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SFD (13436)52550 Avenida Martinez 13436 T4tyl 4 4 a" P.O. BOX 1504 Building 5Z 550 V@ 78-105 CALLE ESTADO Address Martinoz LA QUINTA, CALIFORNIA 92253 Owner Mumbll, Inc. Mailing p.©. jsp$ 1555 Address Cit Zip Tel. a Quinta, GA 92253 564-1338 Contractor Same Address ty jZip I Tel. State Lic. City & Classif. B 5537333 Lic. # 2526 Arch., Engr., Designer Greg Butler Address Tel. P.O. Box 6 564-0518 Cit Quin, GA Zip 92253 dict# A.- LICENSED CONTRACTOR'S DECLARATION { I,hereby of irm that 1 m licensed under provisions of Chapter 9 (commencing with Section ffec of Div%o 3 t Business and Prgfessions Code, and my license is in full force and ;effect. ' +\ • I O { ' _SIGNATURE DATE 'ilV OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to 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 or the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner or property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION 1 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 opy 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 certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives sof this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip No. 13436 JILDING: TYPE CONST. OCC. GRP. P. Number 773-302-003 Legal Description Lot 21 Block 143 Project Description SFD Sq. Ft. 1.300 No. Size Stories New ❑ Add ❑ Alter ❑ Permit does .not int Pool. Estimated Valuation ;77,864.00 No. Dw. Units Repair ❑ Demolition ❑ block wall or PERMIT Plan Chk. Dep. 250.00 Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure Precise Plan TOTAL 3,072.4 REMARKS 1 I 1 .r AMOUNT 7 4.L 5_4_U _.5 . 5 49.0 117.3 144.0 lj . f 20. .0 4zi,.0 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 Perm Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SQ. FT. ® $ UNITS COLL. AREA 2ND FL. SO. FT. 9 YARD SPKLR SYSTEM FOR. SO. FT. ® MOBILEHOME SVC. BAR SINK GAR. SO. FT. ® POWER OUTLET ROOF DRAINS CAR P. I SQ. FT. DUCT WORK DRAINAGE PIPING WALL SQ. FT. DRINKING FOUNTAIN SO FT ® HEATING (FINAL) URINAL ESTIMATED CONSTRUCTION VALUATION $ WATER PIPING NOTE: Not to be used as property tax valuation -- FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED GRADING cu. yd. $ —Plus -X$-=$ LAUNDRYTRAY AIR HANDLING UNIT CFM FRAMING d. 7-9 L. GO 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. SQ. FT. RESID ® 11/a c SEWAGE DISPOSAL SQ.FT.GAR ® 3/ac HOUSE SEWER GAR. FIREWALL 09 LATHING GAS PIPING PERMIT FEE ERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PPL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE / PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING .5 --/,?-X/ 40UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE 9 ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS o SEWER - ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP.IEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE s►� GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM FINAL INSP. 9 ,2 g c FINAL INSP. G�-yy J1 C—' GRADING cu. yd. $ —Plus -X$-=$ LUMBER GR. FRAMING d. 7-9 L. GO ROOFING ���-{1t/ 77 Lp n r `/ L� IY ( CT- 'Gi y ca REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL 09 LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION — CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL Building Z— is Address Owner a) 0 rn Mailing Address , City Contractor City Titit " P.O. BOX 1504 APPLICATION ONLY 78-105 CALLE ESTADO ) (')ieZ LA QUINTA, CALIFORNIA 92253 o x S 5 Sr Zip Tel. C) 7 7 IC_ , 4 - 1-3 y r I v m 91 L, 'r t Y--. Zip I Tel. State Lic. City & Classif. Lic. # asa Arch., Engr., Designer Ad, ress Tel }. S ,u City Zi State `? 22S 3 Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5.Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). 1 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 orimprovement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) I 1 I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) 1 1 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company C7 Copy is filed with the city. El Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPEN SATIO N INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner 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. ^,f' CONSTRUCTION LENDING AGENCY s I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip BUILDING DIVISION BUILDING: TYPE CONST. OCC. GRP. A.P. Number"-) 2_ 3-3 % - oo 23 Legal Description La Project Description Sq. Ft. Size New l No. No. Dw. O Stories Units A•• ■ Alter ■ Repair ■ Demolition ■ IEstimated Valuation -77 X / I L Oo PERMIT AMOUNT Plan Chk. Dep. 00 Plan Chk. Bal. 2)If 5' Const. 6yo, 57p Mech. Ilty. DD Electrical 117-36 Plumbing yncm S.M.I. ,'7 Grading 1 Driveway Enc. _ Inflastructure _ _ 1-7,,14 -7/ 7 z. TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback fro" Property Line FINAL DATE INSPECT'T Issued by: Date r .-Permit1 Validated by: A.,_ 1 1 `9 On. Validati V 2 CONSTRUCTION ESTIMATE GROUND PLUMBING NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. @ $ 2ND FL, SO. FT. @ POR. 10 SQ. FT. Co., GAR. SQ. FT. @ CAR P. SQ. FT. WALL SO. FT. SO. FT. (d ESTIMATED CONSTRUCTION VALUATION $ o l BONDING UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING FORMS NOTE: Not to be used as property tax valuation ROUGH WIRING DUCT WORK ROCK STORAGE FLOOR DRAIN GAS (ROUGH) MECHANICAL FEES HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL WATER SOFTENER TEMP. POLE VENT SYSTEM FAN EVAP.000L HOOD GROUT SIGN WASHER(AUTO)(DISH) FINAL INSP. APPLIANCE DRYER BOND BEAM WATER SYSTEM GARBAGE DISPOSAL _$ FURNACE UNIT WALL FLOOR SUSPENDED FINAL INSP. FRAMING LAUNDRY TRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET FIRE ZONE ROOFING COMPRESSOR HP FIREPLACE POLE,TEMIPERM LAVATORY SPARK ARRESTOR HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. LATHING SO. FT. BATH TUB SO. FT. p c WATER HEATER MAX. HEATER OUTPUT, B.T.U. , SQ. FT. RESID ® 11A c NOSEWAGE DISPOSAL CERT. OCC. SO.FT.GAR @ ?14c HOUSE SEWER FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MEC H.F E PL.0EO ELECT.FEE SMI FEE PLUMB. F L— STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB, BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated 619-775-3500 Date 4/29/94 1 Type of Permit I La Quinta No. 112800 Permit #113436 Log Owner Name Mumbil, Inc. No. 52-550 Street Avenida Martinez City La Quinta Zip 92253 Study Area 112 APN # 773-302-003 Tract # I Lot # 0 Square Footage 11300 Type of Development Single Family Residence No. of units 0 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/ carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 1.65 X 1300 or $ 2,145.00 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 Mumbil, Inc. Telephone 564-1338 Name on the check By Dolores A. Ballesteros Superintendent Fee collected /exempted by Peggy Reyes = ;' Payment Received P Q Signature '` - Check No..6847• 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 RECORDING REQUESTED BY CHICAGO TITLE COMPANY A14D WHEN RECORDED MAIL THIS DEED AND, UNLESS OTHERMSt SHOWN BELOW. MAIL TAX STATEMENT TO: Name F— KATHLEEN MITRAK I Street C/O LA QUINTA PALMS REALTY Address P.U. BOX 346 State LA QUINTA, CA. 92253 II Zip L. J 1111e Older No. Escrow No. —14468 — [C acc A VCr v► N ~ W a W 0 w 1 SPACE ABOVE MAINE FOR RECORDER'S E Grant Deed THE UNI)I.iRSIGNED GRANTOR(s) DECLARE(s) DOCUMENTARY TRANSFER TAX IS $ NONE— NO CONSIDERATION ❑ __-.