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SFD (12995)
51610 Avenida Martinez 12995 P.O. BOX 1504 Q. Building 51-610Martinez.78-105 CALLE ESTADO "" A AddressLA QUINTA, CALIFORNIA 92253 Owner ?eke Coronel Mailing Address P.O. Box 1238 City Zip Tel. La Quinta, Cik 92253 5 4-4b04 Contractor C6ronel Construction. Address- P.O* BoX 1238 Cit Zip Tel. Via. Quinta, el 92.253 •564-46€4 State Lic:'` ' t City & Classif:' .: 634881 Lic. # 2261 Arch., Engr., .Designer.,, --,- Address Tel. - City Zip State ' Lic. #' LICENSD'D CONTRACTOR'S,DECLARATION I hereb afaff that carpi licensed under provisions pf Chapter 9 (commencing with Section 7000) ID 4i5ionr3 of the;Bu"siness andrProfe sign (l oEde; and my licenses in ful .fo ce effect. 7 t ,! t 0 _• f. BUILDING: TYPE CONST. ` OCC: GRP. A.P. Number 773•-142-•006 Legal Description Lot 19 Shack 1,13 Project Description SPS Sq. Ft. 12461 No. No. Dw. Size Stories Units New Add ❑ Alter ❑ Repair ❑ Demolition ❑ Permit does not include blocs walls or* Pg0l . SIGNATURE f DATE BY: OWNER-BUILDER DECLARATION •- I hereby affirm that I am exempt from the Contractors License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also Distances: Estimated Valuation Front Setback from Center Line requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for, the alleged exemption.` Any, violation of Section 7031.5 by 'any applicant for a permit subjects the applicant io a civil penalty of not more than five hundred dollars ($500). -0 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden • of proving that he did not build or improve for the purpose of sale.) PERMIT ' Plan Chk. Dep: Plan Chk. Bal. Const. - Mech. Electrical Plumbing' ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for, - such projects with a contractors) licensed pursuant to the Contractor's License Law.) O I am exempt under Sec. B. & P.C. for this reason Issued by: Grading Driveway Enc. Date owner Infrastructure WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I cer Illy that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above-. mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip L • TOTAL REMARKS $75,124.00 t 254.00 AMOUNT 216.03 531.50 62.00 115.99 166.00 7.60 20.00 1,652.05 2,77'1.1.7 ,A-ryfiD . ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line ' Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. @ $ UNITS SLAB GRADE 164 2ND FL. SO. FT. BONDING YARD SPKLR SYSTEM POR. SO. FT. @ MOBILEHOME SVC. BAR SINK GAR. SO. FT. @ POWER OUTLET ROOF DRAINS CAR P. SD. FT. GAS (ROUGH) DRAINAGE PIPING WALL SO. FT. OTHER APPJEOUIP. DRINKING FOUNTAIN SO. FT. @ TEMP. POLE URINAL ESTIMATED CONSTRUCTION VALUATION $ - WATER PIPING NOTE: Not to be used as property tax valuation FINAL INSP. FLOOR DRAIN MECHANICAL FEES WATER SYSTEM WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER FRAMING —z- i2 G0 GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED P/t,. LAUNDRYTRAY AIR HANDLING UNIT CFM REMARKS: IKITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. @ c BATH TUB SO. FT. @ c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID @ 11/4 c SEWAGE DISPOSAL SO.FT.GAR @ 3/ac HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE / PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK (f, GROUND PLUMBING5/24 4,YNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE 164 ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS Z SEWER eR BEP- IUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING yd. $ plus x$ =$ LUMBER GR. FINAL INSP.,., ! -.q.3Cu. FRAMING —z- i2 G0 FINAL INSP. ROOFING 6-1(a-9 L P/t,. REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND?--CJ `13 c FINISH GRADING FINAL INSPECTION 2e 3 7 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 15/21/1132 Type of Permit I La Quints No. 12223 Permit # owner Name Zeke Coronel Log No. Street See Below City La Quinta zip 92253 Study Area APN # I I Tract # I J Lot # 0 Square Footage 13055 Type of Development Single Family Residence I No. of units 2 Comments 51-610 Martinez (1246 sq. ft.) and 52-560 Navarro (1809 sq. ft.) Study area 113 Rr 112 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 1.65 X 3 055 or $ 5,040.75 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 Coronel Construction Telephone'" 564=Q604 _ Name on the check A f^ i By lames E. Lively Assistant Superintendent, Business Services Fee collected /exempted by Marcia J. Ewart Payment Received Signature Check No. 2126 Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/ Receipt Copy - Accounting Assessors Parcel No. COUNTY OF RIVERSIDE HEALTH SERVICES AGENCY _ _ 1 - .. DEPARTMENT OF ENVIRONMENTAL HEALTH %% /Ya OD O 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 list. Anon -refundable filing fee (see below) is required when the application is submitted. Check must be made payable to the County of Riverside. Approval of this application shall remain valid for a period not to exceed one year from date of approval„ {r yy p 05 10 9 3 14:100001 LOG #Xf_.