Gate 7 Garage_65 Construction Documents_Structural Calculations.pdf
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- Solicitation number
- 47PB5126R0038
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About this file
This file contains structural design calculations for the Gate 7 Parking Garage at St. Elizabeths West Campus in Washington, DC, prepared by A+F Engineers Inc. as part of the 65% design submission dated August 17, 2026. The document includes comprehensive structural analysis data encompassing ASCE 7-22 hazard assessments, seismic design parameters, wind load calculations, precast/prestressed concrete component specifications, and detailed column load calculations across multiple building levels. Key environmental parameters include a wind speed of 113 mph (700-year MRI), seismic design category A with a site soil class D (stiff soil), and an elevation of 132.15 feet (NAVD 88) at coordinates 38.852972°N, 77.001158°W. The document provides load tables for double-tee precast concrete members with varying strand patterns and spans, cumulative dead loads, live loads, and snow loads tabulated for each floor level from the future roof through Level 2.
The analysis results include base reactions, diaphragm center of mass displacements for all building stories, mass distribution data, and moment of inertia calculations generated using ETABS v23.2.0 structural analysis software. The cumulative column loads for Level 2 range from approximately 200 to 1,418 kips depending on location, with detailed displacement data provided for multiple load cases including dead load, live load, seismic, wind, and various combination scenarios. This design documentation supports the GSA's construction solicitation (47PB5126R0038) for the new multi-level parking garage facility, which includes substructure construction, structural framing, parking decks, mechanical systems, and associated site infrastructure improvements.
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Owner / Project
GSA
Capital Projects Division, Office of Design and Construction
Calculations for
Gate 7 Garage
65% Design Submission
Pages 1 - 139
Prepared by
A+F Engineers Inc.
1112 16th Street NW #720
Washington DC 20036
Date
17 August 2026
A & F Engineers Inc. – www.af-engineers.com – Maryland & Washington, DC – (202)-628-1600
ASCE Hazards Report Address:
2701 Martin Luther King Jr Ave SE Washington, District of Columbia 20032
Standard: ASCE/SEI 7-22 Latitude: 38.852972
Risk Category: II Longitude: -77.001158
Soil Class: D - Stiff Soil Elevation: 132.14906479635525 ft
(NAVD 88)
Wind
Results:
Wind Speed 113 Vmph
10-year MRI 75 Vmph
25-year MRI 84 Vmph
50-year MRI 89 Vmph
100-year MRI 95 Vmph
300-year MRI 105 Vmph
700-year MRI 113 Vmph
1,700-year MRI 120 Vmph
3,000-year MRI 125 Vmph
10,000-year MRI 136 Vmph
100,000-year MRI 157 Vmph
1,000,000-year MRI 178 Vmph
Data Source: ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2
Date Accessed: Thu Jul 03 2025
Page 1 of 6https://ascehazardtool.org/ Thu Jul 03 2025 https://ascehazardtool.org/
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-22 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Values for 10-year MRI, 25-year MRI, 50-year MRI and 100-year MRI are Service Level wind speeds, all other wind speeds are Ultimate wind speeds.
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-22 Section 26.2.
Page 2 of 6https://ascehazardtool.org/ Thu Jul 03 2025
PGA M : 0.084
SMS : 0.19
SM1 : 0.088
SDS : 0.13
SD1 : 0.059
TL : 8
SS : 0.15
S1 : 0.042
VS30 : 260
Seismic Design Category: A
Multi-Period Design Spectrum
S (g) vs T(s)a
Multi-Period MCE SpectrumR
S (g) vs T(s)a
Two-Period Design Spectrum
S (g) vs T(s)a
Two-Period MCE SpectrumR
S (g) vs T(s)a
Design Vertical Response Spectrum
Vertical ground motion data has not yet been made available by USGS.
MCE Vertical Response SpectrumR
Vertical ground motion data has not yet been made available by USGS.
Seismic
D - Stiff SoilSite Soil Class:
Results:
Page 3 of 6https://ascehazardtool.org/ Thu Jul 03 2025
Data Accessed: Thu Jul 03 2025
Date Source:
USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS.
Page 4 of 6https://ascehazardtool.org/ Thu Jul 03 2025
Key 135 – Superimposed service load capacity, lb/ft2
0.9 – Estimated camber at erection, in.
1.1 – Estimated long-time camber, in.
Check with regional producers for availability.
CHAPTER 3 PRELIMINARY DESIGN OF PRECAST / PRESTRESSED CONCRETE COMPONENTS
PCI DESIGN HANDBOOK/EIGHTH EDITION
Load capacities shown include dead load of 10 lb/ft2 for untopped members and 15 lb/ft2 for topped members. Remainder is live load. Long-time cambers include superimposed dead load but do not include live load.
28 in.
4 in.
4 in.
6 ft 0 in.
12 ft 0 in.
3 in.
3 ft 0 in.
2 in.
3 ft 0 in.
f′c = 5000 psi fpu = 270,000 psi
½ in. diameter regular strand
Section Properties No topping 3 in. topping
(f′c = 3000 psi) A = 613 in.2 – I = 43,700 in.4 62,960 in.4 yb = 20.13 in. 23.44 in.
yt = 7.87 in. 7.56 in.
Sb = 2171 in.3 2686 in.3
St = 5552 in.3 8326 in.3 wt = 639 lb/ft 1089 lb/ft DL = 53 lb/ft2 91 lb/ft2
V/S = 1.57 in.
12 ft 0 in. × 28 in.
normalweight concrete
3.4 Double-Tee Load Tables (cont.)
Table of superimposed service load capacity, lb/ft2, and cambers, in.
Strand pattern ys (end) ys (center), in.
Span, ft
40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84
108-S 6.00 6.00
135 119 104 92 83 74 66 58 51 45 40 35 30
0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.8 0.7
1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.0 0.9 0.8 0.7 0.5 0.2
128-S 7.00 7.00
160 140 124 112 100 90 80 72 64 58 50 44 40 35 30
1.0 1.0 1.1 1.2 1.2 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.1 0.9 0.9
1.3 1.3 1.3 1.4 1.4 1.5 1.5 1.4 1.3 1.1 1.0 1.0 0.7 0.4 0.2
148-S 8.00 8.00
180 160 142 126 112 102 92 82 74 66 58 52 48 42 38 34 30
1.1 1.2 1.2 1.3 1.3 1.4 1.5 1.5 1.5 1.5 1.4 1.4 1.4 1.3 1.2 1.0 0.9
1.5 1.5 1.6 1.7 1.7 1.8 1.8 1.7 1.7 1.6 1.4 1.2 1.1 0.9 0.6 0.3 -0.1
168-S 9.00 9.00
196 175 156 140 124 112 100 90 80 74 67 62 54 49 43 38 34 29
1.2 1.3 1.4 1.4 1.5 1.5 1.6 1.6 1.7 1.8 1.7 1.7 1.6 1.5 1.4 1.2 1.1 0.9
1.6 1.7 1.8 1.8 1.9 1.9 1.9 1.9 1.9 1.8 1.7 1.5 1.4 1.1 0.9 0.5 0.2 -0.2
168-D1 13.00 3.75
180 162 146 132 120 110 100 90 80 77 66 62 54 50 44 40 36 33 30
1.8 1.9 2.0 2.0 2.1 2.2 2.2 2.2 2.3 2.3 2.3 2.2 2.1 2.1 1.9 1.8 1.6 1.4 1.1
2.3 2.4 2.5 2.5 2.6 2.6 2.6 2.6 2.6 2.4 2.3 2.1 1.9 1.5 1.3 0.8 0.4 -0.2 -0.7
188-D1 14.39 4.00
136 124 112 102 94 86 78 72 64 58 54 48 44 39 35 31
2.4 2.5 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.5 2.4 2.2 2.1 1.9 1.7 1.5
3.0 3.0 3.1 3.0 3.0 3.0 2.8 2.7 2.5 2.3 1.9 1.6 1.2 0.7 0.2 -0.4
12DT28
No topping
Strand Pattern Designation
Table of superimposed service load capacity, lb/ft2, and cambers, in.
Strand pattern ys (end) ys (center), in.
