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PAT (0011-156) + PLBG (15558) + RPL (09059) + SFD (07483)52310 Avenida Madero 0011-156 15558 09059 07483 LICENSE D 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 67Y J .6 C-61.1103 1 1 31/2( Date Signature of Contractor /A. 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 fo,r 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). O I am exempt under Section , B&P.C. for this reason Date Signature of, Owner WORKER'S COMPENSATION DECLARATION ' Y I hereby. affirm under. penalty of perjury one of the- following declarations: ( ) . I have and will maintaina certificate of consent to self -insure for workers' compensation, as,, provided -for by Section 3700 of tlie. 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 Policy No. STATE FMID 0400-UNIT07A949 (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 of California, and agree that if I should become subject to the workers''compensatiA provisions of Secti • n 3700 of the. Labor Code, I sh II i6 h* Ith comply it -I _Dye Pproryisions. r Date: / ,Applican ''VVVf 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, indemnify & 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. l.agree to comply with ayrGity, and State laws relating to the building construction, and hereby authortze representatives of this City to enter up 6n the above-mentioned property -for, inspection purpo, se . Date / mir r ' Signature (Owner/Agent) ' . ' • * } BUILDING PERMIT PERMIT# f• DATE VALUATION LOTTRACT tg j. fit OM4.00 JOB SITE ADDRESS 52.31 WANKMA MADERO APN OWNER CONTRACTOR/DESIGNER/ENGINEER di 67.310 AiF1:,1? MA MADERO "754 vnLUAMs ROAD! LA QUINTA CA 9226-1 PAIL:M. 8PP' 1+ GS CA 5Y2264 (► c ' i -f 4t; PTAt 1823 USE OF PERMIT PAW P.: A1,UP41Aii/O0D LAATTICt, PA.VO Cil U k' Al PER, IC60 92631P ONLY i »OrcMPATIO a .ao sr MMMATIM 009r OF MMMMMON PERIATT f 7M 8 UMAAARY P1. 3 CiriUX FFXI " - 1014000-439-318' MOMS i;D]dST IC;TI i i` E 101^d.?i10-419-000 $63.60 STP10110 MOTION FEE - REMD 101.900,741.000 %.50 ;,'§fq" C©t 'AY?Il Tt?11 AND PLAIT C21FICK $104.4.5 U30 PRE -PAW M3 $0,00 •. NOV 16=2000 _ . ' • SIT Y UF LA lVu", . y RECEIPT DATE BY,, D=D D INSPECTOR INSPECTION RECORD OPERATION DATE I 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 — d BLOCKWALL APPROVALS POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam 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: 44 u } P O BOX y 504 1 r Nn ) ' Bijilding 78-495 CALLE TAMPICO ` Address 52--310 Ave. Madero LA QUINTA, CALIFORNIA 92253 Ownerifd r . •+ :atZc'. Ly Mailing BUILDING: TYPE CONST. OCC: GRP. Andress :Sade, A.P. Number City - Zip Tel. + " ' -La. Ql,iirita :CA 92253 Legal Description u'r Contractor•'Sewer 'J2► ire :r» . -'A~1 Ce'ss000l Service, hc. Project Description' Address . P.b: Box -183 City• DiLseZ t . Flog Spar Zip e.gs. CA 92 Tel.: 40, 329--6875 State Llc)C42 ..26521 3 & Classlf City ..2 # -+aa 6i ; . Sq., Ft. :No No. Dw. r`; Size - _Stories - Units Arch:, Engr.; • - - •' Designer I e New ❑. Add ❑. " Alter ❑ Repair ❑ Demolition ❑ Address Tel. City ., ., Zip State Lic. # - /' L'iCENSED CONTRA'CTOR'S DECLARATION I hereby affirm that I am licensed under,provisions''of Chapter 9 (commencing with Section 7000) of Division 3 of the Businessoand'PPiofessions Code, and my license is in full force and, effect. 1, eee e 18„ /Cy 7 - SIGNATURE DATE OWNER -BUILDER DECLARATIONEstimated I hereby affirm that l am exempt from the Contractors 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 rile-asigned statement that he,islicensed pursuant to the provisions of the Contractor's License. Law, Chapter 9 (commencirig with. Section 7000). of Division 3 of the Business and Professions • Code, or that. he is .exempt therefrom, and the basis - .for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit . subjects the applicant to a civil penalty of not more than rive hundred dollars ($500). - ' 01,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 -arid who does such work himselfor 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.) Valuation i 4q ` 13, V 10.00' . _ .PERMIT.) • •, .' AMOUNT { - Plan Chk., Dep. 'Plan Chk. Bal. Const. - Mech. •' c•"[ :. ' . • ' •.,. - Electrical ! Plumbing ,. a3 O.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'Sr License Law does not apply to an owner of property -who builds or Improves .thereon, and who contracts for ' such projects with'a contractors) licensed pursuant to the Contractor's License Law.) O.1 am exempt under Sec. B. 8 P.C. for this reason S.M.I. • • • -• '. ' - Grading Driveway Enc. '' r Date Owner - Infrastructure., 0. WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consenf„tq self -insure, or a certificate of .. 'Workers Compynssation. nsura4ce, or a certilIQ copy thered 800; Labor Code.) Policy N,i d:..'_ ,.Company Zc r•. • "• • •- - ❑ Copy is filed with the city, ❑ Certified copy.is hereby furnished. - TOTAL _ 30. 00.. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE" REMARKS- 'A (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 parson in any manner so'as'to become subject to lhe'Workers' Compensation..