-71T__0'&44 VERIFY ITEMS IN SECTION A FROM A NON -FEE BUILDING & SAFETY (goldenrd'd ..,APPLICATION $15 A nt, Contracto , Conta t Per Phone Aoq `Addres city,State 1140 730 QFe Phone 'bel- 40cI AddressCiti St to Zip $Y- i7o Sen11aAr /, (iri1 her G 1' q?zs' Job Property Address City State Zip Legal Description Prop. (PM, Tract, Lot) 51- N Atl n//DA 4444%/n/EZ L A (,ia,; nt I CA O% 11, A6'(k II 9 -SA-✓rxt C4•4 9 XXi Lot Size ater Agenc , II x ,, Use of Permit P/P, CU, etc. Other r Alt F LAaW, I't 490/i / / Dwellin , M Site Prep etc. !/V 1 J Signature of Applicant Date CATEGORY REV CODE FEE CATEGORY REV CODE FEE SUBSURFACE DISPOSAL (per system) 1238 $153.00 SITE EVALUATION UPON REQUEST 7349 $120.00 ❑ MULTIPLE PARCELS WITHIN SAME LAND DIVISION (NO PLOT PLAN) ❑ SEWER/SEPTIC VERIFICATION 7348 $ 58.00 a. 1st 4 Parcels (Each) 1238 $153.00 ❑ PRELIMINARY ELECTIVE EVALUATION b. Each Parcel after 4 7344 $ 55.00 (Attach DOH -SAN -53) 7352 $ 69.00 ❑ REREVIEW (2nd review same parcel) 7344 $ 55.00 ❑ HOLDING TANK 7351 $119.00 ❑ SITE EVALUATION in Conjuction with Critical Area 7346 $197.00 ❑ ALTERNATIVE EXPERIMENTAL SYSTEM 7345 $656.00 ❑ SITE EVALUATION Lot Less than 10,000 Sq. Ft. 7347 $172.00 ❑ GRADING PLAN REVIEW DETAILED 1238 $104.00 ❑ GRADING PLAN REVIEW CURSORY 1238 $ 55.00 ❑ SECOND FIELD VISIT (SITE EVALUATION) 7346 $ 85.00 ❑ COPIES (LAND USE) 7786.81 $ .50 INITIAL DATE -No Holding Tank Agreements Completed ❑ Yes 0 Certification of Existing S.D. System Required ❑ Yes ;-'No WQCB Clearance Required ❑ Yes JdrNo (Attach Form DOH SAN 007, Santa Ana Region Only) Soils Percolation Report Required ❑ Yes Special Feasibility Boring Report Required F-1Yes;No"- ;No, Detailed Contour Plot Plans Required (1 to 5 ft. interval) ❑ Yes Grading Handout Provided ❑ Yes ;-'No Staff Specialist Lot Inspection Required ❑ Yes %N Maintenance Booklet Provided ❑ Yes No Lot Inspection Date Initials C/42 / Soils Percolation Boring Report by Lic/Project # Date Soils Map Page Soil Type Approved By Date No. of Systems Type of System(s) No. Dwelling Units (1) Septic Tank Soil Rate Nprease/sand I Tank ED Replacement Waw❑ Addition Bedrooms, Fixture,lJts G;e elntcp/Lint Trap 11 Existing /Jwa. Al f4,rt K = Gal. O- .f B Gal. . Ft. Total Linear Sidewall Allowance Leach Bed sq. ft. B om Area F . rock/ sq. ft. per running ft. ft.mchas, Line(s) ff. long n. wide with of `fatty Are Inlet Tested Depth (®„tl min. min. ck below drainlines or .. Proposed Bottom Tested Depth Leachlines/bed special design for slope: (3) Pit Diameter No. Pits Pit Below Seepage Pit Total Depth ae/ 43 / her: Applicable ®5, Inlet (BI) 1 (TD) Max. Allowable Depth N/A Overburden Factor " Y/ _ y / Q /- - a Well Review Approved: Signature Date Well Drilling Permit # Grading Plan Approved: Signature Date REMARKS: This application '4_A_P_P,_ROV EDD//D. -MSD for the category checked in SECTION B above, regarding the design of a subsurface disposal system as indicated on the accompanie p opsin the re uirements set forth in SECT O .abov@..9 building permit is necessary for the installation of the above designed system. onq'qn area (1) Septic tank must be 100' minimum from any wells !Y' /Q 2 Leach lines must be 100' minimum from any wells, includi gg a pansion area _ /I (3) Seepage pits must be 150' minimum from any wells, including expansion area;/« & / Signature of Health Official Date 1 /) 11 CASH CHECf/K NO. u 0 J RECEIPT NO. 3a (U Issued lay / v , Date ! U C 3 DISTRICT'0 Riverside 2 --Inc itS'p ❑ Hemet ❑ Perris ❑ Rancho Calif. ❑ Blythe DOH-SAN-122(Revt/92) DISTRIBUTION: WHITE—Office file YELLOW—Applicant PINK—Bldg. Dept. GOLDENROD—Plans/Records 30 i7f 9 : )LYIN C. KAMINSKAS A30110M Cnmmisslnner tlw4) 215.3000 d I ls"VFI,,UPCR' S N11NI.C t ADUR r,SS t 'tel 521 - i 01TIC,E OF AGRICUf_I URAL COMMISSIONER JAMES O. WALLACE, Commisslonor 83--612 AVen>`10 45 Suite 7 11163.0, CA 92701 ' ( 61,9) 342--3291 c , Cn.SF NC?:w_Ate-- P 02 SAaler. Walr hh ?! n . (1141) 17546 ,IS,s t 'j ,,' 1/J%aCilrU t Dear; beve_loper t After re-vicwing your lamisctaping p lar):3 , W-1- plant I•rIlLer its]_ listed i.g rtot . {ra violation of litaranline laws yuverning L -ho Coachella Valley. If subsUitl'it' lorvJ " clo occur and Lhey differ: 1'rcm plar>'t m--iLer_ial 13.13ted,; this office must b ,,0,,pti_fi4,c 1"M6 i.ateiy, Thank' t you for arotecti►tig and presea:vi.r)c llte Cvaclre,l a Valley's pe»r- ft-c, en! Aji lcu,l,tu,t al com _ss loner' S x f 3-ce c;c: iixUa Land Riverside 44)80 LEMON SIREEF, ROOM 19, I?1VF,:I2SI0F., CALIFORNIA 92601 — F/1X (71 1).•275 3092 ` ' ,r —r S A:5 : 1 F.1 y I •, < r LE ; 114td1<:i5 OYwERNi$E SV','jjjq PEI914 ti" " ,-•,• .•, ` , fl inF.tC, .t, u ti •Y tf (:1Oi t tST C'+ . .A. J ,SS011Ei. tj ,`i t • 11 11 7 pp Il'•1 ' '.;_! :?c;: 'l ('cit•I; :t Yt.;fa 4'!ftt• o- c e0 slY. l, a;Ir'o a r c.E.N'cn., CA. 92253 AI .L.11ANt t'_. CON' j GOLIMY t.iVf.ASI ti . C, (A CAI11,0RtII jIjw .r+i."+ . rr.r...w s.wr.. n• bi: .nrr• W+ti r. t. .. I 1 AS ABOVE, i 3 52 w.Fxv o10Q 14 --JR SPACE ABOVE THIS L04C FOH RECORUER$ USE- t'a a 42 -006 oLSt 0F ISIGN1 `.D CaR i8 i1-bH;S) OECLARE(S) C)OCLIMENT ARY'TRANSEEA 1AX IS $ .3 cor!;pJted on `tali va!t;e of property conveyed, or , core'tputod on fu;i value loss value of liens or encurnfirances rerrsa.irrng 1 tiftt(: of • ,b=• fi] P., uninCU rpo rat a -d.