDIN6 ENVELOPE MEASURES o Sec' 2-5352(a): Minimum ceiling insulation R-lQ weighted average. " o Seo. 2-5352(b)- Loose fill insulation manufacturers labeled R~Valtie. m* Seo. 2-5352(o): Minimum wall insVlation in framed walls R- 11. weighted average (does not apply to exterior mass walls). " o Sec, 2~6352(k); Slab edge insulation ~ water absorption rate no greater than 0,3�,;,, water vapor transmission rata no greater than 3,0 perm/inch. o Seo. 2-5311; Insulation spec ified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form, o Seo. 2-5352(f): Vapor barriers mandatory in Climate Zones 1,4 and 16 only. o Sec. 2-5317: Infiltratiun/[xfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b, Doorsand windows certified. c. Doors and windows weatherstrippod; all joints. and penatrations caulked and sealed. o See. 2-5552(e); Special infiltration barrier installed to comply with Seo. 2 535 meets -CEC quality standards. o Sec. 2-5352(d); Installation of Fireplaces l. Masonry and 'factory built fireplaces have.. a. Tight fitting, closeable metal or glass door- b. oorb, Outside air 1nta�<-_ with damper and control o. Flue damper and control 2- No continuous burning gas pilots allowed. Enforcement MANDATORY MEASURI.S CHECKLIST (part 2 of 2) MF IR page 7 of 21 Project: Single Family Residence COMPLY 24 v 3.16 Designer: Location: Palm Desert Dater: 3/18/1991 Building Permit No Checked By Documentation: Jann Conlon Custom Aire Date (User i} 1366 ) HVAC AND PLUMBING SYSTf:M MEASURES o Sec. 2 5352(g) and 2 5363: Space conditioning equipment izi.ng: attach calculations. a Sec. 2-5352(h) and 2.5315: Setback thermostat on all ,applicable heatirig systems. o Sec. 2••5316(a): Ducts constructed, installed and insulated per Chapter 16, 1976 UMC. * o Sec. 2 531.6(b): Exhaust syste fw—:-; have damper controls. o Sec. 2-5314(c) :. Gas fired space heating equipment has intermittent ignition device:. o Sec. 2 5314: HVAC equipment, water heaters, sshow•aerheads and faucets certified by the CEC. o Src. 2 5352(i) : Water heater" insulation blan4cet (R..,.12 or greater-) for storage & backup tanks for solar water heating :�y:stem.�o firs t. 5 feet of pipes closest to tangy: insulated (R 3 or greater) . o Seca. 2--5312 (Except ion I) : Pipe insulation can steam and ste-ar,a condensate return & r-ecircUlatir,g piping. o Sec. 2 5318(4): Swimming ;pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plates on heater. c. Plumbed to allow for :-polar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Dir'ectiona.l wy';,>,,te'r inlet. LIG;-4TING AND APPLIANCE MEASURES o Sec. 2-.5352(j): Lighting 25 lumens/watt or greater for general lighting i n kitchens and bathroom. . o Sec. 2--5.314(c). Ga . "Fired appliances equipped with intermittent ignition d,-:�vices. o Sec. 2-...5314(a): ;efrigeratcar>s>, refricerat.or-,freeaers,, frcaet ers .and f luoresce.nt lamp tial lasts certi f ied by the CLC. Indicate maE,:.e and model nuflibcrr. Enfarcement POINTS SYSTEM SUMMARY: CLIMATE ZONE 15 P -2R page 8 of 21 Pro j ec.: t : Single Family Residence COMPLY 24 w 3.10 Designer; Building Permit No Location: ' balm Desert {date: 3/18/1991 Checked By Documentation: Jana Conlon Custom Aire {date (User # 1360) BUILDING DATA Conditioned Floor- Area 1240 sgft. Occu6anc:y Type Single Fam Det SCORE CARD Measure 1. Roof Insulation, 0.0290 2. Wall Insulation 0.0554 .3. Raised Floor Insulation 0.0000 3a. Controlled Vent Crawlspace 0.0 A. Slab Edge Insulation 0.8100 Number of Stories 1 (U -Value) (U-VaIue) (U -Value) (R -Value) ..,.> (f2 factor)_:; 5. Infiltration Standard ,..1 0.7 6. Glass heat Loss -12 0.65 10.4es 7. Shade ripen Area % Glass Sc OH a. North 0.0 0.0 x, 0.00 U. East 32.6 2.6 x 0.74 x 0.90.= c. South 16.0 1.3 x 0.74 x 0.87 = d. West 81.0 6.5 x 0.7.4 x 0.38 e. Skylight: 0.0 0.0 x. 0.00 - 8. Shade Closed Area Glass Sc OH .':. North 0.0 0.0 x 6.00 b. East 32.0 2.6 x 0.74 x 0.32 = c:. South 16.6 1.3 x 0.74 x 0.68 A. Wriest 81.0 6.5 x 0.74 x 0.82 e. Skylight 0.6 0.0 x 0.00:1 9. Interior Thermal Mass 2.1.6 10. Erter•ior Wall Mass 0.00 11. Heating System 6.500 HSPF x 0.84 Duct: Ef f Zonal Control: No 12. Cooling System 9.000 SEER x 0.83 Duct E.ff -- 13. Water Heating (see O4.4Wd Worksheet) Points 0 2 Sum 1-6 8 Eff I 0.0 0 1.7 0 0.8 0 W.3 1 0.0 0 E f f 5 0.0 1 1.6 ,..1 0.7 3 4.0 -12 0.0 0 -1 0 5:44 Ef f 44SPF 0 7.44 4:_f f SEER 5 •= 0 Point Total: 4 C0N5TAUCTI0N ASSEMBLY COMPLIANCE F0AM CF -3 page 9 of 21 � ---------~-~~-----------.... .... .... .... .... .... .... ... -~----~-~------------------------------~~-- Project: Single Family Residence | COMPLY 24 v 3,10 . . DO. Siyner: | Building Permit No Loc ation- Palm Desert' Date. 3/18/1993. | Checked By .. Dooumentcation; Jann Conlon Custom Aire | Date (User # 1868) ---.... .... ----~-----~-~-.... --~-.... .... .... ... ------.... ... -------------~---------.... ... ----~----~~--- Assembly Name- Wail w/l" Thermax Assembly Type: Wail Az,sembly Tilt. 90 deg (Vertical) Framing Peroentage; l5.8 PP; Framing Material; Softwood, Douglas Fir. -Larch Caloulation for Framing Adjustment Summer U. -Value 0.8505-x 0,85 + 0.08.1.4 x 0.3.6 = 8.0551 Winter U-yalue 0.0507 x 0,85 + 0.0820 x 0,15 = 0.0554 OVERALL VALUES ADJUSTED FOR FRAMING .... .... .... -.... ... ~----------------------.... - Sketch of Construction Assembly Absorptivity- 6,70 Aoughnes�: Stucco, Wood Shingles We1ght� 12.4 lb/sqft Heat Capacity: 2,91 R - Val ue 10.14 . 18.06 H -Value 8.0551 8.9554 ====== ====== Th R -Value Construction Components Fr (in) Summer Winter ~---~-------------~---------------------------------------------~----~----- Outside Air Film 0,26 8.l7 1, Stucco ' 8.875 0.17 8,17 2. Membrane, Vapor -..-Permeable Felt 0.010 8.06 8.06 3. Insuliation, Thermax SP -1 Foil Faced 1.Q08 7,20 7.20 .4. Insulation, Mineral Wool, A~ll ^ J.500 11,80 11,00 5. Gypsum or Plaster Board 9.500 0.45 0.45 G' 7. 8. 9. Inside Air Film .... ... .... .... ��.... .... .... .... .... �.... .... .... �.... .... .... ... .... .... ��... .... .... .... .... .... .... .... .... .... .... ..�� 0.68 0.68 Total 19.82 19.74 Framing Peroentage; l5.8 PP; Framing Material; Softwood, Douglas Fir. -Larch Caloulation for Framing Adjustment Summer U. -Value 0.8505-x 0,85 + 0.08.1.4 x 0.3.6 = 8.0551 Winter U-yalue 0.0507 x 0,85 + 0.0820 x 0,15 = 0.0554 OVERALL VALUES ADJUSTED FOR FRAMING .... .... .... -.... ... ~----------------------.... - Sketch of Construction Assembly Absorptivity- 6,70 Aoughnes�: Stucco, Wood Shingles We1ght� 12.4 lb/sqft Heat Capacity: 2,91 R - Val ue 10.14 . 