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9849 (SFD)All - Q�4t +13 P.O. BOX 1504.N 0 9849. ` Building 78-105 CALLE ESTADO Address 690 f36rgoB1 LA QUINTA, CALIFORNIA 92253' V 4 s - Owner v Sunrase Properties£� Mailing BUILDING:. TYPE CONST.' OCC: GRP. Address 72850 Some.ra Rd. ' A.P. Number City, r Zip Tel. s C,�t Block 188 Palm Desert 92260 3�6--2a.. Legal Description Contractor Same as above - Project Description SRS ti Address 7 State Lic. - ` & Classif. ''533670 Arch., Engr., . Designer , 'Address . Tel.: City Lic. # Tel. Sq. Ft.�6� No, Size Stories New ❑ Add ❑ Alter ❑ No. Dw. Units Repair ❑ - Demolitiori ❑ Permit doss neat. in lude block wails or. City Zip • State ID001 - Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions.of Chapter 9 (commencing with'Section • '7000) of Division 3,of the Business,and Professions Code, and my license is in full force ander r effect.. �p�''� . 9''�; SIGNATURE r' — jr U'ATE .., OWNER -BUILDER DECLARATION " Estimated Valuation' I hereby affirm that I am exempt from the Contractors License Law for the following 9 7aT ® reason: (Sec. 7031.5,Business and Professions Code: Any city or . county which requires a V - ••.Permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance. also • a -requires the applicant for such permit to rile a signed statement that he Is licensed pursuant to ; _ -- - r:• "_ _ ` -r-. PERMIT •' .. T ' + AMOUNT • the provisions of the Contractor's License Law, Chapter'9 (commencing with Section 7000) of •r' s.' - Division 3 o/ 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-- - Plan Chk. Dep._ 2-50.0 0 , ,subjects the applicant to a civil penalty of not more than rive hundred dollars ($500). Plan. Chk. Bal. ---- 286. 6 2 ❑,l; 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 _ ('iOrlSt. ij 2 y ,` 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. �� provided, that•.such-improvements are not intended or offered for sale. If, however, the building or Improvement 4s sold within one year of completion, the owner -builder will have the burden ' . = _ Electrical ,of proving that he did not build or improve for the purpose of sale.) O I, as owner of the property, am exclusively contracting with licensed contractors to con-- Plumbing a• . ..1637044, . �� struct the project. (Sec. - Business and Professions Code: The Contractor's License- Law r does not apply to an owner of property -who builds or improves thereon, and who contracts, for. . S.M.I. • 9.60 - such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) Grading 20-00 O 1 am exempt under Sec. B. & P.C. for this reason Driveway Enc.- 20. 00 Date Owner - Infrastructure 2095 *.L e WORKERS' COMPENSATION DECLARATION �y I hereby affirm that I have a certificate of consent to self -insure, or,a/ertificate of - .. Code.J ' Worker's Compensation Insurance, or a certified copy;theieof. (Sec. 3800 11or6i " Policy No. Company / �rG.=<t na ti�•.� Copy is filed with the city.. ❑ Certified copy is herebOurnished. ` /' • e,-, f TOTAL 3658.95 3408.45. r CERTIFICATE OF EXEMPTION FROMREMARKS ' 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 California s _ 4 0 i A;11 1 t U I rid. i 1ivt' . 73 of ,V � Date Owner NOTICE TO APPLICANT: If, alter makingthis Certi/icatesol rExemptiori' you "should become. r ZONE: ` 'BY: ' subject to the Workers' Compensadon provisions of the Labor Code, you must forthwith comply with such provisions or this P& It shall be deemed revoked.. Minimum Setback Distances: " Front Setback from Center Line ' Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line I- hereby affirm that there is a construction lending agencyfor•the performance of the work for which this permit is issued. (Sec. 3097, Civil code.) Side Setback from Property Line Lender's Name Lender's Address FINAL DATE INSPECTOR 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 certify that I have read this application and state that the above information is correct. , Issued by: Date Permit' I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter theabove-., mentioned property for inspection purposes. Validated by: Signature of applicant Date .. Mailing Address Validation: City, State, Zip CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL. SQ. FT. ® $ 2ND FL SQ. FT. ® POR. SO. FT. @ GAR. SQ, FT. ® CARP. SQ. FT. WALL SQ. FT. ® SQ FJ ® 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 SLAB GRADE FLOOR DRAIN MECHANICAL FEES BONDING WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER SEWER OR SEPTIC TANK ROUGH WIRING. GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED ROCK STORAGE LAUNDRY TRAY AIR HANDLING UNIT CFM GAS (ROUGH) KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEWPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SQ. FT. ® c BATH TUB WATER HEATER SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11% c SEWAGE DISPOSAL SQ.FT.GAR ® VAc HOUSE SEWER GRADING cu. yd. $ plus x$ 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 uu—s7 err ! i� Ernr/1 SETBACK GROUND PLUMBING ROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMSI IV SEWER OR SEPTIC TANK ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EQUIP. 