` q.a .. .. .. . _ .. ',-AND ,APJD ... A_. city Cf La Quinta t= A R,,, LL 1A ;LF GONS`® RA•I'10N, receipt of wj)i ch is hereby acanowledged, T Ve ro, an unmarried Mean, I; ,,rc:by GNAW (s) V-) CORONFL, A SINGLE MA. i I' I } t6i©fa.lovdirtg described real property in the ,, C,,r ttlty of Riverside City Q# It o, a i ornia; 1. of Block 113, UnitNo. 1,2, Santa Carmelita at Vale La Ou%.nt ;; hc, rt by map on file in book .l8 pages 79 and 80 of Maps, Ret;orc % t>f: oa or' ide Counter, Califo ci,ia, 3 i 1 011 I i t i y ..---::'-anchez err, ....... ; ul ' cul 1, 1932 ' Maria S a i STAiF- Or- CALWOFiNIA,.- iF RIVF. 51D1 JJJ GO',,N1Yt)° --- __-- ------ t On . JW Y 2, 1992 C_JtJi1Y Mz_ HP IS N .r,parSona'I f8ppe8'ed,•---••- - — - i MARIA ?EZ 1'1 .ft0 l w a pelsonally lonown to Me (or proved to ore on tho basis of satisfactory , c , e . a re sJb.9oribQd to tree evi(lcncp) to .:e the pHrson(5) whose., i amC(,)& i :i'.l;:ri ins.( um' r:t and acknowledged tri me thF.t he.. h •they exeUuted the v ac,,ries and that by hl ;}teir +; t >ak'' a )I)y I,F, Pltlherithelr authorized Cd i. ) ° i` t ; p, w, i':.:..' JL tttiD.lr l wr i r' :,' y s rpr,artuL'(5) on th6 instrument the rson(s) or tt:e e°rtit aeon behi of r t , Ich the prrsorl(s) acted, o)focuted the Instrurnent. ? Mp (; lit41i551i A , tS $Pth. ?,.•i .y ti :t•: ar•:I r.{iirial cdSt. a i 'NI'i te:: 4-G • _ .:-, ,=c. - 4i7.ti14S41't?'Y _ ° 1 t+ gnaturo_ -- :c/,•=w! _ '= "_. _!=" "- ^ -- . _ -- (Tnz o•ea tur ofS c.nt+i0lq,eos..l, T, <v`Trlr ii5iir 1l Bi -loosJTe— — --•• _ ....—.. _. _ .._ ,_.. _ -- .... S 1 ` D 100YE, _ I (t of 14a. lluitbin,4, dub $Ufe 34tinkpitiall This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building! Code certifying that at the time of issuance this structure was in compliance with the various. ordinances of the City regulating building construction or use. For the following: (WO BUILDING ADDRESS 51-160 Avenida Martinez Use Classification Single Family Dwelling Bldg. Permit No. 12995 Group R3 Type Construction VN Fire Zone Use Zone SR Owner of Building Zeke Coronel Address P.O. Box 1238 City La Quinta, CA 92253 Lonnie Day By: . Dote: August 24, 1993 Building Official I POST 110 A CONSPICUOUS PLACE u T I T L- E 2 4 EhIER0Y GO1-4^EF;T I Or- OTr'lI'ADr'-'iRD :2EC I DEPJTr I aL COtViPL I `,t'JCE PCRTFOL I O Prepared for: Project: Prepared by: P'A T K E L L E Y'-. E L E C T R I C H E A T I N G & A I R C►0 N D-1 T 1 0 N I N G 82-192 Sierra Avenue Indio, CA.92201 (619> 347-5233 STATE LIC. 0 376505 GENERAL INFORMATION Conditioned Floor Area: 1246 Building Type: Single -Family Detached Building Front Orientation: COMPUTER METHOD ------------------------------------------------------------------------------- SUMMARY File: CORONEL Page 1 of 3 C -2R Project Title CORONEL CONSTRUCTION Date: 5 May 1993 Project Address 51-610 AVE MARTINEZ 11214 Conditioned Footprint: 1245 Ground Floor Area: 1245 ;Building Permit # Documentation Author CATHY KELLEY ------------ Telephone 347-5233 sq ft. ;Plan Check / Date, Compliance Method EASY CALC 020193.8 REDUCED YEAR ;Field Check/ Date, Climate Zone 15 15.4 OPAQUE SURFACES WITH SOLAR GAINS ENERGY USE SUMMARY (kBtu/sf-yr ) Standard Design Proposed Design Area U- Insul Energy Budget Energy Use Solar Form 3 Heating 2.53 1.88 (sq ft) Value Cooling 33.69 33.48 Gains Ref - Venting 0.00 0.00 ------- Hot Water 16.09 16.09 erence Total 52.31 51.45 Complies -0.86 -1.670 GENERAL INFORMATION Conditioned Floor Area: 1246 Building Type: Single -Family Detached Building Front Orientation: 90 azimuth (east) Building Latitude 33.5 Number of Dwelling Units: 1 Number of Conditioned Floors: 1 Floor Construction Type: Slab Number of Conditioned Zones: 1 Total Conditioned Volume: 11214 Conditioned Footprint: 1245 Ground Floor Area: 1245 Area of Addition: None BUILDING ZONE INFORMATION Zone Floor Volume # of Zone Type Tstat Type Vent Vent Name Area (cf) Units Height Area -------- (sq ft) -------- -------- ------- ------------- ------------ (ft) -------------- sq ft. HOUSE 1246 11214 1.000 Conditioned Setback 2.0 15.4 OPAQUE SURFACES WITH SOLAR GAINS Surface Area U- Insul True Tilt Solar Form 3 Location/Comments Type (sq ft) Value R- Azi- Gains Ref - -------- ------- Value muth erence Zone = HOUSE, NEW ----- Surfaces ----- ---- ---- ----- -------- ------------------ Wall 290.0 0.088 R-13 0 90 Yes WALL EXTERIOR WALLS Wall 70.0 0.088 R-13 90 90 Yes WALL EXTERIOR WALLS Wall 266.0 0.088 R-13 180 90 Yes WALL EXTERIOR WALLS Wall 224.0 0.088 R-13 270 90 Yes WALL EXTERIOR WALLS Roof 1246.0 '0.033 R-30 180 0 Yes ROOF ROOF Door 40.0 0.330 R-0 0 90 Yes NONE IN EXTERIOR WALL COMPUTER ------------------------------------------------------------------------------- METHOD SUMMARY File: CORONEL Page 2 of 3 C -2R Project Title 'CORONEL CONSTRUCTION Date: 5 May 1993 OPAQUE SURFACES WITHOUT SOLAR GAINS Surface Area U -Value Insul Form 3 Location/Comments Type ( sq ft) ---------------- R -Value Ref. Zone = HOUSE, NEW ------------------------ Surfaces ------------------ Crawl 0.0 0.037 