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SFD (9583)No. •9593 TA P.O. BOX 1504 Building 7&105 CALLE ESTADO ��••-- Address 53345 Mendoza LA QUINTA; CALIFORNIA 92253 Owner C • 'O o Household Ier BUILDING: TYPE CONST. OCC: GRP. - Mailing Address 43780 Culebra Lane A.P. Number CityZip Tel. Bermuda runes '92201 345-61.16 Legal Description . Lot4' Block 212 ' Contractor SPD , Project Description C. L. Householder , Address same City Zip Tel.: State Lic. City 322893 1487 & Classif. Lic. # Sq- Ft. No.: No. Dw. . r� Size Stories Units Arch., Engr:, Designer New ❑ Add ❑ I Alter ❑ Repair ❑ Demolition ❑ Address Tel. Cityd . Zip State - - Lic. # LICENSED CONTRACTOR'S. DECLARATION �I hereby affirm that 1 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 ,+:s,-r•�•'�. .fir...-.-,� d`?n!'A�":ara'..'...�"i/SS / _ , • _SIGNATURE a _ DATE OWNER -BUILDER DECLARATION Estimated Valuation I hereby affirm that I am exempt. from the Contractor's License Law for the following 8.3 41 n 20 ' reason: (Sec. 7031.5,Business and. Professions Code: Any city or county which the. a D permit to construct, atter, Improve, demolish, or repair any structure, prior to its issuance also _ 'requires the applicant. for such permit to file a signed statement that he is licensed pursuant to PERMIT AMOUNT, - the provisions of the: Contractor's License Law, Chapter 9 (commencing with Section 7000) of - Division 3 of the Business .and Professions Code, or that. he is exempt therefrom. and the basis - - t� ty - , ,for the -alleged exemption.. Any violation of Section 7031.5 by --any applicant for. a permit. Plan Chk Dep`' 0 • 0 ' . subjects the applicant to a civil penalty of not more than five hundred dollars.($500). O I, as owner of the property, or my employees with wages as.their sole compensation, will .�. Plan Chk: Bal: 233.37 do the work, and the structure is not intended or offered for sale. jSec. 7044, Buisness and Const., ;' ~ '567.50 , •- Professions Code: The Contractor's License Law does not apply to an owner of property. who builds or -improves thereon and who does such work himself or through his own employees, Mech. C•C ..• ,provided that such improvements are not Intended or offered for sale. If,.however, the budding - 55 e5.0, or improvement is sold within one year of completion, • the owner -builder. will have the -burden+ t y I23•.a+1ii., of proving that he did not build or improve for the purpose of sale.) Electrical ❑ I, as owner of the property; am exclusively contracting with licensed contractors to coo-, Plumbing + 129 0 struct the project. (Sec. • 7044, Business and Professions Code: The Contractor's License Law _ ••.does not apply to an owner of property -who builds or improves thereon, and who contracts for S.M.I. - i ° - '88 »,1, such projects with a contractor(s) licensed pursuant to the Contractor's.License Law.), - - - . .- ❑ I am exempt under Sec. B.'8 P.C. for this reason Grading 20 • 00, Driveway Enc. 20.00__ Date 0.00_- Date Owner Infrastructure IF34o�$ WORKERS' COMPENSATION DECLARATION' I hereby affirm that I have a certificate of consent to self -insure, or'a certificate of worker's Compensation Insurance, or a certified opythereof. (Sec. 3800, Labor'Code.) Policy o '_T_.Company,; l.{ �k1�1/t .. t/ Cc is filed with the city. .O 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 . I certify that in the performance of thq 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 .of this city to enter the -above-. mentioned property for inspection purposes. Signature of applicant Dale Mailing Address City, State, Zip TOTAL 32$1.83 x99.1 83 REMARKS. _. 1111. zrd w'1 4r9• "''k11 s'•X.4- 4'rv...0 I 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. ® $ 2ND FL. SQ. FT. ® POR. SQ. FT. ® GAR. SQ. FT. ® CAR P. SQ. FT. WALL SQ. FT. ® SO FT ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD' SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL WATER PIPING NOTE: Not to be used as property tax valuation BONDING FLOOR DRAIN MECHANICAL FEES FORMS WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GAS (ROUGH) GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED OTHER APPJEQUIP. LAUNDRYTRAY AIR HANDLING UNIT CFM TEMP. POLE KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SO. FT. ® c BATH TUB "AL INSP. SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL SQ.FT.GAR ® iSc HOUSE SEWER VENTILATION 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 S AIR COND. SOLAR SETBACK ' 9/ GROUND PLUMBING 7/� DERGROUND A.C. UNIT COLL. AREA SLAB GRADE �' ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWERR K ROUGH WIRING. DUCTWORK ROCKSTORAGE 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 $ plus x$ =$ LUMBER GR. "AL INSP. FRAMING j FINAL INSP. ROOFIN /S 9 %/ , „r REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING �� 7 MESH p INSULATIONISOUND FINISH GRADING FINAL INSPECTIONT. _ Z CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL P.O. BOX 1504 APPLICATION ONLY Building . (46 78-105 CALLE ESTADO Address-5?3��, .2� LA QUINTA, CALIFORNIA 92253 Mailing Address-'*'/ City ...—Address.,. BUIL'DING!7,�­PE-'CONST- GRIP -7 - Legal Description m7-4 KKK Project Description F0 -Lic. 1p State & Classif. LjZo Sq. q '0 Size- No. No. Dw. Stories Units Engr-.*,,."* 0-,' dd.El. Altier.0 Repair -D.- -Demolition .0 Designer— Address Tel. City Zip State Lic.-# LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm that I am licensed under pro isions of Chapter 9 (commencing with Section 7 , 000) of Division 3 of the a,. and my license is in full force and effspr��- 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 Coda, 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). 0 . 1, as owner of the'property, or my employees with wages as their sole' compensation, ill _ do Ahe 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.) Estimated Valuation. -- PERMIT •AMOUNT Plan,Chk. Dep. Plan Chk.� Bal. Const. Mech. Electrical• -Plumbing 0 1, 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 S.M. I. does not apply to an owner of property who builds or Improves thereon, and who contracls'lor such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) 0 1 am exempt under Sec. B.'& P.C: for this reason Grading Driveway Enc. Date —Owner Infrastructure nfrastructureWORKERS' — _ — "� WORKERS'COMPENSATION DECLARATION I hereby affirm that -I have a certificate of consent -to self-insure,.or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company 0 Copy is filed with the city. 0 Certified copy is hereby furnished. TOTAL CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE REMARKS (This section need not be completed ff the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thp 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 Cali(ornia. DateOwnerQ 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. 005M M Mt 0j 1131AI 4 77c; Of) ZONE: BY: Minimum Setback Distances: Front Setback from.Center Line Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line Ac 1hereby 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 'Nam Side Setback from Property Line Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration It work thereunder is suspended for 180 days. i ,, I certify that I have read this application and state that the above information is correct. agree to comply with all city and county ordinances and state lawsrelating to building construction, and hereby authorize representatives -of this city to enter the above-. mentioned property for Inspection purposes. FINAL DATE Issued by: Validated by: —INSPECTOR DatePermitI Signature of applicant Date -Mailing Address Validation: 7 - City, State, Zip BUILDING DIVISION CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL. SQ. FT. ® $ UNITS SLAB GRADE 2ND FL. SQ. FT. BONDING YARD SPKLR SYSTEM POR. SQ. FT. ® MOBILEHOME SVC. BAR SINK GAR. SQ. FT. ® POWER OUTLET ROOF DRAINS CAR P. I SQ. FT. GAS (ROUGH) DRAINAGE PIPING WALL SQ. FT. OTHER APPJEQUIP. DRINKING FOUNTAIN SQ. FT. ® TEMP. POLE URINAL ESTIMATED CONSTRUCTION VALUATION $ GROUT 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 FINAL INSP. GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/a c SEWAGE DISPOSAL GAR. FIREWALL SQ.FT.GAR ® 3/ac HOUSE SEWER LATHING 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 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)347-8631 Date 6/12191 No. 10657 Owner Name C. L. Householder Type of Permit I La Quinta Permit # 195M Loe # No. 53-345 street Mendoza city La Quinta zip 92253 Study Area 111 APN # Tract. # Lot # Square Footage 11,487 .Type of Development Single Family Residence No. of units Comments New ronstrurtion At the present time, the Desert Sands Unified. School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the.above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE. This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 1.58 X I 1487 or $ 2,349.46 have been paid to D.S.0 S.D. for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Householder Lot # 4/91 Telephone 345.6116 Name on the check ]By Richard M. Beck Director, Facilities Planning & Development Fee collected /exempted by K thleen Emmerlin P Signature_ Collector: Attach a cop county or city plan check applicatior _ Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting .:1 104 vers. Recording requested by UN Pk LAW TITLE COMPANY ' Order,N6 Escrow No. 10-21324 Loan'No. (� WHEN RECORDED MAIL TO: Tq CHUCK:HOUSEHOLDER,:TRUSTEE O PAM HOUSEHOLDER, TRUSTEE 0 43-780 CULEBRA LANE BERMUDA DUNES, CA 92201 MAIL. -TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX $.... 