Attachment 9 - Narrative 04 402-318_Augusta_RRTP_IFB_.pdf

PDF 18 MB Posted Nov 2, 2023

Attached to: Y1DA--36C776-23-AP-1271 Project 202-318-REHAB Building Construction- TOGUS-ME
Solicitation number: 36C77624B0006
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Dec 20, 2023

This file attachment provides information related to a federal construction contract opportunity. The solicitation is for Project 202-318-REHAB Building Construction at the Togus VA Medical Center in Augusta, Maine. The Department of Veterans Affairs Technology Acquisition Center in Austin is seeking construction services to rehabilitate a building on the Togus campus. The pre-solicitation notice has solicitation number 36C77624B0006 and identifies the project and opportunity type. Responses are due on an unspecified date. Construction is expected to begin in 2023. The solicitation will be set aside for verified service-disabled veteran-owned small businesses.

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Other files

File	Type	Posted
Attachment 11 - Togus VAMC Campus Map.pdf	PDF	Nov 2, 2023
Attachment 4 - Drawings 02 - 402-318_Augusta_RRTP_IFB.pdf	PDF	Nov 2, 2023
Attachment 5 - Drawings 03 - 402-318_Augusta_RRTP_IFB_.pdf	PDF	Nov 2, 2023
Attachment 6 - Narrative 01 402-318_Augusta_RRTP_IFB_.pdf	PDF	Nov 2, 2023
Attachment 8 - Narrative 03 402-318_Augusta_RRTP_IFB_.pdf	PDF	Nov 2, 2023
36C77624B0006_1.docx	DOCX document	Nov 2, 2023
Attachment 10 - JA Brand Name Togus_Redacted.pdf	PDF	Nov 2, 2023
Attachment 3 - Drawings 01 - 402-318_Augusta_RRTP_IFB_.pdf	PDF	Nov 2, 2023
Attachment 7 - Narrative 02 402-318_Augusta_RRTP_IFB_.pdf	PDF	Nov 2, 2023
Attachment 2 - Specs 02- 402-318_Augusta_RRTP_IFB_.pdf	PDF	Nov 2, 2023
Attachment 1 - Specs 01- 402-318_Augusta_RRTP_IFB_.pdf	PDF	Nov 2, 2023

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STRUCTURAL CALCULATIONS

FOR

VA Augusta Construct Substance Use Residential Rehab Building

GRAVITY COLUMN DESIGN

Project Sheet of

File #

Prepared by Date

Reviewed by Date www.cscos.com | (877) CS-SOLVE

VA Augusta Construct Substance Use Residential Rehab Building

JUAN LOZOYA

BRYAN SALT

06/2022

COLUMN KEY PLAN

B C D E

FFGGHH A

2.4

2.6

EE DD CC BB AA

0.5

A.5

14' - 3" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 5' - 1 3/8" 14' - 0" 9' - 6" 23' - 0" 20' - 2" 24' - 3"

FUTURE BUILDING EXPANSION

-1

Gravity Column Design Criteria

RAM Steel 17.03.00.285

DataBase: VA Augusta_Rev2_2022.06.16 06/16/22 19:42:41

Building Code: IBC Steel Code: AISC360-16 LRFD

DEFAULT SPLICE LEVELS:

Level Splice

Penthouse Roof N

Roof/Penthouse N

Second Floor N

DEMAND/CAPACITY LIMIT FOR STRENGTH:

Columns: 1.000

Baseplates: 1.000

DESIGN DEFAULTS:

Maximum Angle from column axis at which beam reaction is not split between column sides for calculating unbalanced moments: 30.0 deg.

Skip-load the Live Load around Column

STANDARD COLUMN TRIAL GROUPS:

Trial Group 1 Trial Group 2 Trial Group 3

I Section W14 W12 W10

Rect. HSS HSS6X6 HSS5X5 HSS4X4

Round HSS HSS20 HSS18 HSS16

HANGING COLUMN TRIAL GROUPS:

Trial Group 1 Trial Group 2 Trial Group 3

I Section W14 W12 W10

Rect. HSS HSS22X22 HSS20X20 HSS18X18

Round HSS HSS20 HSS18 HSS16

Channel C15 C12 C10

Tee WT22 WT20X16 WT20X12

Flat Bar FlatBar FlatBar FlatBar

Round Bar RoundBar RoundBar RoundBar

Single Angle L12X12 L10X10 L8X8

Double Angle 2L12X12 2L10X10 2L8X8

COLUMN BRACING:

Deck Does Not Brace Column

Maximum Angle from column axis for which beam braces column: 60.0 deg.

BASE PLATES:

Design Code: AISC360-16 LRFD

Plate Fy (ksi) 36.000

Minimum Dimension From Face of Column to Edge of Plate (in) 3.500

Minimum Dimension From Side of Column to Edge of Plate (in) 3.500

Increment of Plate Dimensions (in) 0.500

Increment of Plate Thickness (in) 0.250

Minimum Footing Dimension Parallel to Web (ft) 10.00

Minimum Footing Dimension Perpendicular to Web (ft) 10.00

Keep Base Plate Square: Y

Gravity Column Design Summary

DataBase: VA Augusta_Rev2_2022.06.16 06/16/22 19:47:07

Building Code: IBC Steel Code: AISC360-16 LRFD

DEMAND/CAPACITY LIMIT FOR STRENGTH : 1.000

Column Line BB-4.2

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Roof/Penthouse 77.4 34.5 -13.3 1 0.36 Eq H1-1b 0.0 50 W10X49

Second Floor 161.0 14.4 -7.4 1 0.62 Eq H1-1a 0.0 50 W10X49

Column Line BB-3

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Roof/Penthouse 177.0 106.7 -8.8 10 0.68 Eq H1-1a 0.0 50 W12X58

Second Floor 333.8 23.5 -0.5 1 0.95 Eq H1-3b 0.0 50 W12X58

Column Line BB-2

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Roof/Penthouse 192.3 104.2 9.0 6 0.72 Eq H1-1a 0.0 50 W10X60

Second Floor 345.2 20.3 1.1 1 0.93 Eq H1-3b 0.0 50 W10X60

Column Line BB-0.5

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Roof/Penthouse 113.1 58.4 11.8 1 0.57 Eq H1-1a 0.0 50 W10X49

Second Floor 198.3 14.0 7.9 1 0.74 Eq H1-1a 0.0 50 W10X49

Column Line 9.17ft-25.83ft

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Penthouse Roof 37.3 0.0 0.0 1 0.12 Eq Axial 90.0 50 W10X33

Column Line 9.17ft-52.58ft

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Penthouse Roof 42.5 -5.4 16.5 12 0.42 Eq H1-1b 90.0 50 W10X33

Column Line 9.17ft-77.17ft

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Penthouse Roof 25.7 -5.6 8.7 1 0.25 Eq H1-1b 90.0 50 W10X33

Column Line AA-4.2

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Roof/Penthouse 117.6 -32.2 -35.8 12 0.67 Eq H1-1a 0.0 50 W10X49

Second Floor 244.0 -9.4 -16.2 1 0.93 Eq H1-1a 0.0 50 W10X49

Column Line AA-3

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Penthouse Roof 71.2 0.0 0.0 1 0.20 Eq Axial 90.0 50 W12X40

Roof/Penthouse 291.6 -83.1 26.5 15 0.78 Eq H1-1a 0.0 50 W12X65

FUTURE EXPANSION

DataBase: VA Augusta_Rev2_2022.06.16 06/16/22 19:47:07

Building Code: IBC Steel Code: AISC360-16 LRFD

Second Floor 554.4 -11.5 8.0 6 0.92 Eq H1-1a 0.0 50 W12X65

Column Line AA-2

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Penthouse Roof 56.9 -10.1 15.5 15 0.37 Eq H1-1b 90.0 50 W12X40

Roof/Penthouse 320.2 -92.0 25.7 15 0.84 Eq H1-1a 0.0 50 W12X65

Second Floor 590.7 -9.0 6.3 6 0.96 Eq H1-1a 0.0 50 W12X65

Column Line AA-0.5

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Penthouse Roof 49.5 -27.8 15.9 3 0.21 Eq H1-1b 0.0 50 W12X65

Roof/Penthouse 240.7 -15.3 13.2 3 0.46 Eq H1-1a 0.0 50 W12X65

Second Floor 361.7 -4.9 7.8 1 0.75 Eq H1-1a 0.0 50 W12X65

Column Line A-4.2

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Roof/Penthouse 18.5 -7.8 -2.9 2 0.09 Eq H1-3b 0.0 50 W10X39

Second Floor 48.2 -5.0 -2.1 1 0.35 Eq H1-1a 0.0 50 W10X39

Column Line A-0.5

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Penthouse Roof 35.8 -14.4 -22.4 4 0.58 Eq H1-1b 90.0 50 W10X33

Roof/Penthouse Frame

Second Floor Frame

Column Line A.5-0.5

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Penthouse Roof 3.9 -5.2 3.4 1 0.02 Eq

