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2350 S Pullman St - DEF - Exterior & Interior Framing - Plan
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2350 S Pullman St - DEF - Exterior & Interior Framing - Plan
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Last modified
11/13/2025 4:18:31 AM
Creation date
9/6/2025 5:00:04 AM
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Plan
Permit Number
101124188
Full Address
2350 S Pullman St
Street Number
2350
Street Direction
S
Street Name
Pullman
Street Suffix
St
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www.SSMA.com68 Copyright © 2022 by the SSMA <br />Section Properties & Ceiling Spans (F-Sections) <br />(Hat) Furring Channel Section Properties (F-Sections) <br />Section Fy (ksi) <br />Design Thickness (in) <br />Gross Properties Effective Properties <br />Area (in2)Weight (lb/ft)Ix (in4)Rx (in)Iy (in4)Ry (in)Ix (in4)Sx (in3)Ma (in-k) <br />087F125-18 33 0.0188 0.070 0.239 0.009 0.356 0.0354 0.710 0.0086 0.0160 0.317087F125-27 33 0.0283 0.105 0.356 0.013 0.353 0.0528 0.710 0.0131 0.0272 0.537 <br />087F125-30 33 0.0312 0.115 0.391 0.014 0.353 0.0580 0.710 0.0143 0.0307 0.606 <br />087F125-33 33 0.0346 0.127 0.432 0.016 0.351 0.0641 0.710 0.0157 0.0337 0.665087F125-43 33 0.0451 0.162 0.550 0.020 0.348 0.0817 0.711 0.0196 0.0420 0.830 <br />150F125-18 33 0.0188 0.094 0.320 0.031 0.575 0.0467 0.705 0.0299 0.0344 0.679150F125-27 33 0.0283 0.140 0.477 0.046 0.572 0.0697 0.705 0.0459 0.0569 1.125150F125-30 33 0.0312 0.154 0.525 0.050 0.571 0.0767 0.705 0.0503 0.0639 1.263150F125-33 33 0.0346 0.171 0.581 0.055 0.570 0.0848 0.705 0.0554 0.0704 1.391150F125-43 33 0.0451 0.219 0.745 0.070 0.565 0.1087 0.705 0.0699 0.0888 1.755 <br />2 ½" min <br />⅞" <br /> <br />o <br />r <br /> <br />1 <br /> <br />½ <br />" <br /> <br />½" <br />X <br />Y <br />X <br />Y <br />Table Notes <br />1. If present, hems and offsets in flanges are ignored. <br />2. Effective properties are given as the minimum value for positive <br />or negative bending. <br />3. See page 5 for additional table notes. <br />(Hat) Furring Channel Allowable Ceiling Spans (F-Sections) - L/240 <br />Section Fy (ksi)Spans <br />4 psf 6 psf 13 psf * <br />Spacing (in) on center Spacing (in) on center Spacing (in) on center <br />12 16 24 12 16 24 12 16 24 <br />087F125-18 33 Single 5' 2"4' 9"4' 1"4' 6"4' 1"3' 7"3' 6"3' 2"2' 9"Multiple 6' 5"5' 10"5' 1"5' 7"5' 1"4' 2"4' 0"3' 6"2' 10" <br />087F125-27 33 Single 6' 0"5' 5"4' 9"5' 3"4' 9"4' 2"4' 0"3' 8"3' 2" <br />Multiple 7' 5"6' 9"5' 10"6' 6"5' 10"5' 2"5' 0"4' 6"3' 8" <br />087F125-30 33 Single 6' 2"5' 7"4' 11"5' 5"4' 11"4' 3"4' 2"3' 9"3' 4" <br />Multiple 7' 7"6' 11"6' 1"6' 8"6' 1"5' 3"5' 2"4' 8"3' 11" <br />087F125-33 33 Single 6' 4"5' 9"5' 1"5' 7"5' 1"4' 5"4' 4"3' 11"3' 5"Multiple 7' 10"7' 2"6' 3"6' 10"6' 3"5' 5"5' 4"4' 10"4' 1" <br />087F125-43 33 Single 6' 10"6' 3"5' 5"6' 0"5' 5"4' 9"4' 7"4' 2"3' 8"Multiple 8' 6"7' 