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102 AQUATIC DR - TRUSSES (AMENITY BLDG) .• Ridgway Roof Truss Company (Trusses and Prefabricated Building Components) Mailing: P.O. Box 1309—Gainesville, Florida 32602 Physical:235 SW 11th Place— Gainesville, Florida 32601 Telephone:(352) 376-4436 Email:Sales@RidgwayTruss.com FAX: (352) 371-3316 www.RidgwayTruss.com WARNING THESE TRUSSES MUST BE HANDLED AND ERECTED ACCORDING TO BCSI SUMMARY SHEETS http://www.sbcindustry.docs/06_bcsi_booklet_final.pdf SEE TABLE OF CONTENTS SEALED °,„ DESIGN MANUALo - ` 0o, PROJECT NAM : : Amenity Bldg- Aquatic JOB NUMBER: 1 : ! _ • • CONTRACTOR: TRIBRIDGE RESIDENTIAL CONSTRUCTION o DATE: 8-19-16 sks REVISIONS: COMMENTS: A r • Y 5 NM ME Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 160519- MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: TRIBRIDGE RESIDENTIAL CONSTRUCTION Project Name: Aquatica I bwnhomes0 Model: Amenity Bldg- Lot/Block: - Subdivision: - Address: - City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014 Design Program: OnLine Plus 30.0.054 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T9314619 R37 8/19/16 2 T9314620 R38 8/19/16 i mho. The truss drawing(s)referenced above have been prepared by MiTek ,S•tt QUIN ' .4• 4; USA, Inc. under my direct supervision based on the parameters �*� � •;G E N 1i),• i provided by Ridgway Roof Trusses. No 61$2 Truss Design Engineer's Name: Velez, Joaquin 2 * yr My license renewal date for the state of Florida is February 28,2017. = IMPORTANT NOTE:The seal on these truss component designs is a certification .W STATE''OF 4/ that the engineer named is licensed in the jurisdiction(s)identified and that the 'SOK.'` designs comply with ANSI/TPI 1. These designs are based upon parameters '`��`•.• Q R 1"Vv. )4.'� '\ �� - shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �j � ••..... �� given to MiTek. Any project specific information included is for MiTek's customers el ON a� �t�� file reference purpose only,and was not taken into account in the preparation of S these designs. MiTek has not independently verified the applicability of the design Joaquin Velez PE 110.68182 parameters or the designs for any particular building. Before use,the building designer Cau tt LISA,Inc.El.Cert 6634 should verify applicability of design parameters and properly incorporate these designs 604 Pattie rust BNA.Tarte a20610 into the overall building design per ANSI/TPI 1,Chapter 2. Date:: August 19,2016 Velez,Joaquin 1 of I Table of Contents 1.General Notes 2.WTCA 1- 1995 ( Standard Responsibilities in the Design Process involving Metal Plate Connected Wood Trusses) 3.Engineering (insert) 4.Layout of Truss Placement Plan (insert) 5. Jobsite Package w/ BCSI B-1, B-2, B-3 and B-4( Handling, Installing and Bracing Information) http://www.sbcindustry.com/docs/06_bcsi_booklet_final.pdf 6.Standard Chord and Web Repairs 7.Examples of Permanent Web Bracing r- ROBBINS ENG . GENERAL NOTES & SYMBOLS PLATE LOCATION PLATE SIZE LATERAL BRACING —tel lam— 108 Center plates on joints 6.3 X 8.8 The first dimension is the 1x4 continuous lateral bracing unless otherwise noted in width measured perpcn- attached with(2)8d nails each WM..� plate list or on drawing. dicular to slots. The second member where indicated or 2x4 Dimensions arc given in dimension is the length "T"or" "brace stiffener if inchesL (i.e.1 1/2"or 1.5")or measured parallel to slots. applicable nailed flat to edge of IN-16ths(i.c.108). web with 12d nails spaced 8"o.c. "T"or"L"brace must be extended at least 90%of web length. PLATE ORIENTATION DIMENSIONS BEARING - When shown,indicates 6-08-08 All dimensions are shown in When truss is designed to - direction of slots in " FT-IN-SX(i.e.6'8 1/2"or 1bear on multiple supports, connector plate. 6-08-08). Dimensions less �mr! interior bearing locations 7�1 than one foot are shown in should be marked on the IN-SX only(i.e.708). 0 truss. Interior support or temporary shoring must be in place before erecting this truss. If necessary,shim bearings to assure solid contact hvith truss. ROBBINS LOCK connector plates (20 ga.galv.steel Trussed Rafters. Robbins Eng. Co. bears no ASTM A653 SS Grade 40) shall be applied on both responsibility for the erection of trusses,field bracing faces of truss at each joint. Center the plates, unless or permanent truss bracing. Refer to HIB-91 as shown otherwise by circles (o) or dimensions. No published by the Truss Plate Institute, 583 D'Onofrio loose knots or wanes in plate contact area. Splice Drive,Suite 200,Madison,Wisconsin 53719. Persons only where shown. Overall spans assume 4"bearings erecting trusses are cautioned CO seek professional at each end, unless indicated othenvise. Cutting and advice concerning proper erection bracing to prevent fabrication shall be performed on equipment which toppling and"dominoing". Care should be taken to produces snug-fitting joints and plates. Unless prevent damage during fabrication,storage, shipping otherwise noted, moisture content of lumber shall and erection. Top and bottom chords shall be not exceed 19%at time of fabrication and these adequately braced in the absence of sheathing or rigid designs are not applicable for use with fire retardant ceiling,respectively. It is the responsibility of others lumber. This design Nvas prepared in accordance with to ascertain that the design loads utilized on this "National Design Specifications for Stress-Grade drawing meet or exceed the actual dead loads Lumber and Its Fastenings" (AFPA), "Design imposed by the structure and the live loads imposed Specifications for Light Metal Plate Connected Wood by the local building code or historical climatic records. Trusses" (TPI),and HUD Design Criteria for FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF BUILDING DESIGNER TO REVIEW THIS DRWG.&VERIFY THAT DATA INCLUDING DIM. & LOADS CONFORM TO ARCH. PLAN/SPECS& FAB.TRUSS LAYOUTS. � CORPORATE HEADQUARTERS '- OLD P.O. Box 280055 61 ;4,u i;y,&, L. Tampa, FL 33682-0055 800-282-1299 • Fax: 813-971-6117 1 : a/ k AairWood Truss Council of America 5937 Meadowood Dr., Ste. 14 • Madison,WI 53711-4125 • 608/274.3329(fax) Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses WTCA 1 -1995 . Developed by the WTCA Engineering Review Committee in cooperation with the Truss Plate Institute 4 I The Wood Truss Council of America publishes standard practice materials prepared and edited by knowledgeable authors from the construction industry to give as much assistance as possible to owners,architects,engineers,contractors,building • officials, and others involved in the metal plate connected wood truss industry.The competence of the authors ensures accurate and authoritative information in regard to the subject matter covered, but, of course, neither the Wood Truss Council of America, nor the authors make either express or implied warranties in regard to the use of the materials. 1.0 SCOPEAND DEFINITIONS 1.1 This standard defines the design responsibilities of the bracing, anchorage, connections and field individuals and organizations involved in the preparation, assembly. The term "Contractor"shall include submittal, review and approval of each Truss Design those subcontractors who have a direct contract Drawing and Truss Placement Plan associated with the with the Contractor to perform all or a portion use of metal plate connected wood trusses. These of the storage, handling,and installation of the guidelines are presented as industry standard practice.The trusses. guidelines are not intended to preclude alternate provisions as agreed upon by the parties involved. 1.2.5 "Engineer-of-Record"shall mean the registered professional engineer responsible for the 1.2 The following definitions shall apply: structural design of the structure and who 1.2.1 "Architect"shall mean the individual registered produces the structural drawings included in the Construction Design Documents. architect responsible for the architectural design of the structure and who produces the 1.2.6 "Owner" shall mean the individual or architectural drawings included in the organization for whom the structure is designed. Construction Design Documents. 1.2.7 "Truss" is an individual metal plate connected 1.2.2 "Building Designer" is the individual or wood structural component manufactured by the organization having responsibility for the overall Truss Manufacturer. building or structure design in accordance with the state's statutes and regulations governing the 1.2.8 "Truss Designer" is the design professional, professional registration and certification of individual or organization,having responsibility architects or engineers. This responsibility for the design of metal plate connected wood includes but is not limited to foundation design, trusses.This responsibility shall be in accordance structural member sizing,load transfer,bearing with the state's statutes and regulations governing conditions,and the structure's compliance with the professional registration and certification of architects or engineers. Also referred to as truss the applicable building codes. Also referred to as registered architect or engineer, building engineer, design engineer, registered engineer, designer, and registered building designer, but and engineer,but hereinafter will be referred to hereinafter will be referred to as Building as Truss Designer. Designer. 1.2.9 "Truss Design Drawing"shall mean the graphic 1.2.3 "Construction Design Documents" are the depiction of an individual Truss prepared by the architectural drawings, structural drawings, Truss Designer. mechanical drawings, electrical drawings, and 1.2.10 "Truss Manufacturer"shall mean an individual any other drawings,specifications,and addenda or organization regularly engaged in the which set forth the overall design of the structure manufacturing of Trusses. and issued by the Building Designer. 