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32AustinCircle12 beam calcKeyBeam® Calculation Work Order Phone: 303-443-20686707 Winchester CircleEWPjobs@keymark.com Fax: 303-443-2196Boulder, CO 80301www.keymark.com Bill To Information: Date Received: 07/08/2013 Required: 07/10/2013 Contact Person :Bill Ingham Company Name :Roseburg Forest Products PO Box 922 South Hadley, MA 01075 Phone / Fax :4134273233 / 8772711080 Email :billi@rfpco.com;davea@rfpco.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 :Stephen Carr Ship-To Company :Seven D Ship-To Phone / Fax :8008006894 / Ship-To Shipping :Standard Email () Ship-To Email :plans@degol.com Fax a Copy to Us :[ ]Fax a Copy to Client :[ ] KeyBeam® Calculation Work Order Phone: 303-443-20686707 Winchester CircleEWPjobs@keymark.com Fax: 303-443-2196Boulder, CO 80301www.keymark.com Joist and Review Information Job Description :32AustinCircle1 Number of Component Members :1 Confirmation Number :0708074525 1st Review :__________ Final Check Off :__________ Comments Billing Information __________ Joists @ _______________ __________ Copies @ _______________ Total Bill Amount: ___________________ Approved By: ___________ Date: ___________ EmployeeDateTech Hrs.Eng Hrs. ---07/08/20130.000.25 ________________________________________________ KeyBeam® Calculation 07/08/13 05:45:34 1 of 4 Keymark Engineering, Inc. 6707 Winchester Circle Boulder, CO 80301 Phone: 303-443-2068 EWPjobs@keymark.com All product names are trademarks of their respective owners. Copyright (c) 2012 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 completewithout 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. ---Keymark Engineering Cover Sheet Job :32AustinCircle1 Confirmation # :0708074525 Contact Person :Bill Ingham Company Name :Roseburg Forest Products PO Box 922 South Hadley, MA 01075 Phone / Fax :4134273233 / 8772711080 Email :billi@rfpco.com;davea@rfpco.com Ship-To Contact :Stephen Carr Ship-To Company :Seven D Ship-To Phone / Fax :8008006894 / Ship-To Email :plans@degol.com Member Information ( 1)- 07_03_13_Joist1.KYB Comments KeyBeam® Calculation 07/08/13 05:45:34 2 of 4 Keymark Engineering, Inc. 6707 Winchester Circle Boulder, CO 80301 Phone: 303-443-2068 EWPjobs@keymark.com All product names are trademarks of their respective owners. Copyright (c) 2012 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 completewithout 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. ---Keymark Engineering 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 Keymark Engineering, and shall not be copied, transferred, or reproduced, in whole or in part, without the written consent of Keymark Engineering, Inc. Copyright Keymark Engineering, Inc., 2010, 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 anchorage of the brace is the responsibility of the Building Designer. Design assumes that the component member is braced top and bottom at all bearing locations. KeyBeam® Calculation 07/08/13 05:45:34 3 of 4 Keymark Engineering, Inc. 6707 Winchester Circle Boulder, CO 80301 Phone: 303-443-2068 EWPjobs@keymark.com All product names are trademarks of their respective owners. Copyright (c) 2012 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 completewithout 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. ---Keymark Engineering 10. MULTI-PLY COMPONENTS Multi-ply components shall be connected together in accordance with the manufacturer’s recommendations 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. KeyBeam® Calculation 07/08/13 05:45:34 4 of 4 Keymark Engineering, Inc. 6707 Winchester Circle Boulder, CO 80301 Phone: 303-443-2068 EWPjobs@keymark.com All product names are trademarks of their respective owners. Copyright (c) 2012 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 completewithout 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. ---Keymark Engineering KeyBeam® 4.600dkmBeamEngine 4.6026Materials Database 1418 JOEY @ BOILARDSNEW ENGLAND EQUITIES32 AUSTIN CIR, FLORENCE, MA 7- 3-13 4:40pm Seal: Massachusetts Member Data Description:Member Type: JoistApplication: Floor Top Lateral Bracing: ContinuousBottom Lateral Bracing: Continuous Standard Load:Moisture Condition: DryBuilding Code: IBC/IRC Live Load: 40 PSFDeflection Criteria: L/480 live, L/240 total Dead Load: 10 PSFDeck Connection: Glued & Nailed Filename: KYB1 Other Loads Type (Description)SideBeginEnd Other StartEnd Dead StartEndCategory Replacement Uniform (PSF)Top 0' 0.00" 24' 0.00" 30 15 Live 1 2 24 0 0 24 0 0 Bearings and Reactions InputMinGravityGravity LocationTypeMaterialLengthRequiredReactionUplift 1 0' 0.000" Wall N/AN/A1.750" 724# -- 2 24' 0.000" Wall N/AN/A1.750" 724# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members LiveDead 1483#(362plf)241#(181plf) 2483#(362plf)241#(181plf) Design spans 24' 1.750" Product:16" RFPI-90 16.0" O.C.PASSES DESIGN CHECKS Minimum 1.75" bearing required at bearing # 1 Minimum 1.75" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design ActualAllowableCapacityLocationLoading Positive Moment 4373.'# 13865.'# 31% 12' Total Load D+L Shear 724.# 2330.# 31% 0' Total Load D+LTL Deflection 0.3562" 1.2073"L/813 12' Total Load D+L LL Deflection 0.2374" 0.6036"L/999+ 12' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% 07/08/2013