18.06 H -Value 8.0551 8.9554 ====== ====== CONSTRWCTIONA5SBMBLY COMPLIANCE FORM CF -3 page 18 of 21 ---I -----------,------------------------------------------------------------- Pfojeot: Single Family Residence | COMPLY 24 v 3.10 - Designer: Location: Palm Desert Date: 3/18/1991 Building Permit No Checked By Documentation: Jann Conlon Custom Aire \ Date (User # 1860) ----~--~---~-----------------------------~-----------------------~-------~~ Assembly Name: R-38 Roof/Gyp Ceiling Assembly Type: Roof Assembly Tilt: 0 deg (Horizontal Roof) framing Percentage: 18,8 %, Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 8,0241 x 0.90 + 8^0674 x 8.10 = 0.8284 Winter A -Value 8,0246 x 8.90 + 8.0702 x 0,18 = 0,8290 OVERALL VALUES ADJUSTED FOR FRAMING -------~----------------------- Sketoh of Construction Assembly Absorptivity; 8.70 RouUhnesa: Concrete, Aaph, Shingles Weight; 9.9 lb/sqft Heat C i�� 2 S5 e� mpac y; , R -Value 35,15 34,43 U -Value 8.0284 8.0290 ====== ====== Th R-ValLie Construction Components Fr (in) Summer Winter --------------------------------------------------------- 0utstde Air Film -----~--~------~~~ 0.25 0.17 l. Roofing, Asbestos -Cement Shingles 8.250 0,21 0.23. Z, Plywood 0,500 0.63 0.63 3. Air Space 12,088 1.08 0.93 4, Insulation, Mineral Wool, R-38 ` 11.500 38.80 38,80 S. Gypsum or Plaster Board 8,500 0.45 0.45 6. 7, 8. g, Inside Air Film` ------~--------~---~.~------~~~~----~----~---~-~-~~~-~----~----~-~--~'-~--- 0.92 5.63. Total 41,46 48.87 framing Percentage: 18,8 %, Framing Material: Softwood, Douglas Fir -Larch Calculation for Framing Adjustment Summer U -Value 8,0241 x 0.90 + 8^0674 x 8.10 = 0.8284 Winter A -Value 8,0246 x 8.90 + 8.0702 x 0,18 = 0,8290 OVERALL VALUES ADJUSTED FOR FRAMING -------~----------------------- Sketoh of Construction Assembly Absorptivity; 8.70 RouUhnesa: Concrete, Aaph, Shingles Weight; 9.9 lb/sqft Heat C i�� 2 S5 e� mpac y; , R -Value 35,15 34,43 U -Value 8.0284 8.0290 ====== ====== ^ CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page ll of 21 ,--------,---------^----------------------------------,-,----,-~--,-------- Projeot: Single Fami}y'Residenoe | COMPLY 24 v 3.10 / Designer: ` | Building Permit No Location: Palm Desert Oaten 3/18/1991 CheoKmd By ' . . Documentation: Jann Conlon Custom Aire | Date (User # 1860) ----------~----------------------------------------------~----------~------ Asaembly Name; Carpeted Slab Assembly Type; Floor Assembly Tilt: 130 deg (Horizontal Floor) � Th A -Value Construction Components Fr (in) Summer Winter ---~--------------~--~-----------.-~--------------------------------------~ 0utside Air Film 0,25 8.17 l. Concrete, 148 Ib, Not Dried 3,500 0.28 6.28 2, Flooring, Carpet and Fibrous Pad 8,258 2.08 2.88 3^ 4. S. 6. 7. 8. 9. Inside Air Film ------------------------------------------------------_-,------,----------- � ` 0.61 0.92 Total 3.22 3.45 Framing Percentage: 0.0 � Framing Materiali NONE --------- r~~~~~~~~-~~~~~~~-�--~ Aketch of Construction Assembly OVERALL VALUES ADJJSTED F0A FRAMING - ' . R=Valuo 3.22 3,45 ^ U-Value0,31M 0,2099 ====== ====== Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Woightl 40.9 lb/sqft Heat Capacity: 9,01 ' CONSTRUCTION ASSEMBLY COMPLIANCE FOAM CF -3 page 12 of 21 ----~'-.... .... ... --~-----.... ... .... ~---... .... .... .... .... ~--.... .... .... ... .... .... .... -.... .... ----------.... .... .... .... ---~~~-~---.... .... .... ~... ~~ Project. Single-, Family Residence- | COMPLY 24 v 3,18 Designer: Location: Palm Desert Date; 3/18/19Ql Building Permit No Checked By Documentation: Jann Conlon Custom Aire | Date (User # 1860) ' -------~-----------~~-~~---------------~---------~-----~--~-~-------~--~~-- Assembly Name: Exposed Slab Assembly Type: Floor ' Assembly Tilt; 180 deg (Horizontal Floor) Fra -ming Percentage: a.0 25 Framing Material; NONE OVERALL VALUES ADJUSTED FOR FRAMING � Sketch of Construction Assembly Absorptivity: 0.79 Roughness: Conorete, Aaph. Shingles Weight: 40,9 l_b/sqft Heat Capacity: 9.00 A`Val ue 1.19 1.42 Q-Yalue 8,8403 0.7042 ===^== ====== ` Th A -Value Construction Components Fr (in) Summer Winter --~~~--------~----~----------~--~-~-~--.... .... ---~---------- Outside Air- Film .... ~~--_~--.`---- 0.25 ... .... .... -- 0,17 1. Concrete, 148 lb, Not Dried 3.500 0,28 0.28 2, Flooring, Asphalt, Lino, Vinyl or Rubber 0.010 0.85 0.06 5. .� . �. 7, 8. g, Inside Air Film ---~----------~~-~--.... .... .... ... --~~~~~------~-~.... -.... .... .... --~~------~~-~- 8,61 ... .... .... .... ----.... 0.92 ... --~~- Total 1.19 1.A.2 Fra -ming Percentage: a.0 25 Framing Material; NONE OVERALL VALUES ADJUSTED FOR FRAMING � Sketch of Construction Assembly Absorptivity: 0.79 Roughness: Conorete, Aaph. Shingles Weight: 40,9 l_b/sqft Heat Capacity: 9.00 A`Val ue 1.19 1.42 Q-Yalue 8,8403 0.7042 ===^== ====== CONSTRUCTION ASSEMBLY COMPLIANCE.' FORM CF -3 page 13 of 21 Project: Single Family Residence | COMPLY 24 v 3.10 Designer: Location: Palm Desert Date: 3/18/1091 Building Permit No Cheo)"ed By Documentation; Jann Conlon Custom Aire | Date (User # 1869). --~----~~-~----~-~----~----~-~---~---.... .... --~~--------.... .... -----.... .... ~~~~---~~----~- ` Assembly Name: nmuble/No Int Shades Assembly Type. Glazing Th R -Value Construction Components Fr (in) Summer Winter . ~-~--------------------~-~--------.... .... ... ----_-~----.... .... ---------------.... -.... -... ... ~--- Outside Air Film 0,25 0,17 1. CEC Double Glazing 0.500 0.69 9,69 2. ` 4. 5, 6. 7. 8. g, Inside Air Fi: Im 8.68 0.68 � ��.... ��.... �.... .. ,.... .... ...�� Framing Peroellitage; 9.0 Q5 Framing Material: NONE Sketch of of Construction Assembly " ' Winter Shading Coefficient- 8.88 Summer Shading Coefficient: 8.88 � Total 1,62 1,54 OVERALL VALUES ADJUSTED FOR FRAMING A -Value 1.62 1^54 - U-Yal41e 8.6179 ==~=== 0,6580 ====== THERMAL MASS WORKSHEET WS IR, page 1.4 of 21. Project: Single Family Residence COMPLY 24 v 3..3.0 1)es, i caner : Building Permit No Location. Palm. Desert Date: 3/18/1991 Checked By ry-- Documentation: Jann Conlon Custom Aire Dain (User 1860) IN'd'ERTOI? THERMAL MASS Interior Int er,ior- S ides Wall Mass Mass Mass Mass Material 'Fhick Exposed 1.) --Value- Arca ;=actor Capacity Concrete, Heavyweight 4.00 0 1240.0 r. 1.8 2256.8 `file in Mortar 1.00 1. 250.0 r. 1.7 =- 425.0 "TO T'AL. 2683..8 INTCRIOR MASS FACTOR 2681.8 IMC / 1.240 sqft - 2.16 M,-t.ss Iist.ed above with a Wdall U -Value denotes the :interior Mass Credit' for Exterior Mass Wd:alls, and are repeated below for Exterior Mains credit. 0 Sides Exposed indicates mass covered with surface material >= R-2. EX'rERIOR, MASS WALLS Exterior Exterior Sides Wal l l Mass MaMaces,, Mars Material 'Thick Exposed U VJa 1 ue Area Factor, Cap,:acity NONE INTERPOLATION, WEIGHTED AVERAGE & ADDITION WORKSHEET WS -2R page 15 of 21 . - ---------------------- --------- ----.---~----.