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PAT (15627) + RPL (15510) + SFD (10288)(� 15627' 44 P.O. BOX 1504 .. No. i. 5'iJ 2 7 ' Building78-495 CALLE TAMPICO �; Addr,s .52-95,6`.-Aveaida Mendoza LA QUINTA, CALIFORNIA 92253 Owner Mailing Address &,Ma% above City • Zip Tel. La. QuiAta 92253 771-16616 Contractor Address City State Lic..--n & Classif. Arch., Engr.,',• 'Designer ; Address ; City Lic. # - BUILDING: TYPE CONST.- OCC: GRP. . A.P. Number Legal Description Project Description 3W sq.. ft. Open Lattice Pa1t o SizSq. Ft. e .New 0 ' D - Stories Add ❑ •,Alter ❑ No. Dw Units Repair ❑ CityZip State • Lic. # i ` a =' ! LICENSED CONTRACTOR'S DECLARATION ' I hereby affirm that 1 am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions'Code, and my license is in full force and effect. ' SIGNATURE - - DATE.1 ' 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 rile 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 rive 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 Estimated Valuation L t ) PERMIT ' ' -#. - - 'AMOUNT -c , Plan Chk. Dep. z: ' Plan Chk. Bal. i . 46 • g Q. Const. •. - I 72.00 Mech. •' 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 Electricalof or Improvement is sold .within one year of completion, the owner -builder will. have the burden • proving that he did not build or improve for the purpose of sale.) Plumbing •• - ❑'1, as owner of the property, am exclusively contracting with licensed contractors to con- ' strucl the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law • does not apply to an owner of property who builds or improves thereon, and who contracts for such projects'with a contractors) licensed pursuant to the Contractor's License Law.) •- O 1 am exempt under Sec: B. & P.C. for this reason S.M.1. Grading Driveway Enc. Date Owner Infrastructure WORKERS' COMPENSATION DECLARATION I hereby affirm that I' have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a.certified copy thereof. (Sec. 3800, Labor Code.) • ' - Policy No. � Company , ❑ Copy is filed with the city, ❑ Certified copy is hereby furnished. TOTAL 1? REMARKS -/ 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 - • -.lam . -�; - *� • �►, - f //n r �/ �t r ./ �i t+ 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 provisions— ons comply with such provisions or this permit shall be deemed revoked. - t j ZONE: - `` BY,:F l -:S' /• ' Minimum Setback DlstaChs: Front Setback from Center Line Rear Setback from Rear Prop. Line +� WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND Side Street Setback from Center Line SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP. TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF.COMPENSATION; . Side Setback from Property Line _ E DAMAGES AS PROVIDED FORAN SECTION 3706.OF THE LABOR CODE, INTEREST, AND ' ATTORNEY'S FEES. is This a building permit when properly filled out, signed and validated, and is subject to' expiration if work thereunder is suspended for 160 days. FINAL DATE INSPECTOR 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•, m: mentioned ro ert for ins ectiorc purposes. - P P y ,_ ._p , PrP .ISSued by: Validated by - Date Permit e ' Signature of applicant Date Malling,Address , -Validation: City, State, Zip CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBIWU FEES 1ST FL. SO. FT. ® $ 2ND FL. SO. FT. POR. SO. FT. ® GAR. SO. FT. ® CARP. SO. FT. WALL SQ. FT. ® SO. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS 7e 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 WASH ER(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, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 1 Va c SEWAGE DISPOSAL SO.FT.GAR ® 3/sc HOUSE SEWER REMARKS: 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 & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER LOR 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 SIONATURESJINITIALS GARDEN WALL FINAL gig" j_(I � UIE Ak y LM UlDING &' ETYDEPAI I' I DE PAI comon I I k) F§ R CO""4STR uc CpT SUBJECT TO, INSTA -LATI AS JC�BLE CIODI .1 AND TALL A PP gy J� DATE c,! e i CpPY ! f i F 067 71 c P�ST Building i Address Owner ,Mailing Address same as above. City Zip La Quinti' :. ' 922 3 Contractor • - �, FF� 44' TAtyl . P.O. BOX 1504 : c w No. .15510 78-495 CALLE TAMPICO idoza LA QUINTA, CALIFORNIA 92253 _ BUILDING-. TYPE CONST. OCC: GRP. A.P. Number Tel. Legal Description Project Description Pool'" and Spa Address _ r Setback x'eductiozi to 40 in, near .yc1Zd 43=5480 Palla i lia. Circle City JZip Tel.: Palm De92260 340-5474 State Lic." City & Classif. -54 . 266.0 Lic. # 1544 Arch.- Engr., Designer Address Tel. ~ `'City-, Zip State. + ' Lic. # CONTRACTOR'S DECLARATION yy 4;ffirm that I Divlsionn eft appr�ived, ppr''SBA • 95-336 Sq. Ft. `No{`F'r`., No. Dw. Size 'Stories, Units New Q: -Add Q'.r;;Alter, O Repair ❑ ' OWNER -BUILDER DECLARATION = wEstimated 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 Valuation _ - PERMITAMOUNT ..•'t 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 • the provisions of the -Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 301 the Business and Professions Code, 'or that. he Is exempt, therefrom, sand. 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 rive hundred dollars ($500). O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and i Professions Code: The Contractor's. License Law does not apply to an owner of property who builds or Improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he didnot build or improve for the purpose of sale.) 