Tab 02 Joseph Weis Courthouse Design Narrative_Volume 2 2022 06 29.pdf

JOSEPH F. WEIS JR.

U.S. COURTHOUSE BACKFILL PROJECT

VOLUME 2: APPENDIX

75% SUBMISSION

JUNE 29, 2022

Joseph F. Weis Jr. U.S. Courthouse 75% CD Submission Design Narrative June 29, 2022

VOLUME 2 APPENDIX

UPDATED PROGRAMS

01 Program Summary 02 U.S. Marshals 03 Circuit Library 04 U.S. Bankruptcy Court Clerk Office 05 U.S. Bankruptcy Court Court Sets 06 U.S. Bankruptcy Court Court Chambers 07 U.S. District Court Sets 08 U.S. District Court Court Chambers 09 U.S. Attorney

USBC COURTROOM MOCKUP DRAWINGS (APR 27, 2022)

USDC COURTROOM MOCKUP DRAWINGS (JUN 22, 2022)

EXISTING BANKRUPTCY FURNITURE COORDINATION PLANS

EXISTING USBC FURNITURE INVENTORY (US STEEL BUILDING)

CALCULATIONS + CUTSHEETS

01 Structural Calculations 02 Mechanical Calculations 03 Mechanical Cut Sheets 04 Electrical Calculations 05 Plumbing Cut Sheets

Table of Contents

Vicky Yeh Rectangle

Vicky Yeh Snapshot

Program Summary

U.S. Marshals

Circuit Library

U.S. Bankruptcy Court Clerk Office

U.S. Bankruptcy Court Court Sets

U.S. Bankruptcy Court Court Chambers

U.S. District Court Sets h.

U.S. District Court Court Chambers

U.S. Attorney

Updated Programs

Rectangle

a. Program SummaryU.S. Bankruptcy Court Backfill Project at the Joseph Weis U.S. Courthouse Pittsburgh, PA

Space No. Component AB Code Unit NSF Circulation USF Unit NSF Circulation USF Unit NSF Circulation USF Unit NSF Circulation USF

1A District Court - Court Sets 1014 - - - 4,878 1.2048 5,877 4,147 1.4221 5,897 1B District Court - Judicial Chambers 1014 - - - 3,592 1.2048 4,328 3,541 1.5605 5,526.00

2A Bankruptcy Court - Court Sets 1014 6,970 1.2048 8,397 6,970 1.2048 8,397 5,086 1.1420 5,809 2,136 1.4077 3,007 2B Bankruptcy Court - Judicial Chambers 1014 4,698 1.2048 5,660 5,430 1.2048 6,542 2,652 1.2450 3,302 2,707 1.6395 4,438

3 Bankruptcy Clerk 1016 10,779 1.3360 14,401 9,113 1.3360 12,175 10,163 1.4275 14,508 4 Circuit Library 1037 7,080 1.0000 7,080 6,510 1.0000 6,510 6,658 1.0100 6,725 5 U.S. Marshals 1525 5,411 1.4736 7,974 2,654 1.3000 3,450 2,969 1.4600 4,335 6 U.S. Marshals Service Records Space 1525 950 1.0000 950 950 1.0000 950 1,014 1.0000 1,014 7 U.S. Attorney 1535 1,447 1.4000 2,027 1,447 1.4000 2,026

35,888 44,462 41,544 50,256 37,677 49,142 4,843 7,445

8 Corridor Alcove 10th Floor 645 1.0000 645 9 Mechanical 1st Floor Mezzanine 1,934 1.0000 1,934 9 Mechanical 1st Floor 1,902 1.0000 1,902

10 Mechanical 5th Floor 1,128 1.0000 1,128 11 Mechanical 10th Floor 5,149 1.0000 5,149

EXISTING TO REMAINACTUAL

Total NSF and USF

Space Program Summary Recommended Alternative 1 Revised Program (2017) (2021)

U.S. Bankruptcy Court Backfill Project at the Joseph Weis U.S. Courthouse Pittsburgh, PA

(2021) Sq. Ft.

Space No. Component Unit NSF Quan. NSF Comments Unit NSF Quan. NSF

Administrative Staff

Commander 0 0 0 Revision by USMS TF 0 0 0 Deputy Commander 0 0 0 0 0 0 Supervisor 120 1 120 Revision by USMS TF 87 1 87 Sexual Crimes Investigator 0 0 0 0 0 0 Administrative Officer 0 0 0 0 0 0 Deputy U.S. Marshal 0 0 0 Revision by USMS TF 0 0 0 USMS RFTF Personnel 48 6 288 Revision by USMS TF 48 8 384 USMS Contractor 0 0 0 0 0 0 Fed/State/Local Officer 48 10 480 Revision by USMS TF 48 10 480 Future Growth (10% Staff) 48 2 96 Revision by USMS TF 28 2 56 Sub-total 984 1007

Office Support

Hotel/Touchdown Area 0 0 0 0 0 0 Personnel Vestibule 80 1 80 Revision by USMS TF 76 1 76 Photocopy Kiosk 70 1 70 Revision by USMS TF 68 1 68 Work/File System/Mail Area 100 1 100 Revision by USMS TF 133 1 133 Computer/IT Room 100 1 100 Revision by USMS TF 207 1 207 Staff Toilet (Unisex) 100 1 100 Revision by USMS TF 51 1 51 Galley 100 1 100 Revision by USMS TF 295 1 295 Office Supplies 100 1 100 Revision by USMS TF 101 1 101 Office Supplies Secure 150 1 150 Revision by USMS TF 160 1 160 Conference Room - Focus Room 100 1 100 Revision by USMS TF 96 1 96 Resource/Training Classroom 500 1 500 Revision by USMS TF 464 1 464 Reception 0 0 0 Revision by USMS TF 0 0 0 Conference Room 0 0 0 Revision by USMS TF 0 0 0 Task Force Storage Room 0 0 0 Revision by USMS TF 0 0 0 Unused Suite/Rooms 0 0 0 Revision by USMS TF 0 0 0 Coat Closet 0 0 0 36 1 36 Briefing Area 0 0 0 Revision by USMS TF 0 0 0 USMS's File Room 0 0 0 Revision by USMS TF 0 0 0 Locker Room 0 0 0 Revision by USMS TF 0 0 0 Weapons Vault 0 0 0 0 0 0 Bunk Room 0 0 0 0 0 0 Sub-total 1,400 1,687

Tactical Area - Operations

Tactical Equipment Storage 150 1 150 Revision by USMS TF. Publication 64 - C16 153 1 153

Secure Storage Room 120 1 120 Revision by USMS TF. Publication 64 - C18 122 1 122

Sub-total 270 275 Sub-total 2,654 2,969 Total Net Square Feet 2,654 2,969 x Circulation Factor 1.3 1.46 Total Usable Square Feet 3,450 4,335 U.S. Marshals Service Records Space

Record Storage Room 950 1 950 across public corridor from Fugitive Task Force 1014 1 1014

Subtotal 950 1014

Total Net Square Feet 950 1,014 x Circulation Factor 1.0 1.5 Total Usable Square Feet 4,400 5,349

ActualU.S. Marshals Service - Task Force Revised Program

b. U.S. Marshals

c. Circuit Library

d. U.S. Bankruptcy Court Clerk Office

e. U.S. Bankruptcy Court Court SetsU.S. Bankruptcy Court Backfill Project at the Joseph Weis U.S. Courthouse Pittsburgh, PA

(2021)

Space No. Component AB Code Encl. Unit NSF Quan. NSF Comments Unit NSF Quan. NSF Unit NSF Quan. NSF