~--------~-~-------~~---~-~- � - Project: Single Family Residence | COMPLY 24 v 3,18 Designer: - Location: Palm Desert Date: 3/18/1991 Building Permit No Checked By Documentation: Janh Conlon Custom Aire | Date (User # 1860) ---------------------~------------------------------~-----~--------~-~~~--- INT[AP0LATl0N Point Point Point Score Actual Value Score Score Value Value Point Item 1 rValue 1 2 l Z l Score ------- Roof ---~- 4 +( ~---~- 0,0290 --~-- - 8,02) --~-- x ( -4 - -~~-- 4) /( 9^84 - 0.02) = 0 Wall 6 +( 9.0564 ~ 0.94) x ( 1 - 6) /( 0.06 - 0,04) = 2 Slab Edge -1 +( 8.8100 - 8.80) x ( -3 - -1) 0.90 - 0.80) = -1 Glass Type 2 7 +(18.4632 ~10.80) x ( 6 - 7) /(11.0@ -10,00) = 7 E Shade open 0 +( 1.7297 - 1,88) x ( 0 ~ 8) /( 2.88 - 1,00) = 8 S Shade Open -1 +( 0.8324 - 0.80) x ( 0 - -l) /( 1.00 ~ 0.08) = -0 W Shade open l +( 4.2849 - 4.00) x ( l - 1) /( 5.80 ~ 4.00) = 1 E Shade Clod 1 +( 1,5792 - 1.80) x ( ~2 - 1) /( 2.00 - 1.88) = -1 S Shade Clsd 6 +( 8,6618 - 0.00) x ( Z - 6) /( 1.00 - 0,00) = 3 W Shade Clsd -7 +( 3,9973 - 3.08) n ( -12 - ~7) /('4,00 - 3,00) = -12 Int Masa -I +( 2,1627 - 2,08) x ( a - -1) /( 2,50 - 2.09) = -1 Heating 0 +( 5.4414. ~ 5.14) x ( 8 ~ 0) /( 5.50 ~ 6.14) = @ Cooling 0 +( 7.4443 - 7.80) x 12 - 8) /( 8.00 - 7,00) = 5 WEIGHTED AVERAGE POINTS ' Type 1 Type Z Type 3 Total Average Item ---~----- Points Area --~-~- ---- Points ------ Area -~~- Points ---~~- Area ~--- Area ~~--~ Points ~---~-- SI-IADIP443 COEFFICIENT (SC) WORKSHEET FORM S page 16 of 21 Project: Single Family Residence ; COMPLY 24 v 3.10 Designer: Location: Palm Desert Date: 3/18/1991 Building Permit No Checked By Documentation: Jann Conlon Custom Aire Date (User 44 1860) 13EI'dEI?AL 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 'Tyne: 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. 6.88 (SC #7) r, 0.88 (FMF #5) rx 6.77 SC Shade Open 10a.0.88 (SC #8) x 6.88 (FMF #5) 6.77 SC Shade Closed EXTERIOR SHADE Exterior Shade Type: 50 Bug Screen 11. SC Exterior Shade: 0.8.4 ( from Table G-11. or manufacturer' e.*. data) 12. F(0.84 (SC #11) x 0.25) ,. 0.75] x 6.77 (SC #9a) = 0.74 SC Shade Open .13. [ ( 6.84 (SC #11.) x 6.25) .4. 6.751 x 9.77 (SC #10a) = 0.74 SC Shade Closed OVERHANG FACTO:. Orientation Area East .32.6 South 16.0 Wes t 81.0 Ovrhng Dist G I a ; Pro -j Oepth Above Fie ight Ratio 2.0 / ( 0.1 +' 5.0) _ 0.39 2.0 / ( 0..1 + 5.0) 0.39 2.6 / ( 0.1 + 5.0) 0.39 O1.4 Factor. Shade Open 6.96 0.87 0.88 OH Factor Shade Clsd 0.82 0.68 0.62 E3HW WORKSHEET ONE: STORAGE TYPE GAS OR ELECTRIC page 17 of 21. Project: Single' Family Res. idc-,nce i COMPLY 24 v 3.10 Designer: Location: Palm Desert Date: 3/18/1.991 Building PeNrm i t No ChecKed By Documentation: Jann Conlon Custom Aire ; Date (User fl, 1803) A • EQUIPMENT DATA 1 Water heater type SG Enter SG or SE 2 Manufacturc-�r & 2 .3 Model r-rumber 1.8700 Std Ga.`..i 50 gal or less •4 Ignition device: GPGP, gas pilot or 110,+ ink. ignition device 5 Tank: volume 50.0 Total gallons, from C:Appliance Directory CEC 6 Recovery efficiency 76.0 Percent from CEC 'Appliance Dirrw°c:tory 7 Standby loss 3.1. Percent/hour. from CEC Appliance Directory 8 Rated input 55000 Btu/hr, from CEC Appliance Directory (I. kWh '= 3413 Btu) 9 Number of Heater's s 1 From building plans (total) 1.0 Insulation Jacket Y (Y/N) E'. •12 insulating jacket on the plan, H OPEIRv'TING DATA 1 Climate Zone 15 See Appendix D 2 Water heating budget 1.8700 KBtu/yr/unit, see Table 1 3 Tank scat temp. 14.9, 17', 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 Ad j Standby Losses 0.0205 See Table 2 or Appendix E3 3 No. dwelling units 1 From building plane (total) 9 Number of pumps 0 From building plans 10 F.,ump i ng energy 0.0 Watt hr /yr- pe.,r Pump, see Table 3 C WATER HEATING ENE R(.35Y CREDITS 1. Credit name See Table 5 2 Annual savi.ngt, T�B.Q 4.8tu/yr/dWEe11irrg unit., see Table 5 D CALCULATE: ANNUAL WATER HE:ATINr.i ENERGY (KBtu/yr ) 1 Recovery load 10539.4 -([85 x 8.25 x(140•••E34) x 365 x 0.001] C2 }Y. 83 2 Recovery energy 13867.6 D1. / A•6 .3 Standby loss energy 4839.6 •(24 -•• {(D2 r, 100-13)/(A8 x A9 x .365)]) x 8.25 x A5 x E•37 x 365 x (.1 4 k3 [36) x 0.081 x A9 4 Pumping energy 0.0 89 x 810 x 3.413 r. .3 x 0.001 Total energy 18707.2 GAS SYSTEMS: (D2 + D3 + D -A) / 88 ELECTRIC. { { (0 2 + 0 .3) x .3 ] + 04 88 6 Water heating budget comparison 7.2 KE3t+_r/yr/uni t 4_{2 D5 7 Water heating budge is 0 .0 Po i nts (06 / Floor Area) r, 2 x 88 HVAC ZONE HEATING 6 COOLING LOAD SUMMARY � page 18 of 21 , --~�'---------------------------~.-.-~----~-----~�~------~.~---~----~~-~~-~ Project: Single Family Residence ' | COMPLY 24 v 3,10 Designer: | Building Permit No / Location: Palm Desert Date: 3/18/1991 | Checked By / Documentation: Jann Conlon Custom Aire | Date (User # 1868) ------------------------------------~-~------~------------~---~--~-------~- HVAC ZONE DESCRIPTION HVAC Zone Name: Whole House Heating System Name: Janitrol CP36 Cooling System Name: Janitrol CP35 System Multiplier. l Heating Schedule: . Residential Heating Cooling Schedule: Residential Cooling Fan Schedule: Residential HVAC & Fabs Peak Load Method: COINCIDENT Relative Humidity: 58 � COOLING SPACES IN THIS ZONE PEAK HEATING PEAK SENSIBLE LATENT ------~--~--~------~~-- ---~ Whule Howse (Jan lZam) -----~- 29297 ---~ -~-~~-~- ---~-- (Aug 2pm) 18585 558 T0TAL SPACE LOAD -~----- 29207 -~------ ~----- 18585 558 Bypass Ventilation Air ( Q ofm) 0 ( 0 ofm) Q -8 Supply Duct Conduction 1465 929 Supply Duct Leakage 586 372 11 Supply Fan Heat Gain -1819 1819 EFFECTIVE SPACE LOAD ------- 29529 -------- 21706 569 Ventilation ( 8 ofm) Q ( 8 ofm) 0 -9 Return Air Lighting Gain S Return Duct Conduction 295 217 Return Duct Leakage 601 434 ll Return Fan Heat Gain -Q G TOTAL SYSTEM LOAD 30415 7- 22356581 ' 1,9 tons 8.0 tons SYSTEM PERFORMANCE 25278 2024 4879 AT DESIGN CONDITIONS 2.3 tons 0.4 tons RESIDENTIAL SPACE HEATING LOAD SUMMAAX page lQ of 21 ' ^ -...... .... -.... .... .... -... ~---.... .... ... ---.... .... .... -----.... -.... .... --------------------~-------------------.... - Project: Single Family Residence | COMPLY 24 v 3.10 / / Des igner: ' | Building Permit No / Location: Palm Desert Date: 3/18/1991 | Checked 8v Documentation: Jann Conlon Custom Aire | Date (User # 1860) ��.... .... ��,��.... .... .�� Space Name: Whole House Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 32 F Design Temperature Difference: ' 38 F Conduotion Area U -Value TD 8tu/hr ~-~-~~-----~---------~- R -Ll Wall w/l" T-)ermax -~~--- 1149.8 x' -~----- 0.0554 ---- x 38.0 --~~-~ = 2417 Double/Na It -it Shade.s 129.0 Y, 8.6580 x 38.0 = 3186 A-38 IFIoof/Gyp Ceiling 1240.0 n 0.0290 x 38,0 = 1368 Exposed Slab. Perim = 208,0 x ' 42 = 8390 Carpeted Slab Perim = 200.0 x 42 = 8300 ^ Infiltration: 1.08 x 0.010 x 1,240 sqft x 9.0 ft x 0,75 AC x 38.0 = 5725 TOTAL HOURLY HEAT. LOSS FOR SPACE 29297 SUPPLY AIA QUANTITY ' - - ~- --- - - - --------- Heat ing: 29297 Btu/hr / [1.18 ° (195 F Supply - 65 F TStat)] = . 