'Plan Chk. `Dep. - Plan Chk. Bal. . COr1St` Mech. Electrical • •' _ Plumbing 01, as owner of the property, am exclusively contracting with licensed contractors to con- ' struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property *who builds or improves thereon, and•who contracts for such prolects with a contractors) Dcensed pursuant to the Contractor's License Law.) -❑rading I am exempt under Sec. B. 8 P.C.pCfor this reason S•M•1• , - j , • Driveway Enc. Date Owner ` Infrastructure WORKERS' COMPENSATION DECLARATION I hereby affirm that I havea certificate of consent to self -insure, or a certificate of Worker's Compensation insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) - Policy No. Company ❑ Copy is filed with the city;, O Certified copy is hereoy.furnished. TOTAL CERTIFICATE OF EXEMPTION FROM •' WORKERS' COMPENSATION INSURANCE ' -REMARKS _ (This section need not be completed.f the permit is for one hundred dollars ($too) valuation . . or less.) I certify that in'the performance of thg work for which this permit is issued, I shall not employ any peon in any manner so as to become subject to the Workers' Compensation - Laws of Cal ifornirsa. ' 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. - - WARNING: FAILURE TO;SECUREWORKERS' COMPENSATION COVERAGE ISUNLAWFUL, 'AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE: INTEREST, -AND ATTORNEY'S FEES_ ' 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 fo[ Inspection purposes.. ZONE: BY: L - - --- Minimum Setback Distances: � � • ` _�. s Front Setback from Center Line adkbfrom Rea rP�rop. Line . Rear Setb/Setbakfro SldeStr2t?�Cene Line i4 - �� ^ ' Side Setback from�Property Lin t_.. - .. •` �� ^�. FINAL DATE INSPECTOR / 7 r � Issued by. - Date P It .. Validated by: Signature of applicant Date Mailing Address 1 Validation: City, State, Zip f � CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBIW FEES 1ST FL. SQ. FT. ® $ 2ND FL. SO. FT. p POR. SO. FT. ® GAR. SQ. FT. ® CAR P. SQ. FT. WALL SQ. FT. SQ. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property tax valuation BONDING FLOOR DRAIN MECHANICAL FEES FORMS WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GAS (ROUGH)m,�L- L� GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED OTHER APPJEOUIP. LAUNDRY TRAY AIR HANDLING UNIT CFM TEMP. POLE 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 FRAMING SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 1 VA c SEWAGE DISPOSAL SQ.FT.GAR ® 3/ac HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING ERGROUND 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)m,�L- L� METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM FINAL INSP. Q c� FINAL INSP. GRADING cu. yd. $ plus x$ =$ LUMBER GR. FRAMING ROOFING �/ �/���✓�'� REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL T -VY � �,QurHrw MEMORANDUM �- 20- 7S Location (s) 750 Ea,D'uo� Request(s): �e� c.� ��� 4c��-� �Z' Your setback adjustment application is hereby approved, subject to the following conditions: Conditions: 1. Obtain a building permit from the Building and Safety Department. 2. The other Zoning Code provisions shall be met. 3. If ground excavation is required, please contact Underground Service Alert (USA) at 1-800-422-4133. The service is free of charge provided USA is given at least two working days' notice. 4. Additional Conditions:. After review it was determined that: 1. This.adjustment is consistent with the intent and purpose of the Zoning Ordinance. 2. There are special circumstances applicable to the property, including such factors as size, shape, topography, location or. surroundings that justify approval of the adjustment.. These circumstances are: Thank o you cooperation. SinceSu_f v At c: Building and Safety Department 4. CASE NO: - 3 3 CITY OF LA QUINTA FEE: $100.00 PLANNING & DEVELOPMENT .DEPARTMENT of Tt� APPLICATION FOR SETBACK ADJUSTMENT APPLICANT: Submit this form with two copies of a scaled site plan, drawn to adequately depict the nature of the request. A nonrefundable,, fee of $100 is required when the Application is. submitted. Check, must be a make payable to the "City of La Quinta".� If the Applicant is not the owner of the property; a letter must be submitted by the owner authorizing the Applicant to execute this document in his behalf.' PLEASE PRINT OR TYPE APPLICANT/CONTRACTOR: L l�X _ DATE .7 - �l CONTACT PERSON ( IF DIFFERENT) aril PHONE c > 4O.�/r-47� MAILING ADDRESS: �� r— a;-�,iL[i/1l i� `1i41 ,., \^C-_, I >_l ss) (City) (State) (zip) OWNER'S NAME: ; }.( �,�,� (1 PHONE MAILING ADDRESS: Z 5j Sri (Address) (City STREET ADDRESS OF PROPERTY: :2�14L'uK�7 LEGAL DESCRIPTION OF PROPERTY: LOT # ASSESSOR'S PARCEL NUMBER: V State) I (zip TRACT ADJUSTMENT REQUESTED:c_iL�: REASON FOR REQUEST: ✓14 V-1 I 1-1 C, JUSTIFICATION: No request for a Setback. Adjustment shall be granted unless it is determined that. it is consistent with the" intend and purpose of this Ordinance; that there are special circumstances applicable to the property, including such factors as size, shape, topography, location or surroundings that justify the approval of the' adjustment of the setback requirement, and that the adjustment will not be detrimental to the health, safety, and general welfare of the community or be.detrimental.to property in the area of the parcel for which the adjustment is requested. FORM.013/CS a \N LLJ � J \ cs N � C�9 bid t r J r r n { f ITV �s • /r ter, ` 4 78495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 '(619) 777-7000 FAX (619) 777-7101 December 19, 1997 Schumacher 52-950 Avenida Mendoza La Quihta, CA., 92253 RE: Pool & Spa Permit #15510 Dear Mr. Schumacher The purpose of this letter is to inform you that your Pool & Spa #15510, for the project at 52-905 Avenida. Mendoza, has expired. In accordance with 1994 UBC section 106.4.4, no further work may be performed until, a new permit has been issued. Please contact Daniel P. Crawford Jr., Building Inspector 1, at (760) 777-7012 to obtain any information you need regarding anew permit and/or any required inspections. Should you choose not to complete the project, we would then have to pursue any or all of the following Actions: 1) Abatement of the project through the City Attorney's Office and Code Compliance Division. 2) Notice of non -conforming structure placed upon property profile. 3) Action filed with Contractor State License Board. Optional if Owner/Builder. Please contact us at your earliest. convenience prior to 10 working days to resolve this.issue, and for any questions you may have. Sincerely, Mark Harold Buildin & Safety Manager Daniel P. Crawford Jr. Building Inspector I cc: file dpe MAILING ADDRESS P.O. BOX 1504 LA QUINTA, CALIFORNIA 92253 Building Address 52.9950 Mendoza ,4 Owner :;oe W. Stemmer Mailing ' - Address 52--425 Herrera City Zip La Quinta 92253 Contractor Owner/Btiilder Address .. State Lic: Y' & Classif. Arch., Engr., '+.Designer - Address r P.O. BOX 1504 No. 10288. 78-105 CALLE ESTADO LA.QUINTA,`CALIFORNIA 92253 BUILDING: TYPE CONST. OCC: GRP. A.P. Number 773-333-011 Tel. .5'5-4-4580 Legal Description' Project Description S%'D Tel.: City Lic. # Tel. Sq. Ft. No. No. Dw. Size . 