H1-3a(H

0.0 50 W10X60

Roof/Penthouse 29.9 -4.7 3.0 1 0.07 Eq H1-1b 0.0 50 W10X60

Second Floor 51.7 0.0 0.0 1 0.13 Eq Axial 0.0 50 W10X60

Column Line B-2

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Penthouse Roof 32.8 -19.8 12.9 3 0.19 Eq H1-1b 0.0 50 W10X60

Roof/Penthouse 250.9 -11.7 8.0 3 0.52 Eq H1-1a 0.0 50 W10X60

Second Floor 392.2 -0.7 7.2 6 0.77 Eq H1-1a 0.0 50 W10X60

Column Line D-3

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Roof/Penthouse 134.6 11.6 -15.2 10 0.37 Eq H1-1a 0.0 50 W10X60

Second Floor 228.0 6.7 -2.2 1 0.50 Eq H1-1a 0.0 50 W10X60

Page 2/3

DataBase: VA Augusta_Rev2_2022.06.16 06/16/22 19:47:07

Building Code: IBC Steel Code: AISC360-16 LRFD

Column Line D-2

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Roof/Penthouse 131.2 10.7 15.5 6 0.36 Eq H1-1a 0.0 50 W10X60

Second Floor 222.6 5.1 3.4 1 0.49 Eq H1-1a 0.0 50 W10X60

Column Line E-1

Level Pu Mux Muy LC Interaction Eq. Angle Fy Size

Roof/Penthouse 40.8 -16.4 8.7 1 0.16 Eq H1-1b 0.0 50 W10X60

Second Floor 82.4 -9.2 5.4 1 0.27 Eq H1-1a 0.0 50 W10X60

Page 3/3

Column Load Summary

DataBase: VA Augusta_Rev2_2022.06.16 06/16/22 19:47:50

Building Code: IBC Steel Code: AISC360-16 LRFD

UNFACTORED COLUMN LOADS:

Units: kips

Column Line BB-4.2

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 23 13.88 20.3 0.7 47.3 0.0 21.0 68.3

Second Floor 23 20.83 59.1 1.7 72.8 0.0 60.8 133.6

Column Line BB-3

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 26 13.88 52.9 0.8 112.1 0.0 53.7 165.8

Second Floor 26 20.83 107.5 2.0 160.0 0.0 109.5 269.4

Column Line BB-2

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 28 13.88 53.0 0.8 120.4 -0.3 53.6 174.2

Second Floor 28 20.83 106.3 2.1 167.1 -0.3 108.1 275.5

Column Line BB-0.5

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 30 13.88 32.9 0.7 62.5 0.0 33.6 96.1

Second Floor 30 20.83 70.4 1.7 86.9 0.0 72.1 159.0

Column Line 9.17ft-25.83ft

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 57 11.50 5.4 0.4 19.0 0.0 5.8 24.8

Column Line 9.17ft-52.58ft

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 55 11.50 6.5 0.4 26.3 -0.4 6.4 33.1

Column Line 9.17ft-77.17ft

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 54 11.50 3.2 0.4 13.4 0.0 3.6 17.0

DataBase: VA Augusta_Rev2_2022.06.16 06/16/22 19:47:50

Building Code: IBC Steel Code: AISC360-16 LRFD

Column Line AA-4.2

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 24 13.88 34.1 0.7 76.7 0.0 34.8 111.6

Second Floor 24 20.83 82.8 1.7 117.9 0.0 84.5 202.4

Column Line AA-3

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 58 11.50 9.8 0.5 36.8 0.0 10.3 47.1

Roof/Penthouse 27 13.88 88.8 1.4 224.0 0.0 90.2 314.1

Second Floor 27 15.33 145.1 2.4 300.7 0.0 147.5 448.2

Column Line AA-2

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 56 11.50 11.7 0.5 50.7 -0.8 11.3 62.8

Roof/Penthouse 29 13.88 76.5 1.4 256.6 -1.0 76.9 334.5

Second Floor 29 15.33 131.4 2.4 331.5 -1.0 132.8 465.3

Column Line AA-0.5

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 53 11.50 6.0 0.7 25.9 0.0 6.7 32.6

Roof/Penthouse 31 13.88 57.2 1.6 133.8 0.0 58.9 192.6

Second Floor 31 20.83 104.3 3.0 173.1 0.0 107.3 280.4

Column Line A-4.2

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 51 13.88 4.7 0.5 11.0 0.0 5.2 16.3

Second Floor 51 20.83 21.7 1.4 17.0 0.0 23.1 40.1

Column Line A-4

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 25 13.88 28.2 2.4 45.6 0.0 30.7 76.3

Second Floor 25 20.83 71.0 6.1 77.1 0.0 77.1 154.2

Column Line A-3

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 34 11.50 11.0 0.9 34.9 0.0 12.0 46.9

Roof/Penthouse 34 13.88 83.6 3.4 158.0 0.0 87.0 245.0

Page 2/5

DataBase: VA Augusta_Rev2_2022.06.16 06/16/22 19:47:50

Building Code: IBC Steel Code: AISC360-16 LRFD

Second Floor 34 15.33 146.7 6.1 218.9 0.0 152.8 371.7

Column Line A-2

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 33 11.50 13.2 0.9 53.4 -0.4 13.7 67.5

Roof/Penthouse 33 13.88 81.8 3.4 192.7 -0.4 84.8 277.9

Second Floor 33 15.33 150.5 6.1 257.6 -0.4 156.2 414.1

Column Line A-0.5

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 32 11.50 6.4 0.4 27.8 0.0 6.8 34.6

Roof/Penthouse 32 13.88 53.2 2.8 93.3 0.0 56.1 149.4

Second Floor 32 20.83 99.7 6.5 122.5 0.0 106.2 228.7

Column Line A.5-0.5

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 52 11.50 0.9 0.7 4.1 0.0 1.6 5.6

Roof/Penthouse 52 13.88 11.9 1.5 11.4 0.0 13.5 24.8

Second Floor 52 20.83 23.0 2.8 15.8 0.0 25.8 41.6

Column Line B-4

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 36 13.88 26.5 1.7 32.5 0.0 28.2 60.7

Second Floor 36 20.83 66.0 4.2 62.6 0.0 70.2 132.8

Column Line B-3

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 35 11.50 11.4 0.9 28.0 0.0 12.3 40.3

Roof/Penthouse 35 13.88 72.5 2.1 134.1 0.0 74.6 208.7

Second Floor 35 15.33 118.8 3.3 198.3 0.0 122.2 320.4

Column Line B-2

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 37 11.50 11.7 0.7 35.9 -0.0 12.4 48.3

Roof/Penthouse 37 13.88 56.4 1.5 138.0 -0.0 57.9 195.9

Second Floor 37 15.33 100.9 2.5 199.6 -0.0 103.4 303.0

Page 3/5

DataBase: VA Augusta_Rev2_2022.06.16 06/16/22 19:47:50

Building Code: IBC Steel Code: AISC360-16 LRFD

Column Line B-1

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 38 11.50 5.7 0.9 22.0 0.0 6.7 28.7

Roof/Penthouse 38 13.88 41.3 2.6 68.2 0.0 43.9 112.0

Second Floor 38 20.83 76.6 5.1 96.0 0.0 81.7 177.7

Column Line C-4

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 48 13.88 23.9 1.7 29.5 0.0 25.6 55.1

Second Floor 48 20.83 57.7 4.2 52.6 0.0 61.9 114.5

Column Line C-3

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 45 11.50 6.4 0.9 16.9 0.0 7.3 24.3

Roof/Penthouse 45 13.88 69.8 2.1 100.6 0.0 71.9 172.4

Second Floor 45 15.33 111.5 3.3 157.5 0.0 114.8 272.3

Column Line C-2

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 42 11.50 6.8 0.9 24.2 -0.0 7.7 31.9

Roof/Penthouse 42 13.88 64.2 2.1 106.7 -0.0 66.3 173.0

Second Floor 42 15.33 105.1 3.3 162.8 -0.0 108.4 271.2

Column Line C-1

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Penthouse Roof 39 11.50 3.1 0.9 11.8 0.0 4.0 15.9

Roof/Penthouse 39 13.88 39.5 2.6 49.6 0.0 42.1 91.6

Second Floor 39 20.83 75.0 5.1 75.4 0.0 80.1 155.5

Column Line D-4

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 49 13.88 21.8 1.7 29.2 0.0 23.5 52.8

Second Floor 49 20.83 58.5 4.2 55.9 0.0 62.6 118.5

Column Line D-3

Page 4/5

DataBase: VA Augusta_Rev2_2022.06.16 06/16/22 19:47:50

Building Code: IBC Steel Code: AISC360-16 LRFD

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 46 13.88 44.8 0.8 58.9 0.0 45.6 104.6

Second Floor 46 17.33 87.0 1.9 116.0 0.0 88.9 204.9

Column Line D-2

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 43 13.88 43.5 0.8 57.0 0.0 44.3 101.4

Second Floor 43 17.33 84.8 1.9 113.0 0.0 86.7 199.6

Column Line D-1

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 40 13.88 20.7 1.7 27.1 0.0 22.3 49.4

Second Floor 40 20.83 56.8 4.2 53.6 0.0 61.0 114.6

Column Line E-4

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 50 13.88 13.6 1.7 17.3 0.0 15.2 32.6