Span, ft
40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72
108-S 6.00 6.00
132 114 98 84 72 59 50 42 35 25
0.9 0.9 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.0
0.7 0.6 0.6 0.4 0.4 0.3 0.1 -0.1 -0.4 -0.9
128-S 7.00 7.00
160 140 121 108 92 79 67 58 48 38 28
1.0 1.1 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3
0.9 0.8 0.8 0.7 0.6 0.6 0.4 0.2 0.0 -0.3 -0.6
148-S 8.00 8.00
182 160 141 122 108 94 82 70 57 47 37 28
1.1 1.2 1.3 1.4 1.4 1.5 1.5 1.5 1.5 1.5 1.5 1.5
1.0 1.0 1.0 1.0 0.9 0.8 0.6 0.5 0.2 0.0 -0.5 -0.7
168-S 9.00 9.00
200 176 154 136 122 106 90 78 66 54 44 34 24
1.2 1.3 1.4 1.4 1.5 1.6 1.6 1.6 1.7 1.7 1.8 1.6 1.6
1.1 1.1 1.1 1.1 1.0 0.9 0.7 0.6 0.4 0.2 -0.2 -0.5 -0.9
168-D1 13.00 3.75
202 178 154 136 122 113 101 88 76 64 54 46 37 29
1.7 1.8 1.9 2.0 2.1 2.2 2.2 2.3 2.3 2.3 2.3 2.3 2.2 2.2
1.5 1.5 1.5 1.5 1.4 1.3 1.1 0.9 0.7 0.4 0.0 -0.4 -0.9 -1.4
188-D1 14.39 4.00
144 128 114 101 88 76 65 54 46 38 30
2.3 2.4 2.5 2.5 2.6 2.6 2.6 2.6 2.6 2.5 2.5
1.7 1.6 1.4 1.2 1.0 0.8 0.4 0.0 -0.4 -0.9 -1.5
12DT28 + 3
3 in. normalweight topping
Number of strands (16) S = straight D = depressed
Number of depression points Diameter of strand in 16ths
1 6 8 – D 1
Strength is based on strain compatibility; bottom tension is limited to 12 fc' ; see pages 3−8 through 3−11 for explanation.
Shaded values require release strengths higher than 3500 psi.
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Rt of Exp Jt
Floor Dead Load 91 psf Structural
Floor SI Dead Load 5 psf Spandrel 850 plf
Framing Dead Load 4 psf (account for column wt)
Total Dead Load from Floor 100 psf Facade 850 plf
Live Load 50 psf Snow Load 25 psf (Apply to Level 5)
Column A/9.1 A/10 A/11 A/12 A/13 A/14 A/15 A.3/9.1 A.3/10 A.3/11 A.3/12 A.3/13 A.3/14 A.3/15 A.7/9.1 A.7/10 A.7/11 A.7/12 A.7/13 A.7/14 A.8/15
Future Roof
Tributary area 151 313 324 324 324 216 54 402 834 864 864 864 576 144 352 730 756 756 756 504 126
Floor Dead Load 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120
Floor Superimposed Dead Load 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
Floor Live Load 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250
Floor Snow Load 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25
Column Dead Load 18.12 37.56 38.88 38.88 38.88 25.92 6.48 48.24 100.08 103.68 103.68 103.68 69.12 17.28 42.24 87.6 90.72 90.72 90.72 60.48 15.12
Column Superimposed Dead Load 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Column Live Load 37.75 78.25 81 81 81 54 13.5 100.5 208.5 216 216 216 144 36 88 182.5 189 189 189 126 31.5
Column Snow Load 3.775 7.825 8.1 8.1 8.1 5.4 1.35 10.05 20.85 21.6 21.6 21.6 14.4 3.6 8.8 18.25 18.9 18.9 18.9 12.6 3.15
Length of Spandrel Beam 17 35 36 36 36 24 15 0 0 0 0 0 0 24 0 0 0 0 0 0 36
Dead Load of Spandrel Beam 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Length of Facade 0 0 0 0 0 0 9 0 0 0 0 0 0 24 0 0 0 0 0 0 36
Dead Load of Facade 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Total Perimeter Dead Load 14.45 29.75 30.6 30.6 30.6 20.4 20.4 0 0 0 0 0 0 40.8 0 0 0 0 0 0 61.2
Total Dead Load at Floor 32.57 67.31 69.48 69.48 69.48 46.32 26.88 48.24 100.08 103.68 103.68 103.68 69.12 58.08 42.24 87.6 90.72 90.72 90.72 60.48 76.32
Total Superimposed Dead Load 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Total Live Load at Floor 37.75 78.25 81 81 81 54 13.5 100.5 208.5 216 216 216 144 36 88 182.5 189 189 189 126 31.5
Total Snow Load at Floor 3.775 7.825 8.1 8.1 8.1 5.4 1.35 10.05 20.85 21.6 21.6 21.6 14.4 3.6 8.8 18.25 18.9 18.9 18.9 12.6 3.15
Column Load From Floor 81.645 169.035 174.78 174.78 174.78 116.52 44.43 178.89 371.13 384.48 384.48 384.48 256.32 104.88 156.64 324.85 336.42 336.42 336.42 224.28 117.27
Level 5
Tributary area 151 313 324 324 324 216 54 402 834 864 864 864 576 144 352 730 756 756 756 504 126
Floor Dead Load 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Floor Live Load 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
Floor Snow Load 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25
Column Dead Load 15.1 31.3 32.4 32.4 32.4 21.6 5.4 40.2 83.4 86.4 86.4 86.4 57.6 14.4 35.2 73 75.6 75.6 75.6 50.4 12.6
Column Live Load 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Column Snow Load 3.775 7.825 8.1 8.1 8.1 5.4 1.35 10.05 20.85 21.6 21.6 21.6 14.4 3.6 8.8 18.25 18.9 18.9 18.9 12.6 3.15
Length of Spandrel Beam 17 35 36 36 36 24 15 0 0 0 0 0 0 24 0 0 0 0 0 0 36
Dead Load of Spandrel Beam 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Length of Facade 0 0 0 0 0 0 9 0 0 0 0 0 0 24 0 0 0 0 0 0 36
Dead Load of Facade 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Total Perimeter Dead Load 14.45 29.75 30.6 30.6 30.6 20.4 20.4 0 0 0 0 0 0 40.8 0 0 0 0 0 0 61.2
Total Dead Load at Floor 29.55 61.05 63 63 63 42 25.8 40.2 83.4 86.4 86.4 86.4 57.6 55.2 35.2 73 75.6 75.6 75.6 50.4 73.8
Total Live Load at Floor 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Total Snow Load at Floor 3.775 7.825 8.1 8.1 8.1 5.4 1.35 10.05 20.85 21.6 21.6 21.6 14.4 3.6 8.8 18.25 18.9 18.9 18.9 12.6 3.15
Cumulative Dead Load 69.67 144.01 148.68 148.68 148.68 99.12 55.38 108.54 225.18 233.28 233.28 233.28 155.52 120.48 95.04 197.1 204.12 204.12 204.12 136.08 156.42
Cumulative Live Load 45.3 93.9 97.2 97.2 97.2 64.8 16.2 120.6 250.2 259.2 259.2 259.2 172.8 43.2 105.6 219 226.8 226.8 226.8 151.2 37.8
Cumulative Snow Load 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Column Load From Floor 40.875 84.525 87.3 87.3 87.3 58.2 29.85 70.35 145.95 151.2 151.2 151.2 100.8 66 61.6 127.75 132.3 132.3 132.3 88.2 83.25
Cumulative Column Load 122.52 253.56 262.08 262.08 262.08 174.72 74.28 249.24 517.08 535.68 535.68 535.68 357.12 170.88 218.24 452.6 468.72 468.72 468.72 312.48 200.52
Level 4
Tributary area 151 313 324 324 324 216 54 402 834 864 864 864 576 144 352 730 756 756 756 504 126
Floor Dead Load 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Floor Live Load 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
Floor Snow Load 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Column Dead Load 15.1 31.3 32.4 32.4 32.4 21.6 5.4 40.2 83.4 86.4 86.4 86.4 57.6 14.4 35.2 73 75.6 75.6 75.6 50.4 12.6
Column Live Load 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Column Snow Load 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Length of Spandrel Beam 17 35 36 36 36 24 15 0 0 0 0 0 0 24 0 0 0 0 0 0 36
Dead Load of Spandrel Beam 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Length of Facade 0 0 0 0 0 0 9 0 0 0 0 0 0 24 0 0 0 0 0 0 36
