My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
300 W Carriage Dr Unit# A - Plan
PBA
>
Building
>
ProjectDox
>
C
>
Carriage Dr
>
300 W Carriage Dr Unit# A
>
300 W Carriage Dr Unit# A - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/1/2025 12:06:30 PM
Creation date
6/1/2025 12:06:24 PM
Metadata
Fields
Template:
Plan
Permit Number
20182674
101119107
Full Address
300 W Carriage Dr Unit# A
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
31
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
Wind Load Cont. <br />95 mph ASCE 7‐16 Figure 26.5‐1B <br />B <br />1.0 ASCE 7‐16 Sec 26.8.2 <br />0.65 ASCE 7‐16 Table 26.10‐1 <br />0.85 ASCE 7‐16 Table 26.6‐1 <br />1.00 ASCE 7‐16 Table 26.9‐1 <br />12.73 psf <br />2.0 Degrees <br />1.5 Conservatively assuming all exposed <br />0.8 conservatively assuming 10 ft2 effective area <br />Uplift (W)Zone(1') Zone(1) Zone(2) Zone(3) <br />Fig. 30‐3‐2 GCp=‐0.9 ‐1.4 ‐1.9 ‐2.4 <br />Eq. 29.4‐7 P=qh(GCp)(γE)(γa)=‐13.75 ‐21.39 ‐29.03 ‐36.67 <br />GCp=0.3 Figure 30.3‐2 <br />P=qh(GCp)(γE)(γa)=2.52 Equation 29.4‐7 <br />Rafter Attachments: 0.6D+0.6W (CD=1.6) <br />Connection Check <br />Attachment max. spacing= 6 ft <br />5/16" Lag Screw Withdrawal Value= 266 lbs/in Table 12.2A ‐ NDS <br />2.5 in DFL Assumed <br />Prying Coefficient 1.4 <br />Allowable Capacity= 760 lbs <br />Zone Trib Width Area (ft) Uplift (lbs) Down (lbs) <br />Zone(1')6 16.5 91.2 91.1 <br />Zone(1)6 16.5 132.8 91.1 <br />Zone(2)6 16.5 174.4 91.1 <br />Zone(3)6 16.5 216.0 91.1 <br />Conservative Max=216.0 < 760 <br />CONNECTION IS OK <br />Risk Category = <br />KZ = <br />Kd = <br />Ke = <br />2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw. <br />Embedment in sheading or other material does not count. <br />II <br />V= <br />Exposure = <br />1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift <br />governs <br />γE= <br />γa= <br /> KZt = <br />qh= 0.00256KzKztKdKeV2= <br />Pitch = <br />Lag Screw Penetration <br />projects@evengineersnet.com <br />http://www.evengineersnet.com <br />300 W Carriage Dr Unit# <br />A - 201826746/12/2024
The URL can be used to link to this page
Your browser does not support the video tag.