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. Le IV FRAMING FINAL INSP. ROOFING —3 1y / �1 d //6 ��!`i%7/J✓! / / I/ REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL 4 �j P.O. BOX 1504 APPLICATION ONLY 78-105 CALLE ESTADO c9 Ci /g LA QUINTA, CALIFORNIA 92253 r.ne,, �j I maning Address Cit Zip Tel. L Contractor Zip Tel. 4l6 's3 yb State Lic. City & Classif. �-- :� Lic. # Arch., Engr., Designer r Address I Tel. CityI Zip I State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Bus pess and Professions Code, and my license is in full force 8na effect. �S.LGNATU ��TfEi OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (E500). 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 Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building orimprovement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) ❑ 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 Lew 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.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars (S100) valuation or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any parson in any manner so as to become subject to the Workers' Compensation taws of California. Date Owner NOTICE TO APPLICANT: If, alter 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 it work thereunder is suspended for 180 days. 1 certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date .Mailing Address City, State, Zip FINANCE 11LDING: TYPE CONST. -OC C. GRP. P. Number gal Description 'e"Ot oject Description/ Sq. Ft. Size New ❑ Add ❑ Itstfmateo valuation PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. TOTAL REMARKS No. No. Dw. Stories Units Alter ❑ Repair ❑ Demolition ❑ AMOUNT 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: DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated (619) 347-8631 Date 7/24/91 1 Type of Permit I La Quinta No. 10761 Permit # Owner Name Sunrose Properties Log # N93 (2-690 street Obregon city La Quinta zip 92253 Study Area 111 APN # I Tract # 1 Lot # Square Footage 1629 Type of Development Residential Addition 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: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 11.58 1 X 11.629 1 or $ 2,573.82 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 'W}_ Fees Paid By Sunrose Properties, Inc. Telephone Name on the check ,M j By James E. Lively Assistant Superintendent, Business Services•' Fee collected /exempted by Marcia Ewart Payment Received Signature ell -6 _Z.00_� Check No. 4104 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 CALVIN C. KAMINSKAS Assistant Commissioner (714) 275-3000 OFFICE OF AGRICULTURAL COMMISSIONER. JAMES O. WALLACE, Commissioner 83-612 Avenue 45 Suite 7 Indio, CA .92201 (619) 342-8291 DAN RILEY Seater. Weights & Measures (714) 275-3030 . DATE 7-,/s - / CASE NO.VC C.2 __7 1J '7/ DEVELOPER'S NAME: ADDRESS 72 —$5-C7 50rh�iG �eia/ TELEPHONE: 5 -a -C 32(-.-,6 L t4. C=A A. 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. /J Agricult 1 Commissioner's Office cc: Indio and Riverside MAIL TAX STATEMENTS T0: " DOCUMENTARY TRANSFER TAX $ ............ ..................... SAME AS ABOVE ....... Computed on the consideration or value of property conveyed; OR .... Computed on the consideration or value less liens or encumbrances . remaining at time of sale. Signature of Declarant or Agent determining tax — Firm Name r QUITCLAIM DEED FOR A VALUABLE CONSIDERATION, receipt of which is.hereby acknowledged, N SUNROSE�COMP-A-N.Y_; ai=�C-a>li:f-.or:nia=General�Rartner-sh= p3j N do hereby- REMISE,:RELEASEzAND FORE=V:ER OUiTCL'AIM to .Y — SUNROS°E=PROPER-T->I-ES:,:. INC. ,� a -California Corporation the real property in the City of La Quinta County of Riverside State f California, described as LEGAL DESCRIPTION IS ATTACHED'HERETO AND BY THIS REFERENCE,IS MADE.A PART HEREOF. Dated May 10, 1989 «.-.'•SUNROSE COMPANY a alifornia General i:�nerstiip, STATE OF CALIFORNIA Iss. By: COUNTY OF I HA�'.Y, W VELL, Par er On before me, the undersigned, a Notary Public in and for.said State, per- ROBERT E. TUVELL, Partner ` sonally appeared_ ` personally known to me (or proved to me on the basis of satisfactory. evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same. WITNESS my hand and official seal. ' (This area for official notarial seal) Signature ° " 1085 r(6/82) MAIL TAX STATEMENTS AS' DIRECTED ABOVE t :' c• ,("ter ` 00 —)rd'er No. ,- q— j t' s t1scrow No. Loan No. WHEN RECORDED MAIL' TO: FOR 'RECORDER'S USE. V SUNROSE PROPERTIES, INC' 72-850 Somera Road C.D Palm Desert, CA 92260 - MAIL TAX STATEMENTS T0: " DOCUMENTARY TRANSFER TAX $ ............ ..................... SAME AS ABOVE ....... Computed on the consideration or value of property conveyed; OR .... Computed on the consideration or value less liens or encumbrances . remaining at time of sale. Signature of Declarant or Agent determining tax — Firm Name r QUITCLAIM DEED FOR A VALUABLE CONSIDERATION, receipt of which is.hereby acknowledged, N SUNROSE�COMP-A-N.Y_; ai=�C-a>li:f-.or:nia=General�Rartner-sh= p3j N do hereby- REMISE,:RELEASEzAND FORE=V:ER OUiTCL'AIM to .Y — SUNROS°E=PROPER-T->I-ES:,:. INC. ,� a -California Corporation the real property in the City of La Quinta County of Riverside State f California, described as LEGAL DESCRIPTION IS ATTACHED'HERETO AND BY THIS REFERENCE,IS MADE.A PART HEREOF. Dated May 10, 1989 «.-.'•SUNROSE COMPANY a alifornia General i:�nerstiip, STATE OF CALIFORNIA Iss. By: COUNTY OF I HA�'.Y, W VELL, Par er On before me, the undersigned, a Notary Public in and for.said State, per- ROBERT E. TUVELL, Partner ` sonally appeared_ ` personally known to me (or proved to me on the basis of satisfactory. evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same. WITNESS my hand and official seal. ' (This area for official notarial seal) Signature ° " 1085 r(6/82) MAIL TAX STATEMENTS AS' DIRECTED ABOVE t :' c• 1C 00 cc q— j t' s p y� SPACE ABOVE THIS LINE FOR 'RECORDER'S USE. V MAIL TAX STATEMENTS T0: " DOCUMENTARY TRANSFER TAX $ ............ ..................... SAME AS ABOVE ....... Computed on the consideration or value of property conveyed; OR .... Computed on the consideration or value less liens or encumbrances . remaining at time of sale. Signature of Declarant or Agent determining tax — Firm Name r QUITCLAIM DEED FOR A VALUABLE CONSIDERATION, receipt of which is.hereby acknowledged, N SUNROSE�COMP-A-N.Y_; ai=�C-a>li:f-.or:nia=General�Rartner-sh= p3j N do hereby- REMISE,:RELEASEzAND FORE=V:ER OUiTCL'AIM to .Y — SUNROS°E=PROPER-T->I-ES:,:. INC. ,� a -California Corporation the real property in the City of La Quinta County of Riverside State f California, described as LEGAL DESCRIPTION IS ATTACHED'HERETO AND BY THIS REFERENCE,IS MADE.A PART HEREOF. Dated May 10, 1989 «.-.'•SUNROSE COMPANY a alifornia General i:�nerstiip, STATE OF CALIFORNIA Iss. By: COUNTY OF I HA�'.Y, W VELL, Par er On before me, the undersigned, a Notary Public in and for.said State, per- ROBERT E. TUVELL, Partner ` sonally appeared_ ` personally known to me (or proved to me on the basis of satisfactory. evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same. WITNESS my hand and official seal. ' (This area for official notarial seal) Signature ° " 1085 r(6/82) MAIL TAX STATEMENTS AS' DIRECTED ABOVE t :' STATE OF CALIFORNIA ass. COL' TY OF_RkV�r.S.lde ----I *On May 23 , 1989 , before me, the undersigned, a Notary Public in and for said State, personally appeared _—_M1.C.HAL%. W_. TUY.ELL_and�tOBERT...E._�UVELL - personally known to me (or proved to me on the basis of satis- factory evidence) to be the person that executed the within instrument as two of the partner(s), on behalf of Sunrose Company , the partnership therein named and acknowledged to me that the partnership exec ed it. n WIT, EkSmrA.doficial seal. II EXHIBIT "A" 1'76192 OFFICIAL SEAL JACWE PHUIPs Not" PuWfo4dfomia FNVERSIDE COUNTY i My Comm. Exp. Oct 281992 (This area for official notarial seal). 176192 -0 =90-f 9 0f7B_" 188., Santa Carmelita at Vale La Quinta, Unit 19, as per map recorded in Book 19 Pages 33 -and 34 of Maps, in the office of the county recorder of said county. Lot 16 of Block 158, Santa Carmelita at Vale La Quinta, Unit 16, as per map recorded in Book 18 Page 99 of Maps, in the office of the county recorder of said county. i'► Lot 6 of Block -158, Santa Carmelita'at Vale La Quinta, Unit 16, as per map recorded in Book 18. Page 99 of Maps, in the office of the county recorder of said county. Lot 25 of Block 171, Santa Carmelita at Vale La Quinta, Unit 17, as per map recorded in Book 19 Pages 19 and 20 of Maps, in the office of the county recorder of said county. �• Lot 10 of Block 114, Santa Carmelita at Vale La Quinta, Unit 12, as per map recorded in Book 18 Pages 79 and 80 of Maps, in the office of the county recorder of said county. Lot 14 of Block 237, Santa Carmelita at Vale La Quinta, Unit 22, as per map recorded J in Book 20 Page 24 of Maps, in the office of the County Recorder of said county. Lot 