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PLBG (9807-161) + SFD (9712)52175 Avenida Madero 9807-161 9712 LICENSED CONTRACTOR DECLARATION ..—I'hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class' -'tj Exp. Date kAeato _ Signature of ContraCtAr I / OWNER -BUILDER DECLARATION rA_ I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: (v) 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 & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). () I am,exempt under Section B&P.C. for this reason Date Signature of Owner ! WORKER'S 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 p rformance of the work for which this permit is issued. ! I have and will maintain workers' compensation insurance, as required by S ` tion 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier, & policy no. are: Carrier. Policy No. iJ .4 f 1.riS J lV1 i 17^Ct' . tjb=l 1)'i_t1 crV1V . (This section need not be completed if the permit valuation is for $100.00 or less): ( ) I certify that'in the performance of the work for which this permit is issued, I shall not employ any person iri any manner so aeto become subject to the Workers' compensation laws of California,lan5 gree that if I should become s tiject to the workers' compensations of Section 3700 of the Labor Date: Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation,` damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. 1 IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 'conditions and restrictions set forth on 'his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed underror pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a -result of this application becomes null and void if work is not commenced within 180' days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize -representatives of this City to enter upon the above-mentioned property for inspect on purposes. ignature (Owner/Agent) " ra Date J` 1 s. `BUILDING PERMIT PERMIT '4)7-n DATE VALUATION LOT TRACT 4 JOB SITE ADDRESS R-375 A V iAIE$.DERO ]APN ,i'r11ID OWNER/ CONTRACTOR ,q ]7 (` •• (A: 1 g y (Q lUCT 1fi111 rNLKJY'111f.Ai & 01F.B .N. ,41 S1 L11V f/^DEES I GtNEEjR s/ ENGIINgEE Rj1 `1 . E'C'O 0 SU, V ER SR1Z.Y IC'E 4549 CID E DR 98 P.0, BOX 192 1';°t#Ii.LSBAD CA 9,,7008 PALM D 'i' SE RT CA. 92261 (760)346-27513 CM -P 342 USE OF PERMIT '•iFP'1'.lC, Fl.DA'NDOIVlVil31VT SMER C-0111INW'.1ON, 91.UT ATf"44' L9 ' . it<t1 P•. CI Y.f.'l l.. r.M-Y •4L.3., , 1 0.F CiiBlNIaS•.F.•YC' SWTb'4 i' 1 F•.•af1E.4tD.lYt% o-EIM f a FV ., Rl.c.rMBIM 'FEF » Sf E'tt 10.1 -000A1949Yt u"cit_► a JT "f:'OT'ALr CO!+!S!""iAi.X2..1 Y._XN ,A.N1`3 PLA q CHECK IIES! k'1 1: }'r1.{T) F13t.S ._.. ' S3( 00 $0,00, NS 3'i.'I''PA.00E, NOW $30.00 . RECEIPT —\\DATE i '<sko BYy DATE FINALED INSPECTOR ,. INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans OX to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: ,/6copy to: I COACHELLA VALLEY WATER DISTRICT CASH RECEIPT DETAIL 'L Received Fro, -RI LLU- 1 -1/c -21R. U) 7—./ Date -7 - 4s s9 TT N,44_2i k 2200(f. Address: Account No. j (0 C) (:),7 Lot(s) Tract_ Service Address S2- d/At)6e_Q G.A. Code 0 Meter(s) 0 Service(s) 0 Backflow(s) 0 House Lateral(s) 0 Detect orCheck(s) 0 Meter Surcharge Sanitation Capacity Charge • W.S.B.F.C. • Temporary Construction Meter , 0 Turn on Charge 0 Uncollected Account - Name '0 Inspection Fee-Tract- ee-Tract-Fee Fee- 0 Plan Check Fees Water Sewer - Tract - 0 Bond Payment - A.D. -- Bond — Assmt. -0 Customer Deposit 0 Other 00 2 TOTAL /d Remarks: ,/6copy to: I ECONO.SEWER SERVICE, INC. P. 0. Box 192 12081. PALM DESERT. CALIF. 92261 (619) 346-2793 or 328.7760. TOTAL MATERIALS 0 ORDER r, -_v 2! CUSTOMER'S ORDER NO. PHONE MEC HELPER STARTING DATE BY "• TOTALAMOUNT $ BILL TO - ORDER TAKEN BY ADDRESS - - DAY WORK CONTRACT clr • +•< < EXTRA JOB NAME AND LOCATION ' JOB PHONE v " TOTAL MATERIALS - TOTAL. LABOR TAX DIC L TED ZC'WO5W2RDERED BY "• TOTALAMOUNT $ aerls"Trome otal amount tlue U F.""pletion 1 billing to- o - i fo ova work: or ailed after ' . I hereby acknowledge the satisfactory completion 1 of the above described work. - - of work i" TOTAL MATERIALS - TOTAL. LABOR TAX DIC L TED ZC'WO5W2RDERED BY "• TOTALAMOUNT $ aerls"Trome otal amount tlue U F.""pletion 1 billing to- o - i fo ova work: or ailed after ' . I hereby acknowledge the satisfactory completion 1 of the above described work. - - of work i" Buildin • Address 52-175 Y4dero Owner David M filler « Mailing . Adtiress P. 0. .Box 722 .,City lZip Contractor j ca'ciL'`"i& Trade Address , raaiCi: •. City Zip State Lic. & Classif. B` 4.25381 Arch., Engr., Designer Address t P.O. BOX 1504 t • . 9 712 . 78-105 CALLE ESTADO w LA•QUINTA; CAL•'IFORNIA 92253 BUILDING: TYPE CONST: OCC: GRP..' a f A.P. Number Tel. 564-582-i Legal Description Lot -9 ''Block 3£3• Project Description Tel.: City Lic. # Sq. Ft. 1246 No.: .. l.. ' No. Dw. Size • - - Stories - Units New ❑ Add ❑, Alter ❑' Repair ❑ Demolition'❑' Tel. Permit does.not include block wall or - •City` Zip State. . poo Lic. # LICENSED CONTRACTOR'S DECLARATION reby. affirm that I'am.licensedunder provisions.of Chapter,9 (commencing with Section' of Division 3 of the Busmess,and1professions Code, and my:license is In full force and effe \t' ).•.n4lf DATE OWNER -BUILDER DECLARATION Estimated Valuation ' ' I hereby affirm that I am exempt from the Contractor's' License Law.for the following n , 74,34 00 reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a -repair . `(permft to construct, alter, improve, demolish, or anystructure, prior to its issuance also - requIres the applicant for such permitlila a"•signed statement that he !s licensed.pursuantto .PERMIT - - '. 'AMOUNT the, provisions of the Contractor's Lic Law, Chapter 9 (commencing with Section 7000) of h;Divfs!on 3 0/ the Business and 'Ole on Code, or that he is exempt therefrom, and the basis .. , - -- • a_'for-the = afleged exemption.• Any- violation o/ Section 7031.5 by 'any applicant for. a permit - .. Plan Chk. Dep. -. 250.00 x subjects the apprfcan, to a civil penalty of not more than live hundred dollars.($500). - -' p.l,.as owner of the property, or my employees with wages as their sole compensation, w u _ - - Plan Chk. Bal., ' r , :2(f.¢) 4 «'do"the work, and the structure isnot intended•or offered for sale. (Sec.'7044; Buisness and, Professions Code: The Contractor's Const. % 0 License Law does not apply to an owner of property. who _ builds or fm proves thereon and who does such. work himself ori through his own employees, that improvements - • Mach. - - `S' .7Ti .provided such 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 Electrical •' a of proving that he did not build or improve for the purpose of sale.). .' .. .. " - . e '. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to.con• Plumbing - "'•slruct the project., (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for * S. M. % ;' • such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) - • ❑ I am exempt under Sec. B. 8 P.C. for this reason - - Grading 20.00 Driveway Enc. 20.00 Date ' owner Infrastructure 1634.49 1 r` 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 opythereof. (Sec..38p0, Labor Code.) -,N '' r Policy :Company //•j }lr opy is filed with the city. ❑Certified copy is hereby furnished. .0 TOTAL 2954.03 a s CERTIFICATE OF EXEMPTION FROM REMARKS " •, • iy WORKERS' COMPENSATION INSURANCE _• '(Thfs section need not be completed if the permit Is for one hundred dollars ($100) valuation - ;,,_;.; Ta.r. •.n m 'r-t }•s 2 ei A- A 'orless.) .. - I certify that in the performance of lhg work for which this permit is'issued, I shall not • 'F•cr Y.{'n!'6 4YY r•'t y V ... 9'f3 ^ , ' i i L £ 57f;+f} 753 employ any parson in any manner so as to become subject to the Workers' Compensation' r Laws of California Date Owner " NOTICE TO APPLICANT: If, alter making this Certificate. of Exemption•, you 'should become ' ZONE: .. BY: - subject to the workers' Compensation provisions of the Labor 'Code, you must forthwith - - comply with such provisions or this permit shall be deemed revoked. - - Minimum Setback Distances: - - - - Front Setback from Center Line ' Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY - = Side Street Setback from Center Line Ihereby affirm that there is a construction lending agency for the performance of the t° work for which this permit is issued. (Sec. 3097, Civil Code.) Side Setback front Property Line ' Lender's Name 1w i - Lenders Address - FINAL DATE INSPECTOR This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above Information is correct. Issued by: Date Permit I agree to comply with all -city and county ordinances and state laws relating to building • construction, and hereby -authorize representatives -of this city to enter the •above•.' mentioned property for inspection purposes. - -./ Vdlldated by: Signature of applicant Date ' Mailing Address Validation: City, State, Zip CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ 2ND FL. SO. FT. ® POR. SO, FT, ® GAR. SO. FT. ® CAR P. SO. FT. WALL SO. FT. 0 SO. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL WATER PIPING NOTE: Not to be used as property tax valuation ROUGH PLU B. A OV4 FLOOR DRAIN MECHANICAL FEES STORAGE TANK WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER ROCK STORAGE GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED GAS (ROUGH) LAUNDRYTRAY AIR HANDLING UNIT CFM OTHER APPJEOUIP. KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SO. FT. ® c BATH TUB SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 1 Vi c SEWAGE DISPOSAL SO.FT.GAR ® Vic HOUSE SEWER ROOFING v O GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PLCK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK b 1 G / GROUND PLUMBING ;* /00fkUNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE / ROUGH PLU B. A OV4 BONDING HEATING (ROUGH) STORAGE TANK FORMS S &TIC TANK ROUGH WIRING. DUCT WORK ROCK STORAGE ,r FOUND. REINF. L7 f (L / GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE 0/ GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM FINAL INSP. 6 vG GRADING cu. yd. $ plus x$ =$ LUMBER GR. FRAMING /0 FINAL INSP. ROOFING v O 0 t7 7Jr - REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND7111 FINISH GRADING FINAL INSPECTION - CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111, , NOTICE: Indio, CA 92201 Document Cannot Be Duplicated (619) 347-8631 Date 6/25/91 Type of permit I La Quinta No. 110690 1 Permit # 19712 Log # Owner Name David Miller No. 52-175 street Madero city La Quinta zip 92253 study Area 110 APN # Tract # Lot # Square Footage 11240 Type of Development Single .Family Residence* No. of units Comments ` t At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named `owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 1.58 k 1 0 or$ 1,95920 have been paid to D.S.U.S.D, for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By David R. Miller Telephone -,,564-5= Name on the check , + By Richard M. Beck Director, Facilities Planning & Development ITFee collected /ese d by hleen ' Em erlin h Payment Received- ,,— ^ R\ Signa Check No. 1307 Collector. ttach a copy o county or. city p c c); application form to district copy for all waivers. Embossed Original- Building DeptJApplicant Copy - Applicant/Receipt Copy Accounting. try. COUNTY OF RIVERSIDE DEPARTMENT- OF HEALTHAIMMMMM ftfcW NM ENVIRONMENTAL SERVICES DIVISION 1-773 — 2v2 — o7 o - I PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Applicant: Submit this form with four copies of a scaled plot plan (1 20 scale) drawn to County speculations as Indicated on the attached check Ifst t l A,nOjrefundable_filing fee (see below) is required when the application Is submitted. Check must be made payable to the County of EOA''verside. A 'pp"roval'of this application shall remain valid for a period not to exceed one year from date of approval. 0044 3 . H VERIFY ITEMS0 SECTION A FROM BUILDING & SAFETY APPLICATION BUILDING DEPARTMENT APPLICATION LOG # - L' r " 4Zritractor, Contactl .'P&W" Phone Address & Fi Owner P e -ti L Phone Mailing Address p• t7. 8 X 1? City State Zip Job Prc arty Address l .uc=ar ttc Legal Description Prop. (PM, Tract, Lot) L + r7, I k ^ Lot Size So x uu anch/Viletl C. V.uJ. c • Use of Permit P/P, CU, etc.c; '' Other - f pwelling (;AH' e Prep Signature of Applicant Date CATEGORY: REV CODE FEE /SUBSURFACE CATEGORY: REV CODE FEE DISPOSAL 1238 "o -w"; 0 ❑ SITE EVALUATION UPON REQUEST 7349 $ 43.00 m ❑ MULTIPLE PARCELS WITHIN SAME (NO PLOT PLAN) . LAND DIVISION ❑ SEWER/SEPTIC VERIFICATION 7348 $ 17.00 Z O a. 1 at 4 Parcels (Each) 1238 $ 57.00 (Less than 1 year) b. Each Parcel after 4 7344 $ 24.00 ❑ PRELIMINARY ELECTIVE 7352 $ 23.00 W ❑ RerevIew (2nd review same parcel) 7344 $ 24.00 EVALUATION (Attach DOH SAN 53) U) ❑ Site Evaluation in Conjunction with ❑ HOLDING TANK 7351 $ 47:00 Crtlk al Area 7348 $111.00 ❑ ALTERNATIVE/EXPERIMENTAL 7345 $222.00 ❑_ Site Evaluation Lot Leas than SYSTEM 10,000 Sq. Ft. 7347 $ 87.00 yJ yl— Holding Tank Agreements Completed ❑ Yes NfTI 6,11 ,1 Certification ion of Existing S.D. System Required ❑ Yes No WOCB Clearance required. (Attach Form ❑ Yes ❑ DOH SAN 007, Santa Ana Region Only) SdIs Percolation Report Required. ❑ Yes (00000 Special FeaelbNity Boring Report Required. ❑ Yes Detailed Contour Plot Plans Required (1 to 5 ft interval) ❑ Yes 6 No," Other ❑ Yes Id9N0_ Staff Specialist Lot Inspection Required ❑ Yes 3"No Lot Inspection Date Solis boring report by Proiect it Date Solis Map Page . Soil Type- Approved by Date iU . U r 7 - Z No. of Syslems Type Systems) Wo. Dwelling Unite (1) Septic Tank Soil Rate ..Ornso/Sand 1 t ❑ I dding Tank ❑ Existing - New ❑ RepFaoemurN Bedrooms, FixturetinilB ^ ' . (3reas6ed . _ % i ' • Gel C W (' Line h L Sidewall allowance I&!r>sdall Lins(s) . ft long ft wide with Bed sq. 1L ' ab fl rook/ sq. R per running R- NA min. below drainlines or ftiRmaree Leachlines/bed special design for slope: (3) Pit Diameter / No. Pits Pk Below See Page P Tof I Depth (TD) Applicable + Inle/t (BI) Max. Allowab N/A l Overburden factor / Depth {IJ No. 2 System REMARKS: a"40L-511! YF1 0 This application is ---PROVED : N11517for the category checked in SECTION B above, regarding the design of a subsurface disposal system as indicated on the accompan plot Ian, using the requirements set forth in SECTION -C above d' permit is necessary for the installation of the above -designed system. ZO construction is permitted in the required reserved 100% expansion areal 1) Septic tank and sewer lines must be 50' minimum from any wells! /(J 0 Leach lines must. be 100' minimum from any wells, including.. expansion (area a c 3). Seepage pits must be 150' minimum from any including expansion -area. - 10.. st i wells, . aft.Officral Signature of .Heh' r "Date try. r»M o.r,-•as-"r rey'yl• gs..,y . ,,. - -.i^fFi R9't'".'