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HomeMy WebLinkAboutTRUSS INFO - 17-00351-17-00354 - 565 Pioneer Rd - Rockcreek 201-204l� �vo 3st _3Sy Truss Repair SRR No. 1506-06 Structural Building Components Association (SBCA) August 12, 2015 This research report is based on practical scientific research (literature review, testing, analysis, etc.). This research report complies with the following sections of the building code: • i8C ` 04.1 and S :n 1703.4.E —"Research reports. Supporting data, where necessary to assist in the approval of materials or assemblies not specifically provided for in this code, shall consist of valid research reports from approved sources." • ISC Section 202 — "APPROVED SOURCE. An independent person, firm or corporation, approved by the building official, who is competent and experienced in the application of engineering principles to materials, methods or systems analyses." Structural Building Components Association (SBCA 1 6300 Enterprise Lane, Madison, WI 53719 1 608-274-4849 1 shcindustrv.com Copyright © 2015 Table of Contents Introduction......................................................................................................................................... 3 KeyDefinitions....................................................................................................................................3 Background......................................................................................................................................... 5 TrussRepairs...................................................................................................................................... 7 Conclusion..........................................................................................................................................9 Resources............................................................................................................................................ 9 Copyright © 2015 SBCA Research Report Truss Repairs: Repair Considerations When designing a truss repair, there are several items that the responsible truss designer must take into consideration in order to create an accurate and feasible solution. Items the truss designer must consider when creating a repair drawing include: • Type of truss involved • Stage of construction for the building • Location of the truss in the building • Tools and materials available to complete the repair at the jobsite • Materials used in the truss construction • Interferences (HVAC, plumbing, electrical, other trusses, etc.) that may affect the size and type of repair • Location and type of damage on the truss • Load types and locations that are supported by the repaired truss • Number of plies in the damaged truss and how many are damaged • Any weather resistant or fire treatment applied to the truss Types of Common Truss Repairs Break/Damage in Members In situations where a member is broken or damaged not at a joint, with the exception of splice joints, the primary method of repair is to apply scabs to the truss centered on the damage/break to transfer the load carried by the original member. The respqnsible truss designer, based on the existing shape, materials, and loads, must determine the forces carried by the damaged/broken member. The truss designer must then calculate the scab member size and material. In most cases, the scab material may be the same size, wood species, and grade of the original member. However, the truss designer may allow alternative lumbers, based on lumber calculations for the damaged/broken member and analysis of the truss. Once the scab material is selected, the truss designer must determine the fastener to use for the repair. A typical scab repair uses nail fasteners, but depending on certain factors, alternative fasteners may be used such as screws or bolts. Following NDS guidelines, the truss designer will determine, based on the types of materials involved and the loads that need to be supported by the scab, the number and spacing of fasteners required for the repair. The scab will then be sized based on the size of the damage and the amount of fasteners required on each side of the damage. The preferred method of designing a scab repair is to have scabs on both sides of the truss to avoid creating eccentricity in load transfer in the scabs. However, the truss designer may determine a scab on one side of the truss is sufficient, based on several factors including truss location, loads carried by the damaged member, and truss bracing. If a break or damage to a truss member occurs in a location that will not allow the amount of fasteners required to transfer the load before the member terminates at a joint, a different approach is required. In these instances, a plywood or OSB gusset repair may be required, similar to the methods of a missing member repair with the difference that the fasteners determined necessary to complete the transfer of load from the damaged member must be accounted for in the gusset size past the location of the damaged section. Missing/Damaged Connector Plates: In situations where truss connector plates are missing or have become loose or damaged, the forces that carried through the plate must be restored through a repair. If available, a portable plate press can allow the installation of a new plate to carry the necessary forces. If this option is available, it should be noted that, since the area of the original plate connector has been damaged, the new plate must be sized greater than the original to allow the plate to connect into good lumber because the tooth holding value in lumber that has had a gusset plate removed and where the wood is otherwise undamaged has been reduced by 50%. This decrease does not mean that the plate has to be 50% bigger, but that the truss designer needs to recalculate the capacity of the gusset plate with the decreased capacity. When a portable plate press is unavailable, the primary method of repair is OSB or plywood gussets to transfer the forces originally transferred through the truss connector plate. SRR No. 1506-06 Truss Repairs Copyrght©2015 Page 7 of 9 SBCA Research Report Introduction: Trusses are the major engineered wood component used today, with 63.7% market share for roof trusses and 31.7% market share for floor trusses. The repair and modification of metal plate connected wood trusses can be a very complicated subject, because each situation must be analyzed individually. It is important not only to calculate an adequate repair or modification, but also to ensure that the repair or modification can be performed in the field. The truss designer needs to obtain as much accurate information as possible, by asking questions about what damage occurred and how. In simple scenarios, this may involve a redline Truss Design Drawing or photos of the damaged truss-, with more complex damage or modification requirements, this may even involve visiting the site. This research report will give an overview of the fundamental principles behind truss repair that inform the truss designer's approach in all truss scenarios. One source of confusion within the wood truss industry is the difference between a truss repair and a truss modification. Truss repairs can be summed up as restoring a truss back to its original shape and strength in situations where damage has caused a change or a reduction in either. Truss modifications occur when a truss profile, loading, and/or bearing conditions must be altered to fit a situation for which the original truss was not designed. This report will cover the key concepts involved with a truss repair. Key Definitions: panel length L — peak 12 slope truss plate heel \\\/�— web v bearing overhang panel splice point span (out -to -out of bottom chord length Figure 1: Truss Terminology top chord continuous lateral brace overall height wedge X'- bottom chord Plywood or OSB Gusset -• Nail -on Plate Lumber Scab Figure 2: Examples of Repairs cantilever SRR No. 1506-06 Truss Repairs Copyhght©2015 Page 3 of 9 SBCA Research Report Original Truss Member Scab Break Location Figure 3: Scab Repair Original Member(s) Gusset Figure 4: Gusset Repair SRR No. 1506-06 Truss Repairs Copydght©2015 Page 4 of 9 SBCA Research Report