Courtroom

1.01 Courtroom-10th Floor 1044 E 1800 1 1800 exact area to be determined in concept phase 1766 1 1766 0

1.02 Courtroom-10th Floor 1044 E 1800 1 1800 exact area to be determined in concept phase 0 0 0 1936 1 1936

1.03 Soundlock - 10th 1044 E 80 1 80 226 1 226 0 0 0

1.04 Soundlock - 10th 1044 E 80 1 80 0 0 0 157 1 157

1.05 Attorney/Witness Room - 10th 1044 E 150 1 150 170 1 170 0 0 0

1.06 Attorney/Witness Room - 10th 1044 E 150 1 150 173 1 173 0 0 0

1.07 Attorney/Witness Room - 10th 1044 E 150 1 150 179 1 179 0 0 0

1.08 Attorney/Witness Room - 10th 1044 E 150 1 150 172 1 172 0 0 0

1.09 Public Waiting Area-10th 1044 E 400 1 400 318 1 318 0 0 0

1.10 Public Waiting Area-10th 1044 E 400 1 400 316 1 316 0 0 0

1.10.1 Public Alcove Area - 10th 1044 E 0 1 0 520 1 520

Sub-total 5160 3840 2093

Ancillary Facilities

1.11 Staff Toilets - 10th 1044 E 50 2 100

toilets distributed equally with courtroom locations on 5th and 10th floors

36 2 72 0 2 0

1.12 Staff Toilets - 10th 1044 E 50 2 100 one toilet for Robing Room 48 2 96 0 2 0

1.13 Shared Work Room 1044 E 100 0 0 0 0 0 0 0 0

1.14 Equipment Storage - 10th Floor 1044 E 100 1 100 0 0 0 0 1 0

1.15 Equipment Storage - 10 Floor 1044 E 100 1 100 0 0 0 0 1 0

1.16 Exhibit Storage - 10th Floor 1044 E 50 0 0

storage distributed with courtroom location 54 1 54 0 0 0

1.17 Exhibit Storage - 10th Floor 1044 E 50 1 50

storage distributed with courtroom location 0 0 0 0 1 0

1.18 Public Attorney Closet - 10th 1044 E 20 1 20

closet distributed with courtroom location 0 0 0 0 1 0

1.19 Public Attorney Closet - 10th 1044 E 20 1 20 0 0 0 0 1 0

1.20 A/V Room -10th 1044 E 120 1 120 72 1 72 0 1 0

1.21 A/V Room -10th 1044 E 120 1 120 147 1 147 0 1 0

1.22 Robing Room 1044 E 180 1 180 Robing rooms provided on 10th floor since judge's chambers are on 5th floor 21 1 21 0 1 0

Sub-total 910 462 0

Court Recorder/Transcriber Suite

1.23 Court Reporter/Recorder Office 1044 E 150 1 150 141 1 141

1.24 Court Reporter/Recorder Office 1044 E 150 1 150 143 1 143

1.25 Court Reporter/Recorder Office 1044 E 150 1 150 151 1 151

1.26 Court Reporter Shared Workrm 1044 E 300 1 300 to be reviewed during design as 3 separate rooms 267 1 267

1.27 Transcriber Work Station 1044 E 0 0 0 not requested by Clerk 0 0 0

1.28 Court Reporter Storage 1044 E 50 1 50 23 1 23

1.29 Court Reporter Storage 1044 E 50 1 50 21 1 21

1.30 Court Reporter Storage 1044 E 50 1 50 38 1 38

Sub-total 900 784 0

Total Net Square Feet 6,970 5,086 2,093 x Circulation Factor 1.2048 1.23279591 1.4077 Total Usable Square Feet 8,397 6,270 3,007

EXISTING TO REMAINU.S. Bankrutpcy Court-Court Sets ACTUAL (NEW)Revised Program

f. U.S. Bankruptcy Court Court Chambers

g. U.S. District Court Court SetsU.S. Bankruptcy Court Backfill Project at the Joseph Weis U.S. Courthouse Pittsburgh, PA

Space No. Component

AB

Code Encl. Unit NSF Quan. NSF Comments Unit NSF Quan. NSF

Courtroom 1044 E 2400 1 2400 1551 1 1551 Soundlock 1044 E 80 1 80 47 1 47 Attorney/Witness Room 1044 E 150 1 150 154 1 154 Attorney/Witness Room 1044 E 150 1 150 155 1 155 Public Waiting Area 1044 E 400 1 400 398 1 398 A/V Room 1044 E 120 1 120 136 1 136 Storage 1044 E 100 1 100 134 1 133 Pedistrian Sally Port 1044 E 150 1 150 124 1 124

Sub-total 3550 2698

Ancillary Facilities

Robing Room 1044 E 200 1 200 for Magistrates located on another floor 103 1 103 Staff Toilets 1044 E 0 0 0 55 2 110 Security Closet 1044 E 100 1 100 84 1 84 Equipment Storage Room 1044 E 100 1 100 147 1 147 Communication Room 1044 E 350 1 350 264 1 264 Exhibits Display 1044 E 50 1 50 located within courtroom 0 0 0

Sub-total 800 708

Trial Jury Suite

Trial Jury Suite Soundlock Entry 1044 E 50 1 50 30 1 30 Juror's Toilets 1044 E 56 2 112 46 2 92 Trial Jury Suite Coat Closet 1044 E 20 1 20 combined with storage 0 1 0 Trial Jury Room 1044 E 350 1 350 278 1 278 Trial Jury Suite Service Unit 1044 E 20 1 20 located in Jury Room 0 1 0 Sworn Jury Custodian Station 1044 E 48 1 48 35 1 35 Video Equipment Closet 1044 E 10 1 10 0 1 0

Sub-total 610 435

Court Reporter/Transcriber Suite Court Reporter/Recorder Office 1044 E 150 1 150 157 1 157 Court Reporter/Recorder Storage 1044 E 50 1 50 74 1 74

Transcriber/Typist Workstation 1044 E 48 1 48 75 1 75 Sub-total 248 306

Total Net Square Feet 5,208 4147 x Circulation Factor 1.2048 1.422 Total Usable Square Feet 6,275 6205

Actual

Guide for District Court Judges

U.S. District Court Sets U.S. Courts Design Guide

h. U.S. District Court Court Chambers

i. U.S. Attorney Offices

USBC Courtroom Mockup Drawings (April 27, 2022)

UP

UP

G

A10.1

CONTINUE EXIST. MASONRY

WALL TO UNDERSIDE OF

DECK AND SEAL

EQ EQ

BANKRUPTCY

COURTROOM

A1010

EXHBIT

STORAGE

A1005

MECH. ROOM

A1007

AUDIO/VIDEO

A1008

SOUND LOCK

A1013

ATTORNEY

WITNESS

A1011

COURT ROOM

WAITING

A1014

ROBE CLOS.

A1004

A1010B

A

A

A1011

A1012

A1013

TOILET

A1015

ATTORNEY |

WITNESS

A1012

A1004

A1007

1208 SF

CORRIDOR

TOILET

A1009

A514

A523

UP

7' - 0" 7' - 0"

DECORATIVE ONE

TOP RAIL HANDRAIL

NEW FALSE

CLERESTORY

WINDOWS

NEW

CLERESTORY

WINDOWS

STORAGE CABINETS - EXTENT AND

LAYOUT TO ACCOMODATE AV

STORAGE. CABINETS TO STOP

BELOW CLERESTORY WINDOWS

STORAGE CABINETS - EXTENT

AND LAYOUT TO ACCOMODATE

EXHIBIT STORAGE. CABINETS

TO STOP BELOW CLERESTORY

WINDOWS

A

C

A2

A5

A2

A3

A3

A2

Mock-Up Comments/Notes:

01 Raise Judge's platform from 12" to 18", add additional step & make platform wider.

02 Per GSA & Courts, Judge's ABA lift/ramp not needed, but Judge's platform will be adaptable for future.

03 Move door up closer to Judge's entry.

04 Remove walls and provide storage shelving for Exhibit Storage & Audio/Video room at corridor, and provide diffused light into courtroom thru clerestory windows.

05 6" height increase to Judge's front wall.

06 Raise side walls 3".

07 Adjust location and size of lectern for optimal site lines along w/ attorney tables.

08 Adjust location of toilet room to not be on courtroom wall.

09 Witness stand platform to large, decrease but make sure witness is still parallel or in front of the judge.

10 Existing storm water line to be raised for new construction ceiling bulkhead. Push witness ramp to the right to accommodate existing baseboard heating and provide new furred out wall.

11 Provide supports at both walls to support large flat screen and adjustable bracket.

12 ABA ramp does not required a handrail but is preferred to provide a decorative handrail.

13 Provide shelving/drawers and counter at Judge's bench.

14 Decrease size of desk for court reporter and clerk and provide drawer and shelfs below counter

15 Provide monitor well and decrease counter from 24" to 18".

(with comments from Site Visit April 05, 2022)

View at Judge's Platform View from Judge's Platform towards audience View from witness stand View from back corridor of courtroom

USBC - Mockup Comments and Revised Layout

LEVEL 10 REVISED BANKRUPTCY COURTROOM

UP

UP

G

A10.1

CONTINUE EXIST. MASONRY

WALL TO UNDERSIDE OF

DECK AND SEAL

EQ EQ

BANKRUPTCY

COURTROOM

A1010

EXHBIT

STORAGE

A1005

MECH. ROOM

A1007

AUDIO/VIDEO

A1008

SOUND LOCK

A1013

ATTORNEY

WITNESS

A1011

COURT ROOM

WAITING

A1014

ROBE CLOS.