1250 Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolitiori ❑ City Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) t.of Division 3 of the Business and Professions Code, and my license is In full force and effec- SIGNATURE - DATE - -- _wOWNER-BUILDER DECLARATION Estimated Valuation y, I hereby affirm that I am exempt from,the Contractor's License Law for the following , 73 t 39.5.00 reason (Sec 7031 5 Business and Professions Code: Any city or county which rei qu res a • permit to construct, alter, improve, demolish, oraepair 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). ' _ • O 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 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.) 'Lf 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 am exempt under Sec.B. 8 P.C. for this reason] ff� PERMIT - - Plan CW Dep. ` :Plan Chk. Bal. Const. Mech. Electrical Plumbing . S,M:I. Grading Driveway Enc. j _ Date Owner �'J”" v_ 4 Infrastructure- • a BY: subject to the Workers'lCompensation provisions of the Labor Code; you must forthwith. • comply with such provlslons�this permit shall be deemed revoked. WORKER ' COMPENSATION DECLARATION I hereby affirm that l have a certificate of consent'to self -insure, or a,certificate of Worker.'s.Compensation Insurance, ora.certified-copy-thereof. (Sec. 3800, Labor Code.) _ Policy No. .Company O Copy is filed with the city. O Certified copy is hereby furnished. Rear Setback from Rear Prop.;Line '' ' a TOTAL CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE y REMARKS (This section need not be completed if r the permit Is for one hundred dollars ($100) valuation or less.) AMOUNT 250.00 199.90 522.5n0.00 49. r-7 325.25 Y 14 7.00 1.{ J e40- . 2.0.00 20.00,: 1613.14 . 1 . T 4 I certify that in the performance,of lhg work for which this�;p�h,�e��rsm�WWi!t is issued, I shall not - t =any parson in any manner so s to ecome subjec tb W- olkers"Compensation laws of California. +� Date Owner NOTICE TO APPLICANT:%1 afleF making this Certl/icate yo/ Exemption you should become ZONE: '' BY: subject to the Workers'lCompensation provisions of the Labor Code; you must forthwith. • comply with such provlslons�this permit shall be deemed revoked. MIRIRIUriI Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop.;Line '' ' a CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line 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.) Side Setback from Property Line ' Lender's Name - '. `K4. Lenders Address This is a building permit when properly filled out, signed and validated, and is subject to FINAL DATE INSPECTOR expiration if work thereunder Is suspended for 180 days. I certify that I have read this application and state that the above information is correct. Issued by: y Date Permit - agree to comply with all city and county ordinances and state laws relating to building ; r construction, and hereby authorize representatives -of this city to enter theabove-. mentioned property for inspection purposes. Validated by:' - Signature of applicant Y" Date Mailing Address .,,Validation: " City, State, Zip CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SQ. FT. ® $ 2ND FL SO. FT. POR. SQ. FT. ® GAR. SQ, FT, ® CARP. SQ. FT. WALL SQ. FT. ® SQ FT ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL . WATER PIPING NOTE: Not to be used as property tax valuation ROUGH PLUMB. FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER DUCT WORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED ^, GAS (ROUGH) LAUNDRY TRAY AIR HANDLING UNIT CFM HEATING (FINAL) 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. SQ. FT. ® c BATH TUB BOND BEAM SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 1% c SEWAGE DISPOSAL LUMBER GR. SQ.FT.GAR ® 3/<c HOUSE SEWER FINAL INSP. ROOFING // / 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 Ah 7191 AAL GROUND PLUMBING /s/DERGROUND 24/4 A.C. UNIT COLL. AREA SLAB GRADE J//J,7 PI Ak ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS S ER ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. ^, GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING �`cu. yd. $ plus x$ =$ LUMBER GR. FINAL INSP.3 / 4 [ FRAMING d 3� �� FINAL INSP. ROOFING // / REMARKS. VENTILATION FIRE ZONE ROOFING: FIREPLACE SPARK ARRESTOR GAR. FIREWALL THING / L� MESH INSULATIONISOUND 9� FINISH GRADING FINAL INSPECTION l) /� /) J /` 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 11/8/91 1 Type of Permit I La Quinta No. 10976 Permit # Owner Name Joe W. Stemmer Log # � (Yi No. _d -2M Street city La Quinta zip 92253 Study Area 112 APN # Tract # J Lot # Square Footage 11200 Type of Development Single Family Residence I No. of units 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: This certifies that school facility fees imposed pursuant to Government Code 533080 in the amount of Fi—.5-8--1 X 1 00 or $ 1,896.00 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 Joe W. Stemmer Telephone , 5644580 Name on the check By James E. Lively Assistant Superintendent, Business Services Fee collected /exempted by Vickie J. Durrett Signature r� Paymentltecei :.� Check No. 88 1 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 T-vit 4 4RuW0 P.O. Box 1%4 7S 105 CALLE ESTADO LA QUINTA. CALIFORNIA 92253 Contractor foe Stemmer. Owner Joe Stemmer Address 52425.Rerrara, La,Quinta Job Address _52-950 Mendoza La Quinta City License No.: 211 Expires: 1/92 Bldg. Permit No.: This form shall be posted on the job with the Building Inspection Card and it shall be the -duty of the General Contractor or if Ovner-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��• of Workman's 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. EXPIRES 1• Grade & Excavate Date Land 031 112--1-41Q1 31.28 2• Pipelines none 3. Cement -Foundations Desert Cities 502764 4. Cement Walks & Drives same as #3 S. Asphalt Paving same as #3 6. Framing Ron Ruff 582 12/31/91 458575 -,2. 31 /9 2 7. steel Structural none B • Masonry- none 9• Plumbing Edwards 2210 6/1/92 458510 3/31/92 10. Lathing Paul White' 248 - 7/1/91 289676 8/31/91 Ll. Drywall Mark Auri Ptte 128n 1 2l�Q1 11.51_211.1_ 1 131 /9? L2• Plastering same as 10 t3• HVAC Artic Air 930 9/26/91 351544 2/31/92 14• Electrical Raceway Elec. 6220 6/26/9. 