Dead Load of Facade 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Total Perimeter Dead Load 14.45 29.75 30.6 30.6 30.6 20.4 20.4 0 0 0 0 0 0 40.8 0 0 0 0 0 0 61.2
Total Dead Load at Floor 29.55 61.05 63 63 63 42 25.8 40.2 83.4 86.4 86.4 86.4 57.6 55.2 35.2 73 75.6 75.6 75.6 50.4 73.8
Total Live Load at Floor 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Total Snow Load at Floor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Cumulative Dead Load 99.22 205.06 211.68 211.68 211.68 141.12 81.18 148.74 308.58 319.68 319.68 319.68 213.12 175.68 130.24 270.1 279.72 279.72 279.72 186.48 230.22
Cumulative Live Load 52.85 109.55 113.4 113.4 113.4 75.6 18.9 140.7 291.9 302.4 302.4 302.4 201.6 50.4 123.2 255.5 264.6 264.6 264.6 176.4 44.1
Cumulative Snow Load 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Column Load From Floor 37.1 76.7 79.2 79.2 79.2 52.8 28.5 60.3 125.1 129.6 129.6 129.6 86.4 62.4 52.8 109.5 113.4 113.4 113.4 75.6 80.1
Cumulative Column Load 159.62 330.26 341.28 341.28 341.28 227.52 102.78 309.54 642.18 665.28 665.28 665.28 443.52 233.28 271.04 562.1 582.12 582.12 582.12 388.08 280.62
Level 3
Tributary area 151 313 324 324 324 216 54 402 834 864 864 864 576 144 352 730 756 756 756 504 126
Floor Dead Load 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Floor Live Load 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
Floor Snow Load 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Column Dead Load 15.1 31.3 32.4 32.4 32.4 21.6 5.4 40.2 83.4 86.4 86.4 86.4 57.6 14.4 35.2 73 75.6 75.6 75.6 50.4 12.6
Column Live Load 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Column Snow Load 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Length of Spandrel Beam 17 35 36 36 36 24 15 0 0 0 0 0 0 24 0 0 0 0 0 0 36
Dead Load of Spandrel Beam 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Length of Facade 0 0 0 0 0 0 9 0 0 0 0 0 0 24 0 0 0 0 0 0 36
Dead Load of Facade 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Total Perimeter Dead Load 14.45 29.75 30.6 30.6 30.6 20.4 20.4 0 0 0 0 0 0 40.8 0 0 0 0 0 0 61.2
Total Dead Load at Floor 29.55 61.05 63 63 63 42 25.8 40.2 83.4 86.4 86.4 86.4 57.6 55.2 35.2 73 75.6 75.6 75.6 50.4 73.8
Total Live Load at Floor 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Total Snow Load at Floor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Cumulative Dead Load 128.77 266.11 274.68 274.68 274.68 183.12 106.98 188.94 391.98 406.08 406.08 406.08 270.72 230.88 165.44 343.1 355.32 355.32 355.32 236.88 304.02
Cumulative Live Load 60.4 125.2 129.6 129.6 129.6 86.4 21.6 160.8 333.6 345.6 345.6 345.6 230.4 57.6 140.8 292 302.4 302.4 302.4 201.6 50.4
Cumulative Snow Load 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Column Load From Floor 37.1 76.7 79.2 79.2 79.2 52.8 28.5 60.3 125.1 129.6 129.6 129.6 86.4 62.4 52.8 109.5 113.4 113.4 113.4 75.6 80.1
Cumulative Column Load 196.72 406.96 420.48 420.48 420.48 280.32 131.28 369.84 767.28 794.88 794.88 794.88 529.92 295.68 323.84 671.6 695.52 695.52 695.52 463.68 360.72
Level 2
Tributary area 151 313 324 324 324 216 54 402 834 864 864 864 576 144 352 730 756 756 756 504 126
Floor Dead Load 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Floor Live Load 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
Floor Snow Load 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Column Dead Load 15.1 31.3 32.4 32.4 32.4 21.6 5.4 40.2 83.4 86.4 86.4 86.4 57.6 14.4 35.2 73 75.6 75.6 75.6 50.4 12.6
Column Live Load 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Column Snow Load 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Length of Spandrel Beam 17 35 36 36 36 24 15 0 0 0 0 0 0 24 0 0 0 0 0 0 36
Dead Load of Spandrel Beam 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Length of Facade 0 0 0 0 0 0 9 0 0 0 0 0 0 24 0 0 0 0 0 0 36
Dead Load of Facade 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Total Perimeter Dead Load 14.45 29.75 30.6 30.6 30.6 20.4 20.4 0 0 0 0 0 0 40.8 0 0 0 0 0 0 61.2
Total Dead Load at Floor 29.55 61.05 63 63 63 42 25.8 40.2 83.4 86.4 86.4 86.4 57.6 55.2 35.2 73 75.6 75.6 75.6 50.4 73.8
Total Live Load at Floor 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Total Snow Load at Floor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Cumulative Dead Load 158.32 327.16 337.68 337.68 337.68 225.12 132.78 229.14 475.38 492.48 492.48 492.48 328.32 286.08 200.64 416.1 430.92 430.92 430.92 287.28 377.82
Cumulative Live Load 67.95 140.85 145.8 145.8 145.8 97.2 24.3 180.9 375.3 388.8 388.8 388.8 259.2 64.8 158.4 328.5 340.2 340.2 340.2 226.8 56.7
Cumulative Snow Load 7.55 15.65 16.2 16.2 16.2 10.8 2.7 20.1 41.7 43.2 43.2 43.2 28.8 7.2 17.6 36.5 37.8 37.8 37.8 25.2 6.3
Column Load From Floor 37.1 76.7 79.2 79.2 79.2 52.8 28.5 60.3 125.1 129.6 129.6 129.6 86.4 62.4 52.8 109.5 113.4 113.4 113.4 75.6 80.1
Cumulative Column Load 233.82 483.66 499.68 499.68 499.68 333.12 159.78 430.14 892.38 924.48 924.48 924.48 616.32 358.08 376.64 781.10 808.92 808.92 808.92 539.28 440.82
B/9.1 B/10 B/11 B/12 B/13 B/14 B.7/9.1 B.7/10 B.7/11 B.7/12 B.7/13 B.7/14 B.6/15 C/9.1 C/10 C/11 C/12 C/13 C/14 C.1/15 D/9.1 D/10 D/11 D/12
402 330 864 864 864 576 502 538 1080 1080 1080 720 216 704 1460 1512 1512 1512 1008 216 503 1043 1080 1080
120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120
50 50 50 50 50 50 50 50 50 50 50 50 50 160 160 160 160 160 160 160 160 160 160 160
250 250 250 250 250 250 250 250 250 250 250 250 250 100 100 100 100 100 100 100 100 100 100 100
25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25
48.24 39.6 103.68 103.68 103.68 69.12 60.24 64.56 129.6 129.6 129.6 86.4 25.92 84.48 175.2 181.44 181.44 181.44 120.96 25.92 60.36 125.16 129.6 129.6
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 112.64 233.6 241.92 241.92 241.92 161.28 34.56 80.48 166.88 172.8 172.8
100.5 82.5 216 216 216 144 125.5 134.5 270 270 270 180 54 70.4 146 151.2 151.2 151.2 100.8 21.6 50.3 104.3 108 108
10.05 8.25 21.6 21.6 21.6 14.4 12.55 13.45 27 27 27 18 5.4 17.6 36.5 37.8 37.8 37.8 25.2 5.4 12.575 26.075 27 27
0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 36 16.75 34.75 36 36
850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 36 16.75 34.75 36 36
850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
0 0 0 0 0 0 0 0 0 0 0 0 61.2 0 0 0 0 0 0 61.2 28.475 59.075 61.2 61.2
48.24 39.6 103.68 103.68 103.68 69.12 60.24 64.56 129.6 129.6 129.6 86.4 87.12 84.48 175.2 181.44 181.44 181.44 120.96 87.12 88.835 184.235 190.8 190.8