22 of Block 103, Santa Carmelita at Vale La Quinta, Unit 11, as per map recorded in Book 18 Page 75 of Maps, in the office of the County Recorder of said county. „ Lot 21 of Block 103, Santa Carmelita at Vale La Quinta, Unit ll, as per map recorded in Book 18 Page 75 of Maps, in the office of the. County Recorder of said county. Lot 22 of Block 11, Santa Carmelita at Vale La Quinta, Unit 1, as per map recorded •in Book 18 Page #6 of Maps,. in the office of the County Recorder of said county. Lot 24 of Block 197, Santa Carmelita at Vale La Quinta, Unit 19, as per map recorded in Book 19 Pages 33 and 34 of Maps, in the office of the County Recorder of said county. Lot 23 of Block 197,.Santa Carmelita at Vale La Quinta, Unit 19, as per map recorded v in Book 19 Pages 33 and 34 of Maps, in the office of the County Recorder of said county. Lot 1 of Block 196, Santa Carmelita at'Vale La Quinta, Unit 19, as per map recorded in Book 19 Pages 33 and 34 of Maps, in the office of the County Recorder of said county. T H E C I T Y 0 F .. Laipinta 1982 - 1992 Ten Carat Decade Owl August 5, 1992 Sunrose Properties 72850 Somera Road Palm Desert, CA 92260 Gentlemen: This letter is to verify the expiration of your building permit #9849. According to the Uniform Building Code, Section 303 (d) , no further work shall be performed on the above job until a new permit has been obtained. Section 305 -(e). 5 requires a final inspection when - work is completed. Your failure to act upon the previous correspondence (enclosed) dated June 16, 1992 has left; the City of. La.Quinta Building t Department no recourse but to contact the State 'Contractor's Licensing Board.. IWe will send copies of all records regarding this expired permit to the Board fourteen • (14) days after the date of this -letter . In lieu"of this action, 'you may.obtain a new building permit; the, "*P cost. of which will be equal to your original permit fees, or request a special inspection,. cost $100,, and schedule an inspection to continue work within the earlier mentioned fourteen (14) day. time frame. sincerely, x BUILDING AN SAFETY DEPARTMENT Lonnie Day, Building Inspector'I Tom Hartung. Director of.Building and Safety /lc G enc., - . City of La Quinta Post Office Box 1504, ! 78-105 Calle Estado . La Quinta, California 92253 Phone (619) 564-2246; Fax"(619) 564=5617. • Design 6 Production: Mark Palmer Design.-619-346-0772 ' 1 141 T H E C I T Y 0 F A La pinta 1982 - 1992 Ten Carat Decade June 16, 1992 Sunrose Properties 72850 Somera Road Palm Desert, CA 92260 Gentlemen: -5 �l sw D. It has come to the attention of the City of La Quinta Department of Building and Safety that your building permits#9864 for a block wall and #9849 for a single family dwelling located at 53-690 Obregon has expired. According to the Uniform Building Code, Section 303(d), no further work 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 of the 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 to this matter. Sincerely, BUILDI G AND SAFETY DEPARTMENT Tom Hartung Director of Building and Safety /lec City of La Quinta Post Office Box 1504 ♦ 78-105 Calle Estado La Quinta, California 92253 Phone (619) 564-2246, Fax (619) 564-5617 Design 8 Production: Mark Palmer Design. 619.346.0772 •414Qaz ro' P.O. Box 1SW 76105 CALLE ESTADO LA OUINTA. CALIFORNIA 9225 ContractorAiii, s;e_O C ✓ , �irN�� l�� - wner Address 1Z-gSt� Job Address La Quinta City License No.: Expires: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 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 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 i Excavate 2. Pipelines 3. Cement -Foundations 4.. Cement Walks i Drives 5• Asphalt Paving 6. Framing 7• Steel Structural 8. Masonry 9. Plumbing i L0.' Lathing Ll. Drywall L2. Plastering 7� 13. HVAC /u V L4. Electrical L5. Roofing L6. Sheet Metal L7. Floors -All Types , 18. Glass - Glazing 19• Insulation/weatherstrip .20• Sewage Disposal ' 21. Painting/Decorating, 22. Tile 23. Cabinets -Installations 24. Ornamental Metal 25. Fences/Blockwalls 26• Landscaping` 27..Others 28. ti DO NOT RE14OVE THIS CARD ' Before Final,Building Inspection Will Be Made This Form Must Be Completed and Filed With Title 24 Calcs and Plans' . SUNIROSE-. PROPERTIES TIAL COMMERCIAL -11 FLOOR TRUSSES 85-435 MIDDLETON STREET, THERMAL CALIFORNIA 92274 OFFICE:'(619) 397-4122 • FAX: (619) 397-4724 ti s 6upaq i -a6.,0 'P,sVa wolloq Ola to dol NI m pals" '8,!01!^7 N1 w wou.l 9n) P•pu.uouaa a 41Bw1 an,, Nl Buq..,.a., .o as Ol m lay 0 uNl Il. 16 - la 5.!xq lung -.1-0 'p,Wa =:sop •al to -ala .W u! P.pllwwmol u 6upnq Anlodwn 'puma woaN aW ad Out- ,.dod PIW oI 1p,o ul '.ud P'WO wduo0 'C '6ulxq IwoB.!p anus Pon a 8u!xq iva., 1! 