3 :10 . .................... A. Computed•on the consideration or value of property conveyed; OR ABOVE ...... Computed on the consideration or value less liens or encumbrances remaining at time of sale. GENERAL ESCROW COMPANY Signature of Declarant or Agent determining taxi irm Name 'Vq CORPORATION GRANT DEED FOR'A';.VAL•UABLE CONSIDERATION, receipt of which is hereby acknowledged, SUNROSE•`PROPERTIES, INC., a California Corporation a corporation' organized under the laws of the State of California does hereby r , GRANTtIo CHARLES L. HOUSEHOLDER AND PAMELA J. HOUSEHOLDER, TRUSTEES OF THE HOUSEHOLDER FAMILY..TRUST^:DATED NOVEMBER 12, 1990 the,°real property'in.the City of La Quinta ' Counfy of Riverside State of California, described as LOT 4 IN BLOCK 212 OF SANTA CARMELITA VALE LA QUINTA UNIT 20, AS SHOWN BY MAP ON FILE IN BOOK 19:,: PAGE 38 OF MAPS, RIVERSIDE COUNTY RECORDS. M;u , Dated March 26, 1991 STATE !OF,,CALIF,ORNIA I DE Iss COUNTY CIF -. I On MARCH 26, 1991 ,before me, the undersigned, a Notary Public in and for said State, personally appear- .,_ `,.Mchael,`W. Tuvell and Robert `E; Tuvell personally` known tome (or proved to me on the basis of satisfactory evi. rice) to be"the, persons who executed the within instrument as ' Michael W_ T yt-11 President and Robert E. Tuyell Secretary, on behalf of _ SUNROSE PROPERTIES, INC., a California Corporation . TU ELL President ROBERT E. TUVELL, Secretary OFFICIAL SEAL, MARY MANDERSCHEID NOTARY PUBLIC•CAUFOPJM the corporationCOUNiv therein named, and acknowledged to me that such cor- My Comte EVk., Feb.11. 1494 poration executed• the within instrument pursuant to its by-laws or a resolution of its.board of directors. WITNESSmy ha and official sea / Signatur, (This area for official notarial seal) ' MAIL TAX STATEMENTS AS DIRECTED ABOVE 1144 (6/82) J 4 , �z� CziiIm c�i� ) t cc 12 t— v i O M V � ` Q ARERDER'S SPACE ABOVE THIS LINE FOR USE MAIL. -TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX $.... 3 :10 . .................... A. Computed•on the consideration or value of property conveyed; OR ABOVE ...... Computed on the consideration or value less liens or encumbrances remaining at time of sale. GENERAL ESCROW COMPANY Signature of Declarant or Agent determining taxi irm Name 'Vq CORPORATION GRANT DEED FOR'A';.VAL•UABLE CONSIDERATION, receipt of which is hereby acknowledged, SUNROSE•`PROPERTIES, INC., a California Corporation a corporation' organized under the laws of the State of California does hereby r , GRANTtIo CHARLES L. HOUSEHOLDER AND PAMELA J. HOUSEHOLDER, TRUSTEES OF THE HOUSEHOLDER FAMILY..TRUST^:DATED NOVEMBER 12, 1990 the,°real property'in.the City of La Quinta ' Counfy of Riverside State of California, described as LOT 4 IN BLOCK 212 OF SANTA CARMELITA VALE LA QUINTA UNIT 20, AS SHOWN BY MAP ON FILE IN BOOK 19:,: PAGE 38 OF MAPS, RIVERSIDE COUNTY RECORDS. M;u , Dated March 26, 1991 STATE !OF,,CALIF,ORNIA I DE Iss COUNTY CIF -. I On MARCH 26, 1991 ,before me, the undersigned, a Notary Public in and for said State, personally appear- .,_ `,.Mchael,`W. Tuvell and Robert `E; Tuvell personally` known tome (or proved to me on the basis of satisfactory evi. rice) to be"the, persons who executed the within instrument as ' Michael W_ T yt-11 President and Robert E. Tuyell Secretary, on behalf of _ SUNROSE PROPERTIES, INC., a California Corporation . TU ELL President ROBERT E. TUVELL, Secretary OFFICIAL SEAL, MARY MANDERSCHEID NOTARY PUBLIC•CAUFOPJM the corporationCOUNiv therein named, and acknowledged to me that such cor- My Comte EVk., Feb.11. 1494 poration executed• the within instrument pursuant to its by-laws or a resolution of its.board of directors. WITNESSmy ha and official sea / Signatur, (This area for official notarial seal) ' MAIL TAX STATEMENTS AS DIRECTED ABOVE 1144 (6/82) First American Title Insurance Company A subsidiary of The First American Financial Corporation a C !/r CALVIN C. KAMINSKAS i� s DAN RILEY Assislant Commissioner 0 a ^ Sealer, Weights & Measures (714) 275-3000 (114) 275.3030 r OFFICE OF AGRICULTURAL COMMISSIONER JAMES G.WALLACE, Commissioner 83-612 Avenue 45. Suite 7 India, CA 92201 _ (6.19) 342-8291 DATE // /C% CASE NO. tCCKOJO7 '7/ DEVELOPER'S NAME: ADDRESS: 7 j 73o C u4 ek- o- TELEPHONE :(o / ( c%) `L '' b Ave., ve. Dear Developer: After reviewing your landscaping plans, all plant material listed'is not 'in violation of quarantine laws governing the Coachella -Valley. If substitutions do occur and they.differ from plant material listed, this office must be notified immediately. Thank you for protecting and preserving the Coachella Valley's pest -free environment. Agricultural Commissi is Office cc: Indio and Riverside f . 4080 LEMON STREET, ROOM 19, RIVERSIDE, CALIFORNIA 92501. - FAX (714) 275-3012 v 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 (619) 564.2246 May 29, 1991 TO ALL"BUILDERS: Effective immediately the City of La. Quinta will require all builders to provide the names,;license`numbers,and verification of current workman's compensation policy-, for the following trades prior to issuance.of any permit: 1) Electrical 2) Plumbin„ , 3) Mechanical-�:Jd��/',,� dG�/,iG7 C-�`j7 The sub -contractors will not -be required to'obtain.a permit, but must have current State license and City business license. If the building permit._is being obtained by a licensed -General Contractor offering -workman's comp to cover the entire, job, the sub -contractor could then work under that policy.. An owner builder obtaining',a.permit for an owner occupied dwelling -.must provide. a workman's comp policy or a .list of licensed sub -contractors with a current workman's comp policy. An owner, builder obtaining, a "permit for,.a dwelling that is intended '`for sale must provide a complete list of licensed sub -contractors, license number, City business license number and workman's comp number for each sub -contractor. The list must be posted with. the' job 'card on site at all times during construction. The City will, however, issue the permit once. the following trade list is provided. 1.' Grading 4. Plumbing 2: Concrete 5., Mechanical 3. Electrical 6. Framing MAILING ADDRESS P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253 TO ALL BUILDERS PAGE TWO Upon completing framing,, no further inspections would be given prior to completion of the remaining list. of trades: 1. Glass & Glazing 8. Insulation 2. Mirrors 9.;° Tile 3. Sewage Disposal 10: Paint, 4. Lathing -11. Cabinets 5. Drywall 12. Landscape 6 Masonry 13. Carpet 7. Masonry Should any builder obtain a permit for an owner occupied dwelling and place, that dwelling for sale during construction according to California Contractor Law.,:"the City would reserve the right to void the building permit ' and stop construction due to falsification of information. Work couid not begin again until a,. new permit had been obtained. Thanking you in advance for your cooperation. BUIL G.AND SAFETY pfRARTMENT Tom Hartung v Director, of Building and'Safety :. .. • P.O. sox 155 7W 105 CALLS ESTADO LA OUINTA. CALIFORNIA 92253 7. B. 9. ll. L2. L3. L4. L5. L6. L7., 16. 19. 20. 21. 22. 23. .24. 25. 26. 27. 28. Steel Structural Masonry Plumbing Lathing Drywall Plastering HVAC _ Electrical Roofing Sheet'Metal Floors -All Types Glass - Glazing Insulation/Weatherstri Sewage Disposal Painting/Decorating Tile Cabinets -Installations Ornamental Metal Fences/Blockwalls Landscaping Others Contractor fr- d,0L31'-� 17 1/ A PUj OwnerYL 6;iz) n Address 3 0 � Ply ��J Job Address 3— ��/� /%� J�►N?� n �,� La Quinta City License No.: Expires:'S Bldg: Permit No.: This form shall be posted on the Job with the Building in Card and it shall be the duty of the General Contractor or if Owner -builder Permit, the owner to see that all sub -contractors sign this card, giving his City of La Quinta Business License Number, Contractors License Number and a current certificate Workman's of Compensation Insurance Certificate when he starts the job. Failure \ to,comply may cause Building Inspectors to stop work, or complaints to be filed against such contractors or owners. ' CITY CONT. SUB -CONTRACTORS NAME LIC. NO. EXPIRES LIC. NO. EXPIRE: 1 • Grade i Excavate 2. Pipelines //y[�� "r ? 3. Cement -Foundations 4 • Cement Walks i Drives �� S 5. Asphalt paving -fes Lj 7. B. 9. ll. L2. L3. L4. L5. L6. L7., 16. 19. 20. 21. 22. 23. .24. 25. 26. 27. 