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 112.64 233.6 241.92 241.92 241.92 161.28 34.56 80.48 166.88 172.8 172.8
100.5 82.5 216 216 216 144 125.5 134.5 270 270 270 180 54 70.4 146 151.2 151.2 151.2 100.8 21.6 50.3 104.3 108 108
10.05 8.25 21.6 21.6 21.6 14.4 12.55 13.45 27 27 27 18 5.4 17.6 36.5 37.8 37.8 37.8 25.2 5.4 12.575 26.075 27 27
178.89 146.85 384.48 384.48 384.48 256.32 223.39 239.41 480.6 480.6 480.6 320.4 157.32 285.12 591.3 612.36 612.36 612.36 408.24 148.68 232.19 481.49 498.6 498.6
402 330 864 864 864 576 502 538 1080 1080 1080 720 216 704 1460 1512 1512 1512 1008 216 503 1043 1080 1080
100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25
40.2 33 86.4 86.4 86.4 57.6 50.2 53.8 108 108 108 72 21.6 70.4 146 151.2 151.2 151.2 100.8 21.6 50.3 104.3 108 108
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 35.2 73 75.6 75.6 75.6 50.4 10.8 25.15 52.15 54 54
10.05 8.25 21.6 21.6 21.6 14.4 12.55 13.45 27 27 27 18 5.4 17.6 36.5 37.8 37.8 37.8 25.2 5.4 12.575 26.075 27 27
0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 36 16.75 34.75 36 36
850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 36 16.75 34.75 36 36
850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
0 0 0 0 0 0 0 0 0 0 0 0 61.2 0 0 0 0 0 0 61.2 28.475 59.075 61.2 61.2
40.2 33 86.4 86.4 86.4 57.6 50.2 53.8 108 108 108 72 82.8 70.4 146 151.2 151.2 151.2 100.8 82.8 78.775 163.375 169.2 169.2
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 35.2 73 75.6 75.6 75.6 50.4 10.8 25.15 52.15 54 54
10.05 8.25 21.6 21.6 21.6 14.4 12.55 13.45 27 27 27 18 5.4 17.6 36.5 37.8 37.8 37.8 25.2 5.4 12.575 26.075 27 27
108.54 89.1 233.28 233.28 233.28 155.52 135.54 145.26 291.6 291.6 291.6 194.4 180.72 267.52 554.8 574.56 574.56 574.56 383.04 204.48 248.09 514.49 532.8 532.8
120.6 99 259.2 259.2 259.2 172.8 150.6 161.4 324 324 324 216 64.8 105.6 219 226.8 226.8 226.8 151.2 32.4 75.45 156.45 162 162
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 35.2 73 75.6 75.6 75.6 50.4 10.8 25.15 52.15 54 54
70.35 57.75 151.2 151.2 151.2 100.8 87.85 94.15 189 189 189 126 99 123.2 255.5 264.6 264.6 264.6 176.4 99 116.5 241.6 250.2 250.2
249.24 204.6 535.68 535.68 535.68 357.12 311.24 333.56 669.6 669.6 669.6 446.4 256.32 408.32 846.8 876.96 876.96 876.96 584.64 247.68 348.69 723.09 748.8 748.8
402 330 864 864 864 576 502 538 1080 1080 1080 720 216 704 1460 1512 1512 1512 1008 216 503 1043 1080 1080
100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
40.2 33 86.4 86.4 86.4 57.6 50.2 53.8 108 108 108 72 21.6 70.4 146 151.2 151.2 151.2 100.8 21.6 50.3 104.3 108 108
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 35.2 73 75.6 75.6 75.6 50.4 10.8 25.15 52.15 54 54
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 36 16.75 34.75 36 36
850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 36 16.75 34.75 36 36
850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
0 0 0 0 0 0 0 0 0 0 0 0 61.2 0 0 0 0 0 0 61.2 28.475 59.075 61.2 61.2
40.2 33 86.4 86.4 86.4 57.6 50.2 53.8 108 108 108 72 82.8 70.4 146 151.2 151.2 151.2 100.8 82.8 78.775 163.375 169.2 169.2
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 35.2 73 75.6 75.6 75.6 50.4 10.8 25.15 52.15 54 54
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
148.74 122.1 319.68 319.68 319.68 213.12 185.74 199.06 399.6 399.6 399.6 266.4 263.52 337.92 700.8 725.76 725.76 725.76 483.84 287.28 326.865 677.865 702 702
140.7 115.5 302.4 302.4 302.4 201.6 175.7 188.3 378 378 378 252 75.6 140.8 292 302.4 302.4 302.4 201.6 43.2 100.6 208.6 216 216
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 35.2 73 75.6 75.6 75.6 50.4 10.8 25.15 52.15 54 54
60.3 49.5 129.6 129.6 129.6 86.4 75.3 80.7 162 162 162 108 93.6 105.6 219 226.8 226.8 226.8 151.2 93.6 103.925 215.525 223.2 223.2
309.54 254.1 665.28 665.28 665.28 443.52 386.54 414.26 831.6 831.6 831.6 554.4 349.92 513.92 1065.8 1103.76 1103.76 1103.76 735.84 341.28 452.615 938.615 972 972
402 330 864 864 864 576 502 538 1080 1080 1080 720 216 704 1460 1512 1512 1512 1008 216 503 1043 1080 1080
100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
40.2 33 86.4 86.4 86.4 57.6 50.2 53.8 108 108 108 72 21.6 70.4 146 151.2 151.2 151.2 100.8 21.6 50.3 104.3 108 108
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 35.2 73 75.6 75.6 75.6 50.4 10.8 25.15 52.15 54 54
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 36 16.75 34.75 36 36
850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 36 16.75 34.75 36 36
850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
0 0 0 0 0 0 0 0 0 0 0 0 61.2 0 0 0 0 0 0 61.2 28.475 59.075 61.2 61.2
40.2 33 86.4 86.4 86.4 57.6 50.2 53.8 108 108 108 72 82.8 70.4 146 151.2 151.2 151.2 100.8 82.8 78.775 163.375 169.2 169.2
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 35.2 73 75.6 75.6 75.6 50.4 10.8 25.15 52.15 54 54
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
188.94 155.1 406.08 406.08 406.08 270.72 235.94 252.86 507.6 507.6 507.6 338.4 346.32 408.32 846.8 876.96 876.96 876.96 584.64 370.08 405.64 841.24 871.2 871.2
160.8 132 345.6 345.6 345.6 230.4 200.8 215.2 432 432 432 288 86.4 176 365 378 378 378 252 54 125.75 260.75 270 270
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 35.2 73 75.6 75.6 75.6 50.4 10.8 25.15 52.15 54 54
60.3 49.5 129.6 129.6 129.6 86.4 75.3 80.7 162 162 162 108 93.6 105.6 219 226.8 226.8 226.8 151.2 93.6 103.925 215.525 223.2 223.2
369.84 303.6 794.88 794.88 794.88 529.92 461.84 494.96 993.6 993.6 993.6 662.4 443.52 619.52 1284.8 1330.56 1330.56 1330.56 887.04 434.88 556.54 1154.14 1195.2 1195.2
402 330 864 864 864 576 502 538 1080 1080 1080 720 216 704 1460 1512 1512 1512 1008 216 503 1043 1080 1080
100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
40.2 33 86.4 86.4 86.4 57.6 50.2 53.8 108 108 108 72 21.6 70.4 146 151.2 151.2 151.2 100.8 21.6 50.3 104.3 108 108
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 35.2 73 75.6 75.6 75.6 50.4 10.8 25.15 52.15 54 54
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 36 16.75 34.75 36 36
850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 36 16.75 34.75 36 36
850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
0 0 0 0 0 0 0 0 0 0 0 0 61.2 0 0 0 0 0 0 61.2 28.475 59.075 61.2 61.2
40.2 33 86.4 86.4 86.4 57.6 50.2 53.8 108 108 108 72 82.8 70.4 146 151.2 151.2 151.2 100.8 82.8 78.775 163.375 169.2 169.2
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 35.2 73 75.6 75.6 75.6 50.4 10.8 25.15 52.15 54 54