- Laws of California a F's Date Owner NOTICE TO APPLICANT: N, 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 shaft be deemed revoked. _ ZONE: BY: ` Minimum Setback Distance S: Front Setback from Center Line Rear Setback from Rear Prop. Line WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND Side Street Setback from Center Line SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP .TO ONE ' - - /• • HUNDRED THOUSAND DOLLARS ($100,1)!70), IN ADDITION TO THE COST OF COMPENSATION, Side Setback fro f P pert Line DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. l This"is a building permit when property filled out, signed and validated, and.is subject to FINAL DATE / (NSPECT'OFR l expiration it work thereunder is suspended for 180 days I certify that I have read this application and sta4vt at 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 - • -: ♦ A 'construction, and hereby_-. authorize representatLves -of,, this city to . enter the . above- • Validated by: \. mentioned property for inspection purposeks,!'. . y \ Signature of applicant_,m '._,.4{✓44 C C-' Date .. Mailing Address r ' Validation: 3V, N/ City;. State, Zip CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBINii FEES 1ST FL. SO. FT. ® $ 2ND FL. SQ. FT. POR. SO. FT. ® GAR. SQ. FT. ® CARP. SQ. FT. WALL SO. FT. ® SO. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK 1 ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property tax valuation ROUGH PLUMB. FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASH ER(AUTO)(DISH) APPLIANCE DRYER DUCTWORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED GAS (ROUGH) LAUNDRYTRAY 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 SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL LUMBER GR. SQ.Ff.GAR ® 3/ac HOUSE SEWER FINAL INSP. Q r/ u l/ ROOFING GAS PIPING PERMIT FEE MIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE EPL.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 EWER R ROUGH WIRING DUCTWORK ROCKSTORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ -Plus-X$-=$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. Q r/ u l/ ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESJINITIALS GARDEN WALL FINAL 4 COACHELLA VALLEY WATER DISTRICT CASH RECEIPT DETAIL Received From: E,. c. Y, ou r c, Date: Address: 3' A C,. Y, (,7, Account No.L-0 Lot(s) Tract Service Address 21v- lei -t-; G.A. Code 0 Mater(s) 0 Serviceis) 0 Backflow(s) House Laterals) 11 0 Detector Check(s) 0 'Meter Surcharge Q,861tation Capacity Charge f U 0 W.S.B.F.C. 0 Temporary Construction Meter 0 Turn on Charge 0 Uncollected Account - Name o inspection Fee-Tract- ee-Tract-Fee Fee- 0 Plan Check Fees Water I Sewer - Tract- Tract- . 0 Bond Payment - A.D. -- Bond - Assmt 0 Customer Deposit 0 Other TOTAL Remarks: 0 COPY to: Cash Check L.,' I Water Service M I mr, Cashier t Ooney Order .C yyD=03a (alas) FA FA FA HAMMER PUMPING INC. JOB INVOICE P.O. Box 2448 CATHEDRAL CITY, CALIFORNIA 92235-2448 - iva a( - I iw '— CUSTOMER'S ORDER NO. D ORD ED 7 (619) 32177448 600 Gallons ORDER TAKEN BY DATE PROMISED ❑ A.M. 6bC Pumping Fee per 1000 gal. ❑ P.M. BILL TO ' eSS od 'ti PHONE ADDRESS MEC IC CITY '000 HELPER "IB N ME AND LOCATION p / [I` .'yyORK. CRIPTION OF WORK C CONTRACT K. •ti J C (` L ❑ EXTRA. .. Out of Area Fee ,UANT. DESCRIPTION OF MATERIAL USED PRICE AMOUNT 600 Gallons 6bC Pumping Fee per 1000 gal. '000 Dumping Fee per 1000 gal. SVC0 S'Q Out of Area Fee Locating / Opening Fee (per hour) Size System: Cl,G 14,1 ,' C A SERVICE CHARGE OF $20 WILL BE DUE ON ALL RETURNED CHECKS. A FINANCE CHARGE OF 11/2% PER MONTH, 18% PER YEAR WILL BE CHARGED ON PAST DUE ACCOUNTS OVER 30 DAYS. HOURS LABOR AMOUNT TOTAL MATERIALS ' MECHANICS Q t HELPERS Q TOTAL LABOR I hereby a knnw1gdge the satisfactory TOTAL LABOR' comPI on f/tq€' bove €Zri ed work: TAX ' SIGNATOR t A Q - ,,,g.DATE COMPLETED .HCl - TOTAL ` 1 ti v ( - • :e NOTICE TO, OWNER 1 Under the California llrtechanics Lien 1,IaV any'c6 tractor, sut corffractor; laborer, supplier or other.person-who helps to. improvb your property, but is not paid -for his/her work or supplies, has a right ,to enforce a claim against,your property. This meads that after a court hearing, your property could be sold by a court officer and the proceecjs.df the sale used to satisfy the indebtedness. This cah happen'everi if you'have•paid your -contractor in full if the subcontractors, laborers or suppliers remain unpaid. To preserve their right to file a claim or lien against your property, certain claimants such as subcontractors or material suppliers are required to provide you with a document ent tied "Preliminary Notice.". ©riginal.(or prime) contractors and laborers for wages do not have to provide this notice. A Prelin#inary Notice is not a lien against your property. Its purpose is to) notify you of persons who may have a right to file a lien against your property if they are not paid: Generally, the maximum time allowed for filing a claim or lien against your property is ninety (90) Days aftet completion of your project. TO INSURE EXTRA PROTECTION FOR YOURSELF AND YOUR PROPERTY, YOU MAY WISH TO TAKE ONE OR MORE OF THE FOLLOWING STEPS: 1) Require that payments be made directly to subcontractors and material suppliers through a joint control. Any joint control agreement should include the addendum approved by the Registrar of Contractors. 