R-19 STDFLOOR FLOOR @ CRAWLSPACE Wall 108.0 0.088 R-13 STDWALLG GARAGE WALL PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) -------------------- Factor R -Value (in) -------- Location/Comments Zone = HOUSE, NEW ---------------- Surfaces ------------------ Slabedge 128.0 0.750 R-0 0 SLAB EDGE FENESTRATION SURFACES Fenestration Area # Frame & Open. U- Az- Tilt S.C. S.C. Interior Type sq ft Pa- Divider Type value im- Glass Int. Shade ---------------- nes Type ------ uth Alone Shade Descript Zone = HOUSE, NEW ----------- ------ ----- Surfaces --- ---- ----- ----- -------- 1 Wdw Right(N) 70.0 2 Metal Slider 0.87 0 90 0.88 0.78 StdDrp 2 Wdw Front(E) 30.0 2 Metal Slider 0.87 90 90 0.88 0.78 StdDrp 3 Wdw Left (S) 54.0 2 Metal Slider 0.87 180 90 0.88 0.78 StdDrp 4 Wdw Rear (W) 0.0 2 Metal Slider 0.87 270 90 0.88 0.78 StdDrp EXTERIOR SHADING Fenestration # Shading Exterior Type/Orient. ---------------- Type Shade S.C. 1 Wdw Right(N ) -------------------- BUGSCRN 0.87 2 Wdw Front(E ) BUGSCRN 0.87 3 Wdw Left ( S) BUGSCRN 0.87 4 Wdw Rear ( W ) BUGSCRN 0.87 THERMAL MASS Heat Inside . Mass Area Thick- Cap- Conduc- Surface Form 3 Name sq ft -------- ness acity tivity R -Value Ref. Location/Comments ------ Zo_n.e_=-HOUSE—NEW-Ma-sses ------ ------ ------ ------ -------- ------------------ SLABEXP _ 985_0_3_5_2 8 . 0 0.98 R-0.0 NONE— EXP SL.AB_ON-GRAD.E__, 7 SLABCRPT 260.0 3.5 28.0 0.98 -R-2.0 NONE CRPT SLAB ON GRADE COMPUTER METHOD SUMMARY File: CORONEL Page 3 of 3 'C -2R -------------------------------------'------------------------------------------ Project Title CORONEL CONSTRUCTION Date: 5 May 1993 HVAC SYSTEMS Equipment Type Minimum Efficiency Distribution Duct # of Area or DHW Model Number --------------- Type R -value Systems Served -------------------- Zone = HOUSE, NEW Heating System(s) ------------ ------- -------------- Furnace 0.800 AFUE DuctsAttic R- 4.2 1 1246 Zone = HOUSE, NEW Cooling System(s). Packged AC 10.50 SEER DuctsAttic' R- 4.2 1 1246 VENTILATION SYSTEMS , Vent. Addn'l Addn'1 Fan .•, Fan System Vent Height Flow Power Name Area Diff. ( cfm ) ( W/cfm ) NATURAL 0.0 0.0 n/a n/a WATER HEATING SYSTEMS CA -single small storage gas water_ heater. _( 50: gagallon or less and -with -'input] rating <= 75,000 Btu) which has R-12 external_insulation-a-nd-that-has ap- st an_d.a-r-_ddistribution system must be installed' in CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 of 2 CF -1R Project Title CORONEL CONSTRUCTION Date: 5 May 1993 Project Address 51-610 AVE MARTINEZ ;Building Permit # Documentation Author CATHY KELLEY Telephone 347-5233 ;Plan Check / Date, Compliance Method EASY CALC 020193.B REDUCED YEAR ;Field Check/ Date, Climate Zone 15 GENERAL INFORMATION Conditioned Floor Area: 1246 Building Type: Single -Family Detached Building Front Orientation: 90 azimuth (east) Building Latitude 33.5 Number of Dwelling Units: 1 BUILDING INSULATION Component Type Insulation Assembly Location/Comments -------------- R -Value U -Value Fins Wall ---------- R-13 -------- 0.088 ----------------- EXTERIOR WALLS Roof R-30 0.033 ROOF Door R-0 0.330 IN EXTERIOR WALL Crawl R-19 0.037 FLOOR @ CRAWLSPACE Wall R-13 0.088 GARAGE WALL Slabedge R-0 -------- DBLSL SLAB EDGE FENESTRATION Fenestration Area U- Fenes- Interior Exterior Over- Fins Framing #/Type/Orien (ft2) Value tration Shading Shading hangs Type ---------------- Type Device Device 1 Wdw Right(N) ------ 70.0 ----- 0.87 -------- DBLSL -------- STANDARD -------- BUGSCRN ----- No ---- No -------- Metal 2 Wdw Front(E) 30.0 0.87 DBLSL STANDARD BUGSCRN No No Metal 3 Wdw Left (S) 54.0 0.87 DBLSL STANDARD BUGSCRN No No Metal 4 Wdw Rear (W) 0.0 0.87 DBLSL STANDARD BUGSCRN No No Metal THERMAL MASS Type/Covering Area (ft2) Thickness Location/Comments SLABEXP Exposed 985.0 3.5 EXP SLAB ON GRADE SLABCRPT Covered 260.0 .-3.5 CRPT SLAB ON GRADE HVAC SYSTEMS Equipment Type Minimum Efficiency Distribution Duct # of Area or DHW Model Number Type R -value Systems Served -------------------------------------------------------------------- Zone = HOUSE, NEW Heating System(s) Furnace 0.800 AFUE DuctsAttic R- 4.2 -1 1246 Zone = HOUSE, NEW Cooling Systems) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 of 2 CF -1R i------------------------------------------------------------------------------ Project Title CORONEL CONSTRUCTION Date: 5 May 1993 Project Address 51-610 AVE MARTINEZ WATER HEATING SYSTEMS A single small storage gas water heater (50 gallons or less and with input rating <= 75,000 Btu) which has R-12 external insulation and that has a standard distribution system must be installed. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of.Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner Documentation Author (per Business & Professions Code) Name: C RON L CONSTRUCTION Name: CATHY KELLEY Company:,2 J Company: CATHY KELLEY Address: Address: 82-192 SIERRA INDIO CA 92201 Telephone: , _ Telephone: 347-5233 Lic . No: /1 /I-7 /I Signed //4dk / 5-19—V. Signed X53 ( Date ) ( Date ) Enforcement Agency Name: Title Agency: City Telephone: Signed _ ( Date ) Mena® Induced Draft Gas Furnace Specifications Upflow Model BTUH AFUE' Temp. Rise Range,OF Number of Burners Full Load Amps" Blower D x W Type Input Output C1H145A25 45,000 36,000 82.0 35-65 2 10.1 9 x 8 NSC GH170A30 70,000 56,000 80.6 35-65 3 13.6 10 x 8 PSC GH170A40 70,000 56,000 80.6 35-65 3 15.6 10 x 8 PSC GH190A30 90,000 72,000 80.6 45-75 4 13.6 10 x 8 PSC GH19OA50 90,000 72,000 80.6 35-65 4. 