666 cfm -.ESIDENTIAL SPACE COOLING LOAD SUMMARY page 20 of 21 - ~ ---------------------------~~.... .... .... -.... ... .... .... .... .... ---.... .... .... .... .... .... --~------------------~.... -... .... .... Project: Single Family Residence | COMPLY 24 v 3.10 Designer: � | Building Permit No / Location: Palm Desert Date: 3/18/1991 | Cheohed By Documentation: Jann Conlon Custom Aire | Date (User # 1860) ~---.... .... ------------------------.... .... ----~~--------------~.... -.... ... -----~--.... -.... .... ... ... ~-~- Space Name; Whole House Design Indoar Dry Bulb Temperature: 78 F Design Outdoor Summer Dry Bulb Temperature: 112 F Design Temperature Difference: 34 F Conduction Are, a U -Value D[T0 Btu/hr --~~----~-.... .... --------~-- R-l1 Wall w/l" Thermax ------ 1149,8 x ------- 0.0551 x ---- 27.6 = ------ 1748 Double/No Int Shuades 129,0 x 8.61.79 x 34.8 = 2719 R-38 Roof/Gyp Ceiling 1240.8 x 8.0284 x 48.0 = 1693 Infiltration; 1.90 x 0.018 x 1.240 sqft x 9.8 ft x 0.75 AC x 34,0 = 5122 Shaded Unshaded Solar Gain Orient . Area S8F Area S8F SC Btu/hr Double/Ho Int Shades �.... .... .... �� East [ �� 9,6 x 15 + 22.4 x 73] x 8,74 .... ... .... � = 1323 Double/No Int Shades South [ 16.0 x 15 + 8.Q x 32] x 0,74 = 178 Double/No Int Shades West [ 24.3 x 15 + 56.7 x 73] x 0,74 = 3348 Internal Gain 0p Frac. Area Heat Gain Conv, Btu/hr ----.... .... -.... ~-~.... .... ~---~---~- Light1ng -------- 1.00 ------ >11 1240,0 --------- x 0,209 x ----~ 3.413 = ------ 846 Equipment 1.80 x 1240.8 x 0,250 x 3,413 = 1050 Occupants 1.80 x 1240.0 x 225 / 508 = 558 TOTAL H0 ]�LY SENSIBLE HEAT GAIN FOR SPACE --.... .... .... - l8585 Latent Gain Op Frac. Area Heat Gain Cmnv. Btu/hr E quipment l.00 x 1240.0 x 0.800 x 3.413 = .... .... .... .... 0 Occupants 1.80 x 1240.8 x 225 / 508 = 568 ' TOTAL HOURLY LATENT HEAT GAIN FOP, SPACE ------ 558 SUPPLY AIA QUANTITY - ------------------ Cooling: 18585 Btu/hr / [1.08 " ( 78 F TStat - 55 F Supply)] = 748 ofm Custom Aire AIR CONDITIONING SHEET METAL P.O. BOX 2751 • 74-757 JONI DRIVE PALM DESERT, CALIFORNIA 92261 (619) 341-9533 COOLING. The building- sensible heat gain calculated in this report meet the criteria of Title 24 and may be used by the mechanical contractor in equipment selected. It NOTICE: RESPONSIBILITY FOR SIZING CALCULATIONS s' because the design conditions for the location are different.f !J K' from the test conditions used in the ratings. ='"= NOTICE SIZING CALCULATIONS The sizing calculations in. this document establish the upper limits of sizing based on the orientation for the dwelling unit. Actual design sizing of heating and cooling equipment is the responsibility of the design engineer or mechanical contractor. The limit on furnace. meeting the capacity limit can deliver, in the chosen product line.: y HEATING: GAS FURNACE. The building heat lose and the resulting maximum heating equipment output calculations in this report meet the criteria of Title 24. This maximum may be exceeded when the furnace in the selected product.• a` must be larger to meet the cooling load air flow requirements. ,. COOLING. The building- sensible heat gain calculated in this report meet the criteria of Title 24 and may be used by the mechanical contractor in equipment selected. '`?• may need to be higher than that stated in the calculations because the design conditions for the location are different.f from the test conditions used in the ratings. ='"= HEATING: HEAT PUMP.' The heat loss and the resulting maximum heating equipment output calculations in this report meet the criteria of Title '24.. This. information may be used by the mechanical contractor in equipment selection and. system design which also would consider the balance - point and cooling load of the dwelling unit. 121 kjr FOR GABLE ENDS UNDER i- -B-IN HEIGHT •4 N.ININUN GABLE STUD GRADE - 2x1 STANDARD GRADE MEN -FIR. liRACIOG FOB GJIBLS 00 191 BRACE " 16--0-o.c. OR AT CNTBBLIM6. ATTACH MIT" 'Cw Alii LNOM11 IM 1 1. JRAL t 4 { C-2. IPLATZ I l ��• a�im� �`a as ..�. Macon ' <y ll •..84 .. •✓"/r ....may � qr• FlU MO GAdid END - 6A7E •• 6/1/t1 f1EF DES BY SE o nJuoAao C-ix2_9 Tunical • CENTI BY VI CUTOUT FOR 4x2 OUTLOOKER CUTOUT I � J IX4 -auu-un. ATTACH OVE WITH 8d NAILS AT 9-o.c. 4x2 OUTLOOKER DETAILS OFF STUD •. ,y _.. 1. LOAD DURATION INCREASE zs �.,. CompuTrus Inc. SPACED 24' O.0 � LOADING 0 1 .s...•. r...., LL - DL ON TOP CHORD • 30 PSF L C OL ON BOTTOM CHORD • 10 PSF• • TOTAL LOAD - 40 PSF• i f -5 PSF REDUCTION TAKEN ON, 1 BOTTOM CHORD. AXIAL STRESS ONLY. 4. k REACTION 1283 - MAXIMUM TRUSS MEMBER FORCES t. 7.0 PEAK B B TI - -2955 BI - 2804 Wl - -612 (2x6) C -4x6.0 to 36'-8" 4.0" 2.0" T2 - -2545 B2 - 1838 V2 . 810 t.IT 0 ti (2x6) C -4x4.3 to 30'-0" 4.0" 2.0" 9.0 ID. Pi (2x4) C -4x4.3 to 34'-0" 4.0" 2.0" a I t. D ALTERNATE SPLICE (T2) 12. fl (2x6) C -4x4.3 to 36'-8" i&,n i 8' (2x4) C -2.4x4.3 to 34'-0" a a SPLICE D 12 (2x6) C-50.1 to 361-8" 1.5" 4 (2x4) C -4x4.3 to 34'-0" 1.5" Ff ' NO SPLICE ' Td C -1.5x2.6 to 36'-8" C -1x2.6 to 30'-0" ' I EOUAL PANELS TOP CHORD DOUC, 3 EQUAL PANELS BOTTOM CHORD Ty I D 2x� C-2.5: or ? 6 C-2.5: C-2.5: . HEN -Y B2 I Bt 2x4 C-2.5 CENTERLINE SPLICE ALTERNATE SPLICE (B2) NO SPLICE C-2.5' . C-2.5 C -3x6.0 to 36'-8" C -2.5x6.0 to 36'-8" C -2.5x4.3 to 36'-8" C -2.5x4.3 to 30'-0" SPLICE SPAN TO 36'-8" • 1 • C=5x5.1 to 36'-8" - , SYMMETRICAL ABOUT CENTERLINE FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AN FILE NO.: TRU43 - 36 - 4- 40+ CHORD I SIZE 2400 F 2250 F 2100 F 1950 F 1800 F 1650 F 1450 F SS DF #1 - DATE: JLWEB 2x6 36'-B" REF.:' 25-1" DES BY- SC TOP CHORD 2x4 34'-0" 33'-4" ISIANDA$D 33'-0" 32'-3" 31'-8" 31'-0" 29'-8" 33'-0" 33' BOTTOM CHORD 2x4 •1 36'-6" 32'-5" 36' ; SEO MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 #2 HEM FIR OR - LOAD DURATION: INCPEASE 1.25 SPACEDV O.C. LOADING LL - OL ON TOP CHORD • 30 PSF OL ON BOTTOM CHORD - 10 PSF e TOTAL LOAD - 40 PSF- TI N TAKEN ON :pan/16. I)OTTOM CHORO cAXO L STRESS ONLY for Stubs to Span/12. for Stubs from Span/12,to Span/6 C -3x11.9 C -1x2.6 2"__d.4 2 >r4 of 2r6 .r_ C-1:2.6 OarM�l lsoss� nrnssas Orartes ndtst. 1. Deelga toMtppdtt loads a.Mrw. LwNr ktwrt•Ivlaty own* ebur Such es UmpoNWV eltd parrlrrrrr WOC119 b be OeelP+d 1 poNdad by cow 2.DeWn assumes r* top aro paean awes to w k%1V*Qy Orstse s - C oc and &112' - Cr ac respecOvey. 1 For recanrnerndsd bracing oefaai see -Wacov Wood Tr saes B' - TC by tM Tnsa Ptah WmhAe. 