1= Amu 1. a ulwwm.l Iwtn Na .aa.'- I! '"a„18!d :,,mAus u 7aAs .W so •wd was u! Buxq 1 l-sBa!v ulnan1l, I.,> •,n6!d 'In!ue-0w! n 6urnq I..OM!p s,wPs Hoon ,Doll ne,q m d, A lvsgabwa BeL w slay 'Bmx+q Iw.6ap •W to Mnun, le .0-04 na nW Ad ..I% OL Psn.. IOu 6uo.q Iwa6e,p 10 tla uaOrlN 6u1>.m Nl INI p.pumaw"' u a 1! Inq Bu!pl!nq aVl Id 40-1 lint 241 sq Alano A,Ilum unl m Bup.q lal,o6np ,ol A,eaaxu AOsaus6 lou a 11 ann situ i I .,.Alms 43 9 Pt Hann Idm Iol VaB,al awl NI ca., 1I•A! ! 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'•`•!'�.:°t'a. „Y�'f"''r..�'i::t�:i a�'1"?-.'ye •r�r t i. � � T �rn� y y: � t i ,QY'(�;i•+t=gip `�.' �5�r �.�;�; ,S,dt�;�� c oa fp��sv ��,� ? �;� 'a ''�a {:>>'i'i.,O�•'.<'`�� V V//�/�'�%/•'/`IINI,�/N/ 1' f TIMBER PRODUCTS INSPECTI , INC.dba GENERar, TESTING AND INSPECTION AGENCY''' Post Office Box 20455 �• : 6600 NE 78th Court, Suite A-5 ' Portland,eon 97220 - )�;_� �� • Oregon � ,�t��•:. VIZ's We are. an ins ection a en reco �;< x• :.., P g cy recognized by the International t. ; Conference of Building Officials. Council of American Building Officials NER-QA 27.5. i y W A r9 '� This is to verify that: SPATES FABRICATORS INC. )z i jf 85-546 B -Middleton Street Thermal CA 92274'x' ov is under our Audited Quality, Control Program and has been since: � 3 ' July 2, 1990 We audit the production under the Uniform Building Code Standard 25-17 Section 25.1738 and 39. Inspections are �� "t" made at least quarterly and we make intermittent inspectionsP of trusses in the field. We find the quality observance a of this plant to be in Conformance to the Standards.t0l (' i :.r„•-�. � =rte::-�' A.,� , a TIMBER PRODUCTS SPI, CTION,.INC. rr Kaa�'�°, > 'A' t • .: 3�, �a7��r,�^eT. .18:. '.•f -yQ��rl(R,. >�:.n +yY:. Sl- �,ti+.' .4� `r•i`=tif;` � '•,�w �>��.yg''f`',Q�' yc��y�d� �,Yto�;; •.. �l�� v !,�. 1/+ Z' �Rp7''C�•�.?'=i•��+'�� -i'��/,:,t3t?Q! 1:�:''f' aV»' } u ');.,>,� '�i'''`,7fl' 'it;;S° 'scii":.cSCS, ;Jw:'71�t, ; `•`Ty.q:%,i1i7 "`�!`.. ! IC60 Evaluation Service, Inc. i A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Report No. 2949 c.o,.le8,01989Icsot.aawia,s- 0, Inc. September, 1989 Filing Category: FASTENERS --Steel Gusset Plates CONNECTOR PLATES FOR ROOF AND FLOOR TRUSSES AND OTHER TIMBER CONSTRUCTION ALPINE ENGINEERED PRODUCTS, INC. POST OFFICE BOX 2225 POMPANO BEACH, FLORIDA 33061 I. Subject: Connector Plates for Roof and Floor Trusses and Other Timber Construction. U. Description: A. General: The truss connector plates are formed by die stamping A-446 Grade A galvanized 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 apower press constructed in accordance with the manu- facturer s specifications. ' B. Alpine Truss Connectors: The Alpine plates are formed from No. 20 gauge (.0396 -inch) steel and have two 3/ii-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 14 inch on center along the width. C. Viking Truss Connectors: The Viking plates are formed from No. 20 gauge steel and have two 3/ti-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 1% 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 pairs 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 details and :o n 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 calculationvare 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 (f). 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 ICBO Evaluation Service, Inc., are issued solely toprovide information to Class A members of 1CB0, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics orany otherattributes not specifically addressed noras 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 ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test fattilities to make an independent verification. There is no warranty by ICBO 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 of 2 r •- , Page 2 of 2 ReportNo. 2949 TABLE NO. I—ALLOWABLE LOAD IN POUNOS PER SQUARE INCH OF EFFECTIVE PLATE CONTACT AREA Inc effective plate contact am is dmmdned by neglecting the p1m arca within Ih inch of die wood end edge for the Alpine (net) plane. Me effective plate contact area for the Alpine (gross) and the Viking is the complete contact area. Tine effective plate contact area for the Womilm and the Alpine No. 16 gauge plates are determined by neglecting the plate ata within 3/s inch of the wood end edge. LUMBER SPECIES EFFICIENCY RATIO SPRUCE -PINE -MR RFA -RR SOUTHERN PINE DOUGLASRRLARCN IN PERCENT Dlmetlort eT Load with Olrecdon of Load with D4eetlon at lad tnth 01 -"ort d Lead WO M 01nellon oILad with TYPE OF Respect re the Length d the Plate Raspae'to the Lwigth d Pfate Reaped to the gi gth d the P4te Rasped to thr LargM d U.: Raapeet to un LangM d fM PMe O'to4S 46'to91' Tto4S' 40rto90' O'tow 46*to90' Wto4r 4r to gr W 90' PUTS Alpine (net)' 156 94 190 150 205 150 205 150 51. 