1.2.11 "Truss Placement Plan" is the drawing 1.2.4 "Contractor" shall mean the individual or identifying the location assumed for each Truss organization responsible for the field storage, based on the Truss Manufacturer's interpretation handling, and installation of trusses including, of the Construction Design Documents. but not limited to,temporary bracing,permanent 3 2.0 OWNER RESPONSIBILITIES 2.1 Directly or through its representatives,which may include Truss Design Drawing and Truss Placement Plan; and the Contractor and/or Building Designer;(a)review and (d)coordinate the return of each approved Truss Design approve each Truss Design Drawing; (b) review and Drawing and Truss Placement Plan to the Truss approve theTruss Placement Plan;(c)resolve and approve Manufacturer prior to truss manufacturing. all design issues arising out of the preparation of each 3.0 BUILDING DESIGNER RESPONSIBILITIES 3.1 Design a structure suitable to ensure that the intended 3.2.8 Proper transfer of design loads affecting the function of eachTruss is not affected by adverse influences Truss;and including, but not limited to, moisture, temperature, corrosive chemicals and gases; 3.2.9 Adequate connections between Truss and non- Truss components, except as noted in Section 3.2 Prepare the Construction Design Documents,showing all 6.2.9. trussed areas, which must provide as a minimum the following: 3.3 Review and approve the Truss Placement Plan and each Truss Design Drawing for conformance with the 3.2.1 All truss orientations and locations; requirements and intent of the Construction Design 3.2.2 Information to fully determine all truss profiles; Documents,the effect of eachTruss Design Drawing and Truss Placement Plan on other parts of the structure,and 3.2.3 Adequate support of the Truss and all truss the effect of the structure on each Truss. bearing conditions; 3.4 Specify permanent lateral bracing where indicated by the 3.2.4 Permanent bracing design for the structure Truss Designer on the Truss Design Drawings,to prevent including the Trusses,except as provided in 3.4 buckling of the individual truss members due to design and 6.2.12. loads. The Building Designer shall specify how the permanent lateral bracing is to be anchored or restrained 3.2.5 The location,direction and magnitude of all dead to prevent lateral movement if all truss members, so and live loads applicable to eachTruss including, braced,buckle together. This shall be accomplished by: but not limited to, loads attributable to: roof, (a)anchorage to solid end walls;(b)permanent diagonal floor,partition,mechanical,fire sprinkler,attic, bracing in the plane of the web members; or (c) other storage,wind,snow drift and seismic; means when demonstrated by the Building Designer to 3.2.6 All Truss anchorage designs required to resist provide equivalent bracing. uplift,gravity,and lateral loads; 3.2.7 Allowable vertical and horizontal deflection criteria; 4.0 CONTRACTOR RESPONSIBILITIES 4.1 Provide to the Truss Manufacturer the Construction 4.4 Provide the approved Truss Design Drawings,approved Design Documents and all revisions and supplements Truss Placement Plans,and any supplemental information thereto. provided by the Truss Manufacturer to the individual or 4.2 Review and approve the Truss Placement Plan and each organization responsible for the installation of theTrusses. Truss Design Drawing for conformance with the 4.5 Comply with the field storage, handling, installation, requirements and intent of the Construction Design permanent bracing, anchorage, connections and field Documents, and the effect of the Truss Placement Plan assembly requirements of the Construction Design and each Truss Design Drawing on other trades involved Documents. in the construction of the structure and the effect of the other trades on the Trusses. 4.6 Determine and install the temporary bracing for the structure,including the Trusses. 4.3 Coordinate the review,approval and return of each Truss Design Drawing and the Truss Placement Plan by the Owner and Building Designer. 4 r- 5.0 TRUSS MANUFACTURER RESPONSIBILITIES 5.1 Communicate the design criteria from the Construction 5.3 Submit to the Contractor the Truss Placement Plan, as Design Documents to the Truss Designer. may be required, and each Truss Design Drawing for 5.2 Where required by the Construction Design Documents, review and approval. prepare theTruss Placement Plan,providing as a minimum 5.4 Manufacture the Trusses in accordance with the final the location assumed for each Truss based on the Truss approvedTruss Design Drawings using the quality criteria Manufacturer's interpretation of the Construction Design for Metal Plate Connected Wood Trusses established by Documents. the ANSI/TPI 1-1995 "National Design Standard for Metal Plate Connected Wood Truss Construction." 6.0 TRUSS DESIGNER RESPONSIBILITIES 6.1 Prepare the Truss Design Drawings in conformance with 6.2.6 Each reaction force and direction; the requirements set forth in the latest approved edition of ANSI/TPI 1-1995"National Design Standard for Metal 6.2.7 Metal connector plate type, size, thickness or Plate Connected Wood Truss Construction:' gage,and the dimensioned location of each metal connector plate except where symmetrically 6.2 For each Truss Design Drawing,set forth as a minimum located relative to the joint interface; the following: 6.2.8 Lumber size, species, and grade for each 6.2.1 Slope or depth,span and spacing; member; 6.2.2 Location of all joints; 6.2.9 Connection Requirements for: 6.2.3 Required bearing widths; (a) Truss to Truss girder; 6.2.4 Design loads as applicable: (b) Truss ply to ply; and 6.2.4.1 Top chord live load (including snow (c) Field splices; loads); 6.2.10 Calculated deflection ratio and/or maximum 6.2.4.2 Top chord dead load; deflection for live and total load; 6.2.4.3 Bottom chord live load; 6.2.11 Maximum axial compression forces in theTruss 6.2.4.4 Bottom chord dead load; members to enable the Building Designer to design the size, connections and anchorage of 6.2.4.5 Concentrated loads and their points of the permanent continuous lateral bracing. Forces application;and may be shown on the Truss Design Drawing or on supplemental documents;and 6.2.4.6 Controlling wind and earthquake loads; 6.2.12 Required permanent Truss member bracing location. 6.2.5 Adjustments to lumber and metal connector plate design values for conditions of use; 7.0 OTHER RESPONSIBILITIES 7.1 Any party who cuts or damages a truss shall be responsible for securing the engineering required for the repair and for subsequent costs. Wood Truss Council of America's Objective WTCA is committed to promoting the common interests of all engaged in the manufacture of wood trusses and related components to ensure growth, continuity, and increased professionalism in our industry. Fundamental to this is promoting the safe,economic,and structurally sound use of trusses in all applications. 5 - Job Mark Quart Type Span P1-H1 Left OH Right OH Engineering 160519 R37 2 TR 141008 9 0 0 T9314619 Aquatic Townhomes - Amenity a HO 2-4 HO 2-4 TC 11-6-6 I 7-5-4 I 13-4-2 114-10-8 5-9-3 Il5x5. B 2. N Q 97L S a9 J 11111Uw 9 3x5i3x5��X I • 3A 'l illiii\li CSS G K M 0 P R T V H *2x4 II rIIIIIIIIIIIIIIIIIIIIIIIMIMMMEIEIIIIIIIII.IMIMIIII1 BC 2-0-4 I 12-10-4 114-10-8 1 -14-10-8 G ALL PLATES ARE MT2020 See Joint I For Typical Gable Plate Size and Placement Scale:0.328"=1' MiTeka Online Plus" APPROX. TRUSS WEIGHT: 120.5 LBS Online Plus -- Version 30.0.054 H -C 0.06 102 C 0.00 0.06 concurrent LL on BC. RUN DATE: 19-AUG-16 Gable Webs Truss designed for wind loads O -I 0.02 112 C in the plane of the truss Southern Pine lumber design K -J 0.01 85 C only. For studs exposed to d values are those effective M-L 0.02 94 C wind (normal to the face), 06-01-13 by SPIE//ALSC UON 0 -N 0.04 90 C see Standard Industry Gable CSI -Size- ----Lumber---- P -B 0.13 192 C End Details as applicable, TC 0.07 2x 4 SP-112 R -Q 0.04 90 C or consult qualified BC 0.06 2x 4 SP-42 T -s 0.02 94 C Building Designer as per GW 0.13 2x 4 SP-83 V -U 0.01 85 C ANSI/TPI 1. H -W 0.02 112 C Wind Loads - ANSI / ASCE 7-10 Brace truss as follows: Truss is designed as O.C. From To TL Defl 0.00" in L/999 Coaponents and Claddings+ TC Cont. 0- 0- 0 14-10- 8 LL Defl 0.00" in L/999 for Exterior zone location. or 48.0" 0- 0- 0 14-10- 8 Shear // Grain in A -I 0.08 Wind Speed: 130 mph BC Cont. 0- 0- 0 14-10- 8 Risk Category . II or 72.0" 0- 0- 0 14-10- 8 Plates for each ply each face. Mean Roof Height: 15-0 Plate -MT20 20 Ga, Gross Area Exposure Category: B psf-Ld Dead Live Plate -MT2H 20 Ga, Gross Area Building Type: Enclosed TC 10.0 20.0 Plate -MS18 18 Ga, Gross Area TC Dead Load: 6.0 psf BC 10.0 0.0 Jt Type Plt Size X Y JSI BC Dead Load: 6.0 psf 1 TC+BC 20.0 20.0 A MT20 3.0w 5.0 1.2 Ctr 0.52 Max comp. force 192 Lbs Total 40.0 Spacing 24.0" I MT20 2.Ox 4.0 Ctr Ctr 0.00 Max tens. force 130 Lbs Lumber Duration Factor 1.25 J MT20 2.0x 4.0 Ctr Ctr 0.00 Connector Plate Fabrication Plate Duration Factor 1.25 L MT20 2.0x 4.0 Ctr Ctr 0.00 Tolerance . 20% Fb Fc Ft Emin N MT20 2.0x 4.0 Ctr Ctr 0.00 This truss is designed for a TC 1.15 1.10 1.10 1.10 B MT20 5.0x 5.0 Ctr Ctr 0.33 creep factor of 1.5 which BC 1.10 1.10 1.10 1.10 Q MT20 2.0x 4.0 Ctr Ctr 0.00 is used to calculate total S MT20 2.0x 4.0 Ctr Ctr 0.00 load deflection. Total Load Reactions (Lbs) U MT20 2.0x 4.0 Ctr Ctr 0.00 Jt Down Uplift Boriz- W MT20 2.0x 4.0 Ctr Ctr 0.00 G 1190 95 U 90 A C MT20 3.0x 5.0-1.2 Ctr 0.52 G MT20 2.0x 4.0 Ctr Ctr 0.00 Jt Brg Size Required K MT20 2.0x 4.0 Ctr Ctr 0.00 G 130.0" 24"-to- 154" M MT20 2.0x 4.0 Ctr Ctr 0.00 O MT20 2.0x 4.0 Ctr Ctr 0.00 Plus 21 Wind Load Case(s) P MT20 2.0x 4.0 Ctr Ctr 0.00 Plus 1 LL Load Case(s) R MT20 2.0x 4.0 Ctr Ctr 0.00 Plus 1 DL Load Case(s) T MT20 2.0x 4.0 Ctr Ctr 0.00 ✓ MT20 2.0x 4.0 Ctr Ctr 0.00 Membr CSI P Lbs Axl-CSI-Bnd H MT20 2.0x 4.0 Ctr Ctr 0.00 Top Chords A-I 0.07 116 T 0.02 0.05 REVIEWED BY: I -J 0.06 115 T 0.01 0.05 MiTek USA, Inc. J -L 0.03 108 T 0.02 0.01 6904 Parke East Blvd. L -N 0.04 108 T 0.02 0.02 Tampa, FL 33610 N -B 0.03 130 T 0.01 0.02 B -Q 0.03 130 T 0.02 0.01 REFER TO ONLINE PLUS GENERAL Q -S 0.04 108 T 0.02 0.02 NOTES AND SYMBOLS SHEET FOR S -U 0.03 108 T 0.02 0.01 ADDITIONAL SPECIFICATIONS. U -W 0.06 115 T 0.01 0.05 W -C 0.07 116 T 0.02 0.05 NOTES: Bottom Chords Trusses Manufactured by: A -G 0.06 102 C 0.00 0.06 RIDGWAY ROOF TRUSS G -K 0.06 0 T 0.00 0.06 Analysis Conforms To: K -M 0.01 0 T 0.00 0.01 FBC2014 • M -O 0.01 0 T 0.00 0.01 TPI 2007 O -P 0.00 0 T WARNING Do Not Cut overframe P -R 0.00 0 T member between outside of R -T 0.01 0 T 0.00 0.01 truss and first tie-plate T -V 0.01 0 T 0.00 0.01 to inside of heel plate. V -H 0.06 0 T 0.00 0.06 Design checked for 10 psf non- Online Plus.0 Copyright W.601996-2016 Vanuon 30(lose Engineenng-Portrait 81192016 3 30 07 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 160519 R38 10 TR 141008 9 0 0 T9314620 Aquatic Townhomes - Amenity HO 6-10 HO 6-10 TC_ 3-9-8 I 7-5-4 11-1-1 1 14-10-8 5x5 B 97 4x5ii 4x5, Z F 6-1-9 3x511All 1 \ 3x5 II A C G D H 2x4// 4x8= 2xx4\\ Cant:2- 0- 4 II■ ill Cant:2- 0- 4 W:308 W:308 R: 595 R: 594 U: 47 U: 47 BC 2-2-0 I 7-5-4 I 12-8-8 114-10-B 6 14-10-8 B ALL PLATES ARE MT2020 Scale 0.284"=1' HiTek® Online Plus" APPROX. TRUSS WEIGHT: 103.1 LBS Online Plus -- Version 30.0.054 G -D 0.17 210 T 0.01 0.16 Design checked for 10 psf non- RUN DATE: 19-AUG-16 D -8 0.17 210 T 0.01 0.16 