4. Iz,3 COFArK ort WWV1 wb Or*".hare anon •. L sniped budo or blares b,.cing ,*=nvnended rows s noon ... OL Instaaabon Of truss Is rat respo s'bi:ty of Ine respocive CO T. Oesign assumes Vueeas aro loco wed in a non•corotive arrviR mors and are for'" condition' of use. ' e. Design assurnes tun beating at ad suppons vwwm Shim or .edg necessary. 9. Design assumes adeana.r. *W*9+ b pro..»d 10. P las spar be faceted on poen faces of ria ono pba'ed so M oarer Ors c, "', a v Mn joint c~ Inez 11. D943 indoae site of vbts In mars. 12. For basic design vahes o me Cren{fwm Platm hest esed A'rw pn `C-, We LC8,0. RA 4211. /1 Th* Corgslrr Nes !leerdn Asp is hftaled by rs Waft -Or. I atari0rrttat (181 "Oosaw to ga. araOa ie mead As oras are 291 of PWW Spice Nous 4 to 6 C-Sz11.9 On vanes parol spaces we bcstw as 1/5 ata JC -4x4-31 Panel WVM •/. 6' at edner end of an penN amtfcate T? C-329.4 (without vertical) tol'-3^ (4/12) vith 2:4 let -in C -3x11.9 (with vertical) to 2'-0" (4/12) with 2:6 let -in to 1'-1" (5112) with 2x4 let -in faleasnm to 1'-7" (5/12) with 2x6 let -in a *m ow+� to 11" (6/12) with 2x4 let -in s�l7trta to 1'-3" (6/12) with Zr6 let -in U0 V+1 C -1X2.6 MATCH T.C. 3 (+) 12 J +=`\ C-5:11.9 e F _ WEDGE ter? w��J b'y ►'� 82 Bt `dttTa� C -3x9.4 to b: (5/!2) a 5x2.6] Vertical may be omitted when (6/12) o0mi Bottom Chord is less than 10'-0" ? CrK STUB TO SPAN/4-8" on STUB FROM SPAN/4-8" to SPAN/2-10" - PLATES IH J J. SPAN CHORD FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED SIZE 2400 F 2250 F 2100 F 1 1950 F I 1800 F 1 1650 F 1 1450 F SS OF p 1 OF a2 OF SS HF #1 HF . FOR LUMBER AND TRUSS DETAILS NOT SHOWN SEE: IP CHORD TRU44 - 48 - 4 - 40* 6/1/84 25-1 TRU44 - 48 - 5 - 40* 6/1/84 25-1 'OM CHORD TRU44 - 48 - 6 - 40* 6/1/84 25-1 WEB MEMBERS • 2 x 4 STANDARD OR STUD GRADE HEM • FIR. 2 x 3 02 HEM - FIR OR AS NOTED ON DESIGN fxD.V3/31/91 /x► K • v c?' /, T: OF CAT; 17-06-00 17-06-00 C -4x4.3 12 C-50.1 (SI C -5x5. f (S) 12 '4.00 C7 C-2.5x4.3(NS) J. C-2.5x4.3(NS) Q 1 75' (S) 1.75 (S C -5x6+ C -5x6+ . C-fx2.6 C -5x7.7 ' 0: 5' 0 cam. C-2.5x4.3(NS) C 2.5 4.3(NS) -5x6+ C-5.1 (S) C-5x7.7 (S) C -5x6+ . o C -2.5x4;3 �c2 00 PROVIDE FULL BEARING. 12 i F;-OQ-OA 2.00M LUMBER SPECIFICATIONS. TRUSS SPAN 35'- DO - Scale: !/4-i LOAD DURATION INCREASE or 1.25 SIZE SPECIE GRADE MEMBER (S) SPACED 24:0. O.C. 2x 4 TOP CHORDS: OF 11 1- a ESS/oz, LOADING 2x 4 BOTTOM CHORDS: OF I1 1- 6. Q ''( �Q<c� 10 LL + OL ON TOP CHORD - 30.0 PSF OL ON BOTTOM CHORD a 10.0 PSF« GATE: 1%17/90 REBS:aka 3 �,, C TOTAL LOAD w 40.0 PSF* 2x 4 HF STAND 1-11 �� Jh � h , O *5 PSF REDUCTION TAKEN bracing. must be designed and Provided by designs# of complete structure. Compuuus assumes lie responsibility la bsdrp. 6 ppilot ere to .dry a hori' d use =ear c _ 5 a . ON BOTTOM CHORD, AXIAL STRESS ONLY. assumes tux beanrq s1 all support shown. Shen or wedge If O$ S. No food should be applied to any component unill after all braalno and loolenere time loads T fxD.V3/31/91 /x► K • v c?' /, T: OF CAT; 17-06-00 17-06-00 C -4x4.3 12 C-50.1 (SI C -5x5. f (S) 12 '4.00 C7 C-2.5x4.3(NS) J. C-2.5x4.3(NS) Q 1 75' (S) 1.75 (S C -5x6+ C -5x6+ . C-fx2.6 C -5x7.7 ' 0: 5' 0 cam. C-2.5x4.3(NS) C 2.5 4.3(NS) -5x6+ C-5.1 (S) C-5x7.7 (S) C -5x6+ . o C -2.5x4;3 �c2 00 PROVIDE FULL BEARING. 12 i F;-OQ-OA 2.00M jIt 0l JS-UU-UU Scale: !/4-i JOB NAME: LARRY FILE NO.: 6CI-6+29-4/2-40* WARNING& 1. Rasd all General Notes and Warnings before eo#ntruetlon W truss•.. Gen enl Notes. Irks otherwi%e noted. 1 Desrgti to support load, as she. ' ' X Builder and erection contractor should be advised of NI Gennsl Notes and Warnings before construction commences. 2. DDeesSt�n assumes the top and bottom chords to be taler0l braced at 3%0" I p c nd at 12',0" a c respeGrvely. GATE: 1%17/90 1. 1x7 compression well bracing must be installed where shown #. 3 2a1 Impa�1 ng o lateral bracing reearrwnen im Y1flele fihOwn ♦ ♦, - ' l Al Ia1Ma1 force raslatlnp elements such bre temporary and permananl a S tnsia1181gn lluss K Ifhe lesponytssly pit tl+e /espeplve 1orgraGo, t Desrp#h assumes cusses are to be used In s nor.txxros.ve emnromherM. REF.: ' 25-f ' DES: BY: BH bracing. must be designed and Provided by designs# of complete structure. Compuuus assumes lie responsibility la bsdrp. 6 ppilot ere to .dry a hori' d use =ear . such assumes tux beanrq s1 all support shown. Shen or wedge If S. No food should be applied to any component unill after all braalno and loolenere time loads T rhrars%IV Ilrapr a"nr.S M air rbdnlrle 0 wtivtdrld SEG.: -150049 are complete, and at no should any greater than design loads be to 11 11-11125 Stri br kr• f ah Ihdlh f.•tix:o of phots, awl filaecrl so their Caner applied any component. bon Camrtc vMh piM mrla ►nes a. C urs hos rid control ever and assumes no responsibility for the arnD•t P r 9 UgOS rwlw.�te we of pale, m claire, . ' { Vero. 1:: fabrication. handling. shtpm»nl and Installation of compon anis. 10 1 &..lase, ik-aln valurn Rf ehrt Gompultus Plate. indrmed by nwt fuebs ' 1(; T. This d«lgn Is lumbhod sublacl to the limitations on trust designs sal forth by the Truss Plats Institute In -Bracing Wood Trusses. B W 1.16". 11 C see 1 C A U nil. 4.11 . Tho Cotlwaru5 Nal Sedrn plainis indicated by the prefix -CN- the ' • '•r a copy of which will be luenfsh id by Compultut upon request. desigrh.-+ta fie) rrwlWles 16 go malerwl is used N Ribera are 26 Qa jIt 0l - _ TOP CHORD 2x4 41'-2" 39'-11" 38'-6"36'-10" 35'-2" 33'-S" 30'-6" 6 -6"h322' -1d0"28'-5 32'-5" 28'-10" 127-9" BOTTOM CHORD SPLICE D CompuTrus Inc. i *• 2x6 N0. 2 HEM -FIR TO 43'-2" • 2x4 CONSTRUCTION HEM -PIR TO 36'-5" • 2x4 STANDARD OR STUD HEN -PIR TO 30'-S" D 2x6•* 1.1. 2 -- SPLICE 12 CNIB-5.5x17.9 to:.43'-2" NO SPLICE C -5.5x9.4 to 36'-5" C -2.5x6.0 to 43'-2" SPLICE i C -5.5x11.9 to 43'-2" C -5.5x9.4 to 37'-6" i SYMMITRICAL ABOUT CENTERLINE 1 FILE NO.: SCI86 4 43 - 4/2 - 40* DATE- i/1/85 i� REF i5-1 DOS BY SC SEO - JTANDARD•1!' 3 2x4 BLOCK k? r - 'A' 82 ALTERNATE SPLICE (112) CN1B-5.5x17.9 to 43'-2" CN -5.5x14.5 to 38'-B" LOAD DURATION INCREASE - 1.25 SPACED 24- OC LOADING LL • OL ON TOP CHORD • 30 PSF DL ON BOTTOM CHORD • 10 PSF- TOTAL LOAD • 40 PSF• -5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY REACTION - 1511 MAXIMUM TRUSS MEMBER FORCES TI - -8103 B1 - 7794 WI - - 665 T2 - -7672 B2 - 6097 W2 - 1424 T3 - -5796 B3 - 5272 W3 - - 582 T4 - -4518 W4 - 562 W5 - - 988 W6 - 2554 SPLICE (2x6) C -5.5x7.7 to 43'-2" (2x4) C -5x6.0 to 41'-2" NO SPLICE C -2.5x6.0 to 43'-2" D 1.5" 1.5" ALTERNATE SPLICE (T2) (2x6) C -4x6.0 . to 43'-2" (2x6) C -4x4.3 to 36'-8" (2x4) C -2.5x6.0 to 41'-2" (2x4) C -2.5x4.3 to 30'-0" 0rural 1, " udaes aMrwir nota 1. Deelpe b appal beds ice sho" AS banal lava mosimotp abmrte ere* an leelpowy art/ pe amemaoa brattrlp be be Main and Arloed 6y oQrart JL nsasurtwt Mtop end bottom UuadabM►ry GY leriecsd7 - D' OL ww Y 17 - D' ox- respectively. >, Fan recommended bnw*V oetalp, see-8mcing Wood Trtsaet EMR - 7W by ow Truss Plate InxIkLA& l 1=3 conaYxwus tNral .eb brach entre slw.n •. • r1Ded brbp+IC at lateral bradrp recce niftndeo -Rise l Installation of Ytat Y M rasponsb ty of dill respective connacbr. 