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002086 (SFD) + 09-1148 (PLBG)54915 Avenida Alvarado IIIIIIIIIIIIIIIIIIIIIIIII 34 IE P.O. BOX 1504 — - - 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 09-00001148 Property Address: 54915 AVENIDA ALVARADO APN: 774-292-021-9 -000000- Application description: PLUMBING Property Zoning: COVE RESIDENTIAL Application valuation: 5500 Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: ROBERTA LAIFSON 54915 AVENIDA ALVARADO UINTA, 92253 1 In -------CA-------------------- C! 0 _uu 1604ilctor: (:ITf OF LA LICENSED CONTRACTOR'S 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 Class: License No.: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any pplicant 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, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). (_ I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 _ I ate: 10— Iam exempt under Sec. B.&P.C. for this reason 201— C39 n a k■ CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Date: 10/29/09 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. _ 1 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 and policy number are: Carrier Policy Number 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' compensation provisions of Section 3700 of the La r Code, 1 shall forthwith comply with those provisions. Dat ppl WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000)• IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this 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 application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 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 c y ordinances and state laws relating to building construction, and hereby authorize representatives of thi ountypto ej;SXiature upon th ove-mentioned property for inspection purposes. ate: O`2 C (Applicant or Agent): Application Number . . . . . 09-00001148 Permit . . . PLUMBING SEWER Additional desc . . Permit Fee . . . . 30.00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 5500 Expiration Date . . 4/27/10 Qty Unit Charge Per Extension BASE FEE 30.00 ---------------------------------------------------------------------------- Special Notes and Comments SEPTIC ABANDON, SEWER -CONNECT. 2007 CODES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary ----------------- Charged Paid Credited ---------------------------------------- Due Permit Fee Total 30.00 .00 .00 30.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1.00 .00 .00 1.00 Grand Total 31.00 .00 .00 31.00 LQPERMIT Bin # City of La Quinta Building 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # l.1 ,1 A Project Address: � )A. lQAKXCIQ Owner's Name"1.. O"3 A. P. Number: Address: ST Legal Description: City, ST, Zip: ,O,p� V (A, q ` g Q , Contractor: ® Telephone: Address: Project Description: �� • -1 _;N City, ST, Zip: Telephone: hone: State Lie. # : City Lie. #; Arch., Engr., Designer: Address: City., ST, Zip: Telephone: �> Construction o struc tion T Y P e: Occupancy: P Y• State Lie. # Project type (circle one): New Add' n Alter Repair air Dem o Name of Contact Person: Sq. Ft.: # Stories: # Units:. Telephone # of Contact Person: Estimated Value of Project: coo APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss Calci. Called Contact Person Plan Check Balance Title 24 Cafes. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees .c C ATep COACHELLA VALLEY WATER DISTRICT OMIRIi" P.O. BOX 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 INVOICE Date: 10/28/2009 SUBJECT: 54915 AVENIDA ALVARADO, LA QUINTA, ACC NO. 606132,432:0"SCC FEE ONLY" ROBERTA LARSEN Project: 9-1970 501 N ALAHMAR ST Project Date: 10/28/2009 Amount Due: $3,995.00 ALHAMBRA, CA 91801 GEO: 06-06-13-2 Planner: REBECCA MILWARD TO INSURE PROPER CREDIT, PLEASE RETURN THIS PORTION WITH REMITTANCE AND INCLUDE THE PROJECT ON YOUR CHECK I 0 P a 1 1.00 FF SCC -COLLECTION 1 $1,658.001 $1,658.00 1.00 FJ SCC -TREATMENT 1 $2.337.001 $2,337.00 $3,995.00 1 $ �5-0 0 OCT 28 2009 COACHELLA VALLEY WATER DISTRICT SUBJECT: 54915 AVENIDA ALVARADO, LA QUINTA, ACC NO. 606132,432.0 "SCC FEE ONLY" COACHELLA VALLEY WATER DISTRICT P.O. BOX 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 Page 1 P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CAL LE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT PROPERTY OWNER'S PACKAGE (760) 777-7012 FAX (760) 777-7011 Disclosures & Forms for Owner -guilders Applying for Construction Permits MPQRUANT! NOTICE TO PROPERTY .OWNER Dear Property Owner: .'An. application--for--a building permit has been submitted in your name listing yourself as the builder of the property -improvements specified at _ � 1S .Ave VG e)o. A tya r r,_J o L a,rl%. (f We are.providing you withan Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit•issued in your name as the Owner -Builder. We hill not issue a building permit until you -have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMANION DIRECTIONS: Read and initial, each statement below to signify you understand or verify this information. 1. 1 understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" .building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance -coverage for injuries to workers on my property. RL 2. I understand building permits are not required tobe signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. 3. I understand as an "Owner -Builder" I am the responsible.party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. �-- 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. _L5. I understand if I employ or otherwise engage any persons; other than California licensed Contractors, and the total value of my construction is at least five hundred dollars -($500), including labor and materials, I may be considered an "employer" under state and federal law. F, IK6. I understand if I am considered an ,employee, under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. 7. I understand under California Contractors' State .License Law, an Owner -Builder who builds single-family residential structures cannot .legally build them with the .intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four' within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. f/.l- 8. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal. injuries sustained by any subsequent owner(s) that result from any latent construction defects in the w(�orkmanship or materials. 9�L 9. I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CS -LB) at 1- 800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. A_J__10. 1 am aware of and consent to an. Owner -Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following address: (11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner -Builders as well as employers. 12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing, the. permit. Note: A copy of the property owner's driver's.license; form notarization; or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Signature of property owner �� , _ �c,�„ Date: /O Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand. is my personal responsibility, I hereby authorize the following person(s) to act as. my agents) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project_ Scope of Construction Project (or Description of Work): SeuAe-f- Project Location or Address: S qq (5 AVen'Qa Al,"fa do Name of Authorized Agent: &JA Zo koso a Tel No `gS %U --,L-, -CI09 6 Sg 3S3 -3i�� Address of Authorized Agent: ` 1 q'9Yj�e)1 dc I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: ��,�, ��,� Date: II ILII III VIII IIII 35 IE Building Address 54-915 fteni& A Owner 'Mailing Address 43_380 1qa33= ] City Zipp"r.n Contractor Aaaress City Zip sow State Lic. & Classif. 19-1 413927 Arch:, •Engr., Designer Address P.O. BOX 1504 No. 402086 78-105 CALLE ESTADO b LA QUINTA, CALIFORNIA 92253 Tel. Tela City Lic. If Tel BUILDING: TYPE CONST: OCC: GRP.- A.P. Number 'M—.29Z412 I5-4172 Legal. Description 9 Project Description a•$`. J•' . MG 3665 Sq. Ft. GM 415 No isize- St New O Add E3 No. DWI ories Units Alter ❑: Repair ❑ Demolition ❑ City Zip --JState 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 imfull force and effect.. _SIGNATURE C i DATE OWNER -BUILDER DECLARATION IEstimated I hereby affirm that I am exempt from the Contractor's License Law for the following Y Valuation ! t+ ! reason: (Sec. 7031.5,Business and Professions Code: Any city or county. which requires a _ V fl./C3• PERMIT permit to construct, t 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 or the Contractor's License Law, Chapter 9 (commencing with Section 7000) of z. Division3 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 Plan.Chk. Dep. - e subjects the applicant We civil penalty of not more than five hundred dollars ($500). O I, as owner of the property, or my employees with wages, as. their sole compensation, will - Plan Chk. Bal. Const. do the work, and the structure is not intended or offered for sale. (sec. 77044, Buisness and Professions Code: The Contractor's License Law does not .apply to an owner of property who. Mech.. builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however,.the building Electrical ' 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.) . - - Plumbing 01,as owner of the property, am exclusively contracting with licensed contractors to con- struot the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law - does not apply to an *owner of property who builds or improves thereon, and who contracts for S.M.I. ' such projects with a contractors) licensed pursuant to the.Contractor's License Law.) - 0 1 am exempt under Sec. B. & P.C. for this reason Grading Driveway Enc. INSPECTOR Date Owner Infrastructure WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent'to selFinsure, or a certificate of I certify that I have read this application and state that the'above information. is correct. Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Date Permit Policy No: Company O Copy is filed with the city O Certified copY is hereb 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; M AMOUNT 85.00 i7 • .LS' 20.00 TOTAL 2.704.46 2,454.Aid REMARKS NOTICE TO APPLICANT: It, after making this Certificate of Exemption, you should become BY: subject to the Workers',' Compensation provisions of the' Labor Code, you must- forthwith comply with such provisions or this permit shall be deemed revoked. ,ZONE:' _ Minimum Setback Distances: ' - Front Setback from Center Line Rear Setback from Rear.Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line ' I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.)- Side Setback from Property Line Lender's Name Lender's Address FINAL DATE INSPECTOR 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. 2-255-136 I certify that I have read this application and state that the'above information. is correct. Issued by: Date Permit I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this. city to enter the above-.' mentioned property for inspection purposes. Validated by: Signature of applicant' _/ Date Mailing Address >r Validation. City, State, Zip t A5684 5 29 1454,'46 U HARD COPY CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SQ. FT. ® $ UNITS ROUGH PLUMB. BONDING 2ND FL. SQ. FT. STORAGE TANK YARD SPKLR SYSTEM POR. SO. FT. ® MOBILEHOME SVC. BAR SINK GAR. SQ. FT. ® POWER OUTLET ROOF DRAINS CAR P. SQ. FT. REINF. STEEL DRAINAGE PIPING WALL SO. FT. DRINKING FOUNTAIN SQ FT ® FINAL INSP. URINAL ESTIMATED CONSTRUCTION VALUATION $ WATER SYSTEM WATER PIPING NOTE: Not to be used as property tax valuation LUMBER GR. FLOOR DRAIN MECHANICAL FEES FINAL INSP. WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER VENTILATION GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE,TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SQ. FT. Q. c BATH TUB SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 1'A c SEWAGE DISPOSAL SQ.FT.GAR ® 3/4c HOUSE SEWER FINISH GRADING 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 fUrGROUND PLUMBING �` UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE I ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK ti FORMS ( SEWER CTA ROUGH WIRING ;2d DUCT WORK ROCK STORAGE FOUND. REINF. l GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ =$ LUMBER GR. FINAL INSP. r'Z-D FRAMING FINAL INSP. ROOFING / 'l 1/,2o f /,2ofn —77--gGAR. REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR FIREWALL le"THING 2 MESH