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BLDG (0008-008) + BLCK (003207) + SFD (003065)54280 Avenida Madero 0008-008 003207 003065 LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # ' Lic- Class Exp. Date j 6155861 13rr 10/31/2( ,Datei -r ' Signature of Contractor jv ` OWNER -BUILDER DECLARATION: I hereby affirm under penalty of perjury that I am exempt from the Contractor's` License Law for the following reason: / ( ) 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, Business & Professionals Code). ( ) - I, as owner of the property, am exclusively contracting with licensed, contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the, performance of the work for which this permit is issued. ( ) I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier STATE FUND Policy No. 1423671.09 (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers'` compensation laws ofCalifornia, and agree that if I should become subject to the workers' compen atio r ,.provisions of Section 3700 of the Labor Code, Is$,hall fort with comply with 20; provisions. Date: ' : ' } ApplicanttA-• ` J1 j h ) N . I . , Warning: Failure to secure Workers!, Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $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. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to :the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for. whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to,.& shall, indemnity & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days -will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned propertyylol nspection purposes. Signature (Owner/Agent) L.i.t ` r Date r • •t`'1 IS -0 v BUILDING PERMIT PERMIT" DATE VALUATION LOT TRACT i JOB SITE y APN ADDRESS 54_;= A.lp 1 +:A O - w .• OWNER, I CONTRACTOR / DESIGNER / ENGINEER CrN: OF 1A QUb"A rMEW&LOM"T'. '[CyuL CONSMUC1,1014 78 495 C'.AL19 TA>1MCO 73091 COURMY CLUB DIS. A.,2 LA QtfiMA CA 9 233 P M DRSCA, 92260 t X760)360-8 3 C' Td#R -o6i8 - . USE OF PERMIT 's 1 • + 0l4tdb RAL Ai.1Il,;[ NCf . ' f C }I ARD9N' BY +y1►..LL,2/ Uj1. .F. f0{% /'♦t%i` iQi 34C "H, .j4jr ^ C+ Ljt3[}2 jjMI . jEXTL jJ2J .)i .1yC3; ,`ITS Ct `R Vi'T.Lt.A0F, C" }1 f1.4.iq.i'e0 0PFiYb'k Y7' 0D L'SXC.t.tE a ll7.'. ''@ 6' ffl0 3 ."A- VALUATION A- V.A LUATION 6 i?'. WOOD iENCY V0.00 Iii 35.00 LF ZiS1MMA) CO -W OF (M1>fS"STtTH':UON 3,797.50 ELECTRICAL FEE 101.090.420.000 $50.00 CONSTMICTION FOX 101-000-418-000 $63,00 "40 TAI.. CONSTRCTt"°T11.(' N ANDPLM CHEM. $91.00 :[ MS PRE­M)Pwis I 50.00 RECEIPT I DATE Tormi im-y ,'L':[+` s l'n now I r1*100 DATE FINALED I INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. -Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS Steel Set BacksD Electric Bond Footings Bond Beam D _ O , 3- q S Main Drain Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: / V/v A74/ 4/ o Building 54.4;4- Pade;ro Address v.. v CAmchelle Valley Land Co., Ltd 4 P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Mailing I Address 732 W1111ama Rfw-d City lZip ITel. ntractor Aaaress - I 732 iinims Road City lZip - I Tel. No. 00320 BUILDING: TYPE CONST.—OCC.—GRP. A.P. Number a9te— i9•f>l 1. ' Legal Description Project Description sn, t<t4m State Lic. City Minimum Setback Distances: & Classif.' 197 Lic. # 7S1 Sq. Ft. No. Size Stories No. Dw. Units Arch., Engr., .. New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Designer Address Tel. Issued by: Date 7/1/87 Permit City Zip State Validation: Lic. # _ LICENSED CONTRACTOR'S DECLARATION I. hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000)of Division 3 of the Business and Professions Code, and my license is in full force and effect. t/ .DATE _ - SIGNATURE t' * P "y-.7" + // 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 Estimated Valuation • 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 thanfivehundred dollars ($500). 0 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness'and Professions Code: The Contractor's License Law does not apply to an owner of property who PERMIT AMOUNT _ - Plan Chk. Dep. Plan Chk. Bal. Const. • 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.) Mech. Electrical Plumbing ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law S.M.I. 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.) ❑ I am exempt under Sec. B. & P.C. for this reason Grading Driveway Enc. Date r owner ' r WORkERS COMPENSATION DECLARATION r ,e 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 q;.Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. 'Date - Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration it work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip HARD COPY Infrastructure TOTAL ... , r. _ . _ „< $20.0 . REMARKS- ZONE: EMARKS 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 7/1/87 Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES " 1ST FL. SO. FT. ® $ 2ND FL. SO. FT. ® POR. SQ. FT. ® GAR. SO. FT. ® CAR P. S0. FT. ® WALL SO. 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.COOL HOOD SIGN WASH ER(AUTO)(DISH) APPLIANCE DRYER GAS (ROUGH) GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED OTHER APP.IEQUIP. 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 SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL SO.FT.GAR ® 3/ac 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 OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE e4L"FOUND. REINF.