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BRES2018-025778-495 CALLE TAMPICO T4tyl D VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Permit Type/Subtype: BUILDING RESIDENTIAL/ADDITION Owner: Application Number: BRES2018-0257 SUSAN KUDO Property Address: 51653 AVENIDA JUAREZ 51653 AVENIDA JUAREZ APN: 773113008 LA QUINTA, CA 92253 Application Description: KUDO RESIDENCE/ADDITION Property Zoning: Application Valuation: $10,000.00 Applicant: Contractor: PCMR CONSTRUCTION INC PCMR CONSTRUCTION INC 8942 WOODMAN AVE STE D7 4 2018 8942 WOODMAN AVE STE D7 ARLETA, CA 91331 ARLETA, CA 91331 CITY OF LA QUINTA DESIGN & DEVELOPMENT DEPARTMENT (310)4Llc. No..:: 1031s 031442 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 Professions Code, and my License is in full force and effect. License Cla s:�jB License No.: 1031442 Date: Contractor: _ aj,q I.� OWN ER-BUI LDE"ECLARATION 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 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, 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, 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.). () I am exempt under Sec. B.&P.C. for this reason Date: Owner: 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: Date: 11/29/2018 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: EMPT Policy Number: I certify that in the performance of the work for which this permit is issued, I sh I of 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 Labor Code, I shall forthwith comply wit those provisions. Date: ,�( f Applicant: WARNING: FAILURE TO SECURE WORKERS' C PENSATION 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 Building Official 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 county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-ment'oned p operty for inspection purposes. l Date: Signature (Applicant or Agent): AU ly&�L L' Date: 11/29/2018 Application Number: BRES2018-0257 Property Address: 51653 AVENIDA JUAREZ APN: 773113008 Application Description: KUDO RESIDENCE/ADDITION Property Zoning: Application Valuation: $10,000.00 Applicant: PCMR CONSTRUCTION INC 8942 WOODMAN AVE STE D7 ARLETA, CA 91331 Owner: SUSANKUDO 51653 AVENIDAJUAREZ LA QUINTA, CA 92253 Contractor: PCMR CONSTRUCTION INC 8942 WOODMAN AVE STE D7 ARLETA, CA 91331 (310)428-9928 Llc. No.: 1031442 Detail: 204 SF ADDITION OF TWO NEW BATHROOMS, INSTALLATION OF MAIN PARALAM RIDGE BEAM, AND A 548 SF SOLID PATIO COVER AT REAR YARD [ENGINEERED]. 2016 CALIFORNIA BUILDING CODE. 7 e e 0 e 0 CRIPTION ACCOUNT 7ADDITION, CITY AMOUNT ADDITIONAL 500 SF 101-0000-42400 0 $67.10 DESCRIPTION ACCOUNT CITY AMOUNT ADDITION, EA ADDITIONAL 500 SF PC 101-0000-42600 0 $18.72 DESCRIPTION ACCOUNT CITY AMOUNT ADDITION, FIRST 100 SF 101-0000-42400 0 $131.07 DESCRIPTION ACCOUNT CITY AMOUNT ADDITION, FIRST 100 SF PC 101-0000-42600 0 $184.13 Total Paid for ADDITION: $401.02 DESCRIPTION ACCOUNT CITY AMOUNT HOURLY CHARGE - ESGIL CIVIL ENGINEER 101-0000-42600 1.5 $157.50 Total Paid for BLDG CITY STAFF - PER HOUR: $157.50 DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 DESCRIPTION ACCOUNT CITY AMOUNT Credit Card Fee 101-0000-43505 0 $18.35 Total Paid for Credit Card Fee: $18.35 DESCRIPTION ACCOUNT CITY AMOUNT DEVICES, FIRST 20 101-0000-42403 0 $26.01 DESCRIPTION ACCOUNT CITY AMOUNT DEVICES, FIRST 20 PC 101-0000-42600 0 $26.01 Total Paid for ELECTRICAL: $52.02 DESCRIPTION ACCOUNT CITY AMOUNT VENT FAN 101-0000-42402 0 $26.00 Total Paid for MECHANICAL: $26.00 DESCRIPTION ACCOUNT QTY AMOUNT PATIO COVER, DESIGNED 101-0000-42404 0 $143.56 DESCRIPTION ACCOUNT CITY AMOUNT PATIO COVER, DESIGNED PC 101-0000-42600 0 $181.01 Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $324.57 DESCRIPTION ACCOUNT CITY AMOUNT PLAN CHECK DEPOSIT - ADDITION/REMODEL 101-0000-42600 1 $125.00 Total Paid for PLAN CHECK DEPOSIT - ADDITION/REMODEL: $125.00 DESCRIPTION ACCOUNT CITY AMOUNT 101-0000-42600 ($21.50) DESCRIPTION ACCOUNT CITY AMOUNT 101-0000-42600 ($78.00) DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $78.00 