529649 17./21/9 L5. Roofing Rubin Vas =uPz 11 575 /---r�1-rQ? 456498 8/31/91• 16. Sheet Metal same as 13 17. Floors -All Types owner 18• Glass - Glazing owner 19• Insulation/Weatherstrip Schmitt 3062 6/13/92 22117 1/-41/q 20. Sewage Disposal same as #1 21• Painting/Decorating Owner 22• Tile Owner 23. cabinets -Installations Dian Cabinets 739 3/5/93 487322 4/31./92 24. Ornamental. Metal none 25- Fences/Blockwalls owner 26• Landscaping owner 27. Others 28. DO NOT REMOVE THIS CARD Before Final Building Inspection Will Be Made This Form Must Be Comoleted and Filed With Title 24 ratr-c ="A viAnc Certificate of Compliance: Residential (Page 1 of 2) CF -IR Joe Stemmer zT/30 �9 ,WoJectTl e a Dale L,a Quinta Project Address John H Hacker ( 619) 327-4565 Building Permit I Docum en to don Author Telephone Point System -- /S Checked By/ Date Comp Uance Metbod (Paduge, Point system or Computer) CUtnate Zone Fdoto=emt Areary tlu Only GENTERAL INFORMATION Total Conditioned Floor Area: 1250 ft2 Building Type: Single Family Hotel/Motel (check one or more) Multi -Family (less than 4 stories) Addition Mul6Tam ily (4 or more stories) Ezist.ing-Plus-Addition Front Entry Orientation: North ).�a_st / South/ West/ All Orientations (circle one or more) Number of DweDhg Units: Floor Construction Type: Slab Raised Floor (circle one or both) Q�pF ESS/p�, Infiltration Control: Stanch fight (circle one) �0 SEN R y ti ql� BUILDING SHELL I NNSULATION rn u., Component Insulation Location/Comments R 3-31-93 Type R -Value (attic, to garage, typical, etc.) Wall .............. RR— Ig CIV 11. -Wall .............. Of CAL`VF ) Roof .............. R— 30 Roof ..... I....... Floor ............. Floor .............• Slab Edge..... 0 Typical GLAZING Shading Devices tet■ Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (SO (single, double) (roller blind, etc.) (shadescreett, etc.) (yes/no) (metaWood) Front.... (E) 3-7 Double None None Yes Metal Front.... ( ) Single Left...... (j) l Double None None Yes Metal Left...... ( ) _F Single Rear..... (LU) O Double None None Yes Metal Rear..... ( ) Single Right.... (0) c 4 Do tbbl None __ None Yes Metal Right.... ( ) Single Skylight....... Skylight....... 01 Double None THERMAL MASS Type/Covering Arta Thickness (Ilah►exposed tDr- etc.) (so (inches) Location/Description (t tchm beth. etc.) Slab/Exposed ��C) 3j_ Kit cben/Bath/ Entry 1 V 6A , Certificate of Compliance: Residential (Page 2 of 2) CF -1R Joe Stemmer 4 30-1I l P ojedTIUC Date HVAC SYSTEMS Maximum Furnace Heating Output: 4.3 -4 2. ISBN HOT WATER SYSTEMS Tank Manufacturer/ModeI # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) STD. GAS 50 GAL OR LESS APPROVED MODEL. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) 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 2, 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 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: Tide/Firm: Address: Telephone: Lic. #: (tignawre) (date) Documentation Author Budding Owner Name: Tide/Firm: Address: Telephone: (tignaturt) (date) Enforcement Agency Name: JOHN H. HACKER Name: Tide/Firm: JOHN H. HACKER b ASSOCIATES Agency: Address: 4501 E. SUNNY DUNES ROAD, OD Telephone: P SPRINGS CAL. 922 4 Telcph 619 327-4 6 Q " Minimum Duct Type (furnace, air Efficiency Location Duct Output . Manufacturer/Model # conditioner, heat pIIrnp) (SE, SEERHSPF) (attic, etc.) R -Value (Btuh) (or approved equal). FURNANCE �1 a TTT 4.2 4(D, 000 PSD P 5fi0A tiO4,�OU O AIR—COND. q.5 ATTIC 4.2 X1,300 qop 5,At% tL04�,L(%tc0 Maximum Furnace Heating Output: 4.3 -4 2. ISBN HOT WATER SYSTEMS Tank Manufacturer/ModeI # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) STD. GAS 50 GAL OR LESS APPROVED MODEL. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) 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 2, 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 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: Tide/Firm: Address: Telephone: Lic. #: (tignawre) (date) Documentation Author Budding Owner Name: Tide/Firm: Address: Telephone: (tignaturt) (date) Enforcement Agency Name: JOHN H. HACKER Name: Tide/Firm: JOHN H. HACKER b ASSOCIATES Agency: Address: 4501 E. SUNNY DUNES ROAD, OD Telephone: P SPRINGS CAL. 922 4 Telcph 619 327-4 6 Q " Mandatory Measures Checklist: Residential MF -IR 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 rzqu rcments 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. . DESCRIMON DESIGNER I ENFORCEMENT Building Envelope Measures * §2-5352(a): Minimum ceiling insulation R-19 weighted average. §2-5352(b): Loose fill insulation manufactu is labeled R -Value. * §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). J §2-5352(k): Slab edge insulation -water absorption rate no greater than 03%, water vapor transmission rate no greater than 2.0 penTifmch. 0 IA §2-5311: Insulation specified 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. 01A §2-5317: Infiltration/Exfiltmtion 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(c):Special infiltration barrier installed to comply with §2-5351 meets CEC quality / §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight faring, 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 Me2sares §2-5352(8) 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-fired space beating equipment has intermittent ignition devices. ✓ §2-5314: HVAC equipment, water heaters, showerheads and fancets 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. 1� A §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on beater. b. Weatherproof instruction plate on beater. 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 12-53520: Lighting - 25 hunens/wan or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intcrminent ignition devices. ✓ §2-5314(a): Refrigerators, refrigerator-froczers, freezers and iluorescrnt lamp ballasts certified by the CEC. Indicate make and model number. C� U L- de–Y T 1 C3 � R I—E en", JOHN H. HACKER, CIVIL ENGINEER, PALM SPR IAGS 327 NAME ------- Joe Stemmer ADDRESS----La'Quinta DATE ------- 4/30 91 MANUAL J FOR HEATING AND COOLING LOSSES AREA BLDG' 1250 SCl. FT.. PERIMETER 143.5556 LIN. FT. INSULA<aTION R VALUES .FLOOR 0 ..CEILING 30 ..WALL 19 ..DUCT 4. AREA NORTH WINDOWS 04 S0. FT. PERCENT OF AREA 4.03-68-33 AREA EAST WINDOWS 37 SCO. FT. PERCENT OF AREA 2.7673-3 AREA SOUTH WINDOWS 39 SGS. FT. ' PERCENT OF AREA 6.656695 AREA WEST WINDOWS 0 SOFT. PERCENT OF AREA O AREA SKYLIGHTS () Sit. FT. PERCENT OF .AREA 0 TOTAL WINDOW AREA 1SO SO FT. PERCENT OF AREA 13.46'298 THE U VALUE- OF THE WINDOWS IS .E.5 DUAL PANE SOUTH OVERHANG LENGTH 2 INTERIOR THERMAL MASS AREA 230 SO FT. INFILTRATION(STD 0.01S, MED 0.014, TIGHT 012) _ .013 HEATING LOSSES FOOTING LOSSES... 