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PLBG (05-0391) + SFD (002590)53680 Avenida Madero 05-0391 002590 BUILDING & SAFETY DEPARTMENT P.O. Box 1504 (760).777-7012 OF fI9 78.495 CALLE, TAMPICo FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 BUILDING PERMIT Application Number 05-00000391 Date,. 2/03/05 Property Address 536807AVENIDA—MADERO APN: 774-103-009=16 000000 - Application description PLUMBING Property Zoning COVE RESIDENTIAL Application`valuati.on . . .2700 Owner Contractor SCORE•LAVERN A _ ALMS UNDERGROUND.CONST; INC. 232-S 6TH ST 38703 -VISTA DRIVE ALBION NE 68,620 CATHEDRAL CITY'. CA 92234 WCC: AU INS WC: 00500023125 01/01/06 CSLB: 482180 11/30/05 CCC: C42 -C21 Permit PLUMBING SEWER Additional desc Permit Fee 30:001 Plan Check Fee .00 Issue Date Valuation 2700 Qty Unit Charge Per Extension BASE FEE'30.00 ------------- Special Notes and. Comments SEPTIC ABANDON; SEWER CONNECT " Fee.summary Charged Paid Credited ,.Due.. Permit Fee'Total 30.00 .00 .00 30.00 Plan Check Total 00 .00 - .00 Grand Total 30.00 ..00 30.00 v pOh, v P.O. Box 1504 La -495 CALLS TAMPICO VOCE (760) 777-7012 FAX (760) 777-701 I QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING '& SAFETY DEPARTMENT Application Number: _ 69 . (( Date: 07 , 'O S— Applicant: 1. Architect or Engineer: Applicant's Mailing Address: Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION I hereb affirm under to of jury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals C and myLicer) s' f o and ffect. icense Class S se No. 3 ate — ©.! _ 7 fe> r1t a or e r l ti S 0 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): U I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). U I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). L) I am exempt under Sec. , BA P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of.consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is , issued. My wgrkers' compensation i nce carrier and policy number e; arner / S olicy Number Z20 s I U ;.L </ _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become.subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name Lender's Address APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within,180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this countytoenter upon the above-mentioned property for inspection purposes. ate ✓ ` -- D — // C r ignature (Applicant or Agent): y u , / rYLr Remarks: peOpy to: -- Cash Check iy • Money-• Order r, TOTAL $ Water ServIC0 Cashier_ Ix tF Feb -03 5 02:47pm From -WATER DISTRICT/COACHELLA VALLEY ', °« ( +760303711 1. .T-896 P"02/02 F-708 COACHELLA VALLEY WATER DX TRICT CASH RECEIPT DETAIL ..... N! 106504 La Vern A • Received From: 404ru _P Address:. Q 0• .;x Lotls Tract ' Account No. O0 AA e)• C G.A. Code Service Redress - ❑ Meter(s) t7 Service(s) 1— ❑ Backhow(a) ❑ House Lateral(S) ❑ Detector Check(s) O Meter Surcharge sanitation Capacity Charge p Temporary Construction Meter ❑ Turn on Charge ❑ Uncollected Account -Name ❑ inspection Fee -Tract - Fee - ' ❑ Plan Check Fees Water 1 Sewer - Tract - - ❑ Bond Payment - A.D. - Bond, — Assmt. ❑ Customer Deposit ❑ other - Remarks: peOpy to: -- Cash Check iy • Money-• Order r, TOTAL $ Water ServIC0 Cashier_ 0 O Z SANCO f 2502 Morongo Trail PUMPING SERVICE J t.012055 Palm Springs, CA 92264 (760) 327-8859 SOLID -TO % SNIPPED TO STREET g 3G o au. STREET CITY ZIP CITY STATE ZIP /STT,ATE ( CUSTOMER ORDER SALESMAN TERMS DATE _ es S .rY% a PAYMENT DUE UPON RECEIPT Building Address Owner 4. •-- P.O. BOX 1504 . "° 0 AveZ X 78-105 CALLE LA QUINTA; CALIFORNIAORNIA 92253 . . A. • Mailing. _ Address 33-255 Dat Palm 30 City- Zip' %... City 92236 Contractor Tel. Address..•. .. .. . .. . ..: ' 73-925 M -- lK City - -... . Zip - . ,,. ..Tela . Palm De9226€ 341-4266 BUILDING:., TYPE CONST. . OCC: GRP. A.P. Number 774-103-rO009 Legal Description Project Description ly. il" State Lic. City DM MG M. VVEM '125 - & Classif.. VMS Lic. # Sq. Ft. - 46 No. - No. Dw. Arch.;*Engr., ..... .. _ -Si,,.., . Stories. Stories.. :. , .. Units Designer zl#L% k New, [Z Add ❑ ' Alter ❑ Repair ❑ ' ;Demolition ❑ Address Tel. City Zip State Lic. #. _ LICENSED CONTRACTOR'S.DECL•ARATION ,• , _ ' S : 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 forcerand ,effect. aY.f.Jr / . e iZry... SIGNATURE DATE 1 OWNER -BUILDER DECLARATION ' Estimated Valuation I hereby affirm that I am exempt from the Contractor's License Law for the following, Yl3y3I , EaA,t _.reason: (Sec. •7031.5, Business and Professions Code: Any city or county which requires -a - permit to construct; alter, improve, demolish, or repair any. structure, prior to its' issuance- also •• _ "- requires_ the applicant for such permit to file a, signed statement that -he is licensed pursuant to - = PERMIT•• •' AMOUNT the provisions of the Contractor's License Law, Chapter 9 -(commencing with Section .7000) of. - • .ti _ ,Division ar 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.. - .'250.00 • subjects the applicant to a civil penalty of not more than five hundred dollars ($500)... ,.. ' , ' : . —' ' PIan,Chk. Bal. ❑ 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 . 5...64, Const: Y' o- r •^ : 7 • , Professions Code: The Contractor's License Law does not apply to an owner of property who • r• 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' Mech. -34-.50 , or improvement is sold within one year or completion, the owner -builder will have the burden • 'Electrical' of proving that he did not build or improve for the purpose of sale.) ,' - -- .'63 .. O I, as owner of the property, am exclusively contracting with licensed contractors to con- Plumbing. 93.00 strucl the project. (Seca 7044, Business and ProfessionsCode: 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.) - S. M. 1. Grading 2010} 0-1 am exempt under. Sec. B: 8 P.C. for this reason - Driveway Eric. ,%+ Date owner Infrastructure t69.$6 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 • ,, 0 Copy is filed_ with the.city. .•p Certified copy is hereby furnished. TOTAL 2329.19 2,279.09 _ ;'• 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 tha 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 -Workers" 'ZONE: - - BY: - subject 'to ,the Compensation's provisions o% the' Labor Code, youu must forthwith ' comply with such provisions or this permit shall be deemed revoked.' .. ,Minimum Setback Distances: • . Front Setback -from .Center Line Rear Setback from Rear,Prop. Line <• coNsrRucnoN LENDING AGENCY - -1 hereby affirm that there is a construction lending agency.for the performance of the V Side Street Setback from Center Line = • • work for which this permit is issued. (Sec. 3097, Civil Code.). - -. Side Setback from Property Line - - •' ` A` Lender's Named y , a Lender's Address This is'a building permit when properly filled out, signed and validated, and is subject to 'FINAL DATE T ' INSPECTOR expiration if work thereunder is suspended for 180 days.29 I certify that 1 have this es ' read application and state that the:abo4e information is correct. . I ISSUed by; Date Permit agree to comply with all city and county ordinances and state'laws relating to building construction, and hereby authorize' representatives ofdthis city, to enter 'the (above ;i ,mentioned property for inspection purposes: J. 10 • '= Validated by: . . Signature of applicant— , <+ `r / • • Date' o`"/ - _ Mailing Address -v` f - Validation: ' City, State, Zip . a •A6410 9 29 72%9;',.1,•9 Cti; - HARD COPY _ . i ,r ` CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SQ. FT. ® $ 2ND FL. SO. FT. ® POR. SQ. FT. p GAR. SQ. FT. p CAR P. SQ. FT. WALL SQ. 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 ROUGH PLUMB. FLOOR DRAIN MECHANICAL FEES STORAGE TANK WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASH ER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED HEATING (FINAL) LAUNDRY TRAY AIR HANDLING UNIT CFM 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 SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL 7 3. SQ.FT.GAR Q 3/ac HOUSE SEWER REMARKS: 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 OUND PLUMBING UNDERGROUND A.C. UNIT COLL, AREA SLAB GRADE -L lNyf ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS /!I 6 r SEWER OR SEPTIC NKr ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. % b GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EOUIP. 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 /Z VENTILATION FIRE ZONE ROOFING'/`%/ FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING I 2V MESHH' 14 I B'DLATIONISOUND Ila FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL 7 3. '%9► //j I/ REMARKS: I RJr=I I VnA WR MRI VMCQ1 OY l 1 INLA, GARDEN WALL FINAL r j' \f1Ep J S = = ° Desert Sands Unified School District y BF-RMUDA DUNES RANCHO MIRAGE ? 82-879 HIGHWAY 111 o INDIO. CALIFORNIA 92201-5678 ® (619) 34748631 INDIAN WELLS H PALM DESERT a J' LA OUINTA., 410 INDIO, September 29, 1986 City of La Qui'nta Department of Community Development 78-105 Calle Estado La Qui'nta, CA 92253 Re: 53680 Avenida Madero Gentlemen: The developer of the above referenced lot has miti-gated its impacts on our overcrowded schools by payment of the amount of $628 per unit to be applied to the cost of district educational faci-li.ties made necessary by such new development. Sincerely, —J,John D. Brooks Assistant Supe.ri,ntende.nt. Business Services JDB/crm D Z 0 H U W CO Z O U w CO U) `1 Q W M U Z 0 0 W U) COUNTY OF RIVERSIDE, ENVIRONMENTAL HEALTH SERVICES DIVISION L— PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Applicant: Submit this form with four copies of a scaled plot plan (1.20 scale) drawn to County specifications required on the attached check list. A non-refundable filing fee of,$W is required when the application is submitted. Check must be made payable to the County of Riverside. J.si ( L Building (74A_ Department Application Log # `Name'^(pwner, Agent, Contractor, Etc.) /^ / - /C /p 0 „ / C C C 4A C. Mailing Address ` j 2 1 l V (1' itY-• r LvVt. . - State --- Zip Code /..2 Z ( Telephone 341 Job Property Address! <L c'City or Oeinfx1LK titY' +• w *Legal Description of Property. Lot. PM, I ,y 9 P( ) 'Assessor's Parcel No. Water Agency oygWe,. _nn 1 lr %%r*`Lot`Size Use of Permikt +,, Y k G4.(i rl-d',a Planning Case Q — V WD SFD, MH Site Preparation Etc. f'/i 1 OLS Signature of Apphcan Date 'The above information must be verified from Building Application STAFF USE — DO NOT WRITE BELOW THIS LINE Initial Date Certification of Existing S.D. System required. ❑ Yes c`No i✓ ! ' WOCB Clearance required. ❑ Yes ❑ Noa Soils feasibility report required. ❑ Yes 2 N, O;' Detailed boring report required. E] Yes Q40',. Detailed contour plot plans required. ❑ Yes 0"No #Instion r Staff Specialist approval required.E[EE ❑ Yes E3. -No Date- -Soils/boring report by nn Project # Date Soils Map Page / Soil Type Approved by _ allel _Date-" Type of System: V te rr' No. of Bedrooms (1) Septic Tank Soil Rate Required ❑ Existing 0*f1'ew El Additional 11 Replacement # Gals.i et (2) Leach line sq. ft. Sidewall allowance Install­,_Line(s) Ft. Long, Ci LeachbedSq. (Bottom trench area) ft. rock/ -Sq. Ft.Ft. wl a ith .min.