28. Steel Structural Masonry Plumbing Lathing Drywall Plastering HVAC _ Electrical Roofing Sheet'Metal Floors -All Types Glass - Glazing Insulation/Weatherstri Sewage Disposal Painting/Decorating Tile Cabinets -Installations Ornamental Metal Fences/Blockwalls Landscaping Others 3 n DO HOT REl10VE TH I S CARD Before Final, Building Inspection Will Be Made This Form Must Be Completed and Filed With Title 24 Calcs and Plans ,1 6;iz) n 3 n DO HOT REl10VE TH I S CARD Before Final, Building Inspection Will Be Made This Form Must Be Completed and Filed With Title 24 Calcs and Plans 191 � T HC / T Y � 0 F ' � � ' ' AL JAQuinta92 Ten Carat Decade June 16, 1892 C. L. Householder ' 43780 Culebra Lana ` Bermuda Dunes, CA 92201 ' Dear Mr' Householder: ' ' ' . . It has come to the attention of the City of La OuintaDepartment of Building and Safety that your building permit #9583 for a single family dwelling located at,' 53-345 Mendoza has expired' According to the Uniform Building Code, Section 303(d), no furtherwork shall be performed on the above permitted job -site until a new permit has been issued or an extension granted' - Should you wish an extension of this permit , you must request, in writing, for an extension within 14 days ofthe date.of this letter. Once a permit has expired a new permit must be obtained prior to any further work or inspections to take place. The fees for a new permit would be as listed in Section 303(d)'- We appreciate your immediate attention tpthis matter. - Sincerely, BUlLD ND SAF TY DEPARTMENT ._- ^� Tom Hartung Director of Building and Safety _ . City m[LmQobotm Post Office Box 1504 *. 78'105Calle Estado --~----. California '---- ' Phone (619) 564'2246, Fax (619) 564-5617' Design ^Prod=*`Mark Palmer Design. mo�o-07n .� 'VI - / i ` - �. ` • ,O` ���r re�. ern Y.- .n `• - I OF � i I tit. III nt��tn anb ' ..a e� µ ? ulli�tul� This ' Certificate issued . pursuant to the requirements of Section 306 of : the ,Uniform Building Code certifying that at.the time of issuance this structur-e;..was in ,compliance with the various . +` ! ordinances of the City regulating buildin " construction,, or- use., For - the following BUILDING ADDRESS 53-345 Avenida .Mendoza .I ! V 9583 Single Family Dwelling : ; Use Classification Bldg. Permit No. i Group " R3 Type Construction VN Fre Zone Use Zone SR i Owner of Building Address Address 437'80.,'Culebra Lane it i I I R• IIBermuda Dunes, CA; City By; Richard Kirkland Dote: July 27, 1992 Build.inq Official POST IN A CONSPICUOU! PIACI - -- T I T L E 2 4- E h.l E R G "(' C O h-! ,^- E R',! A—F I OI'J cRES I DEt'4T I AL COMPL I tlhJCE POR-FFOL I O Prepared for: Project: Prepared by: PAT 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 I 0 N 1 N G 32-192 Sierra Avenue Indio, CA.92201 ..1(--619). 347-5233 STATE LIC. # 376505 COMPUTER METHOD SUMMARY File: NONE Page 1 of 3 CF -2R Project Title HOUSEHOLDER CONSTRUCTION Date: 05/28/91 Project Address RESIDENCE ;Building Permit # Documentation Author CATHY KELLEY. Telephone 347-5233 ;Plan Check / Date; Compliance Method EASY CALC 010189A.2 REDUCED YEAR ;Field Check/ Date, Climate Zone 15 ENERGY USE SUMMARY (kBtu/sf-yr ) Energy Use Standard Design Proposed Design Heating Cooling Venting Hot Water Total GENERAL INFORMATION 10.45 7.56 42.97 35.09 0.00 0.00 12.58 23.20 65.99 65.85 -0.14 -0.21% COMPLIES Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Building Latitude Number of Conditioned Floors Floor Construction Type: Number of Building Zones: Total Volume: Conditioned Footprint: Ground Floor Area: Area 'of Addition: BUILDING ZONE INFORMATION Floor Zone Area Volume, Name (sf) ( cf ) HOUSE 1487 12689 1487 sf Single -Family Detached 180 azimuth (south) 1 33.5 1 SLAB 1 12689 cf 1487 sf 2974 sf None Condi- Infil- tioned tration (Y/N) ' Control Yes STANDARD OPAQUE SURFACES WITH SOLAR GAINS Surface Area Yes Insul Type (sf) U -Val R -Val Zone=HOUSE, NEW Surfaces WALL02 EXTERIOR NWALL 250.0 0.060 R-19 EWALL 104.0 0.060 R-19 SWALL 224.0 0.060 R-19 WWALL 216.0 0.060 R-19 ROOF 0.0 0.035 R-38 DOOR 37.0 0.330 R-0 Actual Azi- Solar Form 3 muth Tilt Gains Ref. Location/Comments 90 90 Yes WALL02 EXTERIOR WALL 180 90 Yes WALL02 EXTERIOR WALL 270 90 Yes WALL02 EXTERIOR WALL 0 90 Yes WALL02 EXTERIOR WALL 270 0 Yes ROOF01 ROOF W/ ATTIC 270 90 Yes DOOR01 TYPICAL DOOR COMPUTER METHOD SUMMARY File: NONE Page 2 of 3 CF -2R ---------------=---------------------------------------------------------------- Project Title HOUSEHOLDER CONSTRUCTION Date= 05/28/91 OPAQUE SURFACES WITHOUT SOLAR GAINS Surface Area Insul Form 3 Shut. Shutter ment Type (sf) U -Value R -Value Ref. Location/Comments Trans. Zone=HOUSE, NEW Surfaces. Height ------------ Extens. Height ------ Name -------- Value Factor Name HSECRLFL 1487.0 0.030 R-38 STDFLOOR FLOOR @ CRAWLSPACE ------ 0.00 -------- NONE HSEGARWL 159.0 0.092 R-11 STDWALL GARAGE WALL 0.00 NONE PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type ------------ (ft) Factor R ---------------- -Value. (in) Location/Comments Zone=HOUSE, NEW Surfaces -------- -------- ------------------ SLABEDGE 132.0 0.750 R-0 0 SLAB EDGE GLAZING SURFACES Solar Gain Targeting Actual.. Glazing Glazing -------- ------ ------ Surface Area Azi- Opening Charactr Treatmnt Mass Winter Summer Type -------- (sf) muth Tilt ------- ---- ---- Type -------- Name -------- Name Name Fract. Fract. Zone=HOUSE, NEW Surfaces -------- -------- ------ ------ NGLASS 46.0 90 90 SLIDER, DBL02 OVERHNGI EGLASS 20.0 180 90 SLIDER DBL02 OVERHNGI SGLASS 48.0 270 90 SLIDER DBL02 OVERHNGI WGLASS 51.0 0 90 SLIDER DBL02 OVERHNGI GLAZING CHARACTERISTICS Glazing SC Interior SC Exterior Charactr Glazing. Frame (shade Shade (shade Shade Ext. Name Type Type U-val open) Type closed) Type SC DBLO1 DBLO1 METAL 0.65 0.77 STANDDRP. 0.66 NONE 1.00 DBL02 DBL02 METAL 0.65 0.77 STANDDRP 0.66 NONE 1.00 DBL03 DBL031 WOOD 0.65 0.67 STANDDRP 0.57 NONE 1.00 SINGLE SINGLE METAL 1.10 0.88 STANDDRP 0.80 NONE 1.00 EXTSHADE EXTSHADE METAL 0.65 0.77 EXTSCRN 0.66 NONE 0.36 GLAZING TREATMENTS (Overhangs, Shading Schedules, and Shutters) Treat- IOverhang Thick - Shading Shut. Shut. Shutter ment Window -------------- Sched. U- Trans. Schedule ' Name -------- Height ------------ Extens. Height ------ Name -------- Value Factor Name OVERHNGI 4.00 1.50 0.75 NONE ------ 0.000 ------ 0.00 -------- NONE OVERHNG2 5.00 2.50 0.75 . NONE 0.000 0.00 NONE THERMAL MASS Mass Area Thick - Name (sf) ness Zone=HOUSE, NEW Surfaces SLABEXP' 281.0 3.5 SLABCRPT 1206.0 3.5 Heat Inside Cap- Conduc- Surface Form 3 acity tivity R -Value Ref. Location/comments 28 0.98 0 NONE 28 0.98 2 NONE EXP SLAB ON GRADE CRPT SLAB ON GRADE COMPUTER METHOD SUMMARY file= NONE Page 3 of 3 CF -2R Project Title HOUSEHOLDER CONSTRUCTION Date= 05/28/91 System Equipment Duct Duct Type Efficiency Location R -Value Zone=HOUSE, NEW Systems HEATPUMP, 6.70 HSPF ATTIC 6.3 AC 10.0 SEER 'ATTIC 6.3 VENTILATION SYSTEMS_ Vent Fan Fa,n Temp. Addn'l Addn'1 System Flow Power Diff. Vent Height Name (cfm) (W/cfm) ( deg F) Area Diff.. NATURAL 0 -0.00 0 '0.0. 0.0 WATER HEATING SYSTEMS 0 of Units Capa- Rcrvy Percent Input Energy System Type Systems Served city Eff. Standby Rating..Pilot Factor Credits Electric Storage- 1 1 40 99.00 0.75 4500 NONE CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 of 2 CF -1R Project Title HOUSEHOLDER CONSTRUCTION Date: 05/28/91 Project Address RESIDENCE ;Building Permit # Documentation Author CATHY KELLEY Telephone 347-5233 ;Plan Check / Date; Compliance Method EASY CALC 010189A.2 REDUCED YEAR !-Field Check/ Date; Climate Zone' 15 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number'of Dwelling Units Building Latitude Floor Construction Type: Infiltration'Control: BUILDING SHELL INSULATION 1487 sf Single -Family Detached 180 azimuth (south) 1 33.5 SLAB STANDARD Component Insul ----------------- Name --------------- R -value Location/Comments WALL02 -------- R-19 ------------------ EXTERIOR WALL ROOF01 R-38 ROOF-W/.ATTIC, DOOR01 R-0 TYPICAL DOOR STDFLOOR R-38 FLOOR @ CRAWLSPACE STDWALL R-11 GARAGE WALL SLABEDGE R-0 SLAB EDGE GLAZING Glazing Orientation ------------- Right (East) Front (South) Left (West) Rear (North) Shading Devices Area Glass ----------------- Overhang.Framing (sf) Type Interior Exterior ( yes/no) ,Type 46.0 DBL02 STANDDRP NONE OVERHNGI METAL 20.0 DBL02 STANDDRP NONE OVERHNGI METAL 48.0 DBL02 STANDDRP NONE OVERHNGI METAL, 51.0 DBL02 STANDDRP NONE OVERHNGI METAL THERMAL MASS Area Thickness Type/Covering (sf) (inches) Location/Description SLABEXP 281.0 3.5 EXP SLAB ON GRADE SLABCRPT 1206.0 3.5 CRPT SLAB ON GRADE CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 of 2 CF -1R Project Title HOUSEHOLDER CONSTRUCTION Date: 05/28/91 ---------------=--------------------------------------------------------------- HVAC SYSTEMS System Equipment Duct Duct ---------(or approved equal) --------- Type ----------- Efficiency ---------- Location ----------- R -Value ------ Output Manufacturer/Model Number. --------- --------------------------- HEATPUMP 6.70 HSPF ATTIC 6.3 41000 AMANA SPH042003A AC 10.0 SEER ATTIC 6.3 41000 AMANA CEC Maximum Furnace Output: 40000 Btuh