Background: Common situations that require repairs include: damage to the truss from storage and delivery, handling, installation, adverse environments, fire, and manufacturing mistakes. Whatever the reason for a repair, the principles followed by the Truss Designer are similar. The truss repair must result in a truss that is able to carry all loads intended for the truss. The material and design for a repair serves to restore the ability of broken or damaged truss members to carry the forces specified in the original Truss Design Drawing. For example, in the case of missing plates at a joint with multiple webs, Nail -on Plates, OSB or Plywood gussets are attached in place of the missing plates. To be sized appropriately, the gusset must overlap each intersecting member enough to allow for fastening that equals or exceeds the forces (axial, moment and/or shear) each member places on the joint. The number of fasteners required into each member is calculated based on the amount of force each fastener can resist in each member. Fasteners must be spaced to meet all end, edge, and row distance requirements as required by the NDS. Finally, the truss designer must check whether the gusset itself is able to resist all forces at the joint. Things to consider before repairing a truss: If a truss is damaged in the field, the truss should be laid flat on a solid, level surface and the repair completed before installing the truss. If the truss is already installed, it is important to temporarily brace or support the truss to prevent further damage to the truss and potential danger to workers before conducting the repair. A repair should not be attempted without a Truss Repair Design Drawing. Repairing a truss prior to receiving a Truss Repair Design Drawing could result in additional work and possibly removing material, if the repair detail differs from the field repair. It is important to use a repair detail that is specific to the truss and field condition being repaired, because even slight variations in truss loading or damage condition can significantly affect the repair required. If the designed repair cannot be accomplished, inform the building designer, truss designer, or truss manufacturer. Forces acting within a truss that affect repairs: Axial Forces Axial forces in relation to truss designs are forces that act on the truss parallel the truss member. Axial forces acting on truss members are either tension or compression. Tension forces pull on each truss member, whereas compression forces push on each truss member. These forces are developed through the resistance of the truss members to gravity, wind, and other design loads and, in many cases, the forces can be substantial. Shear Forces Shear force in a member is the force acting perpendicular to its longitudinal direction. Shear force is highest at joints, concentrated load locations, and bearing locations. Moment Forces Moment forces in relation to truss design are forces that cause rotation. Depending on the fixities of the joints, moment forces occur in chords and sometimes in the webs. Joints in trusses are usually subject to moment forces, and the highest joint moments usually include the heels, peak, pitch -breaks, and chord joints where large axial forces come together either at different angles and/or in opposing directions (tension versus compression). In some cases, the moment force around a joint will be greater than any of the axial forces acting upon it and not necessarily show up on the design drawing, it but will be accounted for in the design of the gusset plate. For this reason, the truss designer must always take into account all of the forces acting on a joint. Common materials used in repairs: Materials commonly found in the geographical location and ideally already at the jobsite should be used, if possible. Notify the truss designer or truss manufacturer about preferred materials for the repair, availability of special order materials, if there is a plate press on site, or additional considerations. • OSB/plywood gusset • Lumber scab • Metal nail -on plates • Truss plates applied with a portable plate press • Scab truss • Steel angles SRR No. 1506-06 Truss Repairs Copydght©2015 Page 5 of 9 SBCA Research Report • Steel side plates • LVL or other engineered wood • Nails • Screws • Bolts • Adhesives Some adhesives create an excellent bond with the wood, providing greater strength than the wood itself. Application conditions must be considered including: temperature, moisture, surface condition of the wood member, quality and supervision of labor, and cure time. Nails Nails are used in most field repairs to connect the repair material to the existing truss members. However, nails are not as efficient in connecting wood members as metal gusset plates, For example, a splice in a 2x4 SPF No. 2 member with 1000 lbs. of axial force and a load duration factor of 1.15 would take approximately 11 nails on each side of the splice to make the connections but only 5.5 sq. in. of a gusset plate. One of the main differences is the 11 nails would need to be spaced per NDS Table C11.1.6.6, which would equate to about 16" on each side of the splice using the maximum nails per row and the minimum spacing between rows. To put this in simpler terms, (1) — 3" x 0.131" gun nail is good for 94 lb& of force transfer compared to 1 sq. in. of a metal gusset plate that can transfer about 150 lbs. or 300 lbs., when considering plates on both sides. These numbers will vary depending on load duration, lumber species, plate orientation, plate type, nail diameter, and nail length. Nail design values are specified in NDS Chapter 11. Truss designers use these values and their factors, along with the forces in the truss design that were described earlier, to determine the quantity of nails required for the repair. Nail Clinching NDS 11.1.6.5 allows nails to be clinched in order to double the shear value of the fasteners installed in the gusset. To do this, gussets must be installed on both sides of the repair, and fasteners must be installed of sufficient length to pass through both gussets and the main truss member while retaining enough length to be clinched (minimum of 3/811) (see Figure 5 . The use of clinched nails allows a gusset repair to be significantly smaller than one without, allowing easier installation and more space available inside the truss following the repair. The person performing the repair should take care to make sure that, if clinched nails are specified on the truss repair drawing, they are installed. Clinching the nails affects the withdrawal value of the nail allowing more force to be transferred directly to the adjoining members. If the nails are not clinched, the force transfer is greatly reduced. Most repairs that specify clinched nails will not be sufficiently sized for fasteners without clinching. GUSSET 'CLINCH' NAS (BEND TIP OVER AGAINST GUSSET) NAIL HEAD SHOWING ON FRONT FACE NAIL TIP (DRNEN FROM OPPOSITE ME) SHOWING ON FRONT FACE Figure 5 SRR No. 1506-06 Truss Repairs Copyright©2015 Page 6 of 9 SBCA Research Report Metal connector plates used in the construction of trusses are very strong and able to transfer large amounts of force into the wood truss members, due to the material they are made of and the number of teeth that engage each member. Gusset repairs will always be significantly larger by comparison to the metal connector plate that they are replacing. To determine the proper gusset repair, the truss designer must first determine the forces originally carried by the connector plate from all intersecting truss members. Since metal plates are stronger than OSB and plywood, the truss designer must verify that the material used for the gusset is capable of withstanding the forces it will carry when installed. The truss designer must determine the thickness and type of material used for the gusset, along with material of the members being connected in order to use NDS guidelines to determine the number of fasteners that will be required on each member. When sizing the gusset, the Truss designer will make sure that all members being connected can achieve the required amount of fasteners. It is imperative for the person performing the repair to verify that the repair gusset being installed is