2) Issue joint checks for payment, made out to both your contractor and subcontractors or material suppliers Involved in the project. This will help to insure that all persons due payment are actually paid. 3) After UPON making payment on any completed -phase of the project, and before making any further payments, require your contractor to'pr6vide you with unconditional lien releases signed by each material supplier, subcontractor and laborer involved in that portion of the work for which payment was made. On projects involving improvements to a single family residence or a duplex owned by individuals, the persons signing these releases lose the right to file a claim against your property. In other types of construction this protection may still be important, but may not be as complete. TO PROTECT YOURSELF UNDER THIS OPTION YOU MUST BE CERTAIN THAT ALL MATERIAL SUPPLIERS, SUBCONTRACTORS OR LABORERS HAVE SIGNED. y r. Building Address 52-310 I Owner ` Mailing Address City PALk ntractor P.O. BOX 1504 . No* -09059 78-105 CALLE ESTADO 'EVIDA MADERO • ' LA QUINTA, CALIFORNIA 92253; . t POOL BION _ y BUILDING:: TYPE CONST: SPA OCC>•GRP. 1,. . Zip _.Address SA R City Zip Tela gtate ric. _ City' & Classif.` Lic. # . 317340 BY 544 ' Arch., Engr., _. Designer Address' ' Tel. %City Zip State LIC. # r LICENSED CONTRACTOR'S DECLARATION • I hereby affirm, that I am licensed under provisions of Ch ter flcommencing with Section 7000) of Division 3 of the Business and Profession.ICod and my license is in full force and effect l -SIGNATURE "'- e - ! DATE OWNER -BUILDER DECLARATION I,hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a Permit to construct, alter; improve, demolish, or repair any structure, prior -to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to -'the.. provisions - of the Contractor's License Law, Chapter 9 (commencing ,with Section 7000); of 1't' '' Division 3 of the Business andProfessions Code, or that. he is exempt therefrom, and the basis ,'fbr 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 live hundred dollars ($500): i ' (i1, 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 of 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, 'lhe owner -builder will have the burden - of proving that he did not build or improve for the purpose of sale.) 0. 1, as owner of the property, am exclusively contracting with licensed contractors to con- .', struct the project. (Sec. 7044, -Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves' thereon, and who contracts for '• such'projects with a conlractor(s) licensed pursuant to the Contractor's License Law.) - 0,1 am exempt under Sec. B. & P.C. forthis 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 ComensattInsurance, or a certified copy the eof. LSec-. 3800 Labor C¢Qe PoI G.N9 i '9428 Compa on ALIF.' i Fa Ri 1` 11Y • -' O.Copy is filed with the city. 0 Certified copy is hereby.furnished. V CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not'be completed if the permit is for one hundred dollars ($100) valuation I certify that in the performance of the work for which this permit is issued, I shall not employ any person:in any manner so as to become subject to the Workers' Compensation Laws of California. Date • Owner NOTICE TO APPLICANT: If, after making this Certificate of, Exemption you should become subject to' the Workers'- Compensaiion provisions of the Labor. Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a'building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days.' I cerIlly that le red this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above-. mentioned property for, nspection purposes. Signature of applicant Date' Mailing Address City, State, Zip A.P. Number Legal Description Project Description POOL Fs3 SPA ' Sq. Ft.. No. Size- • Stories New ❑ ^ Add ❑ Alter ❑ No: D <^ Unfits, Repair O. s; `, +:,Demolition ❑ ... sL ;;;. +• • - its C- .. ,t` .. ZONE: BY: Minimum Setback Distances: ` Front Setback from ,Center Line Estimated Valuation PERMIT ,d s: ;' I ;-!'O'AMOUNT " Plan Chk:Dep. FINAL DATE Plan,Chk. Bal. Issued by: 'Const. Validated by: Mech. .. '$ i. fi0 ' Electrical, ; : •45000 Plumbing', r • i217 00 Grading .. , 41, , Driveway Enc.',: Infrastructure.; TOTAL REMARKS Sr`rw+ii {3taa"`$sl aA: `43'Itat S. •y - > . A 1 M G+ '° s. '-. t-•.5. ».., . - I ;. '+ ' ,•40 L - . .gig "y 3 r 4`,•.t a i .i , s.T ,+ k - `ti ...\ •..•.--i•';!' F r. •, 4 %. ,.5. 'fib - ... ^' ,. . •i. ' i, y .. _4V7 ='x. .r •r"+.. c. . ..Y'v. .•',r ZONE: BY: Minimum Setback Distances: ` Front Setback from ,Center Line ReartSetback 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: •y - > . A 1 M G+ '° s. '-. t-•.5. ».., . - I ;. '+ ' ,•40 L - . .gig "y 3 r 4`,•.t a i .i , s.T ,+ k - `ti ...\ •..•.--i•';!' F r. •, 4 %. ,.5. 'fib - ... ^' ,. . •i. ' i, y .. _4V7 ='x. .r •r"+.. c. . ..Y'v. .