5157.e49 BTU CEILING LOSSES..: 1315.778 BTU WINDOW LOSSES.. 3627 BTU WALL LOSSES.... 154.985 ETU INFILTRATION LOSSES... 5963-36B BTU TOTAL HEAT LOSSES BTU/HR.. 17593.96 GAS FURNANCE SIZE 43242.15 BTU OR 45,000 BTU COOLING LOSSES FOOTING LOSSES... 18.43 -BTU CEILING LOSSES... 1E97.773 BTU WINDOW LOSSES... 14320 BTU WALL LOSSES.... 1963.7'34 BTU 1 INFILTRATION LOSSES... 2567.64 BTU NO. OF PEOPLE... 5 COOLING LOSSES. 200o KITCHEN... 1500 BTU DUCT LOSSES INCLUDED IN TOTAL TOTAL COOLING LOSSES(SENSY 31401.12 BTU POINT SYSTEM SUMMARY: CL INATE Z01'•.IE 1.15 P—' R PROJECT TITLE=Joe Stemmer, DATE-4/3�i/'�1 JOB SITE= La 6inta BUILDING DATA CONDITIONED FLOOR AREA='1250 NUMBER, OF STORIES= 1 SLAB/RAISED FLOOR SLAB TOTAL GLASS AREA. 18(:). SCI. FT %GLASS13. 462,98 CHECP.` ALL APPLICABLE UNIT TYPE CONDITIONS) (X) SINGLE FAMIL`,( DETACHED (SFD) ( ADDITION ALONE SINGLE FAMILY ATTACHED (SFA) ( :� EXISTING BUILDING MULTI—FAMILY (MF) ( ) EXISTING—PLL IS—ADDITIOhlI SCORE CARD MEASURES POINT SCORES 1.CEILING INSU. Ski —- ...WALL INSU.. 19 (_' 3.. RAISED. FLOOR INSU i) i) . 4. SLAD EDGE INSU, f) O.INFILTRATION STANDARD ci 6.GLASS HEAT LOSS DUAL PANE U= .65 3 SUM 1-6= ( 1 7 . SHADING ( SHADE OPEN) SC= .6776 A. NORTH 4. 038893 X .6776 = :.756754 —1 B. EAST .76759 . X .6776 = 1.870185 D. SOUTH 6. 65,669 '15 X .6776 = 4. 51 c _5 / 60 E. WEST O X .6776 = 0 —1 H. Sb::YL I GHT 0 X .77 = 0 0 S. SHADING (SHADE CLOSED) SC= . 59(--)s A. NORTH 4. 058Sg5 X . 5308. _ 2:. 34078' —1 B . EAST .. 7 6 / 39 X . 5303 = 1.6073 —1 . C. SOUTH 6. 65ED- 69 X J8()G = .�. �v66�U� -1 D. WEST X . 53c_i3 = i i 6 E. SI,::YL I GHT 0 X .77 = 0 9 INTERIOR THERMAL MASS 2.064'3l' ,2,Z3 0 lei. EXTERIOR WALL MASS 0 SUM 7-1C-) =(-3 11 . HEATING SYSTEM . 7:2- S. E. -X. S22 0 1. COOLING SYSTEM 9..5 SEER X.81= 7.695 7. 13 WATER HEATING S.G. ci TOTAL POINTS 0 GLASS AREA 54 37 0 GLASS 4. 0238 6 933 2. 767^'? ci t� `` o, +,Y : � s DAN RILEY CALVIN C. KAMINSKAS a , Seater. Wetghls & M90sUie! Assistant commissioner (714) 275-3030 (714) 275-3000 • �► pis' . OFFICE OF . AORICUUURAL COMMISSIONER JAMES O. WALLACE, commissioner 83-612,AVenue 45• Suite 7 Indio, CA 92201 (619) 342-8291 DATE 1 G��� �9 CASE NO. CCK DEVELOPER'S NAME! Joe 5:6,e totem*c— ADDRESS: La Ct4 `1 z -i -5-3 TELEPI IONE: (�vl' 9) .SC i iY S 1-�0 Of 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. l Agricultural Conmissi r s Office S. cc: Indio and Riverside 4080 LEMON STREET, ROOM .19, RIVERSIDE, CALIFORNIA 92501 — FAX (714) 275-3012 0 TRUSS DIVISION THE A.C. HOUNON `LUM5ER'-00-:-%` 'Lumbermen Since .18847. 83-490 Indio Boulevard :. Indio, California 92201 /(619) 347=9754 MEMBER UU Wood Truss Cvwnoll , IV wilm of Amen -Ica 'HOUSTON LUMBER, CO. INDIO, CA �U.B.C.T.4NDAR!� 25-17 GT. Q SECT. 25.1738239 NER-275 QUALITY' .AUDITED BY TIMBER PROD—OCT-1) INSPECTIONS INC. CONTRACTOR: TOE ST _�h'I f!Y_I__C_S JOB NAME: JOB ADDRESS: LA Q Q i NTA HYDRO,AIR' . o .a rxw a LOA ►..w e�ur twof mays e nig x+a v=3�—� CONNECTOR PLATE CODE APPROVALS. BOCA 86-93 HUD/FHA TCB 17.08 ICBO 1591 sBCCI 8712 � z TRUSS DIVISION THE A.C. HOUNON `LUM5ER'-00-:-%` 'Lumbermen Since .18847. 83-490 Indio Boulevard :. Indio, California 92201 /(619) 347=9754 MEMBER UU Wood Truss Cvwnoll , IV wilm of Amen -Ica 'HOUSTON LUMBER, CO. INDIO, CA �U.B.C.T.4NDAR!� 25-17 GT. Q SECT. 25.1738239 NER-275 QUALITY' .AUDITED BY TIMBER PROD—OCT-1) INSPECTIONS INC. CONTRACTOR: TOE ST _�h'I f!Y_I__C_S JOB NAME: JOB ADDRESS: LA Q Q i NTA HYDRO,AIR' . o .a rxw a LOA ►..w e�ur twof mays e nig x+a v=3�—� CONNECTOR PLATE CODE APPROVALS. BOCA 86-93 HUD/FHA TCB 17.08 ICBO 1591 sBCCI 8712 Stemmer GE1 A.C.Houston.Truss,lndio Standard Plan Extended Scale: 3/32" = 1' T1 I . T2 . N Vf 30' 2'1--- 31 *---12 T3 T4 N v 2 H 13'- '-42' T5 1 2 H 15 0 04 GE2 2i—z T6 2 �20'�-{I2• T7 • 1-2o• --- Ix• Stemmer Roof Truss Layout. A.C.Houston.Truss,lndio Standard Plan Extended Scale: 3/32" = 1' LICENSED TO A.C. HOUSTON TRUSS, INDIO fC) COPYRIGHT KEYMARK ENTERPRISES. INC. 1990 TYPE OF TRUSS - CABLE�QROFESS—Ip ` �-� �� NOTES: I. Web_ Members T.C. LL+DL = psf be 2x4 standard B.C. DL = SPACING �\ I grade . or better of same Wind Load 15 pef species as chords.*(Notes For ?o Psf wind Ion, 0.13143 (. �_ _ _ _ _ brace stronghnck �c - Dp..3-31-93 I ' �T T-ZCIVI — — — -- ATE OF 2 x 4 Brace I I A 61.0„ �.O , fix, 3x6 2x4 or - - 3-14 Ge, x 2" Staple a 41 45° 45° min 2 x 4 Strong BaoY 1 Framing Framing Anchor Anchors 'L 4 Strong �aoY 2-10d construction DFx 15" o . 1 3x6 ' Elegy tion I t• L -To mber Grades 3 1/?q Increase 3x6 framing anchor @ 48"0 -DESIGN LOAD TOP LL= 16.0 PSF TOP DL= 14.0 PSF . BOT -LL= 0.0 PSF BOT DL= 10.0 PSF* e5PSF REDUCTION TAKEN IN AXIAL 9TRE99 ONLY OUR OF LOAD INC 1.25 SPACING 24.0 IN 0/C. NON-STANDARD LOAD NONEI F; LBS SECTION ECTN PS JT REACT MIN ERG 9 1065. 3.50 " HSR LEN FORCE MBR LEN FORCE 1- 2 3.72 -5298 9-10 5.78 4731 2- 3 3.54 -4776 10-11. 4.71 4344 3- 4 3.54 -4084 11-12 4.71 3751 4- 5 3.54 -3218 12-13 4.71 3751 _5-6 •6 3.54 -3216 13-14 4.71 4344 6- 7 3.54 -4084 14- 1 178 4731 7- 8 3.54 -4778 •Concentration W cnn.vuclon load% gnat" IhaA IM 041,0^ 4 TM design alaum@f complegs.On Chords flop ar botto-1 are favised al the option of In I a ab„talar Or architect 8- 9 3.72 -5298 .Np loads oih4r than IM wo•gwl at Ih+ oroctals Shall be sopl,od Is -s -on are M1 fuly by a' Property Applied rlgidcalllling 1 Ilay should be I>.Acod at a maetm urn ldactng Ol 10.0'• O.C. 5 9 . 12 TOTAL LOAD DEF 0 JOINT 12- 0.958" L/DEF=381 L= 385.0 REC CMBR= 0.88" TOTAL LOAD HOR DEF - 0.481" ii in J Lk tn MBR FORCE HBR FORCE MBR FORCE LUMBER SOLUTION 2-14 -156 4-13 375 6-11 375 ponS for Light Metal Plate Connected Wood Trussat, 01 the 3-14 314 4-12 -703 7-11 7451 TOP 2X4 DF -L #1, 3-13 -451 5-12 1822 7-10 314 BOT 2X4 DF -L toll, the pint un4ss ofharw,se stgwnmaterials • 8-12 -703 8-10 -158 WEB2X4" OF -L #3, ALLOW FOR HORIZONTAL MOVEMENT AT 1 OF THE SUPPORTS 5 . 4 5X8 8 d2, 4.00 3 3X4 / 3X4 % 7 4.00 2 3X4 / 3X4 % 8 1 2X4 % 2X4 / g 4X12 - 4X12 - 8X8 - b 3X4 - 3X4 -. 