VINSULATIONISOUNDC FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS, GARDEN WALL FINAL �Q 6�'� r� �cC_ tel" ;!.Z a To IIIIIIIIIII 36IE IIIIIIIIIIIIII Z P.O. BOX 1504 APPLICATION ONLY Building 78-105 CALLE ESTADO Address, " ' - ,( ) ., (_, > LA QUINTA, CALIFORNIA 92253 ownerNckt- t«Jc7vt-kC-,-k- CO BUILDING: TYPE CONST. OCC. GRP. Mailing 7 y 1 AddressG13_ 1t3u (^. Ft51Hct G> i ` A.P. Number / / 7` - 20 - 0 of City Zip Tel. / r r cS lNa Z 4. C) 3 v - Oli Z Legal Description Contractor Project Description Address State City Zip Tel.. State Lic. City & Classif.Lic. # Sq. Ft. No. No. Dw. Arch., Engr., Size Stories Units Designer New ❑ Add ❑ Alter ❑ Repair ❑ -Demolition ❑ Address Tel. City Zip 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 Estimated Valuation I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,8 usiness 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 AMOUNT requires the applicant for such permit to rile a signed statement that he is licensed pursuant to PERMIT 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 - Plan Chk. Dep. ,• j 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 Plan Chk. Bal. do the work, and the structure Is not Intended or offered for sale. (Sec. 7044, Suisness and Const. Code: The Contractor's License Law does not apply to an owner of property who builds or Impves thereon and who does such work himself or through his own employees, Mech. provided that so improvements are not intended or offered for sale. If, however, the building orimprovement is sold within one year of completion, the owner -builder will have the burden Electrical of proving that he did not build or Improve for the purpose of sale.) ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to con- Plumbing struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for S.M.I. such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) Grading ❑ 1 am exempt under Sec. B. & P.C. for this reason Driveway Enc. Date owner Infrastructure WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. O Certified copy is hereby furnished. TOTAL CERTIFICATE OF EXEMPTION FROM REMARKS WORKERS'COMPENSATIONINSURANCE (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 ZONE: BY: subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center. Line 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.) Side Setback from Property Line Lender's 'Name Lender's Address FINAL DATE INSPECTOR This is a building permit when properly filled out, signed and validated, and Is subject to expiration if work thereunder is suspended for 180 days. 1 I car tity that I have read this application and state that the above information is correct. Issued by: Date I F }• • Permit I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above-. mentioned property for inspection purposes. Validated by: Signature of applicant Date Mailing Address Validation: City, state, zip A 4 0 6 6 1 3 0 2 5 0. 0 0 CK BUILDING DIVISION CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SQ. FT. ® $ UNITS SLAB GRADE ROUGH PLUMB. BONDING YARD SPKLR SYSTEM 2ND FL. SQ. FT. FORMS SEWER OR SEPTIC TANK ROUGH WIRING MOBILEHOME SVC. BAR SINK POR. SQ. FT. ® GAS (ROUGH) METER LOOP GAR. SQ. FT. ® POWER OUTLET ROOF DRAINS GAS (FINAL) TEMP. POLE DRAINAGE PIPING CAR P. I SQ. FT. GROUT WATER HEATER WALL SQ. FT. ® FINAL INSP, DRINKING FOUNTAIN SQ FT ® WATER SYSTEM URINAL ESTIMATED CONSTRUCTION VALUATION $ =$ WATER PIPING NOTE: Not to be used as property tax valuation FINAL INSP. FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM FIRE ZONE ROOFING KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SQ. FT. ® c BATH TUB LATHING SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL SQ.FT.GAR ® 3/ac HOUSE SEWER FINISH GRADING 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 R 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 APP./EQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP, BOND BEAM WATER SYSTEM GRADING CU. yd. $ plus x$ =$ LUMBER GR. FINAL INSP. 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 SIGNATURES/INITIALS. GARDEN WALL FINAL 1111111111111111111111111 37 1 I COUNTY OF RIVERSIDE, DEPARTMENT OF HEALTH PERMIT APPLICATION FOR A SUBSURFACE DISPOSAL SYSTEM Applicant: Submit this form with three copies of a scaled plot plan drawn to county specifications required on the attached check list. A non refundable filing fee of $1"5 is required when the application is submitted. Check must be made payable to County of Riverside. Name Mailing Address > ` , C. J ✓J G! G,-'. ,.L ✓J F; Q City State Zip Code Phone ~ U*Property Addr s,s – 'City orCom-muritY *Legal Description of Property (Lot, Parcel Map, Tract) G"UtG ✓v i r. GI G i„/' .-rte `-. Gil r `' eJa G o v % C G :' / viii . . 1C Grl C " 9. %J ' CJ. o=? o ✓ v , . ° %. 8 'Assessors Parcel No. Water Serving Property From Lot size Signature of Applicant Date 'The above information must be verified from Building Application Staff Use — Do Not Write Below This Line 'Initial Date h WQCB Clearance required Yes ❑ No Soils feasibility report required Yes ❑ No Detailed boring report required Yes ❑ No Detailed contour plot required Yes ❑ No Comments: m Z Q Soils or boring report by Date H U Approved by Date m ,, / Soils Map Page Soil Type Tract File No. ”, ✓ her Number of Bedrooms Septic Tank Size (gallons) Rate Required, Type of System New Addition Replacement Leach line sq. ft. of bottom area trench Leac bed (sq. ft. of bottom area bed) Seepage Pit Diameter Number of Pits Seepage Pit Depth B.I.Total Depth of Pit 5' _D 6' ^ ; . , Location of System Additional Requirements U A permit is approved/denied-for the design of a subsurface disposal system as indicated on the accompanied plot plan Z using the requirements set forth in Section B above. A building permit is necessary for the installation of the above Q designed system. U) Signature of Health Official - Date Receipt No. District: Riverside ❑ DISTRIBUTION: WHITE - Office File DOH SAN 122 (Rev 10/84) Issued By Indio ❑ Hemet ❑ Date YELLOW - Applicant PINK - Building Dept. GOLDENROD - Pending File FIEp o �\\\�j SYSTEMS COMPONENTS ENGINEERING, IN -C., CERTIFIED WI INSPECTION \ S ICBO AA -583 IN STRICT ACCORDANCE., WITH UBC. 25-17 PREFABRICATED IIII 39 IIIIIII VIII III VIII IE SYSTEMS COMPONENTS ENGINEERING, IN -C., CERTIFIED WI INSPECTION \ S ICBO AA -583 IN STRICT ACCORDANCE., WITH UBC. 25-17 PREFABRICATED /OIL � r y `3� -� `.. t.