- r Tr`TrcSr'ei5s'r? *1- r • , , , 'Buena Engineers, Inca , t 79-811 B Country Club Drive Bermuda Dunes, CA 92201 • (619) 345-1588 Client Name Client Address Client Phone ,..-,q.-,t•.. -xs rr • DATE Jk 1991 JOB JOB NO. -333/- 01 PROJECT -/BJP l) TEST LOCATION U. SA Pa C S LOCATION ZQ. L ELEVATION CONTRACTOR LT " OWNER WEATHER TEMP. .. o at AM' at PM PRESENT AT SITE MAXIMUM - DRY DENSITY Ibs./cu. ft. OPTIMUM MOISTURE CONTENT % FIE PORT. LD JiRlf26 CLIENT REPRESENTATIVE SIGNATURE TECHNICIANS SIGNATURE 2 • TEST NUMBER TEST LOCATION U. SA Pa C S LOT NO, ELEVATION FIELD TESTING REFERENCE CURVE' MOISTURE CONTENT % DRY DENSITY Ibs./Cu. ft. MAXIMUM DRY DENSITY % MAXIMUM - DRY DENSITY Ibs./cu. ft. OPTIMUM MOISTURE CONTENT % rs 2 i REMARKS: G1.Lc _ *L D 7 a FIE PORT. LD JiRlf26 CLIENT REPRESENTATIVE SIGNATURE TECHNICIANS SIGNATURE 2 i T I T l.:k" 24nE PO R T FOR: . Single Fami.'.iy Residence La Quintan Californi PRO:7FCT:.IDE=S l GNER e i Pati"fic Trades Const.rtact,ic.3n" REPORT ' PREPARED. By : .Dann Conlon." 'custom Aire P.O.,Box 2751 f?aIm Desert_ Ca. :9'2261 - 6.19 341:, .lob Number: [date: 6.29/.1.01-0.1 The COMPLY 24 computer program has.bee' n used 'to perform the ca1ct.ala'tions Stammari.zed in,thio comp li ante report. This progr•arrr.has interim approvial and is authorized by -6,)e California Energy Commission for use with the: Second Genera ti,,Oi'•i 4ort et-.; dei ntial Building Energy Efficiency Standardm. for Nonresidential Occupancies— Second Generation Residential Occupancies shown to comply with this program conform to ''the results produced by 'the Public Dom,:iin Poiret: System, developed by the C iir'orn.ia Ener. y Commission. This program developed by Gabel. Dodd Aszociat(415) 428-0803. k l"aolc Of Cbnt_ents .'fop JA .lr. 0 Report CoverPage .. ...< . ..........<... ... ... ... .... 1 T.ahlc cif Contents ........... ..: form C; IR Certificate of Compliance: Rc;.sWent.ial . . , ... .. . Form WAR Ma6d tor•ya Meq;ure;r' Chec.4cl .st:. Residential .... . f Farm ;-,:,iF' Point System. Aummar.y. ......... . < ... Form CF" •'••Construction AssellhlI(r ..... .......... .... h Form WS-IR Points Th erm.a l Mass Workshoot : . < 14 Form W5. 2R interwat.ion Wprksheet ... A. " ......... .:. 15 Form S Shading Coefficient ($C) WoOkshie t; .... .. 16 Domestic Hot ater aorFhe: ......... : e..e :..... 17 HVAC Zone. Space, Loyd-Summary .. . .... o .. 13" Not,ir.e: Responribil.::it.y+ far Sizidg C.. icul.ation.> ........ z'1 CERTIFICATE OF COMPLIANCE: R sidential (part 1 of 3) CF -.1R page x of 21 Project:_ Sinttle Family Residence ; COMPLY*24 v 3.10 Designer: i Building . Permit No Location: ,Palm Desert Date: 6/20/1991 ; Checked By Documentation: ..Tann Conlon Custom Aire Date (User 4 1860) ?R©JECT AOD'RESS Job #: La Qui.nta, California GENERAL INFORMATION Cpmpl iange Method: Point System Climate Zone:, 15 Total Condttioned Floor Area! 1240 sgft Bq i l d i nj Occupancy: S i ng I e. Fam DO Front Entry Or ientat ibn: Fast Number of Dwelling Units: 1 Floor Construction hype:.: Slab Infit'trat.ion.Control: Standard BUILDING SHELL INSULATWN Component Area U Value Location/Comments R-,.11._Wall w/1" I"h6rmax 1149 0.0554 Whole Houle R-38 Roof /Gyp Ceiling 1240 O.02 90 Whole Ho+:ace^ Carpeted Slab 990 0."1200 • Whole House /Insul.= X2-0.0 Exposed S 1 cab i ra G' . 900 cel Whole h!c)u e J C ; Inset . R-0.0 THERMALMASS Thick Mass Material Area (in) Type Locgti:on/Desc:ript.ion. Concrete. Heavyweight 1.240 4.000 ' Covered Whole House /Int. plass Tile in Mortar- 250 1.006 Exposed Whole House /Int Mass CERTIFICATE OF COMPL..,TANCE: Residential.(part 2 of 3) CF. -1.R page 4 of 21. Prcajc:!ct: Si.r-igle Family F.e! :idc.,n :e COME='L.Y 24 v 3..1.0 L3e.:, i finer: Eau i 1 di i3g f r rrr i. t Lido Location: Palm Desert Date: 6/291'1.931 Checked By Documentation: .7ann Conlon Custom ,dire Date (User # 1860) G !_ A r .i N r3 Glass w 1' I n't L..oc..ation b.rient :area Type U-•VaI SC 5haid e Descrx'ptian Whole Nouse £'.a.a.-,t 32:9 Douh-Ie 0.65 9.88 9..33 Diotible/l. fight Blin South 16.9 Douale 9.65 0.88 9.33Double]/L_ight Blind West 8:i.09 Double 9.65 9.8£3 9.33 Double/Light L3Ii.rtrf-, SHADING= (for Glazing .:above) aver L_oc:ation Exterior Device SC hang Framing Typc Whole' Blouse 59 %, Bug Scree.n 0.8 2.9 Metal. w/o MuI I ions: 59 ,. {'3+_ig Screen 0.84 2.9 Metal w 0 MuI I ions 59 %• Fug Screen 9'.84 6.0 11 t a I VI 0 haul I ian , ^ ` CERTIF,ICATEOF CnMPLIANCE:Residential (part 3 of 3) CF -1R page 5of 21 ~~~.~~-~-~~~-~~~~~~.~~~~~-~~~~~--~7~~~~~-~~~~~~-.~~~-~~~~~~-~~~~~.~~~~~~~~~ ` ,projecti Single Family Residence. : COMPLY 24 v'3.10 Desi gner: ' Location: Palm Desert ' Dat/s; 6/29/1991 Building Permit No` Checked By Documentation: Jann Conlon Custom Aire '.' | Date (User # 1868) HVAC SYSTEMS.Minimum 0utput'Duct Duct Manufacturer/Model No. Syptem Tj/peEfficienoy (Btuh) LooatiOn RYa] (or approved equal) ~~--r-~~~~- ---------- -~~-~- n~---~~~~----~~- -~~~ ------------------------- Heat --~~...~-.-.-~---~~-~.Heat Pump 6,500 HSPF 34200 Vbnt, Att c Space 7.0 Janitrol CP36 ^ Heat Pump `9.508 SEER 14200 Vent, Attic Space Janitrol CP36 Max, Furnace Output:, ' ` _ 45000 Btu. Cooling Exception: __CF 4*Couling (see Load Calos) require; Btuh ^, ^ HOT WATEA SYSTEMS Tank Manufaoturer,Model No, of Energy R-12 System Type' Volume (( r approved equal) ` Sys Credits Blanket ` ------~~----~-~-~-- ~~-~-- -~--~--. ^--~---~---~~~~- ~-~-- ------- Electric Resistance 46,0 Rheemglms 8lY~520 (SE) 1 0 Y ; . SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) ' ' `^ COMPLIANCE STATEMENT ' This Certificate of Compliance lists the building featurms' and performance specifications needed to comply with Title 24, Chapter 2~53 and Title26 Chapter 2, Subohapter' 4, Artiole 1 of.the California Administrative Code, .This certificate has been signed by the individualwith overall design responsibility andAhezbuilding owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaadr of the building. When thia Certificate of Compliance is submitted for a Zi.Qle building plan to be built in multiple orienlations, All building conservation features which vary are indicated 'in'the Special Feature=/Remarkssection. DESIGNER ' License ' ' Signad: DOCUMENTATIOW AUTH0R (Date) Jann Conlon` Custom Aire P.O. Box.2751 Palm Desert, Ca, 92261 619 341 9533 Sign ed li!iloitt, BUILDING OWNER ' Pacific Trades Construction ` / Signed,) (Date) ENFORCEMENT,A8ENCY Nome. Agency:. Telephone: ' Si0ned: (Date) _ MANDATORY MEASURES CHECKLIST (part .1. of :2) MF -IR page; 6 of 21 Project: Single Family Re idenc e ; COMPLY 24 v 3.10 Designer: Location: Palm exert Date: 6/20/1931 Building Permit MO Checked By Documentation: .7ann Conlon Custom !wire Date (User 4 .1866) NOTE: Lowrrise residential buildings :subject to the Standards must contain these measures regardless of the compliance approach usedZ Items marked with an asterisk Q) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into thr permit_ documents, the features noted shat t Lie considered by ,all parties "as binding minimum component performance-.