Second Floor 50 20.83 43.3 4.2 34.4 0.0 47.5 81.9

Column Line E-3

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 47 13.88 29.1 1.7 37.3 0.0 30.8 68.1

Second Floor 47 20.83 74.8 4.2 74.0 0.0 79.0 153.0

Column Line E-2

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 44 13.88 27.4 1.7 35.9 0.0 29.1 65.0

Second Floor 44 20.83 70.8 4.2 71.3 0.0 74.9 146.3

Column Line E-1

Level Col# Length Dead Self +Live -Live MinTot MaxTot

Roof/Penthouse 41 13.88 11.8 0.8 16.0 0.0 12.7 28.6

Second Floor 41 20.83 39.0 2.1 31.7 0.0 41.0 72.7

Page 5/5

Base Plate Design Summary

DataBase: VA Augusta_Rev2_2022.06.16 06/16/22 19:48:26

Building Code: IBC Steel Code: AISC360-16 LRFD

BASE PLATES:

Design Code: AISC360-16 LRFD

Plate Fy (ksi) 36.000

Minimum Dimension From Face of Column to Edge of Plate (in) 3.500

Minimum Dimension From Side of Column to Edge of Plate (in) 3.500

Increment of Plate Dimensions (in) 0.500

Increment of Plate Thickness (in) 0.250

Minimum Footing Dimension Parallel to Web (ft) 10.00

Minimum Footing Dimension Perpendicular to Web (ft) 10.00

Keep Base Plate Square: Y

Column Line Column Size Fy N B tp

(ksi) (in) (in) (in)

BB-4.2 W10X49 36 17.00 17.00 1.000

BB-3 W12X58 36 19.50 19.50 1.500

BB-2 W10X60 36 17.50 17.50 1.250

BB-0.5 W10X49 36 17.00 17.00 1.000

AA-4.2 W10X49 36 17.00 17.00 1.250

AA-3 W12X65 36 19.50 19.50 1.750

AA-2 W12X65 36 19.50 19.50 1.750

AA-0.5 W12X65 36 19.50 19.50 1.250

A-4.2 W10X39 36 17.00 17.00 0.750

A.5-0.5 W10X60 36 17.50 17.50 0.500

B-2 W10X60 36 17.50 17.50 1.500

D-3 W10X60 36 17.50 17.50 1.250

D-2 W10X60 36 17.50 17.50 1.000

E-1 W10X60 36 17.50 17.50 0.750

FUTURE EXPANSION

USE 1" X 18" X 18" STEEL

BASE PLATE AT ALL

W10X60 STEEL COLUMNS

WITH (4) 1" DIA ANCHOR

BOLTS

STRUCTURAL CALCULATIONS

FOR

VA Augusta Construct Substance Use Residential Rehab Building

LATERAL DESIGN

Prepared by Date

Reviewed by Date www.cscos.com | (877) CS-SOLVE

VA Augusta Construct Substance Use Residential Rehab Building

JUAN LOZOYA

BRYAN SALT

06/2022

LATERAL SECOND FLOOR KEY PLAN

SCALE: 1/8" = 1'-0"

F1 STRUCTURAL FRAMING PLAN - SECOND FLOOR - OVERALL

MOMENT FRAME

LOCATIONS

B C D E

0.5

A.5

3/8" 14' - 0" 9' - 6" 23' - 0" 20' - 2" 24' - 3"

-1

FUTURE FRAME

LOCATION

FUTURE

EXPANSION

Prepared by Date

Reviewed by Date www.cscos.com | (877) CS-SOLVE

VA Augusta Construct Substance Use Residential Rehab Building

JUAN LOZOYA

BRYAN SALT

06/2022

LATERAL PENTHOUSE FLOOR/ROOF FLOOR KEY PLAN

SCALE: 1/8" = 1'-0"

F1 STRUCTURAL FRAMING PLAN - ROOF - OVERALL

B C D E

0.5

A.5

1 3/8" 14' - 0" 9' - 6" 23' - 0" 20' - 2" 24' - 3"

-1

FUTURE FRAME

LOCATION

FUTURE

EXPANSION

MOMENT FRAME

LOCATIONS

Prepared by Date

Reviewed by Date www.cscos.com | (877) CS-SOLVE

VA Augusta Construct Substance Use Residential Rehab Building

JUAN LOZOYA

BRYAN SALT

06/2022

LATERAL PENTHOUSE FLOOR/ROOF KEY PLAN

B C D E

0.5

A.5

1 3/8" 14' - 0" 9' - 6" 23' - 0" 20' - 2" 24' - 3"

-1

B C D

14' - 0" 9' - 6" 23' - 0" 20' - 2"

0.5

A.5

7" 44

447"

11' - 8"

Q U

A L

S P

A C

E S

W 8X

O W

T/STL 32' - 8"

W16X40 W18X50

W21X50 W21X50

W18X50 W16X40

W16X26

W14X22

S-301C1 S-301F2

S-301

3 EQUAL SPACES 3 EQUAL SPACES

S-530

W16X40

S-301

W16X40W

S-520

S-521

SIM

S-521

SIM

S-521

SIM

S-521

SIM

S-521

300 LBS

250 LBS

2 EQUAL SPACES

S-520

S-310

C3DOOR

FRAME

S-310 C5

S-310 C8

DOOR

FRAME

LOUVER

FRAME

S-310

DOOR

FRAME

W14X22

W14X22 3 E

Q U

A L

S P

A C

Q U

A L

S P

A C

W14X22

T/STL 38' - 8"

W12X30

S-520

W14X22

T/STL 38' - 8"

S-522

S-522 D1

S-522

TYP

FUTURE FRAME

LOCATION BELOW

FUTURE

EXPANSION

BELOW

FUTURE

PENTHOUSE

EXPANSION

BELOW

FUTURE FRAME

LOCATION AT

PENTHOUSE

MOMENT FRAME

LOCATIONS

SECOND FLOOR/ROOF

BELOW

Project VA Augusta Sheet 1

Project No. W30.016.001

Prepared By J. LOZOYA Date 7/27/2022

Reviewed By B. SALT Date 7/27/2022

SEISMIC DRIFT LIMIT - ASCE 12.12.1

Use Equation 12.8-15 to determine maximum allowalbe drift Ratio:

Project Criteria:

Allowable Story Drift (Table 12.12-1) Alldrift = 0.015

Deflection Amplification Factor Cd = 3.0

Importance Factor I = 1.25

Maximum Allowable Drift Ratio Delta = (Alldrift × (I))/( Cd) = 0.006

Project VA Augusta Sheet 2

WIND DRIFT LIMIT

Steel Moment Frame Lateral System supporting Brick Veneer use H/400

Height, H = 1.0

Allowable Drift Ratio Allw = H/400 = 0.003

Project VA Augusta Sheet 3

Drift

RAM Structural System 17.03.00.285

DataBase: VA Augusta_Rev3_2022.07 07/27/22 18:29:55

Building Code: IBC Steel Code: IBC

CRITERIA:

Rigid End Zones: Ignore Effects

Member Force Output: At Face of Joint

P-Delta: Yes Scale Factor (DL): 1.20 Scale Factor (LL): 1.60

Scale Factor (Roof): 1.60 Scale Factor (Snow): 1.60

Ground Level: Base

LOAD CASE DEFINITIONS:

D DeadLoad RAMUSER

Lp PosLiveLoad RAMUSER

Ln NegLiveLoad RAMUSER

Sp PosSnowLoad RAMUSER

Sn NegSnowLoad RAMUSER

E5 Seismic - Drift EQ_ASCE716_X_+E_Drft

E6 Seismic - Drift EQ_ASCE716_X_-E_Drft

E7 Seismic - Drift EQ_ASCE716_Y_+E_Drft

E8 Seismic - Drift EQ_ASCE716_Y_-E_Drft

W13 Wind - Drift Wind_ASCE716_1_X

W14 Wind - Drift Wind_ASCE716_1_Y

W15 Wind - Drift Wind_ASCE716_2_X+E

W16 Wind - Drift Wind_ASCE716_2_X-E

W17 Wind - Drift Wind_ASCE716_2_Y+E

W18 Wind - Drift Wind_ASCE716_2_Y-E

W19 Wind - Drift Wind_ASCE716_3_X+Y

W20 Wind - Drift Wind_ASCE716_3_X-Y

W21 Wind - Drift Wind_ASCE716_4_X+Y_CW

W22 Wind - Drift Wind_ASCE716_4_X+Y_CCW

W23 Wind - Drift Wind_ASCE716_4_X-Y_CW

W24 Wind - Drift Wind_ASCE716_4_X-Y_CCW

RESULTS:

Location (ft): (48.526, 25.872)

