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1344 3%4 S Main St WCC01 - 101113644 - Plan
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1344 3%4 S Main St WCC01 - 101113644 - Plan
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Last modified
7/31/2025 9:23:07 AM
Creation date
6/1/2025 11:58:08 AM
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Plan
Permit Number
101113644
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1344 3/4 S Main St Unit# WCC01
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101113644 - Permit
(Permit - Plan)
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\Building\Permits\M\Main St\1344 3/4 S Main St Unit# WCC01
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Record ID: 22.102 <br />Carrier Site ID: LSSNA01229A <br />Carrier Site Name: Saint Anne <br />Date: 12/19/2022 <br />Code Standard: ASCE 7-16 - <br />Risk Category: II - <br />Basic Wind Speed, V: 95 mph <br />Exposure Category: C - <br />Topographic Factor, Kzt: 1.000 - <br />Ground Elevation, zg: 79.9 ft. <br />Site Class: D (Default) - <br />Ss: 1.284 g <br />S1: 0.459 g <br />Equipment Height: 81.0 in. <br />Equipment Width: 32.0 in. <br />Equipment Depth: 46.0 in. <br />Equipment Weight: 409.0 lbs. <br />Ground Mounted: Yes - <br />Structure/Equipment Type: <br />Structure Height: 0.0 ft. <br />Equipment Centerline: 3.4 ft. <br />Equipment Fully Shielded: No - <br />Number of Anchors/Anchor Groups: 4 - <br />Anchor Hole Width Spacing: 29.0 in. <br />Anchor Hole Depth Spacing: 32.0 in. <br />Exposure Coefficient, Kz: 1.03 - <br />Topography Factor, Kzt: 1.00 - <br />Wind Directionality Factor, Kd: 0.9 - <br />Ground Elevation Factor, Ke: 1.00 - <br />Lateral Velocity Pressure, qh: 21.41 psf <br />Gust Effect Factor, G: 0.85 - <br />Front Force Coefficient, Cf: 1.33 - <br />Side Force Coefficient, Cf: 1.31 - <br />Front Lateral Force, Fh: 434.2 lbs. <br />Side Lateral Force, Fh: 618.1 lbs. <br />Tanks and Similar Structures (Square) <br />-- <br />-- <br />-- <br />WIND CALCULATIONS <br />-- <br />Equation 29.3-1 <br />Great Lakes DC#12804-AC w/ Plinth <br />Figs. 26.5-1A-D & 26.5-2-D <br />PROJECT DATA <br />EQUIPMENT ANCHORAGE CALCULATIONS <br />-- <br />SITE INFORMATION <br />Section 26.7 <br />Table 1.5-1 <br />Section 26.8.2 <br />EQUIPMENT INFORMATION <br />-- <br />Section 26.9 <br />Section 11.4.2 <br />Section 11.4.2 <br />Chapter 20 <br />-- <br />-- <br />-- <br />-- <br />-- <br />-- <br />Section 26.10.1 <br />Section 26.8.2 <br />Table 26.6-1 <br />Section 26.9 <br />Section 26.10.2 <br />Equation 29.3-1 <br />Section 26.11 <br />1344 3%4 S Main <br />St WCC01 - <br />10111364403/23/23
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