concurrent LL on BC. H -C 0.14 121 T 0.00 0.14 Wind Loads - ANSI / ASCE 7-10 Southern Pine lumber design Webs Truss is designed as values are those effective G -E 0.14 525 C Components and Claddings* 06-01-13 by SPIB//ALSC UON E -D 0.02 98 T for Exterior zone location. CSI -Size- ----Lumber---- D -B 0.05 168 T Wind Speed: 130 mph TC 0.18 2x 4 SP-#2 D -F 0.02 98 T Risk Category II BC 0.17 2x 4 SP-#2 F -H 0.14 525 C Mean Roof Height: 15-0 WB 0.14 2x 4 SP-#3 Exposure Category: B TL Defl -0.03" in D -H L/999 Building Type: Enclosed Brace truss as follows: LL Defl -0.01" in D -H L/999 TC Dead Load: 6.0 psf O.C. From To Shear // Grain in A -E 0.12 BC Dead Load: 6.0 psf TC Cont. 0- 0- 0 14-10- 8 Max comp. force 525 Lbs or 48.0" 0- 0- 0 14-10- 8 Plates for each ply each face. Max tens. force 210 Lbs BC Cont. 0- 0- 0 14-10- 8 Plate - MT20 20 Ga, Gross Area Connector Plate Fabrication or 72.0" 0- 0- 0 14-10- 8 Plate - MT2H 20 Ga, Gross Area Tolerance = 20% Plate - MS18 18 Ga, Gross Area This truss is designed for a psf-Ld Dead Live Jt Type Plt Size X Y JSI creep factor of 1.5 which TC 10.0 20.0 A MT20 3.Ox 5.0 0.7 0.3 0.42 is used to calculate total BC 10.0 0.0 E MT20 4.Ox 5.0 Ctr Ctr 0.20 load deflection. TC+BC 20.0 20.0 B MT20 5.Ox 5.0 Ctr Ctr 0.33 Total 40.0 Spacing 24.0" F MT20 4.Ox 5.0 Ctr Ctr 0.20 Lumber Duration Factor 1.25 C MT20 3.Ox 5.0-0.7 0.3 0.42 Plate Duration Factor 1.25 G MT20 2.Ox 4.0 Ctr Ctr 0.19 Fb Fc Ft Emin D MT20 4.Ox 8.0 Ctr Ctr 0.11 TC 1.15 1.10 1.10 1.10 H MT20 2.Ox 4.0 Ctr Ctr 0.19 BC 1.10 1.10 1.10 1.10 REVIEWED BY: Total Load Reactions (Lbs) MiTek USA, Inc. Jt Down Uplift Horiz- 6904 Parke East Blvd. G 595 47 U 97 R Tampa, FL 33610 H 595 47 U 97 R REFER TO ONLINE PLUS GENERAL Jt Brg Size Required NOTES AND SYMBOLS SHEET FOR G 3.5" 1.5" ADDITIONAL SPECIFICATIONS. H 3.5" 1.5" NOTES: Plus 21 Wind Load Case(s) Trusses Manufactured by: Plus 1 LL Load Case(s) RIDGWAY ROOF TRUSS Plus 1 DL Load Case(s) Analysis Conforms To: FBC2014 Membr CSI P Lbs Axl-CSI-Bnd TPI 2007 Top Chords This truss has been designed A -E 0.18 118 T 0.03 0.15 for 20.0 psf LL on the B.C. E -B 0.15 286 C 0.00 0.15 in areas where a rectangle B -F 0.15 286 C 0.00 0.15 3- 6- 0 tall by F -C 0.18 118 T 0.03 0.15 2- 0- 0 wide Bottom Chords will fit between the B.C. A -G 0.14 121 T 0.00 0.14 and any other member. Online Plus"'0 Copynght Woke 1990.2010 Version 30.0.054 Engineering-Portrait 8/192018 3.30.08 PM Page 1 ONLINE PLUS GENERAL NOTES & SYMBOLS 108 PLATE LOCATION FLOOR TRUSS SPLICE LATERAL BRACING ,--/- ( 3X2, 4X2, 6X2 ) Designates the location for Center plates on joints continuous lateral bracing(CLB)for unless otherwise noted support of individual truss members /rain- in plate list or on drawing. Dimensions are given in In only.CLBs must be properly ili* anchored or restrained to prevent inches(i.e.1 1/T or 1.5) simultaneous buckling of adjacent or IN-16ths(i.e.108) (W) =Wide Face Plate truss members. (N) =Narrow Face Plate PLATE SIZE AND ORIENTATION DIMENSIONS BEARING The first dimension is All dimensions are shown in N_. When truss is designed to 3x5 I I the width measured FT-IN-SX(i.e.6.-8.5"or 2111.0. 11111- bear on multiple supports, nriorperpendicular to slots. 6-08-08).Dimensions less interior bearing locations The second dimension is than one foot are shown Z „..- should be marked on the hI4the length measured in IN-SX only(i.e.708). truss.Interior support or parallel to slots.Plate temporary shoring must be orientation,shown nextin place before trusses are to plate size,indicates direction of slots in 6-08-08 W=Actual Bearing installed.If necessary,shim Width(IN-SX) bearings to assure solid connector plates. k ,f`708 R=Reaction(lbs.) contact with truss. U=Uplift(lbs.) Metal connector plates shall be applied on both faces Mitek Industries Inc. bears no responsibility for the of truss at each joint.Center the plates, unless erection of trusses,field bracing or permanent indicated otherwise. No loose knots or wane in plate truss bracing. Refer to"Building Component Safety contact area. Splice only where shown.Overall spans Information”(BCSI 1)as published by Truss Plate assume 4"bearing at each end, unless indicated Institute,218 North Lee Street,Suite 312,Alexandria, otherwise. Cutting and fabrication shall be performed Virginia 22314. Persons erecting trusses are cautioned using equipment which produces snug-fitting joints and to seek professional advice concerning proper erection plates. Unless otherwise noted,moisture content of bracing to prevent toppling and"dominoing". Care lumber shall not exceed 19%at time of fabrication and should be taken to prevent damage during fabrication, the attached truss designs are not applicable for use storage, shipping and erection.Top and bottom chords with fire retardant lumber and some preservative shall be adequately braced in the absence of sheathing treatments. Nails specified on Truss Design Drawings or rigid ceiling,respectively. It is the responsibility of refer to common wire nails,except as noted.The others to ascertain that design loads utilized on these attached design drawings were prepared in accordance drawings meet or exceed the actual dead loads imposed with"National Design Specifications for Wood by the structure and the live loads imposed by the local Construction"(AF&PA),"National Design Standard building code or historical climatic records.When truss for Metal Plate Connected Wood Truss Construction" hangers are specified on the Truss Design Drawing, (ANSI/TPI 1), and HUD Design Criteria for Trussed they must be installed per manufacturer's details and Rafters. specifications. FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN/SPECS AND THE TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER. , MiTek USA, Inc. .. Mil 6904 Parke East Blvd. Tampa, FL 33610-4115 M iTek 0 Tel: 813-972-1135 Fax: 813-971-6117 JOBSITE PACKAGE IMPORTANT DOCUMENTS ENCLOSED PLEASE REVIEW AWARNING: The handling, storing, installing, restraining and diagonal bracing of structural building com- ponents requires specialized training, clearly implemented procedures, and careful planning and communication among the contractor,crane operator and installation crew. Handling and installing components without appropriate training, planning and communication greatly increases the probability of an accident resulting in property damage, serious personal injury and/or death. Prior to component installation,the documents should be examined and disseminated to all appropriate personnel, in addition to proper training and a clear understanding of the installation plan, any applicable fall protection requirements, and the intended restraint and bracing requirements.Trusses over 60 feet in length are very dangerous to install and may require com- plex temporary and permanent bracing. Please consult a Registered Design Professional. Examine the building,the building's structural framing system,bearing locations and related installation conditions. Begin compo- nent installation only after any unsatisfactory conditions have been corrected. Do not cut, modify or repair components. Report any damage before installation. The enclosed documents are offered as minimum guidelines only. Nothing contained in this jobsite package should be construed in any manner as expanding the scope of responsibility of, or imposing any additional liabilities on, the component manufac- turer. ADVERTENCIA: El manejo, almacenamiento, instalacion, restriccion y arriostre diagonal de componentes estructurales de construccion requieren entrenamiento especializada, procedimientos claramente implementados y planificaron y comunicacion clara entre el contratista, operador de grua,y los obreros de instalacion. El manejar e instalar los componentes sin entrenamiento suficiente, planificacion y comunicacion adecuadas aumenta Ia probabilidad de un accidente que resulta en dareo a propiedad, herida seria o muerte. Antes de la instalacion de componentes, los documentos adjuntos deben ser examinados y difundidos a todo el personal apro- piado, edemas del entrenamiento pertinente y un claro entendimiento del plan de instalacion, de todo requisito aplicable de la proteccion contra la caida y de los requisitos previstos de arriostre y restriccion. La instalacidn de trusses más de 60 pies de largo es muy peligrosa.Consulte a un Profesional de Diseno Registrado. Examine la estructura, el sistema armazon estructural de edificio, ubicaciones de soporte e las condiciones de instalacion cor- respondientes y comenzar con la instalacion de los componentes solo despues de haber corregido toda condicion insatisfactoria. No corte, modifique ni repare los componentes y informe cualquier dano descubierto antes de proceder a Ia instalacion. Los documentos adjuntos se ofrecen solamente como directrices minimas. Nada de lo incluido en este paquete debe interp- retarse de manera que exceda el alcance de la responsabilidad del fabricante de componentes, ni en forma tal que imponga responsabilidades adicionales sobre este. / i1�� '1`IIM. s � � yr44 ,`I ►to51 k',.3 tt4 '<; � ` I F j^ To view a non-printing PDF of this document, visit www.sbcindustry.com/jobsitecs. FOR DESIGN RESPONSIBILITIES SEE REVERSE I BCSI•B1 SUMMARY SHEET GUIDE FOR HANDLING INSTALLING RESTRAINING AND BRACING OF TRUSSES SPANS OVER 6Q'MAY.REQUIRE..CQMPLEX PERMANENT BRACING.PLEASE ALWAYS CONSULT A PROFESSIONAL Et 131 NEER GENERAL NOTES NOTAS GENERALES HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES Trusses are not marked in any way to identify Los trusses no estAn martados de nirgtin modo que RECOMENDACIONFS VARA LEVANTAR PAQUETES DE TRUSSES. the frequency or location of temporary lateral Identitguelafrecuencin o locafizacande restriction lateral 6 Warning!Don't overload the crane. restraint and diagonal bracing.Follow the y ardostre diagonal terporales.Use as recomeldacones iAdvertencla!iNo sobrecargue la grtia! recommendations for handling,Installing and de manej0,instalacidn,restnccibn y aniostre temporal de Never use banding alone to lift a bundle. temporary restraining and bracing of trusses. los trusses.Vea el folleto @G4 Gua de&erns efi lira Refer to I3161 Guide to Good Practice for prep el Men.in.Instates-ion.Restrirricin v Arttostre de los Do not lift a group of individually handed bundles. • • Installinn.Restraining A Rrarl g of Trusses de Madera Cone tados con Placasde Metal... Nunca use solo los empaques para levantar un paquete. � la~�►ar tate Connected Wood Trusses."for pare information mas detatada. No levante un grupo de paquetes empaqueandos ', ', r s more detailed Information. Los dibujosdedisenodelos trussespuedenespedfiwrlas individualrrentes. '.gyp �x Truss Design Drawings may specify locations of locakzadones de restriction lateral permanente o refuerso El A single lift point may be used for bundles �� permanent lateral restraint or reinforcement for en los miembmsindividualesdel truss.yea lahojaresumer LI with trusses up to 45' /� Individual truss members. Refer to the 0SSL- CSl. BB3-RPstrirriin/Arrtnstre permanent d Cavrdac Two lift pants may be used for bundles with r,a Warning!Do not over load supporting $t Summary Sheet - Permanent Restraint/ y lesearns Seaundanos••• para ink irdormacion.Bp structure with truss bundle. amele t L'hords&Web Members••'for more rests de los diseks de arrbstres permanentes son la trusses a to lift information.All other permanent bracing design responsabitidad del Disehada del Edifice. Use at least 3 lift points for buidies wee, apoyade-rtcla!No quote a tr la estnrctura Is the responsibility of the Building Designer. trusses greater than GO'. apoyada con el paquete de trusses. Puede user un solo lugar de tevantar para The consequences of improper handing,erect- • paquirtes de trusses haste 45 pies. Q Pace truss bundles in stable position. '^�• �''•dr t� �:�� Puede user dos os de levantar para Puse paquetes de trusses en una posk:R;n ing•installing,restraining and bracing can result ,.y _..,�, n __ paquetes hasb SC pies. eslabie. Ina collapse of the structure,or worse,serious • / e-*-1,3-.. �•.'