__inches Ft. of botto,:Q— per running ft. C-N7X_ rock below drain lines area p 9 p Applicably_ Leach lines/bed-special design for slope:JP; (3) Pit'Diameter , No. Pits iI Seepage Pit total depth Overburden factor — og `,) Max. allowable depth /N/A_ This application is_approvedfdemied•for the design of a subsurface disposal system as indicated on the accompanied plot plan using the requirements set forth in Section B above. A building permit is necessary for the installation` of the above -designed system. (1 Septic tank and sewer lines must bA from any wells ` y , , y — /, a- .r, cv' t.. ✓i j Leach lines (2) must be 100' min. from any \kells including expansio area (3) Seepage pits must be 150' min. from ny wells including expansion area-// o1-► ,.dP.'a '! FLr /,, FVJ/ Signature of Health Official ' Date .- RECEIPT NO._ C/a' a-- Issued by— e>K _ Date—L—_ _ T F District: EJ 9 ndio ❑ Hemet ❑ Perris ❑ Rancho Calif. ❑ Blythe Distribution: WHITE—Office file YELLOW—Applicant PINK—Bldg. Dept. GOLDENROD—Pending File DOH SAN 122 (Rev. 2/86) . A04 Pe 8.E(a 1/83 284-65 (2/83) : L gA.WATORY MEASURES ''fit.: _ : 3T It/jW -r:. l► lZt. 7u: Ings sub, ac .onta:n the f,;tt :.4 ,tsasurs raga- Lass o; :,:J F . ELD- ` IDESIC!tEZ " E-K IIYSP!CTTONI Co?efEVTS. OE5CRI?TIOK' NOT C _._-.. mandatory. Featsres and: Devices I I CK Irk i CK OK, I. I S2-5352(a)' Minimum ceiling insulation I . 13-19 weighted average S2-5352(b) Loose fill insulation manu:acturer's :abelad R value §2-s3s2(c) 0 Minimum wail: insulation in framed ( R, I I walls R-11 weighted average (does I : I I not apply to exterior mass walls),I §2-5352.'dJ I, Infil:ration control 1. Doors and windows weather- I I I stripped 2. ;Al joints and "penetrations I ' caulked and sealed 3. Doors and windows certified 4. Exhaust systems have damper controls 5. Masonry. and factory-built I I I I fireplaces have ! a. tight fitting,-closeable) metal or.glass door b. Outside air intake with damperand control i. C, . alae damper and control' So continuous burning Sas Pilot { I I allowed I I. Q2-sass(•) I / /] f I II I . Vapor Barriers is Cliaats Zonas 14 and 1e ooiy 424352O'/ Ducts constructed, installed and -lasulatud per '.hapeer 10,. 1976 UMCI §2- Mi . rl _ ru,L,: C a I I I I 8.E(a 1/83 284-65 (2/83) : r Unit Mass Capacity (UMC), Btu/( of - ft') 1 CALCULATION WORKSHEET .age 2 of 2 / ft: G_ IC:aI MC F total floor Area UNC - - - Thermal Mass for Chapter 4 q Static Heat Capacity (HC) of Material, Btu/(cF • ft2). Btu Ib: - X X in. - 12 In a /eq Ib 7—F1DtC,1,C F Olns,IY j fj ;n,C k:.OU 1. .ft HC of 1 •. Hea 1 Btu XX in 12• — : oAc.f c Ib •'F _ In - oensily 2 ft tn,crness 2 ft HC of Thermal Mass for Chapter 3 ■'tat 2 Btu ;b In Proposed South I' s•Dleuf3 Ib •'F X X• In — ot'ns t 3 ft 3. tn,Ck-. y ess 3' 12 — /off f H , : 1 c o 2 Glazing Area = ft BTU Ib .. X . in area from Plans sotcur,c Ib • cF I+en a X in - Dens„y a ft - :n,ckness a 12 h HC of a I Btu Ib Minimum South Glazing Area X soec,,,c to •cF 3 X in - otnsoy 5 ft ;n,crness 5 Heat 5 12 In }! HC of g t ft2 X 0.64 = ft2 Resistance (R) of Material, (hr - ft2 -cF)/Btu Ictal floor T,•.•m Um area allow!° Btu • in South Glazing Area Justified by Mass in - tn,ckness 1 _ ,3 conoumv,ty hr - 1t2.cF R of 1 (k) O f ;. Btu - In -' '.►. = 2 in -, :n,ckness 2 = fbg c0nauc:,..:r hr . ft -'-0F R of 2 arcr of Yoe l I r"""' r'4 ass are, ,or 1 ,■+'" Y p! ,} (k) of 2t Btu • In I. : 1 in _ tn-ckness 3 = co(o)koci—ty hr - h2•°F R of 3- arty °, lY 2 l r nasal t'ea for 2 goo Z. k 1 3} Btu:` ^ a';✓4o.3 /](( /a C : P( s 2 ft I I In r tn,ckness a conouct...;y hr . fT2 F R of a ua, <. r:norma r au.) ary to, 2 Hctor of B.0 • In ft In _ tn.ckness 5 2 ° = Conuc1• 1Y hr . ft F R of 5 a I art, Cf ' /p!W .. .” f : ,...: Inti mal m.23f a'U fCr 6 4c:or Pt 4 (kl015 ,£t2 X C,! I arae ' ts'De 5` e•rr•e m 'Act°` ass Capacity (MC). of Building, Btu/cF -,s of I ` %/ B;u ® I Justified Area* ft- x a'to of mass 1 = MC 'a C: :I I CF • f;2 MC of mail 1 area or ma : ; Btu I .T , h s area n -us; oe treater ft2 X area of. mast 2 = MC factor 2 -F. • f;2 G4 o! •nasi 2 alar c- egja :C- 5•_f he Btu I abover p pposeC design ana ft2 X araa O' .au'3 MC (actor 3 `F - };2 — MC c' mass 3 I — minir:um a;lov/ec areas J f12 X Btu _ ' area of mass 4 _ MC :actor 4 T. ft2 me of mass < I Other .' Area of mass 5 MC Iac;o, 5 :F f;2 MC of mass S I Total MC i 1.2---a I r Unit Mass Capacity (UMC), Btu/( of - ft') 1 --,6, N Btu _ / ft: G_ IC:aI MC F total floor Area UNC - - - I Fti q I E3 a;C CEC sunnMaAY FO -rail 2 pow 2ot2 rte - wale" address HEATING, VENTILATING, AIR CONOITIONING SYSTEM Pointy " 10. Hemkq (fill in inlormadon an propo>wd syttor") Canval Gar Fumaa i✓/ 8tuft Melt" cagew =y Hat Puma - f%/8 S/l / - r- v3 brand and moats Aumoer 41, 92!) p Btu/hr IwetHq raPMty at 47 AcdvaSolar typo (1 quta or air) c allectaw brand and mode! number Saar rractlon fts e ttlnleaor area couaaor orientation collector lilt.ram ted fated !loos y • rntvcaot Otfvr deaalbe 11. Cooiinq (fill in informadon on proposed system) Ekcthc Air Conddonsr / brand aea mode! etonber sonar." gait gtuA,r, swou" onadty at Is l, w - .at-csc POW Toad from ftp 1 T@W P" pew* .. : I THE'RMOPANL Iiisul;iliiig(;I.Iss.illif.,..I.! "0- with Va ri-Tran coating applied , I" Ovi!iall L0161III IV(I Ul IWO lIG"IS (11 (11;ISS Willi I ip'icf: 1111111 deal I .......... Clear with Silver I -M 1-114 7 1.5 13 2.0 __ 8 11 44 33 3.0 43 96 47 2 7 .41 1 2.3 18 G 17 15 t .15 .16 55 173 52 30 2 24 2* 22 .21 21 .22 JV 22 V 214 . . . . . . . . . . 3.' .45 1 2.6 30 26 !27 .26 .26 27 1-120 18 25 F 1-6 27 VOW14 tls,,Ull 6 28 43 136 .48 2.7 .41 2.3 .18 .16 .17 + - 5/ rI 4 3-1 811 3.0 1 13 2.0 10 26 CLEAR lb 2- 80 Ij4 14 P) 55 62, 3',. 3? 56 5 49 2 8 83. 22 4H. 52. 5H 64 202 .54 3.1 .45 2.6 .28 .24 .25 .24 24 8 Go 1-608 533'1 7 33 3.0 8 0 49 48 47-, .51 51 BLUE- "16 5 70 44 12 135 426 14, 3.6 .56 3.2 .57 3.21 .49. 2.8 .63 40 .44 .41 .46 1 48 6 65 37 11 12' 381 ! -- .56 .36 .39 .39 44 43 GREEN 3.0 13 2.0 8 25 2 '0 51 62 1 -.53. .54 1 1 2.6 3 56 1 53 9 14 1 1 149 1470 ().'1 511 1 20 18 2.5 11 20 1 10,, .44 48 .44 48 i 5 1 11 GREY-, 316 5 46 43 7 131 413 3.6 3.2 64 .56: .57 321 49 2.8 6 .39 .42 .41 .45 1 .47 s. G 37 34 6 115 :363 3 35 .37 .4 37 1 22 .27 .26 -.26 27 Grey with Silver 3-114D. 3-120,9 3 61 55 10 153 482 631 57 .57 .48 2.7 72 45 .50 +44 49 I 53 ?'r6 5 52 44 9 135 426 102 32T 58 .44 .4.1 .46 .48 BRONZE 3.61. 1 321 .571, 8 3.21 .49 2.8 6. 44 1 36 T 7 117 369 . 54 .35 .38 .37 .42 43 3.0 .64 2.5 .56 I I i 1 with Va ri-Tran coating applied , I" Ovi!iall L0161III IV(I Ul IWO lIG"IS (11 (11;ISS Willi I ip'icf: 1111111 deal I my I ... . .. .............. I " : ..*".- ".:". ...;. I!.,. . ...I Mel " :. If, 1 .Ir. m. ... If ..... .... .. A, ..... ...... I-,; .... .. ....1.1.... ..1., Theiatupdrie Unil With 8fowe Oulliumd Lighl Total Solar Transmittance -01 - If Average Daillignt Averap Daylight 04 .......... Clear with Silver I -M 1-114 7 1.5 13 2.0 __ 8 11 44 33 3.0 43 96 47 2 7 .41 1 2.3 18 G 17 15 t .15 .16 55 173 52 30 2 24 2* 22 .21 21 .22 68 214 54 3.' .45 1 2.6 30 26 !27 .26 .26 27 1-120 18 25 F 1-6 27 1.208 7 1.5 6 28 43 136 .48 2.7 .41 2.3 .18 .16 .17 15 T15 .16 Clear with Golden 1.214 1.220 3.0 1 13 2.0 10 26 .52 30 .44 2.5 .24 .2' .22 .21 i .21 1 22 18 2.5 14 24 64 202 .54 3.1 .45 2.6 .28 .24 .25 .24 24 25 Clear with Light Gold - 1-608 7 1.5 7 33 3.0 43 136 48 27 .41 2.3 18 16 .17 .15 .15 16 2 -108 10 7 1.5 5133 5 33 41 129 50 2.8 .42 2.4 .17 15 .16 1.4 .15 .15 Blue -Green with Silver 2-1140 2-120:! 3.0 13 2.0 8 25 2 '0 51 62 161 195 -.53. .54 1 3.0 3.1 .45 2.6 .22 .20 .21 iq • -.19 1 20 18 2.5 11 20 .27 .24 .25 .2-3 .23 .24 3-108IJ-1) 5 1.5 9 9 1 11 55 173 .53 3 0 .45 2.6 24 .21 .22 .21 22 2 13 3 9 9 68 214 .56 32 .47 2.7 30 26 .27 .26 -.26 27 Grey with Silver 3-114D. 3-120,9 2. 0 18 2.5 19 9 7 7 80 1 251, 57 3.2 .48 2.7 36 30 31 .30 31 33-, 3-134 _T 30 , 40 29 7 102 32T 58 3.3 .49 2.8 -4,7 39 .40 40 3 4.108(D 7 1.5 7 15 51 161 .52 3.0 .44 2.5 .22 .20 .21 119 .19 .20 13 2.0 0 11 11 62 195 55 3-1 .46 2.6 .27 .2 4 .25 23 .23 .24 Bronze with Silver 4-114(j) 4-120u) 2.0 18 2.5 16 9 72 227 .57 3.2 .47 2.7 .32 .27 .28 .27 .28 L63 29 30 4.0 24 7 4.134 92 9- 0 .59 3.3 .49 2.6 .42 .35 .36 .34 3 with4-608k,) Gold rByhlze 7 1.5 6 14 2.0 49 154 W .30 .44 2.5 :,1 .19 20' 18 1 18 1 19 my I ... . .. .............. I " : ..*".- ".:". ...;. I!.,. . ...I Mel " :. If, 1 .Ir. m. ... If ..... .... .. A, ..... ...... I-,; .... .. ....1.1.... ..1., Theiatupdrie Unil With 8fowe Oulliumd Lighl Total Solar Transmittance -01 - If Average Daillignt Averap Daylight 04 tk DA Step 1: Enteron the fors the valuei 'or:each micas, E j L lding plan &Ad specifications sheet. q ' Enter points on this page we,*..a working. t ugh Q `fi'K sy, tem ili Ing Shell , % Measure Points.. c c PUN2 Total Floor .Area :1L G+v 'Pft 1. Slab -on -Ground; Perimeter /7 fit:, Depth _ in. R- 2. Raised Floor R-Yalue. R- 3. Ceiling Insulation or Construction Assembly 2 R- ?- 777- Attic-; Percent of Roof Over Conditioned Space L_. :7777 4t 4. Wall Insulation or. Construction Assembly. •,..R- K'_> -_ Glazing; Total Y Fl or Area Single Double Tri le 5. North -Facing. 7.9 t. ft2 .//4 ft ft ft aZo ft ftz„_ X :..... Y 7/7- 6. T 6. East -Facing / S ft 773=-f t2 ft"- ..._. . 1. South-Facing...2 Z o 8. West -Facing i ft 2 a9 ft, ft2 - 9. Skylight. ft 0_ft 10. Shading Coefficient ..`.. , (excluding overhang.) _ a. East o Sc . b. South.S o o- / c. West : C . . . . . - d. North* a . . . SC. `. o e. Sky] i ght Sc . . . . . . .. 11. Horizontal South Overhang length. . . . ft . . Movable Insulation, % Floor Area, % • • • . • • • • • • Infiltration (indicate Standard, Me ium o ig t) .4. Thermal Mass ®` Exterior Wall Thermal Mass Area, Heat Capacity, R -Value 4111,11- ft?, HC, R7 Interior Thermal Mass Area, Heat Capacity; R -Value a /8 ft2, . / HC,11 R = /O HVAC System*' 15. Gas Furnace without Refrigerati n Cooling A114 -SE (Seasonal Efficiency). • • • • • 16. Heat Pump (-Energy Efficiency atio)***' SEER 11. Gas Furnace with Refrigerati n Cooling*** Seasonal Efficiency and S asonal Energy Efficiency Ratio. • • • '+SE 1 / SEER 18: Active. Solar (Net Solar F action, %)• . -• gjA . %NSF _ .19. Zonally Controlled Elect is Resistance Space Heat n9 •: Yeses Domestic Water Heating** 20. Solar With Gas Backu (Net Solar Fraction, Z) %NSF .21. Othe- Water Heating Oescribe type). Point S stem C mpliance Total. o o o o Go.4G - *North shadinq ea ns poir-; only in Climate Zones 8,'9, 10, 1 13, 14 and 15. **Attach documentation roe efficiencies and Net Solar Fraction. ***Heat pjmps and refri,ger+l.-on cooling do not earn points in Cli ate Zorn -s 1, 3, 5, 7 and 'F. For 1 j.. -+t1 Se KeSlaenLI41 OU I IY: (exc.;t hotels and motel -s) Revise • Step 1i Enter on the fors 'the values 'o r each ■eas ` j:r+y;5U , 1 di ng plan dad specifications sheet. TITLE p2. Enter points: on this page ..+ 'e woing t ugh, int sy tem rt . ilatn Shell mac, c . `,c ` c Measure Points 4 M?LTA Total. Floor Area .. ly C.1l.(:G . /3 ft2 . 1.. Slab -on -Ground; Perimeter ft. Depth in... •. R• A 2. Raised Floor R -Value. . . . .: R- 3. Gelling Insulation or Construction Assembly R- 2 Attic,,'Percent'of .Roof Over Cond.iaio.ned.Space.Y ft 4. Wall Insulation or Construction Assembly... . . •' R• Glazing; Total % Floor Area S1_ ngleDo= Triple S. North -Facing. % ft 77 ftZ _ftZ 6. East -Facing ., : ft2ft2 ft2 a 7. South -Facing. . . r t ft2 . ft __ft 2 8.. gest-Facing . . ./ / ft2 i ft -ft 9. Skylight. v X ft ft 10._ Shad i.ng Coefficient (excluding overhang) _ a. Easta . . . $ Sc . . . b. South.X: . . . . SC . . . . . . /._ c. West ' . . . SC.. d. North* §_.10.. . . . . . C e. Skylight ; ?. . . . . . . . 