cut and positioned as called out in the Truss Repair Drawing (larger gussets may be used). Missing Members In situations where a member is missing from a truss, the primary method of repair is to replace the missing member with a new member the same size, grade, and species as specified on the Truss Design Drawing. The responsible truss designer may allow the use of another grade or species of wood based on their analysis of the truss. The new member must be cut to fit tightly into the location as was specified on the original Truss Design Drawing. This is especially important in members/joints that have compression forces in them because design values can change due to direct wood - to -wood contact. Since the forces being transmitted from the missing member into the joint are shared by all other members at the joint, the repair from this point is treated the same as a missing or damaged connector plate. All members in the joint must be reconnected for all of the forces that are transmitted through the joint. Information that Should be Provided to the Truss Designer • If available, the original Truss Design Drawing as the truss was built. If the original truss design drawing is not available, a sketch should be provided of the existing truss, showing geometry and materials (size, species, and grades) along with size and type of connector plates. • Is the truss installed or not? o If installed, the stage of construction that the truss is currently in • Is there any interference that might affect the repair (HVAC, electrical, plumbing, etc.)? • Is the lumber damaged? If so provide: o Exact location of damage from a known location such as a panel point or bearing o Description of damage o Dimensions of the damaged area o Note any treatments applied to the truss • Is the plate or joint damaged? If so provide: o Location or the Truss Design Drawing joint number of the damaged plate or joint o Size of the damaged plate o Description of plate or joint damage o Indicate if there is damage to one or both faces of the plate/joint • Digital photos can save time explaining the site situation or circumstances. • Drawings of the damage on the TDD can also help provide additional information for the truss designer. • Available materials and or tools to complete the repair • Any other pertinent information SRR No. 1506-06 Truss Repairs Copydght©2015 Page 8 of 9 SBCA Research Report Conclusion: Though truss repair can be a complex topic, following the guidelines in this research report will ensure that the repair is completed in the safest and most economical way. When a damage condition is noticed, the truss manufacturer should be notified and provided with complete information and photos of the damage condition. Temporary bracing should be applied to the truss until a repair detail is obtained. The instructions in the repair detail should be followed completely, to prevent additional damage or rework. The repair detail should be kept and provided to the building inspector if requested. Resources - NDS National Design Specifications for Wood Construction with Commentary, ANSI/AWC NDS -2012; American Wood Council; Approval Date: Aug. 15, 2011. American National Standard. National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1 — 2014; Truss Plate Institute; Revision of ANSI/TPI 1 — 2007. Additional Resources BCS/ Building Component Safety Information: Guide to Good Practice for Handling, Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses 2013 Edition, Chapter BCSI-B5: Truss Damage, Jobsite Modifications & Installation Errors; Jointly Produced by the Structural Building Components Association and Truss Plate Institute; Updated March 2015. SRR No. 1506-06 Truss Repairs Copydght©2015 Page 9 of 9 From: chadjames88 <chadjames88@aol.com> To: CHAD <Chadjames88@aol.com> Date: Fri, Apr 27, 2018 10:44 am Attachments: image1.jpeg (51 K), image2.jpeg (52K), image3.jpeg (64K), image4.jpeg (53K) Sent from my Whone 4 Attached Images Pr From: chadjames88 <chadjames88@aol.com> To: CHAD <Chadjames88@aol.com> Date: Fri, Apr 27, 2018 11:02 am Attachments: image1.jpeg (59K), image2.jpeg (64K) Sent from my Whone 2 Attached Images K MW From: chadjames88 <chadjames88@aol.com> To: CHAD <Chadjames88@aol.com> Date: Fri, Apr 27, 2018 10:48 am Attachments: image1.jpeg (51K) Sent from my Whone 1 Attached images &4n, --m 46-00-00 3-00-00 I ` F1 (13) GD1 iD 1D(1 v r � � -'sp in N ! I i I I I o I I1pI 0 I I to s I` o _ 11-07-00 I m F1GD j I 3-05 00 I I i � D � 13) I I G) ':ILL m - - - ( 13C(!- o c Di j I 3,1 F_13) C I l i I i .p ! I ' Fl GD I i F4(3)I, o 4(3) G)� Fl GD - o f ` i D F1(13) I 1 I �f ,D( Ll 1 o, 46-00.00 300 00 MiTek Re: J2015-17 Sunroc/RockCreek4PlexFloors 12/21(ID)RP MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Snake River. Pages or sheets covered by this seal: R52622396 thru R52622418 My license renewal date for the state of Idaho is January 31, 2018. Idaho COA: 853 NAL Oc�F'SS of N Sic/?i�. 15250 N� �O 1v December 20.2017 Hernandez, Marcos IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Snake River Truss and Components, Idaho Falls, ID - 83401, 0.1-8 H i 1-24 24-0 4x6 = 4x4 = 2 3 4 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:09 2017 Page 1 ID:Q8YmCgfuwr3ZVm_got75gey7Om5-yQ5lxN3bZgkVoGh WtVw33CbDeJHw7tL<Opledcy702u 2-0-0� Truss Truss Type Qty Pty SUrlroc/RockCreek4PleXFIoofS12/21(ID)RP ro'b__ 6 7 8 Plate Grip DOL 1.00 852622396 15-17 F1A Floor 2 1 Lumber DOL 1.00 BC 0-77 Vert(FL) -0.6012-13 >392 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401, 0.1-8 H i 1-24 24-0 4x6 = 4x4 = 2 3 4 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:09 2017 Page 1 ID:Q8YmCgfuwr3ZVm_got75gey7Om5-yQ5lxN3bZgkVoGh WtVw33CbDeJHw7tL<Opledcy702u 2-0-0� SPACING- 2-M CSI. DEFL. 3x4 = 5 6 7 8 1-7-0 04 8 e - 1:32.6 4x6 = 9 10 18 0 3x6 = 4x8 = 3x4 = 3x4 = 4x8 = 3x6 = 8-84 9-6-4 1084 19-94 8-84 1-0.0 1-0.0 - 9-1-0 Plate Offsets (X,Y)— [2:0-2-0,Edge], [4:0-1-12,Edge], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [7:0-1-12,Edge], [9:0.2-4,Edge], [10:0-1-8,Edge], [12:0-2-12,Edge], [13:0-1-8,Edge], [14:0-1-8.Edael. f17:0-1-8.0-1-01.[18:0-1-8.0-1-01 LOADING (psf). SPACING- 2-M CSI. DEFL. in (loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.39 12-13 >603 480 TCDL 10.0 Lumber DOL 1.00 BC 0-77 Vert(FL) -0.6012-13 >392 360 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.09 11 n1a fda BCDL 5.0 Code IRC20121TP12007 Matrix -R LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr(flat) TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr(flat) WEBS 2x4 DF Stud/Std(flat) BOT CHORD REACTIONS. (Ib/size) 16=1067/0--4-2,11=1067/0-4-2 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2713/0, 3-4=-2713/0, 4-5=-4310/0, 5-6=-4310/0, 6-7=-4310/0, 7-8=2926/0, 8-9=-2926/0 BOT CHORD 15-16=0/1109, 14-15=0/3743,13-14=0/4310,12-13=0/3869, 11-12=0/1407 WEBS 5-14=-299/0, 6-13=-271/0, 4-14=0/932, 4-15=1154/0, 2-15=0/1796, 2-16=-1505/0, 7-13=0/836, 7-12=-1056/0, 9-12=0/1701, 9-11=1720/0 PLATES GRIP MT20 220/195 Weight: 90 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 20,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED 69TEK REFERENCE PAGE hW7473 rev. 10103MIS BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer most verify the applicability of design parameters and properly incorporate this design into the overall building building design. Bracing indicated is to prevent budding of individual truss web andfor chord members only. Additional temporary and permanent bracing Welk' l is always required for stability and to prevent collapse with possible personal iryury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss system. see ANSVrM1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety information available from Truss Plate Institute, 218 N. Lee Sheet, Suibe 312, Al.xandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type ty Qy Pl Sunroc/RockCreek4PlexFloorsl22l(ID)RP 2-0-0 2-0-0 2-0-0 W i 1-9-4 Plate Offsets (X,Y)— [11:0-1-8 Edge] [23:0-1-8 0-1-01. [24:0-",0-1-01 852622397 J2015-17 F1AG Floor Supported Gable 2 1 (loc) t/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Job Reference (optional) Snake River Truss and Dompdnents, Idaho Falls, ID - 83401, 0*8 1 2 22 21 3x4 = 3 4 5 6 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:09 2017 Page 