17.7 10 x 10 PSC GH1115A35 115,000 92,000 80.7 40-70 5 15.6 10 x 10 PSC GH1115A50 115,000 92,000 80.6 45-75 5 17.2 10 x 10 PSC GH1140A35 140,000 112,000 80.0 45-75 6 15.6 10 x 10 PSC rGH114OA50 140,000 112,000 80.3 45-75 6 17.2 10 x 10 PSC Counterflow Model BTUH AFUE• Temp. Rise Range,OF Number of Burners Full Load Amps" Blower D x W Type Input Output GC145A25 45,000 36,000 82.9 35-65 2 10.1 9 x 8 PSC GC170A30 70,000 56,000 80.5 35-65 3 13.8 10 x 8 PSC GC170A40 70,000 56,000 80.6 35-65 3 14.7 11 x 8 GC190A30 90,000 72,000 81.3 45-75 4 13.8 10 x 8 PSC GC190A50 90,000 72,000 81.1 35-65 4 17.4 11 x 10 PSC GC1115A35 115,000 • 92,000 81.3 40-70 -.5 14.9 10 x 10 d PSC GO115A50 115,000 92,000 81.3 45-75 5 17.4 11 x 10 PSC GC1140A50 140,000 112,000 - - 80.7 `"- "45-75 6 "' 17.4 11_x 10 - -PSC Y c a .. -^1 Y"r . a'..tiwy4n-^y- 7 .:i•`r Mr T' 4"'-. ., 1 h <'4.i-3 .,Ft# i; }; yY`-writG'` if.7 Ay yTGi.'.!a s{4ratiio wrysf1A',{ri't'`• g+ NaturaT_'r 'gf r'-„° •ar,»r1F r ".ui`. - v[ytxi+rs .. 'al r"''o.'i't•nsct'l:u 7" .,* . + . :•t 1t' i^ °t a i. '} C' _ 5• '0."..r I t,1Y A ^'i `i i+ •i+Y T ' '^ 1 °b1 'w r) 5^ ) 4 t..1 t oas a amps arawn Dy ignitor ounng nssecono Starr u z!+M r - :v -. - Horizontal BTUH - Temp.'Rise ',.Number'of Full Load Blower Input '=Output •- Model -AFUE' ,. Range,OF,.n :`Burners ;,. Amps" D x W =- Type GS145A25 :.45,000 : 136,000 ; ; a-; 82.3 ft, 35:65 ' ` : 2 r 10.1 a` 9x 8 PSC _ .Ax, _ GS170A30; 56,000 80.4 35-65' e ° r3 ' s 13.8 10 x 8 . PSC ,70,000 GSI70A40 70,000 56,000 56 80.6 35 65 •.. 5= -A` 3 ' " s 14.7 11 x 8 PSC .. GSI90A30 :90,000 '`72,000 _4'80.6 '':4575 =°"` A v '°'s :4 r X13.8 10 x 8 PSC { GS19OA50 "r "90,000 ^= > ` 72,000 = X80.435-65 ' ' -4 = 17.4 11 X.10 ,.PSC w. ..,qy..-¢ey+k+ rn♦ rabLC•.+l'-. r-3!'ii` =A9 "• E sv.SNfi.,rw it.. i YfS:,Y- +Z'.f . s L .- ` '±'.hrrY!... 15,000:m*'?, •i4vJ.+{rl-.t,. -4, 92 000 •► ilt'iia/.Ya.}.M. A 806 moi. '......moi' 3^'•• 4,:-4 0 .149 V 10z:10 y = PSCGSI115A35 ' S :r• -[ +.: f T t __ biPl. •• - c _fin. _ Y t r5'rd" K'rtSJ S ::1...'d'f:-Y ^# - 000 .f M.. _ • • X92 000 v ' ' 81 O, *ti 1? t^'-„ 45-75.]" + 'w7M* 'X. -'7" , ' *_ drv5 ._w X7.4 -_..s r - 11 x 10 1_ ; iC GS1115A50€;115 * s , 9LOA50 ; ' 140 000' `, 4112,000 Z6 '1 f tit y 17.4 ? 11 x 10 t r ` hPSC Y c a .. -^1 Y"r . a'..tiwy4n-^y- 7 .:i•`r Mr T' 4"'-. ., 1 h <'4.i-3 .,Ft# i; }; yY`-writG'` if.7 Ay yTGi.'.!a s{4ratiio wrysf1A',{ri't'`• g+ NaturaT_'r 'gf r'-„° •ar,»r1F r ".ui`. - v[ytxi+rs .. 'al r"''o.'i't•nsct'l:u 7" .,* . + . :•t 1t' i^ °t a i. '} C' _ 5• '0."..r I t,1Y A ^'i `i i+ •i+Y T ' '^ 1 °b1 'w r) 5^ ) 4 t..1 t oas a amps arawn Dy ignitor ounng nssecono Starr u z!+M r - :v -. - Outdoor Model Indoor '• Model Indoor" Blower Cabinet BTUH Cooling SEER EER S/T CFM Indoor Coil Orifice Size (In.) Model Number CA7024 ' KA CA7024VKA CA70240KA CA7030VKA CA70300KA CA7036VKA CA70360KA 11.6 CA7042VKA CA70420KA CA7048VKA CA70480KA CA706OVKA CA70600KA Electrical Volts -Phase -Hz. .061 # EHA5024A BCM024XKB 23,600 12.00 11.5 .77 800 .063 208 / 230.1 -60 EHA5036' A - 31,000 Data Voltage Range (Min. - Max.) .76 1000 .070 # 197.253 EAH5036' A - 30,800 12.30 11.4 .78 1000 .068 # 1400 Minimum Circuit Ampacity 13.6 17.7 23.2 26.3 26.3 34.0 ..084 Wire Size I Maximum Length (AWG Cu) (Ft.) #14 / 42 #12 / 44 #12 / 37 #10/49 #10 / 49 #8 / 51 BH5048 ' KA / C Time Delay Fuse (Amps) 20 25 30 35 35 45 - 46,000 Max. Fuse or HACR Type Breaker Size (Amps) 20 30 40 45 45 60 Compressor Voltage - Phase - Hz .79 1600 .084 2081230. 1 - 60 Data Full Running / Lock Rotor Amps 10.2149.0 13.5/76.0 17.9/90.5 19.8/107.0 19.8/107.0 25.6/138.0 Crankcase Heater (Type) - - - - - INSERTION Fan Voltage - Phase - Hz 208 / 230. 1 - 60 Data Horsepower / Type 118 / PSC 118 / PSC 1/8 / PSC 1/4 / PSC 1/4 / PSC 1141 PSC Full Load / Lock Rotor Amps. .8/1.5 .8/1.5 .8/1.5 1.5/4.0 1.5/4.0 1.5/4.0 Speeds / CFM (Max) 2/2950 2/2950 2/2950 2/4480 2/4480 2/4480 Outdoor Total Face Area (Sq. Ft.) 20.0 20.0 20.0 20.0 23.3 26.7 Coil Data Fins Per Inch / Rows 14/2 1412 20/2 20/2 20/2 20/2 Tube Diameter (OD) (In.) 3/8 Refrigerant Liquid (Fittings Size) #6 Connection "0" Suction (Fittings Size) #11 #12 And Factory Charge R - 22 (Oz) 126 119 129 150 190 207 Charge Data Liquid (I.D.) Size (In.) "V" Suction (10.) Size (In.) Factory Charge R - 22 (Oz) 138 5/16 314 130 140 166 3/8 718 206 223 Miscelleous Accumulator YES - - - - YES Liquid Line Solenoid Valve - - YES YES - YES Compressor Start Device - - - - - YES Weight Shipping / Net (Lbs.) 228/219 221/212 2381229 2431234 269/260 3261317 Outdoor Model Indoor '• Model Indoor" Blower Cabinet BTUH Cooling SEER EER S/T CFM Indoor Coil Orifice Size (In.) BELS CA7024 ' KA EHA5024 ' A - 23,600 12.00 11.6 .77 800 .063 7.6 EAH5024' A - 