My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
10101 7TH AVE SE BLDG 3 2025-12-12
>
Address Records
>
7TH AVE SE
>
10101
>
10101 7TH AVE SE BLDG 3 2025-12-12
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/12/2025 11:47:29 AM
Creation date
10/21/2025 8:43:13 AM
Metadata
Fields
Template:
Address Document
Street Name
7TH AVE SE
Street Number
10101
Unit
BLDG 3
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.
/
38
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
Simpson • • • Systems Technical Guide <br /> Deck Construction — Ledgers <br /> Strongir ve <br /> SDS, SDWS and SDWH HDG Sawn Lumber <br /> Deck Ledger to Band Joist Applications (cont.) <br /> Allowable Shear Loads for Attachment of Lumber Deck Ledger to <br /> Band Joist (cont.) <br /> Nominal Screw A lowable <br /> Model Band Joist Mate0al and Shear ,.. <br /> Ledger Length No. Minimum Size <br /> • 1"OSB OR 1"LVL 160 <br /> 11/8"OSB 225 <br /> 2x 4 SDWS2740OSS <br /> 15/,e"LVL OR 1 Ya"LSL 225 <br /> • Strong Drive 2x Nominal Sawn Lumber 225 <br /> TIMBER SS <br /> Screw 1"OSB OR 1"LVL 190 <br /> 11/e"OSB 190 <br /> • 2-2x 5 SDWS2750OSS <br /> � 1 a/,e"LVL OR 11/d'LSL 190 <br /> 2x Nominal Sawn Lumber 190 <br /> 1"OSB OR 1"LVL 280 <br /> 11/a"OSB 280 <br /> 2x 4 SDWH274000 <br /> � 15/,a"LVL OR 11/a"LSL 280 <br /> Strong Drive SDWH 2x Nominal Sawn Lumber 280 <br /> TIMBER-HEX HDG Screw 1"OSB OR 1"LVL 315 <br /> 11/a"OSB 315 <br /> 2-2x 6 SDWH276000 <br /> 15/,a"LVL OR 1 Y<"LSL 315 <br /> 2x Nominal Sawn Lumber 315 <br /> 1.Specific gravity of the solid sawn band joists and ledgers shall be typical of species combinations with 0.42<_SG s 0.55. <br /> 2.Multiple ledger plies shall be fastened together per code independent of the SDS,SDWS or SDWH fasteners listed in the table. <br /> 3.Allowable loads are shown at the wood load duration factor of CD=1.0.Loads may be increased for load duration by the building <br /> code up to a CD <br /> 4.Structural sheathing between the ledger and band joist shall be a maximum of 1/2"thick and fastened per code. a <br /> 5.See Screw Spacing Detail on the following page for spacing requirements. E <br /> 0 <br /> 6.End screws shall be located near the bottom of the ledger.For end distances between 2"and 6 use 50%of the load and 50% m <br /> of the standard spacing between the end screw and the adjacent screw.For end distances between 2"and 4",predrill using a 1/32" I- <br /> drill bit for SDWH27SS fasteners,a'/,a"drill bit for the SDWH27G and SDWS27SS fasteners,a 5/u"drill bit for SDS,SDWS22DB, F <br /> 2 <br /> and SDWHI9SS fasteners,and a'A"drill bit for SDWH 19DB. m <br /> 7.Visit strongtie.com/drawings and search for SD1-L for additional ledger fastening detail sheets and load tables in DWG,PDF o <br /> or DXF format. G <br /> E <br /> N <br /> O <br /> N <br /> a <br /> x <br /> U <br /> r� <br /> N <br /> O <br /> N <br /> LL <br /> U <br /> 168 <br />
The URL can be used to link to this page
Your browser does not support the video tag.