� `30 = ` I { :1 34 To 27-4 (_^. XLnl EE _ b,� '/n 44)'xCD _ \ ? x 4 / „ 2¢ x4p ?542x4 c x4 Ty,c BeAc� (�_ -I I D�_4 I j � CONNECTORS: PER ICBO 2878, HUD 42.00 OR L.A. RR 23827. PLACED SYMMETRICAL ABOUT JOINT UNLESS DIMENSIONED. SIZES !i! SHC�tiN COVER MINIMUM STRUCTURAL NEEDS AND MUST BE INCREASED WHERE HANDLING MIGHT CAUSE JOINT DAMAGE. ALL 1JC:IN-IS TO BE ACCURATELY CUT AND BE TIGHT FITTING. FURNISH GENERAL CONTRACTOR WITH THIS PLAN FOR COMPLIANCE. j SEE BUILDING ARCHITECT OR ENGINEER FOR ERECTION AND PERMANENT BRACING_ THIS DESIGN FOR TRUSS FABRICATION J t I O-Nv Y. XANAX OR XANAX ENGINEERS NOT RESPONSIBLE FOR JOB CONSTRUCTION, BUILDING DESIGN, ROOF SYSTEM OR ANY i {+t : ,,TED SYSTEMS. 411517-7 NA.T!0N "-.! CORPOR • TE 01 i ICF 569G CHAFFER AYF., CHINO, CA 91710?714.627.7411 XF11iTCX I 4 L x '-':zc: .i. 2xlaN`��F 7_ "I I CONNECTORS: PER ICBO 2878, HUD 42.00 OR L.A. RR 23827. PLACED SYMMETRICAL ABOUT JOINT UNLESS DIMENSIONED. SIZES !i! SHC�tiN COVER MINIMUM STRUCTURAL NEEDS AND MUST BE INCREASED WHERE HANDLING MIGHT CAUSE JOINT DAMAGE. ALL 1JC:IN-IS TO BE ACCURATELY CUT AND BE TIGHT FITTING. FURNISH GENERAL CONTRACTOR WITH THIS PLAN FOR COMPLIANCE. j SEE BUILDING ARCHITECT OR ENGINEER FOR ERECTION AND PERMANENT BRACING_ THIS DESIGN FOR TRUSS FABRICATION J t I O-Nv Y. XANAX OR XANAX ENGINEERS NOT RESPONSIBLE FOR JOB CONSTRUCTION, BUILDING DESIGN, ROOF SYSTEM OR ANY i {+t : ,,TED SYSTEMS. 411517-7 NA.T!0N "-.! CORPOR • TE 01 i ICF 569G CHAFFER AYF., CHINO, CA 91710?714.627.7411 XF11iTCX jF 7 x 12r CIVIL A - 5 (_LAA TC_ _7N C; 1 ACl CP L • pisp j. - CONNECTORS: PER ICBG 2878, HUD 42.00 OR L.A. FIR 23827 PLACErl SYMMETRICAL ABOUT JOINT UNLESS DIMENSIONED S :71 F IS SHOWN COVER MINIMUM STRUCTURAL NEEDS AND kjJST PF. i(ycRl:A!3rr) WHERE HANCILING, MIGHT CAUSE JOINT DANAAGE. ALL JOINTS '10 BE ACCURATELY CUT AND BE TIGHT FITTING F[JRN1514 GENF..RAL CONTRACTOR WITH TI41S PLAN FOR COMPLIANCE SEE BUILDING ARCHITECT OR ENGINEER FOR ERECTION' AND PERMANENT BRACING. THIS DESIGIIIJ FOR TRUSS FABRICATION O-NLv 1':ANAX OR XANAX ENGINEERS NOT RESPONSIRLF FOO.JCI,. (70NSTRUCT!ON, BUILDING PFSIGN, ROOF SYSTEM OR At!" PFLArEO SYSTEMS. P. 0. PDX 5127. HACIENDA HEIGI CA_n 17115 4524 XANAX 040USTRIE� NATIONAL CORPORATE OFFICEXANAX 1 S.7 L L./F TYA tLEH;; Si -HN ;= I..�.. NCl?Ey : ---- -- -- .- FIT H = 21/12 1. HERVY TILE . ROi3F I N5 . y C.U.W. NEi?.= l S.P. P5F �:�If�� i ii� -• �tl � I t a: 1•'t1Y. .-moi "Ei D. W. CEEIL.. I TC = X r+Q ! Dr TO '-IE-9 NO DF TO L1L1-c CDN DF TO °i0-• 1 1 � 55T HF Ti L!�-8 N01 NF ?L y3 --S NLS F!F Ti 3EI--2 2i'Li i_t ! DF TG LIE ---H NC1G D. TL -12-10 CON DF TO 33-3 I SL;T H,F TU L!:! ... L-1 NLS I NF TO 1?0-•0 NC'' HF ZL ri:...-•:STD DF 14''' NF' TO LiE-LI I u4 fii L i C= sem.. St? iiil Vii; •t 39 TO 46- y r.../ _37 TO HH- 7 l 7 �i `'�•Ft:C= p`r>^i; 3F- TO 3��- Q2. 1 LJ T❑ ---S t. i:- ! _. Ll ell ?911 ?[l Lit-'[� /tiQt�wr Or CONNECTORS PER ICBG 2878, HUD 42.00 OR L.A. RR 23827. PLACED SYMMETRICAL ABOUT JOINT UNLESS DIMENSIONED. SIZES I SHOWN COVER MINIMUM STRUCTURAL NEEDS AND MUST BE INCREASED WHERE HANDLING MIGHT CAUSE JOINT DAMAGE. ALL JOINTS Tia BE ACCURATELY CUT AND BE TIGHT FITTING. FURNISH GENERAL CONTRACTOR WITH THIS PLAN FOR COMPLIANCE. SEE BUILDING ARCHITECT OR ENGINEER FOR ERECTION AND PERMANENT BRACING. THIS DESIGN FOR TRUSS FABRICATION nkLY XANAX OR XANAX ENGINEERS NOT RESPONSIBLE FOP JOB CONSTRUCTION, BUILDING DESIGN, ROOF SYSTEM OR ANY RELATED SYSTEMS. - L � T *- 1- L F LL. Ivy T IL �_��_.; r /:.I } Df� E : I / 17/7E DRH!•i I N NC - XANAX INDUSTRIES NATIONAL CORPORATE OFFICE P. 0. BOX 5127, HACIENDA HEIGHTS, CA. 91745 (213) 3M-4524 XANAX..-.l 1 /1 1 L/H TYP . L./ i S t. i:- ! _. Ll ell ?911 ?[l Lit-'[� /tiQt�wr Or CONNECTORS PER ICBG 2878, HUD 42.00 OR L.A. RR 23827. PLACED SYMMETRICAL ABOUT JOINT UNLESS DIMENSIONED. SIZES I SHOWN COVER MINIMUM STRUCTURAL NEEDS AND MUST BE INCREASED WHERE HANDLING MIGHT CAUSE JOINT DAMAGE. ALL JOINTS Tia BE ACCURATELY CUT AND BE TIGHT FITTING. FURNISH GENERAL CONTRACTOR WITH THIS PLAN FOR COMPLIANCE. SEE BUILDING ARCHITECT OR ENGINEER FOR ERECTION AND PERMANENT BRACING. THIS DESIGN FOR TRUSS FABRICATION nkLY XANAX OR XANAX ENGINEERS NOT RESPONSIBLE FOP JOB CONSTRUCTION, BUILDING DESIGN, ROOF SYSTEM OR ANY RELATED SYSTEMS. - L � T *- 1- L F LL. Ivy T IL �_��_.; r /:.I } Df� E : I / 17/7E DRH!•i I N NC - XANAX INDUSTRIES NATIONAL CORPORATE OFFICE P. 0. BOX 5127, HACIENDA HEIGHTS, CA. 91745 (213) 3M-4524 XANAX..-.l IS -0 L I_e.0 L 9.r L / : �. 3.3 L R� -67.2L B- -S? .4'... E= Fel .OL - 1I :3L 71= TO 34- 3 2.55 TC' 25- 6 34 TO. 2H- 4 2.54 TO 23-10 CLERR SPRN= PITCH Y TC ( Ll_+DL )- FC CLL +DL )z- MIiY. Sin D Cs ; - . •P^N — — - • — --- L FT.— 'ITES : 5.0/Ii 10# TILE ROOF. 10.0 PSF S.2 PSF W. CLIL. 211.01 1 2S.0 T,'_ = 2 X 4 NO DF TII 34- 3 NO2 DF TO 32- ^ 4- 2.i= I d . 7L WFH -z 2 X 4 L/4 TYP . SST HF Til 8 ND I HF 1101 N011 DF TD 34- 3 NO2 DF TO 33 - SST HF TO 34- 3 NO1 HF TO 32- 5TD DF OR HF TD 34--3 1Ems. . PZ� f� I CON DF TO 28— 3 3 NDc 11i" TO 2H- 1 2 CON DF TO 27- 4 5 NO2 HF TO 20-10 �i,PEA �Oi rL% G• C. JO/n/T — 44 SPL 2.54 SPL 13 NO SPL 12 �. 3 34 NO SPL 2.54 SPL 44 TO 241-7 ,. 54 TO 34r_3,r _ L/3 TYP ._ + L/12 46 TO 26 -0'1 ___ L I /5V0=OPT . CHMSER 1 N FT.' UNLESS NOTED CONNECTORS: PER _ICBG 2878, HUD 42.00 OR L.A. RR 23827 PLACED SYMMETRICAL ABOUT JOINT UNLESS DIMENSIONED SIZES SHOWN COVER MINIMUM STRUCTURAL NEEDS AND MUST BE INCREASED WHERE HANDLING MIGHT CAUSE JOINT DAMAGE. ALL JOINTS TO BE ACCURATELY CUT AND BE TIGHT FITTING. FURNISH GENERAL CONTRACTOR WITH THIS PLAN FOR COMPLIANCE. SEE BUILDING ARCHITECT OR ENGINEER FOR ERECTION AND PERMANENT BRACING. THIS DESIGN FOR TRUSS FABRICATION ONLY. XANAX OR XANAX ENGINEERS NOT RESPONSIBLE FOR JOB CONSTRUCTION, BUILDING DESIGN, ROOF SYSTEM OR ANY RELATED SYSTEMS. FILE: NO: T -311 -L-,.V 4/ 3) GF;TE : i /S/77. DRHW 1 NS Nll : 10102 X2NAX tNDIICTRIEc! NA.TI!:NAL r'ORP^04TE OFF!CF 56QV.SCHA.EFEc'AVE. i'HINO fA.9'1710171e..527-7e•1 - — — -- -- XANAX 'sa TT' -7 10 46 TO 26 -0'1 ___ L I /5V0=OPT . CHMSER 1 N FT.' UNLESS NOTED CONNECTORS: PER _ICBG 2878, HUD 42.00 OR L.A. RR 23827 PLACED SYMMETRICAL ABOUT JOINT UNLESS DIMENSIONED SIZES SHOWN COVER MINIMUM STRUCTURAL NEEDS AND MUST BE INCREASED WHERE HANDLING MIGHT CAUSE JOINT DAMAGE. ALL JOINTS TO BE ACCURATELY CUT AND BE TIGHT FITTING. FURNISH GENERAL CONTRACTOR WITH THIS PLAN FOR COMPLIANCE. SEE BUILDING ARCHITECT OR ENGINEER FOR ERECTION AND PERMANENT BRACING. THIS DESIGN FOR TRUSS FABRICATION ONLY. XANAX OR XANAX ENGINEERS NOT RESPONSIBLE FOR JOB CONSTRUCTION, BUILDING DESIGN, ROOF SYSTEM OR ANY RELATED SYSTEMS. FILE: NO: T -311 -L-,.V 4/ 3) GF;TE : i /S/77. DRHW 1 NS Nll : 10102 X2NAX tNDIICTRIEc! NA.TI!:NAL r'ORP^04TE OFF!CF 56QV.SCHA.EFEc'AVE. i'HINO fA.9'1710171e..527-7e•1 - — — -- -- XANAX T IL P, r- i FOR fliNLk"c w. Ofr TRV S%.