A1004

A1010B

A

A

A1011

A1012

A1013

TOILET

A1015

ATTORNEY |

WITNESS

A1012

A1004

A1007

1208 SF

CORRIDOR

TOILET

A1009

A514

A523

UP

7' - 0" 7' - 0"

DECORATIVE ONE

TOP RAIL HANDRAIL

NEW FALSE

CLERESTORY

WINDOWS

NEW

CLERESTORY

WINDOWS

STORAGE CABINETS - EXTENT AND

LAYOUT TO ACCOMODATEE AV

STORAGE. CABINETS TO STOP

BELOW CLERESTORY WINDOWS

STORAGE CABINETS - EXTENT AND

LAYOUT TO ACCOMODATE EXHIBIT

STORAGE. CABINETS TO STOP

BELOW CLERESTORY WINDOWS

A

C

A2

A5

A2

A3

A3

A2

USDC Courtroom Mockup Drawings (June 22, 2022)

MOCK-UP GENERAL NOTES

A. THE CONTRACTOR WILL CONTRUCT TEMPORARY FULL SCALE

MOCK-UPS OF THE BANKRUPTCY AND US DISTRICT COURT

ROOMS. CONSTRUCTION SHALL OCCUR DURING OVERNIGHT

AND NOT DISRUPT DAILY COURT ACITIVIES BETWEEN THE TIME

OF 6:00PM TO 5:00AM.

B. THE BANKRUPTCY COURTROOM WILL BE CONSTRUCTED FIRST

AND AFTER SUFFICIENT TIME FOR REVIEW OF ALL INCLUDING

JUDGES WILL IT BE TAKEN DOWN AND THEN THE USDC

COURTROOM WILL BE BUILT.

C. THE MOCK-UPS WILL BE CONTRUCTED OF ECONOMICAL NON-

COMBUSTIBLE MATERIALS SUCH AS PLYWOOD (NO

COMBUSTIBLE MATERIALS SHALL BE USED). WALLS OF THE

MOCK-UP SHALL BE CONTRUCTED TO FULL HEIGHT OF THE

PROPOSED DESIGN AND ARE REPRESENTED AT SOLID POCHE.

THE MOCK-UP WILL BE REVIEWED FOR SIGHTLINES, ABAAS

COMPLIANCE, USCDG STANDARDS AND OPERATIONAL

REQUIREMENTS OF THE COURT. THE FOLLOWING ELEMENTS

ARE TO BE INCLUDED IN THE MOCK-UP: 1) JUDGE'S BENCH

(INCLUDING AN ELEMENT THAT DEPICTS THE USDC

COURTROOM CEILING HEIGHT AT THE JUDGES BENCH AREA),

2) WITNESS BOX, 3) LAW CLERKS STATION, 4) COURT

REPORTER/DEPUTY STATION, 5) LECTERN, 6) PUBLIC

DEFENDER SEATING AREA, 7) JURY BOX (AND SHALL INCLUDE

SELECTED JURY BOX CHAIRS), 8) ATTORNEYS TABLES. 9)

ACCESS DOORWAYS CAN BE PAINTED OR TAPED TO

REPRESENT DOORS 10) FOLDING CHAIRS CAN BE USED FOR

THE SPECTATOR SEATING AS WELL AS A ROPE WITH

STANTIONS FOR SPECTATOR RAIL. ADDITIONAL ELEMENTS MAY

BE REQUIRED ON THE OVERALL DESIGN. EACH MOCK-UP WILL

BE BUILT IN A TIMELY MATTER (1-2 WEEKS) SUCH THAN ANY

CHANGES REQUIRED DUE TO THE MOCK-UP REVIEW CAN BE

INTEGRATED INTO THE FINAL DESIGN WITHOUT COST OR

SCHEDULE IMPACT. AT A MINIMUM, A CARPENTER SUPERVISOR

AND 2 CARPENTERS WILL BE ON HAND TO MAKE CHANGES FOR

FINAL MOCK-UP REVIEW. BOTH MOCK-UPS SHALL BE

CONTRUCTED ON THE 10TH FLOOR OF THE WEIS BUILDING.

D. BUILDING MAINTENANCE OR GSA TO PROVIDE FOLDING CHAIRS

AND TEMPORARY MONITORS AT JUDGES WELL.

E. CONTRACTOR TO PROVIDE TEMPORARY (2) ADDITIONAL

STANDUP LIGHTS AT THE USDC COURTROOM.

F. CARPENTER IS RESPONSIBLE FOR SECURING TEMPORARY

WALLS EITHER W/ KICKERS OR ABOVE STRUCTURE

ATTACHMENTS. ALL MOCK-UPS TO BE REMOVED AND THE

SPACE RETURNED BACK TO ORGINAL CONDITION.

T

U

V

3 4 5

A10.1 6

COURT ROOM

A537

ROBING ROOM

| JUDGES

LOUNGE

A539

PEDESTRIAN

SALLYPORT

A538

E

LE

V

#3

SOUND LOCK

A535

COURT REP

STORAGE

A536

4' - 6" 4' - 6"

1'-3"

6" 1'-0"0" 3' - 3"2' - 8"

/2

UPUP

UP

6"

0"

7' - 0" 2' - 0" 2' - 0" 7' - 0" 3' - 2"

FLOOR NO.

DESCRIPTIONDATEMARK

G

RA

P H

IC

S C

AL

E

P R O J E C T

D R A W

IN

G

SUBMISSION

SUB. DATE

GSA

PROJECT NO.

DATE DRAFTED:DRAWN BY

CHECKED BY

FILE NAME

DRAWING TITLE

DRAWING NO.

SEQUENCESHEET TYPEDISCIPLINE

OF

SHEET SIZE:

GENERAL SERVICES ADMINISTRATION

R E V

IS

IO

N

N O T E S

K E Y

P L A N

C E R T

IF

IC

A T

IO

N S

05/24/22

31-21101-00

GSA PUBLIC BUILDING SERVICE

MID-ATLANTIC REGION 3

100 S.INDEPENDENCE MALL WEST

PHILADELPHIA, PA 19106

SHEET OF

30 X 42

XXX

TBD

PROJECT

FACILITY CODEB

U

IL

D

IN

G

TITLE

PROJECT

DESCRIPTION

U.S. BANKRUPTCY COURT CONSOLIDATION

(BACKFILL) PITTSBURGH, PA.

XXXX

U.S. BANKRUPTCY COURT CONSOLIDATION

(BACKFILL) PITTSBURGH, PA.

CONS. WORK

A/E TASK NO.

CONSTR. CON.

C O N T R A C T O R S

A/E CON. NO.

CONS. CONTR.

PRIME A/E

SUB A/E

NAME

STREET

CITY/ST./ZIP

JOSEPH F. WEIS JR. FEDERAL COURTHOUSE

700 GRANT STREET

PITTSBURGH, PA. 15219

DLR GROUP

TBD

GS-00-P-16-BQ-D-7003

47PD0121F0008

DESIGN DEVELOPMENT

A1.00

USDC COURTROOM MOCK-UP

SCALE: 1/4" = 1'-0"A1.00

1 LEVEL 10 US DISTRIC COURTROOM MOCKUP DRAWING

AREA OF WORK

Key Plan

F.

CEILING HEIGHT 9'-0"

CEILING

HEIGHT 8'-0"

CEILING

HEIGHT 8'-0"

CEILING

EDGE

/2

PROVIDE TAUGHT STRING OR YARN AT 6" O.C. TO

REPLICATE CEILING PLANES AND NOT TO INTERFERE

W/ EXISTING SPRINKLER HEAD COVERAGE

CONTRACTOR TO TIE BACK STRINGS TO TEMPORARY

WALLS AND PROVIDE SUPPORT FOR WALLS TO NOT

PULL IN

SCALE: 1/4" = 1'-0"A1.0

LEVEL 10 US DISTRICT COURTROOM MO

SCALE: 1/2" = 1'-0"A1.0

3 CEILING DETAIL AT JUDGE'S AREA

01 01

01 01

10 10

14 14

2' -2

4'

-1 0"

17 17

19 19

19 19

19 19

19 19

01 01

01 01

10 10

14 14

2' -2

4'

-1 0"

17 17

19 19

19 19

19 19

19 19

Maximum Allowable Ceiling Height 8'-0"

Height at 1st Juror Row 0'-6", one 6" step.

Height at 2nd Juror Row 1'-0", two 6" step.

ABA Ramp required

Mock-Up Comments/Notes:

01 Attorney tables to be 7'-0" long and should not be staggered.

02 Attorney tables to start 9'-5" off the Judges clerks table.

03 Clerks table should have 3 seats/chairs (2 clerks + 1 court reporter. Court report seat should be closest to the witness box.

04 Witness box - eliminate step. Same finish floor elevation as courtroom.

05 TV monitor should be located in jury box and on pilaster for spectators

06 Total of 3 USMS chairs 07 Allow for monitor on counter at witness box, add grommet in center of countertop at edge.

08 Add additional step up to Judge's bench - total of three (3) risers @ 5.33" each.

09 Include lift to Judge's bench in base bid 10 Adjust / shorten wing wall (plan east and west). The extra length can be added to the Judges bench. West wing wall space dedicated to attorney's side bar.