7d SC . . . . . . . . . . . o 11. Horizontal South Overhang Length. . eft Movable Insulation, S Floor Area. . r^ s Infiltration (indicate Standard, Medium_or T 9 it) .4. Thermal Mass Exterior wall Thermal Mass t2.HC. R - Area, Heat Capacity, R -Value Interior Thermal Mass/ Area, Heat Capacity, R -Value 2! ft, HC, ,R• '7/ ua /.6 HVAC System** 15: 'Gas Furnace without Refrigeration Cooling (Seasonal Efficiency) . . . •`• E 16. Heat Pump (Energy Efficiency Ratio)*** EER 17. Gas Furnace -with Refrigeration Cooling Seasonal Efficiency. and Seasonal -SE .//SEER 0Energy. Efficiency Ratio • 18. Active Solar (Net Solar Fraction, %) . . . . . . =%NSF 'T 19. Zonally Controlled Electric (Ye( o Resistance Space Heating • Domestic Water Heating * 20. Solar.With Gas Backup (Net Solar Fraction. S) .. SNSF 21. Other Water Heating (Describe type) -- Point System Compliance Total. *North Shading earns pout; only in Climate Zones 8, 9, 10, 12, 13, 14 and 15. **Attach documentation toy efficiencies and Piet Solar Fraction. ***Heat pimps and refrigerit•on cooling do not earn points in Climate Zones 1. 3, 5, 7 and 'E. !tANDATOXY %MA5 RES CHECKLIST ?LAN OESCRZD'fioPi IDES:- 11 -ER I CREA I; :?E 7T--, IOT ' I. %OT 52435200( I OK A OK Setback.the:-sos'at on all heating I' I or cooling yvscess except heat PUMPS 'pacer heater insulation blanket (g-12 or greater) blanket; first 5 feet ofp ides closest to tank insulated (R-3 or greater) I "; 2-5352(jJ I I I I I ?ipe insulation on stem and I I I I I steam• -condensate return.and re— I LS I I I I circulating piping I I I S2 -5352(k) I I I I I I Swimming pool heating 1. System has I I I I a. On/off svtt:Ii on heater.) b. '-'eatherproof plate on I ' heater c. ?:gibed to allow for sear ` 2. 75 perces: thermal efficienc7l ! I I I I for gas :eater I I I I I 3. Pool cover 1. b. Time c:cck I I 1 I I I 5. Directional water inlet I I I I I $1-5352(tJ ( I' I I 1 I Gas cook: ng appliances equipped with intermittent ignition device I I I I I $2-5352(m) I 1 Lighting -25 limens/watt or greater) Nis i i i I' for genera: lighting in kitchens I and bathrooms I Equipaant E: f iciencZ I i I I t 42—S30g and 2-5307 ( I I 1 HVAC equipaent water heaters and showerheads and faucets certified by CLC. Indicate Sake Sad =Wel I ( I I I number. Insulation 1391ity X52-5303 Insulati:o specified or installed Ic1 i I I I i meets C -r-- duality taadards. Indicate -ype and ors. I 44 78-105 CALLE ' ESTADO - LA QUINTA,' CALIFORNIA 92253 (619) 564-2246 July 9, 1986 J � 47 Mr. A. C. Hipp 4)P7 33-255 Date Palm, #30 Cathedral City, CA • 9223:4 'LD l— ((Q RE: PLOT PLAN NO. -86-337, Approval to Construct a Single -Family Dwelling on the East Side of. Avenida Madero; 200' North of Calle,Arroba. Dear Sir: This letter is to report approval of your application.to build a single-family house at the location described above. This approval is"subject.to the conditions listed on the attached sheet. Now that you have Planning Commission approval for 'construction of your single-family home, the next step is to submit plans to the Community Development Department, Building Division, ,for plan checking. An instruction sheet -is attached explaining the requirements that must -be completed prior to acceptance -of the plans for consideration of approval. Please contact the g Building Division -if you have any further questions'regarding fees, eta. Very truly yours, COMMUNITY DEVELOPMENT DEPARTMENT- - PLANNING DIVISION Gary. W. Price .Associate Planner GWP•dmv Atchs: 1. Conditions,of Approval 2. Instructions for Submitting Plans .for Plan -Check MAILING ADDRESS ` P.O. BOX 1504-- LA QUINTA, CALIFORNIA 92253 THIS APPROVAL IS-SUBJECT,TO THE FOLLOWING CONDITIONS: 1. The development of the site shall be .in conformance with the Exhibits A,,'B, and C contained in the file for Plot Plan No. 86-33,7,'unless otherwise amended'by the following conditions. 2'. The approved plot plan shall be used within two"years of the approval date; otherwise,, -it shall become null and void and of.no•effect whatsoever. By "use" is meant the beginning of substantial construction,.'not including grading, contem- plated by this approval which is begun within the two-year period and is therefore diligently pursued to completion., 3. Water and sewage disposal facilities shall be installed in accordance with:the requirements of the Riverside County Health Department: 4. Fire protection- shall be provided in accordance with the standards of the Uniform Fire Code' as adopted by the City of La Quinta. 5". Prior to the issuance of a building permit, the developer shall submit and have approved,• a detailed landscape plan for the front yard showing the species; size, location.and spacing of all planting materials, including a minimum of two (2). 15 -gallon, street trees. The plan shall indicate the irriga- tion system and the location of the required three (3) outdoor water spigots. Prior to -the issuance of a Certificate of Occupancy, the Appli,cant'shall install landscaping in Accordance, with the approved landscape plan. All trees and plants shall be maintained in viable condition for the life of the approved use 6. The.heating and cooling mechanical equipment shall be ground mounted, or-screened,.entirely by the roof structure. 7. Refuse containers and bottled gas containers shall -be concealed by fencing or landscaping. 8. The driveway shall be.surfaced with concrete and have asphaltic concrete connecting pavement (a"2" x 4" header) to.the existing street pavement.' 9. The. Applicant shall obtain clearances and/or permits from the following agencies prior to -'submitting these plans to ,the Building Department,for.plan check: * Riverside County"Health Department * City Fire Marshal' *-Community Development Depar:tment.,Planning::Division * Desert Sands Unified School District CONDITIONS (Cont'd) PLOT PLAN NO.., 86-337 10. The Applicant shall pay a_school development fee as determined.by the Desert: } DATE. 6/1/84 REF . 25-15,1DES. BY; SC SEO STANDARD CUTOUT FOR 4x2 OUTLOOKER * CENTER VERTICALS VARY AS REQUIRED BY VENT SIZE OR OUTLOOKER °CUTOUT FOR 4x2 OUTLQOKER r I w __ d n •y° P G CcmpuTrus Inc. FOR GABLE ENDS UNDER 6'-8" IN HEIGHT 'TflFJ`67-: D 2 CAM Ara e ** MINIMUM GABLE STUD GRADE - 2x4 STANDARD GRADE HEM -FIR B d: Ei'+'• .—i ' °✓i ` s 1'PKpafis CII[a tteR row° MfY*a1M VImQ !id STP !- rT P ACCORD. " O i t GM.OK v ,3 ; ! i e',,y GABLE END S p 6 VcI T H gUr. . 5 i I - ;i _ C -2.5x4.3 FILE NO: GABLE END (2) 2x4 BRACE AT 16'-0"o.c. OR AT CENTERLINE. ATTACH WITH 16d C -1x2.6 Typical w NAILS SHOWN IN ( ►. . z (2) 2x4 STUDS ** STRUCTURAL VF(2) TRUSSES C -2.5x4.3 16 PLATE MAX. ` C -2.5x4.3 (Spl) VARI S *' DATE. 6/1/84 REF . 25-15,1DES. BY; SC SEO STANDARD CUTOUT FOR 4x2 OUTLOOKER * CENTER VERTICALS VARY AS REQUIRED BY VENT SIZE OR OUTLOOKER °CUTOUT FOR 4x2 OUTLQOKER r d n •y° P G Ir xort i ;' BRACING FOR GABLE END 2 CAM Ara e °. un ` ' 1'PKpafis CII[a tteR row° MfY*a1M VImQ . t GM.OK IIAILTM e p - ;i FILE NO: GABLE END DATE. 6/1/84 REF . 25-15,1DES. BY; SC SEO STANDARD CUTOUT FOR 4x2 OUTLOOKER * CENTER VERTICALS VARY AS REQUIRED BY VENT SIZE OR OUTLOOKER °CUTOUT FOR 4x2 OUTLQOKER r Ile ROOF TRUSS a Ed EQUAL PANELS TOP CHORD BOTTOM CH solth It. 3 EIUZPAN LS ORD' % 0 TI DOLIG.FIR % jr4 or 2X6 C -2.5x6.0 to 36'-8" C -2.5x4.3 to 28'-6" HEM -FIR B2 LLPJ 81 2x4 C-326:0 -_[id 36 _C=2 -.-5x6.0 E6-35'-8Kowl 0 4 CENTERLINE SPLICE ALTERNATE SPLICE (132) NO SPLICE C-2.5xC.-3--to 23'-V a C -3x6.0 to 36'-8" C -2.5x4.3 to 36'-8" C -2.5x4.3 to 36'-8" SPAN TO 36'-8" SPLICE C -5x5.1 to 36'-8" Vs SYMMETRICAL ABOUT CENTERLINE FILE NO.: TRU43 36 5- 40* CHORD FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRAD . E AND SPECIE INDICATED SIZE 2400 : 2250F 2100 F 1950 F 1800 F 1650 1450 F SS DF 41 DF #2 DF SS HF #1 HF DATE: 6/1/84 2x6 36'-8" 36'-8" 36'-8" REF.: 25-1 DES. BY: SIC TOPCHORD F2.4 34'-0" 33'-4" 33'-0" 32'-3" 31'-8" 3l'-0" 29'-8" 33'-0" , 33'-0" 32--1" 31'-0" 31'-0" L SEO.: STANDARD BOTTOM CHORD I 2x4 36'-8" 34'-5" 31 '-8" 34'-11" 36'-8" 34'-4" WEB MEMBERS - 2 X 4 STANDARD OR STUD GRADE HEM - FIR, 2 x 3 #2 HEM - FIR OR AS NOTED ON DESIGN Z MWIMEE) C; IL General Inc. INSPEC'nON Is LOAD DURATION INCREASE 1.25 SPACED 2- O.0 Notes. unless otherwise noted: 1. Design to SUppon:oadS as Shown. All lateral force resisting elements ompuTrus ICBO AA -513 such as temporary and permanent bracing to be designed and by LOADING LL •- OL ON TOP CHORD 30 PSF provided others. _ n 2. Design assumes the top and bottom chords to be laterally braced all IN STRICT ACCORDANCE 9L ON BOTTOM CHORD 10 PSF- c. and at 12* - 0" o.d. respectively. TOTAL LdAO40 PSF• 3 - recommended ended bracing details. see "Bracing Wood Trusses, BWT WI UBC 25-17 .5 PSF REDUCTION TAKEN 0.14 • 76-x3 co Inn Truss Plate Institute. by 4. 1 ontinuous lateral web bracing where shown BOTTOM CHORD. AXIAL STRESS ONLY S. Impact bridging or lateral bracing recommended where REACTION 1283 shown PEAK B H MMFMRICATED - 6. Installation of truss is the responsibility of the respective contractor. (2x6) C -5x5.1 to 36'-8" 5.0" 2.0" MAXIMUM TRUSS MEMBER FORCES 7. Design assumes trusses are to be used in a non -corrosive enwon- - -dry (2x6) C -4x4.3 to 30'-0" 4.0" 2.0" TI = -2436 BI - 2249 W1 - -560 ment and are for condition of use. S S Design assumes full bearing at all Suppon hown.shimoirwedgeil (2x4) C -5x5.1 10 34:-0 5.10 2.0" T2 = -2096 B2 = 1475 W2 = 727 necessary. (2x4) C -4x4.3 to 30'-0" 4.0 2.0" ALTERNATE SPLICE (T2) 9. Design assumes adequate drainage is provided. 10. Plates shall be located on both faces of truss and placed so their (2x6) C -4x4.3 to 36'-8" center lines coincide with joint center lines. 11. Digits indicate size of plate in inches. (2x4) C -2.5x4.3 to 34'-0" 12. For basic design values of the Computrus Plate, indicated by the prefix C% see I.C.B.O. R.R. 4211 13. The Computnis Net Section Plate is indicated by the prefix -CN-. the B_ SPLICE D designator (18) indicates 18 g& material is used AD others are 20 9a. (2x6) C -5x5-1 to 36'-8" 1.5" Off Panel Splice Note: 12 Off panel point spices are located at 1/5 the (2x4) C -4x4.3 to 34'-0" 1.5" panel length -I- V at either end of the panel indicated. H" 5 NO SPLICE T2 C -1.5x2.6 to 36'-8" .C -1x2.6 to 30'-0" a Ed EQUAL PANELS TOP CHORD BOTTOM CH solth It. 3 EIUZPAN LS ORD' % 0 TI DOLIG.FIR % jr4 or 2X6 C -2.5x6.0 to 36'-8" C -2.5x4.3 to 28'-6" HEM -FIR B2 LLPJ 81 2x4 C-326:0 -_[id 36 _C=2 -.-5x6.0 E6-35'-8Kowl 0 4 CENTERLINE SPLICE ALTERNATE SPLICE (132) NO SPLICE C-2.5xC.