•',r CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ 2ND FL. SO. FT. POR. SO. FT. ® GAR. SO. FT. ® CAR P. SO. FT. WALL SO. FT. ® SO FT ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET 3 YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN, URINAL WAIER PIPING NOTE: Not to be used as property tax valuation BONDING FLOOR DRAIN MECHANICAL FEES FORMS WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GAS (ROUGH) GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED OTHER APPJEOUIP. LAUNDRYTRAY AIR HANDLING UNIT CFM TEMP. POLE KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL Al'w ptm/ '0//i/ T / 4o2l SO.FT.GAR ® 3/ic HOUSE SEWER VENTILATION GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER 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. FRAMING FINAL INSP. ROOFING Al'w ptm/ '0//i/ T / 4o2l REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL ,' ' • .r,,t. , '* • t , • ' Y `t ' - I _ , , - 1. w , P.O. BOX 150407483 110.' Buildingi 78-105 CALLE ESTADO- Addres52-3 i tadeft LA QUINTA, CALIFORNIA 92253 r Owner Mailing ®'S. ' Construction BUILDING: TYPE CONST. OCC:•GRP. Address $G_%,UMe.J i3`1C - .c A.P. Number 773-242-007 CityPa . #dirt Zip 922Tel 345-5440. - Legal Description Lot .7 • t Cont■/r ac togr.', Project Description Si>Eale family Dteiiing - Address , ,City ;. Zip= Tel. C W? 1: . f ,c State LIc City & Classif Lic. # _ - Arch. Eng r s 'Designer Address z; ' Tel. City ip . State vim` jf—,LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of•Chapter 9 (commencing with Section 7000) of Division 31of the Busin✓ess.and Profess ioii' ;Code, and'my license is in full force and - effect. Sq. Ft.No. , No. DW Size 1518 • Stories Units. New ❑ Add ❑`r ? . Alter ❑ Repair ❑ Demolition ❑ OWNER -BUILDER DECLARATION E3 I hereby affirm that I am exempt from the Contractor's License Law for the following .reason: (Sec:- 7031.5, Business and Professions Code: Any city or,county which requires a permit to construct,alter, improve, demolish, or repair any structure, prior to its issuance also requires the . applicant. for such permit to file a signed statement that he is licensed pursuant to • the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of . Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation. of Section 7031.5 by 'any applicant for a permit subjects the applicant to a,civil penalty of not more than five hundred dollars ($500). ❑ 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 thathe did not build or Improve for the purpose of sale.) , • I - 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 contractor(s) licensed pursuant to the. Contractor's License Law.) ^ 0 1 am exempt under Sec.' B. & P.C. for this reason Date "owner _ WORKERS' COMPENSATION DECLARATION I herebq. affirm'that L 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 ($100) valuation or less.) • ' - I certify that in the -performance of lhp work for which .this permit is issued, I shall not employ any erson in any manner so as to become subject to the Workers' Compensation - Laws of Califpornia::;.•,+; 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 hale,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 Itimated Valuation $84 'PERMIT,,, Plan Chk. Dep. 250, Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS • X AMOUNT,- M.30 MOUNT 0 572.00 , 53_55 » 110.31 O -i•': 20.0 ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear.Setback from Rear Prop. Line Side -Street Setback from Center Line Side Setback from Property Line FINAL DATEINSPECTOR Issued by: Date $/3/90 1 ermit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ 2ND FL. ' SQ. FT. POR. SO. FT. ® GAR. SO. FT. ® CAR P. SO. FT. WALL SQ. FT. ® SO FT ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET 10 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 WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER S PTIC TA GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED DUCT WORK LAUNDRYTRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SO. FT. ® c BATH TUB SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 1% c SEWAGE DISPOSAL BOND BEAM SQ.FT.GAR a 3yic HOUSE SEWER 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 SETBACK yL(TMBING fV UNDERGROUND A.C. UNIT COLL, AREA SLAB GRADE ROUGH PLUM . BONDING HEATING (ROUGH) STORAGE TANK FORMS S PTIC TA ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) / METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE/ 9 GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM FINAL INSP. GRADING cu. yd. $ plus x$ _$ LUMBER GR. FRAMINGv FINAL INSP. ROOFING (ok sI QQ ole ftv ✓ \ 6 O REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND 6 / Q FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES11NITIALS GARDEN WALL FINAL ! .''-T 7..-1:--,­Y;V •` T. Date 3 c2 d RECEIPT NO. A f Issued By A'z t// -- Date DISTRICT: ❑ Riverside, f dradio ❑ .Hemet q Perris ❑ Rancho Calif. ❑ Blythe DOH -SAN -122 (Rev. 7/89) DISTRIBUTION: WHITE - Office file YELLOW - Applicant PINK - Bldg. Dept GOLDENROD - Plans/Records =`r COUNTY: --OF RIVERSIDE'ENVIRONMENTAL 'w P"°NN°' HEALTH SERVICES DIVIS.ION y PERMIT:APPLICATION'FOR A SUBSURFACE SEWAGE'DISPOSAL SYSTEM r ._40"nt:.:Submit this form with.four copies of as eleil plot°plan (1 2Qscale) drawn to Countyapeculations as indicated on the attached check Iisti Anon refundable:filing fee (see below) is required when the application is submitted ;Check must be,made payable to the County of Approval of this'appllcationaliall remain valid fora period not to exceed one.yearfrom date of approval .. Q VERIFY ITEMS IN SECTION'A FROM BUILDING &"SAFETY"APP_ LICATION BUILDING DEPARTMENT APPLICATION LOG # WX Agent C. ntractor, Contact Person Phone s /,d Ad ess & i W Phor q t Mailing Add 1 city State Zi J Fo s o Description (PM, Tract, ) Lot Size ( , ter Age Use of Peril P/P, CU, etc. Other Y. 60ra Dwelling Fi a Prep, tc. T 3 2 a Signature of Applicant p s CATEGORY: REV CODE $5 -- CATEGORY: REV CODE FEE b 8 UBSURFACE DISPOSAL 1238 0 ❑ SITE EVALUATION UPON REQUEST 7349 $ 43.00 ❑ MULTIPLE PARCELS WITHIN SAME (NO PLOT PLAN) LAND DIVISION ❑ SEWER/SEPTIC VERIFICATION 7348 $ 17.00 Z a 1 st 4'Percels (Each) 1238 $ 57.00 (Less than 1 year) O -b. Each Parcel after 4 7344 $ 24.00 ❑ PRELIMINARY ELECTIVE 7352 $ 23.00 W ❑ Rereview (2nd review same parcel) 7344 $ 24.00 EVALUATION (Attach DOH SAN 53) fns. ❑ Site Evaluation in Conjunction with ❑ HOLDING TANK 7351 $ 47.00 Crttk l Area 7348 $111.00 ❑ ALTERNATIVEIEXPERIMENTAL 7345 $222.00 ". 