Zonally Controlled HVAC? No WATER HEATING SYSTEMS Tank ----(or approved equal) ----- System Type Capacity Manufacturer/Model Number ,Special Features ---------------------------------------------------- ----------------------- Electric Storage 40 NONE NONE COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and. Title 20, Chapter S, Subchapter 4, Article 1 of the California ,Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner,'who shall retain a copy of it and then transmit the certificate to any subsequent purchaser -of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple.orientations, all building conservation features which` vary are indicated in the Special Features/Remarks section. DESIGNER: Name: _ I Company:_ Address' Telephone: Lic # Signed aate DOCUMENTATION AUTHOR Name: CATHY KELLEY Company: Pat Kelley Address: 82-192 SIERRA INDIO , CA •92201 Telephone: 347-5233 Signed -o (date) OWNER: Name:_ Compan Addres Teleph Signed ENFORCEMENT AGENCY Name: Title Agency: Telephone: 0'1/ " ua t-V:: Signed ( date ) Page 1 < < < Date -05/28/91 User -CATHY KELLEY Progr-am-FORMAT > > > Run -HOUSEHOLDER CONSTRUCTION Project-RESIDENCE File-NONE CONTROL DATA 1.1 RUN DATA 1> RUN TITLE (25 characters maximum) .................. ..... HOUSEHOLDER CONSTRUCTION 2> PROJECT TITLE (25 characters maximum) : ............. ..... RESIDENCE 3> OWNER.'S NAME (25 characters maximum) .............. ..... SAME 4> SITE LOCATION (25 characters maximum) :.............. ..... MENDOZA LA9UINTA C 5> COMMENT TEXT (70 characters maximum).: ............... ..... N/A 6> COMMENT TEXT (70 characters maximum) ........... ..... N/A . 7> COMMENT TEXT (70 characters maximum) . .............. ..... N/A 1.2 SITE AND WEATHER DATA 1> BUILDING LATITUDE (decimal deg.) . ................. 33.5 2> BUILDING. ROTATION (deg., 0" 360 , O=N, 90=E, etc.): .... 90 3> NUMBER OF WARMUP DAYS (3 min, 10 max) :. ............. 5 4> WEATHER DATA FILE NAME (CTZI2RY, etc.),: ............ CTZI5CR 1.3 CUSTOM BUDGET DATA 1> CUSTOM BUDGET INDICATOR ('Y, N, A, or B') : ......... Y 2> BUILDING TYPE (SINGLE, CLUSTER, MULTIPLE),: . .... SINGLE 3> FOOTPRINT AREA (square feet) • ...................... 1487 4> NUMBER OF CONDITIONED FLOORS (Whole number_=> 1).: ... 1 5> NUMBER OF DWELLING UNITS (Whole number >= 1) .... . 1 6> ENTRY DOOR ORIENTATION (Orientation of Door ) : ..... 90 7> AREA OF ADDITION ( square feet) ........... Page 2 Date-05/28/91 User-CATHY KELLEY Program-FORMAT >,> > Run-HOUSEHOLDER CONSTRUCTION Project-RESIDENCE File-NONE 1.4 SIMULATION CONTROL DATA 1> NUMBER OF SIMULATION 'SEASONS (14 only) ............ •14 2> ROW SEASON SIMU- NAME LATE` SEASON 1 -..JANUARY Y 2 .FEBRUARY Y 3 ....MARCH Y 4 ....APRIL Y 5 :.....MAYY '6 .....JUNE Y 7 ....JULY Y 8' ...AUGUST Y 9 SEPTEMBER Y 10 ..00TOBER- Y 11 .NOVEMBER Y 12 .DECEMBER Y 13_ PEAK_HEATING.N 14 PEAK COOLING N. 1.5 SEASON.OUTPUT SPECIFICATIONS 1> - COPY 'OF INPUT DATA (YES, Y NO, or N) .: N 2> AMBIENT SUMMARY (YES, Y , NO,, or N) .:..... ........ N 3> ZONE LOADS (YES, Y, NO, or N) • ............ N 4 > ZONE HEAT FLOWS (YES, Y , NO, or N) 5) MASS SUMMARY (YES, Y, NO or N) •.............. N 6> TEMPERATURE SUMMARY (YES,. Y ; NO, *or N) : ...... N , -7>-PEAK CONDITIONS (YES, Y , NO, or N) ... .. . N Page 3 < < < Date -05/28/91 User -CATHY KELLEY Program -FORMAT > > > Run -HOUSEHOLDER CONSTRUCTION Project -RESIDENCE File -NONE 1.6 DAILY OUTPUT SPECIFICATIONS 1> ROW SEASON AMB-. ZONE ZONE MASS TEMP. NAME IENT LOADS HEAT SUM- SUM - SUM. -FLOWS MARY MARY 1------ .---2-- --3-- --4-- --5-- --6-- k 1 ..JANUARY N N,. N N 'N 2 .FEBRUARY N N N 'N N 3 ....MARCH N N N N N x.z 4 ....APRIL N N N N N 5 ..... MAY N N N N N 6 .....JUNE. N N N N N 7 .....JULY N N N N N 8 .AUGUST N N N N N 9 SEPTEMBER N N, N N N 10 ..00TOBER- N N N N N 11 .,. NOVEMBER N N N N N 12 .DECEMBER N N N N N 13 PEAK -HEATING N N _ N N N 14 PEAK -COOLING N N N N N 1.7 HOURLY OUTPUT SPECIFICATIONS ' 1> ROW SEASON AMB- 'ZONE ZONE MASS TEMP. TEMP. NAME IENT LOADS HEAT SUM- SUM- GRAPH SUM. FLOWS MARY MARY 1 --2-- --3--'--4-- --5-- --6-- --7-- 1 ..JANUARY N N 'N N N N 2 .FEBRUARY N N N N ,N N 3 ....MARCH N N N' N N N : 4 ....APRIL N, N N N' 'N N 5 ......MAY N N N N N N 6 .....JUNE N N N N N N 7 .....JULY N' N N N N N 8 ...AUGUST N N N N- N N 9 SEPTEMBER N N N N N N 10 ...00TOBER N ;N N• NN N - 11 .NOVEMBER N. N N N N N 12 DECEMBER N N N N N N 13 PEAK_HEATING N N N N N N 14 PEAK COOLING N N, N N N N 3 Page 4 < < < Date -05/28/91 User -CATHY KELLEY Program -FORMAT > > > Run -HOUSEHOLDER CONSTRUCTION Project -RESIDENCE- File-NONE -------------------------------------------------------------------------__-_ r* 6- 2.0 ZONE DATA ZONE CONDITIONED'INDICATOR ('P' only) : ....... ZONE NAME (HOUSE, etc.) ........................... FLOOR AREA (square feet) . .......................... VOLUME (cubic feet).............................. ADDITIONAL ZONE HEAT CAPACITY (Btu/F) :.............. INTERNAL GAIN SCHEDULE (INTERNAL, etc.) : ..%........ INFILTRATION CONTROL KEYWORD ('STANDARD' 'TIGHT') HEAT EXCHANGER SYSTEM NAME (NONE only, fixed) : ..... HEATING SYSTEM NAME (FURNACE, RESIST, etc.) : ....... COOLING SYSTEM NAME (AC, HEATPUMP, etc.) : ......... VENTILATION SYSTEM NAME (NATURAL only, fixed) : .... WATER HEATER TYPE'KEYWORD (TANK, INSTANT, etc.) : .. HEATING THERMOSTAT NAME (HEATSETB or HEATCNST) : ... COOLING THERMOSTAT NAME (COOLCNST only) : .......... OPAQUE SURFACE WITH SOLAR GAIN DATA ----------------------------------- 3.1 OPAQUE SURFACE WITH SOLAR GAINS DATA P HOUSE 1487 12689 0 INTERNAL STANDARD NONE HEATPUMP AC NATURAL TANK HEATSETB COOLCNST 1> NUMBER OF SURFACES (20 maximum) . ................... 6 ENCE) 2> ROW OPAQUE AREA U -VALUE . AZIMUTH TILT ZONE OPAQUE ` 2 R19WALL SURFACE (sf ) (Btu/sf (deg.) (deg.) NAME SURFACE ROOF W/ ATTIC 4 DOOR' NAME DOOR01 -F) TYPE --- ---1----,---2---- ---3-------4---- ---5--- ---6---- ---7---- 1 NWALL 250 0.060 0 90 HOUSE R19WALL 2 EWALL 104 0.060 90 90 HOUSE R19WALL 3 SWALL 224 0.060 180 90 HOUSE R19WALL 4 WWALL 216 0.060 270 90 HOUSE R19WALL 5 ROOF 01 0.035 180 0 HOUSE R38ROOF' 6 DOOR 37 0.33 180 90, HOUSE DOOR 3.2 OPAQUE SURFACE WITH SOLAR GAINS TYPE DATA 1> NUMBER OF SURFACE TYPES (20 maximum) ................ 4 2> ROW SURFACE R- FORM 3 LOCATION USER TYPE VAL REFER- and/or NOTES NAME ENCE) COMMENTS ' --- ---1---- -2- ---3---- --------4---------- 1 R1IWALL 11 WALL01 EXTERIOR WALL 2 R19WALL 19 WALL02 EXTERIOR WALL f 3 R38ROOF 38 ROOF01 ROOF W/ ATTIC 4 DOOR' 0 DOOR01 TYPICAL DOOR BUDGET SURFACE KEYWORD ---8---- NEW NEW NEW NEW NEW NEW ----------- ----------- NONE NONE NONE f UNINSULATED DOOR Page 5 <'< < Date -05%28/91 User -CATHY KELLEY Program -FORMAT > > > Run-HOUSEHOLDER'CONSTRUCTION, Project -RESIDENCE File -NONE GLAZING SURFACE DATA 4.1 GLAZED SURFACES DATA 1> NUMBER OF SURFACES (20 maximum) ................... 4 2> ROW GLAZED AREA AZM. TILT ZONE GLAZED TREAT- BUDGET SURFACE (sf) deg. deg. NAME SURFACE MENT SURFACE NAME TYPE NAME KEYWORD ------1---- ---2---- --3--.--4-----5---- ---6---- ---7-------8---- 1 NGLASS 46 0 90 HOUSE DBL02 OVERHNGI NEW 2 EGLASS 20 90 90 HOUSE DBL02 OVERHNGI NEW 3 SGLASS 48 180 90 HOUSE DBL02 OVERHNGI NEW 4 WGLASS 51 270 90 HOUSE. DBL02 OVERHNGI NEW 4.2 GLAZING SURFACE.TYPE DATA 1> NUMBER OF SURFACES (20 maximum) ................... 5 2> ROW GLAZING FRAME VENT U- GLASS INTERIOR INT. EXTERIOR EXT. TYPE TYPE TYPE VALUE ALONE SHADING DEV. SHADI"NG DEV. NAME' KEYWORD KEYWORD S.C. DEV NAME S.C. DEV NAME S.C. --- ---1---- ---2---- ---3---- --4-- _-5-= ---6---- --7-- -=-8---- --9-- 1 DBLO1 METAL FIXED 0.65 0.77 STANDDRP 0.66 NONE 1.00 2 DBL02 METAL SLIDER 0.65 0.77 STANDDRP 0.66 NONE 1.00 3 DBLO3 WOOD HINGED 0.65 0.67 STANDDRP 0.57 NONE 1.00 4 SINGLE METAL SLIDER 1.1 0:88 STANDDRP 0.80 NONE 1.00 5 EXTSHADE METAL SLIDER 0.65 0.7.7 'EXTSCRN` 0.66 NONE 0.36 4.3 GLAZING TREATMENTS ' 1> NUMBER OF TREATMENTS (10 maximum) ............✓..... 2 2> ROW TREAT- GLS. OVER OVER SHADING SHUT. SHUT. SHUTTER MENT HT. HANG HANG SCHED_ U-VAL TRAN. SCHED. NAME LEN. HT,. NAME -UE FACT. NAME ---1---- --2-- --3-- --4-- ---5---- --6-- --7-_ _--8---- 1 OVERHNGI 4:0 1.5' °0.75 NONE 0 0 NONE 2 OVERHNG2 5.0 2.5 0.75 NONE 0 0 NONE 4.4 ABSORBED INSOLATION FRACTIONS 1> NUMBER OF FRACTIONS (0 only, fixed) ............... 0 Page 6 < < < Date -05/28/91 User -CATHY KELLEY Program -FORMAT > > > Run -HOUSEHOLDER CONSTRUCTION Project -RESIDENCE File -NONE OPAQUE SURFACE WITHOUT SOLAR GAIN DATA 5.1 OPAQUE SURFACE WITHOUT SOLAR GAINS DATA 1> NUMBER OF SURFACES (20 maximum) : ... 2> ROW SURFACE AREA U-VALU INSIDE NAME ( sf ) (Btu/s ZONE -F) NAME --- ---1-___ ---2--=- --3--- ---4---- 1 HSECRLFL 1487 0.030 HOUSE 2 HSEGARWL 159 0.0918 HOUSE 3 SLABEDGE 132 .0.75 HOUSE ............... 