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1901 N Fairview St & Bldg A, B, C, F & 1919 N Fairview St Bldg E - Plan
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1901 N Fairview St & Bldg A, B, C, F & 1919 N Fairview St Bldg E - Plan
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Last modified
11/13/2025 2:00:13 AM
Creation date
6/6/2025 1:22:19 PM
Metadata
Fields
Template:
Plan
Permit Number
20180424
20180427
20180439
20180441
20180444
101116031
101119651
Full Address
1901 N Fairview St Bldg# B
1901 N Fairview St Bldg# C
1919 N Fairview St Bldg# E
1901 N Fairview St Bldg# F
1901 N Fairview St
Street Number
1901
1901
1919
1901
1901
Street Direction
N
N
N
N
N
Street Name
Fairview
Fairview
Fairview
Fairview
Fairview
Street Suffix
St
St
St
St
St
Building Number
B
C
E
F
Permit Number (Not in SAPIN)
2018049
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Load On Start End Start End <br /> Case Panel Load Load Loc Loc <br /> Klf Klf Ft. Ft. <br /> RDL RP1 -0.127 -0.127 0.000 22.579 <br /> RLL RP1 -0.306 -0.306 0.000 22.579 <br /> W1R RP1 0.306 0.306 0.000 11.365 <br /> W1R RP1 0.076 0.076 11.365 22.579 <br /> W1R WP1 0.225 0.225 13.250 14.250 <br /> W1R WP2 0.225 0.225 16.220 17.220 <br /> W1R WP2 0.351 0.351 17.217 17.220 <br /> W1L RP1 0.076 0.076 0.000 11.365 <br /> W1L RP1 0.306 0.306 11.365 22.579 <br /> W1L WP1 -0.225 -0.225 13.250 14.250 <br /> W1L WP2 -0.225 -0.225 16.220 16.987 <br /> W1L WP2 -0.526 -0.526 17.217 17.220 <br /> W2R RP1 -0.280 -0.280 0.000 11.365 <br /> W2R RP1 -0.025 -0.025 11.365 22.579 <br /> W2R WP1 0.225 0.225 13.250 14.250 <br /> W2R WP2 0.225 0.225 16.220 17.220 <br /> W2R WP2 0.351 0.351 17.217 17.220 <br /> W2L RP1 -0.025 -0.025 0.000 11.365 <br /> W2L RP1 -0.280 -0.280 11.365 22.579 <br /> W2L WP1 -0.225 -0.225 13.250 14.250 <br /> W2L WP2 -0.225 -0.225 16.220 16.987 <br /> W2L WP2 -0.526 -0.526 17.217 17.220 <br /> W3R RP1 -0.127 -0.127 0.000 11.365 <br /> W3R RP1 -0.306 -0.306 11.365 22.579 <br /> W3R WP1 0.225 0.225 13.250 14.250 <br /> W3R WP2 0.225 0.225 16.220 17.220 <br /> W3R WP2 0.351 0.351 17.217 17.220 <br /> W3L RP1 -0.306 -0.306 0.000 11.365 <br /> W3L RP1 -0.127 -0.127 11.365 22.579 <br /> W3L WP1 -0.225 -0.225 13.250 14.250 <br /> W3L WP2 -0.225 -0.225 16.220 16.987 <br /> W3L WP2 -0.526 -0.526 17.217 17.220 <br /> W4R RP1 -0.280 -0.280 0.000 11.365 <br /> W4R RP1 -0.153 -0.153 11.365 22.579 <br /> W4R WP1 0.225 0.225 13.250 14.250 <br /> W4R WP2 0.225 0.225 16.220 17.220 <br /> W4R WP2 0.351 0.351 17.217 17.220 <br /> W4L RP1 -0.153 -0.153 0.000 11.365 <br /> W4L RP1 -0.280 -0.280 11.365 22.579 <br /> W4L WP1 -0.225 -0.225 13.250 14.250 <br /> W4L WP2 -0.225 -0.225 16.220 16.987 <br /> W4L WP2 -0.526 -0.526 17.217 17.220 <br /> W5B RP1 -0.153 -0.153 0.000 22.579 <br /> W5B WP1 -0.225 -0.225 13.250 14.250 <br /> W5B WP2 0.225 0.225 16.220 17.220 <br /> W5B WP2 0.351 0.351 17.217 17.220 <br /> W6B RP1 0.127 0.127 0.000 22.579 <br /> W6B WP1 -0.225 -0.225 13.250 14.250 <br /> W6B WP2 0.225 0.225 16.220 17.220 <br /> W6B WP2 0.351 0.351 17.217 17.220 <br /> W7B RP1 -0.229 -0.229 0.000 22.579 <br /> W7B WP1 -0.225 -0.225 13.250 14.250 <br /> W7B WP2 0.225 0.225 16.220 17.220 <br /> W7B WP2 0.351 0.351 17.217 17.220 <br /> EQR RP1 0.195 0.195 0.000 22.579 <br /> EQL RP1 -0.195 -0.195 0.000 22.579 <br /> RL1 RP1 -0.306 -0.306 0.000 5.417 <br /> RL2 RP1 -0.306 -0.306 5.417 22.579 <br /> Concentrated Loads <br /> ----------------------------------------- <br /> Load On Hor. Vert. Moment Loc <br /> Case Mem Kips Kips K-Ft. Ft. <br /> W1R COL01 0.437 0.000 0.000 14.250 <br /> W1R COL03 0.437 0.000 0.000 17.217 <br /> W1L COL01 -1.328 0.000 0.000 14.250 <br /> W1L COL03 -1.328 0.000 0.000 17.217 <br /> W2R COL01 0.674 0.000 0.000 14.250 <br /> W2R COL03 0.674 0.000 0.000 17.217 <br /> Endwall Bracing Loads <br /> ----------------------------------------- <br /> Shear loads that are applied perpendicular to the web have been <br /> considered in the baseplate design only. <br /> Load On Hor. Vert. Perp Shear Moment Loc <br /> Case Mem Kips Kips Kips K-Ft. Ft. <br /> ----------------------------------------- <br /> U S E R - A P P L I E D L O A D S <br /> ----------------------------------------- <br /> Shear loads that are applied perpendicular to the web have been considered in the baseplate design only. <br /> The locations listed below for each longitudinal bracing load apply only to the column axial load <br /> (tension on base of column and compression when at top of column). <br /> Load On Hor. Vert. Perp Shear Moment Loc Special <br /> Case Mem Kips Kips Kips K-Ft. Ft. Load # Description <br /> BWF COL02 0.000 0.000 -2.530 0.000 0.500 Long. Bracing-2 COL02 <br /> BWB COL02 0.000 0.000 2.530 0.000 11.672 Long. Bracing-2 COL02 <br /> EQB COL02 0.000 0.000 3.790 0.000 11.672 Long. Bracing-2 COL02 <br /> EQF COL02 0.000 0.000 -3.790 0.000 0.500 Long. Bracing-2 COL02 <br /> ----------------------------------------- <br /> L O A D C O M B I N A T I O N S <br /> ----------------------------------------- <br /> ASR Cases <br /> 1) 1.00 SW+RDL+NLL <br /> 2) 1.00 SW+RDL+NLR <br /> 3) 1.00 SW+RDL+RLL+NLL <br /> 4) 1.00 SW+RDL+RLL+NLR <br /> 5) 1.00 SW+RDL+0.60W1L <br /> 6) 1.00 SW+RDL+0.60W2L <br />183 1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024
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