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
229.14 188.1 492.48 492.48 492.48 328.32 286.14 306.66 615.6 615.6 615.6 410.4 429.12 478.72 992.8 1028.16 1028.16 1028.16 685.44 452.88 484.415 1004.615 1040.4 1040.4
180.9 148.5 388.8 388.8 388.8 259.2 225.9 242.1 486 486 486 324 97.2 211.2 438 453.6 453.6 453.6 302.4 64.8 150.9 312.9 324 324
20.1 16.5 43.2 43.2 43.2 28.8 25.1 26.9 54 54 54 36 10.8 35.2 73 75.6 75.6 75.6 50.4 10.8 25.15 52.15 54 54
60.3 49.5 129.6 129.6 129.6 86.4 75.3 80.7 162 162 162 108 93.6 105.6 219 226.8 226.8 226.8 151.2 93.6 103.925 215.525 223.2 223.2
430.14 353.10 924.48 924.48 924.48 616.32 537.14 575.66 1,155.60 1,155.60 1,155.60 770.40 537.12 725.12 1,503.80 1,557.36 1,557.36 1,557.36 1,038.24 528.48 660.47 1,369.67 1,418.40 1,418.40
D/13 C.8/14 C.8/15 D/14 D/15
1080 180 180 540 50
120 120 120 120 120
160 160 160 160 160
100 100 100 100 100
25 25 25 25 25
129.6 21.6 21.6 64.8 6
172.8 28.8 28.8 86.4 8
108 18 18 54 5
27 4.5 4.5 13.5 1.25
36 0 27 24 14.5
850 850 850 850 850
36 0 27 24 14.5
850 850 850 850 850
61.2 0 45.9 40.8 24.65
190.8 21.6 67.5 105.6 30.65
172.8 28.8 28.8 86.4 8
108 18 18 54 5
27 4.5 4.5 13.5 1.25
498.6 72.9 118.8 259.5 44.9
1080 180 180 540 50
100 100 100 100 100
50 50 50 50 50
25 25 25 25 25
108 18 18 54 5
54 9 9 27 2.5
27 4.5 4.5 13.5 1.25
36 0 27 24 14.5
850 850 850 850 850
36 0 27 24 14.5
850 850 850 850 850
61.2 0 45.9 40.8 24.65
169.2 18 63.9 94.8 29.65
54 9 9 27 2.5
27 4.5 4.5 13.5 1.25
532.8 68.4 160.2 286.8 68.3
162 27 27 81 7.5
54 9 9 27 2.5
250.2 31.5 77.4 135.3 33.4
748.8 104.4 196.2 394.8 78.3
1080 180 180 540 50
100 100 100 100 100
50 50 50 50 50
0 0 0 0 0
108 18 18 54 5
54 9 9 27 2.5
0 0 0 0 0
36 0 27 24 14.5
850 850 850 850 850
36 0 27 24 14.5
850 850 850 850 850
61.2 0 45.9 40.8 24.65
169.2 18 63.9 94.8 29.65
54 9 9 27 2.5
0 0 0 0 0
702 86.4 224.1 381.6 97.95
216 36 36 108 10
54 9 9 27 2.5
223.2 27 72.9 121.8 32.15
972 131.4 269.1 516.6 110.45
1080 180 180 540 50
100 100 100 100 100
50 50 50 50 50
0 0 0 0 0
108 18 18 54 5
54 9 9 27 2.5
0 0 0 0 0
36 0 27 24 14.5
850 850 850 850 850
36 0 27 24 14.5
850 850 850 850 850
61.2 0 45.9 40.8 24.65
169.2 18 63.9 94.8 29.65
54 9 9 27 2.5
0 0 0 0 0
871.2 104.4 288 476.4 127.6
270 45 45 135 12.5
54 9 9 27 2.5
223.2 27 72.9 121.8 32.15
1195.2 158.4 342 638.4 142.6
1080 180 180 540 50
100 100 100 100 100
50 50 50 50 50
0 0 0 0 0
108 18 18 54 5
54 9 9 27 2.5
0 0 0 0 0
36 0 27 24 14.5
850 850 850 850 850
36 0 27 24 14.5
850 850 850 850 850
61.2 0 45.9 40.8 24.65
169.2 18 63.9 94.8 29.65
54 9 9 27 2.5
0 0 0 0 0
1040.4 122.4 351.9 571.2 157.25
324 54 54 162 15
54 9 9 27 2.5
223.2 27 72.9 121.8 32.15
1,418.40 185.40 414.90 760.20 174.75
Lt. of Exp. Jt.
Floor Dead Load 91 psf Structural
Floor SI Dead Load 5 psf Spandrel 850 plf
Framing Dead Load 4 psf (account for column wt)
Total Dead Load from Floor 100 psf Facade 850 plf
Live Load 50 psf Snow Load 25 psf (Apply to Level 5)
Column A/1 A/2 A2.4 A/3 A/4 A/5 A/6 A/7 A/8 A/9 B/1 B/2 B/3 B/8 B/9 C/1 C/2 C/3 C/8
Future Roof
Tributary area 387 104 131 630 1134 1134 1134 1134 700 446 496 1500 2160 2160 1140 496 1500 2160 2160
Floor Dead Load 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120
Floor Superimposed Dead Load 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160 160
Floor Live Load 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40
Floor Snow Load 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25
Column Dead Load 46.44 12.48 15.72 75.6 136.08 136.08 136.08 136.08 84 53.52 59.52 180 259.2 259.2 136.8 59.52 180 259.2 259.2
Column Superimposed Dead Load 61.92 16.64 20.96 100.8 181.44 181.44 181.44 181.44 112 71.36 79.36 240 345.6 345.6 182.4 79.36 240 345.6 345.6
Column Live Load 15.48 4.16 5.24 25.2 45.36 45.36 45.36 45.36 28 17.84 19.84 60 86.4 86.4 45.6 19.84 60 86.4 86.4
Column Snow Load 9.675 2.6 3.275 15.75 28.35 28.35 28.35 28.35 17.5 11.15 12.4 37.5 54 54 28.5 12.4 37.5 54 54
Length of Spandrel Beam 22.25 12.5 16 30 36 36 36 36 36 19 58.5 0 0 0 0 58.5 0 0 0
Dead Load of Spandrel Beam 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Length of Facade 15 0 0 0 0 0 0 0 0 0 58.5 0 0 0 0 58.5 0 0 0
Dead Load of Facade 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Total Perimeter Dead Load 31.6625 10.625 13.6 25.5 30.6 30.6 30.6 30.6 30.6 16.15 99.45 0 0 0 0 99.45 0 0 0
Total Dead Load at Floor 78.1025 23.105 29.32 101.1 166.68 166.68 166.68 166.68 114.6 69.67 158.97 180 259.2 259.2 136.8 158.97 180 259.2 259.2
Total Superimposed Dead Load 61.92 16.64 20.96 100.8 181.44 181.44 181.44 181.44 112 71.36 79.36 240 345.6 345.6 182.4 79.36 240 345.6 345.6
Total Live Load at Floor 15.48 4.16 5.24 25.2 45.36 45.36 45.36 45.36 28 17.84 19.84 60 86.4 86.4 45.6 19.84 60 86.4 86.4
Total Snow Load at Floor 9.675 2.6 3.275 15.75 28.35 28.35 28.35 28.35 17.5 11.15 12.4 37.5 54 54 28.5 12.4 37.5 54 54
Column Load From Floor 165.1775 46.505 58.795 242.85 421.83 421.83 421.83 421.83 272.1 170.02 270.57 517.5 745.2 745.2 393.3 270.57 517.5 745.2 745.2
Level 5
Tributary area 387 104 131 630 1134 1134 1134 1134 700 446 496 1500 2160 2160 1140 496 1500 2160 2160
Floor Dead Load 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Floor Live Load 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
Floor Snow Load 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25
Column Dead Load 38.7 10.4 13.1 63 113.4 113.4 113.4 113.4 70 44.6 49.6 150 216 216 114 49.6 150 216 216
Column Live Load 19.35 5.2 6.55 31.5 56.7 56.7 56.7 56.7 35 22.3 24.8 75 108 108 57 24.8 75 108 108
Column Snow Load 9.675 2.6 3.275 15.75 28.35 28.35 28.35 28.35 17.5 11.15 12.4 37.5 54 54 28.5 12.4 37.5 54 54
Length of Spandrel Beam 22.25 12.5 16 30 36 36 36 36 36 19 58.5 0 0 0 0 58.5 0 0 0
Dead Load of Spandrel Beam 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Length of Facade 15 0 0 0 0 0 0 0 0 0 58.5 0 0 0 0 58.5 0 0 0
Dead Load of Facade 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Total Perimeter Dead Load 31.6625 10.625 13.6 25.5 30.6 30.6 30.6 30.6 30.6 16.15 99.45 0 0 0 0 99.45 0 0 0
Total Dead Load at Floor 70.3625 21.025 26.7 88.5 144 144 144 144 100.6 60.75 149.05 150 216 216 114 149.05 150 216 216
Total Live Load at Floor 19.35 5.2 6.55 31.5 56.7 56.7 56.7 56.7 35 22.3 24.8 75 108 108 57 24.8 75 108 108
Total Snow Load at Floor 9.675 2.6 3.275 15.75 28.35 28.35 28.35 28.35 17.5 11.15 12.4 37.5 54 54 28.5 12.4 37.5 54 54
Cumulative Dead Load 210.385 60.77 76.98 290.4 492.12 492.12 492.12 492.12 327.2 201.78 387.38 570 820.8 820.8 433.2 387.38 570 820.8 820.8