7. Design esumet trusses we to be used in a non -corrosive amArat- enra and are for -try condition- d use. Design L s ssuxnes kA bearing Y Y supports &Voest Snip or wedpe If roc'em • Dealpn auras aoepwfs tral q. Y po baa I& Plebs Nat be localed on both faces of buss and plot oto tn.bk ben« ram coiidde wwt)ckd exam ane& 11. Dtgrts indicate rite of pWe In Indra 1L For beak design vahms of ne Compua vs Plate. Yu I ad by Vie prer' 'C', sea I.C.B.O. RA 4211 e8. TM CowupAVW IW 8e011on Plane In MAicaIW by 04 prl'CJe', M Mlpnror 1181 arla"s 1►8a Emma" law OR panel splice Nob; ON panel point splices re located at 1/5 the panel length 'i - 6- at eeher end of the panel inagted 2x6 43'-2" 43'-2' 43'-2" TOP CHORD 2x4 41'-2" 39'-11" 38'-6"36'-10" 35'-2" 33'-S" 30'-6" 6 -6"h322' -1d0"28'-5 32'-5" 28'-10" 127-9" BOTTOM CHORD SPLICE D PEAR • B H (2x6) C-5.50.7 to'43'-2" 1.5" (2x6) C -5x7.7 to 43'-2" 5.0" 3.0"(2x4) C -5x6.0 to 41'-2" 1.5" (2x6) C -4x6.0 to 36'-8" 4.0" 2.0" Y tcaT L (2x4) C -5x5.1 to 41'-2" 5.0" 2.0" NO SPLICE TI C -2.5x6.0 to 43'-2" 2.4 ALTERNATE SPLICE (T3) B1 (2x6) C -4x6.0 to 43'-2" DOUC.PIR�- 12 (2x6) C -4x4.3 to 36'-8"' A- CN18-5.5x13.6 to 43'-2" tic wIt 4 (2x4) C -2.5x6.0 to 41'-2" C -5x14.45 to H Tq NO SPLICE (2x4) C -2.5x4.3 to 30'-0" D 2x6•* 1.1. 2 -- SPLICE 12 CNIB-5.5x17.9 to:.43'-2" NO SPLICE C -5.5x9.4 to 36'-5" C -2.5x6.0 to 43'-2" SPLICE i C -5.5x11.9 to 43'-2" C -5.5x9.4 to 37'-6" i SYMMITRICAL ABOUT CENTERLINE 1 FILE NO.: SCI86 4 43 - 4/2 - 40* DATE- i/1/85 i� REF i5-1 DOS BY SC SEO - JTANDARD•1!' 3 2x4 BLOCK k? r - 'A' 82 ALTERNATE SPLICE (112) CN1B-5.5x17.9 to 43'-2" CN -5.5x14.5 to 38'-B" LOAD DURATION INCREASE - 1.25 SPACED 24- OC LOADING LL • OL ON TOP CHORD • 30 PSF DL ON BOTTOM CHORD • 10 PSF- TOTAL LOAD • 40 PSF• -5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY REACTION - 1511 MAXIMUM TRUSS MEMBER FORCES TI - -8103 B1 - 7794 WI - - 665 T2 - -7672 B2 - 6097 W2 - 1424 T3 - -5796 B3 - 5272 W3 - - 582 T4 - -4518 W4 - 562 W5 - - 988 W6 - 2554 SPLICE (2x6) C -5.5x7.7 to 43'-2" (2x4) C -5x6.0 to 41'-2" NO SPLICE C -2.5x6.0 to 43'-2" D 1.5" 1.5" ALTERNATE SPLICE (T2) (2x6) C -4x6.0 . to 43'-2" (2x6) C -4x4.3 to 36'-8" (2x4) C -2.5x6.0 to 41'-2" (2x4) C -2.5x4.3 to 30'-0" 0rural 1, " udaes aMrwir nota 1. Deelpe b appal beds ice sho" AS banal lava mosimotp abmrte ere* an leelpowy art/ pe amemaoa brattrlp be be Main and Arloed 6y oQrart JL nsasurtwt Mtop end bottom UuadabM►ry GY leriecsd7 - D' OL ww Y 17 - D' ox- respectively. >, Fan recommended bnw*V oetalp, see-8mcing Wood Trtsaet EMR - 7W by ow Truss Plate InxIkLA& l 1=3 conaYxwus tNral .eb brach entre slw.n •. • r1Ded brbp+IC at lateral bradrp recce niftndeo -Rise l Installation of Ytat Y M rasponsb ty of dill respective connacbr. 7. Design esumet trusses we to be used in a non -corrosive amArat- enra and are for -try condition- d use. Design L s ssuxnes kA bearing Y Y supports &Voest Snip or wedpe If roc'em • Dealpn auras aoepwfs tral q. Y po baa I& Plebs Nat be localed on both faces of buss and plot oto tn.bk ben« ram coiidde wwt)ckd exam ane& 11. Dtgrts indicate rite of pWe In Indra 1L For beak design vahms of ne Compua vs Plate. Yu I ad by Vie prer' 'C', sea I.C.B.O. RA 4211 e8. TM CowupAVW IW 8e011on Plane In MAicaIW by 04 prl'CJe', M Mlpnror 1181 arla"s 1►8a Emma" law OR panel splice Nob; ON panel point splices re located at 1/5 the panel length 'i - 6- at eeher end of the panel inagted CN -5.5x14.5 to 30'-3" CHORD FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED CI71: 1 94(1(1 F I 795(1 F I 91(10 F I 1 QSn F I 1 Ron F 1 1 650 F I 1450F I SS DF I 111 nF I it;, nF I SS HF 1 41 HF 2x6 43'-2" 43'-2' 43'-2" TOP CHORD 2x4 41'-2" 39'-11" 38'-6"36'-10" 35'-2" 33'-S" 30'-6" 6 -6"h322' -1d0"28'-5 32'-5" 28'-10" 127-9" BOTTOM CHORD 2x4 43'-2" 2'-1" 37'-2" 33'-2" 27'-2" 38'-5" 28' -6"___f11' -V' J 8 EQUAL PANELS TOP CHORD tdit IN 6 EQUAL PANELS BOTTOM CHORD C-1 5x2.6 to 43'-2" a�+` ��- Y tcaT L VTC it or it tatauL 3 taR TI '� d 2.4 B1 DOUC.PIR�- A- CN18-5.5x13.6 to 43'-2" tic wIt C -5x14.45 to 37'-5" a�wo NO SPLICE C -3x11.9 to 30'-10" raltzmt onro.r- C -2.5x6.0 to SPAN TO43'-2" 43'-2" HEM -FIR SPLICE CN18-5.5x13.6 to 43'-2" �. C -5x14.5 to 37'-5" 1 CN18-5.5x17.9 to 37'-4" C -3x11.9 to 30'-10" ,�'�`�`:. CN -5.5x14.5 to 30'-3" CHORD FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED CI71: 1 94(1(1 F I 795(1 F I 91(10 F I 1 QSn F I 1 Ron F 1 1 650 F I 1450F I SS DF I 111 nF I it;, nF I SS HF 1 41 HF vvttl MtMt3tH5 - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 92 HEM - FIR QH AS NU Ito ON DESIGN ti ' If 2x6 43'-2" 43'-2' 43'-2" TOP CHORD 2x4 41'-2" 39'-11" 38'-6"36'-10" 35'-2" 33'-S" 30'-6" 6 -6"h322' -1d0"28'-5 32'-5" 28'-10" 127-9" BOTTOM CHORD 2x4 43'-2" 2'-1" 37'-2" 33'-2" 27'-2" 38'-5" 28' -6"___f11' -V' vvttl MtMt3tH5 - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 92 HEM - FIR QH AS NU Ito ON DESIGN ti ' If BUILDING PERMIT PERMIT NO. DEPARTMENT OF BUILDING & SAFETY FIELD �Y a 3544 /1 A 1 COUNTY OF RIVERSIDE J'F't PERMIT NO. 3544121 RUCTION ERMWE NO. ELECTRICAL FEES NO. PLUMBING FEES ' Jo ss' .Y'� >!r.+� _ ) C 4r 6f�I ` ,Lp� Space J'� sjTM� ."C ""' c 7 IST FL. 2ND. FL. POR. GAR. CAR P. WALL ESTIMATED CONSTRUCTION 'w $ " j "1 UNITS SQ. FT. @ F Sq,`p7"p a - a ' * YARDSPKLR'SYSTEM" MOBILEHOME SVC. r BAR SINK SQ. FT.-@' POWER OUTLET ROOF DRAINS SQ. FT. @ DRAINAGE PIPING SQ. FT. @ DRINKING FOUNTAIN SQ. FT. @ SQ. FT. @ 1L"i URINAL VALUATION $ ~ WATER PIPING ( MH.Permit Fee E NOTE: Not to be used as property tax valuation SWIM POOL, PVT FLOOR DRAIN 11I Cop E MECHANICAL FEES SWIM POOL, COMM WATER SOFTENER Use of Permi �r'' - � � `/ �� % f"p A ! • lC. ' VENT SYSTEM FAN EVAP. COOL HOOD SIGN WASHER (AUTO)(DISH) Meth. Fee Dbl $ ,(j•�f..! APPLIANCE DRYER G_ARBA_GE DISPOSAL LotAl2C/ ,J FX_ f PI. Ck. Fee $ FURNACE UNIT WALL FLOOR SUSPENDED :'� t ► LAUNDRY TRAY AIR HANDLING UNIT CFM IDLE METER + G KITCHEN SINK F S S ABSORPTION SYSTEM B.T.U. ' 2 TEMP USE PERMIT SVC - i WATER CLOSET Dbl $ COMPRESSOR HP POLE,TEMP/PERM i LAVATORY HEATING SYSTEM FORCED GRAVITY Y AMPERES SERV ENT t SHOWER Zone R i trior()/ BOILER B.T.U. SQ. FT. @ c BATH TUB Tyjy SMI Fee / SQ. FT. @ C WATER HEATER SQ. FT. RESID @1 /.c I SEWAGE DISPOSAL + SQ. FT. GAR @.a3/. t HOUSE SEWER Dbl E Bond Amt. GAS PIPING Plancker Final Dote SSp. PERMIT FEE PERMIT FEE PERMIT FEE DBI. T'MALJ(FEES`.0 l ! a.�^ MOB.HM. FEE i M MICRO FEE MECH. FEE lwjt[')j-F E CONST. FEE ELECT. FEE SMI FEE ' ♦ , ♦ 1 . MpS f r a r i - ae•. . • n w s i' ♦ FEE PLUMB. FEE . W aJ . .. s PERMIT NO. 3544121 Jo ss' .Y'� >!r.