1 ID:Q8YmCgfuwr3ZVm_got75gey7Om5-yQ5lxN3bZgkVoGh W[Vw33CbLGJTi75QXOpledcy702u 0-K8 Scale = 1:32.8 7 8 9 10 11 24 1C? � 20 19 18 17 16 15 14 13 12 3x4 = 2-0-0 470-0 6-0-0 6-0-0 10 0 + 12-0-0 14-0-0 16-0-0 18-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 W i 1-9-4 Plate Offsets (X,Y)— [11:0-1-8 Edge] [23:0-1-8 0-1-01. [24:0-",0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) t/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0. Lumber DOL 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 12 n/a n/a BCDL 5.0 Code IRC2012lrP12007 Matrix -R Weight: 72 Ib FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.t&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 OF Stud/Std(flat) REACTIONS. All bearings 19-9-4. (lb) - Max Grav All reactions 250 Ib or less atjoint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown- NOTES - 1) All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MN -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a tmss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPIt Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. SS\ONAL FNC 15250 IS' �o ps F OF A. HER December 20,2017 MI -Tek' 7777 Greenback Lane - Truss Truss Type Qty Ply Sunroc1RockCreek4PlexFloorsl2/21(ID)RP �J2 LOADING (psfl R52622398 5-17 F16 Floor 26 1 in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 Job Reference (optional) Jnake Klvef I russ an0 uomponentS, 0-1-8 1-2-4 24-0 1 4x6 = 2 3 laano Falls, ID - 83401, 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:10 2017 Page 1 ID: Q8YmCgfuwr3ZVm_got75gey70m5-Qce78j4DK_sMPQGjRCR IcQ8PPjeysLVgFT1 C92y702t 2-M 1-2-0 0.1u8 314 = 3x4 = 4x6 = 4 5 6 7 8 9 10 3x6 = 4x8 = 3x4 = 3x4 = 4x8 = 3x6 = 18 0 4 Plate Offsets (X,Y)— [2:0-2-4,Edge], [4:0-1-12,Edge], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [7:0-1-12,Edge], [9:0-2-4,Edge], [10:0-1-8,Edge], [12:0.2-12,Edge], [13:0-1-8,Edge], 04:0-1-8,Edge1 [15:0-3-12,Edgel, [17:0-1-8,0-1-01 f18:0-1-8,0-1-01 LOADING (psfl SPACING- 24)-0 CSI. DEFL, in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.35 14-15 >657 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(rL) -0.54 14-15 >428 360 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code IRC2012/1P12007 Matrix -IR Weight: 89 Ib FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.t&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 16=1046/0-4-2, 11=1046/0-2-2 FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2648/0, 3-4=-2648/0, 4-5=-4139/0, 5-6=-4139/0, 6-7=-4139/0, 7-8=-2648/0, 8-9=2648/0 BOT CHORD 15-16=0/1087, 14-15=0/3634, 13-14=0/4139, 12-13=0/3634, 11-12=0/1087 WEBS 5-14=-281/0, 6-13=-281/0, 4-14=0/872, 4-15=110510, 2-15=0/1748, 2-16=-1475/0, 7-13=0/872, 7-12=1105/0, 9-12=0/1748, 9-11=-1475/0 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. AWARNING - Verify design p—t— and READ NOTES ON TMS AND INCLUDED AVTEK REFERENCE PAGE Mf1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with kM7ek0connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or droll members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal inyury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss system. see ANSVTPIt Quality Criteria, DSB-89 and BCS] Building Component safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. o��sc,\�ONAC� 15250 7,p�'pS F OF A. HEP December 20,2017 MiTek 7777 Greenback Lane Job Truss Truss Type Qty Ply SunroafRockCreek4PlexFloorsl2/21(ID)RP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.1810-11 >853 480 852622399 J2015-17 PiC Floor 4 1 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.02 8 n/a n/a Job Reference (optional) Snake Hlver l fuss and components, Idaho Falls, ID - 83401, 0-1-8 H 1 1-2� 24-0 3x4 = 2x4 II 2 3 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:112017 Page 1 ID:Q8YmCgfuwr3ZVm_got75gey70m5-voCVL35r5H_Dlary_wyX9dgdL72vbobpU7nlhVy702s 3x12 = 3x6 II 4 5 _� 1-11-2 ale = 1:21.5 3x6 11 4x12 = 6 7 0 i 3x6 = 3x6 = 3x4 = 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.1810-11 >853 480 MT20 2201195 TCDL 10.0 Lumber -DOL 1.00 BC 0.48 Vert(TL) -0.3110-11 >496 360 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IRC2012/TPI2007 Matrix -R Weight: 68 Ib FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=701/0-3-8,12=69410-4-2 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 7-8=720/0, 2-3=1579/0, 34=-1583/0,4-5=-1444/0, 5-6=-1444/0, 6-7=-1444/0 BOT CHORD 11-12=0/710, 10-11=0/1972, 9-10=0/1444 WEBS 6-9=-686/0, 4-10=-639/0, 4-11=436/0, 2-11=0/973, 2-12=963/0, 7-9=0/1643 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 15250 CP �o 7.�pS F of= A. VHi December 20,2017 WARNING -Verify design parameters and READ NOTES ON TMS AND INCLUDED MTEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mfrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall ;�ek building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI l is always required for stability and to prevent collapse with possible personal k*ry and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSViP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Mrfomration available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Sunroc/ROckCreek4PlexFloorsl2/21(ID)RP PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 852622400 J2015-17 FlD Floor 12 1 BC 0.57 Vert(TL) -0.48 11-12 >385 360 BCLL 0.0 Rep Stress Incr Job Reference o tional AnaKe KIver I fuss ana tiomponems, loan taus, IU - tI64u1, 0-1-8 H 1 1-2-0 2-4-0 2x4 11 214 = 1 1 3x6 = 2x4 II 2 3 ti. 1w s Sep 15 101 f MI I eK (nuslfles, Inc. wed Dec 20 16:57:112017 Page 1 ID:Q8YmCgfuwr3ZVm_got75gey7Om5-voCVL35r5H_D1ar\wyX9dgaa7lTbrSpU7nIhVy702s i 2-M 2-1-10 S e = 1:25.8 3x4 = 2x4 II 2x4 II 3x6 = 3x4 11 4 5 6 7 8 3x6 = 3x8 = 3x4 = 3x6 = 3x6 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (ktc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.31 11-12 >594 480 W20 2201195 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(TL) -0.48 11-12 >385 360 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code IRC2012rrP12007 Matnx-R Weight: 71 Ib FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 DF 240OF 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 240OF 2.oE(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=834/0-4-2, 9=840/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2012/0, 3-4=-2012/0,4-5=-2470/0, 5-6=2470/0, 6-7=-2470/0 BOT CHORD 12-13=0/867, 11-12=0/2574, 10-11=0/2470, 9-10=0/1369 WEBS 6-10=-422/0,'4-11=306/315, 4-12=630/0, 2-12=0/1283, 2-13=-1176/0, 7-10=0/1239, 7-9=-1552/0 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 15250 7 �� �� 1,6 9�,o TE o F S A. HERS December 20,2017 AWARNING - Verify desW parameters amf READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil. 7473 rev. 10413/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the buikfirg designer most verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pemrenent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and thus systems, see ANSVTPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 citrus Heights. CA 95610 Job - Truss Truss Type Qty Ply Surkoc/RockCreek4PlexFloorsl221(ID)RP Plate Offsets (X,Y) - 119:0-1-8,0-1-01 LOADING (psf) SPACING- 2-0-0 R52622401 J2015-17 F1 DG Floor Supported Gable 2 1 Plate Grip DOL 1.00 TC 0.15 Vert(LL) n/a - n/a 9% MT20 220/195 Job Reference o tional zinaKe River 1 niss aria components, Iaano rants, lu - 63401, 01148 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 2016:57:12 2017 Page 1 ID:Q8YMCgfuwr3ZVm_got75gey70m5-N?mtZP6Usb64fkP5YdUmhrDshXVLKSgzjn WIDxy702r Scale= 1:25.8 1 2 3 4 5 6 7 8 1 3x4 I I 9 0 v 18 17 16 15 14 13 12 11 10 3x4 = 3x4 II -00 12 + 14-0-0 i 15-6-6 2-0 0 0 2-0-0 200 2-0-0 2-0-0 Plate Offsets (X,Y) - 119:0-1-8,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) V/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) n/a - n/a 9% MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 10 n/a n1a BCDL 5.0 Code IRC2012/TP12007 Matrix -R Weight: 58 Ib FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1 &Btr(flat) TOP CHORD Structural wood sheathing directly applied or 640-0 oc purlins, BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 15-6-6. (lb) - Max Grav All reactions 250 Ib or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 15250 v �� �0 F `op PCO HEP` December 20,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473 