— unincorporated area IN City or —LA Q.UINTA— Parcel No. ❑ computed on full value or interest or properly conveyed, or ❑ computed on 15911 value less value of liens or encumbrances remaining at lime of sale, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged. JAMES C. BELKNAP JR. AND JACQUELYN BELKNAP, HUSBAND AND WIFE AS COMMUNITY hereby GRANT(S) to PROPERTY KATHLEEN MITRAK, A WIDOW t- t the following described real properly in the CITY OF LA QUINTA county of RIVERSIDE state of California: LOT21 IN BLOCK 143 OF SANTA CARMELITA AT VALE LA QUINTA UNIT NO. 15, AS SHOWN BY MAP ON FILE IN BOOK 18, PAGE 92 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA • T O THIS DEED IS BEING RECORDED TO CORRECT THE OWNER OF TIME PROPERTY A a E c m A C ;n 10/1/93 Dated %IQ fit A i'/ STATE OF e?>kNFf R COUNTY OF././NQ 4 i } S.S. On r_1 ` . _before me, 111L/ .J _2Q _ a NotaryPublic In and for said C unly and Male, personally appeared _ V perso Ily k own me(or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) lo/are subscribed to the within instrument and acknowledged to me that hvli;M/they executed the same In hIsA or/their authorized capacity(les), and that by his/her/their signature(s) on the Instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the Instrument. WITNESS my hid and official eal Signature MAIL T'AX ST'ATEMEN'TS T'O PARTY SHOWN ON FOLLOWING LINE; IF NO PARTY SHOWN, MAIL AS DIItECTEL) ABOVE Hogancamp Engineering Civil Engineering • Structures Hydrology • Land Planning March 15., 1994 Mr. Mark Harold Building Department CITY OF LA QUINTA, CALIFORNIA 78-105 Calle Estado _ La Quinta, California 92253 (619)564-2246 74-040 Highway 111 Suite L-50 Palm Desert, CA 92260 Phone: (619) 773-9373 Pager: (619) 864-2924 Donald A. Hogancamp, P.E. RCE 38239 Re: Structural Calculations for a residence to be located in the City of La Quinta, CA. Reference my letter to you, dated March 13, 1994. Dear Mr. Harold: I have reviewed the calculations for the referenced project, at the request of Mr. Bill Howard of MUMBIL CONSTRUCTION, to determine the adequacy of using D.F. No. 2 in`lieu of D.F. No. 1 for the header beams. I have found that the substitution may be made without consequence to the designs as they exist. If I can answer any questions or be of further assistance, please don't hesitate to call me at (619)773-9373. Respectfully Submitted, HOGANCAMP ENGINEERING ✓4ao1o4 Q11LC1CL Donald A. Hogancamp; RCE 38239 License Expires March 31, 1997 o eROFESS/0Nq HOGq No. 38239 7° ""> 0/ V -0f CALtiF i Hogancamp Engineering Civil Engineering • Structures Hydrology - Land Planning March 13, 1994 Mr. Mark Harold Building Department ' CITY OF LA QUINTA, CALIFORNIA 78-105 Calle Estado La Quinta, California 92253 (619)564-2246 74-040 Highway 111 Suite L-50 Palm Desert, CA 92260 Phone: (619) 773-9373 Pager: (619) 864.2924 Donald A. Hogancamp, P.E. RCE 38239 Re: Structural Calculations for a residence to be located in the City of La Quinta, CA. Dear Mr. Harold: I am a Registered Civil Engineer, licensed to practice in the State of California and I have performed the following calculations for the referenced project at the request of Mr. Bill Howard of MUMBIL CONSTRUCTION. This calculation is performed in accordance with the Uniform Building Code, 1991 Edition. All normal vertical and lateral loads are considered. If I can answer any questions or be of further assistance, please don't hesitate to call me at (619)773-9373. Respectfully Submitted, HOGANCAMP ENGINEERING �arla�Gt/,��9R h ca Donald A. Hogancamp; RCE 38239 License Expires March 31, 1997 C QRWFESS/p�� N. 110 F� No. 38239 E: Hogancamp Engineering SHEET Z OF 74-040 Highway 111; Suite L-50 PROJECT Le QUINTA RESIDENCE Palm Desert, CA 92260 Phcr{e:(619)773-9373 CLIENT Mumbil, Inc. DATE Mar 1994 oct4 . . . . . . . . . . . . . . . . . . . . . ,. F ,. ,. .,. + + . . . . . . . . . . . . . . . . . . . .. . . . CxX WOW = zo ?s % . . . . . . . . . . . . . . . . . . . . Root - zo S '. Sta Ur /i . . Z. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Hogancamp Engineering SHEET -3 OF O 74-040 Highway 111; Suite L-50 PROJECT Le QUI NTA RESIDENCE Palm Desert,, CA 92260 Phcne: (619) 773-9373 CLIENT Mumbi 1, Inc. noTF Mar 1994 • S l Es - IDv L'!' • pJF IF30 r b'CLfhPJ WE m mrAc•LYi tK 1E 2 • ..^.i'FiSOa • i GA - la'. t.!• IGC uH Un lK MADGR .h 5 .33 34 FRAMING PLAN SCALE: I" : I0'-0" .h c' ■ • ..^.i'FiSOa • i GA - la'. t.!• IGC uH Un lK MADGR .h 5 .33 34 FRAMING PLAN SCALE: I" : I0'-0" .h c' Hogancamp Engineering SHEET 4 OF /o 74-040 Highway 111; Suite L-50 PROJECT L8 QUI NTA RESIDENCE Palm Oesed, CA 92260 Phwe:(619) 73-9373 CLIENT Mumbil, Inc. DATE Mar 1994 BEAM TABLE BEAM TYPE SIZE • • . 1 DF 4"X5" . . . . . 2 DF 4"X8" + 3 DF 4" X 10" 4 DF 4" X 12" . . . . . 5 DF 4" X 14" 6 DF 4" X 16" 7 DF 6" X 6" + 8 DF 5" X 8" ' ' ' . . 9 DF 6" X 10" • . • . 10 DF 6" X 12" 1 1 DF 5" X 14" + a 12 DF 6" X 15" . . . . . 13 DF 8" X 8" 14 DF 8" X 10" 15 DF 8" X 12" 15 DF 8" X 14" A. 17 DF 8" X 15" 18 GLB 3-1 /8" X 9" . • • • 19 GL8 3-1 /8" X 10-1 /2" • • . . . 20 GL8 3-1 /8" X 12" + 21 GLB 3-1/8" X 13-1 /2" 22 GLB 3-1 /8" X 15" 24 GLB 3-1 /8" X 1'6 -: 11-2- '6=11-2- 25 25 GLB 3-1/ ' 5" X 18" 26 GL8 5-1 /8" X 12" 27 GL8 5-1/8- X 13-1/2" ' ' ' ' ' 28 GLB 5-1 /8" X 15" 29 GL8 5-1/8" X 16-1 /2" . . . . . 30 GLB 5-1/8** X 18" + 31 GL8 5-1 /8" X 19-1 /2" 32 GLB 5-1 /8" X 21 " 33 SPECIAL 1 3/,9"k -71,-" GLB 34 SPECIAL 2 2- /%B x 7/z Z- 11L 35 SPECIAL 3 Hogancamp Engineering SHEET 5 OF O 74-040 Highway 111; Suite L-50 PROJECT L9 QU I NTA RES I DENCE Palm Desert, CA 92260 Phone: (6 19) 773-9373 _ K i m h i l I n r Mar 1 0 0 d CLItNl .. - DATE C rn. Stxt ri' . /6 . -O. ' ,. . H + ,. Uo cri.d w-) - LUQp1 . nom;, .ql V=. Q Z 200 (i6) /Z = iG0o ` 12r -g. 640 J2/ - 640E DF .ill ° l . •6d: 49!'n 3 4c7 psi'. 656 B 755(.01Z ?G ? . t ,. + + . . . . w _ . 7S.C6) Z = .3 3c; ' t✓; - 47 vs-.-6ML „ + . . . . %!/2" CLQ .. . . . oma. - . X 74 4 VL• Mql" iru z .Ck^ . Hogancamp Engineering 74-040 Highway 111; Suite L-50 Palm Desert, CA 92260 Phcne:(619) 773-9373 SHEET 6 OF PROJECT Le QUINTA RESIDENCE CLIENT Mumbil, Inc. _ DATE Mer 1994 . . . . . . . . . . . . ,. X7.5 C4 Z 8 = i77 d ter- zi 000 . " + . x/45=. 2./000/80 z 3 + .. ... . ., -2s.5S x.8;,3 PC M s .,: /l, & /. Z, c9 = ,36. /?s; • o% . + H.ogancamp JE-J_Q j Engineering SHEET -- OF 10 74.040 Highway 111; suite L-50 PROJECT Le QU I NTA RES I DENCE Palm Desert, CA 92260 Phone: (619) 773-9373 CLIENT Mumbil, Inc. DATE Mar 1994 . . . 4dV_ ,... , •F . . . 4dV_ •F Hogancamp Engineering SHEET 8 OF /0 74-040 Highway 111; Suite L-50 PROJECT Le QUI NTA RESIDENCE Palm Desert, CA 922E Phcne:(619)T73.9373 CLIENT Mumbil, Inc. nATF Mar 1994 ¢2) 40j - = 67zo?r 336061) _Z760 `W) . 0.,t !-• LO R, Mft. —OGfft Pl i GO 46. R V + • D[ t.l R D { IpR Ll c } + t.. J\ Q !•a,' F6'GI ! ea . te•. may ue un nrJro•un L.L Ie,ou . + . p • + % .a.o awR r.,• OMKE RA"M FRAMING PLAN SCALE: 1" = 10' -0" • Hogancamp Engineering SHEET S_ OF /0 74-040 Highway 111; Suite L-50 PROJECT Le QUINTA RESIDENCE Palm Desert, CA 92260 Phcne:(619)773-9373 CLIENT Mumbil, Inc. n6TF Mer 1994 560 o l EJ • lB'.7D' WE U6.r%.6.Y1' M FE/LER • I 1'.6' FA6CN 1.0 Id • •,• tier 1•..' lA? l IN •'• Ri Mm . W OG f pi i Z Z NIo 9HD 46. R 4 R 46 WR 4 c Lam' + 1 / c + r. W/o/ ; T.G'F6DOa Z •1ea•7 .vb•Neaenrrm•un K.e. oeR / . L 4-, 'MP410 ^ L-=12' D ^. IDR -3 A PHHD FRAMING PLAN SCALE: 1" = 10'-0" . Hogancamp Engineering SHEET OF /O 74-040 Highway 111; Suite L-50 PROJECT Le QUINTA RESIDENCE palm n—s ,t CA 0009n P11rno•(R101773.0471 Miimhit Ines Mar 1 OOA CLItNI _......., ..._. DATE .._. .................... t .................... ,. . } A. ,. + .,. + ,. ,. ,. . F q l/ P L . cr' w' T SP HD . ,. /. 4 2 2f6.,.Z6q 0) , 71021 ,. Z. n.; P N + . i3 . . Z . — . . . . . . 4. 824Z. . 4Kf 40 .,Z -id- 600. 7666 Z N7PHf/ do 4' G 600+ 7//04' . 