-3--to 23'-V a C -3x6.0 to 36'-8" C -2.5x4.3 to 36'-8" C -2.5x4.3 to 36'-8" SPAN TO 36'-8" SPLICE C -5x5.1 to 36'-8" Vs SYMMETRICAL ABOUT CENTERLINE FILE NO.: TRU43 36 5- 40* CHORD FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRAD . E AND SPECIE INDICATED SIZE 2400 : 2250F 2100 F 1950 F 1800 F 1650 1450 F SS DF 41 DF #2 DF SS HF #1 HF DATE: 6/1/84 2x6 36'-8" 36'-8" 36'-8" REF.: 25-1 DES. BY: SIC TOPCHORD F2.4 34'-0" 33'-4" 33'-0" 32'-3" 31'-8" 3l'-0" 29'-8" 33'-0" , 33'-0" 32--1" 31'-0" 31'-0" L SEO.: STANDARD BOTTOM CHORD I 2x4 36'-8" 34'-5" 31 '-8" 34'-11" 36'-8" 34'-4" WEB MEMBERS - 2 X 4 STANDARD OR STUD GRADE HEM - FIR, 2 x 3 #2 HEM - FIR OR AS NOTED ON DESIGN Z r CompuTrus Inc. General Notes, unless other vase noted: PEAK B H (2x6) C -4x4.3 to 24'-0" .4.0" 1.5" (2x4) C -3x4.3 to 24'-0" 3.0" 1.5" B' ( 1 l 5 . C L - CERTI I RI ED Is INSPECT -10N - ICvC : 513 IN STRICT ACCORDANCE WITH UBi, Z -17 PREFABRU rr TED ALTERNATE SPLICE (T2) (2x6) C -4x4.3 to 24'-0" (2x4) C -2.5x4.3 to 24'-0" SPLICE • mII NO SPLICE , ALTERNATE SPLICE (B1) C -2.5x6.0 to 24'-0" C -2.5x4.3 to 24'-0" SPLICE C -5x6.0 to 24'-0" SYMMETRICAL ABOUT CENTERLINE , FILE NO.: TRU42 - 24 - 5 - 40• DATE:6/1/84 REF.: 25-1 DES. BY: SC SEO.: STANDARD MATCH T.C. (2x6) C -5x5.1 to 24'-0" 1.5" panel ten Ih -/• 6- at ether end m the 9 panel iridicaloo. (2x4) C -4x4.3 to 24'-0" 1.5" NO SPLICE . C -1.5x2.6 to 24'-0" D DOUC.FIR 2xG or 2x6 C -2.5x4.3 to 24'-0 . HE.M-FIR 2x4 C -2.5x4.3 to 24'-0" SPAN TO 24'-0" r_ r aar•.rr air trt I a General Notes, unless other vase noted: LOAD DURATION INCREASE 1. 25 IL 1. Design to support bads as shown. An lateral force resisting elements SPACED 24. O.C. such as temporary and permanent bracing to be designed and LOADING provided by others. LL • DL ON TOP CHORD = 30 PSF opt a uqo 2. Design assumes the top aro bottom chords lobe laterally braced all DL ON BOTTOM CHORD = 10 PSF. - -• • 0' O.C. and at l Y - 0" o.c. respectively. TOTAL LOAD = 40 PSf • sm atnK • "—. . 3. For recommended bracing details. see -Bracing Wood Trusses. BWT 5 PSF REDUCTION TAKEN ON '76- by the Truss Plate Institute. 4. 1x3 Continuous lateral web bracing where -shown •. ' - BOTTOM CHORD. AXIAL STRESS ONLY- S. Impact bridging or lateral bracing recommended where REACTION = 840 shown -.. MAXIMUM TRUSS MEMBER FORCES 6. Installation of truss is the responsibility of the respective contractor. 7. Design assumes trusses are to be used in a non -corrosive envbon.. TI = -1534 B1 1416 W1 - -494 mem and are for "dry condition" of use. T2 - -1060. W2 = 528 8. Design assumes full bearing at an supports shown. Shim or wedge it necessary. - 9. Design assumes adequate drainage is provided. 10. Plates shall be located on both laces of truss and placed so their center lines coincide with joint center lines. _ Digits indicate size of plate in inches. . 12. For basic design values of the Computrus Plate. indicated by the prefix ^ "C". see I.C.B.O. R.R. 4211 13. The Computrus Nei Section Plate is indicated by the prefix "CN-• 9" - designator (18) indicates 18 ga. material is used. An others are 20 ga. ' D Oft Panel Space Note: - Ott panel point solices are located at 1/5 the (2x6) C -5x5.1 to 24'-0" 1.5" panel ten Ih -/• 6- at ether end m the 9 panel iridicaloo. (2x4) C -4x4.3 to 24'-0" 1.5" NO SPLICE . C -1.5x2.6 to 24'-0" D DOUC.FIR 2xG or 2x6 C -2.5x4.3 to 24'-0 . HE.M-FIR 2x4 C -2.5x4.3 to 24'-0" SPAN TO 24'-0" CHORD FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED S17F I 94M F I 99511E I 9inn F f 1 Qr r1 F I T Ann G I 1 aSn G I tern[ I Cc nC I mi n[ I N,) nr I cc ur 1 — ur r_ r aar•.rr air trt I a IL wroIL ' tmL opt a uqo IKoaRato - rms. DOQII neon ew.im sm atnK • "—. . , owmi CHORD FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED S17F I 94M F I 99511E I 9inn F f 1 Qr r1 F I T Ann G I 1 aSn G I tern[ I Cc nC I mi n[ I N,) nr I cc ur 1 — ur r_ r aar•.rr air trt I a CompuTrus Inc. ** 2x6 No.2 Doug.Fir to 48'-4" * 2x4 Construction Helot -Fir to 41'-2" *'2x4 Standard or Stud Hem -Fir to 30'-3" PEAK B H (2x6) C-50.7 to 48'-4", -5.0" 3.0" (2x6) C -4x6.0 to 36'-8" 4.0" 2.0" (2x4) C -5x5.1 to 45'-8" 5.0" 2.0" 12 H 74 5 T,larwd NotMa e* una odlerw+se noted: ... „ Fi:.i •t':: . .Ct:c:.SE 1.25 1. Design to support bads as shown AN tateral force resisting elements such as temporary and permanent bracing to be designee and LOADING provided by others LL • OL ON TOP CHORD 30 pSF 2. Design assumes the top and bottom chords to be laterally braced at S' OL CN BOTTOM CHORD 10' PSF'•' " " - _ • L; o.c. and at 17.• 0' o.r- respectively. . TOTAL LOAD 40 PSF• S. For recommenoedbracing details. see "Bracing Wood Trusses. Bwr • b PSF REDUCTtO.1; TAaEx Ox • 76' by the Truss Plate Institute. 90TTOx1 CHORD axlaL STRESS 0:40 a. 1x3 continuous lateral web bracing where shown •. SPLICE p S. fmpact bridging or lateral bracing recommended where - (2x6) C-5 .5x7.7 co 48' -4" 1.5" ALTERNATE SPLICE (T2) REACTION = 1692 - i 5 MAXIMUMTRUSS AaEA:BEF FORCES 73 xo (2x4) C -5x6.0 to 45'-8" 1.5"T1 -7516 a B1 = 7086 V ment and are$or-dry condition" of use. NO SPLICE _ T2 -7048 CompuTrus Inc. ** 2x6 No.2 Doug.Fir to 48'-4" * 2x4 Construction Helot -Fir to 41'-2" *'2x4 Standard or Stud Hem -Fir to 30'-3" PEAK B H (2x6) C-50.7 to 48'-4", -5.0" 3.0" (2x6) C -4x6.0 to 36'-8" 4.0" 2.0" (2x4) C -5x5.1 to 45'-8" 5.0" 2.0" 12 H 74 5 T,larwd NotMa e* una odlerw+se noted: ... „ Fi:.i •t':: . .Ct:c:.SE 1.25 1. Design to support bads as shown AN tateral force resisting elements such as temporary and permanent bracing to be designee and LOADING provided by others LL • OL ON TOP CHORD 30 pSF 2. Design assumes the top and bottom chords to be laterally braced at S' OL CN BOTTOM CHORD 10' PSF'•' " " - _ • L; o.c. and at 17.• 0' o.r- respectively. . TOTAL LOAD 40 PSF• S. For recommenoedbracing details. see "Bracing Wood Trusses. Bwr • b PSF REDUCTtO.1; TAaEx Ox • 76' by the Truss Plate Institute. 90TTOx1 CHORD axlaL STRESS 0:40 a. 1x3 continuous lateral web bracing where shown •. SPLICE p S. fmpact bridging or lateral bracing recommended where - (2x6) C-5 .5x7.7 co 48' -4" 1.5" ALTERNATE SPLICE (T2) REACTION = 1692 - shown •.. S. Installation of truss is the responsibility of the respective coruraclor. 5 MAXIMUMTRUSS AaEA:BEF FORCES 73 7. Design assumes trusses are to be used in a non -corrosive environ - (2x4) C -5x6.0 to 45'-8" 1.5"T1 -7516 a B1 = 7086 W1 - 652 ment and are$or-dry condition" of use. NO SPLICE _ T2 -7048 B2 = 5631 W2 - 1192 B. Design assumes Cult Dearing at all supports snown. Shim w wedge 4 ' T3 -5414 B3 - 4838 W3 = - 598 necessary. . 9. Design assumes adequate drainage is provided. C -2.5x6.0 to 48'-4" T4 -4202 C -1.5x2.6 W4 = 596 10. Plates shat) oe located on both faces of truss and placed so their W5 = - 954 center lines coincide with joint center lines (2x4) C -2.5x6.0 to 45'-8" W6 = 2885 11. Digits indicate size of plate in inches. . ' SPLICE v p B EOUAL PANELS TOP 12. For basic design values of the Computrus Plate. indicated by the prefix _ . -C-. see t.C.B.O. R.R. 4211 - h2 . (2x6) C-5.50.7 48' -4" l pus Nes Section Plate is indicated try the prefix -CN-. 13. The Comw 1M ALTERNATE SPLICE (T3) 83 .5" - designator (16) indicates 18ga.material isused.Anothers are 20ga. (2x6) C -4x6.0 to 48'-4" (2x4) C -5x6.0 to 45'-8" 1.5" (2x6) C -4x4.3 to 36'-8" NO SPLICE 7x4 - ., On Panel Splice Note: DOUC.FIR mI - - Ol: danel point splices are located at 115 the (2x4) C -2.5x6.0 to 45'-8" C -2.5x6.0 to 48'-4"• r -anel leng:n -i - 6- al ei:-e: enc of the panel xncica:ec xar,\ IMG/ a scort a CAR Ma Vr ei 0. txiy0 - atGritta[o' Intl - zrxarzx slaauut .h• sl.rN ALTERNATE SPLICE (B2) wouworr oNyiy ` ' CN18-5.5x17.9 to 48'-4" G oma. i CN -5.5x14.5 to 46'-10" - ..sou SYMMETRICAL ABOUT CENTERLINE 0,°r"'r••' o.` ` `"h FOR rHE SPANS NOTED BELOW. LUMBER SHALL BE.OF THE MINIMUM GRADE AND SPECIE INDICATED FILE NO.: SCI86 --48-5/2.5-40* CHORD SIZE 2400 F 2250 F 2100 F 1950 F 1800 F 1650 F 1450 F SS DF # 1 DF 2 DF SS HF 41 HF D.;.TE: 1/1/85 2x6 48._4x. 4"._ .. 4R'-4" REF,_ 25-1 DES. BY. SC TOP CHORD 2x4 45'-8" 44'-4" 42'-10" 41'-1." J9'-5" 37'••6" 34'-S" 40'-7" 317'-0'7 32'-4" 36'-3" 32'-8" SEO STANDARD BOTTOM CHORD 2x4 48'-4" 4J'-0" 33'-8" 31.' --LO" 44'- " j9 10" 33--4" 37'-5" '- " WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 p2 HEM - FIR OR AS NOTED ON DESIGN ID / ALTERNATE SPLICE (T2) 5 2 x 6 ** 73 (2x6) C -4x6.0 to 48'-4" 2x4*. (2x6) C -4x4.3 to 36'-8" ,(1 C -1.5x2.6 to 48'-4" D (2x4) C -2.5x6.0 to 45'-8" v 72 B EOUAL PANELS TOP CHORD . 2x4 BLOCK h2 6 EQUAL PAr_:ELs BOTTo::: cHoaD 83 7x4 DOUC.FIR mI 2.5 - or 2x6 W t2 82 7t CN18-3x17.9 to 48'-4" L SPLICE 2x4 C -5x14.5 to 45'-7" NO SPLICE 81 C -3x11.9 to 37'-6" CN18-5.5x17.9 to 48'-4" C -25x60 to 48'-4" NO SPLICE C -5.5x11.9 to 45'-4" .. - HEM -FIR C -5.5x9.4 to 42'-10" SPLICE C -2.5x6.0 to 48'-4" CN18-5.5x13.6 to 48'-4" _ C -5.5x11.9 to 48'-4" SPLICE C -5x14.5 to 45'-7" C -5.5x9.4 to 45'-5" CN18-5.5x17.9 to 46'-0" SPAN TO 48'- C -3x11.9 to 37'-6" CN -5.5x14.5 to 37'-3" - i xar,\ IMG/ a scort a CAR Ma Vr ei 0. txiy0 - atGritta[o' Intl - zrxarzx slaauut .h• sl.rN ALTERNATE SPLICE (B2) wouworr oNyiy ` ' CN18-5.5x17.9 to 48'-4" G oma. i CN -5.5x14.5 to 46'-10" - ..sou SYMMETRICAL ABOUT CENTERLINE 0,°r"'r••' o.` ` `"h FOR rHE SPANS NOTED BELOW. LUMBER SHALL BE.OF THE MINIMUM GRADE AND SPECIE INDICATED FILE NO.: SCI86 --48-5/2.5-40* CHORD SIZE 2400 F 2250 F 2100 F 1950 F 1800 F 1650 F 1450 F SS DF # 1 DF 2 DF SS HF 41 HF D.;.TE: 1/1/85 2x6 48._4x. 4"._ .. 4R'-4" REF,_ 25-1 DES. BY. SC TOP CHORD 2x4 45'-8" 44'-4" 42'-10" 41'-1." J9'-5" 37'••6" 34'-S" 40'-7" 317'-0'7 32'-4" 36'-3" 32'-8" SEO STANDARD BOTTOM CHORD 2x4 48'-4" 4J'-0" 33'-8" 31.' --LO" 44'- " j9 10" 33--4" 37'-5" '- " WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 p2 HEM - FIR OR AS NOTED ON DESIGN H" 2x6 It 7v4 ** 2.5 t_ SPLICE C -5.5x14.5 to 45'•-2" C -5.5x11.9 to 41'-7" C-50.4 to 32'-9" 12 (2x4) C -5x5.1 to 32'-0" l.5" 5 NO SPLICE C -2.5x6.0 to 45'-2" T C -2.5x4.3 to 31'-6" SYMMETRICAL ABOUT CENTERLINE FILE NO.: SC144 - 45-5/2.5-40* DATE: 6/1/84 REF. 25-1 DES. BY. Sc. SED.. STANDARD W2 2x4 BLOCK 31X4 or. 1x6 D B2 r 12 1x4 ALTERNATE SPLICE (B2) NO SPLICE CN18-5.5x17.9 to 45'-2" C -1.5x2.6 to 45'-Z" CN -5.5x14.5 to 43'-l" CN18-3x13.6 to 40'-4" SPLICE CN18-5.5x17.5 to 45'-2" CN -5.5x14.5 to 42'-8" /< (rowel Nwet unless otherwise noted: - 1. Oesign to support twos as show n. Aa lateral force resistirq eiemo is such as temporary ant permanent bracing to be designed and provided by other. 2. Desgnessumes the topand bosomchordstobe lateraly Waced alY - 0' o.c. and at 17 - 0" O.C. respectively. 3. For recomment ed biacing details: see -Bracing wood Trusses. BWT'' - 76 by line Truss Plate Institute. 4. 1x3 continuous lateral web bracing where shown •. S. Impact bridging or lateral bracing recommended where shown ••. 6.Installation of truss is the responsibility of the respective contractor. 7. Design assumes trusses are to be used in a non -corrosive environ- ment and are lot "dry condition" of use. a. Design assumes lull bearing at ail supports shown. Shim or wedge 7 necessary. 9. Design assumes adequate drainage is provided. 10. Plates snag be located on both laces o1 truss and placed so their center Ones coincide with joint Center tines. 11. Digits indicate size of plate in inches. 