% /j �. / CJ GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP.IEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE OUT WATER HEATER SERVICE FINAL INSP. ND BEAM /r 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 INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES11NITIALS GARDEN WALL FINAL t P.O. BOX 1504 Building Address 54-280 Avenida Madero LA QUINTA CALIFORNIA 92253 Owner Coachella Vallev Land Co., Ltd. maning Address 37 MUT I ,aaaz ttnnd City Zip Tel. Pala Springs . 9226:2 1 322-1020 Contractor Starr Construction Co* 732 Williams Road Zip Tel. vrinus 92262 3.22-1024 State Lic. I City & Classif. A-397934 Lic. # Arch., Engr., Designer Address I Tel City( 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 Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that 1 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, after, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 or the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation or Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) O I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Law.) ❑ 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. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit Is for one hundred dollars ($100) valuation or less.) - - I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree'to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above- mentioned property for inspection purposes. Signature of applicant -Date- Mailing ateMailing Address City, State, Zip HARD COPY No. 003055 BUILDING: TYPE CONST. OCC. GRP. A.P. Number 774-232-001-23 Legal Description Project Description plan "A= FINAL DATE INSPECTOR 'Issued by: Date 4/22/8 jPermit Validated by: Validation: Sq. Ft. 1410 Size A 2 lYvqG No. No. Dw. t1'AR Stories f Units New (=X Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation $74,197.00 PERMIT AMOUNT Plan Chk. Dep. C11111o, 41n Plan Chk. Bal. Const. Mech. Electrical A -110 Plumbing 44 - nn S. M.I. K . ^.1) Grading nn Driveway Enc. 9n ;in Infrastructure t TOTAL iv 4 1, di; lAZ'-' ► fi 14 K% duly REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR 'Issued by: Date 4/22/8 jPermit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES . 1ST FL. - SO. FT. ® $ 2ND FL. SO. FT. POR. SO. Ff. ® GAR. SO. FT. ® CAR P. SQ. FT. WALL SO. 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 f4&OUGH 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,TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ®c BATH TUB BOND BEAM SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL LUMBER GR. SQ.Fi.GAR ® 3/ac HOUSE SEWER .f-//1_ ( G7.- FINAL INSP. 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 17 ( -SETBACK -i2 5 1 GROUND PLU UNDERGROUND A.C. UNIT COLL. AREA Qr4 LSLAB GRADE - fq_-a 1 f4&OUGH PLUMB/ / ') BONDING HEATING (ROUGH) STORAGE TANK C`FORMS - 2 _ 7 SEWER OR EPT C TA 'ROUGH WIRING e _ DUCT WORK ROCK STORAGE FOUND. REINF. _ r 2 ,/C 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. .f-//1_ ( G7.- FINAL INSP. n,FRAMING ROOFING O '7 // // /O ,` ^ r REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL I1415FLU I V X'J WUNA 1 UKLWINI I IALb. GARDEN WALL FINAL *Desert Sands Unified School District 0 CERTIFICATION OF PAYMENT OF 104 ,•':;s' SCHOOL FACILITY FEES UQ TO: City of La Quinta DATE: 0/AIJV Department of Community Development 78-105 Calle Estado La Quinta, CA 92253 This is to certify that developer ofwhich is located at T- JT,0 within this District, has paid scho facility fees impos d pursuant to the author y generated by Government Co e Sectiot► 53080 in the amount of S -930 ' ( 9r ofl hb > covering a total of Q y /#/0=,2ZA square feet 6f (A.-1' residential or ( ) industrial/commercial development and that building permits for this footage in this development may now be issued by your jurisdiction. for DESERT SA DS IFIED SCHOOL DISTRICT White - Building Department • Yellow - Facilities Planning • Pink - Accounting • Gold - Developer (10)-37 l7 0 Z O U W :e Z O H U LLJ U) Y Q 2 W Cr X Z O F- 0 LU U) COUNTY OF RIVERSIDE, ENVIRONMENTAL HEALTH SERVICES DIVISION PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM % Applicant: Submit this form with four copies of a scaled plot plan (1-20 scale) drawn to County specifications required on the attached check list. A non-refundable filing fee of $37 is required when the application is submitted. Check must be made payable to the County of Riverside. Building Department Application Log # Name (Owner, Agent, Contractor, Etc.) S- A.e.2 C 5-7- e,"_- . Mailing Address 73L e(J14 c -A ... S City State .Z Z Zip Code Telephone 37z Job Property Address "Cityoar=Community. L,q div N Legal Description of Property. (Lot, PM, TR) /7' 'Assessor's Parcel No. O r An2C EL Water Agency or. Well. 3 Q Lot Size ,d c GL k Use of Permit Planning Case N 5 O ? Z3 !/ 7 L E SFD, MH Site Preparation Etc. xU Signature of g plicant Date 'The above information must be verified from Building Application STAFF USE — DO NOT WRITE BELOW THIS LINE Initial Date Certification of Existing S.D. System required. ❑ Yes 9'NO ? y .24, 1C WQCB Clearance required. ❑ Yes O No Soils feasibility report required. ❑ Yes 12"N" Detailed Detailed boring report required. ❑ Yes Lt No % % Detailed contour plot plans required. ❑ Yes ❑ No Staff Specialist approval required. ❑ Yes ©No Lot Inspection Date Soils/boring report by Project # Date Soils Map Page Soil Type (11C , C Approved by 't Date Y - •% t f Type of System: t No. of Bedrooms (1) SepticTank Rate Required 1:1G7 Existing New ❑Additional EJ Replacement rY Gtr - p ..,,VGals. `Soil (2),Leach line sq. ft. Sidewall allowance InstalLine(s) Ft. Long, l Leach bed Sq. (Bott'om,trench area) ft. rock/ Sq. Ft. Ft`wide..win mid_ n. inches Ft of bottorl _ per running ft. C}`N/A -•-.,, rock below drain lines area Leach lines/bed-special design for slope: Applicable- pplicab (3) Pit Diameter / No. Pits Pit BI / Seepage Pit total depth N/A—"" N/A Overburden factor - ®,gr / Max. allowable depth 4(p This application is ,.a, pro_v e ,' d,enied for the design of a subsurface disposal system as indicated on the accompanied plot plan using the requirements set forth in Section- . A building permit is necessary for the installation of the above -designed system. (1) Septic tank and sewer lines must bei 0' from any wells (2) Leach lines must be 100' min. from any wells including expansion area"` - (3) Seepage pits must be 150' min. from any wells including expansion area At ft r .. Signature of Health Official^DAte RECEIPT NO. / Issued byk Date y 11r' District: ❑ Riverside 9*1ndio ❑ Hemet ❑ Perris ❑ Rancho Calif. ❑ Blythe Distribution: WHITE—Office fileY W—Applicant PINK—Bldg. Dept. GOLDEN*—Pending File DOH -SAN -122 (Rev. 6/86) .Y. • OFFICE OF • AGRICULTURAL COMMISSIONER 4080 LEMON STREET, ROOM 19 RIVERSIDE. CALIFORNIA 92501 (714) 787.2561 46-209 Oasis Street, Room 14 Indio, CA 92201 (619) 342-8291 Dear Developer/Landscaper: E. LEON SPAUGY COMMISSIO.vFR JAMES 0. WALLACE ASSISTANT COMMISSIONER Thank you for inquiring with the Agricultural Commissioner's Office regarding local quarantine laws. Any diseases or insects associated with the plants/landscaping material presented on your landscaping plans do not pose a threat to the Coachella Valley Citrus, Date, Grape, Vegetable, or Field Crop industry. We therefore approve your landscaping plans. If however, any substitutions of plants/landscaping materials within your plans occurs between now and the actual planting date, you must contact this office within 48 hours before delivery into the Coachella Valley. Also, the substituted plantshandscaping material must be held for inspection upon arrival. Any sub- stituted landscaping material found infected/infested with quarantine pests will be immediately treated or shipped out of the Coachella Valley at the discretion of the Agricultural Con issioner's Office. Under penalty of perjury, I.the undersigned will comely with the above, Authorized Agent: Name Qw1aFS ✓ . Eli Signature Permit Numbers) $ n A _ iW01 Date h/_ 20_ ?7- . Developer.. - Address 73 2 AGRICULTL'RAL CO ^"fi'SS IO`:ER' S APPROVAL 3 -24. 'Z- Date f — 2O—g-2 Authorit} cited A,ciic.ultural Code; Sections 6301, 6461, 6462, 6464, 6501 6521- 6524 ' ec: i.2 "Flan, Chec`K, It;d`ito Office, Riverside Office Yol-r1 .% - 10/t..•.'k l i ZY 2/ l 2G ZIt Z r► j? ,, 3/ 2- 2- -3/2- 3/ZqL/ q L / z2 2- I -2o7 I r 5 /S7 22.3 / rr / r► -Za3 19,1 zs-e/ 4 ►, i 308 225 20• ► 2 z2z l i ZY 0 e7 Gy APPROVED ED A 2/ l 2G ZIt t 9 19 2- 0 e7 Gy APPROVED ED A arl, d STEWART TITLE COMPANY OF RIVERSIDE COUNTY 700 E. TAHQUITZ-McCALLUM, SUITE H • PALM SPRINGS, CALIFORNIA 92262 (619) 320-1101 u City.of La Quinta P.O. Box 1504 La Quinta, California 92253 ATTENTION: Jerry Herman Dear Jerry, April 21, 1987 As per our conversation this date, please be advised that a search of the records reveals that none of the adjoining lots included on the attached Exhibit "A" have ever been merged and there should be no problem issuing building permits on each lot. Very Truy Yours, .R. "Sy" DANIELS President - Desert Division EXHIisIT "A" PARCEL A: Lots 11 and 12, Block 207.of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 20, as shown by Map on file in Book 19 page 38, of Maps, Records of Riverside County, California. PARCEL B: Lots 1 and 2, Block 223 of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 21, as shown by Map on file in Book 20 page 22, of Maps, Records of Riverside County, California. PARCEL C: Lots 1 and 2, Block 254 of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 24, as -shown by Map on file .i Book 19 page 44 and 45; of Maps, Records of. Riverside County, California. PARCEL D: Lots 1 and 2, Block 308 of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 28, as'shown by Map on file in Book 19 page 59 and 60, of Maps, Records of Riverside County, California. PARCEL E: , Lots 23 and 24, Block 261 of SANT:'_ CARMELITA AT VALE LA QUINTA UNIT N0. 24, as shown by Map on file is Book 19 .page 44 and 45, of Maps, Records of Riverside County, California. PARCEL F: Lots 17 and 18, Block 312 of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 28, as shown by Map on fil.e in Book 19.page 59 and 60, of Maps, Records of Riverside County, California. PARCEL G: Lots 4 and 5, Block 190 of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 19, as shown by Map on file ir: Book 19 page 33 and 34, of Maps, Records of Riverside County, California. PARCEL H: Lots 5 and 6, Block 157 of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 16, as shown by Map on file in Book 18 page 99, of Maps, Records of Riverside County, California. e MADLIN'S ENTERPRISES ENERGY BUDGET & MANAGEMENT CONSULTANTS P. 0. BOX 1443 - PALM SPRINGS, CA 92263 (619) 324-1731 PROJECT: SINGLE FAMILY RES. PLAN A PREPARED -FUR: BAY SANDS CONSTRUCTION CO. JOB NUMBER: 10685 DATE : 06/30/86 -----------------------7------------------------------------ THE FOLLOWING INSULATIONS, FEATURES AND DEVICES WERE INCLUDED IN THE ATTACHED TITLE 24 COMPLIANCE ANALYSIS TO DEMONSTRATE COMPLIANCE WITH THE STANDARDS. -----=------------------------------------------------------ ------------------------------------------------------------ WALL INSULATION - FRAME R=11 BATTS WITH 1'' POWERWALL BOARD ROOF / CEILING INSULATION ............... R=38 RAISED FLOOR OVER UNCOND. SPACE ......... NA SLAB INSULATION ......................... NONE REO. - GLAZING U VALUE .65 DUAL'PANE GLAZING SHADE COEFFICIENT ............... 