2- s32 53,2 1¢fIZ. .25/ W0 2- .................... t .................... ,. . } A. ,. + .,. + ,. ,. ,. . F . f . F + + A. .,. .,. Hogancamp Engineering 74-040 Highway 111; Suite L-50 Palm Deserl, CA 92260 P`we: (619) 773-9373 SHEAR PANEL SCHEDULE SHEET OF PROJECT Le QUINTA RESIDENCE CLIENT Mumbil, Inc. neTF Mer 1.994 7/5" P.C.C. CONCRETE STUCCO OVER EXPANDED METAL, OR WOVEN WIRE LATH, UNBLOCKED, WITH No. 16 GAUGE STAPLES, 7/8" LEGS AT 6" O.C. ANCHOR TO CONCRETE FOUNDATION WITH 1/2" ANCHOR BOLTS, EMBEDDED 8" MIN. AT 48" O.C. MAXIMUM. 3/8" CD PLYWOOD WITH 8d NAILS PLACED A75" O.C. ALONG ALL PANEL EDGES AND 12" 0. C. ALONG ALL INTERMEDIATE FRAMING MEMBERS. ANCHOR TO CONCRETE FOUNDATION WITH 1/2" ANCHOR BOLTS, EMBEDDED 8" MIN. AT 36" O.C. MAXIMUM. 3/8" CD PLYWOOD WITH 8d NAILS PLACED AT 4" O.C. ALONG ALL PANEL EDGES AND 12" 0. C. ALONG ALL INTERMEDIATE FRAMING MEMBERS. ANCHOR TO CONCRETE FOUNDATION WITH 1/2" ANCHOR BOLTS, EMBEDDED 8" MIN. AT 24".0.C. MAXIMUM.. 3/8" CD PLYWOOD WITH 8d NAILS PLACED AT 3" O.C. ALONG ALL PANEL EDGES AND 12" 0. C. ALONG ALL INTERMEDIATE FRAMING MEMBERS. ANCHOR TO CONCRETE FOUNDATION WITH 1/2" ANCHOR BOLTS, EMBEDDED 8" M I N. AT 18" O.C. MAX I MUM. V 15/32" CD PLYWOOD WITH IOd NAILS PLACED AT 2" O.C. ALONG V ALL PANEL EDGES AND 12" 0. C. "ALONG ALL INTERMEDIATE FRAMING MEMBERS. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR THICKER. ANCHOR TO CONCRETE FOUNDATION WITH 1/2" ANCHOR BOLTS, EMBEDDED 8" MIN. AT 18" O.C. MAX I MUM. min N (> —R D r - m Z> ASW B mto )U o zo a ® u (P m mp.D p .e. ni O )U )U nm E U) Z A) Q D F a 3 00 i LU (P Otn - v I> 7C 3 M m ®Y4 O O ZW ® 7U3t Z O -Up Q a ® i1>zi ID Imp -9 b ni c 4\ 1> 3: r- v -U moa . n s N D —A 0 On D m= . > A) oF Z? o } W Z (PNZ nt= TO "I I-- G% A 3 w y IOU" - I b O° rn -t -0 - y o -i - ttii b` A) Z min O a. Onto J> in -x _ (P (P o 3 N A Z Z Cl Cl p t 10 F O b Z D A (P m O 7) Addendum to: M D m 1300 PLAN !" MUMBIL, INC. U) 51-001 E15ENHOWER DRIVE m W LA QUINTA, CA 92253n U 4 Lo Oz N _ LO:r N rt N v aLOSHEAR TRANSFER DETAILS W 1 s N a b9 1S'd 9 I w N_ z U w n- oW J U I s N a b9 1S'd 9 I w z U w n- oW J U I Loo © Z U m > I wz d v°z V=3 ,-T-O i QO_ ZO lJj B w . Q o „II -,LI csr s D U w zWQ z S U o> z U w n- oW J p Loo O m > x`uZ wz w< ,-T-O Q QO_ ZO lJj B w . Q o LU Q ` QW =O WLLI O w =U zJ w W wpz w zJ p x. _ w O Fw Q Zpw ° LL, J= m( w Q Z (y oILL LU ° _L° Q ° °3 W.. O pz= (L i NF - INSTALLATION CERTIFICATE CF -6R Use of this form to satisfy the rsquinment• of the Adminlatrative Coda Is optional, but the Information must be provided and posted. 13 q _S Slte Address Permit Number An installation certificate is required to be posted at the building site prior to the issuance of the occupancy permit; this form may be used to meet these requirements. All appliance categories listed below are the actual equipment installed. Note that the efflclency and type of the appliance Installed must be equivalent or better than the appliance specified on the certificate of compliance (Form CF -1 R). This certificate (or its equivalent) shall be prepared and signed by the person(s) assuming overall responsibility for the appliance installation. Refer to the reverse side of this certificate for an explanation of information required. . I, the undersigned, verify that the equipment listed in the category above my signature is the actual equipment installed and that the equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In addition, I have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS: Heating Equipment Heating Equip. CEG Certified Actual Distribution Duct or Heating Load Heating Type (Packaged Manuf. Make & Efficiency Type and Piping Before Over- Equipment 1 C)2 5 )-c M 1ZNn lBo TTtc. Cooling Equipment Cooling Equipment Actual Type (Packaged CEC Certified Compressor Unit Efficiency Duct Duct heat gumn_ etc) Manuf_ Make &Model Number (,SEER)_ Location R--Yalue._ A i i ► i r / r Signature, Date WATER HEATING SYSTEMS g q HVAC Subcontractor (Co. Name) OR General Contractor OR Owner Distrib. Water CEC Certified Energy Tank Insul Internal. Pilot Rated Solar System Heater Manuf. Make & Factor/ Volume Wrap . Insul. Standby Light Input Wood Iys$ Type Model # Effic. lgallonsl R-yalue R -value Loss (%I fljWW kW/Btu Credits C) r- G-?- FAUCETS 8 SHOWER HEADS: All faucets and showerheads installed are listed in the Commissions Directory Of Certified Faucets And Showerheads, pursuant to Title 24, Part 6, Subchapter ,Section 111. 4 Signature, Date Plumbing Subcontractor (Co. Name) / eneral Contractor OR Owner Rev sed booember 1992 fw:. MUMBIL INC. 1300 ' PLAN RESIDENTIAL COMMERCIAL S FLOOR TRUSSES 85-435 MIDDLETON STREET, THERMAL CALIFORNIA 92274 OFFICE: (619) 397-4122 9 FAX: (619) 397-4724. 6 Bu!xp Isuple!p 'p,oya wolloq N, to aw a4, 01 Pollen, Su!pl!nq It, W 40uol ON PW ---1 f! 418-1 isn't .41 Bual. ualuaa u0 ul 01 at Ioet S unit "foci ou to Buaeq lentil nranur,uoJ 'P,W> wallop oflf 10 gush ow u! Pill — Bnu f! 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Pue'Dw.q *t1nWq Ilspw al any, Pus 'W:1oiu 10 ellpal"u, It, 431,Iw,spde .VI *—." tm, wxq Apadwd a 10 Alatn wile lin gill 10 uo4ruWx, ul Nouonaoumi 9161 "ONI'31niliSNI 31V1d SSf1Nlo SNOIIVON3WW0330 ONV ANVIN3WW09 :S3SS0H1000M ONI3VIS `NSPECT10p B M . `1S fFff rlg'!..: s' '.,9':',N'''.i'»+111 'g1: illi _' .a Y : \1 •.q +, ,.' ¢ooJ '. "' /c ' y; ... .' °,Y+t 4;'ti !..K ' : '! ', ,!`` ' ' !• .;: ' ` , JY ` •a:. tZll d'"iTf§'y`.r. t! • .e` - :. ?''' f r :. r i +r,19+ .i ' •' 4 . ,ty: n . SA , ! y .+moi•. g ` 7 jr y 1' Y j . Yr ' r,C 73' 5p,' •'t . u4'a1'1""i.. `?.,, ,a. . ,j;w^,''f•+ y.• ; *'k '2..y` l' .., : 'Sh .y. ." J°y i ±. !°* y' i.ls ^ 0.C11 r iso h 2p ti s r .° 2f 11p".Sl i }^j '^ = }y `y ► °t7'Mi a t i i?1" 4.l: gs i. '-1 wt47•14u6 :. e a0 O`' ` n-.y •`. 'i /i?;.. - n Ir 1' 4 `4,'M , TIMBER PRODUCTS INSPECTION/ INC dba GENERAL TESTING AND INSPECTION AGENCY 4. r Post Office Box 20455 . 6600 NE 78th Court - S Suite A • ,f. ' 7"., Portland, Oregon 97220 1$ • F:i We are an inspection agency recognized k r: • „ gnized by the International Conference of Building Officials. Council of American rr' , ; ,i . Building Officials NER-QA 275. ';. '• e This is to verify that: SPATES FABRICATORS, INC. 85-546 B -Middleton Street 1 4}r Thermal, CA 92274 k+ is under our Audited Quality Control Program and has been `qe •{`,T since: ;... July 2, 1990 91 .• ', = We audit the production under the Uniform Building Code ! Standard 25-17, Section 25.1738 and 39. Inspections are ' made at least quarterly and we make intermittent inspections! of trusses in the field. We find the quality observances of this plant to be in Conformance to the Standards. y pfai rryp i TIMBER PRODUCTS INSPECFION, INC. jjl IL J►\W„ sf :1CB0 Evaluation Service, Inc. nA Asubsidiary corporation ofthe International Conference of Building. Officia* 1. ; EVALUATION REPORT Report Copyright© 1991.ICBG Evaluation Service, Inc. May, 1991 Filing.Category: FASTENERS—Steel Gusset Plates (066) CONNECTOR PLATES FOR ROOF AND FLOOR TRUSSES AND OTHER TIMBER CONSTRUCTION ALPINE ENGINEERED PRODUCTS, INC. POST OFFICE BOX 2225 POMPANO BEACH, FLORIDA 33061 I. Subject: Connector Plates for Roof and Floor Trusses and Other Tim- ber Construction. If. Description: A General: The truss connector plates are formed by die stamping A-446 Grade A, or better, galvanized steel conforming with U.B.C. Standard No. 27-1 except where otherwise noted. The wood trusses are assembled in a jig and the teeth are pressed into the wood members with a power press constructed in accordance with the man- ufacturer's specifications. B. Alpine Truss Connectors: The Alpine plates are formed from No. 20 gauge (.0356 -inch minimum) steel and have two 3/e-inch4ong by .122 - inch -wide concave teeth punched from a single hole. Each pair of teeth is 1 inch on center along the length of the plate and 1/4 inch on center along the width. C. Viking Truss Connectors: The Viking plates are formed from No. 20 gauge steel and have two 3/e -inch -long by .140 -inch -wide concave teeth punched from a single hole. Each pair of teeth is .90 inch on center along the length of the plate and across the width of the plate each pair of teeth alternates with .293 inch and .350 inch, forming groups of two pairs of teeth. Each group of two pairs is .643 inch on center across the width. Where the root of each tooth meets the flat plate, a tooth -stiffening dimple is punched. 