3 SURFACE SURFACE BUDGET KEYWORD TYPE SURFACE KEYWORD ---5-------6-------7---- CRAWL STDFLOOR NEW WALL STDWALL NEW SLABEDGE SLABEDGE NEW 5.2 OPAQUE SURFACE WITHOUT SOLAR GAINS TYPE DATA 1> NUMBER OF TYPES (20 maximum) 2> ROW SURFACE R- INSUL FORM 3 TYPE VAL DEPTH REFER- ENCE) EFER-ENCE) --- ---1--- -2- --3-- 1 STDFLOOR 38 10 STDFLOOR 2 STDWALL 11 4 STDWALL 3 SLABEDGE 0 0 NONE MASS DATA 6.0 MASS DATA ......................,3 LOCATION USER and/or NOTES COMMENTS -_------5---------- --------6--------- -FLOOR C CRAWLSPACE NONE GARAGE WALL NONE SLAB EDGE NONE 1> NUMBER OF MASSES (5 maximum) . ..................... MASS #1 1> MASS NAME (SLAB, MASSWALL, WATER, etc.) : 2> TYPE (NODAL, ISOTHERM) . ............................ 3> SURFACE AREA (sf) .................................. 4> THICKNESS (inches) - ................................. 5> VOLUMETRIC HEAT' CAPACITY (Btu/cf-F) : ............... 6> CONDUCTIVITY (Btu-ft/hr-sf-F) . ..................... 7> SIDE #1 MASS SURFACE NAME (SLABTOP, etc.) : ......., 8> SIDE #1 SURFACE CONDUCTANCE (Btu/hr-sf-F) : ......... 9> SIDE #1 ZONE NAME (HOUSE, AMBIENT, etc.) : ..... 10> SIDE #2 MASS SURFACE NAME (SLABBOT, etc.) : ........ 11> SIDE #2 SURFACE CONDUCTANCE (Btu/hr-sf-F) : ........ 12> SIDE #2 ZONE NAME (HOUSE, AMBIENT, GROUND, etc.) : . 13> INSULATIO.N R -VALUE (R -Value) . ..................... 14>.FORM 3 REFERENCE (name) . .......................... 15> LOCATION/COMMENTS (text, 18 char.) :... 16> BUDGET MASS TYPE (NEW, CHANGING, EXISTING) :........ 17> . SLAB ON GRADE INDICATOR (YES, Y , NO,' or N) : ........ 2 SLABEXP NODAL 281 3.5 28 0.98 SLBTOPEX 1.3 HOUSE SLBBOTEX 0 GROUND 0 NONE EXP SLAB ON GRADE NEW Y Page 7 < < <• Date -05/28/91 User -CATHY KELLEY Program -FORMAT > > > Run -HOUSEHOLDER CONSTRUCTION Project -RESIDENCE File -NONE MASS #2 MASS NAME (SLAB, MASSWALL, WATER, etc.) : .......... TYPE (NODAL, ISOTHERM) . ............................ SURFACE AREA (sf) .................................. THICKNESS (inches) ................................. VOLUMETRIC HEAT CAPACITY (Btu/cf-F) : ............... CONDUCTIVITY (Btu-ft/hr-sf-F) . ..................... SIDE #1 MASS SURFACE NAME (SLABTOP-, etc.) ........ SIDE #1 SURFACE CONDUCTANCE (Btu/hr-sf-F) ... SIDE #1 ZONE NAME (HOUSE, AMBIENT, etc.) .......... SIDE #2 MASS SURFACE NAME (SLABBOT, etc.) : ........ SIDE #2 SURFACE CONDUCTANCE (Btu/hr-sf-F) : ... SIDE #2 ZONE NAME (HOUSE, AMBIENT, GROUND, etc.) INSULATION R -VALUE (R -Value) . ...................... FORM 3 REFERENCE ( name) - . LOCATION/COMMENTS (text, 18 char.) : ............... BUDGET MASS TYPE (NEW, CHANGING, EXISTING) : ....... SLAB ON GRADE INDICATOR (YES, Y, NO, or N) : ....... SYSTEMS DATA 1 AIR-TO-AIR HEAT EXCHANGER SYSTEMS SLABCRPT NODAL 1206 3.5 28 0.98 SLBTOPCP 0.36 HOUSE SLBBOTCP 0 GROUND 0 NONE CRPT SLAB ON GRADE NEW Y 1> NUMBER OF HEAT EXCHANGER SYSTEMS (O only) : ......... 0 7.2 HEATING SYSTEMS 1> NUMBER OF HEATING SYSTEMS (3 maximum) : ............. 1 2> ROW HEATING HEATING HEATING RATED DUCT/ BUDGET SYSTEM FUEL EFFIC- CAPACITY LOC -INS. HT SYST NAME NAME IENCY (Btu/hr) KEYWORD TYPE --- ---1---- ---2---- ---3---- ---4---- ---5---- ---6----, 1 HEATPUMP ELECTRIC 6.70 500000 ATTIC6 NEW 7.3 COOLING SYSTEMS 1> NUMBER OF COOLING SYSTEMS (3 maximum) : ............. 1 2> ROW COOLING SEASONAL COOLING LATENT DUCT/ BUDGET SYSTEM EER CAPACITY LOAD LOC -INS. CL SYST NAME (Btu/Wh) (Btu/hr) FRACTION KEYWORD TYPE --- ---1---- ---2---- ---3---- ---4---- ---5---- ---6---- 1 AC 10 500000 0 ATTIC6 NEW Page 8 < < <1 �Date-O5/28/91 User -CATHY KELLEY Program -FORMAT, � > > > -Run-HOUSEHOLDER CONSTRUCTION Project-RE5IDENCE File -NONE - =============================================================================== ' 7'4 VENTILATION SYSTEMS 1> NUMBER OF VENTILATION SYSTEMS (1 only, fixed) : '''', 1 ' 2> ROW VENT. FAN FAN TEMP- ADDN`L ADDN`L BUDGET SYSTEM FLOW POWER DIFF' VENT HEIGHT. VENT- _ NAME (ofm) W/dfm (F) AREA DIFF' TYPE --- ---1---- --2--- --3--- --4--- --5--- --6--- ---7---- 1 NATURAL 0 D ' 0 O O ` NEW , . 7'f� THERMOSTAT SYSTEMS ` ' 1} NUMBER OF THERMOSTAT SYSTEMS {6 maximum)` '-''''''', 3 2} ROW THERMO- MINIMUM MAXIMUM DESIRED MIN' MAX' DESIRED HOURLY - STAT TEMP' TEMP. TEMP' SET- SET- SET- SCHEDULE ' NAME (F) /F1 (F) BACK BACK BACK(F) NAME ' -_- -�-1---_ ---2--- --- 3 --- .--- 4--- --S-- --6-- -7 --- ---8---- 1 HEATSETB 68 78 77 60 78 77, SETBACK 2 HEATCNST 68 78 77 D O O NONE / . ' 3 COOLCNST 60 ' 78 68 O 0 0 ' NONE ^ ` . WATER HEATING DATA ' 8'1 STORAGE WATER HEATER DATA l> WATER HEATER TYPE (5G or SE) : ...................... SE ` 2> MANUFACTURER (name) : ''''''''''''''-'''''''''''''''' NONE 3> MODEL NUMBER (number) : ''.'''''''''''''''''''''''.''' NONE 4> IGNITION TYPE (GP or IID) : ''''''''''''.'''''''''''' NA 5> TANK VOLUME (gallons) : ............................. 40 6} RECOVERY,EFFICIENCY (percent) : '''''''--'''''''''''' 99 7> STANDBY LOSS/ (percent/hour)- : ''''''''''''''''''.'''''.'75 8> RATED INPUT (Btu/hour) : ............................ 4500 9> NUMBER OF WATER HEATERS (number) : ''''''''''''.''''' 1 ' 10> NUMBER'DF PUMPS (number)': ''''''''''''''''''''''''' ^ 0 11> PUMP ENERGY (Watt-hr/year) :,'''''''''''''''''''''' \} 12> CREDIT NAME (AS LAR,HWRS,WS'B, etc.) : '''''''..'''.'' NONE 13) ANNUAL -SAVINGS (KBtu/year) : .''''''''''''','.'`'''-{} . Page 9 <.< < Date -05/28/91 User -CATHY KELLEY Program -FORMAT > > > Run -HOUSEHOLDER CONSTRUCTION Project -RESIDENCE File -NONE 8.2 INSTANTANEOUS WATER HEATING DATA 1> WATER HEATER TYPE (IG or IE) ............ IG 2> MANUFACTURER (name) •............. NONE 3> MODEL NUMBER ("number) ............................ NONE . 4> IGNITION DEVICE (GP or IID) • IID 5> RECOVERY EFFICIENCY (percent) ..................... 76 6> NUMBER OF WATER HEATERS (number) : 1 7> NUMBER OF PUMPS ( number) :� ........ 0 8> PUMP ENERGY (Watt-hr/year)) • ........... 0 9> PILOT LIGHT ENERGY (GAS: KBtu/yr, ELECT: N/A) : .....:0 10> CRED.IT NAME (ASOLAR,HWRS,WSB, etc.) : NONE 11> ANNUAL SAVINGS (KBtu/year).• ...0 8.3 HEAT PUMP WATER HEATER DATA 1> WATER HEATER TYPE (HPWH only) ..................... HPWH 2> MANUFACTURER (name) ............................ NONE 3> MODEL NUMBER ( number) • .... NONE .4> ENERGY FACTOR (from GAMA directory) ...... 0 5> NUMBER OF PUMPS.(number).. ....................... 0 6> PUMP ENERGY (Watt-hr/year)) • 0 7> CREDIT NAME (ASOLAR,HWRS,WSB, etc.) : ............... NONE 8> ANNUAL SAVINGS (KBtu/year) 0 8.4 EXTERNAL CALCULATIONS DATA 1> EXTERNAL CALCULATION ENERGY (KBtu/year) ........... 0 Page•10 < < < Date -0.5/28/91 User -CATHY KELLEY Program -FORMAT > > > Run-HOUSEHOLDER_CONSTRUCTION Project -RESIDENCE File -NONE SCHEDULE DATA 9.0 HOURLY SCHEDULES 11> NUMBER OF HOURLY SCHEDULES (2 maximum) ............. 2., HOURLY SCHEDULE #1 1> HOURLY SCHEDULE NAME'(INTERNAL, SETBACK) .......... INTERNAL= 2> HEATING HOURLY SCHEDULE DATA (fraction) 1. 0.024 2. 0.022 3. 0.021 4.• 0.021. S. 0.021 6., 0.026 7. 0.038 8: 0.059 9. 0..056 10. 0.060 11. 0.059 12. 0.046 13. 0.045, 14.'0.030 15. 0.028 16. 0.031 17. 0.057 18. 0.064 19. 0.064 20. 0:'052 21. 0.050 22. 0.055 23.0.044 ' 24. 0.027 3> COOLING HOURLY SCHEDULE DATA (fraction) 1. 0.024 2. 0 .022 3. 0.021 4. 0..021 S. -0.021 6. 0.026 7. 0.038 8. 0.;059 9. 0.056 10 . 0.060 11 . ' 0 .059 12. 0.046 13. 0.045 14..0.030 15. 0.028 16. 0.031 17. 0.057. 18. 0.064 19. 0.'064 20. 0.052 21. 0.050 22: 0.055 23.:0.044 24. 0.027 HOURLY SCHEDULE #2 1> HOURLY SCHEDULE NAME (INTERNAL, SETBACK) ..........'SETBACK 2> HEATING HOURLY SCHEDULE DATA (fraction) 1. 0 2. 0 3. 0 4. 0 5 0 6. 0 7. 0 8. 1 9. 1 10. 1 11 . 1 12. 1 13. 1 14. 1• 15. 1 16. 1 17. 1 18. 1 19. 1 20. 1 21. 1 22. 1 23. 1 24. 0 "3> COOLING HOURLY SCHEDULE DATA (fraction) 1. 0 2. 0 3. 0. 4. 0 5. 0 6. 0 7. 0 8. 1 9. 1 10. 1 11. 1 12. 1 13. 1 14. 1 is. 1 1'6. 1 17. 1 18. 1 19. 1 20. 1 21. 1 22. 1 23_ 1 24. 0 Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into.the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures * §2-5352(a): Minimum ceiling insulation R-19 weighted average. §2-5352(b): Loose fill insulation manufacturer's labeled R -Value. * §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §2-5311: Insulation speCi6ed or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in' Climate Zones 14' and 16 only. §2-5317: Infiltration/Exfiltration Controls a. - Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, 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. HVAC and Plumbing System Measures . §2-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. * §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas -feed space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); first 5 feet of pipes closest to tank insulated (R-3 or greater). §2-5312(Exception I): Pipe insulation on steam and steam condensate return &'recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2.75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped.with intermittent ignition devices. §2-5314(a): Refrigeratwars, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. Form Revised Decent ber 1987 DESIGNER I ENFORCEMENT 1"4 thermostats T282A, T882A, TS882A CHRONOTHERM CLOCK THERMOSTATS FOR COMPLETELY AUTOMATIC NIGHT ��. SETBACK—MORNING PICKUP TEMPERATURE CONTROL OF A HEAT- ING SYSTEM OR AUTO - 3, MATIC DAY SETUP FOR 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 TRA DEL INE 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. 