HomeMy WebLinkAboutMATERIAL INFO - 18-00558 - 1376 Stone Dr - New SFR23'7"
23'7"
1 Hanger (MIU3.56/11 (Min))2 Hanger (MIU3.56/11 (Max))
3 1/2"
11 7/8"
1
Client:Sunroc Building Materials
Project:
Address:
Date:7/6/2018
Designer:Reeve & Associates, Inc. (801.621.3100)
Job Name:Lot 3 Sky Meadows
Project #:
Level: LevelFJ 23.7 SS RFPI 90 11.875"-PASSED
EWP Studio Version 18.32.085 Powered by iStruct
Member Information
Type:Joist
Spacing:12" o.c.
Moisture Condition:Dry
Deflection LL:480
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:3/4 APA Rated Sturd-I-
FloorOSB Nailed and
Glued
Ceiling:Gypsum 1/2"
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 472 177 0 0 0
2 472 177 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 3730 ft-lb 11'9 1/2"10145 ft-lb 0.368 (37%)D+L L
Shear 641 lb 1 3/4"2050 lb 0.312 (31%)D+L L
LL Defl inch 0.398 (L/702)11'9 9/16"0.582 (L/480)0.680 (68%)L L
TL Defl inch 0.547 (L/511)11'9 9/16"1.165 (L/240)0.470 (47%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -
Hanger
2.500"42%177 / 472 649 L D+L
2 -
Hanger
2.500"42%177 / 472 649 L D+L
Design Notes
1 Fill all hanger nailing holes.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
EWP StudioSimpson Strong-Tie®Component Solutions
Roseburg Forest Products
4500 Riddle By-pass Rd
Riddle, OR 97469
(541) 784-4005www.roseburg.comAPA: PR-L259, ICC-ES: ESR-1251
Manufacturer InfoNotes
Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads.
Lumber
1.2.Dry service conditions, unless noted otherwiseIJoist not to be treated with fire retardant or corrosive
chemicals
Handling & Installation
1.2.
3.4.
IJoist flanges must not be cut or drilledRefer to latest copy of the IJoist product information details for framing details, stiffener tables, web hole chart, bridging details, multi-ply fastening details and handling/erection detailsDamaged IJoists must not be usedDesign assumes top flange to be laterally restrained by attached sheathing or as specified in engineering notes.
5.
6.
7.
Provide lateral support at bearing points to avoid lateral displacement and rotationWeb stiffeners for point load as shown Minimum point load bearing length>= 3.5 inchesFor flat roofs provide proper drainage to prevent ponding
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