• +pecificationd' for the .mandatory measures whether they are shogun elsewhere in the doi'.uiflent`S or on this checklist only, BUILDING ENVELOPE MEASURES Enforcement o Ser.... 2-5352(o : -Minimum ceiling insulation RQ9 weighted average . a Sec. 2-5352(b): Loose fill insulatiori.manufacturer`; labeled R -Value. o Sec. 2-•5352(c): Minimum waall inMlation. in framed walls R-1.1 weighted average (does not apply to exter iorma >s walls) . o Sec. .2-5.352(k) : Slab edge insulation - water absorption rata no greater than .0.3%, water vapor transmission rate no greater than 2 .0 .perm/inc:h.. o Sec. 2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type .and form. a Sec. 2-5352'(f): Vapor••- Orri.ers mandatory in Climate Zones .14 and 1.6 only. o Sec. 2..,.531.7: Infiltration/Exfiltration Control.; a. Doors aod Windows between conditioned and unconditioned .paces designed to limit a i, r leakage. b. Doors and windows certified. c. Doors and windows wveatherstri.pped! all joints and L. ene tra t i ons caulked and sealed. o Seca 2-5352(e): Special infiltration barrier installed to comply with Sec. 2T5361 meets CEC quality standards, o Sec. 2-5352(d):. nstallation of Fireplaces 1. Masonry ,:anti factory -built fireplaces have : a. Tight fitting, closeable metal or glas_, door - b. Outside air intak'e with damper and control. . c, Flue damper and control 2 No continuous burning gay:; pilots. allowed. ^ , '. MANDATURY>EA5UR[S CHECKLIST (part 2'of Z) MF -IR page of 2l -~--~--~-~~- ----------- -----~~-~--~~---- ~ - - ` . -~- ~ ---~_~~-~ -_~-~~---- ~.-~~~ Project: SingleFamily Residence . , | COMPLY 24 v J.10 ' Designer: ' | Building ermit No `/ Location: Palm Desert ` Date: 8/20/1991 | Cheohed By Documentation: Jann Conlon Custom Aire | Date (User # 1869) ~-~~ ~~~~~~~~~~--~~~~~~~-- 7-~~--~~ .... .... .... ~-~~_~~_~~~~~~~~~~~7~-~~~-~~~ - HVAC AND PLUMBING SYSTEM MEASURES V Enforcement o Seo. 2~5352(g) and 2-5303i Space oonditioninghquipment sizing: attach calculations. - ` o Seo. 2~5352(h) and 2-5315; Setback thermostat on.al1, applicable heating systems. o Seo. 2-5316(a);,Dwcts constructed, installed and insulated per Chapter 10, 1976 UMC. o Seo, 2-5316(b): Exhaust,systems have damper control . '. - . ` o Seo. 2~5314(o); Gas-fired spaod heating e u1pment has `intermittent ignition devices. u Seo, 2-5314: HVAC equipment, water heaters, ahowerheads and faucets certified by the CE{1, o Sec, 2^5352(i): Water hea' / insulation blanket (A~12 or ' greater) for storage 8 backup tanks for solar water heatihg systems; first 5 feet of pipes Closest to tank insulated ' (R~J or greater), o Seo. 2-5312(Exception I), Pipe insulation mn'stea.m and'steam condensate return 6 ,r1oirculating'piping. ` . . o See. 2-5318(d):.Swimming Pool Heat1ng 1. System has: a. 0n/off switch on heater. ' b, Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2; 75 p ent thermalef iciey, 3, Po 1 cover. 4, Time clock! 5, Directional water inlet- ' LIGHTING AND APPLIANCE MEASURES o Sec. 2-5152( '): Lighting ~ -5'lumena/watt or greater for ` general lighting in kitchens and bathrooms. ^ ` ^ . o Sec, 2~6314(c) : Gaa fired appliances equipped,with _.intermittent ignition devices, o Sec. 2-5314(a) ;jefri0erators. 'efrigerator-freeaery, freezers and fluorescent lamp ballasts certified by the CFC. Indicate make and model number. POINTA SYSTEM St. MM,hRY t CLIMATE ZONE 15 1 P - 2R page 8 a 21 Pro j ec: t e. Single Family Ree :dente COMPLY 24 v :3.1.0 Designer: = Building Permit o Location: Palm Desert Date: 6/2811991 -; Checked By DocumentatWn; Jann Conlon Custom ,dire 1860) Date Now --------------- BUILDING DATA C Conditioned t. ]. c).ned 1. t:3C.)r" Area 1.2 40 gft Number of Stories 1. • Occupancy Type : S .i ng l e , Fam pet SCORE CARD measure Points. 1.. ; Roof Insulation 0.0290. (U,.L &16e) 2. Wall Insulation 0,.0554 (t.lnValue) 2 .3. Raised Floor Insulation 0.0000 (U -Value) .3a. Controlled Vent Crawlespace• , 0.0 (R -Value) 4 Slam Edge lnsul,tion 0.8100 (f2 facto{.,) _L 5. IofiItrat [on Standl rd 6. Glass Heat Loss 10.,!x% . ✓ Sum .1-6 C 7. Shade Oren ,area °s G 1 ais Sc OH Eff >> a. North 0.0 00 0 x 0.00 -0.0 0 b. East 32.0 2.6 -x 0474- x 0.90 = 1..7 0 c. Sout1) 16.0 1.3 x 0.74 x': O,W! 0.8 £i rl .. West 81..0 6.5 x *6. 74 x 0.69 :. .3 .4 . 1. e... Skylight 0.0 0.0 x 0.00 0. 0 0 S. Shade> Closed area . Glass Sc OH Eff U a. North 0.6 0.0 x 0.00. - 0.0 .1. b. East 32>0 2,6•.' x 0.28 x 0.82 - 0.6 2 c. South 16.0 L.0 x 8.20 x 0. $6' ._ 0 . a 5 K West 81.0 05 x. 0.28 x 0.59 = 1.1 2 e: Skylight 0.0 . 0.0 x :04 Of 0.0 0 9.*Interior Thermal l Mas 2.16 1 101 Exterior Way l I Mawo 0.00 0 Sum 708 1.0 11. Heating System .6.508 HSTF x 0 . $44 Duct Eff w 5.46 Eff HSPF 0 :' Zpnal Antr'ol: No 1.2. Cooi.System 9.50b SEER x Q.63 Duct Eff _ r.,80 Eff SEER 9 .13. Water Heating (:::see Di -W Worksheet) -27 Point Total: 0 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF.,::3 +gage 9 of 21 Project: Single f'°,_mily 'e!—r-Attnc(, ?s i .10)= Designer: i Buildirig Permit No i Location: Palm Desert f3c11:C.: 6/20.11991 Checked By _ Doc+..mentat. ion ; ,ann rof) lon Ct.t_,taiii Air-c ; {3a;tc> (.lJ._,r'r 3860) Assembly Name- R? ,.- 3..1. .Wall ,v / 1 " Thermax Assembly Type: Wa1,1 Assembly Tilt: 90 deg (Vertical) ThR....VaIue ConstrUCtion Compote nt ` .•• Fr- (in,) Sumiiier Wintet_' " Outside A i. r, Film -3.2-5 0.17 3.. S t uccc3 0.875 0.3.7 0. J. 7• 2. Membrane, Vapor ,-Pet meable Felt 0.010 0.06 a.06." 3. 1rsuIation, iri ,rr i ax S ' 3. foil Faced ]:.000 7.20 7..2 0 .n.,: In,01ation, Mineral Tool; a .l l" 3:500' 11°00 11.00 5. Gypsum or, P l as t'er C3oarci, 0'..500 0 .' 5 0.45 6> 7.. 9. Inside, Air Film 0.6£3 0',6 : i Tota l .l.9 . 82 19.74 Framing Percentage: '•.15 > a °6 F amirtg Mater i. al a' S(`)ftwocir_i., {)ouglaw Fir"Larch -,. C_ lr tl.. 'io am' i djus at n for Fr try A ) in r tr i::t Summer '.!­ VaIue 0A.814 x, 0.3.5 -= 0.0553. Win -tC r ii•::,a.l.ltC' 0•,135 ,. _ 0.082.0 x 0 . 