�vv iI LA a IkA-TE S Sit VAW4. wNIGN Ai r^4 t. IS b C IN G NStO DPT tjOIMT '/LIf 4 ie. Pl�i�os0I f oo Cox 6" L.7 I I 13 0✓ r A 1 A y (Io.M LOCATE VCRTK�--Opt. P�cs. � l3 J _O(CLegR HEEL ft) Fc�iQQiry C IFR MINNAILs 9-2,7 dl coos (rVP.) SPA w VA it (Es a T IL P, r- i FOR fliNLk"c w. Ofr TRV S%.�vv iI LA a IkA-TE S Sit VAW4. wNIGN Ai r^4 t. IS b C IN G NStO DPT tjOIMT '/LIf 4 ie. Pl�i�os0I f oo Cox 6" L.7 I I 13 0✓ r A 1 A y (Io.M LOCATE VCRTK�--Opt. P�cs. � l3 J _O(CLegR HEEL ft) Fc�iQQiry C IFR MINNAILs 9-2,7 dl coos (rVP.) SPA w VA it (Es ice% I jiAaf LLJ r - - .. =: 1. cam::: ,qL_ vE=:�1CAL WES TRUSSES 7-I-1Er'E ti1Us' SE GF•••aP) Aj.+ FC2 F -UL'— Or' rPUSS. 3 ALL 1_J•✓�F�E� 11�a*V i3E 110u STRESS GC'A:� ! I o••••., MA" UM Vap - Mid" YZE - UtAOE OF LUWBER •:xa :>-•--�' •�•'�� aAtia *a,s-eef—�.._ �.w! :: top CHORD BOTTOM C110Rt RFD rE16F1+5 mow... — .. _ ....... .«... .r.......,-�... �.�..� ...�-.. -- -- - - C(►.rtt•Cs•� _ V1, w•. •.n.1 :r•I ;,lSU• �. rr«r.•� .. .i79 — a t?.O`O LL a O.L Ki OITCM I VIM O L I} Diu 10►_'1 _— t'S/ XANM INDUSTRIES /i. E.. iiia - �L•1.«, C.;.,..r ""o 171111" ♦)71 GABL F E Q D TRJSS .1 ft ar Itt 9"tabbas ttf •t• . r. Now 4mmowqmm dmqmam�a— MM, MUM qp i.l�•sf 1�♦.'�t_-fd10 - _ICA6O'L. sit ofa •i10'M:__ss::s t�0••� !1•u'' 1 a•e�t AuaG'Ot ,uiu S1 !Llu�M •asst ir�•rl !►e L. jti•Iu'�2 a1A0'u� /�wt+'ul .ssss it %M - /-7- oval 1Gc 6VJI twit NT -.11 )t%]-, • • • • . . . • . . .. . • . . • • . . . . . . . . . . . • �• . . ♦ e _ . • . • • • • 4W . •• Isle • Is1et,.1 --- -- .St.s s1 -• t�•ts� •:. IWO Sao 110 'f11�a.tZ_1� IYst/40019 �i1i{Nu•&*11eU • � • � mob.. X1.1• i� • -� , ........... . �"if�tl:1•�:. t Alp ...r .,.W.... ............. , IMMIRM w .et.f !w w. •w _ ... .!_ .f. - •�I.t •r •w SIS _ t'1 �rl��/•.! .&1•t .•.Z •t .• _ .` .• .L _ .1 .ul.f r -' 1 •fa • t •�' •� �w •t .00 .96 bbu at • .r .• .11.E __. .• _ .� ,a �« .* .r .% 1 SOL t,4Pas ��1---�.� 1•a _ �► as • w • .40 . to fie L Sol �p•vl j 4t-. .♦ 06 .• .• .♦r •1 .� .r ,• •Nt.Yost_ • 1 ... 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X1.1• i� • -� , ........... . �"if�tl:1•�:. t Alp ...r .,.W.... ............. , IMMIRM w BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS •0 TRUSS PLATE 1— 11 T I U E, INC., 1976 INTRODUCTION in recognnron of the inherent wittily of a pmowly braced root rVstem, Ire apparent lack of knowladge of how, when, and whereto amstul adequate bract g, and in the interest of public safety, the Truss Plate Institute, Inc. in consultation with its Component Manufacturer Council mamberdliii, hes undertaken the preparation of these recom. mendatrorna Substantial concentrated MAV and deliberative review by the TPI Technical Advisory COmmnlee (comprising a membership of I he chief structural engrneefn of member oldie manufacturing companies, repo. sentativas of the academic rommunit V, and independent co rnulting engineers) have ben devoted to 1�11t effort Conwhation with the TPI Component Manufacturers Courmcu hes resulted in bringing practical field handling and election problems into a sharper tows. Inclusion of the tenbtiva remmrterdahorms Im an.ute handling and rection procedures is ora direct result of me consultations. h a olanned to study further and enlarge upon these tentative recommajist . Whilethe race les lions for bracing contained herein we tepmiuliV sound. it it not intended cat they be considered the only "'hod for bracing a 10011 system. Neither show uld these I.Ont be interpreted asuperior t0 or a standard that would necessarily be preferred in lieu of an rthi tact's or engineei s design fp bracing for a pan itular roof system. Thea recommendations for bracing woad trusses originate from the collective "Otaienee of leading technical Personnel ,n the wood trust +dusry, but must due m nature the nare of retponubilitia involved, be peaantad Onlyes a wua to' (he use of • qualified building dengna. builder. p tinction contractor. Truk the Truss Plate Ingrtute a. It disclaims any responvibdlry for damages rising from the use, applio- tion, or reliance on the ramrrlrnermdtlom and intormnton contained herein by bwidbV Oasgrws or by wanion contractor corn -.e. err sfrtso bux+e rreiwaa i� a i.t� anwiu, �-- F,eew t ar w sic D.worra baric fng{rfe lief . nWl-e aw.iry res — Faure 1(b) It nncornnrrded that diagonal bracing Imrnimum 2-inchthick rmomwl lumber) be instabsd at approximately a 45 degrw angle to the atenl brbracing. Diego" bracing should be attached to the opposite side Of the sane mW6 ngarring lateral bracing, . This bracing may be ocirmnuous or intermittent a erns building miner's OptnOn; however, it is retormended tint intermittent spacing not nsoeed 20 fast, or two the horizontal run of the dwodhel bracir* a a NOwevw carefully wood trusses re designed and fabricated. all this is at stake in the final erection and bracing of a roof or ty flop aterm. it is at this critical stage of construction that maty of rte really significant design assumPlroris are either fulfilled or �griored, 11 '9�ed. he twrnte0uancee nay refile in a collapse of the Aructure. Mich at bast it a substantial lou of time and materials, and which at worst could result in a lost of life. - The Trust Plate Institute -Design Specdiuti4m for thLight Metal Plate Connected Wood Trusses' are recommended for e design of indndwl wood truces a structural components only. Lateral bracing, as may be required by design to reduce buckling length of indmidwl trust members, is a pat of the wood truss design and is the only bracing that will be tomfied an the mass resign drawings. Latent bracing it o be supplied in the site specified and installed at the location specified on the truss design dr~np by the builder or erection contractor. The building designer or inspatsw must ascertain that the specified lateral bracing is WOPWV installed and that Ilia bracingms wlticiently anchored Of restrained by dagoral bracing to prevent its movameni. Special design requinmartm room as wind bracing. Dorsal bracrrq wismic bracing, daphragna, linear walls, or otrw load transfer eiemerm and their cvnnactans to the wood trustee must be considered aparataV by IM building Ih*pgrler. 