My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
HOLD - 910 E Warner Ave - Trusses - Plan
PBA
>
Building
>
ProjectDox
>
W
>
Warner Ave
>
910 E Warner Ave
>
HOLD - 910 E Warner Ave - Trusses - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/13/2025 12:19:16 PM
Creation date
11/5/2025 5:00:05 AM
Metadata
Fields
Template:
Plan
Permit Number
102122458
Full Address
910 E Warner Ave
Street Number
910
Street Direction
E
Street Name
Warner
Street Suffix
Ave
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
20
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).
Show annotations
View images
View plain text
400 Sunrise Ave., Suite 270 <br />Roseville, CA 95661 <br />916.755.3571 / MiTek-US.com <br />Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not <br />a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall <br />building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing <br />is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) <br />BCSI Building Component Safety Information <br />WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. <br />and available from the Structural Building Component Association (www.sbcscomponents.com) <br />MII-TOENAIL_SP <br />NOTES: <br /> 1. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER <br /> AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND <br /> EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. <br /> 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH <br /> AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. <br /> 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES <br /> FOR MEMBERS OF DIFFERENT SPECIES. <br />LATERAL TOE-NAIL DETAIL <br />TOE-NAIL SINGLE SHEAR VALUES PER NDS 2018 (lb/nail) <br />3. <br />5 <br />" <br /> <br />L <br />O <br />N <br />G <br />3. <br />2 <br />5 <br />" <br /> <br />L <br />O <br />N <br />G <br />DIAM.SP SPFDFHF SPF-S <br />.131 <br />.128 <br />.135 <br />.131 <br />.162 <br />.148 <br />108.8 99.6 86.4 84.5 73.8 <br />63.4 <br />59.768.4 <br />72.6 <br />69.9 <br />74.2 <br />80.6 <br />85.6 <br />88.0 <br />93.5 <br />81.4 74.5 64.6 63.2 52.5 <br />51.1 <br />50.357.6 <br />59.0 <br />58.9 <br />60.3 <br />67.9 <br />69.5 <br />74.2 <br />75.9 <br />VALUES SHOWN ARE CAPACITY PER TOE-NAIL. <br />APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. <br />EXAMPLE: <br />(3) - 16d (0.162" X 3.5") NAILS WITH SPF SPECIES BOTTOM CHORD <br />For load duration increase of 1.15: <br />3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity <br />VIEWS SHOWN ARE FOR <br />ILLUSTRATION PURPOSES ONLY <br />ANGLE MAY <br />VARY FROM <br />30° TO 60° <br />45.00° <br />ANGLE MAY <br />VARY FROM <br />30° TO 60° <br />ANGLE MAY <br />VARY FROM <br />30° TO 60° <br />45.00° <br />45.00° <br />THIS DETAIL APPLICABLE TO THE <br />THREE END DETAILS SHOWN BELOW <br />MiTek USA, Inc.Page 1 of 1 <br />SIDE VIEW <br />(2x3) <br />2 NAILS <br />NEAR SIDE <br />NEAR SIDE <br />SIDE VIEW <br />(2x4) <br />3 NAILS <br />NEAR SIDE <br />NEAR SIDE <br />NEAR SIDE <br />NEAR SIDE <br />NEAR SIDE <br />NEAR SIDE <br />SIDE VIEW <br />(2x6) <br />4 NAILS <br />NEAR SIDE <br />A MiTek Affiliate <br />ENGINEERED BY <br />SEPTEMBER 1, 2021 <br />December 19,2024
The URL can be used to link to this page
Your browser does not support the video tag.