15 0.0,554 ,4 OVERALL VALUES ADJUSTED FOR FRAMING R•,,VaIue l.£i.l.' 3.13.06 U.: Va 1,ui. 0.055.1 .,0.0554. SKe,tch of Construction Ass embly' _.- ._.__.... Abs-orptivity: 0>70 Roughness. 5 tucc a 0 Wood Sti.i ng l es We:`ight :' 12 .4 1b/_ q f t Heat Capacity: 2.01. CONSTRUCTION ASSEMBLY COMPLIANCE: FORM CF-3 p ge 16 of.21 Project:. Single Family Residence; COMPLY 24 v 3..10 Designer: Building Permit No Location: Palm Desert Date: 6/20j'1991 Checked ,By DocumentationV :.7agn Conlon Cubtom. ,dire Date (User 01860) Assembly Name:M-.38 Ro.ofrrGyp Ceiling Assembly .Type: Roof Assembly Tilt: 0, deg (Horizontal Roof) Th R-Value Construction Component:: : Fr (in) Summer Winterr Outside Air Film 0.25 0,17 1. Roofing, Asbestos-Cement Shingles 0.250 0.21 0.2.1, 2. Plywood 0>500 0.63 0.63 3. Air Space,, ].2:00 1.€30 0.93 4. Insulation, Mineral Wool, R•.,38 :° 1.1.500 38.00 3.8.00 5. Gypsum or Plaster Board. 0.500 0.45 0.45 7. Inside Air Film Total 41..46 40.87 Framing Percentale : 1610 Framing Material:: Softwood; Douglaq F"ir-Lar•c{, - .. . .. Ca lcu iairn. i o_Framing A ju,tment.Summer U..Value 0.0241 x D.90 + 0.0674 x 0..10 _ 0.028A, Winter U., Value 0..0245 x 0.90 ,, 0.0702 x 0.10 - 0.0290 OVL•IAl.L VALUES ADJUSTEDFOR FRAMING R.-VaIue 35. ].5 34.43 .,:.... ;.:. l.!• Value 0.0284 0.0290 Sketch of Con str action Assembly _... _._.- _..._.._._ Absorptivity: f .9 710 Roughness:. Concrete , AspK4 Shingles Weight: 9.9> lb/s if t. Heat Capacity! 2 : 95 ` CON' STAUCTION ASSEMBLY COMPLIANCE C Fpage 1 I.` of 21 , Project- Single* Family Residence ' _ | COMPLY 24 v 3,10 ' Des |ner: ` . | Building Permit No Location: Palm _Des6,[t'Date ` 6 /29/lg91 | Checked, By / Documentation: Jann Conlon Custom /\ire .... .... .... ~ ~~~~~ - ~~ ~~~ ~~~~~~.~~~~.~~~~~~~~_~~~ _Date (User ` # 1960) . Assembly Name': Carpeted Slab ' Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) ' ' ' Th R-yaltie Construction Components Fr . (in) Summer Winter . ~--`-~~ -~-~ ~-~~------~~~----~~------~----~~--~-~~ Outside Air Film 0,25 8,17 l. Concrete, 1,40 It), Not Dr ed `. 3.500 8,28 0.28 2. Flooring, Carpet and Fibrous Pad ` 8.250 2,08 2,08 3. 4. ' 5. 8. ' ` 7. 8. ' In -Ade Air Film 0.92 -.... .... .... .~ . ' ` ^ ^ Total 3,22 ' FraminuPercqntage: 0,0 Framing Material; NONE. ' / . . / . | | . . . . ` .. . ' . . . . ..' ~----~~.... .... .... ---~-~-~--~-~~-~-~~~- Sketrh`Pf Construct ion Assembly ' . ' OVERALL VALUES ADJUSTED FOR FRAMING R_Yaltie 3,22 3,45 . ` U-VaItie 0,3106 0.2899 ====== ====== Absorjptivity: ` ' 8.70 Roughness: Concrete, Asph, Sh1ngles Weight: _40.9 lb/sqft Heat capacity: 9,01 ' ` ' ` ' CONS 'TRUCT IOC! ASSEMBLY COMPLIANCE FORM C 3 Page I.,., of 21. Project: Single. Family Residc:nc:.6 ; COMPLY 24 v 3. i.0 Tae A gne r ° ; Building Permit No Location. Palm Desert Date: 6/26/1'991 Checked By, Docum ntat ion: 3ann Conlon. Custom Aire Date (1..l::scr It' 1868 ) Asse:mb I y Na in Exposed Slab Assembly Type: Floor Ass mb'ly Tilt: 180 de:g (Horizontal Floor) Th F;•,,, Va 1 Lie Construction Component: F r { in) Summer W in'te r Outuido Air Film 0.25 .9.17 1. Concrete, 1.40 Ib, Not Drie 3.500 0._28 0.28 2., Flooring, Asphalt, Lino, Vinyl or- 'Rubber 8.010 0.0.5 0..05 3. 4. 5 6. 7. 8. 9. Inz::ide Air Film • 0.61. 0.92 Total 1..19 1..•42•' i='rdmi ng,.Percentage. 0. Fl .961, Framing Material: NONE ,.. .., ....,, .. ....,......... .... ... „ ., .......... .... ....., :..,. OVERALL VALUES ADJUSTED FOR T"RAM ING R..,. Va I ue , 1..1.9 1.'42 U! Va I ue_, 0.8403 0. 7 04 2 , Sketch of Conw;tructioh A ,sembIy w_...__...._. -_..__._._ Absorpti.vit.y 0.70 Rot.aghness e Conr-re l.e < As, ph. Shingles ' Weight:, 40.9 Ib/sclf.t CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 page 1.3 of 21. Projecti Single Family Residence COMPLY 24 v 3.16 Designer: Building Permit No Location: Palm Desert Date: 6/20/1991 ; Checked By Documentation, .Jahn Conlon. Custom Aire ; Date (User # 1860) Assembly Name; Double/Light Blinds Assembly - Type: Cl.az ing T R-. VaIUe: Construction Components Fr i n) Summer W i n t c r Outside Air Film ti.25 0.17„ 1.. CA' ' Double Glazing 0.500 0.69 0"69 2. .. - 3. 4. S 9. Inside Air Film 0.68 Total 1.62 1.54 Framing Percrentagei 0.6' s, Framing Material: NONE' 1 ' OVERALL VALUES ADJUSTED FOR FRAMING 1 , R,,,VaIue .1.42 11 S.A. ........ ........:.. .... ........ ...................... U V a 1 .ur• fl 6179 Q 6500 . Sketch of Con,tiruction Assembly Winter Shading Coefficiehv: 0.88 S{. comer Shading Coefficient: 0.33 THERMAL MASS WORKSHEET" WS -IR page 14 of 21, pro j ect : Single, Family Res i. dente :COMPLY 2A v 3.10 Designer: ; Bu i l d i ng Permit No Location: Palm Desert -Date: 6/20/1911 :'Checked By Documentation: .Tann Conlon Custom Aire Date (User 3 Sc0 ) INfiERIOR TEiERMAI.: MASS Interior .. Interior Sides Wal 1 Mass Mass Mass Maas Material '3'hick Exposed U -Value Area factor Capacity _ Concrete, Heavyweight ., 0 48 •- 0 12.8 x 1.8 •..2256.8, Tile in Mortar ].. Fl i3 l 2.5 3 .e a x 1.7 -. 425.0 TO`T'AL. 2581..8 INTERIOR MASS FACTOR 2681.3 IMC 1240 ;;q1t _ 2.16 .M:: ss l isted ,-: bove with a Wall t. -Value denotes .the Interior Mass credit for Exteriar. Mass Walls, and are repealed below for Exteripr Mars credit, 0 S • • .oc... x_: Exposed indicates mass covered.with surface nateria3. >::= F,-2. EXTERIOR MASS WALLS Exterior Exterior Sides Wall Mass' Mas Mass' Mass Material Thick Exposed U -Value Area Tractor Capacity ------ NONE . , INTERPOLATION, ` WEIGHTED AVERAGE 6ADDITION ~.... .... ` WORKSHEET WS -2R page l5 of 21 Project Single FamiI y Resideoce ~ --~~-~--- ~_---~~~~~ ~--~~~~~~~----~~~~~~~ | COMPLY 24 v 3.18 Designer: ` ' ' | Building permit No Location: Palm Des rr ' Date.' 6/20/1991 | Checked By Dooume,ntation: ~~~-~----~~~~_~~--~-~~-----~~-~---~~~----~~ --~~~~~~---~-~-~----~----~~-~-- Jann Conlon Custom' Aire ' ` |Date (User # 1860) INTERPOLATION ' Point - ` Point ' ' Point Score Act ua\ Value Score. Score Va}ue Vcxlue Polnt Item ~-~.... .... -~ l yalue 1 3 1 2 1 Score Roof ' M -1025S - 8.02) x ^$) /( 8.04 ~ 9.02) = 0 Wall ` +( 0,0554 6.04) x ( 1 ~ 6) /( 0.06 a. 0.4 J Slab Edge' ~1 +( 0,8108 ~ 0.80) x ( `-3- ~1) /( 8.98 - 8.80) Glass Type Z 7 +(10.4032 -10,80) x ( 6 ~ 7) /(1l.98 ~1 0,00 7 E Shada Open Q +( 1,7297 ~ 1,06 ) x ( 8 -' &) /( 2,80 ~ 1^00) = S 5 Shade Open ~l +( 5.8324 ~ 0,09) x ( Q- ~l) /( 1./00 ~ 0,00) = -0 W Shade Open '+( 3,3508 - 3,88)`x ( 1 1) /( 4.80 . 3.00)` 1 E Shade Clsd 4 +( 0.6922 ~ 8,08) x ( 1 ~ 4) /( 1.08 ~ 8,08) = J S Shade Clsd 6.'+.