50 Alpine(gross)2 135 79 163 124 178 124 175 124 51 50 Viking' — — 155 135 170 135 170 135 57 42 WoodloC3 — — 149 149 156 156 161 161 54 38 Alpine o. 16Gauq0, 98 77 101 79 1 135 102 134 93 63 51 Inc effective plate contact am is dmmdned by neglecting the p1m arca within Ih inch of die wood end edge for the Alpine (net) plane. Me effective plate contact area for the Alpine (gross) and the Viking is the complete contact area. Tine effective plate contact area for the Womilm and the Alpine No. 16 gauge plates are determined by neglecting the plate ata within 3/s inch of the wood end edge. .� I II START LAYOUT HERE AND. GO 24"O.C. JACKS-A SPATES FABRICATORS INC. 85-435-B MIDDLETON ST. JOB: SUNROSE PROPERTIES THERMAL, CA. 92274 (619) 397-4122 FAX: (619) 397-4724 LOC: LA OUINTA Scale: DESIGNER: J.R. .TOP CHORD 2X6 FIR -LARCH #2. EXCEPT ,BOT CHORD 2X4. FIR -LARCH #2 WEBS 2X4 HEM -FIR STAND. :Ti -2X4 MSR -F: LAR 1800F -1.5E : CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE.TR.USS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 4 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. . 5X 10 . 3X4 3X10 (A1) 4.50 T1 TC X -LOC L -R: 0.29 6.97 10.50 14.03 20.71 n BC X -LOC L -R: 0.29 7.24 13.76 20.71 C N USE THIS DESIGN FOR COMMON HIP TRUSSES @24" O.C. EXTEND TOP D CHORD TO HIP RAFTER AND SUPPORT EVERY FOUR FEET. LATERALLY v BRACE FLAT TOP CHORD WITH 2X4 03 OR BETTER HEM -FIR @24" O.C. WITH 2-15D NAILS AND 2X4 DIAGONAL BRACE PER BWT-76 FIGURE 6(B)" SUPPORT HIP RAFTER WITH CRIPPLE EVERY TWO TRUSSES (68"). ID #I HIP DESIGNED TO SUPPORT 8-00700 JACKS WITH,NO WEBS. � V CONTRACTORS WARNING: 0 THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT 0 ADDITIONAL LOADS AT SPECIFIC LOCATIONS. 0 PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. PLATE MONITOR USED. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE 8.1B. 10 3X10 (A1) \50 cyr.6-sJ-s3 Cf Vi yT CSF CA1�F°� U fl 3X5 3X5 _0_ 8-0-0 5-0-0 8-0-0 2-0-0 21-0-0 OVER 2 SUPPORTS .A-17728 W- 3.50' A-0720 W- 3.50" PLT. TYP.-ALPINE SEON--163512 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4:7 SCALE 0.2500 0 0 0 0 0 0 0 0 CWN= 0 o 0 0 0 o O o 0 o ALPINE ENGUEEMO PA DUC76 INC. **IMPORTANT** SHALL NOT BE NESPONSIBLE Fon ANT DEVIATION rRON IHM SPECIFICATIONS OR ANY DMAT1ON FROM THIS DESIGN OR ANY FAri1FE TD BUILD THE TAM IN CONFORNWNCE WITH THE 'OUALIIT STANDATD MISS* BT TPI. ALPINE CONNECTORS TRUSSES TEOIINE EXTREME CAM WARNI NG IN mmuws. ImmoN AND 011ACIH6.SEE -DNT_76•, GIRACIND N000 TALIMS: CUM ENTARr AND NECDWDMTIONS-ATPII. SEE THIS DESIGN FOR ADDITIOUL SPECIAL PEMA- DESIGN CRIT: UBC REF R795--71361 TC LL 16.0 PSF TC DL 14. 0 PSF DATE 06/ 19/9 i DRWG CAUSR795 91170005 0 oALPI o oo 0 o G C TRUSS o 0 0 0 0 ANE NANUFACTURED FROM 20 GAUGE SALVANIIED STEEL UNLESS OTHERNISE SHOW NEVIM NEOUIPENEHTS OF A61w Ages SPADE A. APPLY NDTONPs 10 GpTN !AGES AT EACH JOINT AND LOCATE As SHOWN. DEARING IOTHS ARE A' NOMINAL UNLESS OTHERWISE POW. DESIGN STANDATDS COKOM WITH APPLICABLE 'VISIONS Or ANDS AIO Krol OCT`. HENT SPACING NEOUIRENENTB. UWI UNLESS OTHERWISE POW TDP CHOD SMLL EE uTERALLr MUMD BUTTON CHOO WITH RISID CEILING 00 SPICING WITH NRDPEr ATTACHED PL"' SWATHING,IIII�IIUIIIIIIIIII��II� AS SPECIrIED a DESIGN. DO NOT USE THIS DESIGN NITH F1AE SETAiCUR TREATED LUEEA. CA llI bbb � - BC OL TOT'.LD. 5.0 PSF 35.0 PSF[TYPE CA -ENG O/A LEN. 21-0-0 DUR .FAC . 1.25 PITCH 4.5/12 M__TPI TRUSS RATE INSTITUTE,NOS " HATIONAL DESIGN SPECIFICATION FOR WOOD CON9TRUCTION SETBACK 8 0 " CIPS — G -ate- 9'/ %jub: etlmlu aria uvRyHT avNTnvat= Mnta Lieu. :;TOP CHORD 2X4.. FIR -LARCH t2 BOT CHORD 2X4 FIR -LARCH #2 WEBS 2X4 HEM -FIR STAND. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH t. REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. BALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. t,SEE ORWGS. 130.& 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 4X4 3X6 TC X -LOC L -R: 0.29 5.61 10.50 15.39 20:.71 . BC X -LOC L -R 0.29 10.50 20.71 (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. PLATE MONITOR USED. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE 8.1B. 2X4 12 2X6 (A 1) Q 4.50 345 i 93 OF CCP.', I 0 D C N D v t0 N t0 v 0 0 0 of 10-6-0 10-5-0 2-0-0 21-0-0 OVER 2 SUPPORTS R-8490 W- 3.50' R-6490 W- 3.50' PLT: TYP.-ALPINE SEON--163514 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 0 0 0 0 0 C= o O C= 0 C= 0kTRUSSc= **IMPORTANT** s.iL1m BE RESPOSI�BLE FOOR INC. DEVIATION FROM THESE ®EC7FICATIoNs m AM OEYIATIGN From THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITM THE 'GUAL11Y STANDARD 05758• DT TPI. ALPINE CONNECTORS WARNING I iwalc��Eaciw CARE Atm BRA[INS.sm -err-75-. MBI cm Now TAU65EB. CWEMARY Alm RtiCOHFEIm►Tl Q16-.tP11 . SEE THUS DESIGN FOR ADDITIONAL SPECIAL PEWA- - X x X X '� � DESIGN CRIT: UBC REF R795--71363 TC LL 16 . 