_.. personal injury or death. 's •i. �My;rie er Use pa 10 neenos tree puntos de levantar para > ..L di -w.,., paeuetes mfrs de 60 pies. El resultedo de un manejo,levantamiento, F ti � INSTALLATION OF SINGLE TRUSSES BY HAND instalacan,restriction y anisette incor ecto puede j )f'•i g i 4, - 'y ser la cnida tit la estructura o aria peon,herkfos 0 /' t. i ,�, 1 '-•-a, INSTALACION DE TRUSSES INDIVIDUALES POR LA MANO metes. ''or ✓ ;.:_ s;_ ,_,,;;( y, `•�.-4 Q Trusses:e 20' - - _ Trusses 30'or --. i• •;.- ....7T'- ' '1r..: �•♦ '-_. or less,sup kiss,support ar •meq`:' '- - • ©Banding and truss plates have sharp edges.Wear .��r Port at peak. quarter pdrKs. I'M" Mr"- gloves when handling aril safety glasses when , �� / '. a SO to de fh cutting banding. •.• ..Y.-_ der pito los - los cuartos • Empaques y places de metal tienen border ,�4:� I a L w.- -:. trusses de - de trans los afilados.Neve guantes y lentes protectores rya ado .. ei 20 pies o 1.0-Trusses up to 20' _0.I trusses de 30 I f..Trusses up to 30'..es. conte los empaques. mews. Truce haste 20 pies pies 0 menus. Trusses hasty 30 pies ;HOISTING OF SINGLE TRUSSES—LEVANTAMIENTO DE TRUSSES INDIVIDUALES HANDLING — MAN EJO . j Hold each truss in position with the erection equipment until top chord temporary lateral restraint ©Avoid lateral bending.-f v.te la nexiOn I,+t•,rai. Is installed anti the truss Is fastened to the bearing points. Q Use special care In UUlice cuidedo Sostenga cath truss en position con egtdpn de gria haste que la restrlccldn lateral ternporal de la windy weather or especial en dias Cuerda superior este instalado y of truss esta asegurado en ton soportes. near power lines ventosos 0 cerca de / and airports, cables elextricos o de ©wrarrl rg!Using a single pick-point at the peak 'i�. aeroprlertos. can damage the truss. r f�,A-_—\ S,s ` • iAdvertencia.El uso de un solo Lugar en el pito para levantar puede hacer dans al truss. 4 Spreader bar for truss • 4 HOISTING RECOMMENDATIONS FOR SINGLE .Q �_, TRUSSES .. . ©The contractor Is responsible for properly �v'\ al 'v� l/ I RECOMENDACIONES PARA LEVANTAR TRUSSES receiving,unloading and storing the trusses •'O:J�' INDIVIDUALES , at the jobsite. r'7E El corltratlsta bene la responsabilidad de Lr J Use proper ng- Use equ-po apropiado sues ie.12 y recibir,descargar y almacenar adecuada- ging and hoisting pare levantar e 'NO. van npm ente los trusses en la oboe, equipment. Improviser.rn :44pi— artTRUSSES ire TO a0- - _aweTRUSSES NASTA 10 PIES - � ` � �`.• ` rY t a ,.s' —...11921..� .� tnoiN smladei DEr AILt0'oz. N. az;4.,,,,,:.,,,,,,-.7., •"P -✓ Sf•ra Sp•eo.r Dar trz roabove a st� dr MEM w t / ,! 14'1n _ "' � t`� Y/!ours ienptn —' mlonelpM l� `,P .........•!,4i, 0.4.uk ` Ta TRUSSES UP TO 60- •. ..--',i.� I , t �E.IL.-, TRUSSES NASTA 60 PIES i i,Iv p �'.�� r`'�: • �y. Akar . � Nin.:., . _ _ E r \ Speadw Dar a13:o •R4 +0.:• ...•*73, '9•. flail : *0' _ j r Y4trusslNnpin ElIf trusses are to be stored horizontally.place • s �,_j C IR I TRussEs UP TO AND OYER 60' _� • . blocking of sufficient height beneath the t'f'" `•moi- ,_..__• TRUSSES NASTA Y SOME 60 PIES • stack nttrusses at8'tcenter. a Do not store No almacene TEMPORARY RESTRAINT & BRACING niore For trusses stored for more than one week, unbraced bundles vertica;rtenrte los j cover bundles to prevent moisture gain but Wight. trusses sueltos. RESTRICCION Y ARRIOSTRE TEMPORAL ' allow for ventilation. Refer to B,(sl .tilde .ergo PIACI1f•�fa - dt`g6V.G. Q Refer to j)C51-62 Summary Sheet-Truss HHyl�no. ns Bing.Restr._inm0&Braarto • '-`_ - 't Installation S,Temporary Restraint/Bracing"' Top Chord Temporary ►1 for more information. lateral Restraint of Metal Plate Connected wand Trusspertaining toa�..� a .�Y,�� (TCTLR) for more detailed information to Vera el resumer)BCSI•B2•Instalacien de 2x4 min. handling and rrbsite storage of trusses. „cart• + �""v.;,; Trusses Y RestrlrcidnlArriostre Temecula" ,,,r/ � , - .i•` ---- Si pare mas Information. ,' ,.•a`� A. Ef i/ kit trusses eslaran tprardelos horizon- Irk4► Locate ground braces for hest truss directly in '��;` tatnlente,ponga bloqueanclo de altura _t.. r• line with all rows of top Blatt temporary leti suf)cietlte tetras de la pita de los trusses a 9 •.+v.. ,«. >"-"' era!restraint(see table in the next column). e go- . haste 10 pies en el centre. Do not store on No almacene en Coloque los arriostres de tierra pare el primer • Para trusses guardatbs per mas de Ura uneven ground. terra desugual. truss dlrectamente en knee con cads unci de Brace first tins semina,cobra los paquetes para prevenir - las files de restriction lateral temporal de la securely before aurnento de hurrredad pero perinea venti- - - - cuerda superior(Yea la table Ern la proxima erection of additional Iaoen. • columns). trusses. yea el facto BCSLGuia de Rurrla Practice �`' • -o -' �Do not walk on untraced cora el fdanelp.hist-elation.Res+Tsl clf7U.Y� � ' riostre tIee Ies Trusses de Madera Car•dados trusses. conn Places de Metal"para kdamacrorl alas . 1� g : kiiii rie No Gamine en trusses detallada sobre el mi .._ ' ! 'x-.. % 1 suekos. . reempte neje y aknacenatho de - los misses en area de tratiaj0. HOJA RE5UM N17E LA(UTA DE bUENkPRAGTIGA FAKA El.MANEJU INSTAIJUTUN REb I IL IUN-T ARKTIIS FRE-DE Crib TKUbbES VANOS MAS DE 60'PIES PUEDEN REQUERIR ARRIOSTRE PERMANENTE COMPLE3O.POR FAVOR,SIE'MPRE CONSULTE A UN INGENIERO PROFESSIONAL g r- BCSI•B1 SUMMARY SHEET FOR HANDLING INSTALLING RESTRAINING AND BRACING OF TRUSSES SPAN&.OVER MAYREEET GUIDE X HANDLING, BRACING.PLEASE ALWAYS CONSULT A PROFESSI ONAL TRUSSES ER STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES RESTRICCIGN V ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 ©Refer to I:SCSI-87 Diagonal Bracing ElI)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 Summer Sheet 10'or 15- Repeat Diagonal Bracing trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal -Temporary ��r� %' every 15 truss spaces(30') bracingbelow). planeqf�►-•:.�: `_•rrfiL (see 5)Install web member diagonal brac.n. to stabdi:e the first five trusses Permanent Restraint/ � (see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see below). Bracinn for Parallel 7)Repeat process on groups of four trusses until all trusses are set. Chord Trusses••• r,;t1 i �qf art-- for more information. •�!a 1)instate los arriostres de tlerra.2)Instate el pe mere truss y ate seguramente al arriostre de p :.%-,.,:.,`'1 tiers.3)lnstale los proximos 4 trusses con restriction lateral temporal tie miembro corto(yea Vea et resumer ( 41 r abaju).4)Instate el anlostre diagonal de la cuerda Superior(Yea alwjo).5)Instate arriostre 8I_EeSStricd6M Apply Diagonal Brace to diagonal para los pianos eke los miembros secundariOs para estabilice.los primeros cisco trusses Arriosire Temporal vertical webs at end of (yea abejoj.6)instate is residedcn lateral temporal y arri sire.diagonal pars la cuerda Inferior a pennant=[wiry cantilever and at bearing All Lateral Restraints (yea abajo).7)Repita este procedimiento en gropes de cuatro busses hasty que todos los trusses Trusses de Cuerdas locations. lapped at least two trusses. estrn instalados. Paral(.ltcv para *Top chord Temporary Lateral Restraint spacing shall be ©Refer to .�•-1 r u-. 'c. - .• r,•: sc a•.•. . t r'n^ r.••"for more inas infotmacion. 10'o.c.max.for 3x2 chords and 15'c.c.for 4s2 chords. info Vea el resfi INSTALLING - INSTALACION Vey el resilmen$C51-B2-tnstalariisrl tie Trusses v RestrittionlArriDstre Temclora('a•para rubs _.:fur of Plane, infornlacibn. : Max. Truss El Tolerances for Out-of-Plane. -Out o(A "4-a Bow Length RESTRAINT/[BRACING FOR ALL PLANES OF TRUSSES roleranrk'is para Fuera de•Plano. RESTRICCION/ARRIOSTRE PARA TODOS PIANOS DE TRUSSES D150 0(ft.) Lerygln �'�BON' 3/4' 12.5' ElThis restraint&bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses , ..i 114 1 718' 14.6' Este mdtodo de restriction y arriostre es para todo trusses except*tenses de cuerdas paralelas Max�Dow LenOtn--4.-- -,.. +- rrz- 2' 3x2 y 4x2. _ M,,,.9,w r 16.7 1)TOP CHORD—CUERDA SUPERIOR 3i4 3' 1.178' 188' Truss Span Top Chord Temporary Lateral Restraint(TCTLR)SDxinp _ tangy, O 1' 4' s 1/4', 20.8' longitud de Tramp Espaciamiento dei ArriostreTemporal dela Cuerda Superior n Up to 30' 10'o.c max. Plumb 1-114' 5' 1.3/8' 22.A I Tolerances for bob 1.112' 6' Hasb 30 pies 10 pies rub%Imo _ ,�/ 1-172" 25.0 ,- •Outof•Plumtx 1.374• r I I 30'to 45' 8'O.C.max. 1-3/4" 29.2' 30 a 45 pies 8 pies mixino Tolerances pars D�„ .. a '. I 45'to 60' 6'O.C.max. F e a-de•Pbmacla. s°,- .}g 2' 28' 2• x33.3' I 45 a 60 pies 6 pies maxim* I 60'to 80'• 4'o.c,max. .CONSTRUCTION LOADING—CARGA DE CONSTRUCCION 60 a 80 pies' 4 pies mid= ©Do not proceed with WnslTtletion untn all lateral restraint and r- ,ocklBggM,;..< •Consult a Professional Engineer for trusses longer than 60'. bracing is securely and properly in place. ;v .'i ' tr•`a '2::.a;, •Cc nsulte a un Ingenlero Profenlonal para trusses nibs de 60 pies. e�/%� No greedy con to construcci6n haste que todas las restrk• Material Height .,s..r•+-"'��1`��_`_ clones laterales y los aniostres esten colocados en forma See J;C41.67•*•for TCTLR options apropiada y Segura, gypsum Board 12' Vea el$CSl-R7••e pars las ofx:ones de TCTLI:. �� ` y Plywood or OSB 16' • J'�'��, 'No., Do not exceed maximum stack heights.Refer to$CSI.64 Sum- _ aRefer to et-P 3 Sum. �`` `\�� many Sheer• nnstr�ctirn oa olr"•for more information. /aphids snseps 2 bundles nary Sheet-Permanent - ��►�sT '��r � � �� )restraint/finning of Chords& .s�•••mp „fie' No exceda las allures maxims de rnonlon.Vea el re_wnsen gums g- Web Members".for Gable ��s 4.