0. Trulox Truss Connectors: The Trulox plates are formed from No. 20 gauge steel and have .131 -inch -diameter holes punched in alternating rows. The holes are 2 inches on center along the length of the plate and are .7 inch on center along the width. The plates are fastened with nails such as common nails .113 inch in diameter by 13/0 inches long. The num ber of nails installed is determined on the basis of the design loads to be transferred through the connector. E. Series 680: Series 680 truss connector plates are made from No. 16, No. 18, or No. 20 gauge steel. The Series 680, No. 20 and No. 18 gauge, have teeth 1/2 inch long and the Series 680, No. 16 gauge and the Series 680A have teeth 9/16 inch long. The teeth are 1/e inch wide, project perpen-: dicular from the plane of the plate and are in longitudinal rows with every other row facing the opposite direction. There are three rows of teeth per inch of plate width. The Series 680, No. 20 and No. 18 gauge teeth repeat each 3/,, inch and the Series 680A and Series 680 No. 16 gauge repeat each 1 inch of length. Each tooth has a pointed end and a stem that flares out at the base. The tooth cross section is V-shaped. F. Series T: The Series T connectors are stamped from No. 20 gauge gal- vanized steel. The plate sizes may vary in width from 1 to 12 inches in 1/2 -inch increments and may vary in length from 13/4 to 171/2 inches in in- crements of inch. Two opposing teeth are formed from each die open- ing. The openings are 1/2 inch in length and 1110 inch in .width and area, spaced r/s inch on center along the length. The die openings are in pairs across the width and are spaced 1/2 inch on center. There are 9.14 teeth.µ'. persquare inch of plate. The teeth are 1/10 inch wide, 5/16 inch long, pointed; and V -grooved. G. Series It Series K truss connector plates are formed from No* 16:-.-,* °:; gauge galvanized steel. Plate sites vary from 1 inch to 12 inches in width; in 1 -inch multiples and from 15/t6 inches to 23% inches in length 15/16 -inch multiples. There are three pairs of teeth per inch of width spaced: each 15/16 inch along the length. Two opposing teeth (one pair) are formed, _. from each die opening. The die openings are .135 x.540 inches with every other opening staggered 1/4 inch along the length. There are 4.57 teeth per square inch, each averaging 3/e inch in length and perpendicular to the - ; plane of the plate. Teeth are pointed and V -grooved. H. Alpine HS connectors: The Alpine HS connector plates are formed from No. 20 gauge (0.0356 -inch) galvanized steel, two 0.327 -inch -Icing by 0.115 -inch -wide concave teeth are punched from a single slot. The., slots are 0:875 inches on center along the length of the plate and arestag- ;f gered 0.4375 inches on center along the length of the plate. An embos- sment in the plate is formed in the longitudinal direction. The slots are 0.375 inch on center when measured across the embossments. The width of the embossment is 0.063 inches. The steel has a minimum yield',`"s' strength of 60,000 psi and a minimum ultimate strength of 70,000,psi. The galvanized coating conforms to ASTM A 525 specification with a G60 coat- ing designation. 1.1990 Accumulative Supplement to the U.B.C.: This report is unaf- , fected by the Supplement. J. Identification: The truss connector plates are identified by the. trade name stamped thereon. 111. Evidence Submitted: Load tests, plate details and computations showing compliance with U.B.C. Standard No. 25-17. Findings IV. Findings: That the Connector Plates for Roof and Floor Trusses and:.. Other Timber Construction are alternate types of timber connectors to those specified in the 1988 Uniform Building Code, subject to the lot- lowing conditions: 1. Allowable loads and efficiency ratios for the truss plates are as set forth in Table No. 1. 2. The allowable loads for the Trulox truss plates loaded parallel to the length of the plate are 66 pounds per nail for the .113 -inch -diameter nail or in accordance with Section 2510 (c) when installed in Douglas fir, larch or southern pine lumber.-,- '. ­Nails within 1/2 inch of the lumber side edge or end shall be ne- glected. 3. The allowable loads may be increased for duration of load in ac- cordance with Section 2504 (c) 4. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to ChusA members of ICBG, utilizing the code upon which the report is based. Evaluation reports art not to be construedas representing aesthetics orany,otherattributes not specificalty addressed nor as an endorsement orrecommen- dation for use of the subject report. This report is based upon independent tests or other rechnicot data submitted by the applicant. The ICBO Evaluation Service, Inc., technical stafjhas reviewed the ' test results and/or othei data, but dots not possess rest facilities io make on independent verification. There is no warranty by ICBG Evaluation Service, Inc., express. orimplied, as to any "Finding" or other matter in the reportoras to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page t of 2" gage 2 of 2 Report No. 2949 4. Connectors are installed in pairs on opposite faces of the mem- and calculations are submitted to and accepted by the building bers connected and are not installed at locations where knots official, showing compliance to the Uniform Building Code and occur. specifying that fabrication inspection will be provided in accor- 5. Stresses at the net section of the steel plates are not in excess dance with Section 2510 (1). of the values permitted in Chapter 27 of the code. The maximum 8. This report establishes design values of the connector plates. tensile load is determined by multiplying the efficiency ratio Specific trusses must be individually designed in accordance times the gross cross-sectional area of the plate times the steel with recognized engineering principles. design stress. ' 9. When partially seasoned or wet lumber is used for truss fabrica- 6. Where a one-hour fire -resistive rating is required, see Evalua- tion, load modification factor noted in Table No. 25-17-R of tion Reports Nos. 1352, 1632 and NER-392. U.B.C. Standard No. 25-17 should be considered. 