1.0 CLEAR* GLAZING TREATMENT - SUNSCREENS .......... NOT REQUIRED GLAZING TREATMENT - OVERHANGS ........... AS SHOWN ON PLAN SKYLIGHTS ............................... NONE , VENTED ATTIC (100% OF AREA) ............. REQUIRED CONTINUOUS INFILTRATION BARRIER ......... NOT REQUIRED VAPOR BARRIER ........................... ..................... NOT REQUIRED ELECTRICAL PLATE GASKETS ................ REQUIRED HVAC EQUIPMENT EFFICIENCY ............... 8.7 seer COOLING (HEAT PUMP) AIR TO AIR HEAT EXCHANGER ............... NOT REQUIRED THERMOSTAT............................ SETBACK REQUIRED THERMALMASS ............................ REQUIRED - SEE SCHEDULE DOMESTIC HOT WATER ...................... HEAT PUMP ADDITIONAL NOTES ---------------- ---------------- * CREDIT TAKEN FOR INTERIOR DRAPES - NOT REQUIRED TO BE INSTALLED PRIOR TO FINAL INSPECTION. * GLAZING CONSIDERED TO BE CLEAR IN CALCULATIONS. OWNER MAY INSTALL. AT HIS OPTION. BRONZE OR GREY .TINTED GLAZING WITHOUT ADUITIONAL CALCULATIONS. BUILDING DESIGN AND EQUIPMENT SUMMARY Page 1 of 3 FORM 2 BAY SANDS CONSTRUCTION - JOB NO. 10685 ------------------------- -----------------------.'PLAN -PLANA -ENTRY To i EAST - LA QUI NTA i. ' SINGLE FAMILY RESIDENCE - SINGLE STORY ----------------------: HEAT PUMP WATER HEATER.- REVISED CALCS(plan check:/permit #) CLIMATE ZONE 15 ----------------------' ' (checked by) Building Type: Single Family '----------------------' Documentation Author (Serial # DEMO): .(date) MADL'IN'S ENTERPRISES P.O. BOX 1443 - PALM SPRINGS, CA 9263 ---------------------- 619-34-1731 Enforcement Agency Use Compliance Method: POINT SYSTEM Date: JUNE 30 1986 =-------------------------------------------------------------------------- BUILDING ENVELOPE DESIGN Total Conditioned Floor Area: 1397 sgft Insulation R -Value ------- Area POINTS ------------ ------ SLAB PERIMETER Type 1: R- 0.09 16",1 fit 1397.0 sqft Type -4 RAISED FLOOR Type 1: Type ' Over Open: CEILING Type 1: R- 38.0 1397.0sgft Type 2:_ +4 Attic: 100 WALL Type 1: R- 16.5 (assembly) 1591.0 sgft Type +0 Glazing U -Value ------- % ----- Area ------------ ' WEST Type 1: 0.65 4.2 58-0 sgft -- Ty pe 2: NORTH Type 1: 0.65 7.3 102.0 sgft -6 Type EAST Type 1: 0.65 2.3 32.0 sgft +' Type 2: ' SOUTH Type 1: 0.65 1.3 18.0 sgft +2 Type 2 SKYLIGHT Type 1: +0 Type INFIL. CONTROL: MEDIUM: Standard Infiltration Control Features -1 with Outlet Plate Gaskets THERMAL MASS: -See Thermal Mass Calculation Worksheet - Type Material Area -------- ----------- ---------- Interior ---------- Interior Conc 140 164 sgft i +6 BUILDING DESIGN AND EQUIPMENT SUMMARY Page of 3 FORM ' PAY SANDS CONSTRUCTION - JOB NO. 10685 PLAN A - ENTRY TO EAST - LA QUINTA Climate Zone 15 --------------------------------------------------------------------------- Shading S.C. % POINTS WEST Type 1: 0.66 4. -8 Type NORTH Type 1: 0.66 7.3 +0 Type EAST Type 1: 0.66 2.3 -3 Type 2 SOUTH Type 1: 0.71 1.3 +0 Type 2 SKYLIGHT Type 1: +0 Type ._ SOUTH OVERHANG: 2.00 ft South Glazing = 1.3 % +0 MOVABLE INSULATION: Non a +0 INFIL. CONTROL: MEDIUM: Standard Infiltration Control Features -1 with Outlet Plate Gaskets THERMAL MASS: -See Thermal Mass Calculation Worksheet - Type Material Area -------- ----------- ---------- Interior ---------- Interior Conc 140 164 sgft i +6 BUILDING DESIGN AND EQUIPMENT SUMMARY Page 3 of 3 FORM BAY SANDS CONSTRUCTION - JOB NO . • 1®685 PLAN A - ENTRY TO EAST - LA QUINTA Climate Zone 15 --------------------------------------------------------------------------- HEATING, VENTILATING & AIR CONDITIONING SYSTEM POINTS Space Heating and Cooling HEAT PUMP Floor Area= 1397 sgft ' Brand & Model No: -------------- -------------------------------- ' Heating Output (Btu/hr)'_ ------------------------- EER 8.7 Cooling output (Btu/hr): -----------=------------- +7 Domestic Hot Water Systema HEAT PUMP Brand.& Model No: ------------------------------ ---------------- ' Tank Size (gallons): ------------------------------------------- ' TOTAL POINT SCORE POINT COMPLIANCE GOAL (see calculation worksheet) 85435 MIDDLETON AVE. •' yam:,` :. '; • - THERMAL, CALIF. 922'(714) 682-9025 ROY- G.: PALMER onsulting Engineer. 585 Iowa Avenue, Riverside, Calif .92507 Date 2'-.-26 79 ?F«..: •- w:..: `' CALCULATIONS J . N . ' SHEET 1 OF 1 Qc LL N Ai w . IL ILL t • .ter; '.`-; : -. N Z: w 72 _ a t- C{ 'j r < x . . -K d Iz 72 3X4 124' 7" RB0 4X4 24' 7" 3X6 124' 7" is 5X6 24' 7" 5X4 114, 7" 1.5X3 24' 7" ® lid m .w o . M LASS 4.00 2X4 •3 HF, FL, OR SO.P--UNLESS 8EE.DRWG6 A138 FOR PLATE LOCATION AND ORIENTATION ON TYPICAL JOINTS. LOCATE TOP CHORD INTER—PAN9L SPLICE WITHIN 6" OP.PAUEL 1/4—POINT. 4 EO. TC PANELS 2 EO. BC PANELS MEASURED FROM INSIDE SCARFS 2X5 24' 7" 2X4 28'18" . MIN BRG SPAN 3.58" 24' 7" "• - BOTTOM CHORD CHECKED FOR 18 PS P ter"- 211 * %" MAX LIVE LOAD PLRTE TYPE --ALPINE a aIM1PORTANTItt ""ESS TIESE LPECIFIcAllms FOR IBlviER Am TRUSSES AEOUIRE EkMrkf CARE III IFIMOLING1 nI.PINE COMEC1000 ME FOLLOUrn I1Nn 11IE uARNING ENECnoN AND BRACING. SEE -OUT-16 IRUGUG UUILT IN LYWFORINWCE Willi-IIUALIIV CONTROL "UN.