rev. 101MM13 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal inpprry and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality criteria, DSB-89 and BCSI Budding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 citrus Heights, CA 95610 Job TrussTruss Type Qty Pty Sunroc/RockCreek4P]exFloorsl221(ID)RP 6 7 8 9 10 11 852622408 J2015-17 F3A Floor 13 1 20 TC 0.64 Vert(LL) -0.40 1617 >604 480 MT20 220/195 TCDL 10.0 Job Reference tional bnaxe Klver 1 fuss aria uomponems, wand taus, IU - t434u1, 0-1-8 H 1 1-8-2 2-4-0 11 3x4 = 4x8 = 3x6 FP = 2 3 4 5 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:16 2017 Page 1 ID:Q8YmCgf Na,3ZVm_.got75gey70m5-Fm00Pm9_wgdV7LjsnTYishOQ_8gVG3_YdPUWMiy702n r 2—"1-8-2 aha _ - 1:33.6 3x6 = 4x8 = 3x4 = 3x4 = 3x8 M18SHS FP = 4x8 = 3x8 = 1 9-2-2 3x4 = 10.2-2 11-2-2 20-4-4 4x8 = 1-0-0 1-0-0 6 7 8 9 10 11 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 20 TC 0.64 Vert(LL) -0.40 1617 >604 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 3x6 = 4x8 = 3x4 = 3x4 = 3x8 M18SHS FP = 4x8 = 3x8 = 1 9-2-2 10.2-2 11-2-2 20-4-4 9-2-2 1-0-0 1-0-0 Plate Offsets (X,Y)— [5:0-1-12,Edge], [6:0-1-8,Edge], [7:0-1-B4O-0-0], [8:0-1-12,Edge], [11:0-1-8,Edge], [13:0-2-12,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [17:0-3-12,Edge], f19:0.".0-1-01. [20:0-1-8,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.40 1617 >604 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Velt(TL) -0.62 16-17 >390 360 M18SHS 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code IRC2012/TP12007 Matrix -R Weight: 92 Ib FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 12=1099/0-2-2,18=1099/0-2-2 FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3084/0, 3-5=3084/0, 5-6=-4574/0, 6-7=-4574/0, 7-8=-4574/0, 8-9=3084/0, 9-10=-3084/0 BOT CHORD 17-18=0/1523, 16-17=0/4070, 15-16=0/4574, 13-15=0/4070, 12-13=0/1523 WEBS 6-16=291/0, 7-15=-291/0,5-16=01901,5-17=-1105/0,2-17=011749,2-18=-1829/0, 8-15=0/901, 8-13=1105/0, 10.13=0/1749, 10-12=1829/0 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12, 18. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARMNG - Venfy design P. -meters and READ NOTES ON TMS AND INCLUDED MMK REFERENCE PAGE UX -7473 rev. 1"3)2015 BEFORE USE. Design valid for use only with MTeI® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer most verify the applicabiirty of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and7or chord members only. Additional temporary and permanent Malang is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, emction and bracing of trusses and truss system, see ANSVTP11 Quality Criteria, DS0419 and BCSI Building Component Safety Information available tram Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 15250 �9�pS F OF A . HER December 20,2017 MiTek' 7777 Greenback Lane Job Truss Truss Type Qty Ply SunroGRockCreek4PlexFkx)rs1221(ID)RP Plate Grip DOL 1.00 TC 0.60 TCDL 10.0. R52622402 J2015-17 F1GD Floor Girder 4 n L NO WB 0.86 BCDL 5.0 Code IRC2012JTPI2007 Matrix -R Job Reference(optional) bnaKe Kiver I loss ana components, Idaho Taus, lu - 63401, 2-3-7 4x8 = 2x4 11 2 3,8 = 3 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:12 2017 Page 1 ID:Q8YmCgfuwr3ZVm_got75gey7Om5-N?mtZP6Usb64fkP5YdUmhrDlfX12KFNzjnWl Dxy702r 2X4 11 4x12 = 4 5 Scale = 1:21.4 4x4 11 6 5x8 = 5x14 = 2.4 11 3x12 = 2.4 II 5x8 = LOADING (pst) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 TCDL 10.0. Lumber DOL 1.00 BC 0.87 BCLL 0.0 Rep Stress Incr NO WB 0.86 BCDL 5.0 Code IRC2012JTPI2007 Matrix -R DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.22 9-10 >681 480 MT20 2201195 Vert(TL) -0.34 9-10 >443 360 Horz(TL) 0.05 7 n/a Na LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&BIT TOP CHORD BOT CHORD 2x6 DF 1800E 1.6E WEBS 2x4 DF Stud/Std *Except* BOT CHORD 1-12,6-7: 2x6 OF 180OF 1.6E 1-11: 2x4 DF 180OF 1.6E or 2x4 DF No.t&Btr REACTIONS. (Ib/size) 12=3572/0-5-8, 7=3323/0-5-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12=2354/0, 6-7=-303/0,1-2=6989/0, 2-3=-6969/0, 3-4=-10807/0, 4-0=-10807/0, 5-6=-1263/0 BOT CHORD 11-12=0/1319, 10-11=0/10883, 9-10=0/10883, 8-9=0/7640, 7-8=017640 WEBS 3-10=0/1232, 5-8=01944, 1-11=0/6026, 3-11=-4185/0, 5-9=0/3404, 5-7=-6778/0 Weight: 133 tb FT= 11 % Structural wood sheathing directly applied or 3-7-13 OC purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 832 Ib down at 0-11-4, 830 Ib down at 2-11-4,830 Ib down at 4-11-4, 830 Ib down at 6-11-4,174 Ib down at 8-3-12,174 Ib down at 8-11-4, 830 Ib down at 8-11-4, and 174 Ib down at 10-11-4, and 830 Ib down at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ll�G LOAD CASE(S) Standard C// 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) 15250 Vert: 7-12=10, 1-6=100 Concentrated Loads (lb) N O Vert: 11=830(6) 13=832(B) 14=830(8) 15=830(6) 16=174(F) 17=-1004(1`=174, B=830) 18=-1004(1`=174, B=830) 7, A Q C'p TF OF `S A. HE�� December 20;2017 AWARNING - Verity design par—ler. and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M 1.7473 rev. 19Po9/La15 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MR building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal kyury and property damage. Por general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Comporrent 7777 Greenback Lane Safety Infonnatim available from Truss Plate Institute, 218 N. Lee Street, Buie 312, Alexandria, VA 22314. Suite 109 Job - Truss Truss Type Qty Ply Sunroc/RockCreek4PtexFloors1221(ID)RP 852622403 J2015-17 F2A Floor 13 1 Job Reference !tonal Jnake Klver I fuss and components, loano rails, ID -83401, 0-1-8 H 1 1-3-10 2-4-0 416 = 3x4 = 2 3 4 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:13 2017 Pagel I D: Q8YmCgfuwr3ZVm_got75gey70m5-rBKFml76dvExGt_H6L??E2mwSxgT3i E6xR GsmNy702q i—M 13-10 04 8 1 N8, 1. 3x4 = 4x6 = 5 6 7 8 9 10 3x6 = 4x8 = 3x4 = 3x4 = 4x8 = 3x6 = Plate Offsets (X,Y)— [2:0-2-4,Edge], [4:0-1-12,Edge], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [7:0-1-12,Edge], [9:0-2-4,Edge], [10:0-1-8,Edge], [12:0-2-12,Edge], [13:0-1-8,Edge], [14:0-1-8.Edael, [15:0-3-12.Eduel, [17:0-1-8,0-1-01. [18:0-1-8,0-1-01 LOADING (psf), SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.36 14-15 >644 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.55 14-15 >419 360 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.09 11 n1a n/a BCDL 5.0 Code IRC2012/TPI2007 Matrix -R Weight: 90 Ib FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=1058/0-2-2,11=1058/0-2-2 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2748/0, 311=-2748/0, 4-5=-4239/0, 5-6=4239/0, 6-7=-4239/0, 7-8=2748/0, 8-9=-2748/0 BOT CHORD 15-16=0/1186, 14-15=0/3734, 13-14=0/4239, 12-13=0/3734, 11-12=0/1186 WEBS 5-14=-283/0, 6-13=-283/0, 4-14=0/879, 4-15=1105/0, 2-15-0/1749, 2-16=1552/0, 7-13=0/879, 7-12=1105/0, 9-12=0/1749, 9-11=-1552/0 NOTES - 1) Unbalanced floor live loads have been Considered for this design. 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16, 11. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,&WARNING - Verify deafgn Parameters and READ NOTES ON THIS AND INCLUDED 00TEK REFERENCE PAGE M0-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. bracing indicated is to prevent buckfig of individual truss web and/or chord members only. Additional temporary and permanent bracing is akvays required for stability and to prevent collapse with possible personal injury and property damage. Fo general guidance regarding the fabrication, storage, delivery, erection and tracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Tnss Plate institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. NAL 15250 9�0q�F of Vo QUO S A HE�� December 20,2017 3 LEa Milek 7777 Greenback Lane Job Truss Truss Type Qty Ply SunroGRockCreek4PlexFloorsl2l2l(ID)RP Plate Offsets (X,Y)- H 1:0-1-8.Edge), [23:0-1-8,0-1-01. (24:0-1 .41-01 LOADING (pst) SPACING- 2-0-0 852622404 J2015-17 F2AG Floor Supported Gable if TCLL 40.0 1 TC 0.15 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 Job Reference (optional) JnaKe rover I russ and t;omponents, Ioano rags, IU - 83401, 0-h8 1 2 22 21 3x4 = 3 4 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:14 2017 Page 1 ID:Q8YmCgfuwr3ZVm_got75gey7Om5.JNue_57kOCMoul ZUg2 WEmGICAKAroMeGA5?Plpy702p 0-h8 Scale = 132.6 5 6 7 8 9 10 11 24 0 v 13 12 3x4 = 4-0.0 20 19 18 17 16 15 14 1__ 