0 PSF ,I TC DL 14 . 0 PSF DATE 06/ 19/9 ! DRWG CAUSA795 91170006 o X= O . o 0 0 ' 0 0 0 0 0 AM MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS OTHERWISE SNOW MEETING REOVIFEHEMS OF AGIN AAS GRADE A. APPLY VD049C'TORS TD BOTH FACES AT EACH JOINT Alm LOCATE AS 6"" BEARING WIDTHS ARE A' NOMINAL ULESS OTNERWIGE SHOW. DESIGN STANDARDS COMFORN WITH APPLICABLE PROVISIO S OF ANm WTPI (PCT). NENT BRACING MEwIREHEHrs. UNLESS OTHERWISE SNOW( TOP aNDrm GH" BE LATERALLY SRAMO WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM Cvm WITH RIGID CEILING DR BRA= AS SPECIFIED• CN OES19A. DO NOT UGETHISalbs DESIGN WITH FIRE METMOANT MAIM LUMBER. CA Illlllll IIIIIII I II IIIIII 1 BC OL (U) TOT .LD.. 5.0 35.0 PSF PSF . CA -ENG 0/A LEN. 1-0-0 OUR . FAC . 1.25 - PITCH '4.5/12 .—TPI TRIS$ PLATE INNSTITUIIE NOS MA710AL DESIGN SPECIFICATION FCR WOOD CONSTRUCTION SPACING 24.0- TYPE COMM-- ' _ __ _ _ _� _ _. _ _ _.. _ _ _. _ . _.. ..—�.--.�_,�.: ..w.w-C'�� w—�'s+� .�y�+.n—pie..s�.��.w�a�bOel.T3.L�<IL.L1�Cmwlfn."19��9AM10I��.f.��0.`T1ROY.TP•nw.w+�.—+.. �.rw�� e++��% JOB: 28965 SPA JUAN/SUNROSE THIS DWG. PP TOP CHORD -2X4 MSR -F. LAR 1600F -1.6E BOT CHORD 2X4 MSR -F. LAR ISOOF-1.6E WEBS 2X4 HEM -FIR STAND., EXCEPT AS SHOWN :W1 -2X4 HEM -FIR STUD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL -PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/15OA-F FOR TYP. PLATE LOCATION DETAILS. Note: Expected vertical dead load deflection = .69". Expected vertical . live load deflection = .58", (L/829). 5X6 12 4.50 3X12 (A 1) mom 0 5X10 1'2.00 12- TC X -LOC L -R: 0.29 7.31 13.70 20.00 25.30 32.59 39.71 BC'X-LOC L -R: 0.29 10.36 20.00 29.64 39.71 PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.. (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. PLATE MONITOR USED. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE 8.1B. 3X5 \! !z 5X6 ��\\14.50 2.00=x- 12 20-0-0_L20-0-0 BX12 a 7 45 Lx G -3v 93 O 3X12 (Al) 2= 20-0-0-120-0-0 40-0-0 OVER 2 SUPPORTS R-15140 W- 3.50' R-15140 W- 3.50 PLT..TYP.-ALPINE SEON--16350B FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV'15.4.7 SCALE 0.1875 ALPINE ENGINEENEO onOot vr% IN:. TRUSSES REDUIRE EXTREME CARE DESIGN CRIT: UBC REF R795--71357 0 o N� o 0 0 **IMPORTANT** SN4t NOT BE RESPONSIBLE FDR..AHTWARNING IN wrap. ENEDnoN Aw ATRUSS� DEVIATION FROM THESE SPECIFICATIONS OR ANY 1EVIATION FROM BRACTNG.SEE -BMT-75Wt&CING Now TR{SSM TC LL 16. 0 PSF DATE 06/19/91 THIS DESIGN 00 ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECONNE NOATIO G-*TPII . SEE WITH THE-DUALIIr STANDARD OS186' BY M. ALPINE COaECICS THIS DESIGN FOR ADDITIONAL SPECIAL PERNA- TC DL 14. 0 PSF DRWG CAUSA795 91170003 VE NANFACTU ED FROM 70 GAUGE GALVANIZED STEEL UNLESS HENT BRACING NEBUIMENNE"TB. UNLESS OT ERWISE/-� OT/ERNIEE SHOW MEETING MENMRENENIS OF ASTN Aub GtAOE A. GDNL TDP CDTD GULL BE LATEwUr BRACED CA BC OL (U) 5.0 PSF CA -ENG til APPY L9NECTG16 70 BOTH FACES AT SAME JOINT UQ LAf:ATE .G rITH PRGEq.V ATTR noNLTMDOp GE..HINO. TOT I.LD. 35. 0 PSF o/A LEN. 40-0-0 GROW N. BEARING MIUM ARE NOMINAL uaEsS OTHERNIN,E M.. BOTTOM oNDMo MTH our rfn NO 0R PACINNG OEBZM:M STANDARDS CONFORM WITH APPLICABLE PROVISIONS DF AS SPECIFIED ON DESIGN. DD NOT USE THIS DUR.FAC. 1.25 PITCH 4.5 12 ANDS AM MTPI OVII. DESIGN WITH F1RE IETAMONNT TREATED LUMBER. C C C C C C .—TPI . TOM RATE INSTITUTE. NIB - NATIONAL DESIGN SPEcirsmION FOM wm co N9TRUciiON 1 SPACING 24.0" TYPE � COMM-- •1n jU j: L-Otl bb bVA' %JUAN/ JVI`" Or- 11'11) U►Tb. t TOP CHORD 2X4 FIR -LARCH 02 BOT CHORD 2X4, FIR -LARCH 02 WEBS 2X4 HEM -FIR STAND. CONNECTOR PLATES MUST BE INSTALLED IN.ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE CENTERED ON JOINT.UNLESS OTHERWISE INDICATED.. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. TC X -LOC L -R: 0.29 5.79 10.50 15.21 20.71 n BC.X-LOC L -R: 0.29 5.79 10.50 15.21 20.71 D C N PLATE MONITOR USED. v CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS Q TABLE 6.16. 0 (D FA v 0 0 0 Y. cl 4X4 c _ Com« 3X4 3X4 ' } L;:�. c -3C 03 2X8 (A 1)12 12 2X8 (A 1) 4.50 4.50 }, C:] \1 2.00 2.00 2X4 12 6X6 12 2X4 GF C \F 10-6-0_1 _10-6-0 2-0-0 10-6-0-1-10-6-0 - - 21-0-0 OVER 2 SUPPORTS R-9490 W- 3.50" R-8490 W- 3.50" PLT. TYP.