Story LdC Displacement Story Drift Drift Ratio

X Y X Y X Y in in in in

Penthouse Roof D 0.0042 -0.0073 -0.0030 -0.0022 0.0000 0.0000

Lp 0.0102 -0.0020 0.0044 0.0009 0.0000 0.0000

Ln 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000

Sp -0.0404 -0.0074 -0.0336 -0.0096 0.0002 0.0001

Sn 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000

E5 1.2878 0.0028 0.2272 -0.0229 0.0016 0.0002

E6 1.3150 -0.0245 0.2417 -0.0315 0.0018 0.0002Page 1180 of 2569

DataBase: VA Augusta_Rev3_2022.07 07/27/22 18:29:55

Building Code: IBC Steel Code: IBC

Story LdC Displacement Story Drift Drift Ratio

E7 -0.0137 0.8317 -0.0248 0.1515 0.0002 0.0011

E8 -0.0754 0.8970 -0.0543 0.1688 0.0004 0.0012

W13 0.9160 -0.0156 0.2465 -0.0266 0.0018 0.0002

W14 -0.0922 0.7827 -0.0906 0.2725 0.0007 0.0020

W15 0.6550 0.0137 0.1609 -0.0048 0.0012 0.0000

W16 0.7191 -0.0371 0.2088 -0.0351 0.0015 0.0003

W17 0.0234 0.5111 -0.0010 0.1621 0.0000 0.0012

W18 -0.1617 0.6629 -0.1349 0.2466 0.0010 0.0018

W19 0.6140 0.5763 0.1165 0.1845 0.0008 0.0013

W20 0.7518 -0.5997 0.2522 -0.2243 0.0018 0.0016

W21 0.3670 0.5082 0.0192 0.1815 0.0001 0.0013

W22 0.5540 0.3563 0.1555 0.0953 0.0011 0.0007

W23 0.4704 -0.3738 0.1210 -0.1252 0.0009 0.0009

W24 0.6573 -0.5257 0.2573 -0.2113 0.0019 0.0015

Roof/Penthouse D 0.0071 -0.0051 0.0039 -0.0026 0.0000 0.0000

Lp 0.0058 -0.0029 0.0038 -0.0018 0.0000 0.0000

Ln 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000

Sp -0.0069 0.0022 -0.0051 0.0005 0.0000 0.0000

Sn 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000

E5 1.0605 0.0257 0.4157 0.0057 0.0025 0.0000

E6 1.0734 0.0070 0.4208 0.0014 0.0025 0.0000

E7 0.0111 0.6802 0.0058 0.2213 0.0000 0.0013

E8 -0.0211 0.7282 -0.0066 0.2320 0.0000 0.0014

W13 0.6695 0.0110 0.2652 0.0028 0.0016 0.0000

W14 -0.0016 0.5102 -0.0015 0.1665 0.0000 0.0010

W15 0.4940 0.0184 0.1952 0.0040 0.0012 0.0000

W16 0.5102 -0.0020 0.2026 0.0002 0.0012 0.0000

W17 0.0245 0.3490 0.0100 0.1185 0.0001 0.0007

W18 -0.0269 0.4163 -0.0123 0.1312 0.0001 0.0008

W19 0.4975 0.3917 0.1964 0.1273 0.0012 0.0008

W20 0.4996 -0.3753 0.1985 -0.1231 0.0012 0.0007

W21 0.3478 0.3267 0.1362 0.1016 0.0008 0.0006

W22 0.3985 0.2609 0.1584 0.0893 0.0010 0.0005

W23 0.3493 -0.2486 0.1378 -0.0861 0.0008 0.0005

W24 0.4000 -0.3144 0.1600 -0.0985 0.0010 0.0006

Second Floor D 0.0032 -0.0025 0.0032 -0.0025 0.0000 0.0000

Lp 0.0021 -0.0011 0.0021 -0.0011 0.0000 0.0000

Ln 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000

Sp -0.0017 0.0017 -0.0017 0.0017 0.0000 0.0000

Sn 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000

E5 0.6449 0.0200 0.6449 0.0200 0.0040 0.0001

E6 0.6526 0.0056 0.6526 0.0056 0.0041 0.0000

E7 0.0053 0.4589 0.0053 0.4589 0.0000 0.0029

Page 2/3

DataBase: VA Augusta_Rev3_2022.07 07/27/22 18:29:55

Building Code: IBC Steel Code: IBC

Story LdC Displacement Story Drift Drift Ratio

E8 -0.0145 0.4962 -0.0145 0.4962 0.0001 0.0031

W13 0.4043 0.0081 0.4043 0.0081 0.0025 0.0001

W14 -0.0000 0.3438 -0.0000 0.3438 0.0000 0.0021

W15 0.2988 0.0144 0.2988 0.0144 0.0019 0.0001

W16 0.3077 -0.0022 0.3077 -0.0022 0.0019 0.0000

W17 0.0145 0.2305 0.0145 0.2305 0.0001 0.0014

W18 -0.0145 0.2851 -0.0145 0.2851 0.0001 0.0018

W19 0.3012 0.2644 0.3012 0.2644 0.0019 0.0017

W20 0.3011 -0.2523 0.3011 -0.2523 0.0019 0.0016

W21 0.2117 0.2250 0.2117 0.2250 0.0013 0.0014

W22 0.2401 0.1716 0.2401 0.1716 0.0015 0.0011

W23 0.2116 -0.1625 0.2116 -0.1625 0.0013 0.0010

W24 0.2400 -0.2159 0.2400 -0.2159 0.0015 0.0013

Page 3/3

LESS THAN MAXIMUM DRIFT LIMIT

MEMBER SIZES OKAY FOR DRIFT IN EACH DIRECTION

ASCE 7 Stability Coefficients

RAM Frame 17.03.00.285

DataBase: VA Augusta_Rev3_2022.07.26_Drift With Frame at Future Expansion 07/27/22 18:46:27

CRITERIA:

Rigid End Zones: Ignore Effects

Member Force Output: At Face of Joint

P-Delta: Yes Scale Factor (DL): 1.20 Scale Factor (LL): 1.60

Scale Factor (Roof): 1.60 Scale Factor (Snow): 1.60

Ground Level: Base

Mesh Criteria :

Max. Distance Between Nodes on Mesh Line (ft) : 4.00

Merge Node Tolerance (in) : 0.0100

Geometry Tolerance (in) : 0.0050

Walls Out-of-plane Stiffness Not Included in Analysis.

Sign considered for Dynamic Load Case Results.

Rigid Links Included at Fixed Beam-to-Wall Locations

Eigenvalue Analysis : Eigen Vectors (Subspace Iteration)

STABILITY COEFFICIENTS:ASCE 7-10 Eq. (12.8-16) β = 1.00

Cd : X-Dir = 3.00 Y-Dir = 3.00

Note that the reported drifts are unfactored elastic story drift values.

Calculated vertical load includes dead, live and roof loads. Live loads are reduced with live load reduction factors.

Calculated vertical load is the sum of the total vertical load at and above story.

Vertical Load Factors:

Dead Load : 1.00 Live Load : 0.50 Roof Load : 1.00 Snow Load : 0.20

LOAD CASE: Seismic - Drift

Type : EQ_ASCE716_X_+E_Drft

Level Diaph. # Ht Shear X Shear Y Drift X Drift Y Vertical Load ft kips kips in in kips

Penthouse Roof 1 38.71 10.17 0.00 0.21 0.00 348.58

Roof/Penthouse 1 27.21 68.93 0.00 0.40 0.00 2315.00

Second Floor 1 13.33 91.33 -0.00 0.59 -0.00 4237.53

Level Diaph. # θθθθx θθθθy θθθθx/(1+θθθθx) θθθθy/(1+θθθθy) θθθθxmax θθθθymax

Penthouse Roof 1 0.051 0.000 0.049 0.000 0.167 0.167

Roof/Penthouse 1 0.080 0.000 0.074 0.000 0.167 0.167

Second Floor 1 0.170 0.000 0.146 0.000 0.167 0.167

Type : EQ_ASCE716_X_-E_Drft

Level Diaph. # Ht Shear X Shear Y Drift X Drift Y Vertical Load ft kips kips in in kips

Penthouse Roof 1 38.71 10.17 0.00 0.20 -0.02 348.58

Roof/Penthouse 1 27.21 68.93 0.00 0.40 0.00 2315.00

Second Floor 1 13.33 91.33 0.00 0.59 -0.00 4237.53Page 1183 of 2569

ASCE 7 Stability Coefficients

DataBase: VA Augusta_Rev3_2022.07.26_Drift With Frame at Future Expansion 07/27/22 18:46:27

Level Diaph. # θθθθx θθθθy θθθθx/(1+θθθθx) θθθθy/(1+θθθθy) θθθθxmax θθθθymax

Penthouse Roof 1 0.049 0.000 0.046 0.000 0.167 0.167

Roof/Penthouse 1 0.080 0.000 0.074 0.000 0.167 0.167

Second Floor 1 0.170 0.000 0.145 0.000 0.167 0.167

Type : EQ_ASCE716_Y_+E_Drft

Level Diaph. # Ht Shear X Shear Y Drift X Drift Y Vertical Load ft kips kips in in kips

Penthouse Roof 1 38.71 0.00 12.76 -0.02 0.13 348.58

Roof/Penthouse 1 27.21 -0.00 92.11 -0.00 0.23 2315.00

Second Floor 1 13.33 -0.00 127.25 -0.00 0.44 4237.53

Level Diaph. # θθθθx θθθθy θθθθx/(1+θθθθx) θθθθy/(1+θθθθy) θθθθxmax θθθθymax

Penthouse Roof 1 0.000 0.026 0.000 0.025 0.167 0.167

Roof/Penthouse 1 0.000 0.035 0.000 0.033 0.167 0.167

Second Floor 1 0.000 0.093 0.000 0.085 0.167 0.167

Type : EQ_ASCE716_Y_-E_Drft

Level Diaph. # Ht Shear X Shear Y Drift X Drift Y Vertical Load ft kips kips in in kips