Cumulative Live Load 34.83 9.36 11.79 56.7 102.06 102.06 102.06 102.06 63 40.14 44.64 135 194.4 194.4 102.6 44.64 135 194.4 194.4
Cumulative Snow Load 19.35 5.2 6.55 31.5 56.7 56.7 56.7 56.7 35 22.3 24.8 75 108 108 57 24.8 75 108 108
Column Load From Floor 99.3875 28.825 36.525 135.75 229.05 229.05 229.05 229.05 153.1 94.2 186.25 262.5 378 378 199.5 186.25 262.5 378 378
Cumulative Column Load 264.565 75.33 95.32 378.6 650.88 650.88 650.88 650.88 425.2 264.22 456.82 780 1123.2 1123.2 592.8 456.82 780 1123.2 1123.2
Level 4
Tributary area 387 104 131 630 1134 1134 1134 1134 700 446 496 1500 2160 2160 1140 496 1500 2160 2160
Floor Dead Load 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Floor Live Load 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
Floor Snow Load 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Column Dead Load 38.7 10.4 13.1 63 113.4 113.4 113.4 113.4 70 44.6 49.6 150 216 216 114 49.6 150 216 216
Column Live Load 19.35 5.2 6.55 31.5 56.7 56.7 56.7 56.7 35 22.3 24.8 75 108 108 57 24.8 75 108 108
Column Snow Load 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Length of Spandrel Beam 22.25 12.5 16 30 36 36 36 36 36 19 58.5 0 0 0 0 58.5 0 0 0
Dead Load of Spandrel Beam 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Length of Facade 15 0 0 0 0 0 0 0 0 0 58.5 0 0 0 0 58.5 0 0 0
Dead Load of Facade 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Total Perimeter Dead Load 31.6625 10.625 13.6 25.5 30.6 30.6 30.6 30.6 30.6 16.15 99.45 0 0 0 0 99.45 0 0 0
Total Dead Load at Floor 70.3625 21.025 26.7 88.5 144 144 144 144 100.6 60.75 149.05 150 216 216 114 149.05 150 216 216
Total Live Load at Floor 19.35 5.2 6.55 31.5 56.7 56.7 56.7 56.7 35 22.3 24.8 75 108 108 57 24.8 75 108 108
Total Snow Load at Floor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Cumulative Dead Load 280.7475 81.795 103.68 378.9 636.12 636.12 636.12 636.12 427.8 262.53 536.43 720 1036.8 1036.8 547.2 536.43 720 1036.8 1036.8
Cumulative Live Load 54.18 14.56 18.34 88.2 158.76 158.76 158.76 158.76 98 62.44 69.44 210 302.4 302.4 159.6 69.44 210 302.4 302.4
Cumulative Snow Load 19.35 5.2 6.55 31.5 56.7 56.7 56.7 56.7 35 22.3 24.8 75 108 108 57 24.8 75 108 108
Column Load From Floor 89.7125 26.225 33.25 120 200.7 200.7 200.7 200.7 135.6 83.05 173.85 225 324 324 171 173.85 225 324 324
Cumulative Column Load 354.2775 101.555 128.57 498.6 851.58 851.58 851.58 851.58 560.8 347.27 630.67 1005 1447.2 1447.2 763.8 630.67 1005 1447.2 1447.2
Level 3
Tributary area 387 104 131 630 1134 1134 1134 1134 700 446 496 1500 2160 2160 1140 496 1500 2160 2160
Floor Dead Load 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Floor Live Load 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
Floor Snow Load 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Column Dead Load 38.7 10.4 13.1 63 113.4 113.4 113.4 113.4 70 44.6 49.6 150 216 216 114 49.6 150 216 216
Column Live Load 19.35 5.2 6.55 31.5 56.7 56.7 56.7 56.7 35 22.3 24.8 75 108 108 57 24.8 75 108 108
Column Snow Load 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Length of Spandrel Beam 22.25 12.5 16 30 36 36 36 36 36 19 58.5 0 0 0 0 58.5 0 0 0
Dead Load of Spandrel Beam 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Length of Facade 15 0 0 0 0 0 0 0 0 0 58.5 0 0 0 0 58.5 0 0 0
Dead Load of Facade 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Total Perimeter Dead Load 31.6625 10.625 13.6 25.5 30.6 30.6 30.6 30.6 30.6 16.15 99.45 0 0 0 0 99.45 0 0 0
Total Dead Load at Floor 70.3625 21.025 26.7 88.5 144 144 144 144 100.6 60.75 149.05 150 216 216 114 149.05 150 216 216
Total Live Load at Floor 19.35 5.2 6.55 31.5 56.7 56.7 56.7 56.7 35 22.3 24.8 75 108 108 57 24.8 75 108 108
Total Snow Load at Floor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Cumulative Dead Load 351.11 102.82 130.38 467.4 780.12 780.12 780.12 780.12 528.4 323.28 685.48 870 1252.8 1252.8 661.2 685.48 870 1252.8 1252.8
Cumulative Live Load 73.53 19.76 24.89 119.7 215.46 215.46 215.46 215.46 133 84.74 94.24 285 410.4 410.4 216.6 94.24 285 410.4 410.4
Cumulative Snow Load 19.35 5.2 6.55 31.5 56.7 56.7 56.7 56.7 35 22.3 24.8 75 108 108 57 24.8 75 108 108
Column Load From Floor 89.7125 26.225 33.25 120 200.7 200.7 200.7 200.7 135.6 83.05 173.85 225 324 324 171 173.85 225 324 324
Cumulative Column Load 443.99 127.78 161.82 618.6 1052.28 1052.28 1052.28 1052.28 696.4 430.32 804.52 1230 1771.2 1771.2 934.8 804.52 1230 1771.2 1771.2
Level 2
Tributary area 387 104 131 630 1134 1134 1134 1134 700 446 496 1500 2160 2160 1140 496 1500 2160 2160
Floor Dead Load 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Floor Live Load 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
Floor Snow Load 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Column Dead Load 38.7 10.4 13.1 63 113.4 113.4 113.4 113.4 70 44.6 49.6 150 216 216 114 49.6 150 216 216
Column Live Load 19.35 5.2 6.55 31.5 56.7 56.7 56.7 56.7 35 22.3 24.8 75 108 108 57 24.8 75 108 108
Column Snow Load 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Length of Spandrel Beam 22.25 12.5 16 30 36 36 36 36 36 19 58.5 0 0 0 0 58.5 0 0 0
Dead Load of Spandrel Beam 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Length of Facade 15 0 0 0 0 0 0 0 0 0 58.5 0 0 0 0 58.5 0 0 0
Dead Load of Facade 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850 850
Total Perimeter Dead Load 31.6625 10.625 13.6 25.5 30.6 30.6 30.6 30.6 30.6 16.15 99.45 0 0 0 0 99.45 0 0 0
Total Dead Load at Floor 70.3625 21.025 26.7 88.5 144 144 144 144 100.6 60.75 149.05 150 216 216 114 149.05 150 216 216
Total Live Load at Floor 19.35 5.2 6.55 31.5 56.7 56.7 56.7 56.7 35 22.3 24.8 75 108 108 57 24.8 75 108 108
Total Snow Load at Floor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Cumulative Dead Load 421.4725 123.845 157.08 555.9 924.12 924.12 924.12 924.12 629 384.03 834.53 1020 1468.8 1468.8 775.2 834.53 1020 1468.8 1468.8
Cumulative Live Load 92.88 24.96 31.44 151.2 272.16 272.16 272.16 272.16 168 107.04 119.04 360 518.4 518.4 273.6 119.04 360 518.4 518.4
Cumulative Snow Load 19.35 5.2 6.55 31.5 56.7 56.7 56.7 56.7 35 22.3 24.8 75 108 108 57 24.8 75 108 108
Column Load From Floor 89.7125 26.225 33.25 120 200.7 200.7 200.7 200.7 135.6 83.05 173.85 225 324 324 171 173.85 225 324 324
Cumulative Column Load 533.70 154.01 195.07 738.60 1,252.98 1,252.98 1,252.98 1,252.98 832.00 513.37 978.37 1,455.00 2,095.20 2,095.20 1,105.80 978.37 1,455.00 2,095.20 2,095.20
Lt. of Exp. Jt.