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $21.50 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $56.50 Total Paid for PLUMBING FEES: $56.50 DESCRIPTION ACCOUNT QTY AMOUNT 101-0000-42600 ($20.00) DESCRIPTION ACCOUNT QTY AMOUNT RECORDS MANAGEMENT FEE - MAJOR 101-0000-42416 0 $20.00 Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $0.00 DESCRIPTION ACCOUNT QTY AMOUNT 101-0000-42600 ($0.50) DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $0.50 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.00 DESCRIPTION ACCOUNT QTY AMOUNT 101-0000-42600 ($5.00) DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $0.00 PERMIT # PLAN LOCATION: Project Address: 5 Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: TL r Y i tA-- St k- S, Applicant Name: Address:.. ' L t City, ST, Zip: Telephone: .:, . q2 2 ; Email: Valuation of Project $ °��__ �9`� , " J Contractor Name: + 1Ne�w SFD Construction: Address: "��; r fi, Conditioned Space SF City, St, Zip Garage SF Telephone: Patio/Porch SF Email: J Fire Sprinklers SF State Lic:^' City Bus Lic: Arch/Eng Name: Construction Type: Occupancy: Address: Grading: City, St, Zip Telephone: Bedrooms: Stories: # Units: Email: State Lic: City Bus Lic: Property Owner's Name: New Commercial / Tenant Improvements: Address: Total Building SF City, ST, Zip Construction Type: Occupancy: Telephone: Email: 78495 CALLE TAMPICO LA QU I NTA, CA 92253 760-777-7000 OFFICE USE ONLY # Submittal Req'd IZee'd Plan Sets Structural Cates Truss Cates Title 24 Cates Soils Report Grading Plan (PM 10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License CERTIFICATE OF COMPLIANCE artco Desert Sands Unified School District 00 r 47950 Dune Palms Road 113ERMUDADUNE8 RANCHO KRAGF G Date: 10/15/2018 La Quinta, CA 92253 Y IND AN WEl'L5 y a PAi_Ad DESERT y "'s� ��cHFLI- No.: 18-01144-1 (760)771-8515 ° " 0' Owner: Susan Kudo Email: Address: 51653 Avenida Juarez Jurisdiction: La Quinta City: La Quinta Tract #: Type: Residential Addition < 500 Sq ft Lot # Street No. Street Name 51653 Comments: Avenida Juarez Sq. Feet APN Permit No. 204 773-113-008 Bathroom Addition At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking eating, or sanitation) or replacement mobile homes. It has been determined that the above -named owner is exempt from paying school fees at this time due to the following reason: Residential Addition 500 Sq Feet or Less Exempt This certifies that school facility fess imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.00 X 204 S.F. or $0.00 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in the proposed project may now be issued. Fees Paid By: Exempt/Synda Villanueva Check No.: Bank Name/Recipient of Certificate Telephone: Funding: Exempt By Scott L. Bailey Superintendent Fee Collected/ Exempted by: Arianne Catano Certificate Fees Due: $0.00 Original Payment(s) Rec'd: $0.00 ! - New Payment Rec'd: 11) Over/'Under: $0.00 NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90-day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. Notice to Building Department: THIS DOCUMENT VALID ONLY IF IMPRINTED WITH EMBOSSED SEAL. comdev From: Mauro Rodriguez <pcmrservices@yahoo.com> Sent: Thursday, November 29, 2018 4:26 PM To: comdev Subject: Permits I'm give Cinda Villanueva aproved to pick permits under my behavior for the job 51653 Avenida Juarez. La quinta California. Thank you. For your help. Pcmr construction inc. 3104289928 Sent from my Whone PLAN CHECK #.: BRES2018-0257 SET: II PROJECT ADDRESS: 51653 Avenida Juarez PROJECT NAME: Addition for the ? Residence ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ❑ EsGil staff did not advise the applicant that the plan check has been completed. ❑ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person REMARKS: City: Structural revision only. Structural has been revised. Shear walls have been shortened and the capacities have been elevated. Holdowns have been increased. By: Javier Snider Enclosures.