^` ` ��'V' D Sl-B4 Cargo de Construction."para mas information. End Frame restraint/bracing'+ "^M �■■,,��-~ �. .....- Clay Tae 3-4 ties high reinforcement information. , V� j �`�`� i +\�`� Para information sobre �,f le , I - *1 � It \ •`i.'� _;II l ` .mac a•. .. ,�� ._ resbiccidn/arrlostreirefuerto Q Repeat diagonal . part Armazones Hastrales braces for each • Do not overload small groups or single trusses. •.n'.�` yea el resumen$CS1-63 set of 4 trusses. 1IE,/ -RestrictionfArtlMre Ground bracing not shown for clarity. Repita los No sobrecargue pe:yueisos gnu{os o trusses individuates. . Permanente de Ctnclas valmisotres diagonales 0 Never stack materials near a peak. MiPnlhms SwuLIQL10s.'•' para cada grupo de Nunca amontone los matexiales coma de un pico. 2)WEB MEMBER PLANE—PLANO DE LOS MIEM BROS SECUNDARIOS 4 trusses. 171 Place bads over as many trusses as possible. 61 '-''Coloque las cargas sobre tantos trusses como sea posible, l� '04. Diagonal r71 Position loads over load bearing walls. ILATERAL RESTRAINT Web Members ��,0`, 1.� Bracing Cologne las camas sobre las pgredes soportantes. I &DIAGONAL BRACING `N w•.S� �� A inns Worn ed �.�e= 1�—.=.. ©RALTERferto: — . nsr• CI•- - ,u.I- •.•.r- a•.•'u.� ., , r,-� ,ih0M1ra.`'•• I ARE VERY IMPORTANT t,'p� .r'`;4... • • ... iLA RESTRICCION `�r',�`�;.,4: ,i4'�"— ��' + I `-� N wig; �r...•.,��._•�.'.'v I Vea el resumer$f'Sl•BS Damns rte Trusses.Mo;tifi:'arirnev en la Ohm y Frtnrec de In�j�j t,.." LATERAL Y EL �.�.�� ;�t;1��`1�, Do not Cut alter,or drill any structural member of a truss unless specifically permitted by the i ARRIOSTRE `h'�l;:Z:•�;:•��w �.�"`�� Truss Design Drawing. I l -o•-..7!>•5,„ vIa , `c_ No torte,altere o rfore nil un miembro estructural de un truss, DIAGONAL Bottom g �n& 1 I SON M U Y � yr 1 a memos que este especificamente permitido en el Uibujo dei �+` Olsen°del Truss. -...6;.11,- I IM PORTANTES! Diagonal Braces m Trusses that have been overloaded during construction or attered without the Truss Manufacturers every 10 truss prior approval may render the Truss Manufacturer's limited warranty null anti void. Q 10'-15'max.Same spacing as spaces(20'max.) bottom chord Lateral RestraintTrusses que se ban sobrecargado durance la construction o han sido atterados sin la autoriracion SomD chord and web members not previa del Fabricante de Trusses, reden hater nubsin erecto la shown for clarity. de Trusses. M y garantia Nmaada del FalXicante 3)BOTTOM CHORD—CUERDA INFERIOR -*Contact to Component Manufacturer for mon information or coroWt a Professional Engineer for aaalatatsoe. Ai_...-150,m,.. To view a non-prening PDF d NK document,visit wow.sbcindustry.corn/b1. • Lateral Restraints-2x4x 12'or ` �•y�y- 1.... .4 ' NOTE:The Inas Manufacturer and Tem 000950 rery On the presunpnon stat the Cora*a and aWe operator(if eppicable)are greater lapped over two trusses. .•elm +`_��\�►` =►'y\ P aim Me Ca r Cr to imamate me wax mr7 true ageeo to do m any 9+e5 pr es p It ere n opsnerdrWanes n needs i 'q�Et L`r►�_`,r _`�. ^% ,..7.4 assistance in some aspect a me OJndtrucepn a sats It good seek asststnKe ban•dar0Reda path The m0tgds aro pmceWes 44 `'� +ice ouened mBus07.100 we a2N5:ed to enure that the mead leerIneala0550 s employed will Pa ireeusxs into pace SPELv I chords .- �c�� pet.,,,,.......,* _1 _mr—"�'`�rt. TeSae rtmn5rn0moaa tor labra,instating,resaanr5p and tracing Maws are rsmea was the mreawe eme.i05oe or isearg "�F 1T�y`.�• —.�_ pasaSM involved wM buss design,mandaave aro brtaawon,An moan,due to She ebbe of reWnNeas mrdrved,Do grew ted ��T arty es a GUIDE for was by a 4nlhd BOSOM neap rn er Connecta.It is Mt Intended tat these mrnryetlons be Imapoed a" �'y� '`,..�`_'+A`'e►„ - swr+ato a&slaayatnp Des,ter rf resressqn speoaretorr eor yang,osraonp,for he vreing aroaadnp trusses ftors,ane vada not precluinterrelated"e�0� ,ae 5 orwr apuvaent mrJnns to resbrrred or sue c end pra+anp sup1M ne r5e ware,udums,rtu; e s and as the a aWr.a9 d ,��.. _ Squnurb from nenp mpcne xs as or reliance t y Me Contractor.n,a,Wir.A end TW ommay*scram arty responsibility ea damages 1 41%',1\�• . arising from Me use,agog ttxn, reliance m the remrrma50atias Ind INamabom m�talned herein • Diagonal Braces every �- Ja.I r I L .•�I 10 truss spaces(20'max.) ..,.• B E � TRUSS PLATE INSTITUTE 10'-15' Some chord and web members 6300 Enterprise Una•740140*,WI 53719 218 N.tee St,Re.312•AlaorMMa,VA 22314 Mex, for Clarity. 608/274-4849•www.sbcidusty..cote wwse 703/683-1010• w .tpin .org 001 000021017 070724 HOJA RESUMEN DE LA GUIA DE BUENA PRACTICA PARA EL MANEJO I VSTALACION RESTICCION Y ARRIOSTREDE LOS TRUSSES- VANOS MAS DE 60'PIES PUEDEN REQUERIR ARRIOSTRE PERMANENTE COMPLEJO.POR FAVOR,SIE'MPRE CONSULTE A UN INGENIERO PROFESSIONAL I ' i° de Trusses. & Restricrion/Arriostre Temporal * FOR TRUSSES UP TO 2'-0"ON-CENTER AND 80'-0"IN LENGTH ..__ PARA TRUSSES HASTA 2 PIES EN CENTRO Y HASTA 80 PIES DE LONGITUD A WARNING!Spans over 60r require more complex temporary installation re- straint/bracing.Consult a registered design professional. Los tramos más de 60 pies requieren restriccion/arriostre de instalacion temporal más complejo.Consulte a un profesional registrado de disen"o. LiS DANGER!Disregarding handling,installing,restraining and bracing safety recommendations is the major cause of truss erection/installation accidents. El no seguir las recomendaciones de manejo,instalacion,restriccion y arriostre es la causa ' principal de los accidentes durante/a ereccion/instalacion de trusses. , - ` t '. % c, r,; NOTICE Lateral restraint is NOT adequate without diagonal bradng. Diagonal / x : } • La Restriccion Lateral NO es adecuada sin el Arriostre Diagonal. bracing - Q Lateral restraint © Always diagonally brace for safety! iSiempre arriostre diagonalmente para seguridad! MAXIMUM SPACING FOR TOP CHORD TEMPORARY LATERAL RESTRAINT(TCTLR) EL ESPACIAMIENTO MAXIMO PARA LA RESTRICCION LATERAL TEMPORAL DE LA CUERDA SUPERIOR(TCTLR) The graphic at left shows the maximum on-center spacing(see*at �.,� `��. TCTLR shown oft •. left)of TCTLR based on truss span from the table in Step 2 on page 2. /i.-i/'/-/y.--4-- ��i40P�_ rc-rm es most am Diagonal bracing „�_.,..,.. ,�, -.� �► en,-r,x.. • Ground bracingnot shown for clarity. shown in red. ./✓!! '•i 1� .�,_''_ Mxiostre diagonal es .�%.r- -�,.:-�:- • '`,�' Y ' • Apply diagonal bracing or structural sheathing immediately.For spans mostrado en rep. !Zoo' bosom�'� .�� y� �, . `�� over 60'applying structural sheathing immediately is the preferred LI PSI=.:w �` ,�'AO`�►�� 4111L.1.401.` _ method. i =`� �_``� "�� No,7,�� El dibujo a/a izquierda muestra el espaciamiento maximo en el centro ,..•�-=-^"s �� `r �S10„a ,11��r'r� (yea*a/a izquierda)del TCTLR basado en los tramos de trusses de/a ^•�•��iiiiiii '`��`�►•sa,►� +-oq�� tab/a en el Paso 2 en la paging 2. "_,�` I • No se muestra el arriostre de tierra para claridad. glo gp r'°=: 1 x,045 gyrosa — • Aplique inmediatamente el Arriostre Diagonal o el Entablado °p'a�o Estructural(structural sheathing).Para tramos más de 60 pies el op Chad Tenpaar Lateral Restraint metodo preferido es entab/arios inmediatamente. CHECK THESE ITEMS BEFORE STARTING ERECTION/INSTALLATION AND CORRECT AS NEEDED REVISE ESTOS PUNTOS ANTES DE EMPEZAR LA ERECCIUN/INSTALACION Y CORRIJALOS CUANDO ES NECESARIO O Building dimensions match the construction documents. 0 Trusses are the correct dimension. Las dimensiones del edificio concuerdan con los documentos de construccion. Los trusses son/a dimension correcta. © Bearing supports(e.g.,walls,columns,headers,beams,etc.)are accurately EZI Tops of bearing supports are flat,level and at the correct and securely installed,plumb and properly braced. elevation. Los soportes que sostienen cargas(ej.,paredes,columns,vigas de cabezera, La parte superior de los soportes de cojinete son planas, vigas,etcetera)son instalados seguramente y con precision,y son nivelados y niveladas y a la elevacion correcta. arriostrados apropiadamente. El Jobsite is clean and neat,and free of obstructions. 2 Hangers,tie-downs,restraint and bracing materials are on site and La obra esta limpia,ordenada y sin obstrucciones. accessible. Los colgadores(hangers),soportes de anclaje(tie-downs)y materiales 0 Ground bracing procedure for first truss is based on site de restriccion y arriostre estan accesibles en la obra. and building configuration. El Erection/installation crew is aware of installation plan and lateral El procedimiento de Arriostre de Tierra para el primer restraint/diagonal bracing requirements. truss es basado en el terreno y la configuracion del El personal de ereccion/instalacion es consciente del plan de instalacion edificio. y los requisitos de restriccion/arriostre. nn.ewr If ground level is too far 2 Multi-ply trusses,including girders,are correctly fastened together prior to from truss for exterior lifting into place. Al ground bracing,use Los trusses de varias capas,incluyendo travesafios,son fijados juntos cor interior ground bracing. rectamente antes de/evantarios en Lugar. Si elnivel del terreno es • Any truss damage is reported to truss manufacturer.Refer to BCSI-B5. ' iii! II demasiado lejos paraDo not install damaged trusses unless instructed to do so by the building I' 'I usarArriostre de Tierra designer,truss designer or truss manufacturer. Exterior exterior,use Arriostre AlgOn dailo a los trusses ha sido reportado al fabricante de trusses. Vea el de Tierra interior resumen BCSI-B5."'No instale trusses dafiados a menos que se dijeren el disefiador del edificio,el disefiador del truss o e/fabricante del truss. B2Temp 090902 RESUMEN BCSI—B2 STEPS TO SETTING TRUSSES PASOS PARA EL MONTAJE DE TRUSSES Establish Ground Bracing Procedure:Exterior or Interior ' 1■ Establezca el Procedimiento de Arriostre de Tierra:Exterior o Interior First truss(or gable Firs truss end hame)of braced of braced I group of trusses 00th groand �grmp al tosses 21tracing(or end lacks in a lip set appltcabon) aT,.,1•f�' \ Maceve,lval Grant r 1 / to and wall py i ` .�:- Mace as`i w'i to ingerd m Dt_ 1 t...,. dagonal r �l �j,I` blocking Isp. ' \ Ground brace Mann Grand ll t i Z::',. 1111'6 � I � veinal Mace vertical' Il / ' .\ b �� \ to waN Braced truss tr J/�•• s k . - •4111 .:dor suss in hip � l ��.Nr_� Eno i/. •race G .� V i magma! ,,,-,1,, ,,diagonal I. \/ 1 Ground i /.,, c c latnal / Rtperry brace wall unto • Omen rnvaim `I-- / Ground ''".