3X4 12 3X4 - - 14 13 11 10 * Cont. 1X4 Lateral Brr bd/2-8d Com OftdMM 31- 0- 0 w M �1 (FT, INCHES, 16THS) X14 - ENG VERs 3.085 DATE 4/23/91 .JOB ID KS31SC SHEET OF SCALE= 0.125/1.0 NINDLINfr, AND (pFCTION DESIGN INFOOUATION MATERIALS AND FASPICATION Npdbnq a -d E,gl.n- A- wet the rfSOOnSd•l.lr of Me designer 003.9. mfelS .,In Into Isle -it rw,LOn of National Design SOecr• •Plate$ shah not be mslalled ore, knots. knolholeS Or d,sto,led n••h•N,r..w.w.,tawh,••• • the bcal,on For Slim Grade Lumo•r andklla Fa%l.nm s of Ina grain Members shalt be cul lot Iighl filling wood In wood t,VN•l A.• 10 be M••d w•Ih particular C\fo during bard,ng National Forest Products ASsoc,stion. and Design $"cifics• bearinga-dr0, bundt•ng dto,..••r and ,nftal&urvt ro a.od damage ponS for Light Metal Plate Connected Wood Trussat, 01 the •Plale centerlines and pini CeniglfineS Shap Co-C,d• e.ceol as t+mpn,ar,and P4•-ow•-lb,aCIn010'hOldmOIIuSS►a,ha Truss Plate Institute $TPI) Olhol-se shown P,glghl end plumb l.p••unn and ler,aLtlmg &Igloo offices then NOTE •DOvb• Cutsstroll mt@I ■1 Ina Lf^If rl.nf$ O On w1D member f s b4 0+.�q-M and,n.r4-•n tri. a,M,$ s COnneCTOr p141e$ Shag be bcslod on both fact$ 01 IM trust the is unteff Olherw,sn shown •(:P etv winging q ..%•nu.f and @,action bracing .e always with nails p,ovarty Imbedded and shall be symmell,e Af about .AII m ,la",alS are in accordance ..In the 8ppl,Cg0.e S@Clon on r.,ro•e NNmar p..{alit pnary •clan to, hullos t.oWret the pint un4ss ofharw,se stgwnmaterials of the Tort Design Spoc.I,CAtionf Such 10-00,0,7n -00,1,7 br.• -) ruling .n$&llef a. beh.09 .11VUat to j An bracing and arer1.0A 1eC0mmer44l-0nS orf to be lollowed• eFastaner sites shown arra actual manufactured saes and may a'o.dIt.M'nIend ne-n•ng Mac cordonC@..th'braungof•,poduwsesEIWT16atTPI need to beincreased ,n•stteto. artoonhan tin C 0 ganOrOr snC• .ThefuO+r••%,onofe•eir me, of lrvu.7 Shan be under the control �.It an e+dt.dwt ttuus0 urn reaui,a$ "nor• than one Iruu, lion of variant 4.vane-c M - IM nitallellon of buts@$ P10101• trusses shah be Ie Cricated as a $.Dente unit• then railed of - -Camber as shown on this drswv,g t% that recommended for 1.0-e1 so -c a swap be tr�ughl d-osdlld - boned logelhor as noted. i ntimal Conditions of loading and &brKalon Camber may be •Concentration W cnn.vuclon load% gnat" IhaA IM 041,0^ 4 TM design alaum@f complegs.On Chords flop ar botto-1 are favised al the option of In I a ab„talar Or architect load$ on allwoo be eper••rs 10 l,u$%•1 11 any time Conlvw"ousl bracad by 4 .Np loads oih4r than IM wo•gwl at Ih+ oroctals Shall be sopl,od Is -s -on are M1 fuly by a' Property Applied rlgidcalllling IO buses* unto After ap &soli'" and bloc" to complefed Ilay should be I>.Acod at a maetm urn ldactng Ol 10.0'• O.C. . DESIGN LOAD . 13-14 4.71 4344 MBR LEN FORCE MSR LEN FORCE MBR FORCE MBR FORCE MBR FORCE LUMBER SOLUTION TOP LL= 16.0 PSF 1- 2 3.72 -5298 9-10 5.78 4731. 2-14 -156 4-12 -703 7-11 -451 ALLOW FOR HORIZONTAL MOVEMENT AT 1 OF.THE SUPPORTS TOP DL= 14.0 PSF 2- 3 3.54 -4778 10-11 4.71 4344 3-14 314 5-12 1822 7-10 314 TOP 2X4 DF -L N1, BOT LL= 0.0 PSF 3- 4 3.54 -4084 11-12 4.71 3751 3-13 -451 6-12. -703 8-10 -156 BOT 2X4 DF -L N1, BOT OL= 10.0 PSF* 4- 5 3.54 -3216 12-13 4.71 3751. 4-13 375 6-11 375 9- 8 -5298 WEB 2X4 DF -L N3, *5139F REDUCTION TAKER 5- .6 3.54 -3216 13-14 4.71 4344 IN AXIAL STRESS OM.T 8- 7 3.54 -4084 14- 1 5.78 4731 OUR OF LOAD INC 1.25 7- 8 3.54 -4776 4 5X8 - SPACING 24.0 IN 0/C 8- 9 3.72 -5298 NON-STANDARD LOAD 1 5 9 12 JT LBS SECTION PSF . tions lot Lrghl Metal Plate Connected Wood T,W soli of the•Pta NONE NONE 2 3X4 / JT_ REACT MIN ERG 0 orwisa shown alratgM •••0 olu-0 DOa•l._ ar•d lot retistng lat.181 10 -Cee shall 2X4 \ 8X8X8 g . 9 1065. 3.50" . M O.a M.M hire-.oM Others *n 1 Connector plates than be IOC also n. both facet OI lna lives TOTAL LOAD DEF ®JOINT 12 = 0.958" ALLOW FOR HORIZONTAL MOVEMENT AT 1 OF.THE SUPPORTS L/DEF=381 L= 385.0 REC CMBR= 0.86" In Ln TOTAL LOAD HOR DEF IM 10-1 ..'.is otherwise shown • materials of the TPI Design SoeC.f.Cationf EXCEPTION WEBS 9- 8 2X4 OF -L N1, ENG VERs 3.085 DATE 4/23/91 JOB ID KS3ISCC SHEET OF 03 NA40f, ING AN f OFC f1QN DESIGN INFORMATION 5 I•■nry•np A -d E,•cl•dn vrr -01 the oworis b -h17 of Ih1 designer 0.4gn meals with the !ales! reviLOn of National Dss.gn Soea• ePtates shall not be Installed over Shots smotnotes or distorted 4 5X8 - 8. grain Mambas shall be cul lot t•*hl filling wood In wood Ttwa.s @,a to ba h.nd�.d with pail.tular cVa dunng banding 4.00 3 3X4 / 00 3X4 \ .red, o, bynd'•ng d.,•v•,T 7-d •nin141•on to 8,0,4 damage tions lot Lrghl Metal Plate Connected Wood T,W soli of the•Pta T 2 3X4 / 3X4 \ 8 3X8 0 orwisa shown alratgM •••0 olu-0 DOa•l._ ar•d lot retistng lat.181 10 -Cee shall 2X4 \ 8X8X8 g . M O.a M.M hire-.oM Others *n 1 Connector plates than be IOC also n. both facet OI lna lives 4X121 - X12 - with nada 0100411y .-bedded and Shell be Syr,im.11.eal about •Aum ,ler.als are n ar.Co,d.nC. wan the applicable Secl.o. on In Ln .Mussed 'Nosh at girt ■..,.o.•.ry acl.on to, trotter re0u.ret IM 10-1 ..'.is otherwise shown • materials of the TPI Design SoeC.f.Cationf I.C. bmfvl,.,y b•IC•ng dur.•g npplalgn beh..an Irytl-t 10 j All bracing and atsChon r9to--• daI o -S are 10 be followed •Fastener sites shown ata actual manufactured files and may 8X8 - 3X4 - 3X4 - t need lobe inCressed.n &,:@ lot cert... handling and/or arec• C!, •Ina loos-••sionde•ecl+sn Ol !ruff •7 hall ber under the control 3X4 - 12 13 3X4 11 O, C.•.OnS Arps,,*nced .n IM .ntlall.l.dn of trusaM Pr*t•s• trus.Ns Shall be Iab,"ted As A se Datae Unit, then nailed or •Camber as shown on this d,awng It that recommended lot 14 10 boned together as noted normal Conditions of loading and Iab,Kal.dn Cs-nbef may be * Cont. 1x4 Lateral 8r b0/2 -8d Com 000dpN 31- 0- 0 (FT. INCHES, 16THS) SCALE= 0.125/1.0 NA40f, ING AN f OFC f1QN DESIGN INFORMATION MATERIALS AND FABRICATION I•■nry•np A -d E,•cl•dn vrr -01 the oworis b -h17 of Ih1 designer 0.4gn meals with the !ales! reviLOn of National Dss.gn Soea• ePtates shall not be Installed over Shots smotnotes or distorted t•. M■..man."achy• .. • itCabon For Stress GraN lump!, and IIs Faa..n." of the grain Mambas shall be cul lot t•*hl filling wood In wood Ttwa.s @,a to ba h.nd�.d with pail.tular cVa dunng banding National Forest Products Association and 0lstgn ilc, ies• bearing . .red, o, bynd'•ng d.,•v•,T 7-d •nin141•on to 8,0,4 damage tions lot Lrghl Metal Plate Connected Wood T,W soli of the•Pta Io cantedth@s and pini centalnes shall coincide e.cebt as f•mpn.aya^doet•nan•-Ibre c•n0 lot hold-*ltuss►1.nI Truss Plate lnssmule (TPI) 0 orwisa shown alratgM •••0 olu-0 DOa•l._ ar•d lot retistng lat.181 10 -Cee shall NOTE •0oubi Cuts on web members shall most of IM c•-le•hnes of M O.a M.M hire-.oM Others *n 1 Connector plates than be IOC also n. both facet OI lna lives the JS Unte Ss o1nHw.s! sr•Own •I. ai silo. h.nd,.ng .s •aa•^nil and .reci.OA brat. -Q h afwayt with nada 0100411y .