12-0-0 14-0-0 1 16-0-0 18-0-0 19-7 2-0-0 2-0.0 2-0-0 2-0.0 2-0-0 2-0-0 2-0-D 2-0_0 2-0.0 Plate Offsets (X,Y)- H 1:0-1-8.Edge), [23:0-1-8,0-1-01. (24:0-1 .41-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loC) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 12 n/a n/a BCDL 5.0 Code IRC2012(1P12007 Matrix -R Weight: 711 Ib FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF NoA &Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 19-7-4. (lb) - Max Grav All reactions 250 Ib or less at joint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom Chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (j.e_ diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 20,2017 i WARN/NG - Verify design paranwfera and READ NOTES ON THIS AND INCLUDED ABTEK REFERENCE PAGE AIN -7473 rev. 10=2015 BEFORE USE. Design valid for use onty with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the budding designer most verity the applicability of design parameters and properly incorporate this design into the overall ;� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is atways required for stability and to prevent collapse with possible personal kyury and property damage. For general guidance regarding the Mllel" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus He" hts CA 95610 Job Truss 8- 10 Qty Ply SunrocJRockCreek4PlexFlOofsl2/2l(ID)RPJ2015-17 10 Frusspe 3- 852622405 F26 2 1 1-0-0 2-5-0 Plate Offsets (X Y)— f2:0-1-8 Edgel f4:0-5-4 Edge] [6-0-3-0 0-0-01 fT0-3-0 Edgy [9-0-1-8 Edge] [10-0-1-8 Edge] fl l :0-2.8 Edge] f Job Reference (notional) Snake River Truss and Components, Idaho Falls, ID - 83401, 0-1-8 H. 1-3-10 2-4-0 2x4 II 214 = 3x4 = 2x4 II 1 2 3 3x6 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:14 2017 Page 1 I D: Q8YmCqfuwr3ZVm_got75gey70m5-JNue_57kOC Mou 1 ZUg2 WEmG I8bK3Qo9tGA5?P I py702p 2-0-s S e=121.8 3x12 = 3x6 11 3X6 11 4x12 = 4 5 6 7 11 10 9 4x6 = 3x6 = 3X4 = 3x4 11 3- 8- 10 10 1I 10 -1 3- 8810 1-0-0 1-0-0 2-5-0 Plate Offsets (X Y)— f2:0-1-8 Edgel f4:0-5-4 Edge] [6-0-3-0 0-0-01 fT0-3-0 Edgy [9-0-1-8 Edge] [10-0-1-8 Edge] fl l :0-2.8 Edge] f 13 0-1-8 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.1910-11 >838 480 MT20 2201195 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(TL) -0.3210-11 >490 360 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code IRC2012ffP12007 Matrix -R Weight: 69Ill FT=20%F, 11ekE LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud/Std(flat) BOT CHORD REACTIONS. (Ib/size) 8=71310-3-8,12=70710-2-2 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-730/0, 2-3=1646/0, 3-4=-1650/0, 4-5=-1512/0, 5-6=-151210, 6-7=-1512/0 BOT CHORD 11-12=0/777, 10-11=0/2043, 9-10=011512 WEBS 6-9=-681/0, 4-10=-648/0, 4-11=-44010, 2-11 =01974, 2-12=1015/0, 7-9=0/1700 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. WARNING - Verily design pararneters and READ NOTES ON THIS AND INCLUDED 119TEK REFERENCE PAGE MO -7473 rev. 10.X12015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer most verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal egury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and tracing of trusses and thus systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Infomtatio0 available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. December 20,2017 vi iek' 7777 Greenback Lane Job f6'0 -1-80-0-0]x[7 Truss TypeqtyPly Edge] [11'0-1-8 Edoe], [72'0-3-8 Edgej, [14:0-1-8 0-1-01 LOADING (psf) Sunroc/RockCreek4PlexFloorsl22l(ID)RPFloor TFIC CSI. DEFL. in (loc) Well Ud PLATES GRIP 852622406 Plate Grip DOL 1.00 6 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Job Reference (optional) JnaKe Klvef I fuss and uomponents, laano taus, IU - w64u1, 0-1-8 H 1 1-3-10 241-0 3X6 = 2x4 11 2 3 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Dec 20 16:57:15 2017 Page 1 ID: Q8YmCgfuwr3ZVm_got75gey7Om5-naSOBR8M9 WUfWB8gDll TJTrGUkNGXfRPPIIzgGy702o 2-0-0 3x4 = 2x4 1 2x4 11 4 5 6 2-3-0 S6,ale=1:26.1 3x6 = 3x4 11 7 8 3x6 = 3XB = 3x4 = 3x6 = 3x6 = Plate Offsets (X Y)— [2:0-2-8 Edge] [5'0-1-8 Edi], f6'0 -1-80-0-0]x[7 0-2-12 Edge [10'0-1-8 Edge] [11'0-1-8 Edoe], [72'0-3-8 Edgej, [14:0-1-8 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.32 11-12 >588 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.49 11-12 >382 360 BCLL 0.0 Rep Stress Incr YES WB 0.65 HOrz(fL) 0.04 9 n/a n/a BCDL 5.0 Code IRC2012/TPI2007 MatrixR Weight: 72 lb FT=20%F,11%E LUMBER- BRACING - TOP CHORD 2x4 DF 240OF 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 240OF 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=847/0-2-2, 9=853/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2092/0, 3-4=-2092/0, 4-5=-2549/0, 5-6=2549/0, 6-7=-2549/0 BOT CHORD 12-13=0/947, 11-12=0/2655, 10-11=0/2549, 9-10=0/1452 WEBS 6-10=-420/0,'4-11=312/322, 4-12=630/0, 2-12=0/1283, 2-13=-1238/0, 7-10=0/1244, 7-9=1629/0 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. WARNING -Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mi Tek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the buiding designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal krlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss system, see ANSVfPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Tress Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 15250 7,A�'ps F O F A HEp` December 20,2017 n..._.� MITek' 7777 Greenback Lane Job Truss Truss Type qty Pty S --r MockCreek4PlexFloors1221(ID)RP Plate Offsets (X.Y)- fl:Edge,0-1-8] [9:0-1-8,Edgel, f18:Edge.0-1-8], [19:0-1-8,0-1-01 LOADING (psf) SPACING- 2-0-0 852622407 J2015-17 F2CG GABLE 1 1 Plate Grip DOL 1.00 TC 0.16 Vert(LL) n/a n/a 999 MT20 220/195 Job Reference tional Snake River I fuss and Uomponents, Marto Fans, ID -63401, 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:15 2017 Page 1 I D:Q8YmCgfuwr3ZVm_got75gey7Om5-naSOBRBM9WUfWB8gDl1 TJTrNpkW4XpvPPllzgGy702o Scale = 1:26.1 3x4 11 1 2 3 4 5 6 7 8 9 19 0 v �<XXXXVYX5�XXXXXXXI�VV,Vyvy L JXXXXXXXX 18 17 16 15 14 13 12 11 10 3.4 I 3x4 = 12-M115-9-9-20 I 2 -0 -0 2-0 2-0-0 2-0-0 Plate Offsets (X.Y)- fl:Edge,0-1-8] [9:0-1-8,Edgel, f18:Edge.0-1-8], [19:0-1-8,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0. Lumber DOL 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(rL) 0.00 10 n/a n/a BCDL 5.0 Code IRC20121TP12007 Matrix -R Weight: 58 Ib FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.t&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.t&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 15-9-2. (lb) - Max Grav All reactions 250 Ib or less at joint(s)18, 10, 17, 16, 15, 14, 13, 12, 11 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ®WARNING - Verily design Parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mg -7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a firms system. Before use, the building designer must verify the applicability of design parameters and prop" incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII (duality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Sg10�NSF 15250 y�A �° w 9�,o TF OF `04 PCO `S A. HE�� December 20,2017 MiTek' 7777 Greenback lane Job Truss 1 18-0-0 2 Qty Ply SunroGRodcCreek4PlexFloorsl221(ID)RP Plate Offsets (X.))— f12:0-0-12.0-0-01, f13:0-0-12.0-0-01, fl7:Edge 0-1-0) f26:0-1-8.0-1-01.12 FFrted LOADING (psf) SPACING- 2-0-0 R52622409 J2015-17 F3AG Gable 1 1 TC 0.22 Vert(LL) n/a n/a 999 MT20 2201195 TCDL 10.6 Job Reference tional J taKe Rwef i runs ago t.Omponents, tuano rags, lu - 03407, 0-F1 fs 1 2 25 24 3x4 = 3x6 FP = 3 4 5 6 6.130 S Sep lb 2U1 / MI I eK InOUStneS, IOC. Wed DeC 2U 16:57:17 2017 Pagel I D: Q8YmCgfuwr3ZVm_got75gey7Om5-jyZmc6Ach71MI V I3LA3xOuwiLYC O?j Nis3E3v8y702 m 0-K3 Scale = 133.7 7 8 9 10 11 3x4 = 12 13 270 11T 14 3x6 = 23 22 21 20 19 18 17 16 15 3x8 FP = 4-M 8-0-0 10-0-0 12 1 18-0-0 2 2-0-0 2-0-0 2-0-0 2-0-0 2-0.0 2-0-0 -0-0 2-0-0 2-0A 2-0-0 Plate Offsets (X.))