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Plans (104) , -x-0-6 IS- - b0 CQ') ` Project: Ceiling Beam Type: N Clg Bm Attic I Location: 12235 SW Summercrest Drive Folder: Frmg Mbrs Date: 8/1/18 12:34 PM RedSpecTM by RedBuiltTM Designer: Kevin N. Clemo, P.E. v7.1.6 Comment: New Ceiling Beam at Line of Addition 3.5x11.25 Douglas Fir #2 (4 x 12-D This product meets or exceeds the set design controls for the application and loads listed • DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 23% 1101 4725 Floor(100%) 1.0D+1.OL All Spans PASS Positive Moment(ft-lb) 68% 4049 5951 Floor(100%) 1.OD+1.0L All Spans PASS DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 18% 0.074 0.417 L/999+ L/360 1.OD+1.OL All Spans PASS Span Total 27% 0.171 0.625 L/875 L/240 1.0D+1.OL All P -v.5 ' Spans t, -- # ` SUPPORTS Support 1 Support 2 - , t.., Live Reaction,Critical(Ib) (DOL%) 562(100) 562(100) 4 Dead Reaction(Ib) 733 733 a l� , .21 t0 Total Reaction(Ib) (DOL%) 1296(100) 1296(100) �+ %C r ��1 Bearing Bottom Bottom OFFICE COPY zr Support Wall Wall t e Req'd Bearing(in) 1.50 1.50 . f ( `k1� /1�i"t ;", eE SPANS AND LOADS Dimensions represent horizontal design spans. _ __ __1 y. — 12. 6.0" REVISION APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor( %) 10 12 0 9'-0.0" Floor Beam NOTES 01-177C. ONLY) • Building code and design methodology: 2015 IBC ASD(US). Fr • No repetitive member increase applied in design. {, (,1(eFr -t .^ •Support bearing length requirements must be checked separately. • Lateral support required at bearings for top edge and bottom edge. 10,97 - City of Tigard 44Piv - Approved Plans r0116011 `8 By Date (� ¢ 19.ig�o k N. 0-4 �zlC 16- 02.5 C:U2K_Work Files\Project Folders\2018_Project Files\18_029 Clg Bm\Clg Beam.red C.-- G• 3 of 2 8/1/2018 12:34:49 PM Ceiling Beam : Frmg Mbrs: N Clg Bm Attic I Page 1 of 1 The products noted are intended for interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed jp4itcordance with local building code requirements and RedBuilt'" recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuiltT" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. egBuiltT",RedSpecT",Red-IT",Red-I45T",Red-I45LT",Red-I58T", Red-I65T",Red-I65TT",Red-I90T",Red-I90HT", Red-I9OHST",Red-LT",Red-LTT",Red- " E`d-ST",Red-MT",Red-HT",RedLamT",FloorChoiceT" are trademarks of RedBuilt LLC, Boise ID,USA. Copyright©2010-2017 RedBuilt LLC.All rights reserved. J2K Engineering, Inc. Beveled End Member Evaluation (for sloped cuts on the TOP side of a member) This routine is used as a design aid to evaluate the affect of end cuts in solid-sawn lumber or glue-laminated beams within the rafter slope envelope at bearing supports. Member Type & Size being evaluated: 4 x 12 DFL beam Max. Moment 4049.0 FT-LBS Beam Span 12.5 FT Equivalent Uniform Load na PLF Uniform Load na PLF Calculated shear(if not uniformly loaded) 1100 LBS Beam Reaction 1100 LBS Duration of Load Factor= 1.15 Roof slope?/12 4 Inches I (e) length of beveled cut Bearing length (bl) 5.5 Inches \ depth at sup. (de) End cut height(do) 5.5 Inches depth (d) I end cut(do) Beam depth (d) 11.5 Inches Beam width (b) 3.5 Inches Bearing length (bl) slope angle= 18.43 degree depth at support face (de)= 7.33 Inches Okay for notch depth min. depth at support= 6.90 Inches e = actual beveled length = 18.00 Inches Okay for beveled length Maximum beveled length (3d) 34.5 Inches Maximum shear stress = 64 PSI Allowable shear stress = 276 PSI Okay for shear Minimum bearing length = 0.70 Inches Beveled Cut for 4 x 12 DFL#2 Beam is Acceptable (for parameters listed hereon) Project: Summercrest Drive, Tigard Job No. 18-029 Sheet: 2 of 2 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT _7 " Transmittal Letter 1 1 . n i.n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: DATE RECEIVED: DEPT: BUILDING DIVISION , ' � FROM: D t`* vi o (:7 c'.. i�� o 4 '=,°cis,z COMPANY: ce) -b✓\ 1lt, D07,-, 60k1- fil PHONE: 0 3 ._ -.)--to‘ ...-SI-7 B ./ 11 • RE: 17- s-- S'w ' . I net ST-- zo (S-00067 (Site Address) (Permit Number) (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. ----/— Beam calculations. Engineer's calculations. Other(explain): REMARKS: FO O FICE USE ONLY Routed to Permi echnician: Date: el [ (� Initials: kli- Fees Due: es 1=1 No Fee Descripti n: Amount Due: Y7,-- r12A)\; $ Lt $ Special Instructions: Reprint Permit(per PE): ❑ Yes El No ❑ Done Applicant Notified: Date: Initials: I:\Building\Forms\TransmittalLetter-Revisions_061316.doc