- EsGil 10/25/18 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 General Notes Notas Generates Trusses are not marked in any way to identify the Los trusses no estan marcados de ningtin mode que frequency or location of temporary lateral restraint identifique la frecuencia o localization de restriccion and diagonal bracing. Follow the recommendations lateral y arriostre diagonal temporales. Use las for handling, installing and temporary restraining recomendaciones de manejo, instalacion, restriccion c. and bracingof trusses. Refer to ..,I - Guide to arriostre temporal t o al de los trusses Vea el folleto 1 Y P Good Practice for Handling. Installing Restraining - Gula de Buena Practice pare at Manejo Instalacion & Bracing of Metal Plate Connected Wood Restriction y Arriostre de los Trusses de Madera Trusses*** for more detailed information. Conectados con Places de Metal*** pare information Truss Design Drawings may specify locations of mas detallada. permanent lateral restraint or reinforcement for Los dibujos de diseno de los trusses pueden especificar individual truss members. Refer to the 1LCSi {3 ,* las localizaciones de restriccion lateral permanente o for more information. All other permanent bracing refuerzo en los miembros individuales del truss. Vea design is the responsibility of the building designer. la hota resumen %:Y[?z-b;aa*** pare mas informacion. El resto de los diserios de arriostres permanentes son la responsabilidad del disenador del edificio. DANGER The consequences of improper handling, erecting, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury` or death. - -' IPELIGRO! El resultado de un manejo, levanta-' miento, instalacion, restriccion y arriootre incorrecto puede ser la caida de la estructura o afro peon, heridos o muertos. r' Cc0U T7i OG3 Exercise care when remov- ing banding and handling trusses to avoid damaging trusses and prevent injury. Wear personal protective equipment for the eyes, feet, hands and head when working with trusses. m B?G1NTirLS' Utilice cautela at quitar las ataduras L-- - o los pedazos de metal de sutetarpare evitar dano a los trusses y preventr la herida personal. Lleve at equipo protective personal pare Ojos, pies, manos y cabeza cuando trabela con nU d U Use ry trusses. special care in Utilice cufdado windy weather or especial en near power lines dias ventosos o Handling - Maneio and airports, cerca de cables electricos o de ® Avoid lateral aeropuertos. bending. Spreader bar Evite la flexion lateral for truss \' e The contractor i is responsible for ®�®® properly receiving unloading and storing the trusses at the jobsite. Unload trusses to smooth surface to prevent damage. ,__, Use proper rig- Use equipo apropiado El contratista tiene la responsabilidad de recibir, ging and hoisting pare levantar e descargar y almacenar adecuadamente los equipment. improviser. trusses en la obra. Descargue los trusses an la tierra liso pare prevenir el dano. I ,✓� Trusses may be unloaded directly on the ground at ®®® NOT store NO almacene the time of delivery or stored temporarily in contact unbraced bundles verticalmente los with the ground after delivery. If trusses are to be upright. trusses sueltos. stored for more than one week, place blocking of sufficient height beneath the stack of trusses at 8' t (2.4 m) to 10' (3 m) on -center (o.c.). ,.� `IA Los trusses pueden ser descargados directs- mente an el suelo an equal momento de entrega o a/macenados temporalmente an contacto con el suelo despues de entrega. Si los trusses estaran guardados pare mas de una semana, ponga bloqueando de altura suficiente detras de la pila de lox trusses a 8 hasta 10 pies en Centro (o.c.). IV I For trusses stored for more than one week, cover I #•� bundles to protect from the environment. Para trusses guardados por mas de una semana, ® DO NOT store on NO almacene en tierra cubra los paquetes pare protegerlos del ambiente. uneven ground. desigual. a= Refer to . ,.I for more detailed information per- taining to handling and jobsite storage of trusses. r` Vea at folleto BCC 11 