+� _ ) C 4r 6f�I ` ,Lp� Space J'� sjTM� ."C ""' c 7 Ow jn j� t .i"'� � V P •J i .•.....�. • F CmWfOi 1 (J %'''!d��• / 4"t Valuation D�%.o , h R•,• �st I f. F.C.C. ( MH.Permit Fee E .Micro Film Fee Cop E Use of Permi �r'' - � � `/ �� % f"p A ! • lC. Ppr>weJ�, «. se/Case No. .-0 f ' III Meth. Fee Dbl $ ,(j•�f..! SSLocks ,., LotAl2C/ ,J FX_ f PI. Ck. Fee $ F S S Construction Fee Dbl $ Legal Description 7 /!�!)/�JJ/ (1 /y �`J /(J //� Electrical Fee Dbl $ Zone R i trior()/ G Tyjy SMI Fee $ Plumbing Fee Dbl E Bond Amt. Plancker Final Dote SSp. Inspector Unit Insp. Fee $ E Dental. Fee E Const. Lender Branch Supplimental Permit Numberj�, i r l r • �" r - Registr. Fee $� Mileage Fee S Address - ` - Ciiy• .- Zip \1i Witness Fee E Reinsp. Fee $ r%Agent�/'''* /-� ire � "a•�...�' � . . a . r....•w .� 1• d �'wE] I Fees I'd .,... Zip. „i.hrot �/ M.O. Ca Ch•••' Reeeived by Contractor Tel. LicenseM Trees required fCS/ewoge System Address , City Zip THIS PERMIT SHALL BECOME VOID IF WORK IS NOT COMMENCED WITHIN 120 DAYS. CESSATION OF WORK verified by: VOW Sewer District FOR 120 DAYS SHALL ALSO CAUSE PERMIT TO BECOME VOID. , I HEREBY AGREE THAT ALL WORK IN CONNECTION WITH THIS PERMIT WILL BE DONE IN ACCORDANCE WITH THE LAWS OF RIVERSIDE COUNTY AND THE STATE OF CALIFORNIA. ..J HEREBY CERTIFY. THAT. THE INDIVIDUAL WHO PREPARED THE-PLAN&AND T .+ACCORDANCE RNIA. r , l WITH SECTION 5541 OF THE BUSINESS AND PROFESSIONS OD OF THE SE OF CL FONE Form 284-208 (Rev.8/78) r NO. OPERATION DATE INSPECTOR NO. OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS 1 Set Back 33 Ventilation System 2 Figs 8 Frms 34 Plenums 8 Ducts 2A Slab Grade 35 Furnace Comport. 3 Steel 36 Inlets 8 Outlets 4 Grout Blocks 37 Combustion Air 5 Bond Beams 38 Compressor 6 Roof Deck 39 Appl. Clearance 7 From 40 Fire Damper 8 Vents 41 Smoke Detection Device 9 Garage Fire Wall 42 Commercial Hood 10 Fireplace P. L. 43 Final 10A Fireplace T.O. OWN NO. ADDITIONAL INFORMATION SEWAGE SYSTEM SIZE & LOCATION 11 Exterior Lath 12 Internal Lath 12A Drywall 13 Finish Grade _ INSULATION Thick R Value 7A Walls (Batts) 128 Ceiling (Batts) —12C Ceiling (Blown) 14 Final PLUMBING APPROVALS 15 Ground Plumb 16 Water Piping - 17 —Rough Plumb 18 Vents 19 Sewage Disposal 20 Sewer 21 Water Heater 22 Water Softener 23 Water Service 24 Gas Test 25 Final ` Tank Pit L. Line REAR OF PROPERTY LINE PSL P/ ' ELECTRICAL APPROVALS 26 Power Pole 27 Conduit 28 Service Entrance 29 Wiring 29A Grounding Wire f298 Bonding •i0 Fixtures 31 Service .. 32 Final STREET NAME BUILDING PE PERMIT NO. 35-993-9 DEPARTMENT OF BUILDING & SAFETY COUNTY OF RIVERSIDE FIELD /, CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL. 2ND. FL. POR." GAR. CAR P. WALL ESTIMATED CONSTRUCTION SQ. FT. @ v �' $ -+ Owner UNITS v SQ. FT. @ YARD SPKLR SYSTEM SQ. FT. @ ' MOBILEHOME SVC. BAR SINK SQ. FT. @ POWER OUTLET ROOF DRAINS SQ. FT. @ DRAINAGE PIPING SQ. FT. @ 7 �- % DRINKING FOUNTAIN SQ. FT. @ _ URINAL VALUATION $ d'r WATER PIPING NOTE;, Wot,to.,be used as property Jox valuation ~ Use/Cose No. SWIM POOL, PVT- • ' + FLOOR DRAIN MECHANICAL FEES et Bac s SWIM POOL, COMM WATER SOFTENER VENT SYSTEM Ott FAN EVAP. COOL HOOD Legal Description _�L, SIGN WASHER (AUTO)(DISH) I APPLIANCE oe DRYER Zone Restrictions v Grou GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED SMI Fee Plumbing Fee LAUNDRY TRAY AIR HANDLING UNIT CFM Plan No. IDLE METER KITCHEN SINK ABSORPTION SYSTEM B.T.U. InspectTr TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR 7 HP Sp. Insp. Fee $ POLEJEMP/PERM LAVATORY HEATING SYSTEM FO CED GRAVITY r Branch AMPERES SERV ENT SHOWER BOILER B.T.U. Registc Fee $ rz SQ. FT. @ c BATH TUB ` Witness Fee $ Reinsp. Fee SQ. FT. @ c WATER HEATER t ,� Tel. SQ. FT. RESID @ 11/4 c SEWAGE DISPOSAL Total Fees M.O. SQ. FT. GAR @ '/. c HOUSE SEWER e' • a City • . -+` `" Zip Received by GAS PIPING PERMIT FEE Tel. PERMIT FEE PERMIT FEE DBL. ..TOTAL FEES MOB. HM. FEE .MICRO FEE MEO1. EE,' . , PL. CK. FEE CONST..FEE C!0 E! SMI FEE FEE PtFNI. EE_ PERMIT NO. 359939 Job Ad � - �- Space Zip Owner Community aluation $ 77 . !* Date i Dist. Off. F.C.C. MH Permit Fee $ Micro Film Fee Cop = Use of ermit �kve. y' I Porcel No. ' Use/Cose No. Ck. By / Mech. Fee Dbl f Pl. Ck. Fee $ et Bac s Lot Size Construction Fee Dbl $ Legal Description _�L, F S S R Electrical Fee Dbl f _ Zone Restrictions v Grou Type SMI Fee Plumbing Fee Dbl $ Bond Amt. f Plan No. Plan Checker Finala —�t--7 InspectTr Unit Sp. Insp. Fee $ Demol. Fee $ Const. Lender r Branch Suppliment mit Numbers Registc Fee $ Mileage Fee $ Address City Zip Witness Fee $ Reinsp. Fee S Owner/Agent t ,� Tel. Zip Total Fees M.O. - i N.C. Cash Check Address r • a City • . -+` `" Zip Received by Contractor Tel. License# v •. Trees required Sewage System Address City Zip 1-1 7. - �• h U. P L 2- THIS PERMIT SHALL BECOME VOID IF WORK IS NOT COMMENCED WITHIN 120 DAYS. CESSATION OF WORK Sewer District FOR 120 DAYS SHALL ALSO CAUSE PERMIT LO BECOME VOID. I HEREBY AGREE THAT ALL N� � j�JIS PERMIT WILL BE DONE IN ACCORDANCE WITH THE LAWS OF RIVERSIDE COURFAND THE ATE OF CATIFORNIA. i I HEREBY CERTIFY THAT THE INDIVIDUAL WHO PREPARED THE PLANS AND SPECIFICATIONS HAS DONE SO IN Q) Form 284-208Rev.8/78j ACCORDANCE WITH SECTION 5541 OF THE BUSINESS AND PROFESSIONS CODE OF THE STATE OF CALIFORNIA. ,�� aye'.'. -_' _ f. verifieQ. by: M V NO. , - OPERATION' DATE INSPECTOR NO. OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS 1 Set Back 33 Ventilation System 2 Ftgs 8 Frms 34 Plenums 8 Ducts 9 2A Slab Grade 35 Furnace Comport. 3 Steel 36 Inlets & Outlets 4 5 Grout Blocks Bond Beams 37 38 Combustion Air Compressor 6 Roof Deck G—� =�� CA 39 Appl. Clearance 7 Framing 7 40 Fire Damper 8 Vents 41 Smoke Detection Device 9 Garage Fire Wall 42 Commercial Hood 10 Fireplace P. L. ❑ 43 Final aLl _ IDA Fireplace T.O. No ADDITIONAL INFORMATION SEWAGE SYSTEM SIZE & LOCATION 11 Exterior ibil 12 Internal Lath 12A Drywall 13 Finish Grade INSULATION Thick R Value 7A Walls (Batts) 12B Ceiling (Botts) L !� 12C Ceiling (Blown) 14 Final PLUMBING APPROVALS 15 Ground Plumb 16 Water Piping 17 Rough Plumb 18 Vents 19 Sewage Disposal 20 Sewer 21 Water Heater 22 Water Softener 23 Water Service 24 Gas Test 25 Final Tank SQ Pit % O L.Line PSL REAR OF PROPERTY LINE ELECTRICAL APPROVALS fog v ' P/ 26 Power Pole 27 Conduit .28 Service Entrance 29 wiring �— _ -r 29A Grounding Wire 29B Bonding 30 Fixtures ? 31 Service 32 Final �Z STREET NAME NOTICE: THIS IS NOT A BUILDING PERMIT DISTRICT __.