0 Site Evaluation Lot Less than SYSTEM 10,000 Sq. Ft. 7347 $ 87.00 ITI L DATE Holding Tank Agreements Completed ❑ Yes ,Q " 7— Certification d Certification of Existing S.D. System Required ❑ Yes No W0CB Clearance. required. (Attach Form ❑ Yes No DOH SAN 007, Santa Ana Region Only) Solis Percolation Report Required. ❑ Yes ° No Special Feasibility Boring Report Required. ❑ Yes Detailed Contour Plot Plans Required (1 to 5 fl. interval) ❑ Yes No Ovw ❑ Yes No Staff Specialist Lot Inspection Required ❑ YesNO Lot Inspection Date Solis boring reportby / Project a D U Soils Map Page ` Soll Type Approved by C fi(// d . D Z• No. of System T of Systems) No. Dwelling Units f) (1) Septi Tank Soil Rate . Oreaae/Send O 0ding Tank ❑ Existing Bedmoms fF) u_e,+kdts Imp g New ❑ Replecenwnt p _ CiQ% 2R. / 12 • t Gal W CD 2) Leach Line Sq. FL Sidewall allowance I II trench area Line(s) R long fl wide with Bed sq. ft R rock/ . sq. R min. below drelnlines or of Y tem per running ft NA Leachlines/bed special design for slope: (3) Pit Diameter No. Pits Pit Below See (TD) pa Jotal Depth Olher APPI_ 111=5a ' 6f Inlet (81) w7 iL ( Max. AI- le Depth N/A Overburden tecta / l(- (LO No. 2 System Al 4 - T REMARKS: a 44 t 4 This application ' A 016 D NIE-0 for the category checked in SECTION B above, regarding the design of a subsurface disposal system as indicated on, the accompariled n, using the requirements set forth in SECTION C above. A building permit is necessary for the installation of the Z ab,ove-designed system. No construction is permitted in the required reserved 100% expansion area. 0 (1 Septic tank and sewer lines must be 50' minimum from any wells• Leach lines must be 100' minimum from any wells, including expansion ea W (3). Seepage pits must be. ,50' minimum from any ells, including expansion,, area Signature of Health M Official - • Date 3 c2 d RECEIPT NO. A f Issued By A'z t// -- Date DISTRICT: ❑ Riverside, f dradio ❑ .Hemet q Perris ❑ Rancho Calif. ❑ Blythe DOH -SAN -122 (Rev. 7/89) DISTRIBUTION: WHITE - Office file YELLOW - Applicant PINK - Bldg. Dept GOLDENROD - Plans/Records =`r COUNTY: --OF RIVERSIDE'ENVIRONMENTAL 'w P"°NN°' HEALTH SERVICES DIVIS.ION y PERMIT:APPLICATION'FOR A SUBSURFACE SEWAGE'DISPOSAL SYSTEM r ._40"nt:.:Submit this form with.four copies of as eleil plot°plan (1 2Qscale) drawn to Countyapeculations as indicated on the attached check Iisti Anon refundable:filing fee (see below) is required when the application is submitted ;Check must be,made payable to the County of Approval of this'appllcationaliall remain valid fora period not to exceed one.yearfrom date of approval .. Q VERIFY ITEMS IN SECTION'A FROM BUILDING &"SAFETY"APP_ LICATION BUILDING DEPARTMENT APPLICATION LOG # WX Agent C. ntractor, Contact Person Phone s /,d Ad ess & i W Phor q t Mailing Add 1 city State Zi J Fo s o Description (PM, Tract, ) Lot Size ( , ter Age Use of Peril P/P, CU, etc. Other Y. 60ra Dwelling Fi a Prep, tc. T 3 2 a Signature of Applicant p s CATEGORY: REV CODE $5 -- CATEGORY: REV CODE FEE b 8 UBSURFACE DISPOSAL 1238 0 ❑ SITE EVALUATION UPON REQUEST 7349 $ 43.00 ❑ MULTIPLE PARCELS WITHIN SAME (NO PLOT PLAN) LAND DIVISION ❑ SEWER/SEPTIC VERIFICATION 7348 $ 17.00 Z a 1 st 4'Percels (Each) 1238 $ 57.00 (Less than 1 year) O -b. Each Parcel after 4 7344 $ 24.00 ❑ PRELIMINARY ELECTIVE 7352 $ 23.00 W ❑ Rereview (2nd review same parcel) 7344 $ 24.00 EVALUATION (Attach DOH SAN 53) fns. ❑ Site Evaluation in Conjunction with ❑ HOLDING TANK 7351 $ 47.00 Crttk l Area 7348 $111.00 ❑ ALTERNATIVEIEXPERIMENTAL 7345 $222.00 ". 0 Site Evaluation Lot Less than SYSTEM 10,000 Sq. Ft. 7347 $ 87.00 ITI L DATE Holding Tank Agreements Completed ❑ Yes ,Q " 7— Certification d Certification of Existing S.D. System Required ❑ Yes No W0CB Clearance. required. (Attach Form ❑ Yes No DOH SAN 007, Santa Ana Region Only) Solis Percolation Report Required. ❑ Yes ° No Special Feasibility Boring Report Required. ❑ Yes Detailed Contour Plot Plans Required (1 to 5 fl. interval) ❑ Yes No Ovw ❑ Yes No Staff Specialist Lot Inspection Required ❑ YesNO Lot Inspection Date Solis boring reportby / Project a D U Soils Map Page ` Soll Type Approved by C fi(// d . D Z• No. of System T of Systems) No. Dwelling Units f) (1) Septi Tank Soil Rate . Oreaae/Send O 0ding Tank ❑ Existing Bedmoms fF) u_e,+kdts Imp g New ❑ Replecenwnt p _ CiQ% 2R. / 12 • t Gal W CD 2) Leach Line Sq. FL Sidewall allowance I II trench area Line(s) R long fl wide with Bed sq. ft R rock/ . sq. R min. below drelnlines or of Y tem per running ft NA Leachlines/bed special design for slope: (3) Pit Diameter No. Pits Pit Below See (TD) pa Jotal Depth Olher APPI_ 111=5a ' 6f Inlet (81) w7 iL ( Max. AI- le Depth N/A Overburden tecta / l(- (LO No. 2 System Al 4 - T REMARKS: a 44 t 4 This application ' A 016 D NIE-0 for the category checked in SECTION B above, regarding the design of a subsurface disposal system as indicated on, the accompariled n, using the requirements set forth in SECTION C above. A building permit is necessary for the installation of the Z ab,ove-designed system. No construction is permitted in the required reserved 100% expansion area. 0 (1 Septic tank and sewer lines must be 50' minimum from any wells• Leach lines must be 100' minimum from any wells, including expansion ea W (3). Seepage pits must be. ,50' minimum from any ells, including expansion,, area Signature of Health M Vi. HOUSTON TRUSS INDIA CA 1 . 