`i adequate 6agonals and floc grcurid \i Second lba - a )S rK k•: ♦-enema stak� / / Strut R Iteral 9 ._ walk cage.pe tater re''''',\ tc Honaonfal tie member Manned to Backup grout `,/ \ Mabelel ,, \ floor.Rolm Second Nom system 111 :lake l" art, ..:l rrs.Por � shall hate adequate capacity to rr r r as .I Supperl forces from ground braces. EXTERIOR GROUND BRACING I INTERIOR GROUND BRACING .-. ARRIOSTRE DE TIERRA EXTERIOR ( ARRIOSTRE DE TIERRA INTERIOR, 111 2Determine the locations for TCTLR and Ground Braces ■ Determine las ubicaciones para TCTLR y los Arriostres de Tierra TCTLR,typ. ITT 7,.11.0ilichid Q Use truss span to determine spac- ing for top chord temporary lateral Truss Span TCTLR Spacing VAIN // �restraint(TCTLR)from table at right. 4 - � h. Up to 30' 10'on-center maximum a Use el tramo del truss para determi- „:, nar el espaciamiento para restriction 30 5 8'on-center maximum _ `�/`� ' lateral temporal de/a cuerda supe- 45'-60' 6'on-center maximum / nor(TCTLR)en/a tab/a a/a derecha. 60'-80” 4'on-center maximum >a/ *Consult a registered design prolessional for trusses longer than 60'. **For trusses spaced greater than 2'o.c.,see also BCSI-B10. ! •=Rich break Under to Over 8'(add aTCTLR) TCTLR •- , • r IIIP 111121111111=INIMINIIIIIIMMEMEEM lir or greater A "II 06. es Truss attachment •_• 1 rmra.so.o —_� required at Supp xt(sjr 0 Locate a ground brace vertical at each El Locate additional TCTLR at each pitch TCTLR location. break. 2 Locate additional TCTLR over bearings if the Localice una vertical de arriostre de Localice TCTLR adicional en cada rotura heel height is 10"or greater. tierra en cada lugar de TCTLR, de inclination. Localice TCTLR adicional sobre los soportes si la altura del talon(heel height)es de 10 pulga- das o más. 3 Set First Truss and Fasten Securely to Ground Braces ■ Coloque el Primer Truss y Fijelo Seguramente a los Arriostres de Tierra 2 Set first truss(or gable end frame)and fasten securely to ground braces and to the wall,or as directed by the building designer.Examples of first truss installed include: Coloque el primer truss(o armazon hastial)y)ijelo seguramente a las verticales de arriostre de tierra y a/a pared,o como se dirige el disenador del edificio. Ejemplos del primer truss instalado inc/uyen: TCTLR TCTLR locations,typ. locations,typ. TCTLR r .e� locations,typ. PAPA \ 005 , I'' j ralri .►moi'►.. NIP 'tjj /! APfr - EXTERIOR GROUND BRACING INTERIOR GROUND BRACING ARRIOSTRE DE TIERRA EXTERIOR ARRIOSTRE Of TIERRAINTEAIOR ; z A CAUTION!First truss must be attached securely to all bearings and to all required ground braces prior to removing the hoisting supports. El primer truss tiene que ser sujetado seguramente a todos soportes y a todas arriostres de tierra requeridos,antes de guitar los soportes de levantamiento. 4 Set Trusses 2,3,4&5 with TCTLR in Line with Ground Bracing ■ Coloque los Trusses 2,3,4 y 5 con TCTLR en Linea con los Arriostres de Tierra 2 Attach trusses securely at all bearings,shimming bearings as necessary.Examples of first five trusses set include: Sujete seguramente los trusses a todos los soportes,rellenar sdlidamente los soportes como sea necesario.Ejemp/os de los primeros cinco trusses colocados incluyen: See options below See options below See options below •—1"ill ��►% - A,4 4 ,, `lam ktinn It r. *s� ' '`'� '----''- IP Aril t 11411r, „.0 )111',- '-' litt.' '''''' .4041, N. a l , :,.: EXTERIOR GROUND BRACING ' ° ARRIOtS7RF DE TIFRRA EXTERIOR , NOTICE The following three(3)Short Member Temporary Lateral Restraint options require that the diagonal bracing be installed continuously. Las siguientes tres opciones para instalar la Restriccion Lateral Temporal de los Miembros Cortos requieren que el arriostre diagonal esta instalado continuamente. Option 1 Option 2 Option 3 Short member temporary lateral restraint installed on Short member temporary lateral restraint installed Proprietary metal restraint products* top of trusses between trusses Opci6n 3 Opcion 1 Opci6n 2 Productos de metal para restriccion patentados* Restriccion lateral temporal de los miembros cortos Restriccion lateral temporal de los miembros cortos *These products are specifically instalados encima de trusses instalados entre trusses designed to provide lateral 2T+ 1Y2"minimum Use 2-16d deformed shank • restraint and are not just for —► end distance Tl i'inails minimum at each 221/2" spacing.See manufacturer's 1V.pulgadas 1 4 � restraint-to-truss connection. distancia de Use como minimo 2-16d specifications. 22'/" extremo minima I 221" clavos largos(shank nails)en *Estos productos son disenados Do not use split cada conexion de restriccion- especificamente pat proveer 2 nails at every members. a-truss. restriccion lateral y no son connection No use miembros solamente para espaciamiento. 2 clavos enrajados. yea las especificaciones del cada conexion E fabricante. Nii ' 221/2"� a isiiii..,•44 4%4 ,_„......,:: Do not use221/2" All split �� members. 221/2"No use miembros I i rajados. t 41% 1I A CAUTION!Each truss must be attached securely at each bearing and all TCTLR installed before removing the hoisting supports. Cada truss tiene que ser sujetado seguramente en cada soporte y todas las TCTLR instaladas antes de guitar los soportes de levantar. LATERAL RESTRAINT/BRACING MATERIAL AND CONNECTIONS CONNEXIONES Y MATERIALES DE RESTRICCIUN/ARRIOSTRE LATERAL 0 Minimum size of bracing and lateral restraint material is 2x4 stress-graded lumber or approved proprietary metal restraint/bracing,unless oth- erwise specified by the building designer. El tamalio del material de restriccidn lateral y arriostre debe ser por to menos 2x4 madera graduada por esfuerzo o restriccidn/arriostre de metal patentado aprobado,a menos que especifique el diselador del edificio. 2 All bracing and lateral restraint members must be connected to each truss with at least 2 nails(see minimum sizes shown below),except for the short member restraints shown in Step 4,Option 2(see above),which require 2-16d deformed-shank(i.e.,ring-or screw-shank)nails. Todos los miembros de restriccidn lateral y arriostre tienen que ser conectados a cada truss con un minimo de 2 clavos(ver los tamanos minimos mostrados abajo)excepto para las restricciones de miembros cortos mostrados en el Paso 4,Opcion 2(yea arriba),cuales requieren 2-16d clavos con largos des- 1, (0.128x3") formados(Ej.Largos de anillos o tomillos). 12d(0.128x3.25") ij ij .I.I. ili • Q Drive nails flush,or use double-headed nails for easiest removal. 16d(0.131x3.5") NutA Clave los clavos al raso,o use clavos de dos cabezas para quitarlos más facilmente. Install Top Chord Diagonal Bracing 5■ Instale el Arriostre Diagonal de la Cuerda Superior IA Attach diagonal bracing to the first five trusses.Examples of diagonal bracing on first five trusses include: Coloque el arriostre diagonal a los primeros cinco trusses. Ejemplos de arriostre diagonal en los primeros cinco trusses incluyen: See Short Member See Snort Member Restrain Lateral Tempary Lateral Reotrant detoe Restraint detail -'^..�d�.././.T_ \WUmr page 3. Se a Shcet em ber ateral e:11"';-1'1"6.11W :11�� =Patte 3 � �T.h � �- Restraint Mai ��7�' \ =-- �� f. opean page 3. r' lir `�[►jj� �. ►:%4,. OKI :ice. ,- f r f at ::,, a y . �� . -..._ ►• I �� it -�1 MERIOR GROUND BRACING iINTERIOR GROUND BRACING ARRIOSTRE DE TIERRA EXTERIOR 'ARRIOSTRE DE TIERRA INTERIOR ,. _. - // El Or start applying structural sheathing. Example of ' structural sheathing installed on first five trusses. __ 1141P4 0 empiece en aplicar el entablado estructural.Ejemplo ..\. de entablado estructural insta/ado en los primeros cinco trusses. '~ (f( ` d ,_ Y 6 Install Web Member Diagonal Bracing ■ Instale el Arriostre Diagonal de Miembros Secundarios El Temporary web member diagonal bracing acts with the top chord and bottom chord temporary lateral restraint and diagonal bracing to form trian- gulation perpendicular to the plane of the truss and prevents trusses from leaning or dominoing. El arriostre diagonal temporal de los miembros secundarios trabaja con Ia restriccion lateral y el arriostre diagonal temporales de la cuerda superior e inferior para formar una triangulacion perpendicular al piano del truss y evita que los trusses se inclinen o caigan como dominos. Install diagonal bracing at about 45°on web members(verticals whenever possible)located at or near rows of bottom chord lateral restraint.Web diagonal bracing must extend from the top chord to the bottom chord.Repeat at the interval shown in the Figure below. Instale el arriostre diagonal a aproximadamente 45 grados en los Diagonal miembros secundarios(verticales cuando sea posible)colocados en o _' bracing cerca de las filas de restriccion lateral de Ia cuerda inferior.Arriostre �``'�'""voir' diagonalpara los miembros secundarios tieneque extender de la Web members ! .�"..C.0 9 , ,,,11:e •\ cuerda superior a la cuerda inferior.Repita a los intervalos mostrados \` ►;�;' en la Figura a Ia derecha. 00k...4 ��`:i,',+" NOTICE The requirements for web member ss nt individualDD)trusS _!``�\\,,:;;�'""„�� member restraint arespecified on the truss design drawing �"""� N " Refer to BCSI-B3 for more information."' ��`y.��;�.1;�""_ —`\,;► Los requisitospara!a restriction permanente de miembros individuates ��u,�'.�i;;'�� `� e4 �" `� 1_`` Bottom chords de truss para miembros secundarios son especificados en el dibujo del �'ir� �` diseno de truss. Vea el resumen BCSI-B3 para más informacion."" `°'��`` Diagonal braces spare 10 I spaces(200''max.) 10'•15'max.Same spacing Note:Some chord and web members as bottom chord lateral restraint not shown for clayey. NOTICE Mono trusses,deepflat trusses and other types of trusses with deep ends also require tem • - ..-,(/111 porary lateral restraint and diagonal bracing on the long web members at the deep end of the truss. -_`�P 110. Los trusses de una sola pendiente,trusses pianos y profundos y otros tipos de trusses con extre- . ``yam mos profundos tambien requieren restriccion lateral temporal y arriostre diagonal en los miembros secundarios largos al parte profundo del truss. BCSI - B3 SUMMARY SHEET PERMANENT RESTRAINT/ BRACING OF CHORDS AND WEB MEMBERS SPANS OVER 60' MAY REQUIRE COMPLEX PERMANENT BRACING. PLEASE ALWAYS CONSULT A PROFESSIONAL ENGINEER AWARNING,Disregarding Permanent Restraint/Bracing is a major cause of truss field perfor- © The TDD provides information on the assumed support for the bottom chord. • mance problems and has been known to lead to roof or floor systems collapse. El TOO provee inlmnaodn sobre el soporte supuesto para as cuerda Werra,: iADVERTENCIA'Des'cuidar el Arriaebe/Restricadn Femaanente es una tarso principal de problemasde renderentodet truss en campo y hada cmocido a Nevar a/de ssnbamientodel Q Install bottom chord permanent Lateral Restraint at the spacing indicated on the TDD sistemadel trrho0p t and/or by the Building Designer with a maximum of 10'on center. ACb.6It1oitU Spans over 60'may require complex permanent bracing.Please alleys consult a Instate Restriction Lateral permanente de la cuerda inferior al espaciamiento Registered Dews Professional. indicado en el TOD y/o par el Diseiiador de!Edificio con un maxima de 10 pies en el .k',.41. Trams sobre 60 pies puede°requerir arriastre permanente complejo.AN favor, centro. saernpre consulte a un Profesional Regatrado de Dseho. RESTRAINT/BRACING MATERIALS&FASTENERS Diagorel `��`1110o- MATERIALES Y CIERRES DE RESTRICCION/ARRIOSTRE Bracing •-.