- by .till 10OICIN: U(W 1fiUSGE6. CIMYONIMY IMRECOMCNA111ONG- IRM OItN1. OE RU YIYIIRWIIES DF 11115 AESIC11EIIPNE9S Im Impt1E0. MO. SEE 1111S OESICN FDII 1111111111111911. SPECIAL URACING t.P IINE I3111MIt1S 11RE mustoci1111rn Felon 20 GIRME CINM1NllrU STEEL w_oblafmCN1S. UNLESS OuaIUISE AMU, TOP CIFMtO SINYL MISS 0111'RYISE :AFINN fIrETING 110911610111 -NIS OF AST" AV9G UUW A. IIE 1111L'N11LLY GRACED RIM PRAPERLY N111F]0'O PLYN0011 WR I LIDOYCTORS TO 11 111 FfoU6 nl CnCll JDINI Aft) IOCAfE 05 610YN. 6100111NG, 8111TOfl C1111,10 Y1111 RIGID CEILING OR BRACING MIMING N10116 TWE Y' ft"A111411- 10,11I'SS OTIIERYIGE Glit". DMIGN AT Ill MU11 OF 10 FEEI O. C. no NOT USE 11116 11IMA SllimylpU9 [0NIt1NN UI1II fM'PI ICIIRIE PRRVISIMMA RF •N13.11 ItJD •IPI -10 I 1/1111 FINE RT IMAN1 IRERIFD IOWA. .--lPl - 1RllSs PL1nr INsl l llnE, IAS - MITIMM DESIGN SPECIE ICATICU FOR NOW COUSTRUCIION M. 13t;J7 0000 24' 7" /00c=c=. 1 0 0 0 0.0 /2 XC -15 22' M2 24' 7" 21' 11" 0 0 oSTANDARDo 0 0 2X4/2X4 PITCH '421188 nu 4.0/12 SPANS TO 24' 7" COPYRIGHT 1981 4000442 1/12/81 A450,122 Q ALPI Eo 0 0 0 0 o TRUSS 1' ALPINE ENGINEEREO PROOUCTStINC. P.O. BOX 2225 POMPANO BEACHIFLORIOR 33051 L 305-751-3333 DESIGN CRITERIA USC TC LIVE LOAD - 16.8 PSF TC DEAD LOAD - 14.8 PSF •+ SC DEAD LOAD • 5.8 PSF TOTAL - 35.8 PSF DUR. FACTOR 1.25 SPACING 24.8" OC FIR OVERALL SPANS LARCH 2X4 TC 2X4 9C 24888-2.09 24' 7" 24' 7" 2258F -1.9E 24' 7" 24 '.7" y 2148E -1.8E 24' 7" 24' 7" s 19588-1.7E 24' 7" 24' 7" R 1P08F-1.6E 24' 7" 24' 7" 1658F-1.59 24' 7" 23' 8" lArAP-1 ac 1A. 1. 11• 0" 01 MC -15 24' 7" 24' 7" 1 9" 8 /2 XC -15 24' 1" 22' M2 24' 7" 21' 11" LOADING SPACING 35.0/1.25 24.0" 2X4/2X4 PITCH '421188 nu 4.0/12 SPANS TO 24' 7" COPYRIGHT 1981 4000442 1/12/81 A450,122 • 1 1 27' S'P 24'10-P BOTTDM CIIIROe fiqT BE REINFORCES PITH MO qo ;0-P 40 S -P to PROVIDE nwITIONRI. LOAD CRPRCITT fl9 GIRDER LENGTH SHOYN IN TABLE AT RIGHT. SCRSS MUST BE 4o- 0-N q0 0-11 OF SW SIZE AND GRADE AS BOTTOM CIC O" ^ lq' 0 - 15' 0' two U1 tt BE RTTRCI•EO IN TIE NMI TO 18' O OTP41H USING TIE MILTIPLE'M OER N q0'0"P RTTRCIR£NT SCIIEUIILE B&OV THE. SPAN 7AZk 'p': 00: IF UPLICE IB REOUIREO IN SM. IT- 16 'TO 18. 0" PRffEUIDLE LOCRTE SPLICE 4. ORJ- MORE + Y' mlWilma -I FROM BDTTOM CIORO SPLICE. CONNECTOR 20" 0' PLATES ARE REOIIIREO ;ON BOTH FACES OF 21°' O` $CFO AT SPLICE AND SINtL DE R 7XB'• 22' 0 24'• 0- irD FM OL CK REGUIRMUTR231:41 N 2X4 V 2XG I ONE BLOCK P 2XO X 2110 • ONE BLOCK 25'• 0` R 2X4 • ONE BLOCK T 2110 • T110OLOCKB : 28' 0- T 2XB Z 2119 • TOBLDCKB1- 27'' 0' V 2X9 • 7110 5' 0'P 3' 6'P 28' a, LETTERS AFTER TRUSS SPAN DEFINE 3q' 8'P 32''6`P BEFiIING R NO BLOCK REOUIREMEWS 320. 0- WE DRRYING 8117 FOR BLOCK NRILIND 31' 0 - FWD DIIER GIRDER DOTn. _ ALPINE ENGINEERED PROOUCT9rINC. 2' 1`P 12' 1`P 33' 0- nn nNonUT 34' 0It ' 32•'5"P q0' 0740' BOLT I 6x10 P.O. BOX 2225 5x6 W/SPLINr►FD_ rr -rte■■■ate■a■ lA S 5 SINGLE IPLE OV26192' r ., B' P q' S'p 27' S'P 24'10-P 27f 5" 24[10' qo ;0-P 40 S -P q0. 0-P 40 0'P q0^ 0-P q0 0'P q0 0:1 q0 '0' 4o- 0-N q0 0-11 90. 0-N 90. O -N .►}lo" a 182 2' q -P 22' 7`P 22F7"P q0'0"P 40' 0-P 40•10-P 40' 0'N 40' 0-H 40' 0'0 Y' mlWilma -I 0 q -p 20' y P 20P qq P lot 3"P 10 "p 0' '0- 90' 0' q0' 0' q0" 0 -P 40. 0'P q0' o:N Ito 0` q0' 0`N qD' 0`N q0' 0-N q0' 0"N _ 0 I ° r B 3"P 8' 7'P 10' 3-P IB• 7'P 181VP 37-5-P 40'. O -P We 0'P 40' 0'N 40' 0'N 40' 0"N R• M q'P IpH4. U•S P 5' 0'P 3' 6'P 15' 0'P 13' 5'P 151 0-P 13t 5`P 3q' 8'P 32''6`P 38' 2` 35' 3- 38`.2-P 35'•3`P q0' 0`N 40. 0`P 4O' 0-N q0' 0-P 40' 0"N q0' 0`P _ ALPINE ENGINEERED PROOUCT9rINC. 2' 1`P 12' 1`P 12f 1`P 30"5'P 32' 5'P 32•'5"P q0' 0740' 0-P. 40' 0"P P.O. BOX 2225 0-to`P 10' lo -p 1ot10-P `N 28•' '5`P 28' B -P 27' 3-P 2g.;B`p 27' 3-P qo' 0'P 40' 0-P q0' 0 --pp qtly 0'P 40' O'P q0, 0'P • PO11PRNO BERCH FLORTOR 33001 8' 7-N e' 7'N 8t!'7 26' 10"P 40' 0'pP 4U 0"P 40 0`P .A 3D5-701-3333 8' 8"NNN 0' D -N 0!' 0'N 25"`1"P 25' I"PP 25" A"P DESIGN CRITERIA UBC 64 TCILIVZ LOAD - 16.8 PSP 6' 7`N Jt' 7`N 20'10"P 20'0" 20'!0"P 38' 8'P :IB'10'P J 30' o -P 38 l0- 7'N 5' a B' 5' a N 6t. 6"N 18' l0"P 18*10'P 18'10'P 35' 10`P 35'10"P 35' l0'P 9 PSF BC - 15.0 Pse 9'1o'N 4' 1-N q' 10 -N 4' 1-N gt.10'N 4!: 1'N 17"0"N 15"q"N 17' 0-N 15' 'qiN 17"-0'N 15':q -N 32' B -P 30' 0'P 32' 8'P 3o' 0'P 32' 8-P 30' 0-P DEAD LOAD TOTAL - 35.0 PBP DUR. =ACTOR 1.25 __-- _--- ---- 13' 11"N 13' 8'N 13"-8-14 27' 2-P 27' 2'P 27. 2"P I __-_ __-- ---- 12' 2-N 10'l0`N 12. 2-N 10'10'N 12'. 2-N 1010-N 2q' S -N 22' 3`N 2q' H -N 22. 3'N 2q' 8-N 22' 3-N e8- LIVE LD REDt USED (UBC I FIR -LARCH 8' 8'N B' B -N 9-' B -N 20' 0'N 20' 0-N 20' 0-11 111 68 6 LMT 09 tOPPORT61RCt [PPOSIR 6CRO =OP CHORD 2X 4 Il j ` BOT CHORD '2X 8 #1 WE88 2X 92 2x4E 16D Nn1LS (IN 6TRGGEREO PRTTENNI RS ERCH LRYER 16 APPLIED. CLINCH RLL NAILS IN 2 MEMBER GIRDERS:• y-170 R--NRILS4: TC 8 IN OC:; VE06 16 IN DC 2-3x7 0--NnIL641 BC RND/DR 6CR0 4 IN OC r C -41111.E1: DC 3.0 IN OC: GCn06 9 IN OC 1 I O--NRILGA: DC 3.0 IN DC: SCnOS q IN DC E--NRIL6&: BL' 2.5 IN OC: GCRBG 5 IN DC 2x8 axa/spl 8x8 r NF -ONE .5- TIIRU BOLT MnTI BE SUBSTITUTED 10x10 320' /x9 TQx]0/spl FUR EVERY 2 NR1LS. (UOL NAIL 6PRCING- W/SPI. a1L.spl; 10. 1110. 2.0- MIN. DOTTUM EDGE DIST. EO. TC "PHLS AHD 4 EO. BC PHLS- G --ADO '.5- THRU DDLTB RT EACH BC PNL PT -T'IEA5URF:D FROM INSID FS 1 1140 EHCII SIDE OF OC SPLICES. NOT REO. GIRDER LENGTH FUR OC IF GCIIEUl1LE 'F' 16 USED. UNLESS 111E'd_ SPECIFIVITIONS TOR LUMIFIl PINI I IAUSSES REQUIRE EXTRERE CIVIC IN 11IRJLING ■&IMPORTFINTa ' IV.PINE COINCC10R6 n+[ FouoYEO 1110 TIE 'WFIRNING EAF6110N AND DI+nc1IA:. GEE MUT 7GL pig 0 4 1NIZUEG UIIILI IN CUNFORINNCF 111111 '111IALIlY CINIIRDL fOMlllll.