1 I!hNlt:\ 1'ttlt '1'1'I'i(' I. t::\111.1•: I•:! I) •1'Itli Mr• 7fi7J t O .4 -Tz -Mi N,rt.•: Vent hlnc•kN may he nnrittt•d - U.B.C. STANDARD 25-17 t3 r O1.d nor d rj R .chore no vont is r 41111",•d 8 SECT. 25.1738&39 R -2.4x4.5 NER-275 ` , QUALITY AUDITED BY "'• .0 "U. TIMBER PRODUCTS INSPECTION, INC. y ft[ou >; &w1t" : 1,• ° g c.n.aa R-. 80 or equal 73 I 0 t 1' Varies c - • gct,sr •• m.rd zrt ' Ic a io R -2.4x4.5 I 1, clam, b . ouat ^ •i ara t `e` S- Variea GABLE: F.ND THI'SS - 2-16d nails - 1 ('aura, f-ir 2,c4 laid flat - Cutout for 2x4 laid flet o (xparinq.por IwtildinQ ! aual `ice s , . 'muss z ec e Q. o• 2-16d nails nz_ TRUSS Plate line - Ie•1 :nld•nn rclth 2-16d nails C •. !.n1l.lrr) On Slu-I" C'uhtuls . tr,•tn.l• Vm- 2s4 tlutl,wtkora - - - Calilr Find lira. nW ALL LUMBER TO BE:. STANDARD GRADE HEM -FIR OR BETTER 1 , w.a Y......d .a r. uo.p:d+d M k.c.4: oar[ w01C Tt iI[ K raft w.CJt[a - File NO. GE - l` r"vs.Keow.[t:r0lttta[.rr.dtww.pWy1°...d cpa,•.r. .iO lar..tp•.n *cad.•r.wW. lt.,.Ce:9.wc.dw..n.wp.d.[.y.o..n.e.dlow¢.cF"' r t.«..atnn•..-r'I11W...1.ww.,r..t-aar.wr.we.a r+ i===] Dall: 12/1/74 a>ortww.aapw nl.row....°r.:tc.sr'trpr..wr.F.nd.O•ov.rbrx..ri .[,.ert..wr.. b w w••F• w....c..[ow ' Ref: R -S-25-1 Deo. By M Ck. By: .=.rn...w+ ay.0 an e..o.o.nsa°om..c+o-... raA.d....ew..°.e.s. [ FpsnWlm•G:FY4. Y.i to Udo.°O..j. C#Mr YE Orb W ••i...Iw...m+'tA..... rFo WK b.P •w.f.WiC 00 Af1IrlOr, ( prrtbamillrt So9:f884E 1p (+Tdocft q 82201/(6197-9754 :y. .,fit ter' - •9: t. r' .. 1% IZI I I I I "1• ' ; Ir. _ ,-..._.._. ' X1.1 \,\ O I' I' ,I..a. I- .._. , -•' •. Imo. tN AJ X KI, 4 X T o ,u rrl i . c p1 y cn — ..: • rj , . SI OI.LV'Il10'IV0 :10 TUlls L rto SOS zaauz ua. Su1g1nsu00 Gr. - `. _ iU O pzs.zonYu.,2J `onu0AV I W'IVd 'J'A021 • LOSZG 3 • Z ..'. . .: ' DESIGN LOAD TOP LL= 16.0 PSF TOP DL= 14.0 PSF BOT 'LL= 0.0 PSF BOT DL= 10.0 PSF* *5PSF REDUCTION TAKEN IN AXIAL STRESS ONLY OUR OF LOAD INC 1.25 SPACING 24.0 IN 0/C NON-STANDARD LOAD NJT ONE LBS SNCNE N PSF i MBR LEN FORCE MBR LEN FORCE JJ MBR FORCE MBR FORCE MBR FORCE LUMBER SOLUTION 1- 2 4.87 -7095 9-10 7.36 6430 2-14 -245 4-13 507 6-11 507 2- 3 4.72 -6457 10-11 6.30 5838 3-14 461 4-12 -958 7-11 -629 TOP 2X6 DF -L #2, 3- 4 4.72 -5460 11-12 6.30 5006 3-13 -629 5-12 2415 7-10 461 BOT 2X6. OF -L #1, 4- 5 4.72 -4266 12-13 6.30 5006 6-12 -958 8-10. -245 WEB 2X4 OF -L #3, 5- 6 4.72 74266 13-14 6.30 5838 6- 7 4.72 -5460 14- 1 7.36 6430' 7- 8 4.72 -6457 8- 9 4.87 -7095 DATE.-.'- 9/15/89 1 5 9 12 JOB ID PM40SC. SHEET'OF...,:.:.. JT REACT MIN BRG -- 1 1397. 3.50.r /m5N E PSIp 9 1397. 3.50" I I 41 F HANDLING AND ERECTION DESIGN INFORMATION MATERIALS AND FABRICATION - ;R Handling and Erection are not the responsibility of the designer Design meets with the latest revision of* National Design Specs- -Plates shall not be installed over knots. knotholes or oworted nr ersa orate manulac(wer location For Stress Grade lumber and Its Fastenings. of the gram. Members Shall be cut for light filling wood to wood Trusses are to be handled with particular Celle awing banding National Forest Products Association. and Design Specdsca- beating and/or bundling, delivery and ins laliaison to avoid damage. . lions lot Light Metal Plate Connected Wood Trusses. of the •Plate centerlines and joint cenferlrnes shall coincide except as TempoiaIts, and permanent bracIng lot holding trusses ina Truss Plata institute (TPI). otherwise shown _ straight and plumb position. and for resisting lateral forces shall' NOTE *Doubt cuts on web members shall most at the centerhnea of be designed and installed by others t .Connector plates shall be located on both laces of the truss thew is unless otherwise shown -Careful handling is essential and erection bracing is always with nails properly imbedded and shall be symmetrical about •ATI m .larrals are in accordance with the applicable section on required. Normal precautionary action lot trusses requires the joint unless otherwise shown. materials or the TPI DesignSpecdscatsons such temporary bracing during installation between trusses to 2.A,f bracing and erection recommendations are to be followed •Fastener sites shown are actual manufactured sites and may avosdtopplingandoomrnomg. in accordance with bracingofwoodtrusses BWT76ofTPI need to be increased insize lot certain handling and/or erec- • The supervision of erection of trusses shall be under the control 3.11 an Individual trussed unit requires more than one Truss. tion procedures of persons experienced in the installation of trusses. Plbles- lrusses shall be fabricated as a