Penthouse Roof 1 38.71 0.00 12.76 0.01 0.19 348.58

Roof/Penthouse 1 27.21 0.00 92.11 -0.00 0.23 2315.00

Second Floor 1 13.33 0.00 127.25 0.00 0.43 4237.53

Level Diaph. # θθθθx θθθθy θθθθx/(1+θθθθx) θθθθy/(1+θθθθy) θθθθxmax θθθθymax

Penthouse Roof 1 0.000 0.037 0.000 0.036 0.167 0.167

Roof/Penthouse 1 0.000 0.034 0.000 0.033 0.167 0.167

Second Floor 1 0.000 0.090 0.000 0.083 0.167 0.167

Page 2/2

AISC 360 Direct Analysis Validation Report

DataBase: VA Augusta_Rev3_2022.07.26_Force wiith Frame at Future Expansion 07/27/22 18:56:17

DESIGN CODE

AISC 360-16 LRFD

SECOND-ORDER ANALYSIS

P-Delta analysis was performed with gravity loads.

Scale factor (DL) : 1.20 Scale factor (LL) : 1.60

B1 Factors:

B1 factors were calculated and applied to gravity load case moments.

B2 Factors:

RMX = 1.000

RMY = 1.000

Maximum B2 = 1.637 on Level Second Floor at an angle of 180.00 degrees.

Load Combination : 1.200 D + 1.200 ND1 + 1.000 Lp + 1.000 NL1 + 1.600 Sp + 1.600

NR1.

B2 factors were not applied.

NOTIONAL LOADS

Fraction of gravity loads used for Notional Loads:

Global X-axis : 0.0020

Global Y-axis : 0.0020

Generated Load Combinations:

Number of Selected Load Combinations = 340

Notional Loads were included with gravity combinations only.

REDUCED STIFFNESS

Flexural Stiffness:

The flexural stiffnesses were reduced.

Number of members with required τb < 1.0 = 0 τb used in Analysis : 1.000

Axial Stiffness:

The axial stiffnesses were reduced.

STABILITY AND DIRECT ANALYSIS RESULTS OKAY.

S te el C o d e C h ec k C ri te ri a

R A

M F ra m e .0

D at aB as e:

A A u g u st a_ R ev .0

F o rc e w ii th

F ra m e at F u tu re E x p an si o n

B u il d in g C o d e:

I B

C S te el

C o d e:

C -1

R F

M E

M B

E R

C O

D E

C H

E C

K C

E R

G L

O B

A L

B a n d

B C ri te ri a

A p p ly

B F ac to r

F ac to r N o t

A p p li ed

K -F a ct o r:

C o lu m n s B ea m s B ra ce s

K x

K y

C o m p re ss io n F la n g e

B ra ci n g

C o lu m n s:

D ec k B ra ce s C o lu m n

K n ee

B ra ce D o es

N o t

B ra ce C o lu m n

M ax

A n g le f o r w h ic h B ea m

B ra ce s

C o lu m n

.0 d eg

B ea m s

H o ri z B ra ce s:

T o p F la n g e

N o t

C o n ti n u o u sl y B ra ce d

B o tt o m

F la n g e

N o t

C o n ti n u o u sl y B ra ce d

D o N o t

C o n si d er

P o in t o f

In fl ec ti o n a s B ra ce

P o in t

C o lu m n

D es ig n

M o m en ts

P er ce n t o f

G ra v it y L o ad

M o m en ts t o i n cl u d e in d es ig n o f st ee l co lu m n s:

D ea d L o a d

L iv e L o a d

R o o f

L o a d

A x ia l S le n d er n es s L im it s

C h ec k K

L /r e x ce ed s f o r

C o m p re ss io n M em b er s

C h ec k L

/r e x ce ed s f o r

T en si o n M em b er s (e x cl u d es r o d s)

M E

M B

E R

C O

D E

C H

E C

K C

E R

A S

N E

F ra m e el C o d e C h ec k C ri te ri a

R A

M F ra m e .0

D at aB as e:

A A u g u st a_ R ev .0

F o rc e w ii th

F ra m e at F u tu re E x p an si o n

B u il d in g C o d e:

I B

C S te el

C o d e:

C -1

R F

L ev el

P en th o u se R o o f

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

S te el B ea m

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

R B

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

L ev el

R o o f/

P en th o u se

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

S te el B ea m

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

R B

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

L ev el

S ec o n d F lo o r

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

P ag e

/8 el C o d e C h ec k C ri te ri a

R A

M F ra m e .0

D at aB as e:

A A u g u st a_ R ev .0

F o rc e w ii th

F ra m e at F u tu re E x p an si o n

B u il d in g C o d e:

I B

C S te el

C o d e:

C -1

R F

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

G lo b al

S te el B ea m

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

R B

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

F ra m e

L ev el

R o o f/

P en th o u se

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

S te el B ea m

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

R B

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

L ev el

S ec o n d F lo o r

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

S te el B ea m

P ag e el C o d e C h ec k C ri te ri a

R A

M F ra m e .0

D at aB as e:

A A u g u st a_ R ev .0

F o rc e w ii th

F ra m e at F u tu re E x p an si o n

B u il d in g C o d e:

I B

C S te el

C o d e:

C -1

R F

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

R B

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

F ra m e

L ev el

R o o f/

P en th o u se

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

S te el B ea m

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

R B

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

L ev el

S ec o n d F lo o r

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

S te el B ea m

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

R B

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

F ra m e

P ag e el C o d e C h ec k C ri te ri a

R A

M F ra m e .0

D at aB as e:

A A u g u st a_ R ev .0

F o rc e w ii th

F ra m e at F u tu re E x p an si o n

B u il d in g C o d e:

I B

C S te el

C o d e:

C -1

R F

L ev el

P en th o u se R o o f

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

S te el B ea m

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

R B

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

L ev el

R o o f/

P en th o u se

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

S te el B ea m

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

R B

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

L ev el

S ec o n d F lo o r

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

S te el B ea m

P ag e el C o d e C h ec k C ri te ri a

R A

M F ra m e .0

D at aB as e:

A A u g u st a_ R ev .0

F o rc e w ii th

F ra m e at F u tu re E x p an si o n

B u il d in g C o d e:

I B

C S te el

C o d e:

C -1

R F

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

R B

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

F ra m e

L ev el

P en th o u se R o o f

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

S te el B ea m

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

R B

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

L ev el

R o o f/

P en th o u se

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

L ev el

S ec o n d F lo o r

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

F ra m e

L ev el

P en th o u se R o o f

S te el C o lu m n

P ag e el C o d e C h ec k C ri te ri a

R A

M F ra m e .0

D at aB as e:

A A u g u st a_ R ev .0

F o rc e w ii th

F ra m e at F u tu re E x p an si o n

B u il d in g C o d e:

I B

C S te el

C o d e:

C -1

R F

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

S te el B ea m

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

R B

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

L ev el

R o o f/

P en th o u se

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

L ev el

S ec o n d F lo o r

S te el C o lu m n

-F a ct o r

F la n g e

B ra ci n g U n b ra ce d L en g th

K x

K y

M a jo r M in o r

L x

L y

L b y

G lo b al

J O

C O

D E

C H

E C

K C

E R

M a te ri a l

P ro p er ti es

W eb p la te F y k si

S ti ff n er p la te F y k si

G eo m et ry

M ax im u m a n g le b et w ee n a b ea m a n d c o lu m n t o as su m e th e b ea m f ra m es i n to c o lu m n f la n g e:

O n e d ia g o n al s ti ff en er d es ig n ed i f th e d if fe re n ce i n b ea m d ep th s at a j o in t is l es s th an in

D es ig n

F o rc e

U se a ct u al b ea m f o rc es

C o n si d er a x ia l lo ad i n b ea m

O p ti m iz a ti o n

S ti ff n er s

P ag e el C o d e C h ec k C ri te ri a

R A

M F ra m e .0

D at aB as e:

A A u g u st a_ R ev .0

F o rc e w ii th

F ra m e at F u tu re E x p an si o n

B u il d in g C o d e:

I B

C S te el

C o d e:

C -1

R F

O p ti m iz e ea ch s ti ff n er a t jo in t

M in im u m

T h ic k n es s:

P er C o d e

M in im u m

W id th

M ax

B ea m F la n g e

W id th a t Jo in t

T h ic k n es s In cr em en t

(i n

W id th I n cr em en t (i n

C li p co p e) d im en si o n in

W eb

P la te s

M ax im u m

T h ic k n es s:

S am e as C o lu m n W eb

M in im u m

T h ic k n es s (i n

T h ic k n es s In cr em en t

(i n

g ro o v e w el d p la te t o c o lu m n

N o w eb p la te p lu g w el d

P ag e

Load Combinations

DataBase: VA Augusta_Rev3_2022.07.26_Force wiith Frame at Future Expansion 07/27/22 18:57:45