1308218 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. AT75A 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, nonadj. 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 AT82A 1024 Plug-in Clock Transformer and thermo- T882A1047 Spdt AT75A Transformer for heating -cooling systems (use powering clock section. stat wallplate or AT75A or AT82A1024 and Q611 Subbase (heat -cool) to pro - T882A1054a Spdt AT75A Transformer for 0611 A, B). powering clock section. vide automatic control. R7305A or B Power Supply and T882A1062 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. ing clock section. R7305A Power Supply and 130180BA Subbase (heat -cool) to eliminate need T882A1104b Spdt for 2 extra wires for clock. TS882A1010a 750 millivolt heat. 0.1 amp Spst AT75A Transformer for ing systems. nonadj. powering clock section. aWith positive OFF. bRange: 45 to 75 F [7 to 24 C] . cIncluded with TRADELINE models. IIx =/ �rI ► -1 % % �'►'% , _ _. ..._:.....�._ 215 Specifications: SPHO Specifications MODEL COOLING CAPACITY (ARI conditions) HEATING CAPACITY (47a F) SEER (EER on 30) Cooling HSPF (Heating) SPHO 24001A 25,600 26,000 10.45 6.70 SPHO 30001A 28,800 30,000 10.10 6.85 SPHO ' 36001A 33,800 32,600 10.05 6.75 SPHO 36003A 34,000 33,000 9.60 - SPHO 42001A 41,000 40,000 10.45 6.90 SPHO 42003A 41,000 38,500 9.20 - SPHO 48001A 49,500 53,000 10.30 6.95 SPHO 48003A 49,500 53,000 8.90 - SPHO 60001A 56,500 58,500 9.55 7.05 SPHO 60003A 56,000 56,500 8.50 COP (47°/17°) 3.00/2.00 3.04/2.04 3.00/2.00 3.20/1.86 3.08/2.08 3.00/1.80 3.02/2.14 3.00/1.96 3.00/2.26 2.96/2.04 ARI Sound Rating, bels 8.0 8.0 8.0 8.0 8.2 8.2 8.2 8.2 Compressor: F.L. Amps 12.9 14.6 15.3 10.6 20.2 12.8 25.4 16.6 8.4 8.4 L.R. Amps 61.0 71.0 86.0 59.5 93.0 74.0 110.0 92.0 28.7 135.0 20,8 105.0 Evaporator Coil: Face Area (sq. ft.) 4.0 4.0 4.0 4.0 5.7 5.7 5.7 940 1 930 1195 Rows Deep 3 3 4 4 3 3 1805 5.7 5.7 5.7 Fins/Inch 15 15 12 12 15 15 3 15 .3 15 4 4 Evaporator Blower: Dia. x Width 10 x 7 10 x 7 10 x 7 10.x 7 10 x 7 10 x 7 11 x 8 11 x 8 12 ;-1X 8 12 No. of Wheels 1 1365 1415 1400 1760 1770 1925 11 x 8 Evaporator Motor: H.P. (No. of Spds) 16 (3) 1M (3) IM (3) 1M (3) 3/4(3) :V4 (3) 314 (2) 3/4 1400 1380 R.L. Amps Max. 2.2 2.2 2.2 2.2 2.2 2.2 6.0 (2) 3'4 (2) 3/4(2) L.R. Amps Max. 4.8 4.8 4.8 4.8 4.8 4.8 15.0 6.0 15.0 5.8 12.5 5.8 Oil Ports 2 2 2 2 2 2 2 2 1270 12.5 Condenser Coil: Face Area (sq. ft.) 12.3 12.3 12.3 12.3 17.5 17.5 1480 1910 2 2 Rows Deep 2 2 2 2 2 2 20 20 20 20 Fins/inch 17 17 17 17 17 17 2 17 2 17 2 2 Condenser Fan: Diameter (inches) 20 20 20 20 24 24 1745 1335 17 17 No. of Blades 3 3 3 3 3 3 24 24 24 24 CFM 3100 2900 3100 - 3100 3900 3900 3 5000 3 5000 3 4500 3 4500 Condenser Fan Motor: H.P. 1/4 1/4 1/4 1/4 1/4 1/4 1112 R.L. Amps Oil Ports 1.2 2 1.5 1.5 1.5 1.5 1.5 2.5 1h 2.5 M2 2.5 1%2 2.5 2 2 2 2 2 2 2 2 2 Drain Line Size (FPT, inches) 3V4 3'4 314 3/4 3/4 3'4 314 Filter Size (Not Furnished) Sq. Ft." ' 3.0 3.0 3.5 3.5 4.5 4.5 314 314 3.4 Refrigerant Charge (R22) 4.5 4.5 5.5 5.5 i Refer to Unit Nameplate for correct charge. Power Supply 208-230.1 208.230-1 Number Wires/AWG 2 (10) 2 208-230.1 208-230.3 208.2341 208-230.3 208.230-1 208.230.3 208-230-1 208-230-3 (10) GRD AWG 10 2 (10) 3 (10) 2 (10) 3 (10) 2 (8) 3 (10) 2 (6) 3 (8) 10 Max. Overcurrent Device (U.S.) 30 30 10 to. 10 30 25 40 10 10 10 10 10 Min. Circuit Ampacity 20.3 22.8 23.6 17.8 29.8 25 20.0 50 40 60 40 39.7 Shipping Weight Approx. 370 370 370 370 471 28.7 44.4 29.6 Net Weight Approx. 346 346 346 346 471 524 524 534 534 437 437 490 490 500 500 .+.+ -- ,a,,,,ya w uo imur IMPORTANT: While the above data is presented as a guide, it is important to electrically connect the unit and properly size overcurrent protection and conductor wires in accordance with the National Electrical Code and all existing local codes. The above numbers are a guide for a unit with no electric heaters installed. 'Filters are not supplied with units but filters must be installed in return air system. Above sizes based on 300 f.p.m. velocity. II permanent filters are used, size per mfg. recommendations with clean resistance not to exceed .05' W.C. CFM vs. External Static Pressure Ext. Static 'SPH024001A LOW SPD *SPH030001A MED. SPD *SPH036001A HIGH SPD SPHO,24,30,36" w/PHK120 HIGH SPD •SPH042001A HIGH SPD 'SPH048001A LOW SPD 'SPH060001A LOW SPD '-SPHO 4200 HI SPD ••SPHO"SPHO 4800 HI SPD 6000 HI SPD Pressure W.C. Wet Coll Dry Coll Wet Coll Dry Coll Wet Coll Dry Coll w1PHK120 Dry Coil Wet Coll Dry Coll Wet Coll Dry w/PHK720 /PHK130 /PHK130 0.00 1 Coll Wet Coll Dry Coll Dry Coll Dry Coll Dry Coll 930 920 1200 1185 1430 1460 1450 1455 1440 1830 1840 2000 2000 1645 2255 2240 0.10 940 1 930 1195 1200 1400 1440 1430 1800 1805 1965 1970 1620 2175 2155 0.15 940 935 1190 1200 1380 1430 1410 1780 1790 1945 1950 1605 2135 2115 0.20 935 940 1180 1200 1365 1415 1400 1760 1770 1925 1930 1585 2095 2070 0.25 935 940 1170 1195 1345 1400 1380 V146O4 1745 1750 1905 1915 1565 2050 2030 0.30 930 935 1155 1190 1320 1390 1360 1720 1730 1885 1890 1540 2005 1985 0.40 925 930 11201170 1270 1350 1310 1675 1690 1840 1845 1480 1910 1900 0.50 905 915 1075 1140 1205 1305 1260 1365 1410 1625 1640 1795 1800 1415 1805 1815 0.60 890 9o0 - 1100 1140 1245 1210 1315 1370 1575 1585 1740 1745 1335 1700 1735 'Data shown without filter installed. Y Stu oun U �. o L •,' 1r�ND��D � • ' M, FORM J -1T (Transparent) Including Calculation Procedures A. B, C, D Plan No. Copyright by the Date Air Conditioning Calculated by Contractors of America Formerly: National Environmental Systems Contractors Association 1228 17th Street N.W. WashingtonWORKSHEET FOR MANUAL J 'In U.S.A..S.A. 0038 Printed 1983 LOAD CALCULATIONS FOR RESIDENTIAL AIR CONDITIONING For: Name OU.Se lf6C /i!� f✓ dc%�ll�llDR/ /-(o��i�..3�s-t'v�ICo Address City and State or Province By: contractor Al T A—` C5 GG GC ri_0/G , /Mg. Y-- /5 /C. - Address �- / S s/E� �P_� /-G/9 S city //VOpO Design Conditions Winter Summer Outside db ,3fp °F Insidedb �--°F Outside db ld� °F Insidedb °F Winter Design Temperature Difference _21- °F Summer Design Temperature Difference __ °F Room RH S"Oa% Daily Range a_ Heatin Summary 9- O ! 9 � Btuh Total Heat Loss for Entire House (Line 15) = .3 y ° Ventilation CFM = Winter Design Temperature Difference = F CFMX_ F ;LBtuh Heat Required for Ventilation Air = 1.1 X 3 `'/ ° = �- Design Heating Load Requirement = 10 /9 3 (house) Z 74 —(Vent) _ 'Z� Btuh Cooling Summary Total Sensible Gain ;)-4.9 0 S Btuh (Calculation Procedure D) Design Temperature Swings Total Latent Gain + .3'3C' Btuh (Calculation Procedure D) Normal 3° ( /C' ) 4.5° ( )� Btuh , Ventilation CFM = Total = Sens. + tat. _ - ✓,�_ 3 Equipment Summary rtA0*A/� Model -Type Make &-©b fG � D Heating Output (Btuh) Efficiency Y '7 S Heating Input (Btuh) Cooling (Stuh) a-° Latent Cooling (Btuh) (Btuh) Total Btuh 3 yd � Sensible COPIEER/SEERIHSPF �j', SS Cooling CFM /2-0-0 Heat/Cool ( Heating CFM ) 4 SD Night Setback (J( ) Space Thermostat Heat ( ) Cool ( ) Construction Data Windows Doors .0 qV u LIC C� ,vv Walls 4 Roof Ceiling S u, C, i4 i'� A/ Floor Partitions Basement Walls Ground Slab B m Co 7 Vindows north i. 4(vE —}—�� —4-- -j nd Glass &�'V or NE & NW ss House 1 �!� I +9� L �iIBICT�. 3C ame o! Room Entire Z Z i f ICuoling) unning Ft Exposed WallO3oom g Other Doors 3(q�5 703 7 I 9 Net a o 1,C4 3-1 Dimensions, Ft Exposed b / H is `1•Y3 Ceiling Ht, Ft Directions Room Faces —�---j Area Arca Btuh Area Btuh Area Area Btuh Bc� 1 TYPE HTAf Const. Area gcuh Btuh or or or or or OF NO' Htg Clg or Length Htg Clg Length 1 Htg Clg Length i litg Clg Length Htg Clg Length Htg Clg Length }itg EXP(1S'JRE : � 5 Gross a 10 Ceilings ! -�--- b Exposed b 7 ' 11 Floors a 12 Walls and c 1 1 - _-� b --- d • ! 12 Infiltration... Calc. Proc. B Htm= Partitions i i ows a p d 6rnd . r-- Glass I 7 Vindows north i. 4(vE —}—�� —4-- -j nd Glass &�'V or NE & NW ss � r— Doors South or SE &tW 130 Z Z i i I ICuoling) g Other Doors 3(q�5 703 7 I 9 Net a o 1,C4 3-1 Exposed b / H is `1•Y3 S7� 19 —�---j ---� r Walls and' c —1— i I ! Partitions d � j I 10 Ceilings 131Fi- ! -�--- b 11 Floors a 12 1 1 b • 12 Infiltration... Calc. Proc. B Htm= i i i 13 Sub Total Btuh Loss = 6+3 -;9=10.11 . r-- 14 Duct Btuh Loss 15 Total Btuh Loss = 131-13 . 1I ! 16 People ® 300 and Appliances 1200— IT __ Sensible Btuh Gain= %• a+S+'�•-'�' 26s ! I 18 Duct Btuh Gain r 20ig( I 1 ---- � 10 Tn�l Conc:lln Gain = �. --•1� 1 i Calculation Procedures A, B, C, D Calculation Procedure A - Summer Infiltration for the Entire House 1. Air Changes Per Hour from Table 5 ..............:.................................... _ 2 Volume of Conditioned Space ........................... = Floor Area X Ceiling Height 0 40 30 AC/H R = ( l f Sq. Ft. X ( 8 ) Ft. _ ! 2 to f Cu. Ft. 3. Total Infiltration = t%:b 3 AC/HR X '�- 8 5 Cu. Ft. X 0.0167 = CFM -�- V19 u L- TE f2 = . 