1M ahrY denrr'ninne viae, k=tm.% and method of connections for diagonal bracing as needed to resist these forces. Oiagonal at close bracing is tee, herded in the plane formed by the top chordt, in the plane formed by the bottom chards and perpendicular to the truss web maMetl, as deeded fp tee Oyarell stab•lity of the entire structure. Trust and co bracing annection details should be shown on the building designer's framing plan as pat of the design drawinga n hed Bracing materials anot usually turn es pit of the wood truss package, and should be provided by the builder or erection contractor. The builder or snetlan eonereeap is ra>ppaibto forprtsper woad trust handling and far proper talperlry bch eeMe mart sees the the wood trustee an not atstien"hir draped duringenaction and that they we mainleerned in alipennt before, during, and afstr irapBatiork limited ydq beadig naw follow, but not hatts�rfy W FldbV dedtinses frertninii Islet. It is recap ass the -Wim bracing to epplid a each tarts Is plated in poiaitia► 2 awrnxnen esu eipane wits iriro wiiir brFt nwdr d—iiall, r awawe The design of wood trusses in "M,danca with TPI design criteria aatumes. I Truss member are initially rtraight, uniform in cross section, and undorm in design probertieL 2 Trustee are alone structural COmoon"M installed •enically, braced to Drenermt lateral movement and Derallel to each other at the design spacing. J. Trust members are pinned at pints fp iletermuhetWn of anal forces - a. There d conlm,nlV of chord meroar, at joints Ip determine. con of moment stresses. 5. Compression members are laterally retuained at spleitit, lou tions a intervals. 6. Suparmoosed dead or lire load% ate vertrwly. wird kads an APphed normal to the plane of the top Chord, and concinlratid bads we aonlieo at a point. 7. In addition to the lateral bracing specified by the trim Bergner, the budding designer will soecifv wfliciamt bracing at right angles to the Diane of the trust to hold tritely truss member in . The portion assumed for it in cieugn. S. The building design Jro Ihe truss deegner) will specify sufficient bracing and connections to wuthrtand lateral lokdiry of the entire structure. The theory of bracing is to apply sufficient support at r q angles to the plane of the truss to 'did every truss manor in the position assumed lot it in design. This theory mdst be apOcued at three steges. STAGE ONE: During Building Design and Trus Design ediyiduej siva member an checked for buckling, and lata.... brietitg is osified es required for each Ir— manta. The building dee 0 muse specify how this lateral bracing is to be anchored all ins plej to Aeywg aronl moyemem should all true members, so lfraod. tend to budtse together as stews in Figura I(b). The may be amort 1 Isead by: 1, Anddrpe to olid crier mala (Figure hell. 2. Di"ciat Macing n the pane of sub nrMss IF*" 11a), 1 Otter meas as determined by the lhuildiq daigior. "Ons: cautiti trww vis r s.ww. wsawr war no cher irr end tnreiw i.w+v s wnnrrwt Fipee /le) �/ Fyne 2W Y erwa.wsr..n ure...r w.wr .e. . v..ea drs-r wow 11 Oras+er�+ar w // rrra�w I n...r .w..e..i r r.r 11 st ior .rwa ill Flguee ted) STAGE TWO: During Truss Erection the builder or erection orsbaav mug fait* a&Qp to precautions t0 empire that tie wood pins are not structurally damaged. proper riggin4 inekuding the use of speeder ben and multiple pickup point, where feWited, is havaeay be prevent damage during handling; bntative nebommerdetioro we ptreek in the Appadits haeeb. It s most umpprtat to brow the fist trtrer M the wed at the building sewnry. Au opts trews we tied to the tint Inas, V. the Fhpw 21b) bracing system deperda to a greet estam On how wed the first truss ■ braced. Ore rtisfactory method is for the first trust top ente o be canard to a stake driven into the ground and swiMy, islands d. The wow brace itself should be supported an shown in Fiou*e 2 p it a an O buckle. Additional Wou lid Metas, in the Oppgefb difectim rude ow bwWittg we also rwnrmnaded. The Wound by Should be located deathly in ht* with all roan of too chord continuous lateral bracing. olherwia, the too chord of the first trust can bard sid's"O" and -eow the tibia to Shift. This duh, t1OVM*str Slight, Puts a tremendotls swam On NI tanfrctions of the bracing system, i.e., the we10 Of the pules would than be added to Only wird fora or construction bed such as bundles of plywood or roof Shingles I"Ing to tip the pulses; orle. All failing of brecirsg Should be done so that If the trusses should rend to tuck" or tag, the ne,b will be loaded 41paII r. nol in withdrawal. It n not recommended to roll scabs to the and of the building to txt5 a the fust trust. These wAbe an break off a pull Collapseout, thus allowing a total collap As trustees are at rn place. The builder or era",pn Conlreclo, must apply W"ICwt temporary, bracing to hold the trussel plumb, on aip ea gnment and in a late condition until rte grmenent placing, deckinx a•ld/sheathing can be instatled Temporary bracing should be rot lesti n tha2.4 d.m-wn lumber and should be n IOng as ot,,ul for handling The use of Short spacer peas of lumber between adjacent "uum is nor raommondap. unim used temporarily ,n preparation for mediate Installation of anger continuous bracing (8 -fast minimum ,engthl Temporary prating lumber should be railed with two double 'headed 16d nails at avery Interaction Ti tha braced member. Pre-assernbly of Woups of truss, on the Wound, into structursny braced units which am then lifted into Place es assemblies is an KceotaOe alternate to the 0r 411 a•trma method. Enact WOO:ng between buses thouid De maintained a bracing is installed 10 Md the nelardoul practice of remOvinq bracing to adjust spacing as Inealh:ng is applied. This act of -adjust-rig spacing' can .Jute trusses 10 TOp01s If a key connection .5 removed at the• wrong .ma. Truss bracing must be applied to totes planes of reference ,n the -mf system to insure stability 1 Too chord Unearthing) Plane, 2. wet, rhernber pure or vertical plane perpendipu W to trusses, and 3 Dottom "Pro ICTdingl Plane I. Top Chord Plana Most important 10 the builder, Or erection <011bactO, is txacing In tha Plane of the top Mord. Truss top chords are +•utcephble to lateral buckling before they are placed Or Sheathed. It is Figure 44a1 .a".. ill. rw a .n..