C/9 D/1 D/2 D/3 D/4 D/5 D/6 D/7 D/8 D/9 A.3/2.5 A.3/3 A.3/8
1140 220 720 1134 1134 1134 1134 1134 1134 590 518 300 300
120 120 120 120 120 120 120 120 120 120 120 120 120
160 160 160 160 160 160 160 160 160 160 160 160 160
40 40 40 40 40 40 40 40 40 40 40 40 40
25 25 25 25 25 25 25 25 25 25 25 25 25
136.8 26.4 86.4 136.08 136.08 136.08 136.08 136.08 136.08 70.8 62.16 36 36
182.4 35.2 115.2 181.44 181.44 181.44 181.44 181.44 181.44 94.4 82.88 48 48
45.6 8.8 28.8 45.36 45.36 45.36 45.36 45.36 45.36 23.6 20.72 12 12
28.5 5.5 18 28.35 28.35 28.35 28.35 28.35 28.35 14.75 12.95 7.5 7.5
0 37.5 24 36 36 36 36 36 36 18 0 0 0
850 850 850 850 850 850 850 850 850 850 850 850 850
0 37.5 24 36 36 36 36 36 36 18 0 0 0
850 850 850 850 850 850 850 850 850 850 850 850 850
0 63.75 40.8 61.2 61.2 61.2 61.2 61.2 61.2 30.6 0 0 0
136.8 90.15 127.2 197.28 197.28 197.28 197.28 197.28 197.28 101.4 62.16 36 36
182.4 35.2 115.2 181.44 181.44 181.44 181.44 181.44 181.44 94.4 82.88 48 48
45.6 8.8 28.8 45.36 45.36 45.36 45.36 45.36 45.36 23.6 20.72 12 12
28.5 5.5 18 28.35 28.35 28.35 28.35 28.35 28.35 14.75 12.95 7.5 7.5
393.3 139.65 289.2 452.43 452.43 452.43 452.43 452.43 452.43 234.15 178.71 103.5 103.5
1140 220 720 1134 1134 1134 1134 1134 1134 590 518 300 300
100 100 100 100 100 100 100 100 100 100 100 100 100
50 50 50 50 50 50 50 50 50 50 50 50 50
25 25 25 25 25 25 25 25 25 25 25 25 25
114 22 72 113.4 113.4 113.4 113.4 113.4 113.4 59 51.8 30 30
57 11 36 56.7 56.7 56.7 56.7 56.7 56.7 29.5 25.9 15 15
28.5 5.5 18 28.35 28.35 28.35 28.35 28.35 28.35 14.75 12.95 7.5 7.5
0 37.5 24 36 36 36 36 36 36 18 0 0 0
850 850 850 850 850 850 850 850 850 850 850 850 850
0 37.5 24 36 36 36 36 36 36 18 0 0 0
850 850 850 850 850 850 850 850 850 850 850 850 850
0 63.75 40.8 61.2 61.2 61.2 61.2 61.2 61.2 30.6 0 0 0
114 85.75 112.8 174.6 174.6 174.6 174.6 174.6 174.6 89.6 51.8 30 30
57 11 36 56.7 56.7 56.7 56.7 56.7 56.7 29.5 25.9 15 15
28.5 5.5 18 28.35 28.35 28.35 28.35 28.35 28.35 14.75 12.95 7.5 7.5
433.2 211.1 355.2 553.32 553.32 553.32 553.32 553.32 553.32 285.4 196.84 114 114
102.6 19.8 64.8 102.06 102.06 102.06 102.06 102.06 102.06 53.1 46.62 27 27
57 11 36 56.7 56.7 56.7 56.7 56.7 56.7 29.5 25.9 15 15
199.5 102.25 166.8 259.65 259.65 259.65 259.65 259.65 259.65 133.85 90.65 52.5 52.5
592.8 241.9 456 712.08 712.08 712.08 712.08 712.08 712.08 368 269.36 156 156
1140 220 720 1134 1134 1134 1134 1134 1134 590 518 300 300
100 100 100 100 100 100 100 100 100 100 100 100 100
50 50 50 50 50 50 50 50 50 50 50 50 50
0 0 0 0 0 0 0 0 0 0 0 0 0
114 22 72 113.4 113.4 113.4 113.4 113.4 113.4 59 51.8 30 30
57 11 36 56.7 56.7 56.7 56.7 56.7 56.7 29.5 25.9 15 15
0 0 0 0 0 0 0 0 0 0 0 0 0
0 37.5 24 36 36 36 36 36 36 18 0 0 0
850 850 850 850 850 850 850 850 850 850 850 850 850
0 37.5 24 36 36 36 36 36 36 18 0 0 0
850 850 850 850 850 850 850 850 850 850 850 850 850
0 63.75 40.8 61.2 61.2 61.2 61.2 61.2 61.2 30.6 0 0 0
114 85.75 112.8 174.6 174.6 174.6 174.6 174.6 174.6 89.6 51.8 30 30
57 11 36 56.7 56.7 56.7 56.7 56.7 56.7 29.5 25.9 15 15
0 0 0 0 0 0 0 0 0 0 0 0 0
547.2 296.85 468 727.92 727.92 727.92 727.92 727.92 727.92 375 248.64 144 144
159.6 30.8 100.8 158.76 158.76 158.76 158.76 158.76 158.76 82.6 72.52 42 42
57 11 36 56.7 56.7 56.7 56.7 56.7 56.7 29.5 25.9 15 15
171 96.75 148.8 231.3 231.3 231.3 231.3 231.3 231.3 119.1 77.7 45 45
763.8 338.65 604.8 943.38 943.38 943.38 943.38 943.38 943.38 487.1 347.06 201 201
1140 220 720 1134 1134 1134 1134 1134 1134 590 518 300 300
100 100 100 100 100 100 100 100 100 100 100 100 100
50 50 50 50 50 50 50 50 50 50 50 50 50
0 0 0 0 0 0 0 0 0 0 0 0 0
114 22 72 113.4 113.4 113.4 113.4 113.4 113.4 59 51.8 30 30
57 11 36 56.7 56.7 56.7 56.7 56.7 56.7 29.5 25.9 15 15
0 0 0 0 0 0 0 0 0 0 0 0 0
0 37.5 24 36 36 36 36 36 36 18 0 0 0
850 850 850 850 850 850 850 850 850 850 850 850 850
0 37.5 24 36 36 36 36 36 36 18 0 0 0
850 850 850 850 850 850 850 850 850 850 850 850 850
0 63.75 40.8 61.2 61.2 61.2 61.2 61.2 61.2 30.6 0 0 0
114 85.75 112.8 174.6 174.6 174.6 174.6 174.6 174.6 89.6 51.8 30 30
57 11 36 56.7 56.7 56.7 56.7 56.7 56.7 29.5 25.9 15 15
0 0 0 0 0 0 0 0 0 0 0 0 0
661.2 382.6 580.8 902.52 902.52 902.52 902.52 902.52 902.52 464.6 300.44 174 174
216.6 41.8 136.8 215.46 215.46 215.46 215.46 215.46 215.46 112.1 98.42 57 57
57 11 36 56.7 56.7 56.7 56.7 56.7 56.7 29.5 25.9 15 15
171 96.75 148.8 231.3 231.3 231.3 231.3 231.3 231.3 119.1 77.7 45 45
934.8 435.4 753.6 1174.68 1174.68 1174.68 1174.68 1174.68 1174.68 606.2 424.76 246 246