LOAD COMBINATION CRITERIA:

Roof Live Load: Snow

Snow Factor f2 Use Full Factor (f2 = 0.7) on Snow in Combination with Seismic

Notional Loads Consider with Combinations containing only gravity loads

Live Load factor f1 (0.5 or 1.0) 1.000

Sds (for Ev) 0.272

RhoX 1.000

RhoY 1.000

LOAD CASE DEFINITIONS:

D DeadLoad RAMUSER

Lp PosLiveLoad RAMUSER

Ln NegLiveLoad RAMUSER

Sp PosSnowLoad RAMUSER

Sn NegSnowLoad RAMUSER

W1 Wind - Force Wind_ASCE716_1_X

W2 Wind - Force Wind_ASCE716_1_Y

W3 Wind - Force Wind_ASCE716_2_X+E

W4 Wind - Force Wind_ASCE716_2_X-E

W5 Wind - Force Wind_ASCE716_2_Y+E

W6 Wind - Force Wind_ASCE716_2_Y-E

W7 Wind - Force Wind_ASCE716_3_X+Y

W8 Wind - Force Wind_ASCE716_3_X-Y

W9 Wind - Force Wind_ASCE716_4_X+Y_CW

W10 Wind - Force Wind_ASCE716_4_X+Y_CCW

W11 Wind - Force Wind_ASCE716_4_X-Y_CW

W12 Wind - Force Wind_ASCE716_4_X-Y_CCW

E1 Seismic - Force EQ_ASCE716_X_+E_F

E2 Seismic - Force EQ_ASCE716_X_-E_F

E3 Seismic - Force EQ_ASCE716_Y_+E_F

E4 Seismic - Force EQ_ASCE716_Y_-E_F

ND1 Notional Load NL_AISC360_DL_X

ND2 Notional Load NL_AISC360_DL_Y

NL1 Notional Load NL_AISC360_LL_X

NL2 Notional Load NL_AISC360_LL_Y

NR1 Notional Load NL_AISC360_Rf_X

NR2 Notional Load NL_AISC360_Rf_Y

LOAD COMBINATIONS: IBC 2018 / ASCE 7-16 LRFD

1 * 1.400 D + 1.400 ND1

2 * 1.400 D + 1.400 ND2

3 * 1.400 D - 1.400 ND1

4 * 1.400 D - 1.400 ND2

5 * 1.200 D + 1.200 ND1 + 1.600 Lp + 1.600 NL1 + 0.500 Sp + 0.500 NR1

6 * 1.200 D + 1.200 ND2 + 1.600 Lp + 1.600 NL2 + 0.500 Sp + 0.500 NR2

7 * 1.200 D - 1.200 ND1 + 1.600 Lp - 1.600 NL1 + 0.500 Sp - 0.500 NR1Page 1194 of 2569

DataBase: VA Augusta_Rev3_2022.07.26_Force wiith Frame at Future Expansion 07/27/22 18:57:45

8 * 1.200 D - 1.200 ND2 + 1.600 Lp - 1.600 NL2 + 0.500 Sp - 0.500 NR2

9 * 1.200 D + 1.200 ND1 + 1.600 Ln + 1.600 NL1 + 0.500 Sn + 0.500 NR1

10 * 1.200 D + 1.200 ND2 + 1.600 Ln + 1.600 NL2 + 0.500 Sn + 0.500 NR2

11 * 1.200 D - 1.200 ND1 + 1.600 Ln - 1.600 NL1 + 0.500 Sn - 0.500 NR1

12 * 1.200 D - 1.200 ND2 + 1.600 Ln - 1.600 NL2 + 0.500 Sn - 0.500 NR2

13 * 1.200 D + 1.200 ND1 + 1.600 Lp + 1.600 NL1

14 * 1.200 D + 1.200 ND2 + 1.600 Lp + 1.600 NL2

15 * 1.200 D - 1.200 ND1 + 1.600 Lp - 1.600 NL1

16 * 1.200 D - 1.200 ND2 + 1.600 Lp - 1.600 NL2

17 * 1.200 D + 1.200 ND1 + 1.600 Ln + 1.600 NL1

18 * 1.200 D + 1.200 ND2 + 1.600 Ln + 1.600 NL2

19 * 1.200 D - 1.200 ND1 + 1.600 Ln - 1.600 NL1

20 * 1.200 D - 1.200 ND2 + 1.600 Ln - 1.600 NL2

21 * 1.200 D + 1.200 ND1 + 1.000 Lp + 1.000 NL1 + 1.600 Sp + 1.600 NR1

22 * 1.200 D + 1.200 ND2 + 1.000 Lp + 1.000 NL2 + 1.600 Sp + 1.600 NR2

23 * 1.200 D - 1.200 ND1 + 1.000 Lp - 1.000 NL1 + 1.600 Sp - 1.600 NR1

24 * 1.200 D - 1.200 ND2 + 1.000 Lp - 1.000 NL2 + 1.600 Sp - 1.600 NR2

25 * 1.200 D + 1.200 ND1 + 1.000 Ln + 1.000 NL1 + 1.600 Sn + 1.600 NR1

26 * 1.200 D + 1.200 ND2 + 1.000 Ln + 1.000 NL2 + 1.600 Sn + 1.600 NR2

27 * 1.200 D - 1.200 ND1 + 1.000 Ln - 1.000 NL1 + 1.600 Sn - 1.600 NR1

28 * 1.200 D - 1.200 ND2 + 1.000 Ln - 1.000 NL2 + 1.600 Sn - 1.600 NR2

29 * 1.200 D - 1.200 ND1 + 1.600 Sp - 1.600 NR1

30 * 1.200 D - 1.200 ND2 + 1.600 Sp - 1.600 NR2

31 * 1.200 D + 1.200 ND1 + 1.600 Sp + 1.600 NR1

32 * 1.200 D + 1.200 ND2 + 1.600 Sp + 1.600 NR2

33 * 1.200 D + 1.200 ND1 + 1.600 Sn + 1.600 NR1

34 * 1.200 D + 1.200 ND2 + 1.600 Sn + 1.600 NR2

35 * 1.200 D - 1.200 ND1 + 1.600 Sn - 1.600 NR1

36 * 1.200 D - 1.200 ND2 + 1.600 Sn - 1.600 NR2

37 * 1.200 D + 1.600 Sp + 0.500 W1

38 * 1.200 D + 1.600 Sp + 0.500 W2

39 * 1.200 D + 1.600 Sp + 0.500 W3

40 * 1.200 D + 1.600 Sp + 0.500 W4

41 * 1.200 D + 1.600 Sp + 0.500 W5

42 * 1.200 D + 1.600 Sp + 0.500 W6

43 * 1.200 D + 1.600 Sp + 0.500 W7

44 * 1.200 D + 1.600 Sp + 0.500 W8

45 * 1.200 D + 1.600 Sp + 0.500 W9

46 * 1.200 D + 1.600 Sp + 0.500 W10

47 * 1.200 D + 1.600 Sp + 0.500 W11

48 * 1.200 D + 1.600 Sp + 0.500 W12

49 * 1.200 D + 1.600 Sp - 0.500 W1

50 * 1.200 D + 1.600 Sp - 0.500 W2

51 * 1.200 D + 1.600 Sp - 0.500 W3

52 * 1.200 D + 1.600 Sp - 0.500 W4

53 * 1.200 D + 1.600 Sp - 0.500 W5

Page 2/9

DataBase: VA Augusta_Rev3_2022.07.26_Force wiith Frame at Future Expansion 07/27/22 18:57:45