Eliminate counter in wing wall

11 Provide in floor core drill/power for podium (2 locations) 12 Shift jury box plan south wall towards the north - for better visual access from

Judge to Jury.

13 Jury box - HC dedicated seat area should be plan south, closer to the door.

14 Jury box - first row should be at 6"; 2nd row should be at 1'.

15 First seat in Jury box - plan south; should be 5'-0" away from plan south wall for

Judge's visual access to witness.

16 Review/adjust depth of monitor well at Judges bench.

17 Provide drawers at Judges bench below counter top

18 Height of counter top edge at Judge's bench should be 4" tall.

19 Attorney tables should have modesty panel.

20 Ceiling height above the Judge's bench to be approximately 8'-0" 21 One jury seat can be eliminated.

SECTION

S E

C T

IO

NMaximum Judge's Platform Height 1'-4" above finish floor. Three 5.33" steps.

Maintain Minimum Code Ceiling Height of 6'-8"

(2018 IBC 1003.3.1)

T

U

V

3 4 5

A10.1D 2

COURT ROOM

A537

ROBING ROOM

| JUDGES

LOUNGE

A539

PEDESTRIAN

SALLYPORT

A538

E

LE

V

#3

SOUND LOCK

A535

COURT REP

STORAGE

A536

4' - 6" 4' - 6"

1'-4"

6" 1'-0"0" 3' - 3"2' - 8"

/2

UPUP

UP

6"

0"

7' - 0" 2' - 0" 2' - 0" 7' - 0" 3' - 2"

GATE

UP

REMOVABLE

STAIR

10.66" 5.33" 0"

6' - 4"6' - 4"

HYDRAULIC

LIFT

Existing Bankruptcy Furniture Plans

UP

REF.

UP

MECHANICAL

A1001

EXPANDED

MECHANICAL

A1003

EXIST.

TELECOM

A1048

EXIST.

ELECTRICAL

A1047

SHARED

WORKROOM

A1046

COURT

REPORTER

A1044

COURT

REPORTER

A1042

STORAGE

A1040

JUDGE DELLER

A1021VEST

A1019

TOILET

A1020

LAW CLERK A

A1018

LAW CLERK A

A1017

CONFERENCE

ROOM |

REFERENCE

ROOM

A1016

CORRIDOR

A1022

A/V

A1031

CORRIDOR

A1028

COURTROOM

DEPUTY A

A1038

COURTROOM

DEPUTY A

A1039

COURTROOM

DEPUTY A

A1037

TOILET

A1015

BANKRUPTCY

COURTROOM

A1010

EXHBIT

STORAGE

A1005

MECH. ROOM

A1007

AUDIO/VIDEO

A1008

ATTORNEY |

WITNESS

A1012

SOUND LOCK

A1013

ATTORNEY

WITNESS

A1011

COURT ROOM

WAITING

A1014

COURTROOM

WAITING

A1024

EXIST. SOUND

LOCK

A1025

COURT

REPORTER

A1041

STORAGE

A1045

STORAGE

A1049

VESTIBULE

A1043

ATTORNEY |

WITNESS

A1034B

ATTORNEY |

WITNESS

A1034B

TOILET

A1029

TOILET

A1030

EXISTING

COURTROOM

A1026

ROBE CLOS.

A1004

EXISTING

MECHANICAL

A1027

VACANT AREA

A1035

VESTIBULE

A1036

WOMEN

TOILET

STACK

ELEV.

#3

ELEV.

#4

ELEV.

#1

ELEV.

#2

CUST. FREIGHT

ELEV.

STAIR 1

STACK

TOILET

A1009

CORRIDOR

A1006

MAIN

CORRIDOR

A1032

SOUND VEST.

A1033

13' - 6" 13' - 6"

13' - 6"

13' - 6" 13' - 6"

13' - 6"

12' - 0"

12' - 0"

12' - 0"

12' - 0"

D-13 D-14D-15

D-2

D-16

D-17

T-7

T-8

T-9

T-18 T-18

T-23

T-24

T-25

T-29

CH-6

CH-7

CH-21CH-21

CH-6

CH-27

CH-29

S-3

SH-4SH-4SH-4 SH-5 SH-6

SH-11

SH-11

SH-11

F-8

F-12 F-12 F-12

F-13CR-3 CR-4

CR-5

RUG-1

CR-12

CR-12 CR-12

10TH FLOOR AREA A

FURNITURE PLAN_WITH TAGS

UP

REF.

UP

MECHANICAL

A1001

EXPANDED

MECHANICAL

A1003

EXIST.

TELECOM

A1048

EXIST.

ELECTRICAL

A1047

SHARED

WORKROOM

A1046

COURT

REPORTER

A1044

COURT

REPORTER

A1042

STORAGE

A1040

JUDGE DELLER

A1021VEST

A1019

TOILET

A1020LAW CLERK A

A1018

LAW CLERK A

A1017

CONFERENCE

ROOM |

REFERENCE

ROOM

A1016

CORRIDOR

A1022

A/V

A1031

CORRIDOR

A1028

COURTROOM

DEPUTY A

A1038

COURTROOM

DEPUTY A

A1039

COURTROOM

DEPUTY A

A1037

TOILET

A1015

BANKRUPTCY

COURTROOM

A1010

EXHBIT

STORAGE

A1005

MECH. ROOM

A1007

AUDIO/VIDEO

A1008

ATTORNEY |

WITNESS

A1012

SOUND LOCK

A1013

ATTORNEY

WITNESS

A1011

COURT ROOM

WAITING

A1014

COURTROOM

WAITING

A1024

EXIST. SOUND

LOCK

A1025

COURT

REPORTER

A1041

STORAGE

A1045

STORAGE

A1049

VESTIBULE

A1043

ATTORNEY |

WITNESS

A1034B

ATTORNEY |

WITNESS

A1034B

TOILET

A1029

TOILET

A1030

EXISTING

COURTROOM

A1026

ROBE CLOS.

A1004

EXISTING

MECHANICAL

A1027

VACANT AREA

A1035

VESTIBULE

A1036

WOMEN

TOILET

STACK

ELEV.

#3

ELEV.

#4

ELEV.

#1

ELEV.

#2

CUST. FREIGHT

ELEV.

STAIR 1

STACK

TOILET

A1009

CORRIDOR

A1006

MAIN

CORRIDOR

A1032

SOUND VEST.

A1033

13' - 6" 13' - 6"

13' - 6"

13' - 6" 13' - 6"

13' - 6"

12' - 0"

12' - 0"

12' - 0"

12' - 0"

D-13 D-14D-15

D-2

D-16

D-17

T-7

T-8

T-9

T-18 T-18

T-23

T-24

T-25

T-29

CH-6

CH-7

CH-21

CH-21

CH-6

CH-27

CH-29

S-3

SH-4SH-4SH-4 SH-5 SH-6

SH-11

SH-11

SH-11

F-8

F-12

F-12 F-12

F-13CR-3 CR-4

CR-5

RUG-1

CR-12

CR-12

CR-12

UP

REF.

UP

MECHANICAL

A1001

EXPANDED

MECHANICAL

A1003

EXIST.

TELECOM

A1048

EXIST.

ELECTRICAL

A1047

SHARED

WORKROOM

A1046

COURT

REPORTER

A1044

COURT

REPORTER

A1042

STORAGE

A1040

JUDGE DELLER

A1021VEST

A1019

TOILET

A1020LAW CLERK A

A1018

LAW CLERK A

A1017

CONFERENCE

ROOM |

REFERENCE

ROOM

A1016

CORRIDOR

A1022

A/V

A1031

CORRIDOR

A1028

COURTROOM

DEPUTY A

A1038

COURTROOM

DEPUTY A

A1039

COURTROOM

DEPUTY A

A1037

TOILET

A1015

BANKRUPTCY

COURTROOM

A1010

EXHBIT

STORAGE

A1005

MECH. ROOM

A1007

AUDIO/VIDEO

A1008

ATTORNEY |

WITNESS

A1012

SOUND LOCK

A1013

ATTORNEY

WITNESS

A1011

COURT ROOM

WAITING

A1014

COURTROOM

WAITING

A1024

EXIST. SOUND

LOCK

A1025

COURT

REPORTER

A1041

STORAGE

A1045

STORAGE

A1049

VESTIBULE

A1043

ATTORNEY |

WITNESS

A1034B

ATTORNEY |

WITNESS

A1034B

TOILET

A1029

TOILET

A1030

EXISTING

COURTROOM

A1026

ROBE CLOS.

A1004

EXISTING

MECHANICAL

A1027

VACANT AREA

A1035

VESTIBULE

A1036

WOMEN

TOILET

STACK

ELEV.

#3

ELEV.

#4

ELEV.