— f12:0-0-12.0-0-01, f13:0-0-12.0-0-01, fl7:Edge 0-1-0) f26:0-1-8.0-1-01.12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) n/a n/a 999 MT20 2201195 TCDL 10.6 Lumber DOL 1.00 BC 0.03 Vert(TL) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 14 n/a n/a BCDL 5.0 Code IRC2012rFP12007 Matrix -R Weight: 75 Ib FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1 &Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 OF Stud/Std(flat) REACTIONS. All bearings 20-4. (lb) - Max Grav All reactions 250 Ib or less at joint(s) 25, 14, 24, 23, 22, 21, 20, 19, 17, 16, 15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ALWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED 1WTEK REFERENCE PAGE Mll-7473rev. ldW/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters drown, and is Foran individual building component, not a truss system. Before use, the building designer most verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal kllury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPIl Quality Criteria, DSB-89 and BCSI Building Component Safety kFformation available from Tress Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ONAL FNS Q4 S �FF�p 15250 U, �o v�C, F O F0. A HEQ` December 20,2017 Mi Tek' 7777 Greenback Lane 7 Job Truss Truss Typeqty CSI. Ply SunroGRockCreek4PleXFloorsl2/21(ID)RP I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 852622410 J2015-17 F3B Floor 2 1 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.3510-11 >470 Job Reference footionall Snake River Truss and Components, Idaho Falls, ID - 83401, 0-1-8 H 1 1-8-2 2-4-0 3x4 = 2x4 II 2 3 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 2016:57:17 2017 Pagel ID: Q8YmCgfuwr3ZVm_got75gey7Om5-jyZm c6Ach71MIV I3L-A3xOuwfgY4T?U?is3E3v8y702 m 2-0-0 2-5-0 4.le = 1:23.1 3x12 = 3x6 II 3x6 II 4x12 = 4 5 6 7 3x6 = 3x6 = 3x4 = 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.21 10-11 >788 480 TCDL 10.Q Lumber DOL 1.00 BC 0.54 Vert(TL) -0.3510-11 >470 360 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code IRC2012/TPI2007 Matrix -R LUMBER- BRACING - PLATES GRIP MT20 220/195 Weight: 72 Ib FT = 20%F, 11 %E TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=755/0-3-8, 12=748/0-2-2 FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=764/0, 2-3=1873/0, 3-4=-1877/0, 4-5=-1743/0, 5-6=-1743/0, 6-7=-1743/0 BOT CHORD 11-12=0/1005, 10-11=0/2283, 9-10=0/1743 WEBS 5-10=0/260, 6-9=-675/0, 4-10=677/6, 4-11=-454/0, 2-11=01972, 2-12=1207/0, 7-9=0/1904 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. A WARNING - Verify, design parameters and READ NOTES ON TMS AND INCLUDED MTEK REFERENCE PAGE MA -7473 nw. 1000.3/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSVTPI1 quality Criteria, DSB-89 and BCS1 Building Component Safety 1rNormation available from Truss Plate lnstihrte, 218 N. Lee SaeeL Suite 312, Alexandria, VA 22314. 15250 N> �O INj OF \Op `s A HERS QUO . December 20,2017 :7 II MiTek' 7777 Greenback Lane Job Truss Truss Type y Sunroc/RockCreek4PiexFloorsl2/2l(ID)RP852622411 16-6-2 71QP' F3C1 Floor Plate Offsets (X,Y)— [2:0-2-8,Edge], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [7:0-2-8,Edge], [8:0-0-12,0-0-0], [10:0-5-8,Edge], [11:0-0-12,0-0-0], 112:0-1-8,Edgel, [13:0-1-8,Edge], [14:0-0-8.Edgel. [16:0-1-8.0-1-01 Job Reference (optional) JnaKe Kiver I Russ aria t;omponents, mano cans, IU - 83401, 0-1-8 H 1 1-8-2 i 2-4-0 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:18 2017 Page 1 I D: Q BYm C gfuwr3ZVm_got75gey70m5-B978pSAESRtDNftFvuaAx6TnbyPZkO8r5jzd Rby7021 2-0-0 0 z5cae = 1:27.2 2x4 11 2x4 = 3x6 = 2x4 II 3x4 = 2x4 11 2x4 11 3x8 = 4xB = 1 2 3 4 5 6 7 8 9 3x6 = 3x8 = 3x4 = 3x6 = 4x12 = i 9-2-2 10-2-2 11-2-2 16-6-2 9-2-2 Plate Offsets (X,Y)— [2:0-2-8,Edge], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [7:0-2-8,Edge], [8:0-0-12,0-0-0], [10:0-5-8,Edge], [11:0-0-12,0-0-0], 112:0-1-8,Edgel, [13:0-1-8,Edge], [14:0-0-8.Edgel. [16:0-1-8.0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.Q0 TC 0.64 Vert(LL) -0.33 13-14 >585 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(TL) -0.52 13-14 >377 360 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code IRC2012/TPI2007 Matrix -R Weight: 78 Ib FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 DF 240OF 2.OE(flat) TOP CHORD BOT CHORD 2x4 DF 240OF 2.0E(flat) WEBS 2x4 DF Stud/Std(flat) BOT CHORD REACTIONS. (lb/size) 10=894/Mechanical, 15=888/0-2-2 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-829/0, 2-3=2362/0, 34=2362/0, 4-5=2823/0, 5-6=-2823/0, 6-7=2823/0, 7-8=-284/0, 8-9=-284/0 BOT CHORD 14-15=0/1218, 13-14=0/2925, 12-13=0/2823, 11-12=0/1705 WEBS 6-12=-423/0, 4-13=327/343, 4-14=-630/0, 2-14=0/1281, 2-15=-1463/0, 7-12=0/1288, 7-11=-1591/0, 8-11=-315/0,9-11=011010 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. O��SS10�AL Q�. 15250 �(P �0Z/j �C�p TF F `S A. H��� December 20,2017 ,&WARNING - Verily design paranxte s and READ NOTES ON THIS AND INCLUDED h1rTEK REFERENCE PAGE ANY -7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer most verify the applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k - is aways Required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job � Truss 2-0-0 2-11 2-0-0 2-0-0 2-0-0 Qty Pty Sunroc/RockCreek4PlexFloorsl2/21(ID)RP852622412 LOADING (psf) SPACING- 2-0-0 7',russST.,PpPe. DEFL. in (loc) I/deft Ud PLATES GRIP J2015-17 F3CG rted Gable 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) n/a n1a 999 Job Reference (optional) JnaKe Itrver I russ and components, Nano Fans, Iu - 63401, 0-H8 8.130 s Sep 152017 MiTek Industries, Inc. Wed Dec 20 16:57:19 2017 Pagel ID:Q8YmCgfuwr3ZVm_got75gey7Om5-gLhX1oBtDl?4 oSRSb6PTJ03zLumTdt?KMjAzly702k Scale= 1:27.4 1 2 3 4 5 6 7 8 2 3x4 11 9 10 20 19 18 17 16 15 14 13 12 11 3x4 = 3x4 I 1 2-0-0 4:_" I 6-0-0 8-0.0 10-0-0 12-0-0 14-0-0 16-0-0 16-6-2 2-0-0 2-11 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 0-6-2 Plate Offsets (X,Y)— j21:0-1-8.0-1-] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code IRC20121TPI2007 Matrix -R Weight: 62 lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.t &Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 16-6-2. (lb) - Max Uplift All uplift 100 Ib or less at joints) 11 Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12 FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 11. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 0NAL 15250 46 -per p9�F OF S A H�-_ December 20,2017 AWAPWNG - Verify desrgn parameters and READ NOTES ON TNr3 AND OWLUDEDWYErr REFERENCE PAGE AW7473 rev. 10!0312015 BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web andfor chard members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback lane et, Safety Information available from Truss Plate Institute, 216 N. Lee StreSuie 312, Alexandria, VA 22314. suite 109 Chrus Heights, CA 95610 Job Truss pe Qty Ply SunroJRockCreek4PlexFloors1221(ID)RP852622413 FFI= J2015-17 F4 12 1 Job Reference (optional) Snake River Truss and Components, Idaho Falls, ID - 83401, 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:19 2017 Page 1 ID:Q8YmCgfuwr3ZVm_got75gey70m5-gLhX1 oBtDI?4_oSRSb6PTJ03NLt3Tdo?KMjAz1 y702k 0-9-2 2-4-0 t 4 1 3x4 II 2 3x4 = 3 2x4 I I Scale = 1:9.4 2x4 = Job SPACING- Type Qty Ply Sunroc/RockCreek4PlexFloorsl22l(ID)RP Plate Grip DOL �Truss�Truss TC 0.09 TCDL 10.0. 852622417 J2015-17 F7 Floor Supported Gable 4 1 YES WB 0.03 BCDL 5.0 Code IRC2012lrP12007 Matrix -R Job Reference o tional Jnaxe Klvef I fuss and components, mend taus, IU - 634U1, 1 3x4 11 6 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 TCDL 10.0. LumberDOL 1.00 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code IRC2012lrP12007 Matrix -R LUMBER - 5 TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.18Btr(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.18Btr(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 OF Stud/Std(flat) REACTIONS. (Ib/size) 6=101/2-10-0,4=34/2-10-0,5=148/2-10-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:212017 Page 1 ID:Q8YmCgfuwr3ZVm_got75gey7Om5- jpHSUD71MFoE6cgaO8tZk5QR9Z6xXaIngCH2vy702i 2 2x4 II 3 3.4 II Scale = 1:9.5 PLATES GRIP MT20 220/195 Weight: 15 Ib FT = 2094F, 11 %E BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 2-0-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. o4�ss\ONA c '0' 15250 C" F OF \© �P�Q A. HES December 20,2017 AWARNWNG - Verily design parameters and READ NOTES ON THfS AND fNCLWED 811TEK REFERENCE PAGE AM -7473 rev. 1 010 3 2 0 15 BEFORE USE. Design valid for use only with WekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property hoorporate this design into the overall WN buiiding design. Bracing indicated is to prevent buckling of individual truss web mWor chord members only. Additional temporary and permanent bracing MiTek. is ahvays required for stability and to prevent collapse with possible personal i nlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and bass systems, see ANSVTPI7 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane safety Information available from Truss Plate Institute, 218 N. Lee Street, Skde 312, Alexawkia, VA 22314. Suite 109 5 4 2x4 11 3x4 11 2-10-0 0-10-0 DEFL. in (loc) I/defl L/d Vert(LL) n/a n/a 999 Vert(TL) n/a n/a 999 Horz(TL) 0.00 4 n/a n/a Scale = 1:9.5 PLATES GRIP MT20 220/195 Weight: 15 Ib FT = 2094F, 11 %E BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 2-0-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. o4�ss\ONA c '0' 15250 C" F OF \© �P�Q A. HES December 20,2017 AWARNWNG - Verily design parameters and READ NOTES ON THfS AND fNCLWED 811TEK REFERENCE PAGE AM -7473 rev. 1 010 3 2 0 15 BEFORE USE. Design valid for use only with WekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property hoorporate this design into the overall WN buiiding design. Bracing indicated is to prevent buckling of individual truss web mWor chord members only. Additional temporary and permanent bracing MiTek. is ahvays required for stability and to prevent collapse with possible personal i nlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and bass systems, see ANSVTPI7 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane safety Information available from Truss Plate Institute, 218 N. Lee Street, Skde 312, Alexawkia, VA 22314. Suite 109 Job SPACING- 240-0 Truss Type Qty Ply Sunroc/RockCreek4PlexFloors1221(ID)RP 7Tnuss TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) 852622414 J20f5-17G 999 GABLE 4 1 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES Job Reference o tional Snake River Truss and Components, Idaho Falls, ID - 83401, 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 2016:57:19 2017 Page 1 ID:Q8YmCgfuwr3ZVm_got75gey7Om5-gLhXloBtDI?4_oSRSb6PTJ03_LuvTd_?KMjAz1y702k 1 3x4 II 2 2x4 II 3 2x4 II Scale = 1:9.4 6 5 4 3x4 11 2x4 11 3x4 = LOADING (psf) SPACING- 240-0 CSI. DEFL. in (loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) n1a n/a 999 TCDL 10.0. LumberDOL 1.00 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IRC2012/TPI2007 Matrix -R LUMBER- EIRACING- 7 2x4 = PLATES GRIP MT20 2201195 Weight: 17 Ib FT = 20%F, 11 %E TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. (Ib/size) 6=101/3-7-2,4=72/3-7-2,5=189/3-7-2 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 2-0-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. NAL 15250 vcn�°� OF S A HERS December 20,2017 AWARNING - Verdy design parameters and READ NOTES ON TINS AND INCLUDED dWTEK REFERENCE PAGE M&7473 rev. 10A732015 BEFORE USE Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a tress system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or Grad members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal iyury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of inoses and truss systems, see ANSVTPII Quality Criteria, DSBA9 and BCSI Building Component 7777 Greenback Lane Safety Information available from Tress Plate InslihAe, 218 N. Lee Street, Side 312, Alexandria, VA 22314, Suite 109 Job Truss Truss Type Qty Pty SunroGRockCreek4PlexFloorsl2121(ID)RP (loc) 1/dell L/d TCLL 40.0 Plate Grip DOL 852622415 J2015-17 F5 Floor 2 1 480 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) Job Reference (optional) Snake River Truss and Components, Idaho Fails, ID - 83401, 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 20 16:57:20 2017 Page 1 ID:Q8YmCgfuwr3ZVm_.got75gey70m5-8XFvE8CV 27xcyle0Jde0XYE61AMC1M8YOSkWTy702j 01-1-48 Scale = 1:17.2 3x4 = 2x4 11 314 = 2x4 11 12x4 II 2 3 4 5 U-5 9 1-8 Plate Offsets (X.Y)— f5:0-1-8,Edoel. f9:0-1-8.0-1-01. f10:0-1�a.0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.02 7 >999 480 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.08 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(rL) 0.01 6 n/a n/a BCDL 5.0 Code IRC20121TP12007 i Matrix -R LUMBER- BRACING - 3x6 = PLATES GRIP MT20 2201195 Weight: 45 lb FT=20%F, 11%E TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=496/0-2-2,6=496/0-2-2 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=996/0, 3-4=-996/0 BOT CHORD 7-8=0/644, 6-7=0/778 WEBS 4-6=862/0, 2-7=0/394, 2-8=763/0 NOTES - 1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.13l" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ONAL FNG 15250 7 of December 20,2017 �WARNWG - Verily design parameters and READ NOTES ON THIS AND INCLUDED OW7EK REFERENCE PAGE M&7473 rev. 1010312015 BEFORE USE 'A* Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer most verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andforcrad members only. Additional temporary and permanent bracing � � i )mak is akvays required for stability and to prevent collapse with possible personal kgury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and txackg of trusses and friss system, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Infomration available from Truss Plale Institute. 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply SunroGRockCreek4PiexFloorsl2/2l(ID)RP TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr(flat) 852622416 J2015-17 F6 Floor 4 1 FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-359/0, 1-2=-393/0, 2-3=-39310 Job Reference(optional) arcane r uw r runs atw r umpunems, roano raps, ru - oaau 1, 1 3x6 = 2 2x4 11 8.1317 s Sep lb 2U1 f MI I eK Inclustnes, Inc. Wed Dec 20 15:57:20 2017 Page 1 ID:Q8YmCgfuwr3ZVm_got75gey7Om5-8XFvE8CV 27xcyleOJdeOXYE41BOC1w8YOSkWTy702j 0" Scale = 1:12.5 3 3x4 = 42x4 II 3x4 11 3x6 = 8 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0_ Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code IRC20121TP12007 CSI. TC 0.19 BC 0.16 WB 0.25 Matrix -P DEFL. in Vert(LL) -0.01 Vert(TL) -0.07 Horz(TL) 0.00 (loc) ildefl L/d PLATES GRIP 5-6 >999 480 MT20 2201195 5-6 >999 360 5 rda n1a Weight: 34 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=353/0-3-8, 5=347/0-2-2 FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-359/0, 1-2=-393/0, 2-3=-39310 BOT CHORD 5-6=01478 WEBS 3-5=-527/0,1-6=0/496 NOTES - 1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. AL �ca\�ONN 15250 ytiA �0 W OF 0 PCO `S A . H��� December 20.2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AIITEK REFERENCE PAGE UH -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall mi building design. Bracing indicated is to prevent budding of individual truss web andfor chord members only. Additional temporary and permanent bracing WOW always required for stability and to prewrd collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSViP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety 6Normatiorr available from Truss Plate Institute, 218 N. Lee Sheet. Suite 31Z Alwandria, VA 22314. Suite 109 Job Truss pe Qiy Ply SunroctRockCreek4PlexFloors122l(ID)RP (loc) 1T__:Ty Ud TCLL 40.0 Plate Grip DOL 852622418 TC 0.20 FS Flo 2 1 480 TCDL 10.0. Lumber DOL 1.00 BC 0.22 Vert(TL) Job Reference (ootionall Snake River Truss and Components, Idaho Falls, ID - 83401, 0-1-8 H 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Dec 2016:57:21 2017 Page 1 ID: QBYm Cgfuwr3ZVm_got75gey7Om5-cjpHSU D71M FoE6cgaOBtZk5Oe9 W HxU BIngC H2vy702i oilScale .—�1t.16.4 3x4 = 2x4 II 3x4 = 2x4 11 2 3 4 52x4 = 3x6 = teras 3 9-9-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.03 7 >999 480 TCDL 10.0. Lumber DOL 1.00 BC 0.22 Vert(TL) -0.08 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IRC2012/TP12007 Matrix -R LUMBER- BRACING - PLATES GRIP MT20 2201195 1 0 Weight: 48 Ib FT = 20%F, 11 %E TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=532/0-2-2, 6=532/0-2-2 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1142/0, 3-4=-1142/0 BOT CHORD 7-8=0/875, 6-7=0/855 WEBS 4-6=947/0,4 7=0/321, 2-7=0/299, 2-$=963/0 NOTES - 1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. NS 15250 OF `s A . HE�� December 20,2017 AwARmNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO -7473 rev -10103,2015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building componera, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ml le" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 21814 Lee Street, Sum 312, Alexandria, VA 22314. 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