12. For basic design values of the Computrus Plate, indicated by the prefix "C-• see I.C.B.O. R.R. 4211 19. The Compass Net Section Plate is indicated by the prefix "CN-• d» designator (18) indidales 18 ga material is used An Paws are 20 ga. OH Panel Splice Note: Oil panel point splices ate located at 1/5 the panel length -/- 6" at era of the panel rndtcated EOUAL PANELS TOP CHORD FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED CHORD 4 ED PANELS BOTTOM CHORD LATERAL BRACING REQUIREMENTS 2400 F 2250 F 2100 F 1950 F 1800 F 1650 F 1450 F SS DF 41 DF #2 DF SS HF 4" 1 HF Tt Co mp uTr us _ Inc. to 45'-2" (W2)(+) 2 Required on Spans Over 37'-8" LOAD DURATION INCREASE 1.25 43'-5" 45'-2" 43'- 391-51, 36'-2" 30'-10" 41'-5" 37'-4" 31'-10" 35'-4" 31'-2" C-30.4 to (W2) + 1 Required on Spans Over 28'-4" SPACED 2= O C C -5x14.5 to 44'-2" LOADING to ""'•"""`' "`^""` """"^ C-30.4 to 34'-1" LL - OL ON TOP CHORD - 30 PSF DL ON BOTTOM CHORD :;_,IO PSF * 2x6 No.2 Hem -Fir to 45'-2" TOTAL LOAD = 40 PSF+ ** 2x4 Construction Grade Hem -Fir to 44'-3" TAKEN ON ** 2x4 Standard or Stud Grade to 32'-5" BOTTOMCHORD. ATION L STRESS ONLY REACTION = 1581 PEAK B H MAXIMUM TRUSS MEMBER FORCES (2x6) C -5x6.0 to 45'-2" 5.0" 2.0" TI - -6069 BI = 5723 W1 = 112T2 (2x6) C -4x6.0 to 36'-8" 4.0" 2.0" . = -3949 B2 - 5723 W2 = -1983 W3 = 2511 (2x4) C -4x4.3 to 32'-0" 4.0" 2.0" - ALTERNATE SPLICE (T2) g (2x6) C -4x4.3 to 45'-2" SPLICE _ D r (2x4) C -2.5x4.3 to 32'-0" (2x6) C -5.5x6.0 to 45'-2" 1.5" H" 2x6 It 7v4 ** 2.5 t_ SPLICE C -5.5x14.5 to 45'•-2" C -5.5x11.9 to 41'-7" C-50.4 to 32'-9" 12 (2x4) C -5x5.1 to 32'-0" l.5" 5 NO SPLICE C -2.5x6.0 to 45'-2" T C -2.5x4.3 to 31'-6" SYMMETRICAL ABOUT CENTERLINE FILE NO.: SC144 - 45-5/2.5-40* DATE: 6/1/84 REF. 25-1 DES. BY. Sc. SED.. STANDARD W2 2x4 BLOCK 31X4 or. 1x6 D B2 r 12 1x4 ALTERNATE SPLICE (B2) NO SPLICE CN18-5.5x17.9 to 45'-2" C -1.5x2.6 to 45'-Z" CN -5.5x14.5 to 43'-l" CN18-3x13.6 to 40'-4" SPLICE CN18-5.5x17.5 to 45'-2" CN -5.5x14.5 to 42'-8" /< (rowel Nwet unless otherwise noted: - 1. Oesign to support twos as show n. Aa lateral force resistirq eiemo is such as temporary ant permanent bracing to be designed and provided by other. 2. Desgnessumes the topand bosomchordstobe lateraly Waced alY - 0' o.c. and at 17 - 0" O.C. respectively. 3. For recomment ed biacing details: see -Bracing wood Trusses. BWT'' - 76 by line Truss Plate Institute. 4. 1x3 continuous lateral web bracing where shown •. S. Impact bridging or lateral bracing recommended where shown ••. 6.Installation of truss is the responsibility of the respective contractor. 7. Design assumes trusses are to be used in a non -corrosive environ- ment and are lot "dry condition" of use. a. Design assumes lull bearing at ail supports shown. Shim or wedge 7 necessary. 9. Design assumes adequate drainage is provided. 10. Plates snag be located on both laces o1 truss and placed so their center Ones coincide with joint Center tines. 11. Digits indicate size of plate in inches. 12. For basic design values of the Computrus Plate, indicated by the prefix "C-• see I.C.B.O. R.R. 4211 19. The Compass Net Section Plate is indicated by the prefix "CN-• d» designator (18) indidales 18 ga material is used An Paws are 20 ga. OH Panel Splice Note: Oil panel point splices ate located at 1/5 the panel length -/- 6" at era of the panel rndtcated EOUAL PANELS TOP CHORD FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED CHORD 4 ED PANELS BOTTOM CHORD DOUG. FIR 2400 F 2250 F 2100 F 1950 F 1800 F 1650 F 1450 F SS DF 41 DF #2 DF SS HF 4" 1 HF Tt 2x6 C -5x14.5 to 45'-2" 2x4 32'-0" 31,_4'• 30'-5" 29'-6" 28'-5"' 27'-5" 25'-7" 28'-7" 27,_4" 24'-11" 26'-2" C -3x11.9 to 43'-5" 45'-2" 43'- 391-51, 36'-2" 30'-10" 41'-5" 37'-4" 31'-10" 35'-4" 31'-2" C-30.4 to 34'-1" BI HEM -FIR C -5x14.5 to 44'-2" C -3x11.9 to 43'-5" C-30.4 to 34'-1" SPAN TO 45'-2" .%` =:,rTL 4711 tort a tic of R[14 0 1A1E-lova ` 'an' -,l sta,ctw 't,•, FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED CHORD SIZE 2400 F 2250 F 2100 F 1950 F 1800 F 1650 F 1450 F SS DF 41 DF #2 DF SS HF 4" 1 HF TOP CHORD 2x6 45'-2" 44'-4" 42'-8" 39'-9" 42'-10" 40'-9" 37'-7" 38'-11" 36'-10" 2x4 32'-0" 31,_4'• 30'-5" 29'-6" 28'-5"' 27'-5" 25'-7" 28'-7" 27,_4" 24'-11" 26'-2" 241 )TTOM CHORD 2x4 45'-2" 43'- 391-51, 36'-2" 30'-10" 41'-5" 37'-4" 31'-10" 35'-4" 31'-2" WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 d2 HEM - FIR OR AS NOTED ON DESIGN MADLIN'S ENTERPRISES ENERGY BUDGET & MANAGEMENT CONSULTANTS P. O. BOX 1443 -PALM SPRINGS, CA 92263 (619) 324-1731 THIS PROPOSED RE5IDENT.IAL PROJECT HAS BEEN REVIEWED FOR COMPLIANCE WITH THE STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS REVISED TITLE'4' BY MADLIN'S ENTERPRISES. THE . BUILDING DESIGN DESCRIBED IN THIS COMPLIANCE PORTFOLIO IS IN SUBSTANTIAL CONFORMANCE WITH THE STANDARDS. JOB -NUMBER: 10815 DATE: 09/11/86 PREPARED FOR9RICHARD GLOVER CONSTRUCTION OWNER: PROJECT: 53660 MADERO LOT 17 PROJECT LOCATION: LA QUINTA METHOD OF COMPLIANCE: PINTS CALCULATION ORIENTATION OF ENTRY: WEST CI,. f741 U'l N '1"A' Co ems gity D'eVel e-% F4.,4a N d9YS®hL s os gAgPs Catin Lice ACE "w tiaFt 7?rT y 61 P AJ a`3+t .. -00 X22) -N A6 AN -D ALL APPOL, DES ®AT 28 190®, t y,, ises # 43r-975 MARLIN'S ENTERPRISES ENERGY BUDGET & MANAGEMENT CONSULTANTS P. O. BOX 1443 - PALM SPRINGS, CA 92263 (619) 324-1731 . PROJECT: 53660 MADERO LOT 17.7 L.Q. PREPARED' FOR: RICHARD GLOVER' CONSTRUCTION JOB NUMBERg 10815 DATE.g 09/11/86 THE FOLLi'WING INSULATIONS,- FEATURES AND, DEVICES WERE INCLUDED IN THE ATTACHED TITLE 24 COMPLIANCE ANALYSIS TO DEMONSTRATE COMPLIANCE WITH THE STANDARDS. WALL INSULATION — FRAME .................. R=11 ROOF / CEILING INSULATIONo....,..,, ,,,, R=38 RAISED FLOOR OVER UNCOND. SPACE .....,„.. NA SLAB INSULATION ..,.,.„ ,,,,„„ e,,, NONE REQ. GLAZING U VALUE ..... ...„ . ,.... , .65 DUAL PANE GLAZING SHADE COEFFICIENT ,,, „o ,51 CLEAR W/'DRAPES _ GLAZING TREATMENT - SUNSCREENS ........... NOT REQUIRED GLAZING TREATMENT.—_OVERHANGS o... . .,...AS SHOWN ON PLAN 'SKYLIGHTS .. ....o.................o..... NONE _ VENTED ATTIC (88% OF AREA) ......... ., REQUIRED CONTINUOUS INFILTRATIOW BARRIER ...... e .. NOT REQUIRED VAPOR BARRIER .. . ...e,, ., ,,,, NOT REQUIRED ELECTRICAL PLATEGASKETS ..... ........... REQUIRED HVAC EQUIPMENT EFFICIENCY .....e..,..,.,. 8.7 SEER.000LING AIR TO AIR HEAT EXCHANGER . . , , .. ,. . , NOT REO U I RED THERMOSTAT .. .................. ....... SETBACK REQUIRED THERMAL MASS ........ ....,....o........ REQUIRED SEE SCHEDULE DOMESTIC HOT WATER ....................... HEAT PUMP ADDITIONAL NOTES *''CREDIT TAKEN FOR INTERIOR DRAPES - NOT REQUIRED TO BE. INSTALLED PRIOR TO FINAL INSPECTION. GLAZING CONSIDERED TO BE CLEAR IN CALCULATIONS. OWNER MAY INSTALL, AT HIS OPTION, BRONZE OR GREY TINTED GLAZING WITHOUT ADDITIONAL CALCULATIONS. ', - - f `+ s '.• +. 'h ^' ! > .' ',` 3 ". ., i Vii, •" x ' - ..0 '' l ._ i • `rf } ., rr • i + ter. '. . -r MARLIN'S. ENTERPRISES ENERGY BUDGET MANAGEMENT CONSULTANTS P. O.,BOX 14'43 - PALM SPRINGS, CA 92263 (619) 324-1731 PROJECT= 53660 MADERO L.0T"17 - L.Q. JOB NUMBER.' 10815 PREPARED FOR2 RICHARD GLOVER CONSTRUCTION DATE _'09/11/86 H V A C E Q U I P M E N T S C H E D U L E ZONE= ONE - ENTIRE HOUSE MFG.- LENNOX OR EQUAL UNIT ' SYSTEM TYPE., HEAT PUMP -.SPLIT SYTEM MODEL NUMBERS= H016-461 WITH CBIB-51 INDO=OR UNIT - ------------- CAPACITIES° HEATING = 4 ,000 BTUH COOLING = 43,888.BTUH ---------- RATINGS'. 807 SEER THERMOSTAT. HONEYWELL NIGHT SETBACK OR EQUAL MINIMUM SEER REQUIRED = 807 " --------------------- NOTE-". ------------------- NOTE: THE HVAC EQUIPMENT OUTLINED ABOVE IS PROVIDED TO ASSIST -OUR CLIENT IN DEMONSTRATING COMPLIANCE WITH THE`TITLE 24 STANDARDS. FINAL EQUIPMENT SELECTION AND HVAC -DESIGN IS THE -RESPONSIBILITY OF THE'HVAC CONTRACTOR ANY EO U I PMENT SELECTION CHANGES SHOULD BE FORWARDED TO THE BUILDING DEPARTMENT FOR PLAN CHECK REVIEW° OWNER MAY INSTALL,•AT HIS OPTION, A HVAC SYSTEM WITH A HIGHER EFFICIENCY RATING 4 ,. , MARLIN'S ENTERPRISES: ENERGY BUDGET & MANAGEMENT CONSULTANTS P. 0. BOX 1443 - PALM SPRINGS, CA 92263 (619) 324-1731 PROJECT9 53660 MADERO LOT 17 'L.Q. JOB NUMBER: 108.15 PREPARED FOR: RICHARD GLOVER CONSTRUCTION DATE e 09/11/86 M A S S S C.H E D U L E The following mass data was Iincluded in the attached Title 24 calculations to assist in demonstrating compliance with the'standardso TYPE DESCRIPTION SQ 4 F T REQUIRED LOCATIONS ---- IONS~--_ -__ ___ __-_ - 1 _`--_-.~-- LINOLEUM, -VINYL' 'y 15 ENTRY, Fi.I TCHEN 9 TBATI-IRt_ii SMS, ^ - - '_ L I_ T OR CERAMI.C_TILE FIREPLACE HEARTH. OVER HW SLAP NOTE " PURSUANT TO THE STANDARDS, AREAS UNDER CABINETS AND CLOSETS ARE NOT % INCLUDED IN THE SQUARE FOOTAGE FIGURE LISTED ABOVE. 'BU ILDING DE5I6N AND E(. UIPMENT` SUMMARY f -Page-,-I' of 3 F„` FORM .' RICEIARD GLOVER' CONSTRUCTION JSP .10815 -------------- k -- -k LOT 17','AVEN I DA - MADERt i LA OU I NTA' - WEST REV I SED '.CALCULAT I c iNS' ----------- ' s ,'+ (pl'an -check #) I' .. CLI MATE "Z oNE 15 , ``. °`,, y . ' . "''j° N• f I - r'(cf ecE ed by )- L ---- I Pua.l'di'ng,Type Single gamily Documentation Author. S_er,ial.'# DEMO)° (dat'e). --- 'I MADLIN' S. "-ENTERPRISES, - ':CATHY MADLIN,• Po Uo Poi' 1443 ;.. Pal,rrn -Springs, -,Cal-ife 9'2263 I' r Telephone 619-324-1731, Eiiforcement Agency Use Compliance. Method= P()INT SYSTEM ;Date SEPTEMBER 10 1986 YUII_DING°ENVELUPr DESIGN Total Ca6dition'ed Floor Areae , 1450 sgft Insulation;. .,, R -Value.:.. .. Area POINTS . • , _ SLAB' PERIMETER Type 1 tR- 0o0•9 16",. 22 @7 ft' 1450,00sgft I •' { Type z, ►' :*, I' , RAISED F1' :OR Ty Re- 1 z -4 +. Type 2.z Over Qpep o , ` CEILING Type 1.' R_ 38.0 o1450.4 sgft I Type a ' I +t+ Attic _ WALT_ ` Type I. 'R- 11.3 (assembly) 1 Type 2 . , _4 r sZ. Glacin _ ,• . g U --Value % Ar'_ea .. - WEST- Types- 1 + , -1-4 Type or ®a-65- 2.1 •x'300® sgft NORTI-I - -, 'Type✓ ,. Type y- 00 65 io 4 180 0, sq ft. EAST - ' Type 0065 r4.3`g , 6'0 sft y SOUTHy Ty 1 r F 4 +0 _ ,Type 0.65 8 41.0 sgf't ' SKYLIGHTType 1 . t °i 1; TMJ pe . f - I BU I LD•I ING DESIGN AND ' EQUIPMENT SUMMARY Page 2o `F 3 RI CHARD' GLOVER CONSTRUCTION - " JOB• .NO 10815 LOT 17 AVENIDA MADERO -' LA QUINTA - WEST Climate Zone. 15 Shading So Ce % PO:INTS. WEST .Type 1 ^3 Type- - 0.51 _a1 "NORTH Type ` 1 = +0 Type 2 0.66 7e4 EAST Type 1. —6 Type 0051- Goa SOUTH . Type . 1: ,. __ 1 Type 2 ._O0,51 -og' SKYLIGHT Type 1: F Ty Pe ._ .' SOUTH. OVERHANG., moo®® ft South. Glazing ._ 2. E3% +0 MOVABLE INSULATION= None +0 INFIL. CONTROL=- MEDIUM= Standard Infiltration Control Features 1 with Ou.tl.et• Plate Gas k:et`s THERMAL MASS -See Thermal -`Mass. Cal cuLattion 'Worl<:sheet- .. ; Type Material .,.Area ; Interior Cone: .140 215 sgf`t' O i BUILDING DES IGN AND EO LU I PHENT SUMMARY. ^ Page" ,3 of 3• " ': Fo RM 'X2, ' R I CHARD GLOVER 'C'ONSTRUCT I UN - JOB N� a 10815 LOT., 17.-AVENIDA0`MADERU .- LA oUINTA -. WEST.� .. ,� Cl imate Zone :1.5< `--- r. K , i, —z------ �'—+------------------r------ 4 —; ---------•-----r---------------- . .. ' i;• « ' «.. .r _ _ ,. HEAT I NG,` VENT Ifi SR LATi NG A I.RI rCoND I T I C IV I NG .SYSTEI`1 - : �� f• e... . =q'� -'Pi � I NTS Space Heating and ;Cooling,, , µ• ° ,., + HEAT PUMP '' r Floor Area= 145 sgft _ Brand <& Modo l Y No o w p Fti , Heat in Btu/h+r) a .- g OU .( EER Cool i n g � iU t Pia (B t u! h+r') °--------=- `---------_ --=--- ' DomLstVc Hot Water System= GAS :Brand,"'& Model .No -a . Tank: Size (gallons) +0 TOTAL POINT SCORE -P.