7. These values are recommended only when plans, truss designs This report is subject to re-examination in two years. TAm C un c—Aa t nwAnt e t nen fhl tanuNns PFR SniiAR;: INCH ns: FFFECTIVE PLATE CONTACT AREA AND EFFICIENCY RATIOS 'The effective plate contact area is determined by neglecting the plate area within 1/2 inch of the wood eno eogc. 21lte effective plate contact area is the gross contact area. IThe effective plate contact area is determined by neglecting the plate area within 0.44 inches of the wood end for the 0-45 degree orientation and within 0.34 inches of the wood end for the 46.90 degree orientation. -LUMBER SPECIES EFFICIENCY RATIO SMUCE44ME-OR "EM -FIR SOUTHERN PINE OOUGLAS FIRdARCH AIASKAdEOAR IN PERCENT Oimetloo d lad wnh Rapid to we U00 d 1119 Plat ONocdoo as lead wn A , to We Los" d We P1919 Oltedtad d load with RoaOed to O19 Us" d U19 Plato OUmdioo at load faith Raced to the Loop at as Plato Ok"flas of load with RoWd 19 ft L"90 of as Prato Ohoctloo d load In Ramo to the 1.411161111 d to PIaU TYPE OF PLATE 00 to 450 46- to W OP to 45- 46- to W Cr to 4S- 46- to g0- Ir to 45- 46- to gr g- to 45- 4- to g0- e° g0 - Alpine (net)' Alpine(gross)2 Viking, Series TI Series KA Series 6801 No. 20 Gauge Series 6801 No. 18 Gauge Series 680AI No. 18 Gauge Series 6801 No. 16 Gauge Alpine HSS 156 135 — 143 151 — — — — 1 123 94 79 — 99 154 — — — — 1 89 190 163 '155 164 155 152 180 150 150 1 138 150 124 135 105 159 124 152 138 138 1 104 205 178 170 174 187 160 208 150 150 1 154 150 124 135 107 194 156 160 150 150.. 1 130 I05 175 170. 174 180 160 196 153 153 1 158 150 124 135 107 181 144 152 138 138 125 200 — — — — — — — — 1 162 126 — — — — — — — — 1 136 51 51 57 60 59 57 57 56 56 71 50 50 42 43 46 30 30 38 38 30 'The effective plate contact area is determined by neglecting the plate area within 1/2 inch of the wood eno eogc. 21lte effective plate contact area is the gross contact area. IThe effective plate contact area is determined by neglecting the plate area within 0.44 inches of the wood end for the 0-45 degree orientation and within 0.34 inches of the wood end for the 46.90 degree orientation. GE SPATES FA./1 . V..V +..V . 85-453 B MIDOLETON ST. THERMAL, CA 92274 (619) 397-4122 FAX 1619) 397-4724 E C JOB: MUMBIL INC- 1300 PLAN LOC: LA OUINTA DESIGNER: jj 9 Job: (MUMBIL--1300 PLAN) / T1 TOP CHORD 2x4 FL #i&Bet. BOT CHORD 2x4 FL #16Bet. WEBS 2x4 HF Std/Stud CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. THTS nWR_ PAFPAnrn FPnm rn1AP11TFA TNPIIT fl nAnC r nT1AFNCTMJe7 CIIAMTTTFn AV TGTICC MCD C) CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE n REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. 33 v REFER TO DRAWINGS A103 AND A104A FOR OVERHANG DETAILS. 1D Ln to 0 Ln 0 A N _ 10-3-8 - 1- 10-3-8 -6 20-7-0 20'7" OVER 2 SUPPORTS — R=813# W=3"8 R=813# W=3"8 Seq: 12931 PLT. TYP.- ALPINE DESIGN CRIT UBC CA/2/0 - - Rev 17.11 SCALE = 0.2500 **IMPORTANT* *PLPINIE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY FST WARNINV BUSSES REOUIRE EXTREME CARE 111 HANDLING. ERECTION AND. Q SIQN Q TC LL 16.0 PSF REF 8795--23954 DATE .04111194 O C O T= O DEVIATION FPOM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HTB -91 BY TPI. SEE THIS DESIGN \p1, ' y TC DL 14.0 PSF O C O T= FAILURE TO BUILD THE TRUSS IN CONFORMANCE N1 TN OSIBS BY 7P L FOR ADD171011AL SPECIAL PERMANENT SPACING PE S A y 5.0 C= O - O O ALPINE CONVECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWI5E INIIICAIED. 70P V f Av C DL PSF ORW CAUSR795 94101502 CA -ENG JJ 1 O O L7 A446 OR D EXCErT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PPOrER PLYWOOD 140, CQ -138455 C LL 0-0' PSF 1 ALPINE O TRUSS AIB) UNLESS OTHERWISE LDCA7ED Off THIS DESIGN, POSITION LY ATTACHED SMEATNIIIG. BOTTOM CIIORD I I CONNEC10R5 PER DRAWild,S 130, 150 6 1604-F, DESIGN STANDARDS NJIM PRDPEPLY ATTACHED RIGID CEILING -- SEE [[. ,, * W. 6349% * oT Lo 3 5.0 PSF T AU S S CONFORM M/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER . . IIIIIII VIII VIII III VIIIIIII IIII 117-71O _ O O O C SEAL ON TMS ODAWINIG APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UP014 IN ANY OTHER WAY. OPYMALL APPLICATION. FUM IISH A COPY OF THISar DESIGN TO THE TRUSS EPECTION CONTRACTOR. CM. 1.25 t9jE•OF rn`` OQ 1i1` I . FAC• OUR. SPACING 24.0" 1 2 9191 5 4 X --TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ahIIv„ Job: (MUMBIL--1300 PLAN) / T2 TOP CHORD 2x4 FL #l6Bet. BOT CHORD 2x4 FL #16Bet. WEBS 2x4 HF Std/Stud CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. SHIM ALL SUPPORTS SOLID TO BEARING. b1 THIS DWG. PREPARED FRDM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. C-) CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE n REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. D V CONTRACTORS WARNING: 1O THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS 1° AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING to INSTALLATION TO ENSURE THAT.THIS TRUSS IS ERECTED PROPERLY. 0 Ln 0 w --4'6" — - 20'7" -- 12-6-8 _,_ 12-6-8 R=225# —25' 1 " OVER 3 SUPPORTS W=3"8 R=840# W=3"8 R=815# W=3"8 e 1.4 Seq: 12933 PLT. TYP.- ALPINE DESIGN CRIT UBC CA 2 Rev 17.1' SCALE = 0.2500 C ATRUSS O O O O O O **IMPORTANT**ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM A445 GR B EXCEPT AS NOTED. APPLY CONUECIOPS TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, P05117011 CONIIFCTORS PER DRAWINGS 130. 150 G !BOA -F, I. AN1 STAIIEERDS M/APPLICABLE PROYISIOIS OF tll15 C TPI. All ENGIIlEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY, AND SHALL NOT BE RELIED IKON I1 AIN OTHER WAY, WARN INGTRU55ES REOUIRE EXTREME CARE IN HANDLING. ERECTION AND BRACING. SEE HIB -91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT SPACING RE OUIREMENTS. UNLESS OTHERWISE IIIDICAIED. TOP CHORD SHALL BE LATERALLY BRACED WIIM PROPER LY ATTACHED PLYWOOD SHEA7HING, ROiTOM CHORD WITH PROPERLY ATTACHED RIGID 911 FOR -- SEE 4LPiNE lE[NOlICAL UPDATE 17/1/911 FOP pATWEP DRYWALL APPLICATION. FURNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR, Q Of ny O ,AA, N' F r r+BC i.'O. C043 [..845 r a 7} ` +C• }}JOeOT. 'flCly " % CAUT Of C ` TC LL 16.0 PSF TC DL 14.0 PSF OL 5.O PSF BC LL .0.0 PSF L0. 35.0 PSFf,ONFORM REF 8795--23955 DATE 04/11/94 ORW CAUSR795 94101503 CA -ENG JJ OUR. FAC . 1 .2 5 A --IPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIF1CAlION FOR 9000 CONSTRUCTION SPACING 24.0 " Job: (MUMBIL--1300 PLAN) / T3 TOP CHORD 2x4 FL #I&Bet. - BOT CHORD 2x4 FL #16Bet. WEBS 2x4 HF Std/Stud CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 3X X15 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR CALCULATED HORIZONTAL,MOVEMENT OF 0.25" DUE TO LIVE LOAD n AND 0.29" DUE TO DEAD LOAD. c Ln NOTE: EXPECTED,VERTICAL DEAD LOAD DEFLECTION = 0.58'. EXPECTED n VERTICAL LIVE LOAD DEFLECTION = 0.50". `1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE 0 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. u:) 0 Ln 0 0 - --- i6-3-0 — — - -N>---- _ 16-3-0 1-6 16-3-0 16-3-0 1-6-0 -32'6" -1 OVER 2 SUPPORTS R=1230# W=3"8 R=1230# W=3"B Seq: 12935 PLT. TYP.- ALPINE DESIGN CRIT UBC CA - Rev 17.1' SCALE = 0.1875 0 0 0 0 0 0 **IMPORTANT**ALPIME ENGINEERED PRODUCTS. INC. /±f WARNINGTRUSSES REQUIRE EXTREME CARE SSIQ. TC LL 16.0 PSF REF R795--23956 O O C= O SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIIXI FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY IN HANDLING. ERECTION AND BRACING. SEE HIB -91 BY TPI. SEE THIS DESIGN \T,T1 i( TC OL 14. 0 PSF DATE 04/11/94 O C= O C= FAILURE 10 BUILD THE TRUSS IN CONFORMANCE W17H OS788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE A y 5. 0 ALPINE CONNECTORS APE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP Au C DL PSF DRW CAUSR795 94101504 CA -ENG JJ O O O I3 A446 GR B EX ER AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ATTACHED PLYWOOD r No. C043845 C LL 0.0 PSF o A L P I NE TRU5AND UNLESS 5 ESS OTHREWISE LOCATED ON THIS DESIGN. POSITION LY SHEATHING. BOTTOM CHORD C=3 . C01411ECTORS PER DRAWINGS 130. 150 6 160A -F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE Ev. &n91 * OT LD. 35 . 