-bedded and Shell be Syr,im.11.eal about •Aum ,ler.als are n ar.Co,d.nC. wan the applicable Secl.o. on .Mussed 'Nosh at girt ■..,.o.•.ry acl.on to, trotter re0u.ret IM 10-1 ..'.is otherwise shown • materials of the TPI Design SoeC.f.Cationf I.C. bmfvl,.,y b•IC•ng dur.•g npplalgn beh..an Irytl-t 10 j All bracing and atsChon r9to--• daI o -S are 10 be followed •Fastener sites shown ata actual manufactured files and may avoid frK`nr.n*,••d 000, -.r.* M sccordance wilh bracing Otwiood trusses BWT 1601 TPI need lobe inCressed.n &,:@ lot cert... handling and/or arec• •Ina loos-••sionde•ecl+sn Ol !ruff •7 hall ber under the control 3 I an Individual t"Sed unll reOUII.S more than one little. tionbrocedures O, C.•.OnS Arps,,*nced .n IM .ntlall.l.dn of trusaM Pr*t•s• trus.Ns Shall be Iab,"ted As A se Datae Unit, then nailed or •Camber as shown on this d,awng It that recommended lot ,,on., 6dv2..hill be sougtll d need -d boned together as noted normal Conditions of loading and Iab,Kal.dn Cs-nbef may be •Conc•nitolonor.co„it,uciomloadsgreater thatsthe des.gn a.Thadasgn■Stam.sCompress.olr:hadsltopdboltorhlare lenlsedatheoption ofthe labiaslog a,arenlCt loadssh all -1 be ACo,-.d to I'VIS-0 it Any II -re Cd,h-Iqusly braced by aMalh.ng. Where bottom Chords in e .hep load. other then In9 w••ghl of the Hecto,s shalt be scrolled tenfiOn Pe rot !lolly braC W t>y • D, dpetlT appfed rod "'hg' fo uw,•t unla Mit an temooing and bracing is completed they shouts b braced al • mad,wym ap.ung pl tg"' o e. DESIGN LOAD TOP LL= 16.0 PSF TOP DL= 14.0 PSF BOT LL= • 0.0 PSF BOT OL= 10.0 PSF* .5PSF REDUCTION TAXEN . IN AXIAL STRE33 ONLY OUR OF LOAD INC 1.25 SPACING '24.0 IN 0/C NON-STANDARD LOAD JT LBS SECTION PSF NONE NONE :JTn REACT CT MINB3.SG0n MBR LEN FORCE MBR 'LEN FORCE MBR FORCE MBR FORCE MBR FORCE 1- 2 6.35 -1542 3- 4 7.29 1414 2- 4 538 1- 2 -1542 3- 2 -1542 • 2- 3 6.35 -1542 4- 1 7.29 1414 1 2 3 4 ALLOW FOR HORIZONTAL MOVEMENT AT 1 OF THE SUPPORTS 3 510. 3.50 TOTAL LOAD DEF 0 JOINT 4 0.152" L/0EF=999 L= 175.0 RECOCMOBR 0. 18" TOTAL LOAD HOR DEF Its 2 I j2, 6X8 - 4.00 V T - v 1 b Ntnr l� 5XE b a • Cont. 1X4 Lateral Brc9—Ndq�?/Ad Com X14.00 0/A 2599YW�:15- 2- 0 LUMBER SOLUTION TOP 2X4 DF -L fl. BOT 2X4. DF -L #I. - WEB 2X4 OF -L #3.. EXCEPTION WEBS 1- 2 2X6 DF -L #2. 3- 2 2X6 OF -L #2, ENG VERS 3.095 DATE, 4/23/91 JOB ID KSI5SCC SHEET OF (FT, INCHES. - 16THS) SCALE= 0.250/1.0 rrehl•r••Iri A ND ED EC fr^N - -01 lha.rf;ponsCrh(q DI the designer DESIGN INFORMATION OarpnmeatS with Int latest revri•on OI National DeSrgn Specs- MATERIALS AND FABRICATION •plates Shan nal be installed over tnols knotholes or distorted tv-n••-j a^d E -action a•a • hcalion For Stress Grade Lumbar and If% Fasl:m^Qs of the pram Memoers Shan be Cul for light filling wood in wood •.••^. rule m.r..la�ru••r r••raaaS err, Id ha M^dear? w•Ih pa.hculat Coif Out -no banding National Forest Products Association and Dei-gn $".Cana• bearing dal^-.•, rn•nslahal•onloawrddamago Pont Iof 11,hl Molar Plais_Connocled Wood Trusses. of the •PlalecenlarfinfSand jontcentenmefSholleowcdoP.ceofas . a••lr+•rt.^dl.+g 1.—r •a•ya-1N•^t,^•-t Or6ctnp for holding truss* r tti 161.161 IOICa short -*sitting Trust Plate.1lrlule (TPI) NOTE OlherwrSt Shown --Doubt cuts on web members Shall meet at the Cenlerinef, of . he pa„Hunt 1b 0'61^.0 jha r..... 6^d a M .nA +ter tenon r•• nlMrs I CMMc10I plata Shall be bCfled nn both ISCe% 01,1h* IIVf• thew is unl•,st otherwise shown gryd •l'e••'u, n•^nr.•p rs acv -4N and a•eclron bracing a atweys, w•lh nail%proo.rly imbedded and Shall be fymmelf _at about -All In .lehats are n accordencr wdh the lool-caDre Section on malfrrals of the TPI O.S.pn SDOCrhCohoM rer0,...•J M•trmel p.•„r .r.nr•ary ec Pon Ior Il.$so* requires b•�•por%•1 brac•nQ 9VIMtg M/lallatrgn between IIVt%e% IO the joint unlell otherwise shown 2 All bracing and a bort recommend61o.l era 10 be fonow.d •F,flener fila srw�-n .re actual man„Lctdl•d steers and may , IVC- a vnM"'Vi•g a4 dis •1••g Inaccordencewtlh broCtnQorwoodsrussolOWT 1601 TPI roebe inCleafedntrlf lOf caftan hand4ng indrDl •reC• . •TM fuparv's•n^nlerecl•In OI IrVlsel shall be under the Control 3.11 an InElvlduel trussed unit regVrret mole than one Ims, -on tra+prOC as of •Camber asShown On Ihrf OrawnQ is that recommended for 00 Oertons al0errenced •n Ire nUO4lron of trustee Ptales• Iruases Shall be fabricated as a faparale unit• RMn nailed 0. normal Conditions Of loading and Vbrcaron Camb61 may be Coonel •dvee 6.611be tnupa d Med+d bo11ed together of roMd. - revnedalthedobd.ofthe laDr•estar ofarennecl •Co•c•^treten or conaI.utlon load's greater than this deagn a Thedesignaawm•1Compessoonchordsflog,orbolloml err• 6 ., ttedasn$it nor be *Dot':; to lrufs46 al any lint• eonlr.wwSlt b%Ced til Uvajhnq Where bottom ChadSm . I NOIO•da other Ihan L• ...•pM of IM v►Clors shall be applied tons -on err• not fully braced by a p•oorrty %DOI•ed riga ceiling. to crus$as unle 611%1 air lesson” and gracing -a Comc"led. _ they should M braced at a ms -I -um SOaclnO of l Q' O••O.C. ' is DESIGN LOAD TOP LL= 16.0-PSF TOP DL= 14.0 PSF BOT LL= . 0.0 PSF BOT DL= 10.0 PSF* *-PSF REWCTION TAKEN IN AXIAL STRESS ONLY OUR OF IN10//C NON-STANDARD LOAD JT LBS SECTION PSF NONE NONE Ji REACT . 3 MINBSG0„ 3 510. 