(:) I 1\1 T COMPLIANCEt' GOAL ,(see c'alcUlation work:sl�eet.) -4 THERMAL. MASS CALCULATION WORKSHEET" ;P'oin't System .Method RICHARD GLOVER CONST.RUCTION, - JOB NO 10815 : LT 17 AVENIDA MADERO- -,LA QVINTA --.WEST Climate Zone 15 Static Heat Capacity (HC) of Mass 'Material. Spec. Fleat Density Thi-ick.ness Divided By bleat Capacity Material (Btt_t/1b=F) (lb/Cuft)` (in) 1' (in) (Btt_t/F-sq'Ft) -------- -Conc,140 0.200 X 148. X 4.80 12 _ 9.33 Resistance (R7Va,1ue) of Mass Materials Conductivity`. Insulation_ Total Thickness (Btu -in/ R -Value R -Value ,.`Material (in) her-sgf t -F) ; (hir-sqf t=F%BtU) ( her-sqf t-F%Btu ) Con o 1_40 4 0 80 _76. + (,interior mass) = 0.34" Mass Capacity (MC) °of :BUi1dina= - Mass Capacity Mass Area Far_tor, Capacity Mater ial (sgft) ( Btu''/F,-sgft-) (Btu/F') Con c 1,40 2.15 X 167:7 ° 8 TOTAL 1677. UNIT MASS CAPACITY, UMC.;' y 167.7,(Btu%f=.) 7 1450 (,sgf t`) = r 1.2 . (B ku/F-sqf t )' . : • . . - -. . , Form 3 MAa1N'S ENTERIPQISES er - . • vJGMDK 1441 • ' . t ENEMYCALIMPNIA WlM S9VINCS. . HEAT TRANSFER COEFFICIENT • DUD6ET% 9 z PROPOSE® CONSTRUCTION ASSEMBLY CONSULTANTS r List of Construction Components R STUCCO.. .18 , VAPOR •BARRIER , 06 z 'W 3 INSULATION I T H RESISTANCE = 11,00 2 3 `GYPSUM BOARD .4-5 4 4 5. • 6, , 7. •8 .. ' ,68 ,68 • Inside Surface Air Pi1m cooling heating Sketch of Construction Assembly ' '^ 1 Outside Surface Air Film .25 . WEIGHT: 15-25 Ib/ft2 cooling heating 12.62 12 54 Check one: Total Resistance Rt , ' v V / /_. cooling . heating Wall ... g g Roof LI -Value .11/R cooling heating Floor —. ` W-17 Form 3 MADLSNs , • ' ENTERDRISEf \ DrQ.00Dr 14d3. • LiLLM S f?INGS, ENEMY CALIFORNLI HEAT TRANSFER COEFFICIENT 1BdJD6ET W262 PROPOSED CONSTRUCTION ASSEMBLY . CONSlRTANTS } List of Construction Components R 1 2 ,. INSULATION -WITH RESISTANCE = 38.00 2. GYPSUM BOARD OR TILE ,45 3. 4. 5. 6. 7. ,a 8. Inside Surface Air Pilm .92 .61 cooling heating Sketch of Construction Assembly Outside Surface Air'Film ,'2 5 ,17 WEIGHT: 0-15 lb/fta cooling heating Check one: Total Resistance Rt 39.62 39.23 cooling heating Wall Roof x x U -Value (I/Rt) .025 .025 Floor cooling heating _ R-6 'HEATING EQUIPMENT SIZ•ING` CO?MPL~IANCE FO RM,, +.t Page 1 or" RICHARD GLS AVER CONSTRUCT -I C )N = JC )B NO -10815 _- ------------ - Li T 17 AVEN I DA MADERO - LA Q'U I NTA - ' 'WEST ` - CALCULATI!)NS , ..REV•ISED ' L(Plan check:/permit #) 1 J. Locat iron Data`. Palm ,---------------------- ,Spr`ings . F. ( checked by) . { Building. -Type Sing 1e;•Family , ► , --- - _- -(date)' Documentation Author •`(Serial '# 'DEM(-);) MADL-IK' S..ENTERPRISES - CATHY' MADLIN •" Po (-), Po: , 1443 _ Palm S'pri'ngs, Ca"liifa' 92 .163 _-` _--____-_ --°--__ ---' Telephone 619=324411731.r t+ Enforcement Agency Use Method= ASHRAE.Load Cal`.CU.lation Manual -Date: 'SEPTEMBER 18"1986 ------------ ,K" 1. }HOURLY HEAT' LC)SS - Total` Conditioned Floor 'Area 1458 sgft Site "Information= t =4 Inside Design Tem,peratUre'- ". ', 78e'® F- 0Ut5ide',Design Temperature " . - 3108 F Design Temperature Difference, 'TD. -' For .Standard Assemblies '' 3908' F For Floor over .Vented 'Unheated Space• 190 5. F 'Conduct.ive Heat Loss u Description of Assembly` `Area t < U -Value TD Btu/hr .•- »..- • •C _ r'------- ; F . ---- • • - -t- ----- •---'-- -----3'-- Slab, R7 0-'8 16" 'deep X8748 (ft) X 4 -22.0 = 8691+ 'Ceiling, R-38 o 1A50.0 X 0. 0126 X 39.0 = 1.488 Wall 9 .R-11 e 3 .y : 1414° 8 X 80 688.,' ' X+' 39.0 ".- 4eeo • W Glazing, Double X... 0.650 X .,, 39.0 _ 761 N 'Glazing9 Double- , 18808 X ''0.650. X 3908 _ 273e E Glazing, Double 6Zo 8 X 0.650 'X '. -39.0 - 157'* S,'Glazing, 'DOUbl,e.. 41.'0 -,X 0.650 'X 39.018. _ 1039' r SUBT l"AL 1 17 r r + 1 HEATING EQU I PMENT' SIZING COMPLIANCE FORM Page 2.' of, - RICHARD GLOAVER CONSTRUCTI.(-)N - JOB NO1 815 B.uilding'Location Data. LOT .17 AVEN I DA MADER� i .- -LA IU I NTA = WEST-..., Pa I m Spr'i nge Infiltration= 1450 -�X 9.®. fX 0e5 AC X .018 X 39a® 4581 Conductive Heat Loss (From Previous Page).* 2117. - SUBTOI-AL 2575' ,Duct Heat Loss4 iae 15 X57.5? = 3863. TT,AL. HOURLY HEAT . LOSS .29615 Max imam Btu/hr - . - 1.3 X .. C' ' 9615 + (1�. X , 14510 7 = 5735 MINIMUM HEATI•'NG EQUIPMENT OUTPUT' 29615 (Btu/hr:) MAXIMUM HEATING EQUIPMENT OUTPUT,. 5.7350 (Btu/hr) COOLING EQUIPMENT S I Z I NG', CC:)MPL I ANCE FORM Page 1 of" ' RICHARD. GLOVER .CiaNSTRUCTION JOE Nig ' 18815 ------------------------ LOT 17 AVEN I DA, MADERO - 'LA . oU I NTA - WEST ; REVISED CALCULATIONS ' '---------------------- ' (p•lan check:/permit #) . Location Data.'Palm Springs '-==----=---------------' (,checked by) . Building Type: Single Family" Documeritation Author (Serial. # DEMO):, ---=------------------- ('date) - MA'DLIN'S ENTERPRISES - CATHY MADLIN ; P. i n_ Po;; •°1'443 -, Palm Springs, Ca l.i f o 92263' ----------------------' Telephone 619-324-1731. Enforcement Agency Use Method ASH.RAE Load Calculation Manual Date. 'SEPTEMBER .18 1986 HOURI_Y HEAT "GAIN Total Conditioned Floor Areae 1458 sgft' Site Information.= -.Inside Design' Temperature 7808 F Outside Design Temperature 113.0 F Daily Temperature Swing. 3508 F Design Equivalent" Temperature` Difference, TDega` Standard Temperature Difference 35ee F. For Frame Walls and Doors.> 8.8 F For Masonry Walls 1e8 F Fo' r Floor y8 a 0, F` -For Ceiling.and Roof .49.8 F ° Conductive Heat -Gain TD or Description of Assembly Area '' -------------------------------- U -Value TDeq Btu/hr Cei.1 ing, R-380.8 14580 8' X 0.026 X 49.0 1878 Wall, R-1103 1414°8 X. 80`888 X 2808 3584 W Glazing, Double 38x8 X 0.650 X 35.0 = 683 N Glazing, Doubhe 10808 X 0.658 X 35.8 - ,=457 E -Glazing, Double _62.0 X 8e 650, X 3508 = 1411' S Glazing, Double 410.8 X' 8e 658 'X 35.8 = 933 SUBTOTAL " 18 356 n COOLING EQUIPMENT SIZING. COMPLIANCE FORM Page of 2 RICHARD GLOVER CONSTRUCTIC?N - JOB ;No 10815 BUI lding Location Data. . LOT 17 AVENIDA MADERO -'LA QUINTA -'WEST- Palm Strings Solar Heat. Gain=." Description of- Assembly, -------------------- .'Area So Ce CLF ' Btti/ter, W Gla: ing, Double. :30.O X' 0.511 X.. ' 78 _. 1193 . N -Glazing, Doublei0e.o X 0x66 X 34 _, 424',`. E Glazing, ,Double 6'0® X•= 0051 X- : 78 2.466 S Glazing, Double. 44L o0 X -. 00 51 X' : 51 = 166 SUBTOTAL 7150 Less= Sash Factor 0.00 X 715th _ ®. Net. Solar Heat Ga i n o SUBTOTAL 7150 Infiltration: 1450 X 9a0 X 0'e°5 AC X o018 X 350® _ 4111' Internal Heat Ga,,in a = 3000 Conductive. -Heat Gain '(F,rom Previous Page) - 1 856 SUBTOTAL .25117 . DUct Heat Gain' Z. 10 X' 17. _ 51 TOTAL SENSIBLE 1-40URLY HEAT GAIN 76' 8 Latent Load= 00'30 .; X76'8 _ 8288 SENSIBLE C oLING LOAD= 27628`Ptu%hr TOTAL (SENSIBLE '+ :LATENT) LOAD 35917 Bt'u%hr' ( c3e® -tons) u u AA TIEI i r u u AA TIEI Nadfir s . Erlttetprises ErLetgy' Budget Gorlsultarlts NOTICE 'TO BUILDERS & OWNERS A1.1 of. the energy conservation-.devices and features outlined in this. compliance portfolio .are. required to meet Title 24 standards. This .residence will not be in compliance if any' of these features or devices are removed, altered or covered. The hvac load calculation and equipment sizes provided, in this compliance portfolio are in accordance' with the guidelines setfor-th in the standards. Final equipment. selection and hvac design is the responsibility of the contractor. > \t NadfirLs Erltetprises • ErLefg3/' MANDATORY FEATURES a Budget III Gorysultarlts This section describes .the mandatory features and devices which must be installed in new residential buildings regardless of the method used to 'demonstrate compliance with the energy budget. These measures assure the building envelope and related systems meet at least. minimum thermal performance levels. CEILING .INSULATION 2-5352.:(.a) . The opaque portions of -ceilings separating conditioned and unconditioned space must either (1) be -insulated between framing members with R-19 or greater insulation, or (2) have a weighted average U --value of 0.067 or, less. To "meet -the intent 'of the ceiling insulation requirements, ceiling ,nsulation'should extend far enough to theoutsidewalls to cover the top .plate . LOOSE FILL INSULATION 2-5352(b) When loose fill insulation is installed, the minimum installed weighted Baer square foot must conform with the insulation manufacturer's installed design density per square foot at the manufacturer's labeled R -value. WALL INSULATION 2-5352(c) The opaque portions of metal or wood frame walls separating conditioned and :unconditioned spaces- must either (1) be insulated. between framing members with R-11 or greater insulation,' or (2) have a weighted average U -value of 0.100 or less. Masonry or concrete exterior walls do not have to be insulated with a minimum of R-11 insulation. S Foundation walls of heated basements or heated crawl spaces must be insulated above the adjacent outside ground line with at least R-7. instilation. Nadfir s ; : ►. Erttefprises E of MANDATORY FEATURES Budget gt , All GorLsultarLts WALL INSULATION REQUIREMENTS CONTINUED EXCEPTION: Insulation which is not penetrated by framing members may meet an equivalent mi"nimum R -value which includes the effects of framing`. members on the above R -values. ' .INSULATION CERTIFICATION - 2-5303 . Builders may not install insulation materials unless the product has been certified by the manufacturer.. A certificate. of insulation must be at site. LIGHTING ,. 2-5352(m) The standards require that general.purpose lighting fixtures in kitchens and bathrooms have an efficiency of at least 25 lumens per watt. (These fixtures will usually be fluorescent.) If there is only one fixture in a kitchen it will be considered to be general purpose lighting. EXCEPTION: Luminaires which are the only lighting in a bathroom and lighting to be used only for specific visual tasks or decorative effect are exempt from th'is.requi,rement. Such exempt lighting includes all luminaires that are meant to light only a.specific task area such as a kitchen counter or sink, a dining table, or a bathroom mirror. If recessed incandescent lighting fixtures are installed in an insulated ceiling, such fixtures shall' be covered with insulation, with no spacing between the insulation and the fixture, and .shall be Type I C , as defined by Underwriters Laboratories 1571. f q\- NadhrO Erltefprises E of MANDATORY .FEATURES n Budget r' f Gorlsultarp . INFILTRATION CONTROL 2-5352(d) The standards "contain.. the following requirements to control infiltration. 1. Doors and windows (including skylights) between conditioned and unconditioned spaces must be fully weathe"rstripped. 2. The following openings in the building .envelope must be caulked, sealed, or weatherstripped: a. Exterior joints around window and door frames, between wall soleplates and floors, and .between exterior wall siding panels; b. Openings for plumbing, electricity and gas lines in walls, ceilings and floors; C. Openings in ­the attic floor (such as where ceiling panels meet interior and`exterior.walls and masonry fireplaces) and d. All other -such openings in the building envelope. 3:. Builders`.may install manufactured doors and windows only..when they are certified and labeled indicating that they meet the standards listed • in Section, '2-5352 (d) , ' Table 2-'53v. Site - built windows and doors are exempt from this requirement. 4. Exhaust fans and other exhaust .systems must be equipped with backdraft or automatic dampers. r D .