pare informacion mas detal- lada sobre at manejo y almacenado de los trusses en area de trabelo. Hoisting and Placement of Truss Bundles Recomendaciones Para Levantar Paquetes de Trusses ® DON'T overload the crane. t• NO sobrecargue la grOa. NEVER use banding 9 to lift a bundle. NUNCA use las ataduras pare levantar un paquete. �`! J A single lift point may be used for bundles of top chord pitch trusses up to 45' (13.7 m) and parallel chord trusses up to 30' (9.1 IT). Use at least two lift points for bundles of top chord pitch trusses up to 60' (18.3 m) and paral- 1A#A1RtINC Do not overload supporting lel chord trusses up to 45' (13.7 m). Use at least structure with truss bundle. three lift points for bundles of top chord pitch trusses >60' (18.3m) and parallel chord trusses IAVVERTENCFA! No sobrecargue la >45' (13.7 IT). estructura apoyada con el paquete de Puede user un solo lugar de levantar pare trusses. paquetes de trusses de la cuerda superior haste (=J) Place truss bundles in stable position. 45' y trusses de cuerdas paralelas de 30' o Puse paquetes de trusses an Una menos. posicion estable. Use por to menos dos puntos de levantar con gropes de trusses de cuerda superior inclinada haste 60' y trusses de cuerdas paralelas hasta 45'. Use por to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada mas de 60' y trusses de cuerdas paralelas mas de 45'. Mechanical Hoisting Recommendations for Single Trusses Recomendaciones Para Levantar Trusses Indivoduales e Using a single pick -point at the peak can damage the truss. El use de un solo lugar an el pico pare levantar puede hacer dano at truss. so° or less Approx. 112 -y -I truss length Tagline E Trusses UP To ao' (s.1 m) i ftUSSES -IAS IA 3n P"s _ LL Spreader bar Toe in Toe -in Attach Locate Spreader bar 70'(3 m) above or stiffback o.c. max. JSpreader be,1/2 to mid -height E- 2/3 truss length -� ./. Tagline 1 US r 4 UP r0 co (ti'.a m) _y rl costs w sraso Pins „%''`III V�II \�AI% �1T Spreader bar 2/3 to .� Hold each truss in position with the erection t- 3/4 truss length equipment until top chord temporary lateral Ta,line restraint is installed and the truss is fastened I-Russr's UP rO AND OVER co' (rt.3 m) to the bearing points. �� 'RrfU9SI-S IIAS'rA Y SOF nl 6n PIES - Sostenga cada truss en posicion con equipo de gr0a pasta que la restriccion lateral temporal de la cuerda superior esta instalado y at truss esta asegurado en los soportes. Installation of Single Trusses by Hand Recommendacciones de Levantamiento de Trusses Individuales Per La Mano _.. �. . 1. Trusses 20' - _ �y l Trusses 30' (6.1 m) or (9.1 m) or less, f less, support support at 1 near peak. 3, quarter points. Soporte Soporte de cerca at pico - -- los cuartos los trusses Trusses up to 20de trarno los .4- Trusses up to 30' de 20 pies o (6.1 m) trusses de 30 (9.1 m) menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies Temporary Restraint & Bracing Resttrics en Y Arri®sere Temporal e Refer to 1: C 8 R2*** for more information. f�,/ Top Chord Temporary Vea el resumen r tit-132-pare mas informacion. -Lateral Restraint `r (TCTLR) Locate ground braces for first truss directly in line 2x4 min. with all rows of top chord temporary lateral restraint (see table in the next column). <_ Coloque lox arriostres de tierra Para of pruner 2'o.c., typ. truss directamente en linea con cada una de las files de restriccion lateral temporal de la cuerda "=g0° Brace first superior (vea la table en la proxima column). truss securely DO NOT walk on unbraced trusses. before NO camine an trusses sueltos. t- erection of additional ® DO NOT stand on truss overhangs until trusses. Structural Sheathing has been applied to the truss and overhangs.14 r NO se pare en voladizos cerchas pasta Revestimiento estructural he side aplicado a la armadura y voladizos. !steps to Setting Trusses Las Medidtas de la lnstalacion de Ins Trusses �Y 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracingsee below). 