0 PSF o_ TRUSS1.25IIIlilll C= CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. All EIIGIIIEER'S ALPINE TECNu11CAL UPDATE (7/1/911 FOR PROPER 'YWALL . II VIII II( IIIIIIIIIIII E=\Q` SEAL ON THIS ORAWING APPLIES TO THE COMPONENT DEPICTED HERE 111 ONLY. AID SHALL NOT BE PELTED UPON IN ANY OTHER WAY. ORAPPLICATION. FURNISH A COPY OF THIS DESIGN 10 THE TRUSS ERECTION CONTRACTOR. LP O R l9TFOF OUR. FAC. p O Cn `EO " 5 6 ---TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD COUSIRUCTION SPACING 2 4. 0 Job: (MUMBIL--1300 PLAN) / T5 TOP CHORD 2x4 FL #1&Bet. BOT CHORD 2x4 FL #i&Bet. WEBS 2x4 HF Std/Stud :W5. W6. W7 2x4 SPF #1/#2: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. (F) SEE DRAWING A115/E FOR FILLER DETAIL. 3X X15 I TUTC -- nFICnA— Con..—1-11TCn T eIIT !1 nAnC C nTUCA1CTn\ICI CIIOUTTTCn OV 7011CC UCO C-) CALCULATED HORIZONTAL MOVEMENT OF 0.17" DUE TO LIVE LOAD a AND 0.20" DUE TO DEAD LOAD. c In NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION = 0.55". EXPECTED n VERTICAL LIVE LOAD DEFLECTION = 0.44". to CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE Ln REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. to REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. • 0 Ln 0 Ln (:D (F) 16-3-0 _ 16-3-0 1 =6 18-8-0 2-4-$ 11-5-8 32'6" ---- OVER 2 SUPPORTS R=1233# W=3"8 0 (A i) —0-1- R=1134# B'1" R=1134# W=3118 Sm 12951 PLT. TYP.- ALPINE DESIGN CRIT UBC CA 2 0 - Rev 17.1' SCALE = 0.1875 0' C= C= O O [ L7 = = C== l ATRUSS **IMPORTANT **ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIMI FROM THIS DESIGN On THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WI1H 05188 BY 1P1. ALPINE CONNECTORS ARE MADE OF 20F•A GALV. STEEL MEETING ASTM A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ANp UNLESS OTHERWISE LOCATED MN THIS DESIGN. POSITION WARNIN&nUS5E5 REOUIRE EXTREME CARE 111 HANDLING. ERECIION AIM BRACING. SEE HIB -91 BY TPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMAIJEN7 BRACING RE OUIREMEIN7S. UTA.ESS OTHERWISE 11MICATED. TOP CHORD SHALL BE LATERALLY SPACED WITH PROPER LY ATTACHED PLYWOD SHEAIMINIG. BOTTOM CHORD 10 QQ. fy + == Rr 11p. C043E45 TC LL 16.0 PSF TC OL 14.0 PSF C OL 5.0 PSF C LL 0.0 PSF REF 8795--23957 DATE 04/11/94 DRW CAUSR795 94101505 CA -ENG JJCONNECTORS Z 3 5 OO" C= C= O C= C= C= PER DRAWINGS 130. 150 6 1604-F. DESIGN S141MARDS CONFORM M/APPLICABLE PROVISIONS OF WS C TPI. AN ENGINEER'S SEAL ON THIS ORAWIIIG APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY. Alm SHALL NOT BE PELTED UPON IN AIIY OTHER MAY. 01714 PROPERLY ATTACHED RIGID CEILIIIG -- SEE ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPE•E1p• OPYWALL APPLICATION FURNISH A COPY OF TH15 DESIGN TO THE TRUSS ERECTION CONTPACTOR. W97 * / 1 1JIlw CIV1 oe %E\ PP oT . Lo . 3 5 . 0 PSF OUR. 1.. 25 SPACING 24.0" +--TPI TRUSS PLATE INSTITUTE. NDS 1991 IIAiIOtU.I OESIGu SPECIFILA 11011 FOR WOOD CON5IPULIIOII oQIp,ESSIpN EY Fy 2X8 SS RIDGE 2X6 #2 RAFTER oor W Q F- a H a. # 750 @ 24" O.C. m a 1,91 c IL OQ Q 2X4 BRACE UND E OF CA F RIDGE @ 6' OC MA a 2X4 BRACE UNDER RAFTERS w O @ B'OC STAGGERED J ROOF SHEATHING 2-2X4 48° BLOCKS NAILED 6°0.C. w PLACED UNDER 2X4 RIDGE BRACE. BLOCK IS OVER 3.TRUSSES w J J Q O c - 2X4 CONT. PLATE TRUSS TOP CHORD Q a . . cn W Z 2X6. #2 RAFTERS 2X8 SS RIDGE Q OH @ 24" OC Z .. i— Z Q m Q U O J O D CL J TRUSS \ X4 BLO 0 WALL TRUSS oor W Q F- a H a. cr- m a TYP. NOTCH trongback• o/ @ 24" O.C. nail to ledger tia. 3.5" Max. 12" O.CJ --A35 OUTLOOKER Ledger -_--- CZ CRITERIA t. (nail to ver w/2-10d nails) Gable _ 1.5' DETAIL 'A' Wil, . (T) C 'ax SYM ABOUT (P1) PS)(N) DETAIL '8' P!24" -Gable (G) Gable end design based on 80 MPH End wind load, exposure "C" at 0-15 Ft. mean height. Max. / J (C) 1X4 continuous lateral bracing for 12" Min. brace (strongback) member longer than 24" Max. Outlooker 72". Attach at midpoint of each brace W/2 -8d common nails. (S1) (M) 2X4 F.L. #2 or BTR (G) Strongback brace 12 Varies 6"O.C. Max. (N) Ledger \ (S 1) \ \ \ CONTINUOUS SUPPORT (P1) Peak plate to match common trusses. (S1) Splice plate to match common trusses. (H1) Heel plate to match common trusses. * CD107 Detail "BIT Roof _ Material ' Outlooker (C) Gable end - I 2X4 FL#2 Detail "A'L-\/ •1/ r better 45 (M) 2X Ledger 1._ Strongback COMMON braced at 60" O.C. TRUSSES (0) Option to web plating: -use (3)-2" BRACING DETAIL wire staples (0.072 Dia./15 GA. ) toe - nailed thru chord into web & thru web Plate Max. Web Length into chord on one face for a total of 1X3* 2-8-0 6 staples. (Pl), (S1), & (H1) must -- -- be plated. (0) \ 2X4* 8-1-0 (T) Refer to Simpson Catalog C -92H-1 for 3X4* 13-6-0 -- product attachment specification (attach A35 in F1 direction)_ (H1) NOTE: This detail may be used for trusses with pitched B.C. also. (K) Spacing for H4 = 71.0" o.c. Span to match common trusses t • • f (M comnoN -I NAILS CHORDS TO BE 2X4 FIR -LARCH #2 MIN. (2) 0 e 3-11-0 P 0 (2) (M) 2X4 HF #2 MAY BE SUBSTITUTED./ -,}0 NAILS e 1 LOCK EACH ETD DETAIL '8' P!24" -Gable (G) Gable end design based on 80 MPH End wind load, exposure "C" at 0-15 Ft. mean height. Max. / J (C) 1X4 continuous lateral bracing for 12" Min. brace (strongback) member longer than 24" Max. Outlooker 72". Attach at midpoint of each brace W/2 -8d common nails. (S1) (M) 2X4 F.L. #2 or BTR (G) Strongback brace 12 Varies 6"O.C. Max. (N) Ledger \ (S 1) \ \ \ CONTINUOUS SUPPORT (P1) Peak plate to match common trusses. (S1) Splice plate to match common trusses. (H1) Heel plate to match common trusses. * CD107 Detail "BIT Roof _ Material ' Outlooker (C) Gable end - I 2X4 FL#2 Detail "A'L-\/ •1/ r better 45 (M) 2X Ledger 1._ Strongback COMMON braced at 60" O.C. TRUSSES (0) Option to web plating: -use (3)-2" BRACING DETAIL wire staples (0.072 Dia./15 GA. ) toe - nailed thru chord into web & thru web Plate Max. Web Length into chord on one face for a total of 1X3* 2-8-0 6 staples. (Pl), (S1), & (H1) must -- -- be plated. (0) \ 2X4* 8-1-0 (T) Refer to Simpson Catalog C -92H-1 for 3X4* 13-6-0 -- product attachment specification (attach A35 in F1 direction)_ (H1) NOTE: This detail may be used for trusses with pitched B.C. also. (K) Spacing for H4 = 71.0" o.c. 2X4 F.L. lumber grades ---....----- -...........__. STANDAR . STUD Span to match common trusses Max. Length W/strongback brace (S) 6-8-0 -I NOTE: CHORDS TO BE 2X4 FIR -LARCH #2 MIN. (2) REV 12/17/93 - FM 3-11-0 -7-10-0 (2) (M) 2X4 HF #2 MAY BE SUBSTITUTED./ -,}0 5-5-0 SEON-- 50006 5-10-0 . 'vz 0 0 0 0 0 0 ALPINE ENGINEERED 'PRODUCTS. INC. * *IMPORTANT * * SMALL NOT BE RESPONSIBLE FOR ANY TRUSSES REQUIRE EXTREME CARE WARNING IN HANDLING. ERECTION! Arm [ O O DEVIATION FROM THIS DESIGN OR THESE SPECIFICA71ON05. OR ANY BRACING. SEE MIS -91 BY TPI. SEE THIS DESIGN [ L= O O FAILURE TO BUILD THE TRUSS IN CONFOAHANCE WITH OSTBS BY TPI FOR ADDITIONAL SPECIAL PERMANENT SPACING RE ` 5 O C= [ [ ALPINE CONNECTORS ARE MADE OF 20GA MY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP I G A446 GR A E%CEVT AS N07E0. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPE 0043045 o O AL P I NE IRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD l O CONNECTORS PER DRAWINGS 130• 150 C 16OA-F. OESIGNN STANDARDS WITH PROPERLY ATTACHED RIG10 CEILING -- SEE .k - Ep. i 59% _ TRUSS CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ` L ON HIS DRAWING ES TO HE MPONENT TED TAND DRYWALTION. F%MJISH A COPY OF TRUSS RPr l IV)` IN ONLY. SMALL NOT BEIRELIED7IPONOINN ANY OTHERCMAY.HERE DESIGNTOTHE ERECTION CONTRACTOR.THIS F CA ,So W --TPI - TRUSS PLATE INSTITUTE. IDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD COSTRUCTION 2X4 F.L. lumber grades ---....----- -...........