1140 220 720 1134 1134 1134 1134 1134 1134 590 518 300 300
100 100 100 100 100 100 100 100 100 100 100 100 100
50 50 50 50 50 50 50 50 50 50 50 50 50
0 0 0 0 0 0 0 0 0 0 0 0 0
114 22 72 113.4 113.4 113.4 113.4 113.4 113.4 59 51.8 30 30
57 11 36 56.7 56.7 56.7 56.7 56.7 56.7 29.5 25.9 15 15
0 0 0 0 0 0 0 0 0 0 0 0 0
0 37.5 24 36 36 36 36 36 36 18 0 0 0
850 850 850 850 850 850 850 850 850 850 850 850 850
0 37.5 24 36 36 36 36 36 36 18 0 0 0
850 850 850 850 850 850 850 850 850 850 850 850 850
0 63.75 40.8 61.2 61.2 61.2 61.2 61.2 61.2 30.6 0 0 0
114 85.75 112.8 174.6 174.6 174.6 174.6 174.6 174.6 89.6 51.8 30 30
57 11 36 56.7 56.7 56.7 56.7 56.7 56.7 29.5 25.9 15 15
0 0 0 0 0 0 0 0 0 0 0 0 0
775.2 468.35 693.6 1077.12 1077.12 1077.12 1077.12 1077.12 1077.12 554.2 352.24 204 204
273.6 52.8 172.8 272.16 272.16 272.16 272.16 272.16 272.16 141.6 124.32 72 72
57 11 36 56.7 56.7 56.7 56.7 56.7 56.7 29.5 25.9 15 15
171 96.75 148.8 231.3 231.3 231.3 231.3 231.3 231.3 119.1 77.7 45 45
1,105.80 532.15 902.40 1,405.98 1,405.98 1,405.98 1,405.98 1,405.98 1,405.98 725.30 502.46 291.00 291.00
Summary Report
Model File: east side frame R0, Revision 0
8/17/2026
Structure Data 8/17/2026
ETABS v23.2.0 Page 2 of 108
1 Structure Data
This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity.
1.1 Story Data
Table 1.1 - Story Definitions
Tower Name Height ft
Master
Story Similar To
Splice
Story
Splice
Height ft
Color
T1 LEVEL 5 ROOF 11.0833 Yes None No Red
T1 LEVEL 5 11.0833 No LEVEL 5 ROOF Yes 0 Magenta
T1 LEVEL 4 11.0833 No LEVEL 5 ROOF No Yellow
T1 LEVEL 3 11.0833 No LEVEL 5 ROOF No Gray8Dark
T1 LEVEL 2 12 No LEVEL 5 ROOF No Blue
T1 LEVEL 1 2 No LEVEL 5 ROOF No Green
Loads 8/17/2026
ETABS v23.2.0 Page 3 of 108
2 Loads
This chapter provides loading information as applied to the model.
2.1 Load Patterns
Table 2.1 - Load Pattern Definitions
Name Is Auto
Load Type
Self
Weight
Multiplier
Auto Load
~LLRF Yes Other 0
CHECK No Other 0
Dead No Dead 1
EQ No Seismic 0 ASCE 7-16
EQ(1/6) Yes Seismic 0 ASCE 7-16
EQ(2/6) Yes Seismic 0 ASCE 7-16
EQ(3/6) Yes Seismic 0 ASCE 7-16
EQ(4/6) Yes Seismic 0 ASCE 7-16
EQ(5/6) Yes Seismic 0 ASCE 7-16
EQ(6/6) Yes Seismic 0 ASCE 7-16
Live No Live 0
SDL No Super Dead 0
Snow No Snow 0
Wind No Wind 0 ASCE 7-16
Wind(1/12) Yes Wind 0 ASCE 7-16
Wind(10/12) Yes Wind 0 ASCE 7-16
Wind(11/12) Yes Wind 0 ASCE 7-16
Wind(12/12) Yes Wind 0 ASCE 7-16
Wind(2/12) Yes Wind 0 ASCE 7-16
Wind(3/12) Yes Wind 0 ASCE 7-16
Wind(4/12) Yes Wind 0 ASCE 7-16
Wind(5/12) Yes Wind 0 ASCE 7-16
Wind(6/12) Yes Wind 0 ASCE 7-16
Wind(7/12) Yes Wind 0 ASCE 7-16
Wind(8/12) Yes Wind 0 ASCE 7-16
Wind(9/12) Yes Wind 0 ASCE 7-16
2.2 Load Cases
Table 2.2 - Load Case Definitions - Summary
Name Type
Dead Linear Static
Live Linear Static
Modal Modal - Eigen
SDL Linear Static
EQ Linear Static
CHECK Linear Static
Snow Linear Static
WIND Linear Static
Analysis Results 8/17/2026
ETABS v23.2.0 Page 4 of 108
3 Analysis Results
This chapter provides analysis results.
3.1 Structure Results
Table 3.1 - Base Reactions (Part 1 of 2)
Output Case Case Type Step
Type
FX
kip
FY
kip
FZ
kip
MX
kip-ft
MY
kip-ft
MZ
kip-ft
X ft
Dead LinStatic 0 0 29801.216 2631438.6743 -3911159 0.0003 0
Live LinStatic 0 0 10444.375 906092.8291 -1383176 0.0001 0
SDL LinStatic 0 0 10430.358 812222.0829 -1210075 4.234E-05 0
EQ LinStatic Max 0 0 0 75268.638 9.464E-06 162841.6945 0
EQ LinStatic Min -1605.107 -1605.107 0 -1.808E-05 -75268.6378 -241711.3512 0
CHECK LinStatic 0 0 60 5400 -360 1.412E-06 0
Snow LinStatic 0 0 1188 106920 -156816 2.886E-06 0
WIND LinStatic Max 0 265.259 0 14455.4009 7.972E-06 51291.5301 0
WIND LinStatic Min -241.145 -379.38 0 -10195.3504 -9268.5003 -50078.1687 0
UDConS1 Combination 0 0 56324.203 4821125.0601 -7169727 0.0005 0
UDConS2 Combination 0 0 65582.888 5635601.4352 -8436971 0.0007 0
UDConS3 Combination 0 0 60623.063 5209557.7378 -7779562 0.0006 0
UDConS4 Combination Max 0 265.259 59316.263 5106401.1386 -7607065 51291.5307 0
UDConS4 Combination Min -241.145 -379.38 59316.263 5081750.3874 -7616333 -50078.1681 0
UDConS5 Combination Max 241.145 379.38 59316.263 5102141.0881 -7597796 50078.1692 0
UDConS5 Combination Min 0 -265.259 59316.263 5077490.3369 -7607065 -51291.5295 0
UDConS6 Combination Max 0 132.63 50178.688 4310692.6091 -6396386 25645.7655 0
UDConS6 Combination Min -120.572 -189.69 50178.688 4298367.2335 -6401020 -25039.0839 0
UDConS7 Combination Max 120.572 189.69 50178.688…
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