5 Install web member lane diagonal bracing to stabilize the first five trusses ( ) ) P g 9 (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process with groups of four trusses until all trusses are set. 1) Instate los arriostres de tierra. 2) Instate el primero truss y ate seguramente at arriostre de tierra. 3) instate los proximos 4 trusses con restriccion lateral temporal de miembro corto (vea abate). 4) Instate el arriostre diagonal de la cuerda superior (vea abato). 5) Instate arriostre diagonal pare los planes de los miembros secundarios pare estabilice los primeros cinco trusses (vea abajo). 6) Instate la restriccion lateral temporal y arriostre diagonal pare Is cuerda inferior (vea absto). 7) Repita este procedimiento en grupos de cuatro trusses haste que todas los trusses esten instalados. ® Refer to BCSIdB2*** for more information. Vea at resumen BCSi. pare mas informacion. RestraintiBracing for All Planes of Trusses Restricci6n/Arriostre Para Todos Pianos de Trusses Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress -graded lumber. Attach to each truss with at least 2-10d (0.128x3"), 2-12d (0. 1 28x3.25") or 2-16d (0.131x3.5") nails. La madera 2x4 clasificada por estres as la madera minima utilizada pare restriccion lateral y arriostramiento di- agonal. Atarlas a cada braguero con at minirno 2 clavos 10d (0.128x3 ), 12d (0.128x3.25') o 16d (0.13lx3.5 ) [.Kd This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses (PCTs). See top of next column for temporary restraint and bracing of PCTS. Este metodo de restriccion y arriostre as pare todo busses excepto trusses de cuerdas paralelas (PCTs) 3x2 y 42. Vea la parte superior de la column pare la restriccion y arriostre temporal de PCTs. d t Tna runPn - rl HZI7171A 1Z11PFR1nl2 Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramp Espaciamiento del Arriostre :Temporal de la Cuerda Superior) Up to 30' 10' (3 m) o.c. max. (9.1 m) 30' (9.1 m) - 8' (2.4 m) o.c. max. 45' (13.7 m) 45' (13.7 m) - 6' (1.8 m) D.C. max. 60' (18.3 m) 60' (18.3 m) - 4' (1.2 m) o.c. max. 80' (24.4 m)* *'Consult a Registered Design Professional for trusses longer than 60' (18.3 m). Consulte a on Professional Registrado de Diseno Para trusses mas de 60 pies. lLj See BCSI-f38 **for TCTLR options. Q,�. Vea el G(, t t,2**'Parera lax lax opciones de TCTLR Refer to L CSI-B3*** <T o.c Iyp for Gable End Frame restraint/bracing/ reinforcement information. Para informacion sobre restriccion/ TCTLR arriostre/refuerzo pare Armaz(nes Hastiales vea el resumen LiCSI-n *" 10"or> Note: Ground bracing not shown for clarity. Truss attachment �` ! Repeat diagonal braces for each set of 4 trusses. required at support s) Repita los arrisotres diagonales para cada grupo de 4 trusses. Section A -A LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT ®LA RESTRICC16N LATERAL Y EL ARRIOSTRE DIACONAL ,SON MIIY IMPORTANTES® Bottom chords Minimum 2' 2x_ Scab block center, d _ over CLR splice. Atlach Diagonal braces every to CLR with minimum 8-16d 10 truss spaces 20' (0.135x3.F) nails each side (6.1 m) max. of splice or as specified by the 10' (3 m) -15' (4.6 m) max. Building Designer. Same spacing as bottom chord Note: Some chord and web members SECTION A -A lateral restraint not shown for clarity. 3) BOTTOM CHORD - CUERDA INFERIOR Lateral Restraints - 2x4x12' or TrussMember greater lapped over two trusses or CLR splice reinforce- Note: Some chord _ ment. and web members Bottom not shown for chords ' clarity. 