__. STANDAR . STUD Max. Length without bracing (N) Max. Length W/strongback brace (S) 6-8-0 3-4-0 3-10=0 7-8-0 _ -#3 - - - _-- #2 #1 3-11-0 -7-10-0 5-0-0 10-0-0 _ 10-10-0 5-5-0 #1 & Better 5-10-0 11-8-0 SS 6-6-0 13-0-0 1) Rev 6/19/92 F.M. (Misc. details & notes) REV 15.6.5 SCALE = 0.5000 DESIGN CRIT: UBC REF 40532-R427 o * TC LL 30.0 PSF TC DL 15 .0 PSF BC DL (U) _ 5 • 0 PSF TOT.LO. 50 .0 PSF DATE 05/06/92 DRWG CD107x,,t/ CA -ENG FM .- O/A LEN. 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Aplmoape put 'pA4d dol W 1 i0 415"1 GwIl IPAII 041 Pax* a lou paMoa 'Pan at w!Ilnd 11 (q)9 ad*I tit (WIBU!IP As I.A116 W 4am1 gylaew uo1Un11WO2 Aue 10 usi!latuawm m*xa ON 'IlmAdrd WI of lose!- Pmol 04 p!no4a put -4 io -d Au." pa s"Id lo.lW4s 9 in Pa1nu!l q gnoqa pail UdUU nal , n41 ,sonny uo pagd sal lw Pil-P Po.AMAId 1. Wlpulq 9n j 'Plop wouoq M io wqd 041 u! Bu!Mg Iaelnnlll S alne! j '6up.q lu-Waid se Geld u! 4al'aoP"yl'I! pelt •bup.lq WMUWYd sill uqd lanlal!43A 041 dol -!1!2.& IUO!It,01 all 1.-Ilasu! 1! pl43 Wa10q 041 to weld Wl a bupamq AnldwoI 'sat, now, ul 'bu!q!nq WI W P" 4- Is many U pa4oq W 1! 1M PN.-.-, a 1! Ilq'6u!q!rq 041 10 416uq Wl InalMolgl paminoa los AIIeYuob O play* WOlwq WI io wqd aW u! bun.q Uniobg0 'Pug* Woual 941 10 AI!llgan lq PP"wwoM, o saA2p s9 Alam!.oadde 1. pans IUYIq uaaM1N (ql►•1 Mj 11 11 1 11 it i II II ii I 11 1 I u menu :.>•ae rpxu.ra..si IAAr•IV t TITLE -24 ENERGY CALCULATIONS Carole Christensen, Energy Analyst ENERGY CALCULATIONS FOR: Mumbil, Inc. 51-001 Eisenhower Dr. La Quinta, CA 92253. PROJECT: MUMBIL PLAN 1300 La Quinta, CA 92253 Standard Proposed Compliance West 49.97 49.52 + 0.45 Dual glazing, Standard Drape Walls R-13+ V Falcon, Roof R-38 attic; Duct R-4.2; HSPF 6.8; A/C SEER 11.00; Standard Gas Water Heater,- Table of Contents CF -1R MF -1R C -2R C -3R HVAC Sizing CF -6R to be posted and completed on site when equipment is installed 47-596 Lake Canyon Drive, Aguanga, CA 92536 79-733 CounrryCG4b Drive, Bermuda Dunes, CA 92201 1-800-735-8152 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.....:.... Mumbil P1n1300 GasWH West Date........ 04/12/94 MICROPAS4 v4.01 File-MUM1300W Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen, EA Run-DrHP6.8AC11R13falcR38.4.2 Surface HOUSE 1 Window 4 Door 5 Window 6 Window 7 Window Mass Type HOUSE 1 SlabOnGrade 2 S1abOnGrade Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 176 3.5 28.0 0.98 R-0.0 kit.ent.baths.laund 1124 3.5 28.0 0.98 R-2.0 typical System Type HOUSE HPSplit AirCond Tank Type Heater Type HVAC SYSTEMS Minimum Duct Duct Duct Efficiency Location R -value Efficiency 6.8 HSPF Attic 11.00 SEER Attic WATER HEATING SYSTEMS Number in Distribution Type System Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS Default glazing R-4.2 0.830 R-4.2 0.810 Tank External Energy Size Insulation Factor (gal) R -value OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 24.0 4.0 6.0 2.0 1.0 5.0 9.0 n/a n/a n/a n/a n/a n/a 40.0 6.8 6.0 2.0 1.0 9.5 26.0 n/a n/a n/a n/a n/a n/a 3.0 1.0 3.0 2.0 3.25 17.5 21.5 n/a n/a n/a n/a n/a n/a 3.0 1.0 3.0 2.0 0.25 23.0 16.0 n/a n/a n/a n/a n/a n/a 16.0 4.0 4.0 2.0 1.0 33.0 5.0 n/a n/a n/a n/a n/a n/a THERMAL MASS HOUSE 1 SlabOnGrade 2 S1abOnGrade Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 176 3.5 28.0 0.98 R-0.0 kit.ent.baths.laund 1124 3.5 28.0 0.98 R-2.0 typical System Type HOUSE HPSplit AirCond Tank Type Heater Type HVAC SYSTEMS Minimum Duct Duct Duct Efficiency Location R -value Efficiency 6.8 HSPF Attic 11.00 SEER Attic WATER HEATING SYSTEMS Number in Distribution Type System Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS Default glazing R-4.2 0.830 R-4.2 0.810 Tank External Energy Size Insulation Factor (gal) R -value -CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Mumbil P1n1300 GasWH West Date........ 04/12/94 ;Project Address........ La Quin a CA Documentation Author... Carole Christensen Company ................ Carole Christensen, EA Telephone .............. 1-800-735-8152 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 15 Building Perm -11-7 Plan C ec Date Field Check/ Da - e MICROPAS4 v4.01 File-MUM1300W Wth-CTZ15S92 Program -FORM CF -1R User#-MP1017 User -Carole Christensen, EA Run-DrHP6.8AC11R13falcR38.4.2 GENERAL INFORMATION Conditioned Floor Area..... 1300 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade (Package D) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments Wall R-16.3 0.061 front, left, back, right Wall R-13 0.082 to garage Roof R-38 0035 attic Door R-0 0..330/ solid wood, to garage S1abEdge R-0 0.900 to outside .S1abEdge R-0 0.720 to outside S1abEdge R-0 0.500 to garage FENESTRATION Over - Area U- # of Interior Exterior hang/ Framing Orientation (sf) Value Panes Shading Shading Fins Type Window Front (W) 24.0%.870 2 drapes None Yes MetalDiv Door Left (N) 33.3/0.770 2 drapes None None Metal Window Left (N) 9.Of .870 2 drapes None None Metal Door Back (E) 40.0 .770 2 drapes None Yes Metal Window Back (E) 22.0 8.870 2 drapes None Yes Metal Window Right (S) 40.0 /0.870 2 drapes None None Metal THERMAL MASS Area Thickness Type Exposed (sf). (in) Location/Comments ` SlabOnGrade Yes 176 3.5 kit.ent.baths.laund SlabOnGrade No 1124 3.5 typical CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Mumbil P1n1300 GasWH West Date.......: 04/12/94 MICROPAS4 v4.01 File-MUM1300W Wth-CTZ15S92 Program -FORM CF -1R User#-MP1017 User -Carole Christensen, EA Run-DrHP6.8AC11R13falcR38.4.2 Equipment Type HPSplit AirCond HVAC SYSTEMS Minimum Duct Duct Thermostat Efficiency Location R -value Type 6.8 HSPF Attic R-4.2 Setback 11.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS Default glazing CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R -Project Title.......... Mumbil P1n1300 GasWH West Date........ 04/12/94 MICROPAS4 v4.01 File-MUM1300W Wth-CTZ15S92 Program -FORM CF -1R User#-MP1017 User -Carole Christensen, EA Run-DrHP6.8AC11R13falcR38.4.2 COMPLIANCE STATEMENT Thiscertificate of compliance lists the building features and performance specifications needed to comply with 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. Name.... Title... Agency.. Phone... Signed.. (daTe-)_ DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Bill Howard Name.... Carole Christensen Company. Mumbil, Inc. Company. Carole Christensen, EA Address. 51-001 Eisenhower Dr. Address. 47-596 Lake Canyon Dr. La Quinta, CA 92253 Aguanga, CA 92536 Phone... (619) 564-1338 Phone... 1-800-735-8152 License. 5 Signed.. Signed.. a e ENFORCEMENT AGENCY 7 7 5­3? y Name.... Title... Agency.. Phone... Signed.. (daTe-)_ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Mumbil P1n1300 GasWH West Date........ 04/12/94 Project Address........ La Quin a CA Documentation Author... Carole Christensen Company ................ Carole Christensen, EA Telephone .............. 1-800-735-8152 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 15 Building Permi Plan Check Da e Fie Check/ Da e MICROPAS4 v4.01 File-MUM1300W Wth-CTZ15S92 Program -FORM MF -1R User#-MP1017 User -Carole Christensen, EA Run-DrHP6.8AC11R13falcR38.4.2 Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b.. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES, CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Mumbil P1n1300 GasWH West Date.... .. 04/12/94 MICROPAS4 v4.01 File-MUM1300W Wth-CTZ15S92 Program -FORM MF -1R User#-MP1017 User -Carole Christensen, EA Run-DrHP6.8AC11R13falcR38.4.2 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. '4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, 'spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page l C -2R Project Title.......... Mumbil P1n1300 GasWH West Date........ 04/12/94 Project Address........ La Quin a CA Documentation Author... Carole Christensen Company ................ Carole Christensen, EA Telephone .............. 1-800-735-8152 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 15 Building Permit Plan Check Da e Field Check/ Da e MICROPAS4 v4.01 File-MUM1300W Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen, EA Run-DrHP6.8AC11R13falcR38.4.2 MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 2.64 2.23 0.41 Space Cooling.......... 31.71 31.67 0.04 Water Heating.......... 15.62 15.62 0.00 Total 49.97 49.52 0.45 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage.. ..... Average Ceiling Height..... 1300 sf Single Family New Front Facing 1 1 ReducedYear Detached 270 deg (W) Slab On Grade (Package D) 1 11076 cf 1300 sf 1300 sf 1300 sf 12.9 % of FA 8.5 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Mumbil P1n1300 GasWH West Date........ 04/12/94 MICROPAS4 v4.01 File-MUM1300W Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen, EA Run-DrHP6.8AC11R13falcR38.4.2 BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 1300 11076 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 112 0.061 R-16. 270 90 Yes W.13FALCONI6 front 2 Wall 218 0.061 R-16. 0 90 Yes W.13FALCONI6 left 3 Wall 258 0.061 R-16. 90 90 Yes W.13FALCONI6 back 4 Wall 220 0.061 R-16. 180 90 Yes W.13FALCONI6 right 5 Wall 147 0.082 R-13 270 90 No W.13.GARAGE to garage 6 Roof 1300 0.035 R-38 0 0 Yes R.38.2X4.24A attic 7 Door 20 0.330 R-0 270 90 Yes None solid wood 8 Door 17 0.330 R-0 270 90 No None to garage PERIMETER LOSSES Length F2 Insul Surface (ft) Factor R-val Location/Comments HOUSE 9 SlabEdge 10 0.900 R-0 to outside 10 SlabEdge 115 0.720 R-0 to outside 11 SlabEdge 21 0.500 R-0 to garage FENESTRATION SURFACES SC SC Interior Area # of Frame Open U- Act Glass Int Shade Surface (sf) Panes Type Type value Azm Tilt Only Shade Description HOUSE 1 Window 24.0 2 MetalDiv Slider 0.87 270 90 0.88 0.78 drapes 2 Door 33.3 2 Metal Slider 0.77 0 90 0.88 0.78 drapes 3 Window 9.0 2 Metal Slider 0.87 0 90 0.88 0.78 drapes 4 Door 40.0 2 Metal Slider 0.77 90 90 0.88 0.78 drapes 5 Window 3.0 2 Metal Slider 0.87 90 90 0.88 0.78 drapes 6 Window 3.0 2 Metal Slider 0.87 90 90 0.88 0.78 drapes 7 Window 16.0 2 Metal Slider 0.87 90 90 0.88 0.78 drapes 8 Window 16.0 2 Metal Slider 0.87 180 90 0.88 0.78 drapes 9 Window 24.0 2 Metal Slider 0.87 180 90 0.88 0.78 drapes COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Mumbil P1n1300 GasWH West Date........ 04/12/94 MICROPAS4 v4.01 File-MUM1300W Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen, EA Run-DrHP6.8AC11R13falcR38.4.2 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 24.0 4.0 6.0 2.0 1.0 5.0 9.0 n/a n/a n/a n/a n/a n/a 4 Door 40.0 6.8 6.0 2.0 1.0 9.5 26.0 n/a n/a n/a n/a n/a n/a 5 Window 3.0 1.0 3.0 2.0 3.25 17.5 21.5 n/a n/a n/a n/a n/a n/a 6 Window 3.0 1.0 3.0 2.0 0.25 23.0 16.0 n/a n/a n/a n/a n/a n/a 7 Window 16.0 4.0 4.0 2.0 1.0 33.0 5.0 n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 SlabOnGrade 176 3.5 28.0 0.98 R-0.0 kit.ent.baths.laund 2 S1abOnGrade 1124 3.5 28.0 0.98 R-2.0 typical HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency'. Location R -value Efficiency HOUSE HPSplit 6.8 HSPF Attic R-4.2 0.830 AirCond 11.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS Default glazing CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... Mumbil P1n1300 GasWH West Date........ 04/12/94 MICROPAS4 v4.01 File-MUM1300W Wth-CTZ15S92 Program -FORM 3R User#-MP1017 User -Carole Christensen, EA Run-DrHP6.8AC11R13falcR38.4.2' Reference Name . W.13FALCONI6 Description ...: Wall R-13+Falcon2x4 16oc Type ........... Wall R -Value ........ 16.3 sf-F/Btuh Framing Material FIR.2X4 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity Material Name Description 0. FILM.EX Exterior air film: winter value 1. STUCCO.0.25 0.25 2. FALCONBD 1.0 1.00 3. BLDG.PAPER Building paper (felt) 4c. BATT.R13 R-13 batt instil (cavity = 3.5 in) 4f. FIR.2X4 2x4 in fir framing 5. GYP.0.50 0.50 in gypsum or.plaster board I. FILM.IN.WLL Inside air film: heat sideways FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity Frame R -Value R -Value 0.17 0.17 0.05 0.05 4.40 4.40 0.06 0.06 13.00 -- -- 3.46 0.45 0.45 0.68 0.68 18.81 9.27 Total U -Value: (1 / 18.81 x 0.85) + (1 / 9.27 x 0.15) = 0.061 Btuh/s.f-F Total R -Value: 1 / 0.061 = 16.30 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 2 3R Project Title.......... Mumbil P1n1300 GasWH West Date....... 04/12/94 MICROPAS4 v4.01 File-MUM1300W Wth-CTZ15S92 Program -FORM 3R User#-MP1017 User -Carole Christensen, EA Run-DrHP6.8AC11R13falcR38.4.2 Reference Name . W.13.GARAGE Description .... Wall R-13 2x4 24oc Type ........... Wall R -Value ........ 13 sf-F/Btuh Framing Material .. FIR.2X4 Spacing ...... 24 inches on center Fraction ..... 0.12 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45- 2. BLDG.PAPER Building paper (felt), 0.06 0.06 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 3f. FIR.2X4 2x4 in fir framing -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 14.81 5.27 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 14.81 x 0.88) + (1 / 5.27 x 0.12) = 0.082 Btuh/sf-F Total R -Value: 1 / 0.082 = 12.17 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 3 3R Project Title.......... Mumb.il Pln1300 GasWH West Date........ 04/12/94 MICROPAS4 v4.01 File-MUM1300W Wth-CTZ15S92 Program -FORM 3R User#-MP1017 User -Carole Christensen, EA Run-DrHP6.8AC11R13falcR38.4.2 Reference Name . R.38.2X4.24A Description .. Roof R-38 2x4 24oc Type ........... Roof R -Value ........ 38 sf-F/Btuh Framing Material ..... FIR.2X4 Spacing....... 24 inches on center Fraction ..... 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. •SHNGL.CEMENT Asphault-cement shingles 0.21 0.21 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4c. AIR.RF.3.50 3.5 in & greater air space: heat flow up 0.80 -- 4f. FIR.2X4 2x4 in fir framing -- 3.46 5c. BATT.R38.0 R-38 batt insul (cavity > 11.25 in) 38.00 -- 6. GYP.0.50 0.50 in -gypsum or plaster board 0.45 0'.45 1. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 40.92 5.58 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 /. 40.92 x 0.93) + (1 / 5.58 x 0.07) = 0.035 Btuh/sf-F Total R -Value: 1 / 0.035 = 28.36 sf-F/Btuh HVAC SIZING Page 1 HVAC Project Title.......... Mumbil P1n1300 GasWH West Date........ 04/12/94 Broject Address........ La Quin a CA Documentation Author... Carole Christensen Company ................ Carole Christensen, EA Telephone .............. 1-800-735-8152 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 15 Building Permit Plan Check Da e Field Check/ Date MICROPAS4 v4.01 File-MUM1300W Wth-CTZ15S92 Program -HVAC SIZING User#-MP1017 User -Carole Christensen, EA Run-DrHP6.8AC11R13faicR38.4.2 GENERAL INFORMATION FloorArea ................. Volume.. ............ Front Orientation.......... Sizing Location............ Latitude... . .. ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1300 sf 11076 cf Front Facing INDIO 33.7 degrees 29 F 70 F 112 F 78 F 30 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) 270 deg (W) Cooling (Btuh) Opaque Conduction and Solar...... 9076 4685 Glazing Conduction.. ............. 5704 4730 Glazing Solar .................... n/a 6174 Infiltration ..................... 6531 3871 Internal Gain .................... n/a 2550 Ducts. ....... ................... 2131 2201 Sensible Load .................... 23442 24210 Latent Load ...................... n/a 4842 Minimum Total Load 23442 29052 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment.