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23C-019 DIXON_Sealed_DRC_20190128CS Beam Calculation Work Order Phone: 1-866-252-8606 5956 West Las Positas Boulevard CSHelp@strongtie.com Fax: n/a Pleasanton, CA 94588 Bill To Information: Date Received: 01/27/2019 Required: 01/29/2019 Contact Person :Charles Bado Company Name :Omnibus Designs 494 Greenfield Road Deerfield MA 01342 Phone / Fax :413-824-2318 / Email :charles@omnibusdesigns.com Shipping Info :US Mail # Wet Seals Required :1 # Wet Seals to Bill for :0 State Seal Required :Massachusetts Ship-To Information : Ship-To Contact :Charles Bado Ship-To Company : Ship-To Phone / Fax : / Ship-To Shipping :US Mail Ship-To Email : Fax a Copy to Us :[ ]Fax a Copy to Client :[ ] 01/28/2019 CS Beam Calculation 01/27/19 12:31:31 1 of 4 All product names are trademarks of their respective owners. Copyright © 2013 by Simpson Strong-Tie Company, Inc. ALL RIGHTS RESERVED. This drawing is an integral part of a floor joist component document as defined in theattached General Notes. This drawing is not complete without the accompanying General Notes.The Engineer's Seal on this drawing indicates only that the floor joist component shownon this drawing meets applicable design criteria for Loads, Loading Conditions, and Spanslisted on this sheet. This design assumes product installation according to themanufacturer's specifications. Cover Sheet Job :DIXON Confirmation # :0127143125 Contact Person :Charles Bado Company Name :Omnibus Designs 494 Greenfield Road Deerfield MA 01342 Phone / Fax :413-824-2318 / Email :charles@omnibusdesigns.com Ship-To Contact :Charles Bado Ship-To Company : Ship-To Phone / Fax :/ Ship-To Email : Member Information ( 1)- HEADER OVER BATH WALL - REPLACES EXISTING SECTION.KYB Comments CS Beam Calculation Floor Joist, Beam, and Girder Component General Notes 1. FLOOR JOIST, BEAM, AND GIRDER COMPONENT DOCUMENT A Member Component Document is defined herein as being composed of a cover letter, this set of general notes, individual floor joist, beam, or girder design drawings. The cover letter lists the contents of the Member Component Document. Each sheet of this Member Component Document is an integral part of the whole, and shall be used only for the specific job name listed on the cover letter. This Member Component Document is the exclusive property of Simpson Strong-Tie Company Inc., and shall not be copied, transferred, or reproduced, in whole or in part, without the written consent of Simpson Strong-Tie Company Inc. Copyright Simpson Strong-Tie Company Inc., 2012, ALL RIGHTS RESERVED. 2. COMPONENT DESIGN This design is for an individual building member component and has been based on information provided by the client. The Member Component Designer disclaims any responsibility for damages as a result of faulty or incorrect information, specifications, and/or designs furnished to the Member Component Designer by the client and the correctness or accuracy of this information as it may relate to a specific project. The Member Component Designer accepts no responsibility and exercises no control with regard to fabrication, handling, shipment, and installation of member components. Each member component specified herein has been designed as an individual building component. Each component shall be incorporated as part of the building design by a Building Designer (registered architect or professional engineer, as applicable). The Building Designer shall review the design loading, member component geometry, and all other aspects of each component design to ensure that the data shown are in agreement with the local building codes, local climatic records for snow or wind loads, project specifications, or special applied loads. 3. FABRICATION NOTES Prior to fabrication, the fabricator shall review this Member Component Document to verify that this Member Component Document is in conformance with the fabricator’s plans and to realize a continuing responsibility for such verification. Fabrication of member components shall not proceed until the fabricator has certified drawings in hand. 4. PRECAUTIONARY NOTES Refer to the manufacturer’s recommendations for instructions on handling, bundling, and delivery of the member components specified herein. 5. MODIFICATION OF COMPONENT MEMBERS Refer to the manufacturer’s recommendations for instructions on allowable modifications of the member components specified herein. 6. MEMBER COMPONENT TO MEMBER COMPONENT CONNECTION DESIGN The design of any connections between member components and other member components is not provided with the component designs specified herein. Web stiffener requirements at hangered connections depend on the connection style and are not included in this design. Supported components attached to the side of this member with reactions greater than 400 lbs shall be attached in such a way to preclude twisting of this member. 7. MEMBER COMPONENT TO STRUCTURE CONNECTION DESIGN The design of any connections between the member component and other elements of the overall structure is not provided with the component designs specified herein. 8. UPLIFT REACTIONS Floor joists, beams or girders with multiple spans may generate uplift reactions due to gravity loads. The reactions shown in these calculations assume that all of the bearings are infinitely stiff. The Building Designer shall review all reaction forces and ensure that the structure can resist any uplift reactions appropriately. 9. LATERAL BRACING All lateral bracing requirements apply along the entire length of the component member. The design of the individual component member brace and the anchorageof the brace is the responsibility of the Building Designer. Design assumes that thecomponent member is braced top and bottom at all bearing locations. 10. MULTI-PLY COMPONENTS Multi-ply components shall be connected together in accordance with themanufacturer’s recommendations All product names are trademarks of their respective owners.Copyright © 2013 by Simpson Strong-Tie Company, Inc. ALL RIGHTS RESERVED. This drawing is an integral part of a member component document as defined in the attached General Notes. This drawing is notcomplete without the accompanying General Notes.The Engineer's Seal on this drawing indicates only that the component shown onthis drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. This design assumesproduct installation according to the manufacturer's specifications. 01/27/19 12:31:31 2 of 4 01/28/2019 CS Beam Calculation 11. BEARING LENGTH The “Input Brg. Length” listed on the individual floor joist, beam, or girder design drawing is the actual length of bearing at that location. The “Minimum Brg. Length” on the individual floor joist, beam, or girder design drawing is the minimum required length of bearing at that location. The length of the bearing is measured along the length of the member. The width of the bearing is measured perpendicular to the length of the member. Each ply of the member shall be supported for the full member width, for the full required minimum length of the bearing. 12. POINT LOADS OVER A BEARING Point loads applied over a bearing are assumed to be carried not by the I-joist, beam, or girder, but instead by rim board, squash blocks, or some other means. Therefore the points loads over the bearings will be included in the bearings and reactions summary, but will not be considered when evaluating the interior and end reactions and is indicated on the drawings by “Pass-thru” framing is required at point loads over bearings. 13. PONDING WARNING Where components are used in roof systems, these components have not been investigated for the effects of ponding. The Building Designer shall ensure that adequate drainage has been provided, and that the roof system as a whole is not susceptible to ponding. All product names are trademarks of their respective owners.Copyright © 2013 by Simpson Strong-Tie Company, Inc. ALL RIGHTS RESERVED. This drawing is an integral part of a member component document as defined in the attached General Notes. This drawing is notcomplete without the accompanying General Notes.The Engineer's Seal on this drawing indicates only that the component shown onthis drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. This design assumesproduct installation according to the manufacturer's specifications. 01/27/19 12:31:31 3 of 4 01/28/2019 CS Beam Calculation 01/27/19 12:31:31 4 of 4 All product names are trademarks of their respective owners. Copyright © 2013 by Simpson Strong-Tie Company, Inc. ALL RIGHTS RESERVED. This drawing is an integral part of a floor joist component document as defined in theattached General Notes. This drawing is not complete without the accompanying General Notes.The Engineer's Seal on this drawing indicates only that the floor joist component shownon this drawing meets applicable design criteria for Loads, Loading Conditions, and Spanslisted on this sheet. This design assumes product installation according to themanufacturer's specifications. CS Beam 2018.9.0.16kmBeamEngine 2018.9.0.1Materials Database 1572 DIXONNONOTUCK ST.FLORENCE MA 01060 1-27-19 2:13pm Seal: Massachusetts Member Data Description: BH-1 Member Type: Beam Application: Floor BATH WALL HEADER Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 totalDead Load: 10 PLF Deck Connection: Nailed Member Weight: 4.2 PLF Filename: HEADER OVER Other Loads Type(Description) Side Begin End Trib.Width OtherStart End DeadStart End Category Replacement Uniform (PLF) Top 0' 0.00" 6' 0.00" 480 120 Snow MAIN ROOF LOAD 1 2 12 0 0 12 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF #1/#2 2x or 4x End-Grain (1150psi) 5.500" 1.954" 2564# -- 2 12' 0.000" Wall Steel 5.500" 1.500" 908# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 56# 2021# 543# 2 168# 674# 234# Design spans11' 2.750" Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Positive Moment Shear Max. Reaction TL Deflection LL Deflection Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Actual Allowable 5423.'# 8052.'# 2086.# 3696.# 2564.# 7219.# 0.4453" 0.5615" 0.3460" 0.3743" Capacity Location 67% 4.88' 56% 0.4' 35% 0' L/302 5.44' L/389 5.44' Loading Total Load D+S Total Load D+STotal Load D+S Total Load D+S Total Load S 01/28/2019