My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1410 HOLLOW DALE PL 2019-09-23
>
Address Records
>
HOLLOW DALE PL
>
1410
>
1410 HOLLOW DALE PL 2019-09-23
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/23/2019 12:02:39 PM
Creation date
9/23/2019 12:02:02 PM
Metadata
Fields
Template:
Address Document
Street Name
HOLLOW DALE PL
Street Number
1410
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
57
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
si F 0 R T E MEMBER REPORT Level,Floor.-Joist PASSED <br /> I s i piece(s)18"T3I®560©12"OC <br /> Overall Length:28 <br /> 4k� _ <br /> 2 <br /> I} <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual @ Location . Allowed Result LDF Load:combination(Pattern) System:Floor <br /> Member Reaction(lbs) 754 @ 3 1/2" 1265(1.75") Passed(60%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> Shear(lbs) 754 @ 3 1/2" 3030 Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 5168 @ 14' 14550 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.324 @ 14' 0.685 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.445 @ 14' 1.371 Passed(1/739) -- 1.0 D+1.0 L(All Spans) <br /> TJ-Pro""Rating 42 40 Passed -- -- <br /> •Deflection criteria:LL(1/480)and TL(1/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 9'10"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 27'5"o/c unless detailed otherwise. <br /> •A structural analysis of the deck has not been performed. <br /> •Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge""Panel(24"Span Rating)that is glued and nailed down. <br /> •Additional considerations for the TJ-Pro""Rating indude:None <br /> Bearing l engUs loads to'Supports(lbs) <br /> Supports TotaL Available Required Dead Hare,. Total Accessories„ <br /> 1-Hanger on 18"PSL beam 3.50" Hanger, 1.75"/1.75"z 210 560 770 See note 1 <br /> 2-Hanger on 18"PSL beam 3.50" Hangers 1.75"/1.75"2 210 560 770 See note 1 <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> •1 See Connector grid below for additional information and/or requirements. <br /> •2 Required Bearing Length/Required Bearing Length with Web Stiffeners <br /> Connector:.Simpson Stron -Tie Connectors <br /> Support Motley, Seat,Lengttli; Top Nails Face Nails; . ;Member Nails - Accessories <br /> 1-Face Mount Hanger MIU3.56/182.50" N/A 26-10d x 1-1/2 2-10d x 1-1/2 <br /> 2-Face Mount Hanger MIU3.56/18 2.50" N/A 26-10d x 1-1/2 2-10d x 1-1/2 <br /> Dead, Floor Live <br /> LoadsLocation(Side) spaCina <br /> 1-Uniform(PSF) 0 to 28' 12" 15.0 40.0 Residentiaall-Living <br /> Areas <br /> Weyerhaeuser Notes ,- dt3)5USTAINA8l€fOKt5TitY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design <br /> professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is <br /> compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES <br /> under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, <br /> Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator Job Notes 1/2/2018 11:27:23 PM <br /> Vernon E Dusseau II Forte v5.3,Design Engine:V7.0.0.5 <br /> Creative Comfort <br /> (206)619-3995 <br /> creativecomfort7@gmail.com Page 1 of 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.