{h NadlirLs Erltetprises ,$w S Er :C ' MANDATORY FEATURES h, ; Budge Gor pItarlts SPACE :CONDITIONING -,EQUIPMENT' SIZING .. ; 2-5352.(4) To ensure that .properly -sized systems are installed -in new residential buildings., the .standards set the' following. sizing requirements and specify acceptable load, calculation -procedures and .indoor .and outdoor design temperatures. 1. Natural gas and liquefied petroleum gas central furnaces in the building must be sized to meet at least one of the follow- ing requirements: a:' The total' output heating capacity of furnacesin the building must be less than 45,000 btuh/hr, or . b. The furnace's output heating capacity must be less than 1.3 times the sum of the design heat loss for the heating zone being serviced by the furnace and 10 btuh/hr per square foot for conditioned floor area in the zone, or C. Seasonal efficiency must be greater than 1% point above 67% for every 7;000 btuh/hr that the output heating capa- city exceeds either 'the building design heat loss or 45,000 btuh/hr,"whic.hever is greater. (Effective Decem- ber 22, 1982 the seasonal efficiency requirements were to increase to 71.%. Lawsuits currently pending.) 2. Heating equipment and cooling equipment must be sized accord- ing to the building heating and.. cooling loads, using a. method set "forth..by the Commission's ".Executive Director'... 3. Indoor '.design dry bulb air. temperatures must be 700 F. for heating and .780F for cooling. Outdoor design temperatures.-, .,must -be those listed"in the 1%' or'. 0:2% Winter, 'Dry Bulb column " for heating and the 2 or .0.5%.. 'Summer Dry Bulb ,and. _Wet Bulb columns... or.-. cooling; ' based * ori • whether "the' '.;percentages are percent=of-season - or. percent -of -year, respectively",-' of the following:.:ASHRAE= publications:. Recommended. -Outdoor Design..Temperatures,'.Northern" California,. '1977:. Recommended -outdoor. Design Temperatures, Southern: California, 1972• -$\ Madlii s .; ErLtetprises MissErtefgy' MANDATORY FEATURES 31*1FA Budget n GorLsultarlts SETBACK THERMOSTATS 2-5352(h) Thermostatically controlled heating or cooling systems, except electric heat pumps, gravity -.furnaces in additions- or room air conditioners, must have an automatic setback thermostat which can be programmed by the building occupant to set back At least twice in.one day. ..EXCEPTIONS:, 1. Gravity gas wall heaters, floor.heater, and room heaters that are installed in additions need not.comply with this requirement: 2:. Electric heat pumps•are exempt from this requirement,prior to July 1; 1984, except where such thermostats are required by an alternative component package for climate zones 1,3:, 5,7,15, and 16. DUCTS 2-5352(f). The standards require -that ducts be cons tructed,.installed and insulated according to. Chapter 10. of..''the'. State Mechanical'' Code.. This chapter is the same as Chapter 10 -of the -1976 Uniform Mechanical'C.ode. GAS COOKING APPLIANCES 2-5352(1) Gas stoves installed in new residential buildings must `be'equipped with intermittent ignition devices. and must not have- standing pilot lights unless:' 1. The stove.is,designed to burn only liquefied petroleum gas, or 2. The stove does not, have an' electrical line voltage -supply connection and has .only one continuous burning pilot light consuming less than 150 btu/hr. ;\ cWadlir s Erttefprises t ErLefg3' MANDATORY FEATURES Budget. Go rbs, ultarlts WATER.HEATING SYSTEMS INSULATION 2-5352(1) 1. Storage typo water heaters. and storage, and' backup tanks' -for solar water• heating systems shall;be externally wrapped with insulation having'an installed thermal"resistance.,of R-12 or greater.-,, -Alternatively,-.,such tanks may be insulated to a combined.level of:R-16,-when both internal insulation and external wrap insulation are considered. Internal insulation can be included in the.combined ins.ulat.ion.level.only where .. the,R=Value of such insulation has been labelled on the tank exterior by the manufacturer: This blanket. requirement applies to storage tanks used primarily for domestic water heating systems. It does,not apply to storage tanks used primarily for space heating systems or to solar storage tanks mounted outdoors and directly exposed to -weather. Piping in unconditioned space leading to and from water heaters must be insulated with :at least R-3 insulation for the first 5 feet of pipe closest .to the water heater, or whatever'shorter length- is in uncondi- tioned space. - It.is not necessary to penetrate a fire wall with the,pipe insulation. The -insulation may end at the fire wall and. be continued on the other side provided the first 5 feet of piping are insulated.. PIPE, INSULATION 2-535,2(j) Steam and steam -condensate return piping and recirculatinghot water piping in attics, garages,, crawl spaces, or unheated spaces other than between.floors or in interior walls -must be.insulated to.provide maximum loss of not more`than 50 btu/hr per linear foot* for piping up to and including 2 inch" nominal diameter and 100 btu/hr "per linear foot for larger sizes." 00 • ,•, >: MARLIN'S ENTEI?DRISES ADDENDUM: "INSULATION OF DUCT" ENEMY UNIFORM MECHANICAL CODE UUUCIET 1976 EDITION (((r C NSIJLI TS SECTIO"J 1005 lnsutatlon of Ducts. Sec: 1005.• Every supply and reiurn air duct and plenum of. a heating or' cooling system-shall:be insulated with not less than.the amount of insula tion set forth in Table -No. 10-D' except- for ducts -arid plenums used ex, elusively for evaporative. cooling systems. 'Only appr.oved materials shall be installed within ducts'and plenums for insulating, .sound deadening or other purposes. All such materials Ishall have a mold,' humidity .and. erosion resistant face that has met the re - Y of U.M.C. Standard No. 10-1. Such materials- shall have a flame -spread rating.of not greater than 25 and a smoke developed rating of not greater than 50.,Duct systems. operating at velocities in excess of 2000 feet per minute shall be fastened with both adhesive and mechanical fasteners, and all exposed edges shall have adequate treatment to with- stand the operating velocity. Insulations applied to the exterior surface of metal ducts located in ;• buildings shall have a flame spread of not more than 25 and a smoke development rating of not more than 50 when, tested as a composite installation, including,insulation; facing materials, tapes and adhesives as normally applied. EXCEPTION: Insulation having a flame -spread rating of not over 50 and a smoke development rating of not over 100 may be applied to the exterior surface of metal ducts installed only in dwellings or apartment houses where the duct system serves not more than one dwelling unit. ' 1 TABLE NO.10•D—INSULATION OF DUCTS DUCT LOCATION INSULATION TYPES MECHANICALLY COOLED HEATING INSULATION TYPES ZONE' HEATING ONLY On roof or on exterior _ of building C, V' and W I ., A and W I I It and W. 111 C and W Attics, garages and crawl spaces A and V' t A I I" A III E3 In walls'; within floor- ceiling.spaces' A and V' ; A dC A Within'thecondititined space or in basements None Required. Mune Required . Cemengrounds slab or within –None lteyuired: None Required- N&FE: Where ducts are used for both heating and cooling, the miniinutn in- sulation shall be as required for the muni restrictive condition., 'Insulation may be omitted on that portion of a ductwhich is located within a wall or a floor -ceiling space where both sides of this space are exposed to conditioned air and where this space is not ventilated or otherwise exposed to unconditioned air. '.Vapor barriers shall be installed on conditioned air supply ducts in geographic areas where the average of the July. August and September mean dewpoint temperature exceeds 60° F. 'Heating Degree Days: Zone 1 below 4500 D. D. Zonet l 4501 to 8000 D. D. Zone I I1 over 8001 D. D. INSULATION TYPES: A. I -inch 0.60lb./cu. ft. mineral fiber blankets and felt, rick; slag or glass Q '/.,-inch 1.5 , 3 Ib./cu. ft. blanket duct liner, ruck, slag or glass . /i -inch 3 to 10 lb./cu. ft. board, mineral fiber, rock, slag or glass or equivalent to provide an installed Conductance =.0.48' R:..= 2" B. 2 -inch 0.60lb./cu. h. mineral fiber blanket 1 -inch 1.5 to alb./cu.Yt. mineral blanket (duct liner) 1 -inch 3 to 10 ./cu.;ft. mineral,fiber;board ' or equivalent to.provide an installed Conductance .- 0.24 R== ¢ C. •3 -inch 0.60 lb./cu:'ft. mineral fiber blanket 1.%2 -inch 1.5 to 3 Ib./cu.-ft: inineral blanket (duct liner)• 1'/i -inch 3 to 10lb./cu. ft: mineral fiber board ' orequivalent- toprovide an.installedConductance-= 0.16 R = 6 V.. Vapor barrier, with perm rating not'greaier than 0.05:perms, all joints.sealed. W. Approved weatherproof barrier. ' b. A combustion air intake to draw air from the outside of the building directly into -the firebox, which is at least 6 square inches in area and is equipped with readily accessible, 'oper- able and tight -fitting damper; and EXCEPTION 1: An outside combustion air intake is not required if ,the fireplace will be installed over concrete slab flooring and the fireplace will not be located on an exterior wall. EXCEPTION 2: An outside combustion air intake is not required in climate zones 5,6;7,8,9;10,14, or.15 if the fireplace will not be. located near an exterior wall. C.- Tight fitting flue damper with a readily.accessible control. These requirements,do not apply to -fireplace, inserts, or free-standing stoves. Continuous burning pilot lights and 'the use of indoor air for cooling a firebox jacket, when that indoor air" .is vented to the outside of the building, are. prohibited., However, gas logs without pilot lights and gas log lighters are: allowed. Nadler s �W Erltefprises P Ertel -e MANDATORY FEATURES �f Budget Gorlsult 'riL s FIREPLACE.REQUIREMENTS 2-5352(d)(5) Masonry and factory -built fireplaces must have the following:. a. Tight -fitting, closeable metal or -glass doors covering the entire opening of the, If This requirement may be omitted •if such doors would interfere with devices, such as heat tubespermanently installed in the fireplace, which are designed to increase the circulation of heat. The fireplace must be designed so that the doors can be closed when the fire is burning; b. A combustion air intake to draw air from the outside of the building directly into -the firebox, which is at least 6 square inches in area and is equipped with readily accessible, 'oper- able and tight -fitting damper; and EXCEPTION 1: An outside combustion air intake is not required if ,the fireplace will be installed over concrete slab flooring and the fireplace will not be located on an exterior wall. EXCEPTION 2: An outside combustion air intake is not required in climate zones 5,6;7,8,9;10,14, or.15 if the fireplace will not be. located near an exterior wall. C.