#1

ELEV.

#2

CUST. FREIGHT

ELEV.

STAIR 1

STACK

TOILET

A1009

CORRIDOR

A1006

MAIN

CORRIDOR

A1032

SOUND VEST.

A1033

13' - 6" 13' - 6"

13' - 6"

13' - 6" 13' - 6"

13' - 6"

12' - 0"

12' - 0"

12' - 0"

12' - 0"

D-13 D-14D-15

D-2

D-16

D-17

T-7

T-8

T-9

T-18 T-18

T-23

T-24

T-25

T-29

CH-6

CH-7

CH-21

CH-21

CH-6

CH-27

CH-29

S-3

SH-4SH-4SH-4 SH-5 SH-6

SH-11

SH-11

SH-11

F-8

F-12

F-12 F-12

F-13

CR-3

CR-4

CR-5

RUG-1

CR-12

CR-12 CR-12

Vicky Yeh Rectangle

JUDGE BOHM

A1062

TOILET

A1064

VESTIBULE

A1063

LAW CLERK B

A1061

GALLEY |

WORKROOM

A1060

CORRIDOR

A1058

LAW CLERK B

A1057

CONFERENCE

ROOM |

REFERENCE

ROOM

A1059

CORRIDOR

A1074

VESTIBULE

A1066

TOILET

A1067

JUDGE

TADDONIO

A1069

LAW CLERK C

A1071

LAW CLERK C

A1072

STORAGE

A1073

FILE | COPY

A1075

RECEPTION

A1076

MECHANICAL

A1055

ELECTRICAL

A1053

TELCOM

A1052

EQUIPMENT

STORAGE

A1051

CORRIDOR

A1028

CONFERENCE

ROOM |

REFERENCE

ROOM

A1050

CORRIDOR

A1070

COURTROOM

DEPUTY B

A1084

COURTROOM

DEPUTY B

A1083

COURTROOM

DEPUTY B

A1082

COURTROOM

DEPUTY C

A1080

COURTROOM

DEPUTY C

A1079

COURTROOM

DEPUTY C

A1078

VESTIBULE

A1081

COAT CLOSET

A1077

CORRIDOR

A1056

EXISTING

MECHANICAL

A1065

CLOSET

A1054

STOR.

A1081B

D-4 D-5

D-7

D-6

D-8 D-9

D-10D-11

D-12

D-18

D-27

D-29 D-26

D-28

D-19

D-20

D-20

D-21

D-21

D-22 D-23

D-24

D-25

T-10

T-11

T-12

T-13

T-17

T-16

T-31

CH-8

CH-9

CH-10

CH-11

CH-13

CH-14

CH-16

CH-17 CH-18

CH-19

CH-20CH-20

CH-20

CH-20 CH-20

CH-20

CH-8CH-8

CH-9

CH-11

CH-30

CH-31 CH-31

CH-32

CH-33

CH-33

CH-33

CH-33

CH-33

CH-34

CH-35

S-4

S-5

SH-7

SH-8

SH-8

SH-8

SH-12

SH-13

F-9 F-10

F-14

CR-6

CR-7

RUG-2

CR-8

CR-9 CR-10

CR-13

CH-35

CH-35CH-35

CH-35

CH-35

JUDGE BOHM

A1062

TOILET

A1064

VESTIBULE

A1063

LAW CLERK B

A1061

GALLEY |

WORKROOM

A1060

CORRIDOR

A1058

LAW CLERK B

A1057

CONFERENCE

ROOM |

REFERENCE

ROOM

A1059

CORRIDOR

A1074

VESTIBULE

A1066

TOILET

A1067

JUDGE

TADDONIO

A1069

LAW CLERK C

A1071

LAW CLERK C

A1072

STORAGE

A1073

FILE | COPY

A1075

RECEPTION

A1076

MECHANICAL

A1055

ELECTRICAL

A1053

TELCOM

A1052

EQUIPMENT

STORAGE

A1051

CORRIDOR

A1028

CONFERENCE

ROOM |

REFERENCE

ROOM

A1050

CORRIDOR

A1070

COURTROOM

DEPUTY B

A1084

COURTROOM

DEPUTY B

A1083

COURTROOM

DEPUTY B

A1082

COURTROOM

DEPUTY C

A1080

COURTROOM

DEPUTY C

A1079

COURTROOM

DEPUTY C

A1078

VESTIBULE

A1081

COAT CLOSET

A1077

CORRIDOR

A1056

EXISTING

MECHANICAL

A1065

CLOSET

A1054

STOR.

A1081B

D-4 D-5

D-7

D-6

D-8 D-9

D-10D-11

D-12

D-18

D-27

D-29 D-26

D-28

D-19

D-20

D-20

D-21

D-21

D-22 D-23

D-24

D-25

T-10

T-11

T-12

T-13

T-17

T-16

T-31

CH-8

CH-9

CH-10

CH-11

CH-13

CH-14

CH-16

CH-17 CH-18

CH-19

CH-20CH-20

CH-20

CH-20 CH-20

CH-20

CH-8CH-8

CH-9

CH-11

CH-30

CH-31 CH-31

CH-32

CH-33

CH-33

CH-33

CH-33

CH-33

CH-34

CH-35

S-4

S-5

SH-7

SH-8

SH-8

SH-8

SH-12

SH-13

F-9 F-10

F-14

CR-6

CR-7

RUG-2

CR-8

CR-9 CR-10

CR-13

CH-35

CH-35CH-35

CH-35

CH-35

10TH FLOOR AREA B

FURNITURE PLAN_WITH TAGS

JUDGE BOHM

A1062

TOILET

A1064

VESTIBULE

A1063

LAW CLERK B

A1061

GALLEY |

WORKROOM

A1060

CORRIDOR

A1058

LAW CLERK B

A1057

CONFERENCE

ROOM |

REFERENCE

ROOM

A1059

CORRIDOR

A1074

VESTIBULE

A1066

TOILET

A1067

JUDGE

TADDONIO

A1069

LAW CLERK C

A1071

LAW CLERK C

A1072

STORAGE

A1073

FILE | COPY

A1075

RECEPTION

A1076

MECHANICAL

A1055

ELECTRICAL

A1053

TELCOM

A1052

EQUIPMENT

STORAGE

A1051

CORRIDOR

A1028

CONFERENCE

ROOM |

REFERENCE

ROOM

A1050

CORRIDOR

A1070

COURTROOM

DEPUTY B

A1084

COURTROOM

DEPUTY B

A1083

COURTROOM

DEPUTY B

A1082

COURTROOM

DEPUTY C

A1080

COURTROOM

DEPUTY C

A1079

COURTROOM

DEPUTY C

A1078

VESTIBULE

A1081

COAT CLOSET

A1077

CORRIDOR

A1056

EXISTING

MECHANICAL

A1065

CLOSET

A1054

STOR.

A1081B

D-4

D-5

D-7 D-6

D-8 D-9

D-10 D-11

D-12

D-18

D-27

D-29 D-26

D-28

D-19

D-20

D-20

D-21

D-21

D-22

D-23 D-24

D-25

T-10

T-11

T-12

T-13

T-17

T-16

T-31

CH-8

CH-9

CH-10

CH-11

CH-13

CH-14

CH-16

CH-17 CH-18

CH-19

CH-20CH-20

CH-20

CH-20 CH-20

CH-20

CH-8

CH-8

CH-9

CH-11

CH-30

CH-31 CH-31

CH-32

CH-33

CH-33

CH-33

CH-33

CH-33

CH-34

CH-35

S-4

S-5

SH-7

SH-8

SH-8

SH-8

SH-12

SH-13

F-9 F-10

F-14

CR-6

CR-7

RUG-2

CR-8

CR-9 CR-10

CR-13

CH-35

CH-35CH-35

CH-35

CH-35

SH-12

Vicky Yeh Rectangle

Vicky Yeh Rectangle

REF.

