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Report (79) MS(Z o/te - ©C ' / 1 /Z ge, 1 51 -1 fSZ _ EWP Studio Client: StoneRidge Date: 12/7/2018 Page 1 of 1 Simpson Strong-Ties Project: Designer. OFFICE COPY Component SolutionsTM Address: Tigard,OR Job Name: Csokas Lot 1 l• L Project#: Roseburg#4857 J1 RFPI 20 11.875" - PASSED Level:Level Repair for notched flanges: / / Approx. 10" long, 3/4" deep notch, 1-side of both top & bottom flanges 1 - D7 R /11 7/8" 1 Hanger(THF17112(Min)) 2 D.Fir 3 D.Fir / 14'8" } 18'8" '111 3/4" / 33'4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 16"o.c. Design Method: ASD 1 270 81 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1098 329 0 0 0 Deflection LL: 480 Load Sharing: No 3 410 123 0 0 0 Deflection TL: 360 Deck: 3/4 APA Rated Sturd-l- Importance: Normal FloorOSB Nailed and Glued Temperature: Temp<=100°F Ceiling: Gypsum 1/2" General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 12 PSF 1- 2.000" 43% 81/352 433 L_ D+L Hanger Analysis Results 2-D.Fir 5.500" 67% 330/1099 1429 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-D.Fir 5.500" 40% 123/442 565 _L D+L Neg Moment -2357 ft-lb 14'8" 3640 ft-lb 0.648(65%) D+L LL Location Analysis Pos Moment 2085 ft-lb 25'2 3/16" 3640 ft-lb 0.573(57%)D+L _L Analysis Type Location Max Value Ld.Comb. Ld.Case Shear 762 lb 14'8" 1420 lb 0.537(54%) D+L LL Pos Moment 24'6" 2069 ft-lb D+L _L LL Defl inch 0.292(L/750) 24'3 11/16" 0.457(U480) 0.640(64%) L _L Shear 24'6" 81 lb D+L LL TL Defl inch 0.362(L/606) 24'4 5/8" 0.609(L/360) 0.590(59%) D+L _L Down Defl 24'6" 0.362 D+L _L Design Notes Pos Moment 25'4" 2084 ft-lb D+L _L 1 Fill all hanger nailing holes. Shear 25'4" 39 lb D+L L_ Down Defl 25'4" 0.357 D+L _L ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 1-4-0 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF Notch ! Install gussets on side opposite of notch. rQ�,() PRQp,.. side Center gussets at notch location. fC Glue all gussets in place. � GI '� `fes �it RECEIVED 9405 -. 5/8 or 19/32'x 9"x 36"OSB 1-side of web, I snug to . Exp 12-31-2018 DEC 11 2018 0 I 5r8 or 19top/3z'flangex 11-718"x 36"OSB 1-side. 0� CITY OF TIGARD OREGON A►! ' Nail 3-rows of 8d I, 3"O/C v `� BUILDING DIVISION , (14 t'22 Nc3 8d = Min. 0.113 x 2-3/8" gun nail -7'PON a �G Digitally seal10, ed For GLUE use Construction Grade Adhesive, ASTM D-3498, similar to Builder's Choice 490 Subfloor&Construction Manufacturer Info Deadlines Engineering adhesive. Spread with trowel for full coverage. Roseburg Forest Products 601 Morro Bay Blvd.,CA 4500 Riddle By-pass Rd 93442 RCertification is to verify the joist/beam/truss to carry the loads- (54dle,784-4005R 97469 shown and/or for repair design.The applied loads, Gussets specified as OSB(Oriented Strand www.oseburg. www.roseburg.corn dimensions,and field conditions info was provided by others. Board)can be substituted with other Wood APA:PR-L259,ICC-ES:ESR-1251 The loads and dimensions must be verified and approved for the specific application by the project design professional. Structural Panel material such as plywood. EWP Studio Version 18.32.106 Powered by iStruct'"^ RE 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 = Transmittal Letter T I c A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: DATE RECEIVED: DEPT: BUILDING DIVISION y RECEIVED FROM: 6-r-c Ca�n�1/ DEC 11 2018 COMPANY: !4Tcriqoc1•,I:A cS' n CITY 01- TIGARD PHONE: 51/-'7 - Sig � UILDI�IG DIUI IBy:n RE: 2 '° Sw /32 N.1 mS7'20)8- (Site Address) , (Permit Numb Sa5 F'f}af :4 „ / /-6 ± (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: 1 :scription: Additional set(s) of plans. Revisions: Cross section(s) and details. 0 Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: SG I 1ti+; /--r,r po4c''lcd J o` -{-S. f, /, a;r 1 I Go r- FOR OFFICE USE ONLY 1 Routed to Permit Technician: ate: /7 -/(•�� Initials: Fees Due: ❑ Yes El-K5— Fee Description: Amount Due: Special Instructions: Reprint Permit(KY- ❑ Yes ❑ No El Done Applicant Notified: 9zo-- Date: /lk/,,r Initials: ,1177; I:\Building\Forms\TransmittalLetter-Revisions 061316.doc