8"6' 9"7' 5"6' 9"5' 10"5' 9"5' 2"4' 6" <br />150F125-18 33 Single 7' 11"7' 2"6' 3"6' 11"6' 3"5' 6"5' 4"4' 10"4' 2"Multiple 9' 9"8' 10"7' 6"8' 6"7' 6"6' 0"5' 8"4' 9"3' 8" <br />150F125-27 33 Single 9' 1"8' 3"7' 3"7' 11"7' 3"6' 4"6' 2"5' 7"4' 10"Multiple 11' 3"10' 3"8' 11"9' 10"8' 11"7' 10"7' 7"6' 7"5' 4" <br />150F125-30 33 Single 9' 5"8' 6"7' 5"8' 2"7' 5"6' 6"6' 4"5' 9"5' 0" <br />Multiple 11' 7"10' 6"9' 2"10' 2"9' 2"8' 0"7' 10"7' 0"5' 8" <br />150F125-33 33 Single 9' 8"8' 10"7' 8"8' 6"7' 8"6' 9"6' 6"5' 11"5' 2" <br />Multiple 12' 0"10' 11"9' 6"10' 6"9' 6"8' 4"8' 1"7' 4"6' 0" <br />150F125-43 33 Single 10' 6"9' 6"8' 4"9' 2"8' 4"7' 3"7' 1"6' 5"5' 7"Multiple 13' 0"11' 9"10' 3"11' 4"10' 3"9' 0"8' 9"8' 0"6' 8" <br />* Loads that exceed 10 psf limit require an approved CP60 coating. <br />Table Notes <br />1. Single spans are the minimum span based on moment, shear, <br />web crippling, or deflection. <br />2. Multiple spans indicate two or more equal and continuous spans <br />with span length measured support to support. <br />3. Web crippling check is based on 1" of bearing at end and interior <br />supports. <br />4. Multiple spans are the minimum span based on moment, shear, <br />web crippling, deflection, combined bending and shear, or <br />combined bending and web crippling. <br />5. See page 5 for additional table notes. <br />(Hat) Furring Channel Allowable Ceiling Spans (F-Sections) - L/360 <br />Section Fy (ksi)Spans <br />4 psf 6 psf 13 psf * <br />Spacing (in) on center Spacing (in) on center Spacing (in) on center <br />12 16 24 12 16 24 12 16 24 <br />087F125-18 33 Single 4' 6"4' 1"3' 7"4' 0"3' 7"3' 2"3' 1"2' 9"2' 5"Multiple 5' 7"5' 1"4' 5"4' 11"4' 5"3' 11"3' 9"3' 5"2' 10" <br />087F125-27 33 Single 5' 3"4' 9"4' 2"4' 7"4' 2"3' 7"3' 6"3' 2"2' 10"Multiple 6' 6"5' 10"5' 2"5' 8"5' 2"4' 6"4' 4"4' 0"3' 6" <br />087F125-30 33 Single 5' 5"4' 11"4' 3"4' 8"4' 3"3' 9"3' 8"3' 4"2' 11"Multiple 6' 8"6' 1"5' 3"5' 10"5' 3"4' 7"4' 6"4' 1"3' 7" <br />087F125-33 33 Single 5' 7"5' 1"4' 5"4' 10"4' 5"3' 10"3' 9"3' 5"3' 0"Multiple 6' 10"6' 3"5' 5"6' 0"5' 5"4' 9"4' 8"4' 3"3' 8" <br />087F125-43 33 Single 6' 0"5' 5"4' 9"5' 3"4' 9"4' 2"4' 0"3' 8"3' 2" <br />Multiple 7' 5"6' 9"5' 10"6' 6"5' 10"5' 2"5' 0"4' 6"4' 0" <br />150F125-18 33 Single 6' 11"6' 3"5' 6"6' 0"5' 6"4' 9"4' 8"4' 3"3' 8" <br />Multiple 8' 6"7' 9"6' 9"7' 5"6' 9"5' 11"5' 8"4' 9"3' 8" <br />150F125-27 33 Single 7' 11"7' 3"6' 4"6' 11"6' 4"5' 6"5' 4"4' 10"4' 3"Multiple 9' 10"8' 11"7' 10"8' 7"7' 10"6' 10"6' 8"6' 0"5' 3" <br />150F125-30 33 Single 8' 2"7' 5"6' 6"7' 2"6' 6"5' 8"5' 6"5' 0"4' 5"Multiple 10' 2"9' 2"8' 0"8' 10"8' 0"7' 0"6' 10"6' 3"5' 5" <br />150F125-33 33 Single 8' 6"7' 8"6' 9"7' 5"6' 9"5' 10"5' 9"5' 2"4' 6"Multiple 10' 6"9' 6"8' 4"9' 2"8' 4"7' 3"7' 1"6' 5"5' 7" <br />150F125-43 33 Single 9' 2"8' 4"7' 3"8' 0"7' 3"6' 4"6' 2"5' 7"4' 11"Multiple 11' 4"10' 3"9' 0"9' 11"9' 0"7' 10"7' 8"6' 11"6' 1"
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