separate unit. then nailed or *Camber as shown on this drawing is that recommended for ,sons, advice shall be sought it needed. bohed together as noted. normal conditions of loading and tabtrcalron Camber may DQ •Concentration of construction loads greater than the design 4. The design assumes Compression chords (top or bottom) are revised at the nn(ron or the ncalor of afch tsel loadeshe 11not beapplied 10trusses atany time. continuously braced by sheathing. Where bottom chords in -No loads other then the weight of the electors "it be applied tension are not fully braced by a properly applied rigid coifing, to frusta$ until after all fastening and bracing is completed. they should be braced at a maximum spacing of 10'0" 0. C. DESIGN LOAD NOR LEN FORCE rR LEN FOf E NBR FORE NBR FQ RE YBR FQ RCE LLp4BER SOLUTION TOP LL- 16. PSF 1- 2 6.98 -3149 8 10.78 -27 2-10 38 3- 9 1 9 • 13 TOP MDF -L 6(2, TOP DL= 14. PSF 2- 3 8.95 -2705 8- 9 10.43 2290 3-10 418 4- 9 1044 5- 8 418 BOT 2X4 . DF -L N1. BOT LL= 0. PSF 3- 4 6.95 -1899 9-10 10.43 2290 5- 8 -380 • WEB 2X4 OF -L 3. BOT DL= 10. PSF* 4- 5 6.95 -1899 10- 1 10.78 2777 *W FEW ION TAX04 5- 6 8.95 -2705 TT11/ 4488 IN AXIAL 8TR&99 OP! Y DUR OF LOAD INC 1.25 6- 7 6.98 -3149 . JABE I01 8 STN/43a ' SPACING 24.0 IN O/C 1 4 7 SHEET ,OF NON-STANDARD LOAD NONELOS SECTIO N PSF Q OF ESSIo q , P'4J1 REACT MIN 3. BRG 7 1485: 3.50° , rn REC CNB- 0.530 AT 8 w o. I3 43- Exp. 3-31-89 ICP C grF.OF CAO t R8 12 9 5 12' .. 5.00 p 10X12 10X12 'Q 5. Go, 2 9 , 2X4 1 7. 4X8 4X8 }. M _ N Ifb • .b 5X8 7X8 5X8 10 8 8 * CONT 1X 4 LAT BRCG NAIL If/2- 8d COM 0/A SPAN 43- O-'0 (FT.- INCHES.. 16THS) SCALE= 0.125/1.0 MAN OIING ANO ERECTION DESIGN INFORMATION ' MATERIALS AND FABRICATION '• - Handhng and Erection are nor the responsibility of the designer Design meels with the latest revision of: National Design Speci- -Plates shall not be installed over knots. knotholes or distorted - m rhe mare manulacwr.r Ircalron For Stress Grade Lumber and Its Fastenings, of the grain. Members shall be cut for light lining wood to wood • - ' Trusses are to be handled with particular care during banding National Foiesl-Products Association: and Design Specilica• bearing.. ' and/or bundling• delivery and installation to avoiddamage. lions for Light Metal Plate Connected Wood Trusses• of the -Plate centerlines and joint centerlines shall coincide except as - - Temporaryand permanentbracingto( holding trusses in a Truss Plate lnstitule(TPI). - olherwiseshown. - straight and plumb position• and for resisting lateral forces shalt NOTE -Doubt cuts on web members Shall meet at the centerlines of be designed and installed by others. 1.Conneclor plates shall be located on both laces of the buss thew .is unless othe twise shown. ' -Careful handling is essential and erection bracing is always with nails property imbedded and shall be symmetrical about -All m .lerrals are in accordance with the applicable seciion on' required. Normal precautionary action for trusses requires the joint unless otherwise shown.- materials of the TPI Design Specifications. ' such temporary bracing during installation between trusses to 2•AII bracing and erection recommendations are lobe lollowed -Fastener sizes shown are actual manufactured sizes and may Avoid toppling anddominoing. in accordance with bracing ofwood trusses BWT 76 of TPI. need to be increased in size lot- certain handling and/or attic. he supervision of erection of trusses shalt be under the control 3.11 an Individual trussed unit requires more than one truss. lion procedures. - of persons experienced in the installation of trusses_. Proles- trusses shall be fabricated as a separate unit. then nailed or -Camber as shown on this drawing is that recommended for sionat advice shall be sought if needed. bolted together as noted. normal conditions of loading and fabrication. Camber may be Cont enlfalion of conslruclion toads greater than the design 4.The design assumes compression Chords (top or bottom) are revised at the option of the fabricator or architect. - toads shall not be applied to trusses at any time. continuously braced by sheathing. Where bottom chords in J. ' ' . • Not olh j w 1 I dors shell Oe applied tension are not fully Waced by a property applied rigid ceiling. to tri lint fl/ i as{r , argp("ing is completed. they should be braced at a maximum spacing of 10'0" o.c. 4 5X8 - 2 ' 5. 00 7X8 1 . 5X8 ' HANDLING AND ERECTION Handling and Erection are not the responsibility of the designer nr the Male manufacturer Trusses are to be handled with particular care during banding and, or bundling, delivery and installation to avoid damage. Temporary and permanent bracing for holding trusses in a slralghl and plumb position, and for resisting lateral forces shall be designed and installed by others. •Care tut handling is essential and erection bracing Is always required Normal precautionary action for trusses requires such temporary bracing during installation between trusses to avoid toddling and dominoing. • The supervision of erection of trusses shall be under the Control of persons experienced in the installation of trusses. Ptoles- $ional advice shall be sought it needed Concentration of construction loads greater than the design bads shall not be applied to trusses at any time. -NO toads other than the weight of the erectors shall be applied to trusses until shot as fastening and bracing is completed. 