54 * 1.200 D + 1.600 Sp - 0.500 W6

55 * 1.200 D + 1.600 Sp - 0.500 W7

56 * 1.200 D + 1.600 Sp - 0.500 W8

57 * 1.200 D + 1.600 Sp - 0.500 W9

58 * 1.200 D + 1.600 Sp - 0.500 W10

59 * 1.200 D + 1.600 Sp - 0.500 W11

60 * 1.200 D + 1.600 Sp - 0.500 W12

61 * 1.200 D + 1.600 Sn + 0.500 W1

62 * 1.200 D + 1.600 Sn + 0.500 W2

63 * 1.200 D + 1.600 Sn + 0.500 W3

64 * 1.200 D + 1.600 Sn + 0.500 W4

65 * 1.200 D + 1.600 Sn + 0.500 W5

66 * 1.200 D + 1.600 Sn + 0.500 W6

67 * 1.200 D + 1.600 Sn + 0.500 W7

68 * 1.200 D + 1.600 Sn + 0.500 W8

69 * 1.200 D + 1.600 Sn + 0.500 W9

70 * 1.200 D + 1.600 Sn + 0.500 W10

71 * 1.200 D + 1.600 Sn + 0.500 W11

72 * 1.200 D + 1.600 Sn + 0.500 W12

73 * 1.200 D + 1.600 Sn - 0.500 W1

74 * 1.200 D + 1.600 Sn - 0.500 W2

75 * 1.200 D + 1.600 Sn - 0.500 W3

76 * 1.200 D + 1.600 Sn - 0.500 W4

77 * 1.200 D + 1.600 Sn - 0.500 W5

78 * 1.200 D + 1.600 Sn - 0.500 W6

79 * 1.200 D + 1.600 Sn - 0.500 W7

80 * 1.200 D + 1.600 Sn - 0.500 W8

81 * 1.200 D + 1.600 Sn - 0.500 W9

82 * 1.200 D + 1.600 Sn - 0.500 W10

83 * 1.200 D + 1.600 Sn - 0.500 W11

84 * 1.200 D + 1.600 Sn - 0.500 W12

85 * 1.200 D + 1.000 Lp + 0.500 Sp + 1.000 W1

86 * 1.200 D + 1.000 Lp + 0.500 Sp + 1.000 W2

87 * 1.200 D + 1.000 Lp + 0.500 Sp + 1.000 W3

88 * 1.200 D + 1.000 Lp + 0.500 Sp + 1.000 W4

89 * 1.200 D + 1.000 Lp + 0.500 Sp + 1.000 W5

90 * 1.200 D + 1.000 Lp + 0.500 Sp + 1.000 W6

91 * 1.200 D + 1.000 Lp + 0.500 Sp + 1.000 W7

92 * 1.200 D + 1.000 Lp + 0.500 Sp + 1.000 W8

93 * 1.200 D + 1.000 Lp + 0.500 Sp + 1.000 W9

94 * 1.200 D + 1.000 Lp + 0.500 Sp + 1.000 W10

95 * 1.200 D + 1.000 Lp + 0.500 Sp + 1.000 W11

96 * 1.200 D + 1.000 Lp + 0.500 Sp + 1.000 W12

97 * 1.200 D + 1.000 Lp + 0.500 Sp - 1.000 W1

98 * 1.200 D + 1.000 Lp + 0.500 Sp - 1.000 W2

99 * 1.200 D + 1.000 Lp + 0.500 Sp - 1.000 W3

Page 3/9

DataBase: VA Augusta_Rev3_2022.07.26_Force wiith Frame at Future Expansion 07/27/22 18:57:45

100 * 1.200 D + 1.000 Lp + 0.500 Sp - 1.000 W4

101 * 1.200 D + 1.000 Lp + 0.500 Sp - 1.000 W5

102 * 1.200 D + 1.000 Lp + 0.500 Sp - 1.000 W6

103 * 1.200 D + 1.000 Lp + 0.500 Sp - 1.000 W7

104 * 1.200 D + 1.000 Lp + 0.500 Sp - 1.000 W8

105 * 1.200 D + 1.000 Lp + 0.500 Sp - 1.000 W9

106 * 1.200 D + 1.000 Lp + 0.500 Sp - 1.000 W10

107 * 1.200 D + 1.000 Lp + 0.500 Sp - 1.000 W11

108 * 1.200 D + 1.000 Lp + 0.500 Sp - 1.000 W12

109 * 1.200 D + 1.000 Ln + 0.500 Sn + 1.000 W1

110 * 1.200 D + 1.000 Ln + 0.500 Sn + 1.000 W2

111 * 1.200 D + 1.000 Ln + 0.500 Sn + 1.000 W3

112 * 1.200 D + 1.000 Ln + 0.500 Sn + 1.000 W4

113 * 1.200 D + 1.000 Ln + 0.500 Sn + 1.000 W5

114 * 1.200 D + 1.000 Ln + 0.500 Sn + 1.000 W6

115 * 1.200 D + 1.000 Ln + 0.500 Sn + 1.000 W7

116 * 1.200 D + 1.000 Ln + 0.500 Sn + 1.000 W8

117 * 1.200 D + 1.000 Ln + 0.500 Sn + 1.000 W9

118 * 1.200 D + 1.000 Ln + 0.500 Sn + 1.000 W10

119 * 1.200 D + 1.000 Ln + 0.500 Sn + 1.000 W11

120 * 1.200 D + 1.000 Ln + 0.500 Sn + 1.000 W12

121 * 1.200 D + 1.000 Ln + 0.500 Sn - 1.000 W1

122 * 1.200 D + 1.000 Ln + 0.500 Sn - 1.000 W2

123 * 1.200 D + 1.000 Ln + 0.500 Sn - 1.000 W3

124 * 1.200 D + 1.000 Ln + 0.500 Sn - 1.000 W4

125 * 1.200 D + 1.000 Ln + 0.500 Sn - 1.000 W5

126 * 1.200 D + 1.000 Ln + 0.500 Sn - 1.000 W6

127 * 1.200 D + 1.000 Ln + 0.500 Sn - 1.000 W7

128 * 1.200 D + 1.000 Ln + 0.500 Sn - 1.000 W8

129 * 1.200 D + 1.000 Ln + 0.500 Sn - 1.000 W9

130 * 1.200 D + 1.000 Ln + 0.500 Sn - 1.000 W10

131 * 1.200 D + 1.000 Ln + 0.500 Sn - 1.000 W11

132 * 1.200 D + 1.000 Ln + 0.500 Sn - 1.000 W12

133 * 1.200 D + 1.000 Lp + 1.000 W1

134 * 1.200 D + 1.000 Lp + 1.000 W2

135 * 1.200 D + 1.000 Lp + 1.000 W3

136 * 1.200 D + 1.000 Lp + 1.000 W4

137 * 1.200 D + 1.000 Lp + 1.000 W5

138 * 1.200 D + 1.000 Lp + 1.000 W6

139 * 1.200 D + 1.000 Lp + 1.000 W7

140 * 1.200 D + 1.000 Lp + 1.000 W8

141 * 1.200 D + 1.000 Lp + 1.000 W9

142 * 1.200 D + 1.000 Lp + 1.000 W10

143 * 1.200 D + 1.000 Lp + 1.000 W11

144 * 1.200 D + 1.000 Lp + 1.000 W12

145 * 1.200 D + 1.000 Lp - 1.000 W1

Page 4/9

DataBase: VA Augusta_Rev3_2022.07.26_Force wiith Frame at Future Expansion 07/27/22 18:57:45

146 * 1.200 D + 1.000 Lp - 1.000 W2

147 * 1.200 D + 1.000 Lp - 1.000 W3

148 * 1.200 D + 1.000 Lp - 1.000 W4

149 * 1.200 D + 1.000 Lp - 1.000 W5

150 * 1.200 D + 1.000 Lp - 1.000 W6

151 * 1.200 D + 1.000 Lp - 1.000 W7

152 * 1.200 D + 1.000 Lp - 1.000 W8

153 * 1.200 D + 1.000 Lp - 1.000 W9

154 * 1.200 D + 1.000 Lp - 1.000 W10

155 * 1.200 D + 1.000 Lp - 1.000 W11

156 * 1.200 D + 1.000 Lp - 1.000 W12

157 * 1.200 D + 1.000 Ln + 1.000 W1

158 * 1.200 D + 1.000 Ln + 1.000 W2

159 * 1.200 D + 1.000 Ln + 1.000 W3

160 * 1.200 D + 1.000 Ln + 1.000 W4

161 * 1.200 D + 1.000 Ln + 1.000 W5

162 * 1.200 D + 1.000 Ln + 1.000 W6

163 * 1.200 D + 1.000 Ln + 1.000 W7

164 * 1.200 D + 1.000 Ln + 1.000 W8

165 * 1.200 D + 1.000 Ln + 1.000 W9

166 * 1.200 D + 1.000 Ln + 1.000 W10

167 * 1.200 D + 1.000 Ln + 1.000 W11

168 * 1.200 D + 1.000 Ln + 1.000 W12

169 * 1.200 D + 1.000 Ln - 1.000 W1

170 * 1.200 D + 1.000 Ln - 1.000 W2

171 * 1.200 D + 1.000 Ln - 1.000 W3

172 * 1.200 D + 1.000 Ln - 1.000 W4

173 * 1.200 D + 1.000 Ln - 1.000 W5

174 * 1.200 D + 1.000 Ln - 1.000 W6

175 * 1.200 D + 1.000 Ln - 1.000 W7

176 * 1.200 D + 1.000 Ln - 1.000 W8

177 * 1.200 D + 1.000 Ln - 1.000 W9

178 * 1.200 D + 1.000 Ln - 1.000 W10

179 * 1.200 D + 1.000 Ln - 1.000 W11

180 * 1.200 D + 1.000 Ln - 1.000 W12

181 * 1.200 D + 0.500 Sp + 1.000 W1

182 * 1.200 D + 0.500 Sp + 1.000 W2

183 * 1.200 D + 0.500 Sp + 1.000 W3

184 * 1.200 D + 0.500 Sp + 1.000 W4

185 * 1.200 D + 0.500 Sp + 1.000 W5

186 * 1.200 D + 0.500 Sp + 1.000 W6

187 * 1.200 D + 0.500 Sp + 1.000 W7

188 * 1.200 D + 0.500 Sp + 1.000 W8

189 * 1.200 D + 0.500 Sp + 1.000 W9

190 * 1.200 D + 0.500 Sp + 1.000 W10

191 * 1.200 D + 0.500 Sp + 1.000 W11

Page 5/9

DataBase: VA Augusta_Rev3_2022.07.26_Force wiith Frame at Future Expansion 07/27/22 18:57:45