24,000 12.30 11.6 .77 800 .061 # EHA5024A BCM024XKB 23,600 12.00 11.5 .77 800 .063 CA7030' KA EHA5036' A - 31,000 12.20 11.8 .76 1000 .070 # 7.0 EAH5036' A - 30,800 12.30 11.4 .78 1000 .068 # CA7036' KA CA7042 ' KA CA7048'KA EHA5036' A BCM036XKB / C 31,000 12.30 11.9 .76 1000 .070 # EHA5036' A - _ 36,000 12.20 .11.0 .76 1150 .078 # EAH5036' A - 36,000 12.00 10.8 .76 1150 .075 If - EHA5036' A BCM036XKB / C 36,000 12.20 11.0 .76 1150 .078 If EHA5048' A - 44,000 12.30 11.4 .76 1400 .085 # EAH3060'A - 42,500 12.00 10.6 .76 1400 ..084 EHAS048' A BCM060XKB 43,500 12.00 11.0 .76 1400 .085 # BH5048 ' KA / C - 43,500 12.00 11.1 .79 1400 .085 # EHA5060 ' A - 46,000 12.00 11.5 .84 1600 .087 # EAH3060' A - 45,500 .12.20 11.6 .79 1600 .084 7.0 7.4 EAH5060 ' A - 46,000 12.10 11.5 .79 1600 .085 # 7.2 EHA5060' A + TD1 BCM060XKB 46,000 12.00 11.2 .80 1600 .087 # SH5060' KA / C + TDI - 46,000 12.00 11.1 .80 1600 .087 # CA7060' KA EHA5060' A - 57,000 11.00 10.0 .77 1900 .095 # 7.8 EAH5060' A - 57,500 11.05 10.1 .77 1900 .092 # EHA5060' A BCM060XKB -"_56,500 10.65 9.7 77 1900 095 If BH5060 ' KA / C - _ 56,500 10.65 9.7 .. .77 1800 .095 # Connection ;'; ;:# = Installer must change indoor coil refrigerant control orifice for system match as listed. Correct orifice(s) shipped with outdoor unit. Deduct .2 BELS for low speed outdoor fan. Speed change over occurs at approximately 80°F outdoor temperature. :,• TD1= AMA00ITDA indoor blower time delay kit required to make SEER indicated: " Indoor blower thermal insulation value. Models ending with ' KC and XKC = R4.2. All others = R2.1 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE -' •. . thermostats T282A, T882A, TS882A CHRONOTHERM CLOCK THERMOSTATS - FOR COMPLETELY AUTOMATIC NIGHT il Ic^ ..a-n,,,,, ti SETBACK —MORNING ' L PICKUP TEMPERATURE t CONTROL OF A HEAT- ING SYSTEM OR AUTO- . •.:.^ ` MATIC DAY SETUP FOR 4 .. COOLING SYSTEMS. Adjustable program auto- matically lowers and raises temperature control point for one period in every 24 hours. Pickup and setback times need only be set once for continuous operation of the system. Thermostat and concealed wallplate mount on wall or horizontal outlet box. Q611 Subbase can be added to T882A to provide system and fan switching for heating -cooling control. AT75A, AT82A or R7305A,B power supplies only may be used to power the electric clock. Temp. Setting Range: 54 to 86 F [12 to 30 C]. Timer Min. Period on HI Setting: 5-1/2 hours. Timer Min. Period on LO Setting: 4-1/2 hours. Approx. Dimen- sions: 3-3/8 in. (85.8 mm] high, 6-1/16 in. [154 mm] wide, 2-1/8 in. [54 mm] deep. ELECTRICAL RATINGS: T282A and T882A (50/60 Hz): APPLICATION RUNNING INRUSH Heating 1.5 amp 3.5 amp Cooling (T882A) 1.5 amp 7.5 amp TS882A: 0.1 amp at 0.75V dc. Clock power consumption: 1.66 watts. TRADELINE models. HEAT ANTICIPATORS: T282A—nonadjustable voltage type heat anticipator rated at 25 volts. T882A—heat anticipator adjustable 0.1 to 1.2 amp; nonadjustable cooling anticipator is rated at nominal 29 volts. TS882A—nonadjustable heat anticipator rated at 0.1 amp. ACCESSORIES: Q611 Subbase for system and fan switching. Not for use with R7305A Chronotherm Power Supply (switching subbase is furnished with R7305A). R7305A Chronotherm Power Supply—for replacement of existing low voltage thermostat with Chronotherm Clock Thermostat and utilizing the existing 2 wires. R7305B Chronotherm Power Supply—for replacement of existing line voltage thermostat with Chronotherm Clock Thermostat and utilizing existing 2 wires. 130821A Mounting Plate Assembly—for mounting on vertical outlet box or for covering marks from old thermostat. 130821B for mounting on horizontal outlet box or for covering marks from old thermostat. AT82A1024 Plug-in Clock Transformer for powering clock in heating -only or heating -cooling application. 104994A Calibration Wrench. AT7 5A 1036 REPLACEMENT PARTS: 129984A Clock Motor (for 60 Hz). 129802A Cover Assembly. Thermostat Guards. See Thermostat Guards section, page 231. ORDER HEAT SWITCH ..NUMBER APPLICATION ANTICIPATOR ACTION INCLUDES USE WITH RATING --. T282A1024 3 -wire, low voltage 24V, nonadi. Spdt AT75A Transformer for heating. (Series 20) powering clock section. T882A1005 2 -wire, low voltage heating only or 0.1 to 1.2 amp, adj. Spdt AT75A Clock Transformer or AT82A1024 Plug-in Clock Transformer and thermo- T882A1047 Spdt AT75A Transformer for heating -'cooling systems (use powering clock section. statwallplateorAT75AorAT82A1024 and 0611 Subbase (heat -cool) to pro - T882A1054a Spdt AT75A Transformer for 0611 A,B). " powering clock section. vide automatic control. T882A1062 R7305A or B Power Supply and Spdt Cool anticipator sized for gas air conditioning; 129918DA or 129918EA Wallplate gas flame logo; AT75A (heat only) to provide 2 -wire Transformer for power- installation. in clock section- R7305A Power Supply and 130180BA Subbase (heat -cool) to eliminate need T882A1104 Spdt for 2 extra wires for clock. TS882A1010a 750 millivolt heat- - - 0.1 amp Spst AT75A Transformer for r ing systems. nonadi. powering clock section. aWith positive.OFF.,. .a bRange 45 to ti75 F 17 to 24«C1 . clncluded with 'TRADE TRADELINE t 215, r -FORM J -1T (Transparent) Including Calculation Procedures A, B, C, D Copyright by the Air Conditioning Contractors of America Formerly: National Environmental Systems Contractors Association 1228 17th Street N.W. Washington D C 20036 Plan No. Date Calculated by Printed WORKSHEET FOR MANUAL J LOAD CALCULATIONS FOR RESIDENTIAL AIR CONDITIONING For: Name C o4 O /f t= L_ C D /l/ 5, r L( C: T / D n/ Address S/ & / D 11 L /Y( /4 & T'l / -Z- City and State or Province 2 lei By: Contractor V. C L C .T- P_ C Ta /C Address /q,2- /I- / ` (e / S 3 7 " sZ City 57'• [--1 e- -i 37(,-, o S Design Conditions Winter o Summer Outside db 3 °F Inside db 6 D °F Outside db 1129 °F Inside db 7 "F Winter Design Temperature Difference°F Summer Design Temkerature Difference / °F Room RH /n Daily Range_ Heating Summary Total Heat Loss for Entire House (Line 15) _ % F 0' 7 D Btuh Ventilation CFM = -S Winter Design Temperature Difference = .3 9-1 ^ F Heat Required for Ventilation Air = 1.1 X .S CFM X -3 °F - / F7 Btuh Design Heating Load Requirement = J10 7b (house) /77 (Vent) _ ' SLS Btuh Cooling Summary Total Sensible Gain s 0 Btuh (Calculation Procedure D) Design Temperature Swings To Latent Gain + 3 96 Btuh (Calculation Procedure D) Normal 3° 4.5° ( ) Total = Sens. + Lat. _ / I ! 0 Btuh Ventilation CFM = -- Equipment Summary _ Make i M .Model C,6 76 36 Type 5PLr / 5.Ys/ f Al -- Heating Input (Btuh) 40 1 0 Heating Output (Btuh) 7 Efficiency Sensible Cooling (Btuh) 3 i Latent Cooling (Btuh) — Total (Btuh) 3 & COP/EER/SEER/HSPF Cooling CFM Heating CFM 71 -$ /10S0 Space Thermostat Heat ( ) Cool ( ) Heat/Cool ( ) Night Setback ( j ..i Ly'Construction Data Windowsp.Gt 'i4 L; `C L i9 Z F - :Floor Partitions Doors 'e19•u TXZ" Walls'ST C - ` rz' /7 s{ `C Basement WallS -5 T4 STt° u e-7 0p/ mow! rH ; /al's •ri x/97 / o , /. W* J .;:. - w . .. , . "" .. - , - , . .-Y ; •° .,.. -y n.. { =v +?t s'k' fy . `;7 ._ c:.. t L r! Roof` Asa' - , Ground Slab 1 , F / / I s ' - `/ 'r` • Ceiling Z S ,,. . r» i t'.,•' ../ °'31S 'Y. r(,1. L'S'j... i h!'i y w t i. .. •e L.. lt+. x1'!"... ,,,'i, .. -' •y k'"`•S.R. j, : '!ry y[ r+k n D sx. _ Calculation Procedures A, B, C, D Calculation Procedure A • Summer Infiltration for the Entire House 1. Air Changes Per Hour from Table 5 .................................................... _ b 3 d AC/HR 2. Volume of Conditioned Space ........................... = Floor Area X Ceiling Height _ (/ cJ(,) Sq. Ft. X ( `i ) Ft. = —7- Cu. Ft. 3. Total Infiltration = D . D AC/HR X11 // ±t-titI f 2 / q Cu. Ft. X 0.0167 = S CFM M4 1— / t D Calculation Procedure B • Summer Infiltration Htm For Windows & Doors 1. Design Temperature Difference = Summer Design . Room Temperature 2. Total Infiltration from Calculation Procedure A .......................................... 3. Sensible Gain = 1.1 X 3 / ° F X S CFM ...... 4. Total Area of Windows and Doors (Lines 7 & 8 on J) ..................................... 5. Htm = Btuh _ Sq. Ft........... . Calculation Procedure C • Latent Infiltration Gain For The Entire House 1. Grains of Moisture Difference from Table 1 ............................................ _ 2. Total Infiltration from Calculation Procedure A ......................................... _ 3. Total Latent Load = 0.68 X gr X CFM = Calculation Procedure D -.Equipment Sizing Calculation Mechanical Ventilation = Design Temp. Diff. -(No. 1; Calculation Procedure B) Design Grains (No. 1; Calculation Procedure C) _ Desired Temp: Swing ( • .) Temp. Swing Multiplier(TSM) _ Vent CFM F Diff. gr Temp. Swing Multipliers Summer DSN 4'/2 ° 3° 85.90 0.85 0.95 95 0.90 1.00 100 0.95 1.00 105 1.00 1.05 110 1.05 1.10 Sensible Ventilation Load = 1.1 X Vent CFM ` - X *F Diff. Btuh Sensible Load for Structure from Line 19 ................................................ + 16 S? 7 Btuh Total Sensible Load .................................. (Structure Load + Ventilation Load) = Btuh Temperature Swing Multiplier ........... X (TSM) Equipment Sizing Load, Sensible ........ Btuh Latent Load for Appliances'& People = 230 X No. of People .............. 3 Btuh Latent Ventilation Load =`0.68 X Vent CFM X = gr(No,1 CaIc..P_rocedure C)+ L Btuh Latent Infiltration Load from'Calculation Procedure C.- ....... + Btuh ' . Equipment S(zing Load, Latent .... _ 1.3 ? Btuh Enter the Equipment Sizing Loads on the Cooling Summary on the Front of the J 1. Form. 1 Name of Room I Entire House 1 D t / —I-rli 2 IV d 6 F l 3 MCS ! 4 5o (f ( % f- 5 2 Running Ft Exposed Wall 15' vl 29 3 Room Dimensions, Ft 4 Ceiling Ht, Ft Directions Room Faces TYPEArea • OF EXPOSURE Const. No. HTM or Length Btuh Area or Length Btuh Area or Length Btuh Area or Length I Btuh Area or Length Btuh ` Area or Length BI Htg Clg Htg Cig Htg Clg Htg Clg Htg Clg Htg Clg Htg 5 Gross a 19-0 kiq ILO Exposed b A.: Walls and' c Partitions d s Windows' a/ 1 30 16q 44,2z 3° 76 s`l ..and Glass b . oors c (Heating) d 7 Windows North " Z. ?D Sv 7D i and Glass E & W or NE & NW S c) s D Doors ' • South or SE & SW (Cooling) 8 Other Doors 9 a 95' 'C1 40 3 4d' / 16 4 D 9 Net a %6 Lz 2- S F,SO '1706 4150 Exposed b %( Walls and c Partitions d 10 Ceilings a j7G I % jgq 6 3 b 7-b b 11 Floors a , p tf 11 b 12 Infiltration ... Calc. Proc. B Htm=1-76 13 Sub Total Btuh Loss = 6+8+9+10+11 14 Duct Btuh Loss 15 Total Btuh Loss = 13+14 16 People.® 300 and Appliances 1200 "; 17 Sensible Btuh Gain= 7+et9+10+11+12+1e v.. : . 18 19 Duct Btuh Gain % Total Sensible Gain = 17+18 r, 3 ( ri } r" - SELECT RIDGE BEAM CALCS FOR SINGLE FAMILY RESIDENCE LOCATED AT 51610 AVENIDA MARTINEZ- LA QUINTA, CA. PREPARED FOR CORONEL CONSTRUCTION 5-25-93 PREPARED BY CALWEST ENGINEERING t m / eS. 43750 * Exp.. sr CIVIL qT OF C A`` pQ .S t t m / eS. 43750 * Exp.. sr CIVIL qT OF C A`` pQ t JOB Cal West Engineering SHEET NO. I OF 81.159 Durango Drive CALCULATED BY DATE Indio, Ca. 92201 (619) 342-9695 Fax (619) 342-9695 CHECKED BY DATE SCALE u I Vt.! - cul« - rw)ivMt )n; +;n:: N79; tnr,•r,..y. f•; Oun intlnk, RIOHE lot FRET I F • . •t c T I M B E R ---------------------- B E Beam Mark >>> CENTER SPAN ft W -DL #/ft W -LL #/ft Wp-DL #/ft Wp-LL #/ft X -Left ft X -Right ft P-1 DL lbs P-1 LL lbs X-1 ft P-2 DL lbs P-2 LL lbs X-2 ft P-3 DL lbs P-3 LL lbs X-3 ft CANT. SPAN ft Wp-DL #/ft Wp-LL #/ft X -Left ft X -Right ft P-1 DL lbs P-1 LL lbs X-1 ft P-2 DL lbs P-2 LL lbs X-2 ft > Fb psi > Fv psi > E psi > L.D.F. 1.25 > BEAM WIDTH in > BEAM DEPTH in POS. MOM. in -k NEG. MOM. in -k PROJECT SUBJECT DATE BY A M D --------------------- E S I G N 1 2 21.00 24.00 328 328 196 196 0 0 0 0 0.00 0.00 0.00 0.00 0 0 0 0 0.0 0.0 0 0 0 0 0.0 0.0 0 0 0 0 0.0 0.0 0.00 0.00 0 0 0 0 0.00 0.00 0.00 0.00 0 0 0 0 0.0 0.0 0 0 0 0 0.0 , 0.0 1,300 2,400 85 165 1.6E+06 1.8E+06 1.25 1.25 . 5.5 5.125 15.50 18.00 346.6 452.7 0.0 0.0 REACTIONS Left : DL lbs LL lbs Right : DL lbs LL lbs STRESSES Cf- Depth Fb: Allow psi Fb: Actual psi Fv: Allow psi Fv: Actual psi DEFLECTIONS CENTER SPAN > X -Dist. ft DL Defl in L / Defl. LL Defl in L / Defl. L/Tot Defl. CANT. SPAN > X -Dist. ft DL Defl. in LL Defl. in 3,444 3,936 2,058 2,352 3,444 3,936 2,058 2,352 0.972 0.956 1,579 2,868 1,574 1,636 106.3 206.3 84.90 89.46 10.5 12.0 0.526 0.546 479 527 0.314 0.326- 802 882 300 330 0.00 0.00 0.000 0.000 0.000 0.000 { G L U E D- L A M I N A T E D B E A M D E S I G N' --------------------------------------------------------- DESCRIPTION : GLB RIDGE > ALLOWABLE STRESSES Fb - Bending = 2,400 psi Fv - Shear = 165 psi Elastic Modulus = 1.8E+06 psi L.D.F. = 1.25 CENTER SPAN = > CENTER SPAN LOADING # 1 Uniform D.L. _ Uniform L.L. _ Trib. Width = 24 ft Prelim. Beam Width = -5.125 in Lamination Thickness = 1.5 in Eff. Length Factor = 1.92 Lu : Center Span = 0 ft Lu : Left Cant. = 0 ft Lu : Right Cant. = 0 ft LEFT CANT. LENGTH = ,." 0 ft RIGHT CANT. LENGTH = 0 ft 328 psf X -Left 196 psf X -Right 1 ft = 0 ft 24 ft # 2 Uniform D.L. = 0 psf X -Left = 0 ft Uniform L.L. = 0 psf X -Right = 0 ft Trib. Width = 0 ft Concentrated Loads ( X = Dist. from Left Support ) #1: DL = 0 # #2: DL = 0 # #3: DL. 0 # LL = 0 # LL = 0 # " LL = 0 # X -Dist = 0 ft X -Dist = 0 ft X -Dist = 0 ft DESIGN SUMMARY -- Suggested Size 5.125 in X 13.5 in ------ . ----------------------------- > SELECTED BEAM SIZE --» .5.125 in x 18 in ---------- L : Actual = 277 in"3 A - Actual = 92 in"2-...; S : M / (Fb*Cf) = 158 in"3 A - Required = 43 in"2 —11 F -b : Actual = 1,636 psi Fv : Actual 96 psi F -b : Allowable = 2,868 psi Fv : Allowable= 206 psi % of Max. _ )57.0 % % of Max. = 46.8 % DESIGN MOMENTS & SHEARS (Live Loads Skip Loaded For Max. M+ ) ------------------- Ck = (3 E /"5 Fb)".5= 21.21 Cf = (12/d)".111 = 0.956 Cs = (Le d / b"2)".5=• 0.00 MAXIMUM MOMENT = 453 in -k Basic S:xx Req'd = 151 in"3 MAX. SHEAR * 1.5 = 8,902 # Area Required 43.2 in"2 PAGE PROJECT: SUBJECT: BY DATE Positive Moment = 453 in -k => Allow. Fb': Center = 2867.9 psi Left Neg. Moment = 0 if _> Allow. Fb': Left = 0 if Right Neg. Moment = 0 _> Allow. Fb': Right = 0 in Shear @ Left = 5,935 # Shear @ Right - 5,935 # REQUIRED DEPTHS - --------------- SLENDERNESS GOVERNS ?? Y=1, N=0 ---» 0 «-- DUE TO BENDING (Approx.) DUE TO SHEAR (Approx.) Center Span = 13.0 in @ Left Support = 8.4 in Left Cant = 0.0 in @ Right Support = 8.4 in Right Cant = 0.0 in MAX. REACTIONS ( Skip Ld is Skip Loaded ) 0 -------------- Left Support ------------ Right Support. ------------- --- Dead Load = 3,936 # 3,936 # Live Load = 2,352 # 2,352 # Total Load = 6,288 # 6,288 # DEFLECTIONS Positive = Downward ----------- Left Center Right Cantilever Span Cantilever X -Distance = 0 ft --- _____ 12 ft --n-ft (Default = Span/2 ) Dead Load Defl. = NA in 0.55 in L/Defl = NA 524 Live Load Defl. = NA in 0.33 in L/Defl = NA 877 ---------- --------- Total Load Defl. = NA in 0.88 in L/Defl = NA 328 CAMBER = 1.5 * DL = NA in -0.75 in BEARING -- Fb - Bearing = Bearing Length Required @ Left Support = Bearing Length Required @ Right Support = HEEL CUT HEIGHTS ---------------- Minimum End Height @ Left End For Shear Stress = Minimum End Height @ Right End For Shear Stress •_ NA in NA + NA in, NA ` NA in NA NA in 385 psi: < 2.75 in. T 2.75 in 9.00 in 9.00 in i. ' j