\��►rte`.`=�t` e Common restraint/braang materials include word structural panels,gypsum board sheathing, Bottom Chords - �^1� �.��►- stress-graded lumber,proprietary metal products,and metal purlins and straps. `I..�.`�`� "'`� �'' Materiales axnunes de amoitrar/restringir incluyen paneles estrudurales de madera,entabtado 1`.`�.1=��,` de yeso,madera graduada per esfuerza,productos de metal petentadas,y vigas de sopode y —",..........4.4%%., �.��w liras de metal r `..%''' 's► IUBMIiMATMtd MTRECINREP NTSFORWPMBtRESTRANT/BR/ONO" `4''� w~'r.+�vii.'�!*`>' Lateral Restraint2x4x12 Lumber Size Molimum Hail Sou Mum=Number a St" �`Zr s+.,,4 ~ 52 or greater lapped Wer Naa1s per Connection L,.s10' +rite''' two trusses 2,4 dress- ailed tad(0.128x3') !)1 -x.,,..510' Soma chord and web members not 12d(0.128425') 2 -.,,_v shown for clarity. 16d(0.131x35') � e111\111. . Lateral Restraint and Diagonal Bracing red brace the Bottom Chord Plane. CRIII 2.S Oressg (8 aded led .,2816•) �• t2d(0.125425') 2 3. PERMANENT BRACING FOR THE WEB MEMBER PLANE led 0.131)13') 3. ARRIOSTRE PERMANENTE PARA EL PLANO DEL MIEMBRO SECUNDA RIO Old atractnee receaadx°rs wet.speceim by ire%Is tes.q.a ii BeNng breva Web Member Permanent Bracing collects and transfers buckling restraint forces and/or lateral The site and iesrkmell kr texngmaeLLs sock a wood*oda/pater.mown toad,nramag. loads from wind and seismic forces.The same bracing can often be used for both functions. raOnday mal inbantteaaig pr doom,asci meet plums and elttis are pteerled tt m;a i.1ni Ce',;r. Amastre Permanente de los Miembres Se vndanos recogen y paean fuerzas de restriction de PERMANENT BRACING FOR THE VARIOUS PLANES OF A TRUSS tomer y/o cargas laterales de vaen(o y fuerras sismicas.Amenudoel memo amostre puede ser usado para ambos funcanes. ARRIOSTRE PERMANENTE PARA VARIOS PLANOS DE UN TRUSS W OA Individual Web Member Permanent Restraint 8,Bracing El Permanent Bracing is important because it, ,,, Flre Restrkcldn y Arriostre Permanente de Mlembros Secundarlos Individuates a)preventsout of-plane buckling of truss �' `Ao{ CI Check the TOD to determine which web members(if any)require restrant to resist budding. Y413 b)helps maintain proper truss spacing,and Membri '" : 'a, : A `.`- pa a r seli TOO pat detemrewr crates mier°bres secundar os(s algunas)requ ere°«stncodn Rine _ a. .. :4, ,,,,,,'"%,,,„:"..\. para resistir el racer c)resists and transfers lateral loads from � a wind and seismic forces. .. a a + \ Restrain and brace with, oanrararVeaate:n El arriostre Permanente es rnportante .s r�res :e• ``\``� A.Continuous Lateral Restraint&Diagonal Bracing,or ere:apexes, pureue, ;411l y y.. \� B.Individual Member Web Reinforcement. itifti , '^'"Pim"""p"" natidelvnaaur a)mode el tater lues-de-p+ano de los ,116„ NP Reser raja y amostre sox rutin* miembrass del truss, `\� A Restriction Lateral Continua y Arriostre Diagonal,,o tats=, -'' b)ayuda en manrener espaciamiento Ni B.Refuerzo de Miernbroe Scarndaios Indrviduales. 1 apropiado de los busses,y c)resiste y pass las cargas laterales de Bottom Chad A.Continuous Lateral Restraint(CLR) -,` 110'weMoyfuerzass&nasaeaptcadasal Ram &Diagonal Bracing -.� 1 r/ Structural A.Restrkcion Lateral Continua(CLR)y Arriostre - siste'na dei truss 'r Shea111n9on Diagonal T ® Trusses require Permanent Bracing ss a op Chad within ALL of the folbwmg planes: �t* rel 'V''n Rine El Attach the CLR at the bcabons shown on the TDD. 1.Top Chord Plane ..%„ c, t I ‘,� S'_ Sulete el CLR en las ubicaceones mot.radce en el TDD. 3.WebMember Planene �i��.ltI �'".' 1 IA install the Diagonal Bracing at appmxmatety 45°to the CLR and position so that d crosses the Trusses. M ArriostreerPla Permanente `!... s , web in dose proximity to the CLR Attach the Diagonal Brace as close to the Top and Bottom Truss de TOWS loa ePtes pianos: Chords as possible and to each web it crosses.Repeat every 20'or less. Instate e!Arnostre Diagonal a aprortmadamente 45 grados a!CLR y to coloque para cue mics 1.Wand de la Cuerda Superior `��, z.•`` la words muy cerca del CLR Suete e/Arriostre Diagonal caro cercano a las cuerdas inferior p 2.Plano de la Cuerda Inferior superior cones sea pcsitde y a cads cuerda que to cru:a.Repita cada 20 pies o manus. 3.Plano del Miembro Secundario A OIfiigaS!Without Permanent Bracing the truss,or a portion of rts members,will buckle(.e., EXAMPLES OF DIAGONAL BRACING WITH CONTINUOUS fail)at loads far less than design. LATERAL RESTRAINT e ..:ice... , fi.r.7ItaAI Sin el Arriostre Permanente,del truss,o un parte de Us mrembros,torceran(e). -.411111k1 - C°nn+ws Rrrtvrnerl Corn caws fallaran)de cargos muchas mends que las cargas que e/truss es disefiado a l/evar. � `1 • I Iieriair1 " Lateral Restnu t 1. PERMANENT BRACING FOR THE TOP CHORD PLANE ► 1 '1 R';1* 1. ARRIOSTRE PERMANENTE PARA EL PLANO DELA CUERDA SUPERIOR r,* P et Daiwa' ti� .111.721111� reit ��41� Q Use plywood,oriented strand board(058), ♦ ` .•: �\ purlinsr--c,-- - Nnrrs r, `1W`Ami 'Mit � or wood a metal structural that are ¢---'� - properly braced. Tom._-.-..'".'.__ �• ` r► Use wntrachapado,panel de Abrar orentadas -- t®. ��M►�� (058),o ragas de soporte de madera o metal '♦1 1 `�� s 20' que son autostradas apropiadamente. El The TrussDesign DrawingD provides �",�� 'tae Sore chord and web members (TO ) "� Group of 3 Trusses information on the assumed support for the top `�'-, not shown for clarity. chord. , . • El Mdbujo del Oiseflo de Truss(TOO)peovee "_ _..•---Sttuctuial Dapinformation soled el soporte cap xsto para!a "'a'x Wong in ore Tap Chad vane a inewis .., Sheathing soecakd by lie gal.,Devgnd cuerda styerioz 'y�� Brace .45' El Fastener size and spacing requirements and grade for �. a the sheathing,purlins and bracing are provided in the " �r �9 itt'� D°gonal Lateral � _ �� budding code and/or by the Balding Designer • I -�_ +� err. Braces �� Restraint El tamat3o de cierre y requisitos de espaciamiento y r \ ,�, s + r grads pare el entabladc sagas de soporte y arrastre ,' y� son prowstas en el oddiyo del edilkao y/o pot el Drsefla• da del Woo. L... w paw Lateral Restrai r. Group of 2 Tosses ' -------- . -------- l :eared 2. PERMANENT BRACING FOR THE BOTTOM MIN ❑ Lateral Restraint&Diagonal Bracing can also be used =45` CHORD PLANE mi..) with small groups of 1ruSY5(i.e.,three or less).Attach 2. ARRIOSTRE PERMANENTE PARA EL PLANO DE LA CUERDA INFERIOR the Lateral Restraint&Diagonal Brace to each web El Use rows of continuous Lateral Restraint with Diagonal Bracing,gypsum board sheathing or rigid member that they cross. ceiling, Restncadn Lateral y Arnostre Diagonal rambles puede ser usado con grupos pergserks de Use bias de Restricddn Lateral Continua cm Arnostre Diagonal,entablado de yeso o trusses(ej.,res o metros)Sujete la Restriccidn Lateral y e!Arriostre Diagonal a oda miernbro !echo rigida. secundano ate los cruzan. RESTRICCION I ARRIOSTRE PERMANENTE DE LAS CUERDAS Y LOS MIEMBROS SECUNDARIOS TRAMOS DE 60'PIES PUEDEN REQUERIR ARRIOSTRE PERMANENTS COMPLEJO.POR FAVOR,SIEMPRE CONSULTS A UN PROFESIONAL DE DISENO REGISTRADO. BCSI-B3 SUMMARY SHEET PERMANENT RESTRAINT / BRACING OF CHORDS AND WEB SPANS OVER 60' MAY REQUIRE COMPLEX PERMANENT BRACING. PLEASE ALWAYS CONSULT A PROFESSIONAL ENGINEER ALWAYS DIAGONALLY BRACE THE CONTINUOUS LATERAL RESTRAINT! Gable End Frames and Sloped Bottom Chords iSIEMPRE ARRIOSTRE LA RESTRICCION LATERAL CONTINUA OIAGONALMENTEt Armazones Hastlales Y Cuerdas In/erionx Pendlentes B.Individual Web Member Reinforcement B.Refuerzo de M/embrosSecundarloa IndN/dualee 0 The Gable End Frame should always match the profile of the adjacent trusses to permit irstal- T-,L-,Scab,I-,U-Reinforcement,proprietary metal reinforcement and stacked web products provide an labor of proper Bottom Chord Plane restraint&bracing unless special bracing is designed to akernative for resisting web buckling. support the end wail. T.,1•,terra,I-,U•Refuerm,re,irerzo de metal patentando y pmductos de miembres secnodanos El Amaze.,Hastial ni npre dobe encajar el perfil de los trusses contiguous para pemutir la insta- amontonados proveen una altematita pain resistir el totter de los miembros secundarros kat;de restricnfin y duOs(re aprupiaJu de Ar Cuerde Inferiur a metros que ii Iliad?e especial es disellado pare scporrar la pared de extremo. Babe _ y� 10 . ethic LIT Fl ilei.... �'--'71 ,.,•-- L,i., IiiitriF Villiss,"„-L's•-, , T49M1aoerrriBab ReeOoroenrere C7 Ptoact litYlebS'adgi- �I Tna N lflo¢ikrcenene LLLYYY husk M raked Ole end oral liri -.; ,+ s eau,R9 scissors Gates End Name) ./., l 1/1i / WA II -El The following table may be used unless more specks infomlation is provided. La siguiente fade puede ser usada a mens que informaadn mos especifica este provista. A CALMOW Using a flat Bottom Chad Gable End Frame with adjacent Trusses that have sloped Bottom Chords is prohibited by some building codes as adequate bracing of this condition is WEB REINFORCEMENT FOR SINGLE PLY TRUSSES, difficult and sometimes impossible.Special end wall bracing design considerations are required by the Building Designer if the Gable End Frame profile does not match the adjacent Trusses Specified al T/a e,igisi t Wt a ire Web Leapt!! tadena t� ro-.zL ti El use de un Ameazdn Hastial de la Cuerda Inferrer con Trusses contiguos cuales d a True sdrtorarenebt Leawee Corenell n M Wca tienen Cueydas Infenores pendientes es prohibido poi algunos cddigos de edihcias porque ar- WI Reintsma Leri a:deiermenw n Web niostre adecvado de este condition es dih'ad y a veces impasible.ConsideracxMes especiaies de Via T L sane I disefo para el amostre de la pared de extrema son requendas pore!Dise4ador del Edifrcio si el 214 214 204 204 905 d web a perfi!del Amazon Hastial no hate juego con los Trusses contrguos. r Roo AZ 2x0 201 NS sane suedes remind to wives fed Gun Dot! we DA 2,8 and grad,or 61153 ")cahoot ride(0.131)3S1 PERMANENT BRACINGFOR SPECIAL CONDITIONS to — — --. 