My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2350 S Pullman St - DEF - Exterior & Interior Framing - Plan
PBA
>
Building
>
ProjectDox
>
P
>
Pullman St
>
2350 S Pullman St
>
2350 S Pullman St - DEF - Exterior & Interior Framing - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/13/2025 4:18:31 AM
Creation date
9/6/2025 5:00:04 AM
Metadata
Fields
Template:
Plan
Permit Number
101124188
Full Address
2350 S Pullman St
Street Number
2350
Street Direction
S
Street Name
Pullman
Street Suffix
St
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
210
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
www.SSMA.com36 Copyright © 2022 by the SSMA <br />25 psf Lateral Load <br />Wall Height (ft) <br />Spacing (in) oc <br />800S137 800S162 800S200 <br />33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi <br />43 54 68 97 43 54 68 97 118 43 54 68 97 118 <br />8 <br />12 2.11 3.31 4.50 6.98 2.98 5.09 6.92 10.93 14.02 4.03 7.31 9.89 15.60 20.09 <br />16 1.98 3.21 4.40 6.89 2.82 4.95 6.78 10.80 13.91 3.85 7.14 9.73 15.45 19.94 <br />24 1.72 3.00 4.20 6.70 2.52 4.67 6.51 10.53 13.67 3.49 6.78 9.41 15.14 19.64 <br />9 <br />12 2.01 3.22 4.42 6.90 2.85 4.97 6.80 10.82 13.92 3.88 7.16 9.75 15.47 19.96 <br />16 1.84 3.09 4.29 6.78 2.65 4.79 6.62 10.64 13.77 3.65 6.93 9.54 15.27 19.76 <br />24 1.51 2.82 4.03 6.54 2.26 4.44 6.27 10.30 13.47 3.20 6.48 9.13 14.87 19.37 <br />10 <br />12 1.88 3.12 4.32 6.81 2.70 4.84 6.66 10.68 13.80 3.71 6.98 9.59 15.31 19.80 <br />16 1.68 2.96 4.16 6.66 2.46 4.61 6.44 10.46 13.61 3.42 6.70 9.33 15.05 19.55 <br />24 1.28 2.63 3.84 6.36 1.98 4.17 6.01 10.03 13.23 2.86 6.13 8.81 14.55 19.05 <br />12 <br />12 1.60 2.89 4.09 6.59 2.36 4.51 6.34 10.35 13.51 3.30 6.55 9.18 14.91 19.39 <br />16 1.31 2.65 3.86 6.37 2.01 4.18 6.02 10.03 13.22 2.89 6.13 8.80 14.53 19.01 <br />24 0.75 2.17 3.40 5.92 1.34 3.55 5.38 9.39 12.66 2.10 5.32 8.04 13.78 18.26 <br />14 <br />12 1.27 2.60 3.81 6.31 1.96 4.11 5.93 9.93 13.12 2.78 5.93 8.61 14.38 18.85 <br />16 0.89 2.28 3.49 6.00 1.49 3.66 5.49 9.48 12.72 2.24 5.37 8.08 13.83 18.30 <br />24 0.16 4 1.64 2.87 5.39 0.62 2.81 4.63 8.60 11.92 1.22 4.30 7.05 12.79 17.23 <br />16 <br />12 0.90 2.27 3.47 5.97 1.50 3.63 5.44 9.40 12.63 2.18 5.12 7.71 13.34 17.90 <br />16 0.42 4 1.85 3.06 5.56 0.93 3.07 4.86 8.79 12.08 1.53 4.43 7.04 12.64 17.16 <br />24 -1.06 3 2.27 4 4.77 -2.01 4 3.78 7.65 11.02 0.32 3 3.15 5.77 11.30 15.75 <br />30 psf Lateral Load <br />Wall Height (ft) <br />Spacing (in) oc. <br />350S162 362S137 362S162 362S200 <br />33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi <br />33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 <br />8 <br />12 0.78 1.49 2.99 4.08 0.56 4 1.16 2.43 3.44 0.85 1.59 3.17 4.38 1.13 2.13 4.06 5.58 <br />16 0.43 3 1.11 4 2.64 3.72 0.24 3 0.81 4 2.11 3.10 0.50 4 1.21 2.82 4.01 0.74 4 1.71 3.65 5.18 <br />24 -0.42 3 1.99 3 3.05 -0.18 3 1.52 3 2.47 4 -0.52 3 2.16 4 3.32 -0.95 4 2.89 4.42 <br />9 <br />12 0.46 3 1.11 4 2.48 3.48 0.28 3 0.83 4 2.03 2.94 0.53 3 1.21 2.68 3.77 0.77 4 1.68 3.44 4.84 <br />16 -0.69 3 