—ALPINE SEON--163509 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 E= o t:= o o .o ALPINE EN63NEETED PROOWTS. IFC. **IMPORTANT** ONALL NOT BE PESPONSIILE fOR ANYWARNING oEWIAT1oN raw TIESE 6rECIrIUTIDN6 9A ANY DEVIATION c THIS DESIGN OR ANT FATLUE 10 BUILD THE TRW IN MWOM"ICE WITH YTE "DUALITY S1ANWARD 95188• By TPI. ALPINE CCl*fCTORS MISSES IEDUIPE EXTAM Cue IN NUE�IM EKCTION AI® MWITG.SEE 'EMT -76'. MACIND NOW MMSES: COW ENTARY AHD IEGWETWTIWS-.TP1I. !EE THIS DESIGN FOR ADDITIONAL SPECIAL PEmu- X X _x _x X DESIGN CRIT: UBC REF R795--71358 TC LL .16.0 PSF ' TC DL 14.0 PSF DATE ' 06/19/91 DRWG CAUSA795 91170004 .. ATRUSS C O 0 O 0 C AM NATEA'ACTURED FRON Z0 GAUGE GALVANIZED STEEL UNLESS ONEMISE SMIK MEETING rEOIAMEMENTS OF ASTH A..5 SPACE A. APPLY t91.ECT0PS 10 MTN FACES AT EACH JOINT AND LOCATE AS 6i.loAPos CO/91.1 WITH AwIICA�E PPDVI670M5 Or FOS .MoAPL6KTPI W1�C6 APE .• NOMINAL 1NLE65 oTMERNISE Show. TENT BRACIME FEBUIRENENT6. MESS ONE"a" " t TOP a+ao SNAIL BE u�ER"Y BRACED WITH PPpiMY ATTACTED M. If SIIEATHIN6. ASSISP ctrl WITH FIRE PEWIGAPnAHr�TPE�ED CA S A8 �ECIrIEO W Ceme". OD NOT {bE TNI6 CA BC DL 5.0 PSF TOT.LD. 35.0 PSF CA—ENG o/A LEN. 2i-0-0 - DUR.FAc. i.25 PITCH 4 . 5 12oEa6N .-.TPI -. TPTRs PLATE IN5111UT Nos - NATIONAL CEWBN SPECIFICATION FNA NDm Cp6TPUCTION w SPACING 24.0 TYPE COMM -- MCD_ - - - _ -=Zx4, :BRACTS,-�.:b' SPA Es FIBSYCATBRS _ _ _ _ q a Le 8 -v 5+35 IiDLET'D?i-.AYE _: _ _ - - _:.�: �t60 ".S'HSATNTi'iG _.-.. - - - _�_ . .. m v r- , •ice •,;.t��C:.: Cr/'i,• =s. — .. � 6 'is 0 aNCHM -. Zo D a 3?3l:53STRONGB K:,* � • '� ;� - ,C0 STZRUGTIOND7 u I, _ C c1 .� Z a r m A _ °T TCH. Z 16ON.' TRUSS _ . Pit IAIIJG ANO TOR �S `4-1Ga. x'`2 S AFLES u .. .. •A If•5�::;2 $ACH• S.ZDE):...•.9:-::• .. .. .. • . s STRONGBACIt s -FRAmNG AIdCNOR: 'SECTION. 2 �Od • `• ' - - : ' � • � • .. •.�.'�.Yk.. .� ' � � .• - •PLATES TRUSS — ' To MATCH .0 oM N l� N MON -TRUSS ur Id 516 2x4 TRUSS 'PLATE: TV' C OI:'D�ION. TRUSS,' . TOP CHORD 2x4 112 FIR LARCH BOT CHORD 2x4 112. FIR LARCH No wane or knots should occur in the plate contact area.' It is -the responsibility of the fabricator to.review this drawing prior to cutting of lumber to verify that all data, including dimensions and loads, conform to the fabricator's truss layout•and the architectural plans/spedifications. All plates are to be centered on the joint, left to right and top to bottom, except when located by circle or dimension. See drawing 130 for "plate locations on typical.joints." (1) REV.-1./30/91/E.L. (VARIED PI*H).'N�S• i (1)X - Pitch of jacks may vary from 4/12 to 6/12.. ; 24"24"24 J-1 J-2 J-3 12 12 (1)x F_ CllxF , ,® 3x4 3x4 i BEARING LEDGERS b CONNECTION BY OTHERS 81_OIN COHMON —� -PARTIAL FRAMING PLAN 2'-0" HIP �J-6 QR qy s o �Qk� PM TA V. R `L G' J-5 I J !I: 3 - P, ti LU- y� z m I VARIES a 022982 z UP, 12(31,S3 - . 24" 24" 24" J-5 J-6 I J-7 BEARING LEDGERS 5 CONNECTION BY OTHERS. ./ 12 IPI (1)X T_ J" :1./3 PLATE TYPE ALPINE FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR IMPORTANT: ALPINE ENGINEEREDPRODUCTS. INC. WARNING• TRUSSES REOUIRE EXTRE'- ^` . BRACII SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THESE S�'BWTIN N II re CINO WOOECTION AD TRUSS 'SPECIFICATIONS OR ANY DEVIATION FROM THIS DESIGN OR AM COMMENTARY AND RECOMMENDATIONS FAILURE TO BUILD T)4E TRUSS IN CONFORMANCE WITH THE ?w} SEE THIS DESIGN FOR ADDITION ® 'OUALITY CONTROL MANUAL' BY TPI. ALPINE CONNECTORS ARE SPECIAL PERMANENT BRACING REOW MANUFACTURED FROM HI GAUGE GALVANIZED STEEL UNLESS MENTS. UNLESS OTHERWISE SHOWN. T CHO• N OTHERWISE SHOW MEETING REOUIRE'MENTS OF ASTM ANO pROpE y AT C LATERALLY BRACED W GRADE A. APPLY CONNECTORS TO BOTH FACES AT EACH JOINT BoTrO ILr ATTACHES NRIGID PLYWOOD ELAN HII BOTTOM CHORD WITH RroID CEILING TRUSS AND LOCATE AS SiO K BEARING WIDTHS ARE r C. NOMINAL BRACING AT MKXWM OF 10 FEET O.DO N UNLESS OTHWMSE SHM% DESIGN STANDARDS CONFORM LOSE THIS DESIGN WITH FIRE RETARD/ MATH APPLICABLE PROVISIONS OF'NDS 77 AND 'T WIL TREATED LUMBER. • TPI • TRUSS PLATE INSTITUTE: NDS . NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 6'-0" Q; 255,379 FNG: PR/MB WA LEN! VARI PITCH 4/12 TYPE: JACKS TC LL: 16. PSF TC OL: 14' -PSF OC DL: 5 PSF TOT. LD: 35 PSF OUR, FAC: 25 % SPACING 24" 0. C. Q; 255,379 FNG: PR/MB WA LEN! VARI PITCH 4/12 TYPE: JACKS 'ann wl IC Bu!puq om184110 Bu!11MQ ann w Duw I11a Awl .'IMm .. U!wa Aiwsollapl So Ai!P6!, lu9ti4tm pus unit 041 10 146!ws 941 Awn PI^0Vs 5044 awl 11 .. 'new„ an Nplwde oVl 10 SDua wl way AID; a w 416uans 1W991M Vl!m leuauw Aue 10 q un nmq.6uom _!I 94w 1 Io pnw q pino.p q -IZIV wnf!i up uM xn a a opow,d wl'Bu!wnlNso wasald of It os unit a4110 1451a4'Pl.w WI "*Qv JO 1e 6u!4!j pajw66m t 1n1 99 pus IS.; OC —,.q wens ann IOi aq Pno4s gagduals a41'N4uni 'Inn 01 Aluew!.oxida 10 slauaw! IS wequaw qla pus PM4a dol 841 a1 pwagU. at pl—p 4sg-0uont • (LIV Ytem aul'IC)V uo6!i u! pwu 1.11! se pam an 4aeg-0uon.. Int papaw, ' •wax, n P 'Inl 09 IC masa q tusds 41IAs warm w!llg ,Ci �—ue m P1 AOwWama� 9r 'mal OC Pana ad. mop usde So— .4% l! 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