� wriwerh, owwn r.I.,r ere...... stud 17 ,sw a ss �•o+a„ rriir waa,� b••oora >b+r snow Neo• iw 1 b Ibpw r tgunr 1101 fe00mRlended that Continuous latral bracing be installed within B inches OI the ridge line w center line and at approatrnatety 8 feet to 10 Taal :nh ryals between the ridge line of sloped tryees Or denier I,ne Of Rat busts and the Pres. For double itemiser truss inn 10"between latpaM They De inrleaesd to 12 tees to 14 feet. Diagonals touted between the lateral placing and at 41 OPproatmately 45 degras angles, lorm the triangles required for stability in the plane of the top chord NOTE: Long spam a teary bads they regwrs dow be""" lateral bracing and ober intervals between diagonals So"Ci� Figure 31s) illustrates temporary placing m the plane of chord fthe top a gab" trusses. M ]-1Y rrYr M �•a•ra +air "o+.wa �+'•� + f ret ws.ye s+. i•vw r.Dar ••...� .r t� tNt"r�•10� « ns•.m«rh A r� ws.wra 1 If Postdate, the COnhnueut lateral plats lot the to `\�' �\�>,,\I • ' s 0/ pit on IM undM4, Of the too chord cep that ,t wtl�tt he_ be 'temovad es the Ply -004 decking is applied. The trusses are than fold mca ly'yen during the decking Pfoast. �ot1'is equally uweMet for ilia builder Or 'Ir"tall bracing In tM�of efoRdn contractor Ord r ' bums The tae of a sins r'"Wap 1OP dihord for f41 riot or floor buses. P ng Pastern n remmftended for all flat encular attention is directed to bracing at the end of tat f "-Ms es Shown in Figure 3(bl. Figura 31b) 2 Web Mwnbae plane, It IS also necessary to install temporary tracing in the Plane Of the web im mbens. This bracing is usually fre were. ,erwiar. „v+ i i i n +a+..i.cs+h+i ,yam/ � no- eaie,r ierrrs n„r a .,.w ,wrh,sr„ : / t_iea earn. ...r loan u„r. � as• e.s.,,r a+i+� leo NrM adrift ,••wx ri iwwo vvrri m snows .. Fire, 3(a) i.ari,irp.ivii 1 I b,.n.wiirwY rw•N�Wiw�ior•w eras '1 1 FVM 5 belweertIaWlIs Placed at apPrOnmatery 45 degrees n recommende0 to' nabd,ty Of trm bottom chord Diagonal bracing in the Pane of the bonom chprd is gamwally not required Into -ghoul the length of the building. but .t is rmommat ad that ,T be located at Wast al each end of the budding In most canes temV bracing .n the Diane of the bosom chord Is ,mtalled a, the Ipcat,ont sPec"red On the rthr"ctur.l Danfor oe,"a nt by city and exe I Ibs O,e, rah in place u pt m want plac. ng Figura 5 0WIT'aie5 Exacting ,n the plane of the bottom chord. •Fs.11bunalvs of p,ywpdd should no, M Placed On trusses This -omiruction bad should be limited :o B Naets air of Plywood On any p of I, uh'sl •M dub be located adleoenl to the Supports No ascest ma ncentntion of any eonnruct On meW,a" (such as W,,al Or vhngMl Tray« —, should be Placed on The truces in any one area; tnev shpud be sprod O-1 hplly Dap a la'g' ere" M as to Mho OMl-Wlrlq any One trust All ^hehantol equlrment should be luted only on the trusses spMf,cally OMW" to MOOD" It. It should not be dropped or Mn et itmodiar,ly n My other Ors" unless the musses ars adequately, shoted All flop buses shoed be adequately snored ,f pellets of .on,, materials ars To be stwe0 Iampplardy until the neat higher walls are t.n,sred. STAGE THREE: Prmanent Bracing ,t dy,gned and specified by t•w ri •.lett Or engineer for the structu,a, ufeav of Ste buld,ng 11 ,s khe ,espons.b,hty of The budding designer to indicate ut'. ,pc"bon, and sl achman" for all Permanent blr:,ng as required by design snalyi.s. In general, It Is Oesuable to design ed lo,:ate all bracing to that IT nary elorktogether w,m 01ner structural 0.115 of the bi.,46 g ;wen as shear werlf, POral frames, (ser Ing walls, columns, been", etc 1 t0 chane tryst Nucl-gl mtaWny. m"talled es the Sams' 10"TIOns specified on the architectural plan for "W"ne"nt Dr@Cnp, and may become Dan of the POmafent bracing. It n recones lded that diagonal plac-g be added at each wab rhembea requ"" nontutpOins lateral bracwg It norm is Specified. It is MCOrnfnstded that it be Plead at no greater than 18 feet interval, along tha pun length for roof trusses and 8 fast intervals for floor trust" IT is not generally nsdesary for dagcnal bracing to run contrnu. putty lot trw full length of the building out n n recomftrded that the spacing between sets of diagonal pricing not exceed 20 lest, or twice the nor:tonfal run of the diagonal bracing Rows of 2a6 strong -backs "ev also be used to brae floor frutses where diagonal bracing is nmpract•ul Figure 4fa1 illustrates diagonal bracing in the Nene of the web members. Figure 4(b) Illustrates the lateral movement that may occur if lateral bracing IS used without diagonal bracing 3 80stom Chord Ilene, In Circler, to hold VOW spacing On the bottom Mord, temporary bracing Is recommended ,n the Diane of the bottom chord COrstrnuOus aunt tracing at no greeter than 8 tot to 10 fast on centers along the trust length IS recommended full wgtn of the building. nailed to the top of the bottom chord. Diagonal bra" I�I�I�I�I�I� �•• . _ MIin IIM 1 I IM M1 M_J%Ietfa_I_IM_ Permanent bracing must pfoyide sutficsent eupptat at non -ryes to the plane of She truss to hod avyv trils member in the posrtpn astumW to,, n in deugn In ado.tgft, pwimyern bracing must be designed TO reun Iatenl forces imposed on the cOnhplstad bwdug by wind Or a:smic fOrcp. Permanent Draining -my be tuodivded mho thro logical Compo nen W : 1 Top Chord Plana This bracing n deatgred to maw "teal movement of the lop chord. If Plywood IIOM or roof sheathing a proper, v w aoxed with staggered pnp and adpwte nailing, • continu. ous d,apruamgaction is Oa loped aro additwral bring m tha show n gTr ir, -I required Some metal roofing mstp"" may be dopa dad upon o so a a O-Ohr"tin when PrOPply lapped and nailed. Selection -n0 use o1 the, matpa,s Is at The diem,on o1 the buid,ng designer. 