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210 W 19th St - Plan
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210 W 19th St - Plan
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Last modified
11/13/2025 3:10:31 AM
Creation date
6/1/2025 12:01:21 PM
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Template:
Plan
Permit Number
20182849
30147263
40139112
101119348
101119349
Full Address
210 W Nineteenth St
Street Number
210
Street Direction
W
Street Name
Nineteenth
Street Suffix
St
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ASCE 7-16 Wind Forces, Chapter 27, Part 1 <br />LIC# : KW-06016886, Build:20.23.10.02 LEE & LEE STRUCTURAL ENGINEERING INC.(c) ENERCALC INC 1983-2023 <br />Project File: 201 W 19th St.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Wind Pressures when EAST Elevation receives positive external wind pressure <br />psf <br />Windward Wall Pressures . . . <br />Height Above Base (ft) <br />Positive Internal Negative Internal <br />Pressure (psf)Pressure (psf) <br />Positive Internal Negative Internal <br />Leeward Wall Pressures 0.0 0.0 <br />Side Wall Pressures -8.278 -8.278 <br />psf <br />psf psf <br />0.00 7.58 7.58 <br />5.00 7.58 7.58 <br />10.00 7.58 7.58 <br />15.00 7.58 7.58 <br />20.00 8.23 8.23 <br />25.00 8.78 8.78 <br />30.00 9.25 9.25 <br />Wind Pressures when WEST Elevation receives positive external wind pressure <br />psf <br />Windward Wall Pressures . . . <br />Height Above Base (ft) <br />Positive Internal Negative Internal <br />Pressure (psf)Pressure (psf) <br />Positive Internal Negative Internal <br />Leeward Wall Pressures 0.0 0.0 <br />Side Wall Pressures -8.278 -8.278 <br />psf <br />psf psf <br />0.00 7.58 7.58 <br />5.00 7.58 7.58 <br />10.00 7.58 7.58 <br />15.00 7.58 7.58 <br />20.00 8.23 8.23 <br />25.00 8.78 8.78 <br />30.00 9.25 9.25 <br />Story Forces for Design Wind Load Cases <br />Values below are calculated based on a building with dimensions B x L x h as defined on the "Basic Values" tab. <br />Load Case Windward Wall Eccentricity for (ft)Wind Shear Components (k) <br />In "Y" Direction In "X" Direction Mt, (ft-k)Ht. Range "Y" Shear "X" ShearBuilding level Trib. Height <br />Base Shear for Design Wind Load Cases North <br />+Y <br />Values below are calculated based on a building with dimensions B x L x h as defined on the "General" tab. <br />Load Case Windward Wall Leeward Wall Wind Base Shear Components (k)West +XIn "Y" Direction In "X" Direction Mt, (ft-k) <br />Case 1 ---South 0.00 ---North <br />Case 1 ---North 0.00 ---South <br />Case 1 ---West ---0.00East <br />Case 1 ---East ---0.00West <br />Case 2 +/- 0.0South0.00 ---North <br />Case 2 +/- 0.0North0.00 ---South <br />Case 2 +/- 0.0West---0.00East <br />Case 2 +/- 0.0East---0.00West <br />76 of 81 <br />210 W 19th St <br />4/14/2025
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