- UY •ll'1, . IUUMING NUUII TIIU6SE6: CINVENIRRT RHI RECI)MW""R110NS- IIIERE MOM. 11L- NU 9I0111NIIE9 OF 11119 IYSICN, ENPRES4 DN In'LIED. e1P11. SEE 11110 OE91GN FWI nlUI111N11L SPECllll. oRWING n1.PIN[ CONNECIUII9 AnE MINIFIICTURED I110A 20 CAGE GICVIINIZEU SIEEL IREUU1111AENI0. UNLESS 011ERNISE REO -U, TUP CI0+0 S11ML a I.NLESS D111ERVISE 5101UN, IEETINC REIIUIRIMNTS DF RSIII 11446 CRIRIE D. BE lRIL1111LLY BRRCED 911H PROKALT HIIII31ED PLTNUOD tya 17 . n'PLY CONIIECIONS TO 00111 FACES III EACH .IIIINT AND LUCAfE AS GOWN. 61NR1111M, BOITUII CIE7RRO VIIN RIGID CEILING OR BRACING Q _ ti UEnRING NIOIIG ANE 9- N1111Nr_ UNLESS 01IEH9IGE 61r)NN. DESIGN IRT IVIXIMM OF 10 FEET 0. C. M NOT USE 11116 DESIGN STHNOIR05 CONFUNR VIM RIMLICIOLE PROVISIONS OF •M9-77 IINO •IPI -70 111111 FIRE NE111WHI WHIM WWII. r --TPI - IRUSS PLATE INSTITUTE.i UOS.- NnTInNAL DESIGN SPECIFIC11lI0N FOR 9000 CONSTRUCTION LORDING 35.0/1.25• 2)(11/20 PITCH 11111M PR 11.0112 SPANS - TO. 34' 0'1 COPYRIGHT 1981 4000484 4/20/81 DRAW# A498,134 a••tn..a c,n T rives /aD THTC 11 }'R T1:N 'PIl }711 }:l79'T(1N R11N•PRI11;-PI1F( w-rm-. .. nom..- . .. . .-...-. 3X6 36° 7" 3X5 34' B' 3X4 3B' B" ABOUT I 5x5 36' 7" 5X1 114, 8" 5X5 116, 7" 5X4 34' B" 1X4 38' B" 93X6 36' 7 3X5 34' B 3X4 395 B I 1 5X4 I:JX3 136: 36' 8'I WEBB 3X4 36' 7" 2.5X1 29' 9" P. E BOX 2225 TS,INC. CI 5X6J!3A0B- G C7 A o 5X5 U 5X4 0 2X6 113 11F, FL, OR 50.P --UNLESS SEE DRWG• A138 FOR PLATE LOCATION AND ORIENTATION ON TYPICAL JOINTS. LOCATE TOP CHORD INTER -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. _ 4.00 1 EA. TC PANELS 3 EA. BC PANELS MEASURED FROM 2X8]34' 36' 7" INSIDE SCARFS 2X7 1" 2X629' 7" 2X52/' 9« MIN BRG SPAN 3.58" 136' 7" •♦ - BOTTOM CHORD CHECKED FOR 18 PSP . -------- 3G' 7" MAX- - o-1 LIVE LOAD PLATE TYPE --ALPINE m.. ...,. •-• - -_ ' " 01 00"'0' TRf{55C5 REQUIRE E1fiREtE CRRE IN IfW 1161 UNLESS TIW.SE SPECIFICATIONS FOR LIM::R (IND WARNING ERECTION IINO RRRCING. GEE-1YT-76 ■*JMPORTRNT*E p.PINE CUF71kCTONS HtE FOLLOYEO AND TILE iRIrsLG OutLT IN CONFl1NtUifME YITII 'IMIALIIf CONTAUL fUWIE1L' BY IPI, IU111GIN: YUOD MOSSES- COIYIENIHRY IIID RECOHIE►ORiIONS THERE 91111 BE NO YIYIItIU1T1ES OF 11115 DESIGN, 1]U'RE99 OR IHR IED. .TI'I1. SEE THIS OE91CN fON IIOUI/IOI.0 SPEI IAL RAIICING RLPINE CONNECTORS FIRE 111UMF(ICIIMUU fRON 20 drub CRLYANI)EO s1EEl REOu1RE11ER(9. UNLESS OIIIEAYISE RED'0, TOP Cl0 9WLL UMESS OTUEFtY1SE 5111YN METING kERI11REf[N1S OF RSltl A4Y6 GARDE A. RE IATERFLLV BRRCEO VII" PROI'EALY AITALUD PLTYIIOD 14 11'PLY 47RINECIORS TO U6111 F11CF:G RI EACH .MINI WO IDMIE AS GIENN. MIER1111NG, 80TTOf1 CIIlNO RIF" RIGID CEILING OR BRACING (ERRING YIO116 ME 4. min Ms. TINILY. 0111LNY1Gf. DOWN. ACSIGN AT f111tIffM OF 10 f19EET O. t EO ND1 USE INI6 OLISIGN SIRNORRUS CONF011M Will APPI_IC1181E PROVISIUM OF .1QIS-7) RNO .1PI-10 YIIN FINE REIRNO11N1 11tERfEO lUnOER. 0 --TPI - TRUSS PCRIE INS111U1E. MS - NATIONAL OESIGN SPECIFICRTION FOR Y000 CONSiRl1CT10N 0000no"` RLPINE ENG P. E BOX 2225 TS,INC. CI O G C7 A o C] U 0 0 -STRNDRRDo DESIGN CRITERIA A TC LIVE LOAD 1j.# Per TC DEAD LOAD - 16.8 PST o •♦ RC DEAD LOAD • TOTAL - 35.5 PST OUR. FACTOR 1.25 OC SPACING o 0 Q A L PI 24BBF-2.HE 36• 7" 36' 7" 2258F -1.9E 36' 7" 36' 7" n EA A 18BBF-1.6E 35' 8" 35' 8' 165BF-1.5E 33' 18 33' B" 145BF-1.3E 31' 11" 36' B' " SS 41 MC -15 35' 5" 35' 8" i • it 34' 5" 33' ♦2 MC -15 33' 1" 31' 8" s 12 31 1" 38' 5' 0 c Vx- TR UGG ' A o f(1vf w_.•c_ nu► - iS/l 75-16+14+ 5- 24 RLPINE ENG P. E BOX 2225 TS,INC. POWRNO BERCIVLORIOR 33081 L 305-781-3333 DESIGN CRITERIA • TC LIVE LOAD 1j.# Per TC DEAD LOAD - 16.8 PST •♦ RC DEAD LOAD • TOTAL - 35.5 PST OUR. FACTOR 1.25 OC SPACING F IR OVERALL SPANS LARCH 2X4 TC 2X4 BC 24BBF-2.HE 36• 7" 36' 7" 2258F -1.9E 36' 7" 36' 7" n 21BBF-1.8E 36' 70 36 7" s 195BF-1.7E 36' 1 A 18BBF-1.6E 35' 8" 35' 8' 165BF-1.5E 33' 18 33' B" 145BF-1.3E 31' 11" 36' B' " SS 41 MC -15 35' 5" 35' 8" i • it 34' 5" 33' ♦2 MC -15 33' 1" 31' 8" s 12 31 1" 38' 5' LORDING SPRCING 35.0/1..25 24.0" M/2X4 PITCH f(1vf 43WT5 FI 4.0/12 "'SFRNS TO 36' 7' "a6 1367)1 COPYRIGHT 1981 68BB113 A450,123 EfCUR /12/81 w_.•c_ nu► - iS/l 75-16+14+ 5- 24 - r rr r r r -r -r. ■ 2x4 i.. J 2x0 8x8/spl 8x8 S20 -7x9 8x8 L0x]0/ S20 -7x9 70x]0/ _A4. qP1. sl)l all-. spl. spl 6 EQ. TC PNLB AND 6 EO'. HC'' PNLB• - -`a-":, IRC'8 •Q J GIRDER LENGTH .TRIPLE ' 0'N 110' 0' 4D' 0'N O'N 40' 0' 40' 0'N O'N 90' O'N 40' 0'N ' 0'N 40' 0'pp q0' D'N 0'N 40' 0'11 110' 0'11 ' O'N 40' 0'11 40' 0'11 0'N q0' 0'N 40'g'N ■ ' 0'P 40' 0'P 40' 'P 1 11"11 40' 0'P q0. O'P 011, q0'• 011, q0' 0'P ' O -P 40' 01P 40' 0'P 0"P 40' 0'P 40' 07 ' 0-P q0' 0'P 40' 0 ' 0'P 40' 0'P 40' 0' '*O'P 40' 0'P 40' 0'P ' 4'P 38' q'P 30' q'P 0'P 36' 07 36' 8'P 7'P 3q' 7'1' 39' 7'P '11"P 32'11'P 32'11'P 2'11 31' 2'P 31' 2-P 6'P P 29' 5' 29' S'P RS ERCH LRYER 16 APPLIED. CLINCH RLL NRILS IN 2 MEMBER GIRDEM , z9z, 4 DO R--NRILG+: TC 0 IN OC:: WEDS 10 IN DC 2-30 0--NR1LGAI OC RNO/OR 6CRO 4 IN [DEC C--NRILGA: DC 3.0 1N OC: 6CROS 5 IN DC D--Nf11LGs: OC 3.0 IN DC: SCROS 4 IN OC E--NR1LGo: OC 2.5 IN DC: GCI)OB S IN DC mF-DNE .5' THRU BOLT I1RY 8E GUBBTITUTEO FOR EVERY 2 NRILS. I00L NRIL GPRCING- 10' 11110. 2.0' IIIN. BOTTOM EDGE DIST. G --MO .5' 7HRU BOLTS RT •ETICH BC PNL PT IVIS EIICII SIDE OF OC SPLICES. NOT REO. FOR OC IF GCIIEIME 'F' .16 UGEU. t+<IPII'ORTFlNT 1F'1 I'mALPESS INE 11IESE SSPECIFIT11EIMS FOR LIMBER TUE 1 TRUSSES REOIIIRE EXTREIE LIVE 114 1111ULING -- NFlRNING ERECTION 0111 UIUICINI:. GEE -u11T-16L cr TRUSGEG QUILT IN W11FIx11UNT VIM 'IXIILITY CONIROI. 