10 -i r tin rhea iris.., Figure Blbl If purbes aro used, salted not to escead the Duckling length of the top.ctlwd. and adequately attached to the top chord. a n recons. menden trial d,agonal placing be apoxed to :he underside of the top chord to present lateral shifting of :he purhns, Figure Gist ,Ilwtrates the necrIMIN •or applyxtg dagonal bracing m the pLare of the top chord despite the use of closely spaced purliro. It O recornmMsded.thal this dtagoral bracing as shown in Figure 61bl, be installed on both sides of the ridge line jn all end pars. If the C.aiding exceeds 60 feel -n angth. this bracing should be repeated at mtavafs no greater than 20 feet. . 2. Web Member Placa. The purpose of this basing is to hold the trusses in a vertisyl position and to maestajn the design {pacing In addition, this lateral bracing may be required to shorten the buckling 13 Figure Al 11 1 1' A surpeete0 pnoceoure to, trusses., :Ihrsrated :n Figure AI11 :1 the run span does not e.ceed 30 feet. to m ength of a -web member. As deacrebed earlier to the d,scuss,on of b—:s:ng des,gn and truss design WAGE ONE), diagural orating or end anchorage n eaentral to stabd.ae the lateral bracing. O,agonal bracing in the c .It of the web nemben q aim used to n•sMbule unequal loading to sdiaCent trusses and to spread lateral forces to dupnragms or shear wads. Spacing of rows of ajagonal bracing n the ::ane of the webs is a matter at judgment to be made by the bu::a:ng designer, and will depend upon the truss span, truss conhgurs, loon. type of budding. and tbe ioadoeg. Gmeral!v for roof Trusses, in* spacing ranges from 12 feet to 16 feet Depending upon how it retain to tae brsc,ng in the alone of the top chord For floor trusses the Cron bracing should be approximately B feet on crosars. lateral 2,6 sI,ongbacks may also be used fa whiff !lour systems. Figure I and Figure ff illustrate bracing in the plats of the webs. J. Bottom Chord Plana This bracing is required w maintain the uua design tpacmg and to provide Lateral supports to the bottom chord to resist buckling forces in Ilia evert of reversal o1 stress due t0 wind upuh Or unequal roil or floor loadings. For multiple Doering truss Or Cantilever codithOns, ponjons of the bottom chord become compression members and should be braced 'aterally 10 resin buckling in the same manner as the top Mad of .-am span tn.Inaa. Bracing .n the plane of the bottom chord is also designed to iraMtd lateral forces clue to wind or seismic loads ,nto side wells, rheas wells or other res,al,ng structural ele-ants. Diagonals belvassn continuous lateral bracing srlVa to sabll:ie the bottom Chord. It ,s recommsslded that and complete bey of diagpsal brarirg be installed at each end of env building and additional such lays be Located at spec f.ed intervals rot .o e.ceed 20 feet. Figur 5 illustrates the ales of brac!rq in the Diane of the bonom Chord. These rccanmerhdatioro for bracing wood trusses nays been derived from the Collective eaperianCe of leading lad. iol personnel ,n the wood true -ndustry but must, due to the nature of reoons,biln,es ;revolved, be presented only as • gue>ti to the use of a qualified building designer. buildw. or erection ponVac'br. N APPENDIX it is intended trial Ings ppendi. contain only tMtahve reeom mehdatiues that may be used as a guide for onute haMhng and erection until a more romplete satemmt can be prepared There may be wme,nstances in which additional precautions will De ,,ocenafy UNLOADING. It possible, :,usses shall — unloaded rvs relatively smooth ground rhev shall -est be unloaded an rough !erra.h that would rause undue lateral stra,n that might result ,n distortion of truss joints. dumping of Irufftls :s an adaptable D -110a provided that ler trusses are not damaged or escessjvely strstsed :n the act of dumping The builder shall provide ricOtect,on from damage that may be caused by on -ate conitruct,on activity. STORAGE. Care shad be taken w as not 10 3110" u,cess,ve pending of trusses or to allow tipping or !0LpI,ng while the lrUnls are Derided o when the banding is removed. It trusses fabricated wslh fire reurdanl treated wood mala be stored prior to erection, they shouks be stored in a vertical puolan !a weve,l water containing chemicals lesched from the wood from standing ran the plates. A further prefaulhon may be taken by providing a cover fw the trusses that will prevent moisture from coming in direct contact with the trus>A and which ran be ventilated to ptevent condensallm ERECTING TRUSSES The true erector or builder knell take to necessary precautions 10 inane that handling and erection procedures, do not reduce the load -carry" capacity of the true Trusses shall be installed plumb, at specified 1pisc,rig ahs0 inph" 6.e., trusses will be property, a6ghedl. is ' For lifting trusses with Wese N •aqa 01 80 feel; is d recover- mided that a strongback be kind at divarated in Fig,n A133. The Figure A127 strong -back should be attached to that top chord and web membees at intervals of approximately 10 few. Further, the strong -bads lahoruld be Far trues spans between 70 tells and 60 feet a apguned Iifling at ev above the'md.Might of the true o of to prevent oventon,ng The wncadure ,s sawn in Figure A121. It should be noted brat the fines strong back un be of env enowull with wN,cant strength to satelsr from the ends of the ipnadar bar 'toa,— If date Yves should Carry the weight of IM truss and auff,C ent rigidity to adanuatelr losses "[orout." they will tend to caries buckling of the than. ' bending of the truf. Is, ifs 40 IE SYSTE:/tS COIAPOIJCAJT'5 clJCIAJCCelkl6*-*-7AJr,�....'.--.�'... Vi z,4 Ion n� -r 'A' j4L 13' OWN 9.0 T ..4L7rC9KJA-TC ',/4/P FOOF PL 1Z i j v"95 =� W. 34 OWN 1Z i j v"95 r,,@ 18 LE to SYS T E- ItS CO/4( -PO JJ E AJ T-15 C1JCjAJ6-CCjAjr, j.4.61ck Tgu5SC3 A I.P.56 T -A L-rC 9 klATC .'.4q I P ODF c. Q 5 Trot 6 L F5 / � 40, 5- -1 o::;.R -)