2.08 4 3.06 -0.44 3 1.66 3 2.55 4 0.13 3 0.78 3 2.27 4 3.34 0.32 3 1.21 4 2.97 4.37 <br />24 --1.37 3 2.31 3 --0.99 3 1.84 3 --1.54 3 2.57 3 -0.37 3 2.12 3 3.51 4 <br />10 <br />12 0.17 3 0.74 3 1.99 4 2.88 -0.51 3 1.62 3 2.44 4 0.23 3 0.84 3 2.18 4 3.15 0.42 3 1.25 4 2.83 4.09 <br />16 -0.29 3 1.56 3 2.43 3 --1.22 3 2.01 3 -0.38 3 1.74 3 2.69 4 -0.74 3 2.32 3 3.58 4 <br />24 --0.81 2 1.63 3 --0.51 2 1.25 2 --0.96 2 1.86 3 --1.43 3 2.66 3 <br />12 <br />12 -0.13 2 1.13 2 1.81 3 --0.89 2 1.51 3 -0.20 2 1.29 3 2.03 3 -0.49 3 1.73 3 2.72 3 <br />16 --0.70 2 1.35 2 --0.48 2 1.06 2 --0.84 2 1.55 2 --1.21 2 2.19 3 <br />24 ---0.56 1 ---0.29 1 ---0.71 1 --0.31 1 1.26 2 <br />14 <br />12 --0.53 1 1.04 2 --0.35 1 0.82 2 --0.64 1 1.19 2 --0.92 2 1.69 2 <br />16 --0.13 1 0.60 1 ---0.39 1 --0.21 1 0.73 1 --0.43 1 1.18 2 <br />24 ---------------0.31 1 <br />16 <br />12 --0.13 1 0.51 1 ---0.34 1 --0.19 1 0.62 1 --0.38 1 0.97 1 <br />16 ---0.11 1 -------0.19 1 ---0.50 1 <br />24 ---------------- <br />25 psf Lateral Load <br />Wall Height (ft) <br />Spacing (in) oc <br />600S137 600S162 600S200 <br />33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi <br />33 43 54 68 97 33 43 54 68 97 33 43 54 68 97 <br />8 <br />12 1.31 2.06 3.43 4.68 7.22 1.87 2.89 5.14 6.99 10.94 2.29 3.71 6.86 9.41 15.09 <br />16 1.12 1.87 3.27 4.52 7.09 1.64 2.69 4.94 6.80 10.76 2.06 3.46 6.61 9.18 14.86 <br />24 0.75 1.51 2.96 4.22 6.83 1.21 2.28 4.56 6.43 10.39 1.60 2.98 6.12 8.72 14.40 <br />9 <br />12 1.15 1.90 3.29 4.54 7.10 1.68 2.71 4.96 6.81 10.77 2.08 3.46 6.54 9.07 14.66 <br />16 0.91 1.67 3.09 4.34 6.93 1.40 2.45 4.71 6.57 10.53 1.79 3.15 6.23 8.77 14.36 <br />24 0.46 1.21 2.70 3.95 6.59 0.86 1.95 4.22 6.09 10.05 1.23 2.55 5.61 8.19 13.77 <br />10 <br />12 0.97 1.72 3.13 4.38 6.96 1.46 2.51 4.75 6.61 10.56 1.84 3.18 6.17 8.67 14.14 <br />16 0.69 1.44 2.88 4.13 6.75 1.13 2.19 4.44 6.30 10.25 1.49 2.81 5.79 8.30 13.76 <br />24 0.14 4 0.89 2.40 3.65 6.32 0.48 1.58 3.84 5.71 9.65 0.82 2.08 5.05 7.59 13.03 <br />12 <br />12 0.58 1.32 2.75 3.99 6.61 0.97 2.01 4.20 6.09 10.01 1.31 2.55 5.30 7.68 12.83 <br />16 0.20 4 0.93 2.40 3.63 6.28 0.53 4 1.58 3.77 5.64 9.54 0.85 2.04 4.78 7.17 12.28 <br />24 -0.20 3 1.73 4 2.95 5.66 -0.76 4 2.94 4.79 8.66 -1.10 4 3.79 6.20 11.25 <br />14 <br />12 0.16 3 0.86 4 2.30 3.51 6.14 0.45 3 1.44 3.44 5.21 9.22 0.76 4 1.85 4.31 6.51 11.20 <br />16 -0.38 3 1.84 4 3.04 5.70 -0.91 3 2.90 4 4.64 8.58 0.21 3 1.25 4 3.67 5.87 10.50 <br />24 --1.00 3 2.16 3 4.86 4 --1.92 3 3.60 3 7.39 -0.14 3 2.52 3 4.70 4 9.21 <br />16 <br />12 -0.39 3 1.80 3 2.96 4 5.56 -0.87 3 2.64 4 4.22 7.74 0.23 3 1.18 3 3.31 5.28 9.42 <br />16 --1.25 3 2.38 3 4.99 4 -0.28 3 2.04 3 3.57 3 6.99 -0.50 3 2.61 3 4.56 4 8.61 <br />24 --0.28 2 1.35 2 3.95 3 --0.98 2 2.42 3 5.67 3 --1.37 3 3.28 3 7.16 4 <br />If no note, deflection meets L/720 <br />1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 <br />See Table Notes on page 31. <br />Combined Axial and Lateral Loads
The URL can be used to link to this page
Your browser does not support the video tag.