5X8 2X4 7 8 0/A SPAN 32- 0- 0. REC CMB= 0.39" AT OLUTION DF -L M2, DF -L N1, DF -L N3. DATE 0/ 8/89 JOB ID VNC32C SHEET OF (FT;. INCHLS. 16THS) SCALL- 0.189/1.0 7 DESIGN INFORMATION Design meets with the latest revision of: National Design Speci- MATERIALS AND FABRICATION -Plates Shall not be installed over knots. knotholes or distorted fication For Suess Grade Lumber and Its Fastenings. of the National Forest Products Association: and Design Specifica- grain. Members Shan be cut for tight fining wood to wood beating. lions tot Light Metal Plate Connected Wood Trusses. OI the Truss Plate Institute,(TPI). -Plate centerlines and joint centerlines shall coincide except as NOTE 1.Connectot plates Shall be located On both faces of the truss otherwise shown. •Doub' cuts on web members shall meet at the centerlines of the w .ts unless otherwise shown. with nails properly imbedded and shall be symmetrical about the joint unless otherwise shown. •AMI m .jerials are in accordance with the applicable section on T.AII bracing and erection recommenda lions are to be followed materialsof the TPI Design Specifications. *Fastener sizes shown are actual manufactured sizes and may in accordance with bracing of wood truss eS 8WT 76 of TPI. 7.11 an Individual trussed unit requlr es morethan one truss, need to be Increased in size lot certain handling and/or erec- tion procedures. trusses shall be fabricated as a separate unit. then nailed or boned together as noted. *Camber as shown on this drawing is that recommended for normal conditions of loading and fabrication. Camber a.The design assumes Compression Chords (top or bottom) are may be revised at the option of the fabricator or archilecl. continuously braced by sheathing. Where bottom chords in tension are not fully braced by a property applied rigid ceiling. they should be braced at a maximum spacing of 10* 0•' o. C. ' DESIGN LOAD TOP LL- 16.0 PSF IIBR 1- 2 LEN FORCE 7.70 -2127 NOR 5- 8 LEN FORCE MOR FORCE 8.03 1884 2- 8 78 NOR FORCE NOR ' FORCE LUMBERS 2- TOP DL- 14.0 PSF 2- 3 7.88 -1399 6- 7 7.88 1884 7 -851 4- 7 -851 3- 7 615 4- 8 78 TOP 2X8 BOT LL- 0.0 PSF 3- 4 7.68 -1399 7- 8 7.88 1884 BOT 2X4 BOT DL- 10.0 PSF* .. :' xi tYlY MT1/fV V.Y 4- 5 7.70 -2127. 8- 1 8.03 '1884 MEB 2X4 5X8 - 2 ' 5. 00 7X8 1 . 5X8 ' HANDLING AND ERECTION Handling and Erection are not the responsibility of the designer nr the Male manufacturer Trusses are to be handled with particular care during banding and, or bundling, delivery and installation to avoid damage. Temporary and permanent bracing for holding trusses in a slralghl and plumb position, and for resisting lateral forces shall be designed and installed by others. •Care tut handling is essential and erection bracing Is always required Normal precautionary action for trusses requires such temporary bracing during installation between trusses to avoid toddling and dominoing. • The supervision of erection of trusses shall be under the Control of persons experienced in the installation of trusses. Ptoles- $ional advice shall be sought it needed Concentration of construction loads greater than the design bads shall not be applied to trusses at any time. -NO toads other than the weight of the erectors shall be applied to trusses until shot as fastening and bracing is completed. 5X8 2X4 7 8 0/A SPAN 32- 0- 0. REC CMB= 0.39" AT OLUTION DF -L M2, DF -L N1, DF -L N3. DATE 0/ 8/89 JOB ID VNC32C SHEET OF (FT;. INCHLS. 16THS) SCALL- 0.189/1.0 7 DESIGN INFORMATION Design meets with the latest revision of: National Design Speci- MATERIALS AND FABRICATION -Plates Shall not be installed over knots. knotholes or distorted fication For Suess Grade Lumber and Its Fastenings. of the National Forest Products Association: and Design Specifica- grain. Members Shan be cut for tight fining wood to wood beating. lions tot Light Metal Plate Connected Wood Trusses. OI the Truss Plate Institute,(TPI). -Plate centerlines and joint centerlines shall coincide except as NOTE 1.Connectot plates Shall be located On both faces of the truss otherwise shown. •Doub' cuts on web members shall meet at the centerlines of the w .ts unless otherwise shown. with nails properly imbedded and shall be symmetrical about the joint unless otherwise shown. •AMI m .jerials are in accordance with the applicable section on T.AII bracing and erection recommenda lions are to be followed materialsof the TPI Design Specifications. *Fastener sizes shown are actual manufactured sizes and may in accordance with bracing of wood truss eS 8WT 76 of TPI. 7.11 an Individual trussed unit requlr es morethan one truss, need to be Increased in size lot certain handling and/or erec- tion procedures. trusses shall be fabricated as a separate unit. then nailed or boned together as noted. *Camber as shown on this drawing is that recommended for normal conditions of loading and fabrication. Camber a.The design assumes Compression Chords (top or bottom) are may be revised at the option of the fabricator or archilecl. continuously braced by sheathing. Where bottom chords in tension are not fully braced by a property applied rigid ceiling. they should be braced at a maximum spacing of 10* 0•' o. C. '