3.50" TOTAL LOAD DEF 0 JOINT 4 0.152" TOTAL LOADLHOR DEF REC0.0072" 0.18" MBR LEN FORCE 1— 2 6.35 —1542 2— 3 6.35 —1542 1 L. 2 T. d .a Nin a 4.006 MBR LEN FORCE 3— 4 7.29 1414 4— 1 7.29 1414 3 4 MBR FORCE MBR FORCE MBR FORCE LUMBER SOLUTION 2— 4 538 TOP 2X4 DF—L N1. BOT 2X4 DF—L 01, WEB 2X4 DF—L M3. ALLOW FOR HORIZONTAL MOVEMENT AT 1 OF THE SUPPORTS 2 4X4 - 4.00 3X4 - 3X4 - . tn 5X8 -i LA 4 b • Cont. 1X4 Lateral Brcg-N I /;Ad Com MAN DI INC, AND ERIC TIr•N ,a,••y.nq rd E vidian a•• not IN "Sm'sa-1•17 of IM ties.gner n. roue M,r*.n.ntrl*r h.. •• . i•us .1 a•* to De hend-.d --In pathculu CS1e during bandg 'a, punAtng drf•rrrr and vfUNp�On to aro.d damag* rempMar, afnd Derr^a^ems b�o�nifHirno 4l�N 10crla1hI.1 elr erg^I 1M a uma DOa• '^n ^9 M M*.gn*A and r,t*serA M Mhert •C,. e'o nandlrp .s *aa.nr.p and n*ctrpn bred^g N always rd Normal p••Caor.anety arl.on far uss*% *r7V••*bI*oV•le, such ten•(orary D•eC•nC •1u•+•Q .nsbrr01.0n Wrween Trusses to ero•d locr'•^q and dC.m•n.«lip * rhe wc*•••,•o^ d er.cf.,n of ault•s shale w yrrdar Ina co•fotN a1 p•a..pna *.a*rt*nt*d •n The .^,lanalon 01 IMIS" Plot*$• ,.Ona1 edr<e Nan W anvOwl d n**7•d •Concanrralon of cpn,buClon loads gtealsr plan In* dsftgn bad, shaft n01 ba aaartrd tO IrW,*a at sny time •No Ioade Olhet Than It.1 w*•ght of 1^* *,*class thall be soolr*d 101rva Ne unls aher %n f*,r*nlnq std b•aCng rf Completed ENG VERS 3.085 DATE 4/23/91 -JOB ID K5153C SHEET OF vNo.13143 i]�. Exp.3-31-93 0/A25� i5— 2— 0 (FT. INCHES. 16THS SCALE= 0.250/1.0 DESIGN INFORMATION Dss.gn meets with the 101011 /ir.Apn al Nalronal Design SDQU• ficalaOrl For Stress Ge10t lumbrtr and Its FastemnCs of Ih National Forest Products Assoc•ahon• and Oes.gn peC ! Ions to, l M Moist Plate Connected Wood Trusses. 01 Ihs Tru11 PIels�nslduls ( TPI) NOTE 1 Connector glues shall be located on both laces of Isis truss wdh nods proo.ny .mbetsded and shall be fymmsb.Cal about the lo*.1 unfits olho—.16 s^Own 1 All braanq aro election recommendalonS are to be followed In accordance wllh b•aCIN of cod trvss*s BWT 16 of TPI Vf an Indlydual trussed un" #souses% more than one Truss. IruWs shall be fabricated as a Ntotale unit. than hailed Or bnh *d together as noted 4. The design assures comp osson chords (top Or bolloml sq conlinvwsly bated by sheainrrtg, whore bol lom chords to tensor, are rot fully braced by a property opal -ed rigid calling. they should be braced 0 a ma.tmum fpacrng of 10* V O.C. LIATEPIALSANO FABRICATION *Plate. Shall not be Installed over mots. snotholes or distorted grail Members shall be Cul lot Itght filling wood to wood Dealing •Plate eenlerlines and 10rnl Centerl.nei Shall Cor^Cde e.Cept as olherwtle Shown *Doubt Cuts on web me -"IS shall me*1 Of Ih* Cen1e•I•nes 01 the w is unless otherw.Se shown *ATI m .Tends are rn accotdancf wdh The 11DOfrCable sect -on on materials of the TPI D*t.gn Spe0.c3110n1 *Fastens# sties shown air actual manufactured sites and may need to be increased m uta for Coneys handl•nq and/of arec. hon procedures *Camber at shown on this drewtng IS that recommended tor' normal c0^d.1-ons o-load.ng and labrtcalon Camber may be t need at the Oollan of the fabr•eatar at archrleCl a IV DESIGN LOAD MBR LEN FORCE TOP LL= 16.0 PSF 1— 2 4.65 -1510 TOP DL= 14.0 PSF 2— 3 4.59 —1036 BOT. LL= 0.0 PSF 3— 4 4.59 —1036 BOT DL= 10.0 PSF* 4— 5 4.65 —1510 e5PSF REDUCTION TAKEN IN AXIAL STREW ONLY 1 3 DUR OF LOAD INC 1.25 � SPACING 24.0 IN 0/C lions fol Light Metat Plate ConneCled Wood trusses, of the NON—STANDARD LOAD JT LBS SECTION PSF NONE NONE TWISPlaNInstitute lTPl1 JT REACT MIN 8. 3B50r� NOTE 5 680. 3.50" . TOTAL LOAD DEF 9 JOINT 6 = 0.095 L/DEF=999 L= 233.0 REC CMBR= 0.24" TOTAL LOAD HOR DEF = 0.000" II�tn yM, III A- nnr� 2' MBR LEN FORCE MER FORCE MBR FORCE MBR FORCE LUMBER SOLUTION 5— 6 9.71 1340 2— 6 —383 3— 6 380 4— 6 —383 6— 1 9.71 1340 TOP '2X4 DF -L 01. BOT 2X4 DF—L H1. WEB 2X4 DF—L #3, 5 3 4X4 — 4 ­_�A_ nn 5X6 — 8 m i x E'f LT f {� ENG VERs 3.085 DATE 4/23/91 JOB ID K320 SHEET OF * Cont. 1X4 Latetaal Brcg-Nall w/2 -9d Com O/A SPAN 20- 0- 0 '(FT. INCHES, 16THS) SCPLE= 0.250/1.0 NANDVNr AND ECFCTIpN DESIGN INFOQMATION MATERIALS AND FABRICATION N.not•^p a^d Et•! I^,n av• not the resOpnS bday of" designer Nslgnal Design $oecM •Plalet shall not be installed over Enols. anolhptes or distorted n..h. Pore it, n,.n.,r..r,n•. • ficahen For Slrets Grade lumoer and Ila Fs3uni^9s of the pram Members Shan be cul lot tight filling wood In wood few, as ale t0 be h.^dl•d with Dsocular ceta.dumng banding National Forest Products Assoc.adSO on. and Design eedlCs. bear" � 4^111.1burtnl..g 0.111-11 and•nslallabom b 8-0-d damage lions fol Light Metat Plate ConneCled Wood trusses, of the -Plate cente,l,nes and pint tenle"mes shelf coincide nceot as r.�pnr.r,and re•Ta^•^Ibraclnblornold;nolrusseiln0 TWISPlaNInstitute lTPl1 otherwise Shown urnpht and plump po.•r.nn ane for ra.isung Is Is forces shall NOTE *Doubt cuts on web members $14411 meet 411 the tenlerl.neS of . be 0...gn 1 4-11 orae^•vtpv other I Connector 014101 shall be bcsled on bolh face$ of Ih4 lrus$ the w is unless olnerwse shown hnol_q is •..•noel and 9-0etmw orating to .Ce",.e 010040falways w11n 140-11010040f rrmb•drfemm"s d and Shall be syeal about .An m .Ieruts ate m accordance with Me aoohCabte sectbn on ..^,,...d No•n•el 01 4.a.one•y •coon for trustee r.qulrel me fpmr unl•tt otherwise shown mater r215011he r Pl Design Sootd.cehorU such a po,ary brac•111 11,11,#1­9,u1q ma10t101wn between IrvO.f to m 2 All bracing and election IsComendalon4 s 41.10 be lollowed• •Fattener sires shown ate Actual manufactured sires and may 4.0.11 tnephng.•d dom.nn.1-0 In accordance with bracing olw.00d busses BWT f6 of TPI need 10 be..creased m erre for elitism handling andror area• •t hesvp•ro.l•on010..cln of trusses1ha11beUnder the Control. 3.11 an individual trussed unit r a0lrira$ more One Itd t.onoroeedwes 0l. Par ton...D.1•en!M •n the tntlaltlotion Of fru$N$ P101e1• - o. -IrvtseS then be labrc.led as a f0perala unit. loco rsalMd or t. [h *Camber as snpwn on tn.S dnwmg n that recommended lot . Holl.. ae.c. shall be .n.toht 11 ne.d^d boll.d togalemer a -Died normal ca+mllons of loading and labrcatlpn Camber may be Msedaltheo011onorlhelab"Catctararchil •Co^csnoalo^of co^.11..Uorl beds greater then the das.g^ a TM11etynssaunYfcomprafsoncMrdf1100oboltoml are ct bale Malt^osbe coowMlOtruese■ el. any nine tonlwvnully braced by smoothing. Where bottom Chords m a •No l0. de other Ih.n 114• r•..ghl d IM vectory than W eOpfiM Jenson ave not fully braced by $ ProOerly applied rigid calling . 10 irW set ynle eller as le.l.ning endwae••q U compteled they thnuN hebraced of a ma.lmum sprung of t o' 0" o e. AN%M % Ip 0 2 000 lit bib 66.. 66..