10' (3 m) -15' (4.6 m) max. Diagonal braces every 10 truss spaces 20' (6.1 m) max. Restraint & Bracing for 3x2 and 4x2 Parallel Chord Trusses Restricci6n y Arriostre Para Trusses de Cuerdas Paralelas 3x2 y 4x2 10' (3 m) or Diagonal bracing Repeat diagonal bracing e Refer to 15' (4.6 m)* every 15 truss spaces 30' ;t, a-ffi-* for more (9.1 m) max. information. Fr _ Vea el resumen BCSt, r:,r*** q I I , era mas informacion. P I s 2'o.c., tyP--;i „ Apply diagonal brace to venial `. webs at end of cantilever and at bearing locations. All lateral restraints lapped at least two trusses. *Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords and 15' (4.6 m) o.c. for 42 chords. Out Installing - I//St'alaei®n -of -Plane Out -of -Plumb Max. Bow Truss Lengl if Tolerances for Out -of -Plane. ' R 12.5' Tolerancias pare Fuera-de-Plano. D/50 F. (ft.) 19 min 9 m 3.8 m <- Length ->• Max. Bow 9 `1 1/4" (6 min) 1' 0.3m 7/8" 22 min 14.6' 4.5m �� - ---- Lj - ;. Length 1/2" 2' 1" 16.T Max. Bow 13 min 0.6m 25 min 5.1 m Max. Bow p a 3/4" 3' 1-1/8" 18.8' -- 19 min 0.9m 29 min 5.7m - �. Length -= Lj Plumb 1 25 4' 1-1/4" 32 20.8' 6.3 Q ./line /' min 1.2 m min m fy� Tolerances for 1-1/4" 5' 1-3/8" 22.9' Out -of -Plumb. 32 min 1.5 m 35 min 7.0 m Tolerancias era Df50 max P 1-1/2" 38 min 6' 1.8m 1-1/2" 38 min 25.0' 7.6m Fuera-de-Plomada. 1-3/4" 7' 1-3/4" 29.2' 44 min 2.1 m 44 mm 8.9 m Construction Loading 51 mm z2.4 m 51 min 10.1 m Car. a De Constrar-16n �y O NOT proceed with construction until all lateral restraint and bracing is securely and properly in place. NO precede con la construccion haste que todas las restric- ciones laterales y los arriostres esten colocados an forma apropiada y segura. ® DO NOT exceed maximum stack heights in table at right. Refer to t3C1*** for more information. NO exceda las alturas maximas de monton. vea el resumen LsC, 7 ,3,i*** pare mas informacion. Maximum Stack Height for Material on Trussesl, Material Height Gypsum Board 12" (305 min) Plywood or OSB 16" (406 mm) Asphalt Shingles 2 bundles Concrete Block 8" (203 min) Clay Tile 3-4 tiles high 1. Based on truss live load of 40 psf or greater. For other conditions, contact a Registered Design Professional. 2 Install stacks of materials as quickly as possible. ® NEVER stack materials near a peak, at mid -span, on cantilevers or overhangs. NUNCA apile los materiales cerca de un pica, a Centro de la luz, en cantilevers o ateros. it ® DO NOT overload small groups or single trusses. NO sobrecargue pequenos grupos o trusses individuales. !" Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses come sea posible. ' Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. - - Alterations Alteraciones ® Refer to I R ' - \. Vea at resumen OC 1 ,..,. * Truss bracing not shown for clarity. ® DO NOT cut, alter, or drill any structural member of a truss unless specifically permitted by the truss design drawing. NO torte, altere o perfore ning6n miembro estructural de un truss, a menos que este especificamente permitido en el dibuio del diseno del truss. e Trusses that have been overloaded during construction or altered without the Truss Man- ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se ban sobrecargado durante la construccion o pan sido alterados sin la autor- izacion previa del Fabricante de Trusses, pueden hacer nulo y sin efecto la garantia limitada del Fabricante de Trusses. "Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. To view a non -printing PDF of this document visit sbc odustrycom/bi NOTE: The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the contractor believes it needs assistance in some aspect of the construction project t should seek assistance from a competent party. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. These recommendations for handling installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must due to the nature of responsibilities involved be resented p 9P only as a GUIDE for use by a qualified building designer or contractor It is not intended that these recommendations be interpreted as superior to the building designer's design specification for handling, installing, restraining and bracing trusses and it does not preclude the e of other equ valent methods for restraining/bracing and providing stability for the wails columns floors roofs and all the int.n.lated structural building components as determined by the contractor. Thus, SBCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein, &I 4� SBCH a w000rx TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandria, VA 22314 608-274-4849 • sbcindustry.com 703-683-1010 • tpinsLorg