( 0.2 -44 ~ 8,08) x ( -Z - 6) /( l,80 - 0,98) 5 W 1 1hade Clsd 2 +( 1.0835 ~ 1.00) x ( ~3 - 2) /( Z.00 - 1.00) = Z Int Mass -1 +( 2.1627~ 2.80) x ( ^0 - -1) /( 2,50 ~ 2,00) = ~1 Hem_tinn 07+( 5,4680 ~ 5.14) x ( . ~ Q) /( 5.50 - 5.14) = 8 Cooling W +{ 7,8850 7.0Q) 'x ( l8 ~ ` W) /( 8.00 - 7.80) = y WEIGHTED 'AVERAGE POINTS ` ' Type, 1. ^. Type 2 Type 3 Total Average Item Points Ar -ea points , Area Points- Area- Arem Points SHADING COEFFICIENT, (SC) WORKSHEET FORM S page 16 of 21 Project- Single Family Residence COMPLY 24 v .3.18 Designer: Building Per-mit No Location: Palm Desert Data: 6/20/1991 Checked By N; Documentation: .Tann Conlon Custom Aire Date (User- ## 1.868) GENERAL INFORMATION 1. Glazing Type: Double 3. Framing Type: Metal w/o MOl l ions 5. Framing/Mull ion Factor-: 0.88 . ( from Table 6.Interior,• Shade Type: Dquble,/Light Blinds, 7. SC Shade Open: 8.88 (from Table G-91 or- show calculation) 8. SC Shade closed: 8:3.3 ('from Table G 9 sir show calculation) GLAZING, INTERIOR SHADE & FRAMING 9a. 8.86 (,SC 7) x 8.88 (F'MF ##5) = 0.177 SC Shade Open 10a.0'.33 (SC ##8) r, 8.88 (FMF' ##5) - 8 . 2,9 SC Shade Clo sec3 EXTERIOR SHADE Exterior Shade Type: 58 15 F3ug Screen 1..1. SC Exterior Shade: 8.8:n (ft-om Table G . manufacturer's data) 12. [ (8 . 8..? (SC x;#.1.1) x 8.25) + 0.75] x 8.77 (SC ##9a) 0.17A SC Shaide,Open , 13. f (8.84 (SC #•#11.) x 0.25) 8.75 { x 0.29 (SC #1:0a) - 0.28 SQL: Shade Closed OVERHANG FACTOR 01 as. s. Ovi--hng Dist Glares; P11 -.0j OH Factor 011 Factoi- Orientation Area Depth Above height Ratio Shade Open Shade CI -5-d East .32.8 2.8. / ( 8.1. '+ 5.8) = 0. 39 8.98 8.82 51*auth 15.8 2.0 8 . J. i 5.0) 8.39 8.87 0.68 West 81.0 6.0 / ( 1.6 + 5.0) = .1..89 0.69 0.59 DHW WORKSHEET ONE: STORAGE TYPE .6AS OR ELECTRIC page: 3.7 of 21. Project: Single., Family SIZes. idence. COMELY 24 v 3.10 i._c)Cation: Palm Desert Date: 6/20/1991 Bu:i. 1ding Permit No Checked By Documentatif.)n: .mann Conlon Custom Aire i Date (1,lcer ff 3.860) A EQUIPMENT DATA 1 Water heater type SE Enter SC or SE 2 Manuf.aicturer - •3 model number F.he mglas 81V 52D (SE) 4 Ignition device ill) GP, gas pilot or IID, int. ignition device 5 Tani: volume 45.0 Total gallons, 'from CEC' Appliance Dir'ector'y 6 Recovery efficiency 99.7 percent from CEC Appliance Directory 7 Standby loss 0.7 Percent/hour, from CEC Appliance Dire>ctgry 8 Rated input 39249 '8tu/hr, from CEC Appliance Directory (1 Lcwh � 3;+13 Btu) 9 Plumber of Heaters 1 From building plans (total) 3.6 Insulation J. Cket Y (Y/Pd) R 3.2 insulating jacket on the plan!:,., 8 OPERATING DATA 1 Climate Zone 15 See Appendix D 2 Water heating budget187.00 KBtu/yr/unit, `wee: Table 3. 3 Tanl< set teNm;:3 . 140 , f i xed i nput n Water main temp. 70.0 F, see Table J. 5 Daily trot water load 50 50 or 35 gallon's/unit, see Table 1 6 Ambient air: temp. 72.6 F, see Tattle 1 7 Adj Standby Losses 0.0055 See Table 2 or" Appendix, a 8 No. dowel l irtg units 1 From building plan;: (total.) 9 Number of pumps 0 From building plans 10 Pumping energy 0.0 Watt .hr/yr per Bump, see Table 3 C WATER HEATING ENERGY CREDITS 3.' Credit name see Table 5 2 Ani•lu, l Savi.ngS 0.0 KBt.0/yr/dwelling unit. sec: Table 5 D CALCULATE. ANNUAL WATER HEATING ENERGY (KBtu/yr) 1 Recovery load 10539.4 •((85 x 8.25 x(3.40-8 )x 365 x 0.:01]:•C2}x 88 2 Recovery energy 3.0571.1 •-D3. / A6 3 Standby loss energy{ 1162.6 (24 C (D2 x 1000) /,(A8 x A9 x 365) ]) x. 8 . 25 x A5 x 87 x 365 x (1.40 £36) x 0.003. x A9 4 Pumping energy 0.0 {39' 1310 x 3.41.3 x 3 x 0.001 5 Total energy, 35204 . n GAS SYSTEMS : (02 +• D.3 + DA / B8 EL_ECT,'?Ir.,; -.1 NO2 + D3) x 3] + D4} /.88 6. Water" heating budges: comparison :3.6500.9 KBtu/yr/unit B2 D. 5 7 Watvt r" heating bi_.tdget 26.6 F(;nts (D6 / Floor Area) x 2 r, 63 . HVAC ZONE HEATING V C60L I NG LOAD SUMMi/,RY pcacde 1.8 --------------------- of 21 Project: Single Foamily+ Residence COMPLY 04 v S A ; Designer< ; Building Formi.t No Location: Palm Desert Dater ,6/21/1991 Checked By Documen# ation: Jann Conlon Cultom We Date (User 01860) HVAC ZONE OESC,RInTI,OPd WVAC Zone,hamel. Who Ie Douse Heating Sfste�:m dime: Janit0al CPS& Cooling System Names I Janitro.l. CP36 System Multiplier: � Heating Schedu be i F;es i dent i a l: Heating Cooling Schedule: Resitential Cooling Fan Scheaulcs Reside'ntial HVAC & Fans. Freak Load Method s COINCIDENT Relative Humidity: 5� COOLING SPACES IN TL? I S Z6NE: PEAK HEAT I NG PEAK SENSIBLE L ^,1 E NT WholO.Flcuse (Jan 1.2am) cl (Jul 120) ..., TOTAL ;'sr 6YE LOAD :; fl 0 fl Bypass Ventilation AQI (; ; NUMf Q cfm) .,,6 � Supply Duct Conduction 8 � Supply - puct Leakage_ Supply Fran Heat .Gain . —1819 181.9 . EFFECTIVE SPACE: LOAD. •-..1819 ------ 1819 8 Ventilation Cli 8 cfm) Return Air Lighting Gain°. 8 Return Duet. Conduction 18 Return Duet Leakage Sfi` : 36 Ii Return F'an . Lieat Gain ...6 �} TOTl;I_ SYSTEM LOAD ..,,,1873 187 3 8 6.2 tors;. 0.0 tons SYSTEM,PE:F`?FORHANCE 2,' 278 26627 9683 AT: DE SIGN CONDITIONS 2.2 tons 0.8 tons • RESIDENTIAL SPACE HEATING 40AD SUMMARY page 1.9. of. 21 Project: Single Family ResVdencc:. ; COMPLY 2^ v 3.1.0 Designer: Building Permit No Location: Palm Desert date: 6/20/1991. Checker! By Documentation: .Tann Conlon. Custom Aire Date: (User li 1360) S pace Name: Whole House Cie=. i gn Indoor Dry Bulb TemperaWre : 70 F De ign Outdoor 'Winter. Dry Bulb Temperature: 32 i= Dc s i gh Temperature Difference: 38 F Conduction ^rea U� VaIue TO Btu/hi R-11 Wall w/1" Therlax 1.119.0 x 0.055'!, x 38.0 - 2417 Double/Lights E3linds 129.0 x 0.6500 x 33.0 31.66 R-38 Roof/ryp Cei l i.nq 1240.0 x 0.0290 x .30.0 13613 Urpeted Slab Perim = 200.0 x, •42 _. 8300 Exposed Slab Perim = 200.0 r. 42 8300 Infiltration: .1.00 x 0.018 x 1240 ;qVt x, 9.0 ft x 0.75 ^,C x'38.0 5725 40TAL ;-il3UR1...Y '-1EAT LOSS FOR SPACE 29297 SUPPLY AIR QUANTITY --------------- Heating: 29297 Btly/hr / [1.10 (1.05 F Supply 6 F TStat)] =. 666 cfm `"RESIDENTIAL SPACE C0OLlNG LOA[[ SUMMARY page 20 of 21 ` 'Project: Single Family���ride�ce ' | COMPLY 24 v 3.10 / / ` - Designer: ' �` | Building PermJ't No / Location- f',Ialm Desert Da t ; 6/2 0/199l ~Checked By Documentation:Jai-in Conlon Custom Aire ' | Date (User # 1850) ` Spaoe,Name:: ' � Whole House ' . Desiyn Indoor Dry Bulb Temperature: `. , 78 F Des ignOutdoor Summer: Dry Bulb 'Temperature ;ll2`F Design Temperature Difference: ' � �4 F Conduction Area ` U Va l ue 8tu/hr R~1l Wall,w/l" Thermax ' ' 114 9.0�9.0551 x 27.6 = 1748 'Double/Light Blinds 129~0. n 0.6179 x 3-4.0 = 2710 A~38 Roof/Gyp Ceiling 1240 x. 0~0284 x 48.0 = 1693 Infiltration: 1.00 x 0,018 X 1240 sqft x 9.0 ft x 0.75 AC x 34,0 = 51.22� . Shaded Unshaded Solar Ga in ` nrient. Area 'SGF Area SGF Sc Btu/hr .~~-~~.... .... ~~~~~~�~~~~�~�� Double/Light Blinds East [ 9.6 x-15 + d S 2Z.4 �� 73 z 8.28 = 496 ` Do bl /Li ht Blinds [ 16 0 3 ` u e g n s �h ou x l5 . '+' �.Q x 2] x 0.28 = G7 _ Double/Light Blinds . West ` [ 61.6 x 16 + 19.4 x 73] n 0.28 = 653 ' Int0.rnml Gain . Op Frac. Area Heat Gain Conv, 8tu/hr ----~---~-~----�--~_-.- -�--.... .... ~� -~�--- ~~~-----~ ----- ~--~.