192 * 1.200 D + 0.500 Sp + 1.000 W12

193 * 1.200 D + 0.500 Sp - 1.000 W1

194 * 1.200 D + 0.500 Sp - 1.000 W2

195 * 1.200 D + 0.500 Sp - 1.000 W3

196 * 1.200 D + 0.500 Sp - 1.000 W4

197 * 1.200 D + 0.500 Sp - 1.000 W5

198 * 1.200 D + 0.500 Sp - 1.000 W6

199 * 1.200 D + 0.500 Sp - 1.000 W7

200 * 1.200 D + 0.500 Sp - 1.000 W8

201 * 1.200 D + 0.500 Sp - 1.000 W9

202 * 1.200 D + 0.500 Sp - 1.000 W10

203 * 1.200 D + 0.500 Sp - 1.000 W11

204 * 1.200 D + 0.500 Sp - 1.000 W12

205 * 1.200 D + 0.500 Sn + 1.000 W1

206 * 1.200 D + 0.500 Sn + 1.000 W2

207 * 1.200 D + 0.500 Sn + 1.000 W3

208 * 1.200 D + 0.500 Sn + 1.000 W4

209 * 1.200 D + 0.500 Sn + 1.000 W5

210 * 1.200 D + 0.500 Sn + 1.000 W6

211 * 1.200 D + 0.500 Sn + 1.000 W7

212 * 1.200 D + 0.500 Sn + 1.000 W8

213 * 1.200 D + 0.500 Sn + 1.000 W9

214 * 1.200 D + 0.500 Sn + 1.000 W10

215 * 1.200 D + 0.500 Sn + 1.000 W11

216 * 1.200 D + 0.500 Sn + 1.000 W12

217 * 1.200 D + 0.500 Sn - 1.000 W1

218 * 1.200 D + 0.500 Sn - 1.000 W2

219 * 1.200 D + 0.500 Sn - 1.000 W3

220 * 1.200 D + 0.500 Sn - 1.000 W4

221 * 1.200 D + 0.500 Sn - 1.000 W5

222 * 1.200 D + 0.500 Sn - 1.000 W6

223 * 1.200 D + 0.500 Sn - 1.000 W7

224 * 1.200 D + 0.500 Sn - 1.000 W8

225 * 1.200 D + 0.500 Sn - 1.000 W9

226 * 1.200 D + 0.500 Sn - 1.000 W10

227 * 1.200 D + 0.500 Sn - 1.000 W11

228 * 1.200 D + 0.500 Sn - 1.000 W12

229 * 1.200 D + 1.000 W1

230 * 1.200 D + 1.000 W2

231 * 1.200 D + 1.000 W3

232 * 1.200 D + 1.000 W4

233 * 1.200 D + 1.000 W5

234 * 1.200 D + 1.000 W6

235 * 1.200 D + 1.000 W7

236 * 1.200 D + 1.000 W8

237 * 1.200 D + 1.000 W9

Page 6/9

DataBase: VA Augusta_Rev3_2022.07.26_Force wiith Frame at Future Expansion 07/27/22 18:57:45

238 * 1.200 D + 1.000 W10

239 * 1.200 D + 1.000 W11

240 * 1.200 D + 1.000 W12

241 * 1.200 D - 1.000 W1

242 * 1.200 D - 1.000 W2

243 * 1.200 D - 1.000 W3

244 * 1.200 D - 1.000 W4

245 * 1.200 D - 1.000 W5

246 * 1.200 D - 1.000 W6

247 * 1.200 D - 1.000 W7

248 * 1.200 D - 1.000 W8

249 * 1.200 D - 1.000 W9

250 * 1.200 D - 1.000 W10

251 * 1.200 D - 1.000 W11

252 * 1.200 D - 1.000 W12

253 * 0.900 D + 1.000 W1

254 * 0.900 D + 1.000 W2

255 * 0.900 D + 1.000 W3

256 * 0.900 D + 1.000 W4

257 * 0.900 D + 1.000 W5

258 * 0.900 D + 1.000 W6

259 * 0.900 D + 1.000 W7

260 * 0.900 D + 1.000 W8

261 * 0.900 D + 1.000 W9

262 * 0.900 D + 1.000 W10

263 * 0.900 D + 1.000 W11

264 * 0.900 D + 1.000 W12

265 * 0.900 D - 1.000 W1

266 * 0.900 D - 1.000 W2

267 * 0.900 D - 1.000 W3

268 * 0.900 D - 1.000 W4

269 * 0.900 D - 1.000 W5

270 * 0.900 D - 1.000 W6

271 * 0.900 D - 1.000 W7

272 * 0.900 D - 1.000 W8

273 * 0.900 D - 1.000 W9

274 * 0.900 D - 1.000 W10

275 * 0.900 D - 1.000 W11

276 * 0.900 D - 1.000 W12

277 * 1.254 D + 1.000 Lp + 0.700 Sp + 1.000 E1

278 * 1.254 D + 1.000 Lp + 0.700 Sp + 1.000 E2

279 * 1.254 D + 1.000 Lp + 0.700 Sp + 1.000 E3

280 * 1.254 D + 1.000 Lp + 0.700 Sp + 1.000 E4

281 * 1.254 D + 1.000 Lp + 0.700 Sp - 1.000 E1

282 * 1.254 D + 1.000 Lp + 0.700 Sp - 1.000 E2

283 * 1.254 D + 1.000 Lp + 0.700 Sp - 1.000 E3

Page 7/9

DataBase: VA Augusta_Rev3_2022.07.26_Force wiith Frame at Future Expansion 07/27/22 18:57:45

284 * 1.254 D + 1.000 Lp + 0.700 Sp - 1.000 E4

285 * 1.254 D + 1.000 Ln + 0.700 Sn + 1.000 E1

286 * 1.254 D + 1.000 Ln + 0.700 Sn + 1.000 E2

287 * 1.254 D + 1.000 Ln + 0.700 Sn + 1.000 E3

288 * 1.254 D + 1.000 Ln + 0.700 Sn + 1.000 E4

289 * 1.254 D + 1.000 Ln + 0.700 Sn - 1.000 E1

290 * 1.254 D + 1.000 Ln + 0.700 Sn - 1.000 E2

291 * 1.254 D + 1.000 Ln + 0.700 Sn - 1.000 E3

292 * 1.254 D + 1.000 Ln + 0.700 Sn - 1.000 E4

293 * 1.254 D + 1.000 Lp + 1.000 E1

294 * 1.254 D + 1.000 Lp + 1.000 E2

295 * 1.254 D + 1.000 Lp + 1.000 E3

296 * 1.254 D + 1.000 Lp + 1.000 E4

297 * 1.254 D + 1.000 Lp - 1.000 E1

298 * 1.254 D + 1.000 Lp - 1.000 E2

299 * 1.254 D + 1.000 Lp - 1.000 E3

300 * 1.254 D + 1.000 Lp - 1.000 E4

301 * 1.254 D + 1.000 Ln + 1.000 E1

302 * 1.254 D + 1.000 Ln + 1.000 E2

303 * 1.254 D + 1.000 Ln + 1.000 E3

304 * 1.254 D + 1.000 Ln + 1.000 E4

305 * 1.254 D + 1.000 Ln - 1.000 E1

306 * 1.254 D + 1.000 Ln - 1.000 E2

307 * 1.254 D + 1.000 Ln - 1.000 E3

308 * 1.254 D + 1.000 Ln - 1.000 E4

309 * 1.254 D + 0.700 Sp + 1.000 E1

310 * 1.254 D + 0.700 Sp + 1.000 E2

311 * 1.254 D + 0.700 Sp + 1.000 E3

312 * 1.254 D + 0.700 Sp + 1.000 E4

313 * 1.254 D + 0.700 Sp - 1.000 E1

314 * 1.254 D + 0.700 Sp - 1.000 E2

315 * 1.254 D + 0.700 Sp - 1.000 E3

316 * 1.254 D + 0.700 Sp - 1.000 E4

317 * 1.254 D + 0.700 Sn + 1.000 E1

318 * 1.254 D + 0.700 Sn + 1.000 E2

319 * 1.254 D + 0.700 Sn + 1.000 E3

320 * 1.254 D + 0.700 Sn + 1.000 E4

321 * 1.254 D + 0.700 Sn - 1.000 E1

322 * 1.254 D + 0.700 Sn - 1.000 E2

323 * 1.254 D + 0.700 Sn - 1.000 E3

324 * 1.254 D + 0.700 Sn - 1.000 E4

325 * 1.254 D + 1.000 E1

326 * 1.254 D + 1.000 E2

327 * 1.254 D + 1.000 E3

328 * 1.254 D + 1.000 E4

329 * 1.254 D - 1.000 E1

Page 8/9

DataBase: VA Augusta_Rev3_2022.07.26_Force wiith Frame at Future Expansion 07/27/22 18:57:45

330 * 1.254 D - 1.000 E2

331 * 1.254 D - 1.000 E3

332 * 1.254 D - 1.000 E4

333 * 0.846 D + 1.000 E1

334 * 0.846 D + 1.000 E2

335 *…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 2, 2023.