7 9 3 Calculation Procedure B - Summer Infiltration Htm For Windows & Doors 1. Design Temperature Difference Summer Design - Room Temperature = °F 2. Total Infiltration from Calculation Procedure A .......................................... CFM 3. Sensible Gain = 1.1 X 3 —'FX /o CFM = 2 oS Btuh 4. Total Area of Windows and Doors (Lines 7 & 8 on J) ..................................... = Sq. Ft. 5. Htm = Btuh _ Sq. Ft. ........... = Btuh/Sq. Ft. Calculation Procedure C - Latent Infiltration Gain For The Entire House 1. Grains of Moisture Difference from Table 1 ............................................ gr• 2. Total Infiltration from Calculation Procedure A ......................................... = CFM 3. Total Latent Load = 0.68 X gr X CFM = Btuh 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 ............. Btuh Total Sensible Load ................................... (Structure Load + Ventilation Load) = Btuh Tem erltureSwingMultiplier............ X /�� (TSM) Equipment Sizing Load, Sensible ........ — 2, `- 5 ° g Btuh Latent Load for Appliances & People = 230 X % No. of People ............... ?0 Btuh Latent Ventilation Load = 0.68 X Vent CFM—X gr (No. 1 Calc. Procedure C)+ _ Btuh Latent Infiltration Load from Calculation Procedure C .................................. + Btuh Equipment Sizing Load, Latent .......... = 0 To Btuh Enter the Equipment Sizing Loads on the Cooling Summary on the Front of the J-1 Form. f� . %1 TIAL COMMERCIAL S FLOOR TRUSSES 85-435 MIDDLETON.STREET, THERMAL CALIFORNIA.92274 OFFICE: (619) 397-4122 • FAX: (619) 397-4724 6 6upup I"N!0 'Pp41 w Illq -41 W dot -41 01 Pae- •Bu!SiVil 141 10 41ha lint p puaauox, a ,,Bal an„ 411 -1q, unw> W ,sols OL m Ian 9 u•w anaao w 1. 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"Sul lain!.,.,, Sind [[nil Wt 'Alain ,!Ignd 10 n.low, Ni w me'6uauq al -t -p llnm q 91W, We'UN"'1004 to OWI-cunt10 pa Iw,Mde 141'waaAs lops pax- Alladdad a 10 Alam woo4w 041 10 u01III.5ox, 11 'alit to sol a u! oma, pinm as), a Vary, W, •aaunaw W, awn to µMl taw IM ..!Z I, 41!4, 'almxlm -41 to --It- , w! alma, An, wwnm.,o, 041 mouanamm •pp.l6! N'M,w6110 palpilnl I•u,!.0 wgmwnae u6!ap Iu.w' Alan, 0111 10 Aum IWI ..,nus Wl to 0- 1.,. t,,, a a 1! .0,, So -I a to 6w. qma up!Ws I -q sill w inns I -a sull I1e'pin!,11ai W P-B!ap as anwl p— Allqun ,oAo,q! 9L61 "SNI '31nJ.11SNI 31V1d SSflul O SHOWMEN ONV WINS N 132011 000M ONI3VNO °o., O ICBO Evaluation Service, I nc., MOC - `°°` Asubsidiary corporation ofthe International Conference of Building Officials 'EVALUATION REPORT = Report No. 2949 c0W,gM0:9e90c6o1v&W&i..s...September, 1989 Filing Category: FASTENERS—Steel Gusset Plates CONNEC'T'OR 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 Timber Construction. U. Description: A. General: The truss connector plates are formed by die stamping A-446 Grade Agalvanized steel conform- ing with U.B.C. Standard No. 27-1. The wood trusses are as- sembled in a jig and the teeth are pressed into the wood members with a power press constructed in accordance with the manu- factures s specifications. B. Alpine Truss Connectors: The Alpine plates are formed from No. 20 gauge (.0396 -inch) steel and have two No -inch -long by .122 -inch -wide concave teeth punched from a single hole. Each pair of teeth is I 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/ii-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. D. Woodloc Truss Connectors: The Woodloc plates are formed from No. 20 gauge steel and have six %-inch-long concave barbed teeth formed per hexagonal plug. Plugs formed are spaced 1 inch on center along the length and 136 inch across the width. A . stiffening ripple pattern runs the length of the plate and %-inch- diameter nail holes are 'perforated 1 inch on center along the length and 1% inch qn center across the width. E. 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 T-shaped nails .113 inch in diameter by 1% inches long, .125 -inch square -shank nails 1% inches long or with ring shank nails .131 -inch in diameter by 1% inches long. The number of nails installed is determined on the basis of the design loads to be transferred through the connector. F. Alpine No. 16 Gauge Truss Plates: The Alpine No. 16 gauge (.0635 - inch) plates have pairs of teeth, each 0.375 inch long. punched perpendicu- lar to the base metal from slots that measure 0.540 inch long and 0.145 inch wide. Slots are alternately spaced 0.310 inch and 0.439 inch on center across the width, forming pairs of teeth. Each group of two pain is spaced at 0.750 inch on center across the plate width and at 1.25 inches on center along the plate length. Slots in each pair are staggered 0.200 along the length. This configuration allows for 4.3 teeth per square inch of plate. . C. Identification: The truss connector plates are identified by the trade name stamped thereon. M. Evidence Submitted: Load tests, plate detailsand compu- tations are submitted 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 connec- tors to those specified in the 1988 Uniform Building Code, subject to the following conditions: 1. The connectors are installed as set forth in this report. 2. Allowable loads and efficiency ratios for the Alpine, Viking, Woodloc and Alpine No. 16 gauge truss plates are as set forth in Table No. I. 3. 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 and 68 pounds per nail for the .125 -inch square. shank and .131 -inch -diameter nail when installed in Douglas fir, larch or southern pine lumber. Nails within 1/2 inch of the lumber side edge or end shall be neglected. 4. The allowable loads may be increased for duration of load in accordance with Section 2504 (c) 4. S. Connectors are installed in pairs on opposite faces of the mem- bers connected and are not installed at locations where knots occur. 6. Stresses at the net section of the steel plates are not in excess of the values permitted in Chapter 27 of the code. The maximum tensile load is determined by multiplying the efficiency ratio times the gross cross-sectional area of the plate times the steel design stress. 7. Where a one-hour fire -resistive rating is required, see Evalua- tion Reports Nos. 1352 and 1632.. 8. These values are recommended only when plans, truss designs and calculations'are submitted to and accepted by the building official, showing compliance to the Uniform Building Code and specifying that fabrication inspection will be provided in accord- ance with Section 2510 M. 9. This report establishes design values only and specific trusses must be individually designed in accordance with recognized engineering principles. 10. When partially seasoned or wet lumber is used for truss fabrica- tion, load modification factor noted in Table No. 25-17.5 of U.B.C. Standard No. 25-17 should be considered. This report is subject to re-examination in one year.. Evaluation reports of ICBG Evaluation Service, Inc., are issued solely toprovide information to Class A members of ICBG, utilizing the code upon which the report is based. E valuation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. • This report is based upon independent tests or other technical data submitted by the applicant. The /CBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. Then is no warranty by ICBG Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. , Page.1 m z 00 Page 2 of 2 ReportNo. 2949 TABLE NO. I—ALLOWABLE LOAD IN POUNDS PER SQUARE INCH OF EFFECTIVE PLATE CONTACT AREA IMw effective plus contact am in determined by neglecting the plate am widen Ih inch of dw wood end edge for dfe Alpine (net) plate. rife effective plate contact am for the Alpine (grass) and rhe Viking is the winpiew eotpact am. rife effective place contact area for the WoodhR and the Alpine Na 16 gauge plate are determined by neglecting the plue am within sh inch of the wood end edge. LUMBER SPECIES EFFICtENCY RATIO SPRUCE43INE-FIR RE"R SOUTHERN PINE DOUGLAS FIRIARCN 1N PERCENT OlrwedW of Lwd wph OlrecYlo I of LoW with OUeetlon of LAW No Direction of Load wph D! 'on of Loved wtth TYPE OF R"pect to tlr L wtgth d the Plata Raapael to df Length d Plata Raapret to Uma Vo d dM P4it Reepeet m do rMM d tl» Ptwb "oet to We Length d umw Phta e'to4S' I 4rto9a' 9'toas' actiogr artaw 4Oto9a' o'to4s Air to9O' T 90' PLATE Alpine (net)' 156 94 190 150 205 150 205 150 51, 50 Alpine (gross); 135 79 163 124 178 124 175 124 51 50 Vikings — — 155 135 170 135 170 135 57 42 Woodlocl — — 149 149 156 156 161 161 54 38 Alpine do. 16 Gau 98 77 101 79 135 102 134 93 63 51 IMw effective plus contact am in determined by neglecting the plate am widen Ih inch of dw wood end edge for dfe Alpine (net) plate. rife effective plate contact am for the Alpine (grass) and rhe Viking is the winpiew eotpact am. rife effective place contact area for the WoodhR and the Alpine Na 16 gauge plate are determined by neglecting the plue am within sh inch of the wood end edge. r l l i�=1iBY'�Tr—.�f,�i4 � 'n \i 1.Of':'Hft}.•wl.:w+•aw.'Y:•`.�'7•".• \�_'�pY•...w.y:. ..