~ Li g'hting`1,80 x 1240,0 x 0.280 3,413 = 8_4 Equi pmeht ' 1.09 x 12-410 .0 x 8.250 x 3.413 = 1058 . Qccupants 1.98 x I248,0x 325, / 600 = 558 ' TOTAL. HOURLY SENSIBLE HEAT GAIN FOR .13PACE 14952 ^ Latent Gain Op Frac,' Area Heat Gain Conv. u/hr ----- - Eqoi pine nt ' 1.00 x '1248.,9 x 0.000 x 3.413 = 0 Occupants 1,80 x 1240.0 x 225 ' TOTAL HOURLY LATENT HEAT GAIN f"OR SPACE 558 ^ ' SUPPLY AIR QUANTITY Cooling: 1495,2 Btu/hr/ [1.88 = ( 78 F TS��t ~ 55 F Supply)] = 602 cfm -0 MAire AIR CONDITIONING SHEET METAL P.O. BOX 2751 • 74-757 JONI DRIVE PALM DESERT, CALIFORNIA 92261 (61 9) 341-9533 page ( ) of ( ) NOTICE: RESPONSIBILITY FOR SIZING CALCULATIONS NOTICE SIZING CALCULATIONS The sizing calculations in this document establish the upper limits of sizing based on the orientation for the dwelling unit. Actual design sizing of heating. and cooling equipment is the responsibility of the design engineer or mechanical contractor. The limit on furnar;�e meeting the capacity limit can deliver, in the chosen product line. HEATING: GAS FURNACE. The building heat lose and the resulting maximum heating equipment output calculations in this report meet the criteria of Title 24. This maximum may be exceeded when the furnace in the selected product must be larger to meet the cooling load air flow requirements. COOLING. The building sensible heat gain calculated in this report meet the criteria of Title 24 and may be used by the mechanical contractor in equipment selected may need to be higher than that stated in the calculations because the design 'conditions for'the location are different from the test conditions used,in the ratings. HEATING: HEAT PUMP. The heat loss and the resulting maximum heating equipment output calculations- in this report meet the criteria of Title 24. This information may be used by the mechanical contractor in equipment selection and system design which also would consider the balance point and cooling load of the dwelling unit. _ - ' ._. .. _. ....\.. - .• w Jim .. •r >..:.,- - . •^ . . • LOAD DURATION INCREASE i 1.25 GompuTrus Inc. SPACED:..o.c i LOADING LL - OL ON TOP CHORD - 30 PSF • OL ON BOTTOM"CHORD • 10 PSF • TOTAL LOAD - 40' PSF• •S PSF REDUCTION TAKEN ON . ; BOTTOM CHORD. AXIAL STRESS ONLY. . REACTION . 1287 MAXIMUM TRUSS MEMBER FORCES s g T1 - =2955 B1 - 2804 W1 -.-612 PEAR T2 - -2545 82 - 1838 Y2 810 '(2x6) C4x6.0 to 36'-8" 4.0" 2.0" (2x6) C-Ax4.3 to 30'-0" 4.0" 2.0" u (2x4) C-4x4.7 to 34'-0" 4:0" 2.0" ALTERNATE SPLICE (T2) t' (2x6) C-4x4.3.to 36'-8.. u i "B•" (2x4) C-2.4x4.3'to`34'-0" SPLICE D 12 (2x6) C-5x5.1 to 36'-8.1 1.5" 4 (2x4) C-4x4.3 to 34'-0" 1.5" H• NO SPLICE T? - C-1.Si2.6 to 36'-8" " C-1x2.6 to 30'-0" ? . ' . EOUAL PANELS TOP CHORD • 14 DOI 3 SOUK PANELS BOTTOM CHORD DC-: ?x4 C-, 1 or 1 C-1 H. 81 1 BI 20 C'1 --tF277ERLINE.SPLICE ALTERNATE SPLICE (B2) NO SPLICE C_; :..- C-3x6.0 to 76'-8 — -- C-2.5x6.0 to 76'-8" C-2.5x4.7 co 76'-@" C-2:5x4.7 to 30'-0"' ' SPAN-TO 36' SPLICE CrSxS: L to 36'-8" ~ I SYMMETRICAL ABOUPCENTERLINE FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE j 1SR063 - 76 - 4-,40• FILE NO.: , CHORD SIZE 2400 F 2250 F 2100 F 1950 F 1800 F 1650 F 1450 F ` ' SS DF q. Sr-; DATE: 6/1/84 • .: 2x6 REF.:'• 25-1" DES BY- SC TOP CHORD, ,- , ,- ,- „ ,- , . • 2x4 34'-0' 33 6' 330-0"" 321-3" 31 8 71 0' 29 -8 . . 3.1 33 -0' STANDARD ' BOTTOM CHORD 2x4 .i.. 76'-6" SED.: WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM • FIR, 2 x 3 N2 HEM -.'FIR C 1 Gosensi Holm unless; orwwhw LOAD OURATtON INCL EASE • 1,25 1 Oe$ nlpppr110e01M len►N raCsw q SPACED "A O.C. such r WnPon" ane partlrrrre badn0 to M Ometone • ` LOADING P. Ift by coke s 1 emon mratopandtldnwncfweabarlrrFsaa LL - OL ON TOo CHORD • 30 oSF .a- ox. ow at tT -0' *A nwecti-Or. w Tnsss OL ON BOTTOM CHORO • 10 PSim 1 F•or-ov-- ldsder*C*,geseaiaw"&eehg TOTAL LOAO - 40 PSF • - . Tr by WN boas Per aWatae. . •S PSF REDUCTION TAKEN ON 1, 13L3 oorerews rest wee Oraoswife she'"*' '. .. • OOTTOY CHOno. AXIAL STRESS ONLY a tnpw WIdWV ar rrwt traorq meamwd ewwe . rad t••. Calle a blrntaYNll1 ql mtsla r M lespdrt Dif17 d Mte residao1lre . 7. Oespn satrnes wars We b be unci in a'on•Cor"we w . ~4 end we lot 'dry condAion" d toe. mtwwa.Stliln aT a Design ass rues tis 0eaollg M as supperte (n/6 necesw7, t. Design assumes adewl• ereneper FseriOie 10. males SMA Oe lowed on cow Isces of Inca Will Oked a C-3x l 1.9 oenar W" Coincide -MOW oa.+n 6"& . . 11. Dig" inwems she of Prig in 0ttea Prta. tlletewee e7 ar C-1x2.6 it For beak desionvakas01—C 11CM- -C% w LCJLO.RR 4211 _,/ -I' to TT»c.rv •wl e.aenP+Ia. rrsr .Fea s+vft-a 1x4 et1z6 C-1:2.6• saayr+erltgw earateg wa>tswrt edMasware !et-to I - ON ►gnat spew Nae: ' I C-S:11.9 pares repot %•jr a saw sno of VW panty ess t:l•-3"'(4/12) with 2:4 lot-in' C-3:9.4 (without vertical) to 2•-0" (4/12) with 2:6 lac-!o / a®aelol ns t { C-3:11.9 (with vertical) to 11-1" (5112) with 2:4 let-" "gown mow to 19-7" (5/12) with 2:6 let-les expim eIm to 11" (6/12) with 2:4 1-in ommm to 11-3" (6/12) with 2:6 let-la 2" 3 (t) t C-5:11.9 a 1 (+) _ _ VEDGE • --- t 81 . tO 6" ((4/12)) C-3:9.4 to 4„. (5%12) pe q _ ircieal say lie omitted when , a littom Chord is less than 101-0 '+ STUB TO. SPAN/4-8” +e Al • to SPAN/2=10" '- PLATES INA I• SPAN FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED 1400 F 2250 F 2100 F 1950 F 1800 F 1650 F 1450 F SS DF #1 OF q2 OF SS HF q1 HF FOR LUMBER AND TRUSS DETAILS NOT SHOUN SEE: TRU44 - 48 - 4 - 40e 6/1/84 25-1 TRU44 - 48 - S - 40e 6/1/84• 25-1 TRU44 - 48 - 6 - 40` 6/1/84 ..25-1 WEB MEMBERS-2 x 4 STANDARD OR STUD GRADE HEM • FIR. 2 x DESIGN 3 p2 HEM =FIR OR AS NOTED ON LUMBER SPECIFICATIONS 'GOnetal NOIeS, urdcsS dherwke noted TRUSS SPAN 35'- .00" 1 Devgn to support loads as yWwn ' t Bead« and wection corNrsclo, should be ad.lsed of ati General 2 • Design assumes the top and bosom chords to be laterally braced of X -0 - LOAD DURATION INCREASE w 1.25 T Oil SPECIE GRADE MEMBER(S) roq 2,4 Im or Lateral Map recommended where shown ♦ ♦. SPACED '24.0' O.C. e. All lolwsl face real$ Ing elemenl/ such n lempotery and permanent sees _....__...._.._... 2x 4 .,.. 1- a pf E:, l . ... T 2x 4 BOTTOM CHORDS:Q/ OF $1 f- 6,. Q' ', QED JOyt LL 4 DL ON TOP CHORD - '30.0 PSF DL ON BOTTOM CHORD - 10.0'PSF+t rm:rsctiy 'ker'w, aevnoi; ailCp nlr drnimne is wumdrd ' T T Intenars ere complete, and at no time should any loadf g,ealar than WEBS: 11afCs sh'Yl lar' kx: le(I pr troth 1.-jr ; Of husS. ntwl jrlacctl so their Center P, 4r Cy TOTAL LOAD - 40.0 PSF* T 4 HF STAND 1-11 •5 PSF-REDUCTION TAKEN lebrlcellon, handing, shlpmenl end Inslallellen eI camp—rolls. 10, 2x I. This deelg'ro Is fumished subject to the Limitations on touts dosigns sal •Iorlh y V Q Q by the louse Plate Institute In'6ncing Wood livsses. aWT•16"• , ..copy of which will be fuenlshed by Compulrus upon request. ON BOTTOM'CHORD, AXIAL STRESS ONLY. devgmlor 116) rndcales 18 go malerral is used An offices are 20 ga T DC 0 ' 31191 * . LUMBER SPECIFICATIONS 'GOnetal NOIeS, urdcsS dherwke noted TRUSS SPAN 35'- .00" 1 Devgn to support loads as yWwn ' t Bead« and wection corNrsclo, should be ad.lsed of ati General 2 • Design assumes the top and bosom chords to be laterally braced of X -0 - LOAD DURATION INCREASE w 1.25 T SI2E SPECIE GRADE MEMBER(S) roq 2,4 Im or Lateral Map recommended where shown ♦ ♦. SPACED '24.0' O.C. e. All lolwsl face real$ Ing elemenl/ such n lempotery and permanent T 2x 4 TOP CHORDS: OF 1.1 1- a pf E:, l . LOADING T 2x 4 BOTTOM CHORDS:Q/ OF $1 f- 6,. Q' ', QED JOyt LL 4 DL ON TOP CHORD - '30.0 PSF DL ON BOTTOM CHORD - 10.0'PSF+t rm:rsctiy 'ker'w, aevnoi; ailCp nlr drnimne is wumdrd ' T T Intenars ere complete, and at no time should any loadf g,ealar than WEBS: 11afCs sh'Yl lar' kx: le(I pr troth 1.