111"fiL' UY alibi, 11111111:IN: Now TRU'AkG; CIx1IENIIIRY IVx) RECUMNi1R110115-IIIERE SIIVL OE NO VINUINNTIES OF IIIIS OESICN, EXPRESS 1X1 111'1ILI). •TPI). SEE TMS RESIGN FON IY)UITIONIL SPECIAL 11WINGALPINE COHIX:CTXIS IVIE HINIFITHIREO FROM 20 GAUGE URLVINIZEU SIkEL 11CU0I111HEUrS. UNLESS U11L"RYISE REO'U, TOP CIUxRO SIMUNI ESS O111EN ISE 9111NN, IEETING REOUIREHL"NIS OF IRSIH 0446 IAIIX: II. UL' LIIILARLLT SOWED 111111 PROPERLY 111111310 PLYVUWIl'PLY CONNECIORS 10 110111 FUT-6 Hl EOCH .AINI FIND LOCRIE R6 SILVII. 1611E0111ING, BUTTGM GING VIM RIGID CEILING OR OR)CLUIRING 010116 RILE 4- Nx11N1L IWFSS 0111ERVISE 61OIIN. DESIGN 101 IVIXIHIU111F 10 FEET 0. C. 00 NOT LIGE IRIS DE61GN SI M111RUS CONFINN VII'll PMIMOLE PROVISIOW OF •N[19-17 IINU •1PI-70 'Villi FINE KlIVARNT 1RERIEO IIIINIER. 8 --TPI - IRUSS PLRIE INGTIIUIE, NIS - NRTIONIU. IIFSICN SPECIFICRTION FOR 11000 CONSIRUCIIUN NOV 2 2 1§82 mwxm UT o. o. 10 0 :ALPINE ENGINEERED POOO11CT81INC. P.D. BOX 2225 'PDIWRNO BERCHNFLORIDR 33081 k 305-701-3333 DEBION CRITERIA UBC 4i 'TC .LIVE LOAD a 16.8 PSP TC DEAD LOAD 0 14.9 POP BC DEAD LOAD . 5.9 PSP TOTAL a 35.2 PBP DUR. FACTOR 1.25 so- FIR—LRRC J TOP CHORD • 2X 1• 01 HOT CHORD • 2X 8 #1 . WEDS 2X 6 62 LORDING eot7ul am RRT BE REINFORCED PITH SCROB 35.0/1.25• 51NGLE DOUBLE PITCH GGI(TS PP TO PRUVICE ROOITIDNRL LORD CIIPRCITT RS GIRDER LENT C 1-GCAB -ERB COPYRIGHT 1981 !-GC - 91WN IN TFIBLE RT WSW. MASS MISUSE OF SIM SIZE Rill) GRRDE RS BOTTOM'CHORO lq' 0' 28' 1'P 28' 1'P 29f 1'P 40"0'P 40' 0'P q0' Op IS' 0' 23'10'P 23'10-P 23110-P 90 " 0'P q0' O'P q0' 0'P RNO SIiFLL BE RTTRCIIEO IN THE SHOD TO 1 18' 0' 21.10'P 21'10-P 21110-P 40''0"P 40' 0'1` 40° ;O'P GIIIOEA UBINB'TIE MULTIPLE MFlIDE1I11. RTTRCIUENT SCIEOULE BELOW THE BPRN 71`19L'El' 17' '0" 10' D. 20' 2'P 10' 0"P 20' 2T IB' 0'P 20f• 2'P !01 0'P 90' 'O -P 40''0"P q0' 0'P 110' 0'P q0' '0'P 40. 0"P IF SPLICE IB REWIRED IN SCRD IT1 to 18' 0' 1gg7, 3"P l7' 3'P 171 3'P 40' O'P 40. 0'P q0'" 0"P PRlFER1Y1lE TO LOL7ilE SPLICE 4' OR1 IXIIIE I1`110" OUTTOM DIORD MICE. FFRCE8 1' Q' 1q'11'P 11'11`P 14111"p 31'! 'P 3S' 'P 5 8-P 5 8'P 35-1 O -P 35 8'P PLATES FIRE REOUIREO-INJ BOTH OF 2CTOR 22' 0' Iq' 0'P III 0'P !qT O'P 33' VP 33' 87 33' 18'P SCIR RT SPLICE RID SIM BE R 11111: 23'.0' 13' 1'P 13' 1'P 131 1'P 1'l1'P 31'11"P 31'!C'P R0 BL OCI Ea N 2x9 V 2X8 / ONE BLOCK 29'' 0' 12' 0'P 12' 012f 'P -A-11 28"0'P 28' B'P 28' 8"P P 2X11 z 2xo 1 DUE BLOCK 25' 0' ll' 1'P 11' 1'P 11f 17 27'10'P 27'10'P 27107 R 2x4 4 M BLOCK • T 2x11 Y 2x8 • TUO RLOCK81 ' z 2X8 • TWO BLOCKB 1 ' 20' 0- 10' 4'P 10' q'P 101 4'P 211'' PP "P 20 2'PP 29' B'P 20''2'P 29' 8'P 27'• O' B' 7'P 8' 7'P Of 7'P 24' • TVO BLOCK9 28' 0' 28' 0' 8'10'P 8' 2'P 8107 B' 2'P Of 10? 61 2'P 23-57 22' '0'P 23' 57 22' 0'P 22' 23" 6? V -P LETTERS AFTER TRUSS 6PRN DEFINE DURING R40 BLOCK REDUIREIIENTB 30 0' 31' 0- 7 7'N 7' 0'N 7' 7'N 7' D'N 71 7'11 It' O'N 20''8'P 19 " B -P 20 B'P 18' O'P 20' 8'P 18' 8'P NI EEE DING Rill FOR BLOCK NRILINC M) OTIER GIRDER ORM. 32' 0' D' S'N B' S'N 8' S'N !0' S'P 10' 5718' S'P 33' 0' 5'11"N 5'11'N 5!11'N 17' 3'P 17' 3'P 17' 31 39' 0' 5' 5'N 5' 5'N 51i 5'11 to, 3"P 111' 3'P ° IB3"P R80UT DOLT TRUSSEG A)ST BE GUPPDRTEO ON FACE OPPOSI 7x8 5x8/SPT 3x8 NAIL GCHEO. 1 i 2x4 i.. J 2x0 8x8/spl 8x8 S20 -7x9 8x8 L0x]0/ S20 -7x9 70x]0/ _A4. qP1. sl)l all-. spl. spl 6 EQ. TC PNLB AND 6 EO'. HC'' PNLB• - -`a-":, IRC'8 •Q J GIRDER LENGTH .TRIPLE ' 0'N 110' 0' 4D' 0'N O'N 40' 0' 40' 0'N O'N 90' O'N 40' 0'N ' 0'N 40' 0'pp q0' D'N 0'N 40' 0'11 110' 0'11 ' O'N 40' 0'11 40' 0'11 0'N q0' 0'N 40'g'N ■ ' 0'P 40' 0'P 40' 'P 1 11"11 40' 0'P q0. O'P 011, q0'• 011, q0' 0'P ' O -P 40' 01P 40' 0'P 0"P 40' 0'P 40' 07 ' 0-P q0' 0'P 40' 0 ' 0'P 40' 0'P 40' 0' '*O'P 40' 0'P 40' 0'P ' 4'P 38' q'P 30' q'P 0'P 36' 07 36' 8'P 7'P 3q' 7'1' 39' 7'P '11"P 32'11'P 32'11'P 2'11 31' 2'P 31' 2-P 6'P P 29' 5' 29' S'P RS ERCH LRYER 16 APPLIED. CLINCH RLL NRILS IN 2 MEMBER GIRDEM , z9z, 4 DO R--NRILG+: TC 0 IN OC:: WEDS 10 IN DC 2-30 0--NR1LGAI OC RNO/OR 6CRO 4 IN [DEC C--NRILGA: DC 3.0 1N OC: 6CROS 5 IN DC D--Nf11LGs: OC 3.0 IN DC: SCROS 4 IN OC E--NR1LGo: OC 2.5 IN DC: GCI)OB S IN DC mF-DNE .5' THRU BOLT I1RY 8E GUBBTITUTEO FOR EVERY 2 NRILS. I00L NRIL GPRCING- 10' 11110. 2.0' IIIN. BOTTOM EDGE DIST. G --MO .5' 7HRU BOLTS RT •ETICH BC PNL PT IVIS EIICII SIDE OF OC SPLICES. NOT REO. FOR OC IF GCIIEIME 'F' .16 UGEU. t+<IPII'ORTFlNT 1F'1 I'mALPESS INE 11IESE SSPECIFIT11EIMS FOR LIMBER TUE 1 TRUSSES REOIIIRE EXTREIE LIVE 114 1111ULING -- NFlRNING ERECTION 0111 UIUICINI:. GEE -u11T-16L cr TRUSGEG QUILT IN W11FIx11UNT VIM 'IXIILITY CONIROI. 111"fiL' UY alibi, 11111111:IN: Now TRU'AkG; CIx1IENIIIRY IVx) RECUMNi1R110115-IIIERE SIIVL OE NO VINUINNTIES OF IIIIS OESICN, EXPRESS 1X1 111'1ILI). •TPI). SEE TMS RESIGN FON IY)UITIONIL SPECIAL 11WINGALPINE COHIX:CTXIS IVIE HINIFITHIREO FROM 20 GAUGE URLVINIZEU SIkEL 11CU0I111HEUrS. UNLESS U11L"RYISE REO'U, TOP CIUxRO SIMUNI ESS O111EN ISE 9111NN, IEETING REOUIREHL"NIS OF IRSIH 0446 IAIIX: II. UL' LIIILARLLT SOWED 111111 PROPERLY 111111310 PLYVUWIl'PLY CONNECIORS 10 110111 FUT-6 Hl EOCH .AINI FIND LOCRIE R6 SILVII. 1611E0111ING, BUTTGM GING VIM RIGID CEILING OR OR)CLUIRING 010116 RILE 4- Nx11N1L IWFSS 0111ERVISE 61OIIN. DESIGN 101 IVIXIHIU111F 10 FEET 0. C. 00 NOT LIGE IRIS DE61GN SI M111RUS CONFINN VII'll PMIMOLE PROVISIOW OF •N[19-17 IINU •1PI-70 'Villi FINE KlIVARNT 1RERIEO IIIINIER. 8 --TPI - IRUSS PLRIE INGTIIUIE, NIS - NRTIONIU. IIFSICN SPECIFICRTION FOR 11000 CONSIRUCIIUN NOV 2 2 1§82 mwxm UT o. o. 10 0 :ALPINE ENGINEERED POOO11CT81INC. P.D. BOX 2225 'PDIWRNO BERCHNFLORIDR 33081 k 305-701-3333 DEBION CRITERIA UBC 4i 'TC .LIVE LOAD a 16.8 PSP TC DEAD LOAD 0 14.9 POP BC DEAD LOAD . 