___ APPLICATION TO CONSTRUCT Permit DEPARTMENT OF BUILDING AND SAFETY COUNTY OF RIVERSIDE Owner Architect_— __. Contractor. Address Address Address. City City City_ —-- Phone Phone _ Phone— 19 W I (we) the undersigned, hereby certify and acknowledge that I (we) have read the application and agree that if Curb and Gutter, and Z Paving, and/or Dedication of right of way is required by the County of Riverside, the Riverside County Department of Building and Safety 3 shall not make a Final Inspection until said requirements have been met. I am also aware that no work is to be done with in_ -the R/W O _County without an encroachment permit. _ NOW, therefore, it is agreed that I (we) will not occupy said property and will not cause said property~to"be occupied until ,I' (we) have complied with all laws of the County of Riverside and the State of California governing said property. r. DATE��. -} — SIGNATURE OF OWNER AND/OR AGENT Approval by Signature from the Following Departments Listed Below Must Be Obtained Prior to the Issuing of a Construction Permit. I SPACE N0, I USE OF STRUCTURE JOB ADDRESS ! �_ - - SINGLE FAMILY DUPLEX Z LEGAL DESCRIPTION OF PROPERTY �.. __ APARTMENTS AGRIC. N Q - COMMERCIAL INDUSTRIAL L� GG COMMUNITY ALTERATIONS ❑ Z NO. OF SUBMITTED PLANS USE OF PERMIT _ iCASE NO- — ,r C Z NO. OF PARKING SPACES REQUIRED NO. OF BUILDINGS NOW EXISTING - Q ZONE tETBACKS: FRONT SIDE REAR J m GRADING PERMIT REQUIRED? YES ❑ N_0 ❑ LOT SIZE SETBACK ORDINANCE # __— OF FEET REQUIRED ON _ _..__ _ STREET DATE SIGNATURE OF LAND USE OFFICIAL DEDICATION REQUIRED: YES ❑ NO ❑ NO. OF FEET W CURB AND GUTTER REQUIRED: YES ❑ NO ❑ _ STREET i H d CAN CURB AND GUTTER FEASIBLY BE INSTALLED? YES ❑ NO ❑ W HAS AN ACCEPTABLE APPLICATION BEEN MADE FOR ENCROACHMENT PERMIT FOR DRIVEWAY AND STREET CIMPROVEMENT? YES. NO El of DATE F SIGNATURE OF ROAD DEPT. OFFICIAL—�_:_1 SEWAGE DISPOSAL :R+ f� _ W F N T •"t WATER POLLUTION REMARKS r�t FLOOD CONTROL AIR POLLUTION Ila W w DIY OF HWY c a _ YOUR PROPERTY MAY BE SUBJECT TO a. a FLOOD-. RIVERSIDE COUNTY ASSUMES NO RESPONSIBILITY IN EVENT OF FLOOD. 284 199 9 74 CANARY —FILE, PINK —APPLICANT W W Z O c� on W o< e . APPLICATIOITFOR TREE PLANTING the undersigned, hereby certify and acknowledge that I (we) have read the application and agree that if trees are required under River - `side County Ordinance No. 457, the applicant agrees to install said trees prior to final inspection. It is understood that no final inspection will be given until said requirements have been met or exception has been granted by the County. Now, therefore, it is agreed that the prop- erty owner shall cause the property lines to be surveyed in the event no survey stakes can be found. Further, it is agreed that the County of Riverside shall assume no responsibility should trees have to be removed due to lot line errors. Owner's Name ' Mailing Address _ Job Address - Legal Description Building Permit No. 379/ 939 City %y 10 State Z- Zip %ZQ Assessor's Map, Book & Page / Type Structure Type of Soil-�Wt=KI s water available clL'Road t �4vy Plan No. Type of existing trees in road right-of-way /y G Trees preferred by applicant (1) (1,020, (2) 566f 610h (3) L Date 2 Z��7� Owner's Signature Planning Commission Case No. ROAD DEPARTMENT APPROVAL Approved species Washingtonia robusta (Mexican fan palm) Number of trees 1 Spacing of trees Distance from lot lines: Front 2' in R/W Side Additional requirements Per plot plan on reverse, Date Building and Safety notified 5/79 Signature Reason c� > Z� W CLL J_ < 3'4 Request for hearing m ,d Owner's Signature REQUEST FOR EXCEPTION (attach additional page if necessary) YES ❑ (Forward application to Planning Dept, if exception requested) NO REQUEST FOR HEARING Planning Dept. Concur ❑ Non -concur ❑ Explanation Date Signature Road Dept. Concur ❑ Non -Concur ❑ Date Signature REQUEST FOR HEARING AND COMMITTEE DECISION Date hearing established Date hearing notice mailed to owner Approved ❑ Disapproved ❑ Date Owner notified of decision Date Building & Safety notified _ Signature i BUILDING PERMIT r , rsrs.� w:rr.i.w PERMIT -NO. PERMIT NO. DEPARTMENT OF BUILDING & SAFETY I "low NOUVIWX Zip DST 59939 COUNTY OF RIVERSIDE - s - Community Valuation § y � ` CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES j(a $ � IST FL. SQ. FT. @ �ti UNITS 1 1 2ND' FL. SQ. FT. @ 4_ /u�icro Film Fee � YARD SPKLR SYSTEM Use of ermlt MOBILEHOME SVC, BAR SINK Use/Gose No. POR. SQ. FT. @ Mech. Fee Obl § Set Boc s GAR. SQ. FT. @ POWER OUTLET ROOF DRAINS CAR P. SQ. FT. @ Legal Description j f DRAINAGE PIPING F S S x t WALL SQ. FT. @ Electrical Fee Dbl § DRINKING FOUNTAIN Group SQ. FT.. @ URINAL § ESTIMATED CONSTRUCTION VALUATION $ L�+. WATER PIPING 3 NOTE- Not fo'be used as' property tax odluation SWIM POOL, PVT- FLOOR DRAIN Dbl S MECHANICAL FEES SWIM POOL, COMM WATER SOFTENER Plan Checker VENT SYSTEM FAN EVAP. COOL HOOD SIGN WASHER (AUTO)(DISH) PPLIANCE DRYER § GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM IDLE METER KITCHEN SINK § ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET + COMPRESSOR/ HP 42 POLE,TEMP/PERM LAVATORY Address City Zip HEATING SYSTEM oe FORCED GRAVITY AMPERES SERV ENT SHOWER r BOILER B.T.U. SQ. FT. @ c BATH TUB Zip 4 + SQ.. FT— @ , t WATER HEATER SQ. FT. RESID @11/4c If SEWAGE DISPOSAL Thal Fees r, _ S0. FT. GAR @ 3/+c HOUSE SEWER • " 'C ti y t., Zip GAS PIPING Cash n Check PERMIT FEE PERMIT FEE PERMIT FEE Received, by 'TOTAL FEES MOB. HM. FEE MICRO FEE E PL CK. FEE CONST. FEE • + E SMI FEE FEE PLUMB. FEE n5, I Sewage SystQm PERMIT NO. Job Address Space Zip Owner 59939 - s - Community Valuation § y � Date Dis r Off. F.C.C. 1 MH Permit Fee § 4_ /u�icro Film Fee � Cop § Use of ermlt Porcel No: Use/Gose No. Ck. By Mech. Fee Obl § Set Boc s Lot Size W, Ck' Fee § Construction Fee Dbl § Legal Description j f / S / F S S x t R Electrical Fee Dbl § Zone Restrictions Group Type ' tSMI Fee § i'*7 !✓.L. ��G^ •..'-�f/��(� ��y L�+. 3 Pfvmbing Fee Dbl S Bond Amt. Plan No. Plan Checker Final Date / Inspect Unit 8p}l(`psp. Fee § $ Dem81. Fee § Const. Lender Branch - Supplimental Permit Numbers + Registr�Fee § Mileage Fee § Address City Zip § yWitness.Fee Reinsp. Fee § Owner/Agen/ Tel. Zip Thal Fees r, _ - § - - - - Address• • " 'C ti y t., Zip M:O.C],N.C.Ej Cash n Check Received, by Contractor Tel. License# ,Trees required I Sewage SystQm Address City Zip • T°" LL P THIS PERMIT SHALL BECOME VOID IF WORK IS NOT COMMENCED WITHIN 120 DAYS. CESSATION OF WORK verified by: Sewer District FOR 120 DAYS SHALL ALSO CAU RMIT BECOME VOID. I HEREBY AGREE THAT ALL ( 1g�15 PERMIT WILL BE DONE IN ACCORDANCE WITH 4 THE LAWS OF RIVERSIDE COUN�A JD TH TATE OF CALIFORNIA. L j I HEREBY CERTIFY THAT THE INDIVIDUAL WHO PREPARED THE PLANS AND SPECIFICATIONS HAS DONE SO IN Form 284-208 (Rev.e/781 ��J ACCORDANCE WITH SECTION 5.541 OF THE BUSINESS AND PROFESSIONS CODE OF THE STATE OF CALIFORNIA.