-jr ; Of husS. ntwl jrlacctl so their Center P, 4r Cy TOTAL LOAD - 40.0 PSF* T 4 HF STAND 1-11 •5 PSF-REDUCTION TAKEN lebrlcellon, handing, shlpmenl end Inslallellen eI camp—rolls. 10, 2x I. This deelg'ro Is fumished subject to the Limitations on touts dosigns sal •Iorlh y V Q Q by the louse Plate Institute In'6ncing Wood livsses. aWT•16"• , ..copy of which will be fuenlshed by Compulrus upon request. ON BOTTOM'CHORD, AXIAL STRESS ONLY. devgmlor 116) rndcales 18 go malerral is used An offices are 20 ga T DC 0 ' 31191 * . rto ' EXP Q, # I 114EfJr i .,a t '11=06-00 11-06-00 C -4x4.3 4 e 12 C-50.10 C -5x5.1 (S) 12 4.00 C? C-2.5x4.3(NS) 1. C72.5x4.3(NS) a 1.75 (S) 1.75 (S . C -5x6+ C-56+ . C -1x2.6 C -5x7.1 C 0. 5' 0: 5' C-2.5x4.3(NS) C-2.5x4.3(NS) -5x6+ MO. 1(S), C-50.7 (S) - C -5x6+ . o C -2.5x4.'3 X2.00 PROVIDE FULL BEARING.. 2.00 e f2 ( j 6-09-08 L 28-02-08 ( 17-06-00 . 17-06-00 35-00-00 Scale: 1/4', JOB NAME: LARRY to FILE NO.: 6CI-6+29-4/2-400 DATE:,' f/Q/90 ' REF.: 25-1 ' : DES. BY: BH SED.: •150049 Ver4..I , •WATININpe: - ' 'GOnetal NOIeS, urdcsS dherwke noted .1. Read all Oenwd Noted end Warnings before construction of trusses. 1 Devgn to support loads as yWwn ' t Bead« and wection corNrsclo, should be ad.lsed of ati General 2 • Design assumes the top and bosom chords to be laterally braced of X -0 - Notes and Warnings Dela• construction commences.9 o.c and at 12'O" o c respectively: 1. 1x1 cornp,e.elon web bracing must be Installed where shown 4. roq 2,4 Im or Lateral Map recommended where shown ♦ ♦. '. e. All lolwsl face real$ Ing elemenl/ such n lempotery and permanent 4 S f lius'^g s Lha re t onsrle s OI the restxecrve ve en,Mr CoevgInsfalla eras ur Us trusses cusses are to be used in a iron CArrpyve envrronenent. Devgt aor er.eing, meet W e•.Ign.e end f„Demes ey e.agnw of comoaae - **" Anes are for ey condition- 01 use slruclure. Compulru■ assumes no reeponslbit lly for such bracing. 6 Design asurnes lull beating al an SupponS $1,own,'Sewm or wedge i1 S. No load should be .polled to any component until eller as braelno.nd ) rm:rsctiy 'ker'w, aevnoi; ailCp nlr drnimne is wumdrd ' Intenars ere complete, and at no time should any loadf g,ealar than 6 11afCs sh'Yl lar' kx: le(I pr troth 1.-jr ; Of husS. ntwl jrlacctl so their Center design bads be applied to any component. , lines corrwxlc worth prof Corder biles S. Com lous has no control over and essumal no res onslblllt ler IM pu p r ” 9 qIS 110cale ore of pl:de u, rrT.hes lebrlcellon, handing, shlpmenl end Inslallellen eI camp—rolls. 10, nr ltasrC rk4.Irl v4urn of 11 w1 ompuaus Mile. imcb rd by lion 1w Nu I. This deelg'ro Is fumished subject to the Limitations on touts dosigns sal •Iorlh 1 I C". We I C 0 U R R 42' 11 The Comitr4rus Net Seclrrnt thin is indcaled by the prefix -CN-. the by the louse Plate Institute In'6ncing Wood livsses. aWT•16"• , ..copy of which will be fuenlshed by Compulrus upon request. devgmlor 116) rndcales 18 go malerral is used An offices are 20 ga t y EiMs1 1'Wel t/ea e etlaardaa aabaatt I - + - LOAD DURATION INCREASE - 1.25 I. Oerpab n.ppaa beds as shown\ All' IaOe iiiWWV 811111--fta I ; SPACED 2e- O C tt .ch asupon y wall M•ule^ot E.eciip b be oe and Com UT►-uS Inc. P LOADING by eoaom.6ty- lo w rl«iy traraa r s i Dee&^ ,at : LL • OL ON TOP CHORD • JO PSF r- l . P oc aM r 17 - 0' o.t uape 'dY. I- .... i OL ON BOTTOM CHORD '• 10 PSF • aFee recor—faded erxckV dM•b, see-BtacbVWood Tneasas- BWT TOTAL LOAD e 40 PSF • . 7T by tla Truss Plate InsuWa • •• 2x6 NO. 2 HEM -FIR TO 43'-2" •S PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY a 1.3 txard w -A htaM -.b btadrg -fore shven •' a ragas: bidgk a 1•bni bracing recorrnaerded wfaere • 2x4 CONSTRUCTION. HEM -PIR TO 36'-S" sa-6- •. • 2x4 STANDARD OR STUD HEM-F.IR TO 30' -S" REACTION • 1511 l k.a.eGon d Inca is M nspo wb-y d the taspecb" eonnga. ' MAXIMUM TRUSS MEMBER FORCES 7. Dee.gn enwnes trusses we to be used in a ron•cortoerva vnA aa• ,`. • SPLICE D TI..- -8103 BI - 7794 WI - - 665 awl and we la -bp condleon".d use. .. gn assures n,sewing ads pone aw.n St+ n a reope. . l Daut a PEARB B _ (2x6) C -5.5x7.7 to 43'-2"• 1.5" T2 - -7672 B2 - 6097 W2 - 1424 rres+ury. a p°`+ded (2x6) C -5x7.7 to '43'-2•' 5.0" 3.0" (2x4) C -5x6.0 to 41'-2" 1.5" T3 - =5796 B3 - 5272 W3 - - 582 biases on DWa bass a trtess ar+d pboe0 to Mei I PlateDesigssllbe'eoeounnbohbcas to Pbbs snot (2x6) C -4x6.0 to 36'-8" 4.0" 2.0" ' 24 - -4518 W4 - 562 tares Gees coincide estn ►okr sneer ulna: o NO SPLICE W5 - - 988 II. Dtgks kdeale ad* d plate nI No (2x4) C-5:5.1 eo 41'-2" 5.0" 2 V W6 - 2554 IL For bask assign values d M Cmlp.ana Pleb, WaScaled by n+a padn C' 2..5x6.0 CO 43'-2" - .. -C, swe I.C.B.O. RA 4211 SPLICE D ti Ties Cnwparua Nr uorew hese b Yaaceaa4 by M P -ft" r. M ALTERNATE SPLICE (T3) kraeee Ia sr b nsarea At oMan M m p► tMlvaaaa Jim; rNr (2x6) C-5.5.7.743'-2" 1.5" (2:6). C-6:6.0 to 43'-2" .to (2x6) C -4x4.3 to 36'-8"" (2x4) C-5x6.0: to 41'-2" 1.5" Ort Pat Spam Nob; n 12 On panel point spbces are located at 115 the 4 (2x4) C -2.5x6.0 to 41'-2" 'NO SPLICE ALTERNATE SPLICE (T2) panel length /• 6' at 'wane end of the parol inbotea H 74 (2x4) C72.5x4.3 to 30'-0" C-2.5x6.0'to 43'-2" (2:6) C -4x6.0. to 431-2" (2x6) C -4x4.3 to 36!-8" T3 (2x4) C -2.5x6.0 to 41'-2" 2x6*• (2x4) C -2.5x4.3 to 30'-0" 2x4• 115 7 8 EOUAL PANELS TOP CHORD ``eat I ami 2 C -1.5x2.6 to 43'-2" - 32x4 g 6 EOLIAL PANELS BOTTOM CHORD a0 loon L W LOC; 2 Desai I 93 I 2 r `. t or x am • E c 12 e.do SPLICE ; . 2x4 CN18-5.5x17.9 to•.43'-2" NO SPLICE ALTERNATE SPLICE (B2) ' BI DOUG.FTR e lir--- C -5.5x9.4 to 36'-5"CHI8-5.5x13.6 C -2.5x6.0 to 43'-2" CNIB-5.5x17.9 to 43'-2" to 43'-2" CH -5.5x14.5 to 38'-8" C -5x14.45 to 37'-5" SPLICE C -3x11.9. to 30'-10" ^' "` •+ s C -5.5x11.9 to 43'-2" NO SPLICE SPAN TO 43'-2" HEM -FIR ■enaK n ; C-5.50.4 to 37'-6" C -2.5x6.0 to 43'-2" CN18-5.5x13.6 'to 43'-2" •` :). SPLICE C -5x14:5 to 37'-5" ' CNIB-5.5x17.9 to 37'-4" C -3x11.9 'to JO' -10" is •' - - CN --5.5:14.5 to 30'-3" SYMMITRICAL ABOUT CENTERLINE FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED ( FILE Nd.: SCI86 43 - 4/2 - 40* CSIZED 2400 F 2250 F 2100 F 1950F 1800F 1650 F 1450 F SS DF a 1 DF "2 OF SS HF s 1 HF I I 43'-2" 43'-y 43'-2" ' j DATE/1/BS REF 5-1 DSS BY SC TOP 2x6 CHORD 2x4 41'-2" 39'-11" 38'-6" 36'-10" 35'-2" 33''5' 30'-6" 36'-6" J2'-10" 28'-5" 32'-5" 28'-10" I BOTTOM CHORD 2.4 43'-2" 42'-1" 37'-2" 33'-2" 27'-2" 38'-5" 34'_2' 28'-6" J2'-1." 27'9" r SEO _ TANDARD WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2.x 3 $12 HEM - FIR OR AS NOTED ON DESIGN- f 1 - 1