4.2e4 Deradvn el w,brnenber, ap 67150 mm) ARRIOSTRE PERMANENTE PARA CONDICIONES ESPECL4LES 2 Rows 2>m ._ -- 2.224 webmeraer s4ieixver ie on-Center. Sway Bracing—Arriostre de'Sway" we — — — 2.24 rude, El 'Sway"bracing a instated at the discretion of tAllii Shown donee sd WO b'4(43m.'; the Budding Designer to help stabilae the truss system �a"•r\ 'r«Scab Reidememeese 2 Ives of ltd Cin ria(0t2tu3T a Sr(t50 run)on-su-exb star rswoamR to ibe arid minimize the lateral movement due to wind and - r`7',, ,.ikk.,e seismic loads. a i 't' y. PERMANENT LAiHUYRFSTRAI\TAsDOuCAW Arriostre de'Sksa "este mstaladoporla dscsecidn del ALItib\3^. " A��" ! WEBREIi1PORCIMEMREQIflSED y .� ie�A}aa b'RKS1Si i j K,„-. + Disenador dot Eda'iao para ayudar en estabdizar N srstana - cis �/ de trusses y pore mrnu»¢erel movim onto laterol debido a tl� �� l'-C-q _ J t q cargas de viento y cargas sisnius l— // _ T r '�`'. .. ° � , El Swaybroom installed continuo across the buildingalso I ' '-{T,-,1:,,i'' ; aiuv, lY serves to distribute gravity loads between trusses of varying e4 -...,..er...a,w.,,o.:..•,.w4.,I 1 cr.Aa. - stiffness. AESTTIICGAN LA BTA.esitA IE YARIIOSTPE �dii i ,,x.,,, «,,;.<+a,,,.:.•,.n.:.,_xc. i 4 r Arnosire de'Skvay'que es instalada cantinuadamente al craves del edificio camber es usado MOM. LIDO I MEIN DEMOO SEGIIDARIOREQIERIDD para disenburrlas cargas degravedadentre trusses dewider vanando. Permanent RestraInt/Bracing for the Top Chord in a Piggyback Assembly 2 Some Truss Manufacturers mark the locations of the web Lateral Restraint or reinforcement on Restriccldn/Arriostre Permanente para Is Cuerda Superior en un Ensamblaje de the truss using tags similar to those above. Piggyback Algunos fabricantes de Trusses marcan en el truss las ubicaccnes de reftrerea o Restriction El Provide restraint and bracing by: Mpeut Dagnnai Lateral de mie nbros secundarios con ebquetas senilares a las arribe. •using rows of 4x2 stress-graded lumber 6pcng at 10' CLR and Diagonal Bracing,or irdorrats or less. / Web Member Plane Permanent Building Stability Bracing to Transfer Wind&Seismic Forces •diaphragm, the CLR into the roof as pealed. co at Arriostre de Estabilidad Permanente del Edifkio del Plano de Miembros Secundarius para -I(� De lazar Fuerzas de Viento Fuerras S/smkas or .Il,;f,;�� spaci q � y •adding Structural Sheathing or Bracing .tea l��Tt_f�—�� spaetied �r The web member restraint or reinforcement specified on a TDD is required to resist buckling Frames,or �-+�[� on the under vertical loads.Additional restraint and bracing is typically required to transfer lateral loads •seine other equivalent means. Trres Desgn due to wind and/or seismic forces.This restraint and bracing is typically provided by the Building /3ovee restriccon y amostre par: 4 Drawing Designer. •usando Has do 4x2 CLR madcra grad :� La resbicaon o refuerzo de miernbros secundarios especihcada en un TDD es requerido a resistir uada par esfuerza y Arriostre Diagonal,o A 03101- el forcer baja cargas verbtales Restriction y arriostre adraonal es requerido tipicamente para •conectando el CLR al diafragna del pasarcargas laterales debidas a fue,as de yenta y/o fuerzas sisrnicas.Esta restncckn y arrrosire echo,o }�}�_ .arraderdo Entablado Estructural o Arm �4'"^, .. es tipicamente prwrsto pw el Dseiradar del EaFiFaa ^� -- ✓',_ zanes de Amchstre,o •atgunos otros msfodos equivalentes. '__, �-,i� D:;nit:ria e w roll Uapleaen odi+9 ® Refer to the TDD for the maximum assumed spacing for attaching the lateral Restraint to the top E��4.; 1�*ate_ Gable Erj V chord of the supporting truss. - � \/ � \ Frame Rehere a!TDD para el especiamiento maxim supuesto pars superar la Restrrcc,dn Lateral a la �� _ Rol cuerda superior de/truss soportente. CO ��' rg © The TDD provides the assumed thickness •' Trusses '�_ �'�. of the restrant and minimum connection -ii L,� �_``r. 1 ionteniy requirements between the cap and the r ,10 �`- Noir Top Chord I 1•rte nr«cement supporting truss or restraint. ?bre 'R” CLR required arty !lieaerap not shore~'•!„. / I El TDO provee el grasor supuesto de!a ~�' i1 Bracing frame or to darty �.^• 1 restriction y los requsitos deconexidn Structural Sheath. min mos.nide Is cepa y el truss soponarxe j.�i^9 is mU ly lled El Some Truss Designers provide general ^tree o la reAncdcin. / tone(.iy larxal Restraim design tables and details to asst the Build- I Bracing Farre ing Designer in determining the Bracing Gado en4wyi permanent piaponal pa:np ��or Structural required to transfer lateral loads due to Sheatldng wind and/or seismic forces from the Gable or a es a with Bottom Chord immanent Oew of aa1,teaa End Frame into the roof and/or ceiling CLR as speeded by Me Building DesSnx. ,,d' ! .\�7Srusses g diaphragm. xs i \ tameunos Diser adores de Trusses n ,44eib•A s y detalles de dseho generatespars asstir el Disefiador de!Edifcio en detenninar el Ar- %+eata� ��s'P �00�e``�..,. Ar- riostre requerido para pasar cargas laterales debidas a fuerzas de viento y/o Hems sisnicas del ae�eh.. Amtazon Hastaal al dufragma del teolo. To view a non-pentmg PDF of this document,visit www.sbcindustry.ux»/b3. Para ver un POP de este docuxnento que n se puede vnpnrn,vista sorry.sbcuidusfry.com/b3. fitr 4t WWOMMINMMUM TRUSS PLATE INSTITUTE 6300 Enterprise lane•Madeon,WI 53719 218 N.Lee St.,Ste.312•Alexandria,VA 22314 608/274-e49•www.sbonMasuy.corn 7034583.1010•weentsinsLr.y RESTRICCION I ARRIOSTRE PERMANENTE DE LAS CUERDAS Y LOS MIEMBROS SECUNDARIOS TRAMOS MAS DE 60'PIES PUEDEN REQUERIR ARRIOSTRE PERMANENTS COMPLEJO.POR FAVOR SIEMPRE CONSULTS A UN PROFESIONAL DE DISENO REGISTRADO Cargas de Construcci®n Construction loads are those loads imposed on the unfinished building as a result of the construction process.Typical construction loads include the weight of the workers, equipment, and building materials,to name a few. For example, a bundle of plywood ,�.., sheathing or gypsum board stacked on trusses temporarily creates „ • construction loads. l - Cargas de construccion son las cargas que estan impuestas a los f edificios incompletos como resultado del proceso de construccion. Cargas de construccion tipicas incluyen el peso de los trabajadores, el equipo y los materiales de construccion, etcetera. Por ejemplo, un paquete de entablado contrachapado o tabla de yeso apilados temporalmente sobre los trusses crean cargas de construccion. © Make sure that the truss assembly is properly restrained and braced according to the guidelines in BCSI-B1"'and BCSI-B2— before placing any construction loads on them. Construction loads shall only be placed on fully restrained and braced structures. AsegOrese que el montaje del truss este adecuadamente restringido y arriostrado segun las pautas en BCSI-B1"' y BCSI-82"' antes de colocar alguna carga de construccion en la estructura. Solamente coloquen cargas de construccion arriba de estructuras cuales son restringidos y arriostrados completamente. A WARNING! Stacking excessive amounts of construction materials on floor or roof trusses is an unsafe practice. Prop- erty damage, personal injury and/or death are possible if this warning is not heeded. iADVERTENCIA!Apilando cantidades excesivas de cargas de construccion sobre trusses de piso u techo es una prac- tica peligrosa. Dano a la propiedad, herida personal y/o muerte son posibles si no sigue esta advertencia. NOTICE Trusses that have been over-stressed due to excessive construction loading will usually show excessive sagging (deflection) and at least a portion of this deflection will remain even after the load has been removed. In more severe cases, broken truss members and/or failed truss joints may result. Los trusses que han sidos demasiado estresados debido a cargas de construccion excesivas usualmente demuestran una desviacion excesiva, y por lo menos una parte de este desviacion se quedaran aun despues de que la carga se haya quitada. En casos más severos, miembros quebrados del truss y/o junturas falladas pueden resultar. CONSTRUCTION LOADING DO'S AND DON'TS 0 DON'T exceed stack heights listed in the table. QUEI-IACER YAIO HALER CON LAS CARGAS NO exceda la altura de monton indicada en la tabla DE CONSTRUCCION que sigue. Maximum Stack Height for Material on Trusses DON'T stack materials on unbraced Maximua Altura de Montan para Material encima de los Trusses trusses. Material-Material Height-Altura —. NO amontone materiales sobre 12" trusses que no esten arriostrados. Gypsum Board- Table de Yeso - 12 pulgadas Plywood or OSB-Madera Contrachapada u OSB 16"- 16 pulgadas Asphalt Shingles- Teja de Asfalto 2 bundles-2 paquetes aConcrete Block-Bloque de Hormingon 8"-8 pulgadas otia, Clay Tile- Teja de Arcilla 3-4 tiles-3-4 azulejos Note:Limit stacking periods to approximately one week,unless alternative information is provided by the Building Designer,Truss Designer or Truss Manufacturer. m DON'T overload the trusses. Diagonal Lateral Properly restrain and brace trusses before NO sobrecargue los trusses. Restraint _ Bracing stacking construction materials on them. • t i. —l��' Nfr �-- --z Structural Sheathing B4ConstLoad 090520 RESUMEN BCSI-B4 N `�tiyltllilp�� a' „ F- 72 Cs1 C7 p V1 0 .-d .♦ N N ('1 f,l .! •. ,4+` • -•+'Y t J H A . C O .5 1 X0:•2 ._ W CC+4:i[ mu G) • -o p o ~ Lu +IN CD o r o 3 1. • hn -�dY • . {`A I. ., m .- N 'A c , .... + . � `. .. 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CONSULT THE ENGINEER OF RECORD FOR EXPLICIT INSTRUCTION REGARDING PERMANENT BRACING CONTINUOUS LATERALIIli CONTINUOUS LATERAL BRACING BRACING (1 X4) Z �� 1x4#3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH(2)8d NAILS. BRACING MATERIAL TO BE SUPPLIED WE8 AND ATTACHED AT BOTH ENDS 10 )iA*4 .N TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ,r-T-BRACE TBRACE THESE DETAILS APPLY TO 1.5"WIDE WOOD TRUSSES. W • USE A 2x4 T-BRACE IF THE TRUSS DESIGN OEB ` iSPECIFIES ONE LATERAL BRACE(MID POINT OF WEB). • USE A 2x6 T-BRACE IF THE TRUSS DESIGN SPECIFIES TWO LATERAL BRACES (AT THE THIRD POINTS OF THE WEB). 611 NINNNII ,.. • USE A CONTINUOUS PIECE FOR THE T-BRACE, OF THE SAME GRADE AS THE WEB AND COVERING AT LEAST 90%OF THE WEB y4y11111{yt 1/40 __..._ LENGTH. `�,*P '`+ 4A....kf 'h, �, • CENTER THE T-BRACE ON THE WEB AND FASTEN WITH 10d COMMON NAILS SPACED 4" 4.{if ccv �v ,� .2S S. ti ON CENTER. .. .:w C 4 ,- •'~kE AS 71.-":0 a .10:::_..19,21 J .. 'Y) . '�� L'{i V r� wR j��C.`• k.::.0.":-% � Q �1 °°I./C/ ii,,, 4, p ��'0% "a e, ►�4►� 's,,,,,n,to I•,'•/ SCAB foor, WE8 -1 BRACING SCAB BRACE SCAB BRACE SAME SIZE, GRADE, AND LENGTH AS WEB MEMBER. ATTACH WITH 10d NAILS @ 4"O.C. BRACING MATERIAL TO BE SUPPLIED �,� BY ERECTION CONTRACTOR. 11