- Tight fitting flue damper with a readily.accessible control. These requirements,do not apply to -fireplace, inserts, or free-standing stoves. Continuous burning pilot lights and 'the use of indoor air for cooling a firebox jacket, when that indoor air" .is vented to the outside of the building, are. prohibited., However, gas logs without pilot lights and gas log lighters are: allowed. L yffffoxo W W CB18 SERIES — UP-FLO CBS18 SERIES — HORIZONTAL HEAT PUMP BLOWER -COIL UNITS *17,900 to 56,000 Btuh Cooling Capacity *17,900 to 62,000 Btuh Heating Capacity 6,400 to 102,400 Btuh Optional Electric Heat *ARI Standard 240 Ratings With Matching Outdoor Unit I: CBS18 Horizontal ENGINEERING DATA HEAT PUMPS MATCHED REMOTE SYSTEMS Page 33 February 1985 Supersedes 11-83 12-84 Compact Blower -Coil Heat Pump Units Feature Efficient Operation and Application Flexibility The CB18 and CBS18 series blower -coil units are designed to meet reduced space requirements in apartment, motel, hotel and condominium applica- tions. These highly efficient units provide the answer to many difficult in- stallation problems. The flexibility of the units permit simple installations in a furred -in space, attic, crawl space, drop ceiling or closet. Versatile units are available in up-flo or horizontal models. Optional field installed electric heaters are available in several sizes to supplement heating capacity. For heating and cooling capacities see outdoor unit bulletins indexed in this section. Heavy gauge galvanized steel cabinet is completely insulated. Flare fittings provide quick and easy connection of refrigerant lines. Large indoor coil is sized for maximum cooling efficiency. Direct drive blower has multispeed motor providing a choice of blower speeds. Optional elec- tric heaters are rated and tested according to Department of Energy (DOE) test procedures and Federal Trade Commission (FTC) labeling regulations. In addition, units have been tested with matching outdoor units in the Len- nox Research Laboratory according to ARI Standard 240 test conditions and DOE test procedures. Blower performance data is according to actual unit tests conducted in Lennox air test chamber. Blower -coil units and com- ponents within are bonded for grounding to meet safety standards for ser- vicing required by U.L. and NEC. Units are shipped factory assembled. CBS18 Horizontal Installation NOTE — Specifications, Ratings and Dimensions subject to change without notice. CB18 Up -Flo Installation r SPECIFICATIONS Model No. CB18-41 CBS18-41 C818-51 CBS18-51 CB18-65 CBS18-65 CBS18-51 Net face area (sq. ft.) 4.22 3.50 4.67 5.45 5.25 5.45 Indoor Tube diameter (in.) & no. of rows 3/8 - 3 3/8- 4 3/8- 4 3/8 - 3 3/8 - 4 3/8 - 4 Coil Fins per inch 15 13 13 16 16 16 HP16-311 V Vapor line connection (in.) -flare 3/4 3/4 3/4 3/4 1-1/8 sweat 1-1/8 sweat Liquid line connection (in.) - flare 1/2 1/2 1/2 1/2 1/2 1/2 Condensate drain (m t) in. 3/4 (2) 3/4 3/4 12) 3/4 3/4 1 (2) 3/4 Shipping weight (lbs.) - 1 Package 114 124 162 175 178 1 201 Nominal cooling capacity (tons) 3 4 5 Refrigerant R-22 R-22 R-22 Blower wheel nominal diameter x width (in.) 9 x 9 10 x 9 1 9 x 9 11-1/2 x 9 1 11-1/2 x 9 Blower motor hp 1/3 1/2 1 3/4 Electrical Characteristics 208/230 volts -60 hz-1 phase "Up -Flo Part No. LB-51905BB ---- LB-51905BC ---- LB-51905BC ---- Filter Filter size (in.) 16 x 25 x 1 20 x 25 x 1 ---- 20 x 25 x 1 ---- Kit Shipping weight (lbs.) 8 ---- 9 ---- 9 ECB18 5 Output Btuh 18,000 18,000 ---- ---- ---- ---- A. F. U.E. 100% 99.0% ---- ---- ---- ---- EC618 6 Out ut Btuh 22,000 21,000 ---- ---- ---- ---- A. F. U.E. 100% 99.0% ---- ---- ---- ---- EC618 7 Output Btuh 25,000 25,000 26,000 26,000 ---- ---- A.F.U.E. 100% 99.0% 100% 99.0% ---- ---- ECB18-8 Output Btuh 29,000 28,000 30,000 29,000 A. F. U. E. 100% 99.0% 100% 99.0% ---- ---- Optional ECB18-10 Output Btuh 36,000 35,000 37,000 36,000 37,000 36,000 A. F. U. E. 100% 99.0% 100% 99.0% 100% 99.0% tElectric Heat EC61812.5 Output Btuh 44,000 43,000 45,000 44,000 46,000 45,000 A. F. U. E. 100% 99.0% 100% 99.0% 100% 99.0% Capacity ECB18-15 Btuh 52,000 52,000 54,000 53,000 54,000 54,000 A. F. U. E. 100°x6 99.3% 100% 99.1% 100% 99.1% EC818-15-3 Output Btuh ---- ---- 54,000 53,000 54,000 54,000 A. F.U. E. ---- ---- 100% 99.1% 100% 99.1% ECB18-20 ECB18-20-3 Out ut Btuh ---- ---- 71,000 70,000 71,000 71,000 A. F. U. E. ---- ---- 100% 99.1% 100% 99.1% ECB18-25 EC818-25 3 Output Btuh ---- ---- ---- 88,000 87,000 A.F.U.E. 100% 99.2% ECB18-30 ECB18-30-3 Out ut Btuh ---- ---- ---- 105,000 104,000 A. F.U.E. 100% 99.2% tAnnual Fuel Utilization Efficiency based on DOE test procedures and according to FTC labeling regulations. 'Must be ordered extra for field installation. CHECK AND EXPANSION VALVE KITS Blower -Coil Unit Outdoor Unit 'Check and Expansion CB18-51 Valve Kit CB 18-21 CBS18-51 Model No. H P18-211 V LB-34792BA CBS18-21 CB18-26 C818-41 CB18-26 CBS18-26 CBS18-41 H P18-261 V LB -347926A CBS18-26 0 inch 0 inch CB18-31 HP16-211V, HP16-261V LB -347928A CBS18-31 HP18-311V LB-34792BB CB18-41 HP16-311 V CBS18-41 HP18-411V-413V LB-34792BB CB18-51 HP16-411 V LB-34792BC CBS18-51 HP18-461V CB 18-51 H P16-461 V LB -34792B D CBS18-51 HP18-511V-513V CB18-65 H P16-511 V CBS18-65 HP18-651V-653V LB-34792BD 'Kit must be ordered extra and field installed. INSTALLATION CLEARANCES 'Within 3 ft. of the unit. - 34a - C818-21 C818-31 CB18-51 CBS18-21 CBS18-31 CBS18-51 Model No. CB18-26 C818-41 CB18-65 CBS18-26 CBS18-41 CBS18-65 inet 0 inch 0 inch 0 inch um I 0 inch 1 inch 1 inch ct 0 inch 1 inch 1 inch 'Within 3 ft. of the unit. - 34a - I ... ♦ 4.7 agir •iac w• p_- aw'. '!.'`^. + - ,'-s,,. .t...+c• :v+ ,s,. ..,.'.6,R ,.rl J3E. " r ., • ,z;:= Y " ::," .; -1 ENGINEERING DATA HP16 SERIES HEAT„PUMPS / •!// !/////O - MATCHED REMOTE ,• (J ,IL./4/ /HEAT PUMP OUTDOOR UNITS SYSTEM_ S *18,300 to•57,000 Btuh Cooling Capacity Ra" 11 e Winch `1985' *19,500 to 62;000 Btuh Heating'Capacity , ' Supersedes Aug. 84 - *ARI Standard 240 Certified Ratings • , EawoY Nr, ... r • Typical Applications r o WHEN YISFD WRN I110PER ( DOI KNi6 As mno wAM f 1 W If I '9'sr.,,wnoaN f, ron wwd' i ./ / .. ♦ , .. h 11 % • ' Kms. ri ' ' . v { r " /j • • ' 0 ` y M,. ; , tip } .' ,. • j'' ': Reliability, Economy and Outstanding Efficiency for Year'. Round Operation are Featured in Line of HP16 Series Heat Pumps' a' k E IThe Lennox HP16 series heat pump outdoor units consist of seven models ”' f ranging from 1-1 /2 thru 5 tons. This family of energy efficient outdoor units -` have SEER's of up to 9.5 with a cooling capacity range of 18,300 to 57,000 j I Btuh and COP ratings of up to 3.0 with heating capacities of 19,500 to 62,000' Btuh. A variety of matching up-flo, down-flo and horizontal blower powered indoor units, with optional supplemental electric heat, provide selective sizing r• : + - and installation versatility. For complete data on indoor units see individual ' bulletins indexed in this tab section. Several refrigerant line sets are available in various lengths, see line kit table for selection. Line sets are optional and' must be ordered extra. , The HP16 cabinet is heavy gauge galvanized steel with a durable baked -on enamel paint finish. Special paint process protects cabinet against all kinds +- Fof weather. Design of cabinet with louvered inlet air panels and horizontal air discharge protects fan, fan motor, compressor and other internal com- ponents from the weather. Heavy duty base support channels elevate unit., - 7 above mounting surface. Dual outdoor coils provide extra large surface area- foi highest heat transfer. Coils are protected by'• rugged steel guards. -.ow Automatic defrost control system,operates only when conditions require it. Compressor crankcase heater and heating -cooling thermostat with emer gency heat subbase and warning lights are furnished as standard.., Outdoor units are test operated at the factory to insure proper operation and are shipped" ` t ready for installation. Installer has only to locate unit and :. •:.'l . make refrigerant line and electrical connections to complete installation.` , NOTE — Specifications, Ratings and Dimensions subject to change without notice. AwN W sa 9-A SELECTOR Lennox Outdoor Unit No. *ARI Std. 270 SRN(bels) tARI Standard 240 Ratings a o Model 0 E m m v Lennox Indoor Unit Check and Expansion Valve Kit High Cool. Temp. Cap. Htg. (Btuh) Cap. (Btuh) Low Temp.SEER Htg. Cap. (Btuh) Total Unit Cooling Watts (Btuh/ Watt) EER (Btuh/ Watt) Total Unit High Temp. Htg. Watts HSPF High Temp. Htg. C.O.P. Total Unit Low Temp. Htg. Watts Low Temp. Htg. C.O.P. 18,300 20,200 11,100 2080 9.40 8.80 2041 6.85 2.90 1587 2.05 31% CP16-26V/E16Q2 *Factory 18,400 19,500 11,100 2079 9.40 8:85 1971 6.70 2.90 1549 2.10 26% CPS16-26V/ES16Q2 HP16-211V Installed (7,6) 19,300 19,600 10,600 2143 9.35 9.00 1946 6.90 2.95 1591 1,95 21% CB18-31 LB -347928A 19,300 19,800 10,600 2192 9.05 8.80 1980 6.60 2.95 1605 1.95 20% CBS18-31 ' CP16-26V/E16Q2 *Factory 22,600 25,000 14,000 2630 9.00 8.60 2525 6.80 2.90 2060 2.00 24% CPS16-26V/ES1602 Installed HP16-261V 23,800 24,000 13,100 2716 9.35 8.80 2574 6.50 2.75 2018 1.90 18% C818-31 LB-34792BA 24,400 23,600 12,400 2714 9.40 9.00 2435 6.70 2.85 1905 1.90 18% CBS18-31 (7.8) ' 24,400 26,000 14,000 2711 9.50 9.00 2540 7.25 3.00 2000 2.05 18% CP16-31V/E16Q3 *Factory Installed CP16-31V/E16Q3 28,200 29,000 16,500 3357 8.80 8.40 3207 6.20 2.65 2545 1.90 22% CPS16-31V/ES16Q3 *Factory HP16-311V CP16-41 V / E16Q3 Installed (8.0) 28,000 29,200 17,000 3218 9.15 8.70 2951 6.70 2.90 2491 2.00 22% CPS 16-41 /46V/ ES 16Q3 29,400 30,200 17,000 3296 9.25 8.90 3033 6.75 2.90 2465 2.00 20% CB18-41, CBS18-41 LB-34792BB CP16-41V/E16Q3 35,200 35,000 19,800 4045 9.25 8.70 3618 6.80 2.85 2900 2.00 23% ICPS16-41/46V/ES1603 *Factory H P16-411 V Installed 35,000 36,000 19,800 4118 9.00 8.50 3661 6.90 2.90 2902 2.00 23% CP16-46V/E16Q4 18.01 35,200 33,400 19,300 4123 9.20 8.55 3511 6.70 2.80 2872 1.95 22% CBS18-51 LB -347928C 35,600 34,800 19,400 4115 9.25 8.65 3569 6.75 2.85 2844 2.00 24% CB18-51 41,500 42,000 23,200 5000 9.00 8.30 4559 6.45 2.70 3487 1.95 24% CPS16-41/46V/ES16Q *Factory HP16-461V 41,500 41,500 23,800 5123 9.00 8.10 4423 6.70 2.75 3671 1.90 24%11 CP16-46V/E16Q4 Installed (8.2) 42,000 41,500 24,000 5040 8.55 8.35 4476 6.60 2.70 3606 1.95 236/b CBS18-51 LB-34792BD 43,000 42,000 25,200 5103 1 8.70 8.45 4590 6.55 2.70 3629 2.05 25% CB18-51 45;000 49,500 28,500 5455 9.00 8.25 4918 7.20 2.95 3797 2.20 20% CP16-51V/Ei6Q4 •Factory 46,500 49,500 29,800 5570 9.00 8.35 4872 7.70 3.00 3844 2.30 20% CH16-65V/ES16Q5 Installed HP16-511V 47,000 50,500 28,600 5224 9.00 9.00 5092 8.05 2.90 4136 2.00 22% 1 CH16-51FF/ES16Q5 18.21 LB-34792BD 46,500 51,000 28,600 5888 8.45 7.90 5175 6.80 2.90 4117 2.05 21%11 CBS18-65 47,500 49,000 28,600 5954 1 8.35 8.00 5183 6.60. 2.75 4182 2.00 24% CB18-65 7P16 -651V 156,000 61,000 35,400 7000 1 8.00 8.00 6385 6.55 2.80 1 5061 2.05 22% CH16-65V/ES16Q5 •Factory (8.2) Installed 157,000 62,000 37,000 7125 1 8.50 8.00 1 6375 7.05 2.85 1 5044 2.15 23% 1 CP16-65V/E16Q5 • Sound Rating Number in accordance with ARI Standard 270. 1Rated in accordance with ARI 240 and DOE; At 450 cfm (maximum) indoor air volume per ton of cooling capacity with 25 ft. of connecting refrigerant lines. Cooling Ratings - 95•F outdoor air temperature and 80'F db/67•F wb entering indoor coil air. High Temperature Heating Ratings - 47•F db/43°F wb outdoor air temperature and 70°F entering indoor coil air. Low Temperature Hearing Ratings - 17OF db/15°F wb outdoor air temperature and 70°F db entering indoor coil air. • Heating Seasonal Performance Factor. • Furnished as standard with coil. Must be ordered extra for field installation. - 13 -