5.9 PSP TOTAL a 35.2 PBP DUR. FACTOR 1.25 so- FIR—LRRC J TOP CHORD • 2X 1• 01 HOT CHORD • 2X 8 #1 . WEDS 2X 6 62 LORDING 35.0/1.25• 2X11/2X0 PITCH GGI(TS PP 11.0/12 SPANS TO 3111 Owe COPYRIGHT 1981 4090486 4/20/61 DRAW A498,136 FIIANT411 11 raspy OF TATS nEsTrN T/1 RRF.r:TTr)N rnNTRAr:TnR A-MF-rnmu- 7571. 5-tF+1•• 5- -- 'JOBS STA DIINLEVYi ) TOP CHORD 2X4 MSR—SPF 1659F -1.5E BOT CHORD 2X4 MSR—SPF 459F -1.3E WEBS 2X4 SPF W2 WEBS 2x4 SPF 113 TO BE USED FOR HIP 02 & #3 NO WANE OR KNOTS SHOULD OCCUR IN THE PLATE CONTACT AREA. 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 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." DIRECTION OF ELONGATED HOLES IN SQUARE PLATES MUST BE EITHER HORIZONTAL OR PARALLEL WITH THE CHORDS. TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS EXCEPT AS OTHERWISE NOTED. 2'-0" :r'3 HIP i C\ 5x7 C,X7 :3X4 26 _8 2 COMPLETE TRUSSES REOUI.RED FASTEN TOGETHER WITH T 16D NAILS #1 HIP ONLY TOP CH ------------------ 11" O.C. WEBS ------------------ 12" O.C. BOT CH ------------------ 16" O.C. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. * BOTTOM CHORD CHECKED *FOR 19 PSF LIVE LOAD. COTrIENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS* ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. + 2x4 ;3 Hem Fir or better continuous lateral bracing @ 3'-0" o.c. maximum spacing. Attach to each top chord with 2-16d nails. Bracing material to be supplied by erection contractor. #1 Hip designed to support 8'-0" jacks with no webs. 8'-0" .'1 HIP 00 3X7 ,PLATE TYPE--FlLPINE SEnN--579303 FURNISH 11 COPY OF THIS DESIGN TO ERECTION CONTRACTOR SPA 1 ^..'4C.^.'t `•-.-.-_rt.-._w _... .. ,-.-f'- ' \ L. atiT.:O: fTi a":TS TC OL !" 1.- ..\ .. \.-tT. T.'--w .T_• !+-^ '.!T T.N...TT:IiR : 'L :%L LN:::%Lc 7.LU °NU:I)C!S. Inc. J;;.Li !7LiA;id'- L%INI.'.L'LI KE 5.0 PSF TOT. LD. Cl 1"_i l'':1 _ ='IM1-'URTFl 4T J''LL IV! rr HI.';,'CI;: 111. I' II41 YNT Il nrNING .':.: V%• !:::11:1.1 I"Jn ,10Efs$/o C:) C7 v L : R..I .1 C. 1!: roinrIIS 1'C.'n 1 c L: I,L"=;.11:7 \i 1:9 If1, U: 4!111 N rIIL'H IIII S 7A:S IG11 Cif Mr. rI11LU1L 10 CG!LD THE TITLES IN CCNrcimicr 1117'.: 1 N;7.11 E .: :V:I;'. :!I::'". !'..; „LI.0 Ili !.i_5: CL"'2NIIC71 IN-, N:CLr.-.!N771:intF-c ;Pll. 1 ! O t7:2 [ O YI1N lll•-nl)nLlTf CENT RUL -rW;:tL- DT IP). f1LPINE CCNNE"015 fill, DESIGN FCR ILT.'!TIM. SPCL'InL PI:IJIH- U .__1 L r: -I [INC HINI;IHCIUICD FROM 7C GAGE CnLVRN1.LU SIELL MESS MINI UNRCING RCCUIWrJNIS. MUSS UTHIERVISC (--3 LPINE I OIHERVISC SWAN, METING REou1NE11CN15 C' MITI .11446 CR11a R. SHUN, TOP C[C97 EIYILL CC LRILRRLf SMILED Ws 13673. [ O IU'PLT CCNNECIURS TO DOTH mas nT CRCN .101N1 FPO LOCATE AS WITH PITHIRVILT ATIRCHED PLTYOOD SIERIHINC, { 1 TRUSS C S1m►N. III MING VIDINS TIRE 4' MMINII UNLESS O1IRIIVISE 51OYN. Of DOIl1t1 C110n0 YITN g1G10 CEIIIM OR ORACINc Al III MITI Cf l0 iCLI O.C. DU NOT VSE I J 1 f V 1 a DESIGN SInNWRUS CUNrOIU VITH IP1• 1CIWLE PITINISIONS .NCS-nz IINn .TPI-rs Ell PCI -)7 IINTTAIni. Ursiw YIIH r1Rr Rr1riRnnNT lOCTITFO MIDCn. +? rT I (_] LJ This drwg also specifies design for common hip trusses. Use same configuration & plates 0 24" o.c. spacing (I Ply) . Extend top chord to hip rafter & .support every 4'-011. Brace flat top chord with 2x4 lateral bracing @ 24" o.c. Fas to each chord w/2 -16d nails. R-23OB4 DESIGN CHIT UOr, TC LL I(;.() PSF TC OL 14 .0 PSF BC OL * 5.0 PSF TOT. LD. 35.0 PSF OUR. FRC. 1.25 SPRCTNP 211.11' scnu - ci.smn HEF Za3 - DRTE 05/07/6" ORVG. 248,755 CR -ENC 118/ FP11_fB D/A LEN. 26-3-0 PITCH 4.0/1; Tvpr 1'R -HTP Sri JOB I. SPA TOP CHORD 2X4 FIR—LARCH •2 BOT CHORD 2X4 FIR—LARCH #2 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 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.` 24" 1 241° 1 24" 1 2411 J-1 I J-2 J-3 I J-4 4.00 * B-0-0 OVER 2 SUPPORTS unS F 3,012,436 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS' FABRICATOR TO REVIEW THIS DRAWING PRIOR TO'CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. PARTIAL FRAMING PLAN * Bearing ledgers and connections by.others. 24" J-7 8-0-0 J-6 J-5 24" 24" 24" J-6. J=5 j-7- 12 4r— * --ALPINE SEON--BB7396 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR SPA REV 11.0.3 Varies 10 SCALE - 0.37:il mr,e cn,.,mr.Ru rn-, .,,,.. 1' ,1 ' ,' + LAGJIUm LFII l ner - o= 1•, o 0 0 DE*IMDPORTHESE TRNTPECSPECIFICATIONS' OR MY RESPONSIBLE ION FOR ROM NRRcim SEC v811TN-7B", B`RCIw Vow Twills: a`°vM a ssF TC LL 16.0 PSF DATE 11/20/85 oATRUSS O THIS DESIGN OR IWY FHILURE 10 BUILD TIE TRUSS IN CINIFO4MRNCE C01IENTART AND RECEMFNORTIONS+IPII. SEE `'• 'Oi C e.o WITH TK -DU1LITr CDNIROL Mrwft- BY TPI. fLPINE CIWNTL90RS THIS DESIGN FOR ADDITIONAL SPECIAL PERM- ! ea TC OL 20.0 PSF ORHG 3-012,436 CJO 11NE MINUFI1CTUlED FROM 2D TdAA:E DNI.YRNI7ED S1EFL mrss N'NT IINTCINO-RAOVIREHENIS. UNLESS OTHERWISE No. 673 a BC OL 5. 0 PSF CR -ENG RS/ ri tz- r_3Oo UTIf.RWISI: SHOWN, MEETING REIIUIRrMENTS OF 161M 0446 GRFIE A. SHOWN, TOP CHORD SHRILL BE LATERALLY BRACED p APPLY CONNECTOAS 10 BOTH FA1:ES R1 EACH .HINT RID LOCATE RS WITH PROPERLY ATTACHED PLYWOOD SWATHING, TOT. LD. q1.0 PSF 0/A LEN. 8 -0 -0 S1DVN. UERHING WIDTHS ME V- NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR 13AFICING 'PI C / V 1 Of:SIGN STRNOTAIOS CWFOAM WITHfFM'LICIWLE PROVISIONS DF IUi SPfCIFIID ON OCSIGN. DOIATT USE 11115 elf 0 \DUR.FAC. 1.25 PITCH •0/12 _ -NOS-82 AND TPI -78 ON PCI -b0. DESIGN WI IH FIRE RETARDANT TRERTEO LIMBER. Of CALII F r ='_ C O •--1P1 - TRUSS PLR1F. INSTITUTE, NP - NITIOHfO. DTSIGN SPECIFICATION FOR WOOD CONSTRUCIIU° QS SPACING 24 • D TYPE JACKS