� icrr�� TIMBER PRODUCTS INSPECTION.,INC. dba GENERAL TESTING AND INSPECTION AGENCY Post Office Box 20455, 6600 NE 78th Court, Suite A75 Portland, Oregon 97220 We are an inspection agency recognized by the Internationai Conference of Building Officials. Council of American Building Officials NER-QA 275. i This is to verify that: SPATES FABRICATORS, INC. 85-546 B -Middleton Street Thermal, CA 92274 i is under our Audited Quality Control Program and has been since: July 2, 1990 We audit the production under the Uniform Building Code it 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 observance of this plant to be in Conformance to the Standards. jl i Qi TIMBER PRODUCTSSPECTION, INC. I I SPATES FABRICATORS INC. 85-435 B MIDDLETON ST. THERMAL, CA 92274 (619) 397-4122, FAX 397-4724 Scale: 3/32° UD JOB: HOUSEHOLDER CONST. LOC' LOT 4 AVENIDA MENDOZA LA QUINTA DESIGNER: BTS Figura 41a) mama 11 11 jl I 11 II �i:.,,w,.m.0 11 II Ij ii �I ii II II Iw�w. e" 1 I I I 1 11 I 1 1 I 1 1 MEMBIR Figure 41bl batvnan laterals placed at sop0aimately 45 degrees h recommerded for nobility of the bottom chord. Diagonal bracing in the plane of the m bottochord is generally not required throughout the length of the building, but it is recommended that it be located at least at each end of the building. In most canes, temporary bracing in the plane of the bottom chord is installed at the locations specified on she architectural plan for permanent bracing, and is, therefore, len in place as permanent bracing. Figure 5 illustrates bracing in the plane of the bottom chard. Full bundles of plywood should not be placed on buses. This construction food Should be limited to B sheets Of plywood on any Asir of burn and Should be looted adjacent to the wppons. No eaten oshom-ion of any construction material, (Such as gravel w Shingles) 10 Figure 6(b) If purlins are uset spaced not to exceed the buckling length of the top chord, and adequately attached to the top chord. it is mndod that diagonal bracing be applied to the undenids of Iha top chord to preens lateral shifting of the Aurum. Figure 6(a) illustrates the necessity for applying diagonal bracing in the plane of the top chord despite the use of closely spaced prelim. It is recommended that this diagonal bracing, n shown in Figure 6(b). be installed on both sides of the ridge line in all end bays. 11 the building eaoaede 60 len in length, this bracing should be repeated at intervals ren greater than 20 feet. 2. Wil Manlbw Istana Th. purpose Of this bracing is to hold the bums in a vertical position and to maintain the design Sating In addition, this lateral bracing may be required to shorten the buckling 13 Figure 5 should be placed on the trusses in any One area: they should be spread Out evenly over a large area w as to avoid overloading any one truss. All mahenical equipment should be looted only on the trunet specifically designed to sat. art is. It Nouse not be dropped or eyes sat lempwarily trany other arae unless the truces are adequately "red. All floor usses should be adequately shored if pellets of masonry materials are to be stored temporarily until the neat higher walls are finished. STAGE THREE: permanent Bracing is designed and specified by the architect or engineer for the nruclural Safety of the building. It is the responsibitity of the building designer to indicate size, location, and attachments for ell permanent bracing as required by design analysis. In gene,.l, it is desirable to design and locate all bracing m that it may work together with other structural pans of the building (such as Shear wens, portal frame, bearing wens, columna, beams, arc.) m achieve total Structural integrity. HE length of a web member. As described earlier in the discuss;on of building design end true design (STAGE ONE), diagonal bracing a end anchorage is essential to stabilize the lateral bracing. Diagonal bracing In the plane of the web members is also used to distribute unequal loading to adjacent trusses and to spread lateral forces to diaphragms w shear walls. Spacing of rows of diagonal bracing in the plane of the webs is a matter of judgment to be mode by the building designer. and will depend upon the puss soon, buss configur& bon, type of building, and the loading. Generally, for roof truttn, the sparing ramps from 12 feet to 15 fat depending upon how it relates to the bracing in the plane of the top chord. For floor pusses the aoa bracing should be approaimme,y 8 fns on centers. Lateral 2,6 strong -backs may ala be used for some floor ryrtems. Figure 1 and Figure 4 illustrate bracing in the plane of the webs. 3. are. Bottom Chord phase This bracing is required to maintain the truss O'no spacing and to provide lateral wpcon to the bottom chard 10 resin buckling forces in the bent 01 --sal of stren due t0 wind uplift w unagpal roof w fl— loadings, For multiple bearing pusses or cantilever wriditiom, potions of the bosomec chord bome compression members and should be braced laterally to rnim buckling in the same manna as the Sup chord of simple Spon trusses. Bradng in the plane of the bottom chord is also designed If, transfer lateral forces due to wind or Seismic loads into side walls, shear watla or other resinine suuetural elements. Diagonals between continuous lata,., astir. serve to stabilize the bottom chord. 11 it recommended that one complete bay Of diagonal bracing be installed at each end of any building, and additional such bays be located at specified intmals not to eattad 20 fed. Figure 5 illustrates the use of bracing in the plane Of the bottom chord. These recommendations for bracing wood trusses have been dnrved It. the collective expniwme of leading technical personnel in the wood truss industry but must, due to the nature of responsibilities involved, be presented only as a guide for the use of a qualified building designs, builder, or erection contractor. 14 -Ten—.-cru. score. I—, wn.�r• Figure 61a) permanent bracing must provide Sufficient Support at right angles to the plane of the truss to hob Nary INA member in the position —mod for it in design. In addition, permanent bracing must be designed to resist lateral forcesimposed on the completed building by wird or Seismic forces. permanent bracing may be subdivided into three topical compo nen": I. Top Chord glare. This bracing is designed to resin lateral movement Of the top chord. It plywood floor w roof Sheathing is properly applied with staggered pints and adequate nei,ing, a conlinu ous diaphragm action is developed and additional bracing in the plane is generally not required. Some metal roofing materials may be depended upon to Man a diaphragm when properly lapped and hailed. Selection and use of these materia" is at the discretion of the building designer. 12 APPENDIX It is intended that this gmendia Contain only tentative recon me dations that may be used as a guide for onsite handling a nation until a more complete statement can be prepared. There may be Some instances in which additional precautions will be necessary. UNLOADING. If possible, busses shall be unloaded on relatively Smooth ground. They shall not be unloaded ona ough terrain that would cause undue lateral "pain that might result in distortion of puss joints. Dumping of —ata, is an acceptable practice provided that the puma are not damaged w eacenively stressed in the act of dumping. The bu,ldn shall provide protection from damage that may be caused by onsite construction activity. STORAGE.' Cwe shall be "ken m a" not to avow excessive fending of Uusseo w to allow tipping or toppling while the pusses Sae banded 01 when the banding is removed. 11 trusses fabricated with fire retardant treated wood must be sten prior to erection, they Shouse be stored in • vertical position to pressen water containing chemicals leached from the wood from standing o the plates. A further precaution may be taken by proyiding a coyer ft the trutae" that will prevent moisture from coming in direct comb with the —van and which on be ventilated to prevent cordematio ERECTING TRUSSES. The true armor w builder dull Sake ti necessary precautions to insure that handling and erection procedure do not reduce the load—rying capacity of the truss. Trusses dull be installed plumb, at "pacified Spacing and inplar li.e., trusses will be properly aligned). 15 Figure, Alt) tae.e. A suggetted procedure for lifting trusses is illustrated in Figure All l if Ina man an don not -teed 30 feet. 16 For lifting pusses with spans in eaten of 60 fen, it is recom- mended that a strongback be used as illustrated in Figura AM. The Figure Al2) - strong buck should be onached to the top chord and web members at intervals of approximately 10 feet. Further, the strong -backs should be For truss spans between 30 feet and 60 feet a suggested lifting ove et or abthe mid -height of the truss So as to prevent oeerturning. The procaAuro s shown in Figure Al2). It should be noted that the lines strongback can be of any material with Sufficient strength to Safely spreader from the ends of the reader bar-toe�in.'- If (heho se lines tuld . carry the weight Of the truss and Sufficient rigidity to adequately mitt "lobout- they will and to cause buckling of the trva. boding of the truss. 17 18