ELECTRICAL

A146

COMM

A147

CORRIDOR

A141

CORRIDOR

A161

BREAK ROOM

A180

SUPPLIES |

STORAGE

A162

FINANCIAL

VAULT

A153

IT WORK

ROOM

A158

PROFESSIONAL

ADMIN AND

LINE

POSITIONS

A168

PROFESSIONAL

ADMIN AND

LINE

POSITIONS

A165

FINANCIAL

SAFE

A167

HR RECORDS

A166

ECR &

EQUIPMENT

STORAGE

A159

COAT CLOSET

A160

FIRST LINE

SUPERVISOR

A157

FIRST LINE

SUPERVISOR

A156

DEPUTY

CLERK

A171

DEPUTY

CLERK

A173

DEPUTY

CLERK

A174

DEPUTY

CLERK

A172

DEPUTY

CLERK

A175

DEPUTY

CLERK

A177

DEPUTY

CLERK

A178

DEPUTY

CLERK

A176

ACTIVE + TBS +

ECR STORAGE

A150

US TRUSTEE

A149

QUEING AREA

A148

PUBLIC

COUNTER

CLERK

A151

MAIL ROOM

A155

OPERATIONAL

ADMINISTRATIVE

SUPPORT

FIRST LINE

SUPERVISOR

A170

OPERATIONAL

ADMINISTRATIVE

SUPPORT

FIRST LINE

SUPERVISOR

A169

CONFERENCE

& TRAINING

ROOM

A154

COPY WORK

AREA

A179

TOILET

A139

HSD

A140

CORRIDOR

A142

EVIDENCE /

ADMIN FILES

A143

HUDDLE

SPACE

A144

CHIEF DEPUTY

CLERK

A145

TOILET

A164 TOILET

A163

SECURE

RECORD

STORAGE

A152

MANAGER

A133

MANAGER

A134

MANAGER

A135

MANAGER

A136

SENIOR

MANAGER

A137

CLERK OFFICE

A138

MANAGER

A132

JUNIOR

MANAGER

A131

CONC. INFIL TO

MATCH TOP OF

EXISTING

EXISTING FROSTED WINDOWS

no stop here change elev controls

NEW EXTERIOR WINDOWS

TO MATCH EXIST.

4'-0" WIDE x 9'-1" HIGH VIF

FREIGHT

ELEVATOR

FREIGHT

ELEVATOR

EXISTING

LOUVERS

INFIL DOOR OPENING

TO MATCH EXISTING

WALL CONDITIONS

S-2 T-3 T-5T-3

CH-4

CH-4

T-4

CR-1

T-1

D-1CH-1

S-1

S-2T-3 T-3 T-5

CH-4D-1

CH-4

T-4

1ST FLOOR AREA B

FURNITURE PLAN_WITH TAGS

Existing USBC Furniture Inventory (U.S. Steel Building)

US BANKRUPTCY COURT + CLERKS

JOSEPH F. WEIS FEDERAL COURTHOUSE BACKFILL PROJECT

EXISTING FURNITURE INVENTORY

STEEL BUILDING

UPDATED: 20 MAY 2022

PAWB UPDATED 6/2/2022

DESKS

D-1 D-2 D-3

D-4 D-5 D-6

[NO IMAGE] [NO IMAGE]

D-3 removed from Furniture Inventory as Desk was actually already identified as credenza.

D-7 D-8 D-9

D-10 D-11 D-12

D-13 D-14 D-15

D-16 D-17 D-18

D-19 D-20 D-21

D-22 D-23 D-24

D-25 D-26 D-27

D-28 D-29 D-30

AnneOlon Text Box

TABLES

T-1 T-2 T-3

T-4 T-5 T-6

REMOVED AS EXCESS PROPERTY

T-7 T-8 T-9

T-10 T-11 T-12

T-13 T-14 T-15

T-16 T-17 T-18

T-19 T-20 T-21

T-22 T-23 T-24

T-25 T-26 T-27

T-28 T-29 T-30

T-32T-31 T-33

T-34 T-35

AnneOlon Text Box

AnneOlon Text Box

CHAIRS

CH-1 CH-2 CH-3

CH-4

CH-5 CH-6

REMOVED AS EXCESS PROPERTY REMOVED AS EXCESS PROPERTY

CH-7 CH-8 CH-9

CH-10 CH-11 CH-12

CH-13 CH-14 CH-15

CH-16 CH-17 CH-18

CH-19 CH-20 CH-21

CH-22 CH-23 CH-24

CH-25 CH-26 CH-27

CH-28 CH-29 CH-30

CH-31 CH-32 CH-33

CH-34 CH-35 CH-36

SOFA

S-1 S-2 S-3

S-4 S-5 S-6

SOFA

S-7 S-8

BENCH

B-1 B-2 B-3

WORKSTATIONS

WS-1 WS-2

SHELF

SH-1 SH-2 SH-3

SH-4 SH-5 SH-6

SH-7 SH-8 SH-9

SH-10 SH-11 SH-12

SH-13 SH-14 SH-15

SH-16

FILES

F-1 F-2 F-3

F-4 F-5 F-6

F-7 F-8 F-9

F-10 F-11 F-12

F-13

[NO IMAGE]

F-14 F-15

F-16 F-17

MISCELLANEOUS

CR-1 CR-2 CR-3

CR-4 CR-5 CR-6

CR-7 CR-8 CR-9

CR-10 CR-11 CR-12

MB-1 RUG-1 RUG-2

CR-13 CR-14

AnneOlon Text Box

Calculations Structural Calculations

Mechanical Calculations

Mechanical Cut Sheets

Electrical Calculations

Electrical Cut Sheets

Plumbing Cut Sheets

Vicky Yeh Rectangle

Thornton Tomasetti Structural Engineering

Structural Calculations

Structural Calculations for

DESIGN DEVELOPMENT

Project

Weis Courthouse Pittsburgh, PA

Prepared For

Rachel Chung, AIA, NCARB

DLR Group

419 7TH Street NW, 2nd Floor

Washington, DC 20004

Prepared By

Jonathan Snow

Engineer

Kate Williamson, P.E.

Senior Project Engineer

Matt Romano, P.E.

Principal

Thornton Tomasetti Inc.

2001 K Street NW, Suite 600 North

Phone: 202.580.6300

March 14, 2022

Weis Courthouse – Structural Calculations TT Project #M21885.00

CALCULATION TABLE OF CONTENTS

3.00 Floor Load at Library Stacks

4.00 Concrete Slab Designs

4.01 Span length of 6 feet

4.02 Span length of 5 feet

5.00 Steel Framing Design

5.01 Steel Strength Calculation

5.02 Steel Beam Loads

5.03 Steel Beam Calculations

3page

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY

Do not remove this notice Properly destroy document when no longer needed

Joseph F. Weis Jr. US Courthouse Backfill Project, Pittsburgh, PA

Weis Concept Charrette, 1st Floor, May 21st, 2021

Circuit Library - Overall 1st Floor

ELECTRICAL

A687

COMM

A688

150 SF

SECURE

OFFICE

SUPPLY

A689

947 SF

INACTIVE

RECORD

STORAGE

A691

136 SF

BREAK |

GALLEY

A692

5252 SF

STACKS

A695

354 SF

LIBRARY

TECHNICIAN

A698

331 SF

MECHANICAL

A699

100 SF

OFFICE

SUPPLY

A700

1472 SF

MECHANICAL

A701

122 SF

PUBLIC CLERK

COUNTER

A702

242 SF

CLERK

A703

180 SF

MANAGER

A704

180 SF

MANAGER

A705

180 SF

MANAGER

A706

180 SF

MANAGER

A707

173 SF

FIRST LINE

SUPERVISOR

A709

189 SF

FIRST LINE

SUPERVISOR

A710

182 SF

CHEIF DEPUTY

CLERK

A711

180 SF

MANAGER

A712

180 SF

MANAGER

A713

45 SF

COAT CLOSET

A715

53 SF

TOILET

A717

571 SF

ACTIVE

RECORD

STORAGE

A718

190 SF

PROF ADMIN

LINE POSITION

A708

182 SF

PROF ADMIN

LINE POSITION

A719

131 SF

FINANCIAL

VAULT

A721

150 SF

EQUIPMENT

STORAGE

A722

824 SF

CONFERENCE

ROOM

A724

TBS

82 SF

ECR STORAGE

A726

CORRIDOR

US MARSHALS

CIRCUIT LIBRARY

CLERKS OFFICE

MECHANICAL

89 SF

TOILET

A731

142 SF

SUPERVISOR

OFFICE

A732

3273 SF

PERSONNEL

VESTIBULE

A733

464 SF

ARCHIVE

STORAGE

ROOM

A735

USMS RFTF

PERSONNEL

USMS RFTF

PERSONNEL

USMS RFTF

PERSONNEL

USMS RFTF

PERSONNEL

USMS RFTF

PERSONNEL

FED/STATE/

LOCAL

OFFICER

FED/STATE/

LOCAL

OFFICER

FED/STATE/

LOCAL

OFFICER

FED/STATE/

LOCAL

OFFICER

FED/STATE/

LOCAL

OFFICER

FED/STATE/

LOCAL

OFFICER

FED/STATE/

LOCAL

OFFICER

FED/STATE/

LOCAL

OFFICER

FED/STATE/

LOCAL

OFFICER

FED/STATE/

LOCAL

OFFICER

500 SF

CONF FOCUS

ROOM

A690

FUTURE

132 SF

SECURE

STORAGE

ROOM

A739

217 SF

TACTICAL

STORAGE

A738

FUTURE

PHOTOCOPY

KIOSK

150 SF

LIBRARY

DIRECTOR

A740

129 SF

BREAK ROOM

A694

255 SF

TRAINING

ROOM

A693

Redundant Room

RECEPTION

A727

QUIET STUDY AREA

GROUP

STUDY

AREA

984 SF

EXISTING MAIL

ROOM

A741

54 SF

TOILET

A742

639 SF

BULK

STORAGE

A743

50 SF

EXHIBIT

STORAGE

A744

45 SF

SAFE

A716

156 SF

WORK AREA

A720

332 SF

STAFF BREAK

ROOM

A746

96 SF

OPERATIONAL

+ ADMIN

SUPPORT

FIRST LINE

SUPERVISOR

A747

96 SF

OPERATIONAL

+ ADMIN

SUPPORT

FIRST LINE

SUPERVISOR

A748

DEPUTY CLERK

DEPUTY CLERK

DEPUTY CLERK

DEPUTY CLERK

DEPUTY CLERK

DEPUTY CLERK

DEPUTY CLERK

DEPUTY CLERK

245 SF

RECORDS

EXAM OPEN

AREA

A749

196 SF

QUEUING

AREA

A750

50 SF

US TRUSTEE

WORK AREA

A751

96 SF

EVIDENCE

VAULT

A752

SHARED

PRINTER

SHARED

PRINTER

SHARED

PRINTER

SHARED

PRINTER

SHARED

PRINTER

47 SF

SECURE

RECORD

STORAGE

A753

150 SF

SUPPLIES

A714

57 SF

HSD VAULT

A754

200 SF

COPY/WORK

AREA

A755

140 SF

HIGH VOLUME

COPIER AREA

A756

87 SF

LOW VOLUME

COPY AREA

A757

120 SF

MAIL WORK

AREA

A758

260 SF

IT WORK

ROOM

A759

180 SF

MANAGER

A760

147 SF

ARCHIVAL

STORAGE

A745

EXECUTIVE

SECRETARY

168 SF

IT STORAGE

A762

974 SF

US

MARSHALLS

RECORD

STORAGE

A764

OVERALL FLOORPLAN CIRCUIT LIBRARY

LIBRARY CODE LL = 150 PSF

EXISTING SLAB CAPACITY LL = 120 PSF

LIBRARY STACK LOADS:

7 SHELVES / STACK

(1' - 10") x 50 PCF X 7= 640 PLF AT SHELVES

1'-10" WIDTH FOR DOUBLE STACK AND 4'-0" SPACING

BTW LEAVES 15 PSF BTW STACKS

COMPARE ALLOWABLE LOADS ACROSS ONE STACK +

AISLE:

640 PLF + 4' AISLE * X PSF = 5.83' * 120 PSF

X = 15 PSF BTW STACKS, N.G.

COMPARE ULTIMATE LOADS ACROSS ONE STACK +

AISLE :

EXISTING CAPACITY :

5.83' X 120 * 1.6 = 1119 LB/FT

LIBRARY WEIGHT, ASSUME 50 PSF LL :

ASSUME STACKS ARE DEAD LOAD, AND USE 1.2 DL

FACTOR + 50 PSF LL BTW STACKS

641 * 1.2 + 50 * 4' * 1.6 = 1089 LB/FT

EXTENT OF REVIEW OF FRAMING

BELOW STACKS AT LEVEL 1

Licensee stated above acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the spBeam computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spBeam program. Although STRUCTUREPOINT has endeavored to produce spBeam error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spBeam program.Licensed to: Thornton Tomasetti - USA. License ID: 74156-1077390-4-2508B-23E05 spBeam v5.50 A Computer Program for Analysis, Design, and Investigation of

Reinforced Concrete Beams and One-way Slab Systems Copyright - 1988-2022, STRUCTUREPOINT, LLC.

All rights reserved

STRUCTUREPOINT - spBeam v5.50 Page | 2 Licensed to: Thornton Tomasetti - USA. License ID: 74156-1077390-4-2508B-23E05 3/9/2022 \\windows.thorntontomasetti.com\FileSys\_Restricte...\20210630 Level 1 slab single span 150 psf.slb 12:19 PM

Contents

1. Input Echo

1.1. General Information

1.2. Solve Options

1.3. Material Properties

1.3.1. Concrete: Slabs / Beams

1.3.2. Concrete: Columns

1.3.3. Reinforcing Steel

1.4. Reinforcement Database

1.5. Span Data

1.5.1. Slabs

1.6. Support Data

1.6.1. Columns

1.6.2. Boundary Conditions

1.7. Load Data

1.7.1. Load Cases and Combinations

1.7.2. Area Loads

1.8. Reinforcement Criteria

1.8.1. Slabs and Ribs

1.8.2. Beams

1.9. Reinforcing Bars

1.9.1. Top Bars

1.9.2. Bottom Bars

1.9.3. Transverse Reinforcement

2. Design Results

2.1. Flexural Capacity

2.2. Slab Shear Capacity

2.3. Material TakeOff

2.3.1. Reinforcement in the Direction of Analysis

3. Deflection Results: Summary

3.1. Section Properties

3.1.1. Frame Section Properties

3.1.2. Frame Effective Section Properties

3.2. Instantaneous Deflections

3.2.1. Extreme Instantaneous Frame Deflections and Corresponding Locations

3.3. Long-term Deflections

3.3.1. Long-term Deflection Factors

3.3.2. Extreme Long-term Frame Deflections and Corresponding Locations

4. Diagrams

4.1. Loads

4.2. Internal Forces

4.3. Moment Capacity

4.4. Shear Capacity

4.5. Deflection

4.6. Reinforcement

STRUCTUREPOINT - spBeam v5.50 Page | 3

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1. Input Echo

1.1. General Information

File Name ...\20210630 Level 1 slab single span 150 psf.slb

Project

Frame

Engineer

Code ACI 318-14

Reinforcement Database

ASTM A615

Mode Investigation

Number of supports = 2

Floor System One-Way/Beam

1.2. Solve Options

Live load pattern ratio = 100%

Deflections are based on cracked section properties.

In negative moment regions, Ig and Mcr DO NOT include flange/slab contribution (if available)

Long-term deflections are calculated for load duration of 60 months.

0% of live load is sustained.

Compression reinforcement calculations NOT selected.

Default incremental rebar design selected.

Moment redistribution NOT selected.

Effective flange width calculations selected.

Rigid beam-column joint NOT selected.

Torsion analysis and design NOT selected.

1.3. Material Properties

1.3.1. Concrete: Slabs / Beams

wc 150 lb/ft3 f'c 2.5 ksi

Ec 3031.2 ksi fr 0.375 ksi

1.3.2. Concrete: Columns

wc 150 lb/ft3 f'c 2.5 ksi

Ec 3031.2 ksi fr 0.375 ksi

1.3.3. Reinforcing Steel

fy 33.6 ksi fyt 33.6 ksi

Es 29000 ksi

Epoxy coated bars No

ASSUMPTIONS MADE.

CONCRETE PROPERTIES

TO BE CONFIRMED THRU

INVESTIGATION

STRUCTUREPOINT - spBeam v5.50 Page | 4

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1.4. Reinforcement Database

Size Db Ab Wb Size Db Ab Wb in in2 lb/ft in in2 lb/ft

#3 0.38 0.11 0.38 #4 0.50 0.20 0.67

#5 0.63 0.31 1.04 #6 0.75 0.44 1.50

#7 0.88 0.60 2.04 #8 1.00 0.79 2.67

#9 1.13 1.00 3.40 #10 1.27 1.27 4.30

#11 1.41 1.56 5.31 #14 1.69 2.25 7.65

#18 2.26 4.00 13.60

1.5. Span Data

1.5.1. Slabs

Span Loc L1 t wL wR bEff Hmin ft in ft ft in in

1 Int 6.670 4.00 2.000 2.000 48.00 2.95

1.6. Support Data

1.6.1. Columns

Support c1a c2a Ha c1b c2b Hb Red % in in ft in in ft

1 0.00 0.00 0.000 0.00 0.00 0.000 0

2 0.00 0.00 0.000 0.00 0.00 0.000 0

1.6.2. Boundary Conditions

Support Spring Far End

Kz Kry Above Below kip/in kip-in/rad

1 0 0 Fixed Fixed

2 0 0 Fixed Fixed

1.7. Load Data

1.7.1. Load Cases and Combinations

Case SELF Dead Live Snow Wind EQ

Type DEAD DEAD LIVE DEAD LATERAL LATERAL

U1 1.400 1.400 0.000 0.000 0.000 0.000

U2 1.200 1.200 1.600 0.500 0.000 0.000

U3 1.200 1.200 1.000 1.600 0.000 0.000

U4 1.200 1.200 0.000 1.600 0.800 0.000

U5 1.200 1.200 0.000 1.600 -0.800 0.000

U6 1.200 1.200 1.000 0.500 1.600 0.000

U7 1.200 1.200 1.000 0.500 -1.600 0.000

U8 0.900 0.900 0.000 0.000 1.600 0.000

U9 0.900 0.900 0.000 0.000 -1.600 0.000

U10 1.200 1.200 1.000 0.200 0.000 1.000

U11 1.200 1.200 1.000 0.200 0.000 -1.000

U12 0.900 0.900 0.000 0.000 0.000 1.000

U13 0.900 0.900 0.000 0.000 0.000 -1.000

1.7.2. Area Loads

Case/Patt Span Wa lb/ft2

SELF 1 50.00

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Case/Patt Span Wa lb/ft2

Dead 1 76.00

Live 1 150.00

Live/Odd 1 150.00

Live/S1 1 150.00

Live/S2 1 150.00

1.8. Reinforcement Criteria

1.8.1. Slabs and Ribs

Units Top Bars Bottom Bars

Min. Max. Min. Max.

Bar Size #3 #3 #3 #3

Bar spacing in 1.00 18.00 1.00 18.00

Reinf ratio % 0.14 5.00 0.14 5.00

Clear Cover in 1.50 1.50

There is NOT more than 12 in of concrete below top bars.

1.8.2. Beams

Units Top Bars Bottom Bars Stirrups

Min. Max. Min. Max. Min. Max.

Bar Size #5 #8 #5 #8 #3 #5

Bar spacing in 1.00 18.00 1.00 18.00 6.00 18.00

Reinf ratio % 0.14 5.00 0.14 5.00

Clear Cover in 1.50 1.50

Layer dist. in 1.00 1.00

No. of legs 2 6

Side cover in 1.50

1st Stirrup in 3.00

There is NOT more than 12 in of concrete below top bars.

1.9. Reinforcing Bars

1.9.1. Top Bars

Top Bars: --- NONE ---

1.9.2. Bottom Bars

Span Continuous Discontinuous

Bars Cover Bars Length Start Cover in ft ft in

1 9-#3 0.75

1.9.3. Transverse Reinforcement

Transverse Reinforcement: -----NONE---

2. Design Results

2.1. Flexural Capacity

Top Bottom

Span x As,top ΦMn- Mu- Comb Pat Status As,bot ΦMn+ Mu+ Comb Pat Status ft in2 k-ft k-ft in2 k-ft k-ft

1 0.000 0.00 0.00 0.00 U1 All OK 0.99 7.23 0.00 U1 All OK

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Top Bottom

Span x As,top ΦMn- Mu- Comb Pat Status As,bot ΦMn+ Mu+ Comb Pat Status ft in2 k-ft k-ft in2 k-ft k-ft

1.976 0.00 0.00 0.00 U1 All OK 0.99 7.23 7.26 U2 All *EXCEEDED

2.334 0.00 0.00 0.00 U1 All OK 0.99 7.23 7.91 U2 All *EXCEEDED

3.211 0.00 0.00 0.00 U1 All OK 0.99 7.23 8.69 U2 All *EXCEEDED

3.335 0.00 0.00 0.00 U1 All OK 0.99 7.23 8.69 U2 All *EXCEEDED

4.335 0.00 0.00 0.00 U1 All OK 0.99 7.23 7.91 U2 All *EXCEEDED

4.694 0.00 0.00 0.00 U1 All OK 0.99 7.23 7.26 U2 All *EXCEEDED

6.670 0.00 0.00 0.00 U1 All OK 0.99 7.23 0.00 U1 All OK

2.2. Slab Shear Capacity

Span b d Vratio ΦVc Vu Xu in in kip kip ft

1 48.00 2.31 1.000 8.33 4.92 6.48

2.3. Material TakeOff

2.3.1. Reinforcement in the Direction of Analysis

Top Bars 0.0 lb <=> 0.00 lb/ft <=> 0.000 lb/ft2

Bottom Bars 22.6 lb <=> 3.38 lb/ft <=> 0.846 lb/ft2

Stirrups 0.0 lb <=> 0.00 lb/ft <=> 0.000 lb/ft2

Total Steel 22.6 lb <=> 3.38 lb/ft <=> 0.846 lb/ft2

Concrete 8.9 ft3 <=> 1.33 ft3/ft <=> 0.333 ft3/ft2

3. Deflection Results: Summary

3.1. Section Properties

3.1.1. Frame Section Properties

Notes:

M+ve values are for positive moments (tension at bottom face).

M-ve values are for negative moments (tension at top face).

M+ve M-ve

Span Zone Ig Icr Mcr Ig Icr Mcr in4 in4 k-ft in4 in4 k-ft

1 Left 256 56 4.00 256 0 -4.00

Midspan 256 56 4.00 256 0 -4.00

Right 256 56 4.00 256 0 -4.00

3.1.2. Frame Effective Section Properties

Load Level

Dead Sustained Dead+Live

Span Zone Weight Mmax Ie Mmax Ie Mmax Ie k-ft in4 k-ft in4 k-ft in4

1 Middle 1.000 2.80 256 2.80 256 6.13 111

Span Avg ---- ---- 256 ---- 256 ---- 111

3.2. Instantaneous Deflections

3.2.1. Extreme Instantaneous Frame Deflections and Corresponding Locations

Live Total

Span Direction Value Units Dead Sustained Unsustained Total Sustained Dead+Live

1 Down Def in 0.029 --- 0.116 0.116 0.029 0.145

Loc ft 3.211 --- 3.211 3.211 3.211 3.211

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Live Total

Span Direction Value Units Dead Sustained Unsustained Total Sustained Dead+Live

Up Def in --- --- --- --- --- ---

Loc ft --- --- --- --- --- ---

3.3. Long-term Deflections

3.3.1. Long-term Deflection Factors

Notes:

Deflection multiplier, Lambda, depends on moment sign at sustained load level and Rho' in given zone.

Rho' is assumed zero because Compression Reinforcement option is NOT selected in Solve Options.

Time dependant factor for sustained loads = 2.000

M+ve M-ve

Span Zone As,top b d Rho' Lambda As,bot b d Rho' Lambda in2 in in % in2 in in %

1 Midspan ---- ---- ---- 0.000 2.000 ---- ---- ---- 0.000 2.000

3.3.2. Extreme Long-term Frame Deflections and Corresponding Locations

Notes:

Incremental deflections due to creep and shrinkage (cs) based on sustained load level values.

Incremental deflections after partitions are installed can be estimated by deflections due to:

- creep and shrinkage plus unsustained live load (cs+lu), if live load applied before partitions,

- creep and shrinkage plus live load (cs+l), if live load applied after partitions.

Total deflections consist of dead, live, and creep and shrinkage deflections.

Span Direction Value Units cs cs+lu cs+l Total

1 Down Def in 0.058 0.174 0.174 0.203

Loc ft 3.211 3.211 3.211 3.211

Up Def in --- --- --- ---

Loc ft --- --- --- ---

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4. Diagrams

4.1. Loads

Time: 12:19:19

Date: 03/09/22

Code: ACI 318-14

Engineer:

Frame:

Project:

File: \\windows.thorntontomasetti.com\FileSys\_Restricted\US\P...\20210630 Level 1 slab single span 150 psf.slb spBeam v5.50. Licensed to: Thornton Tomasetti - USA. License ID: 74156-1077390-4-2508B-23E05

CASE: SELF

CASE: Dead

CASE/PATTERN: Live/All

CASE: Snow

CASE: Wind

CASE: EQ

50 lb/ft2

76 lb/ft2

150 lb/ft2

STRUCTUREPOINT - spBeam v5.50 Page | 9

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4.2. Internal Forces

Time: 12:19:19

Date: 03/09/22

Code: ACI 318-14

Engineer:

Frame:

Project:

File: \\windows.thorntontomasetti.com\FileSys\_Restricted\US\P...\20210630 Level 1 slab single span 150 psf.slb spBeam v5.50. Licensed to: Thornton Tomasetti - USA. License ID: 74156-1077390-4-2508B-23E05

Envelope

LEGEND:

M o m e n t D ia g ra m k -f t

-9.0

9.0

S h e a r

D ia g ra m k ip

6.0

-6.0

8.69

5.22

-5.22

STRUCTUREPOINT - spBeam v5.50 Page | 10

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4.3. Moment Capacity

Time: 12:19:19

Date: 03/09/22

Code: ACI 318-14

Engineer:

Frame:

Project:

File: \\windows.thorntontomasetti.com\FileSys\_Restricted\US\P...\20210630 Level 1 slab single span 150 psf.slb spBeam v5.50. Licensed to: Thornton Tomasetti - USA. License ID: 74156-1077390-4-2508B-23E05

Zone Limits

Face of Support

Support Centerline

Capacity Curve

Envelope Curve

LEGEND:

M o m e n t C a p a c it y k -f t

9.0

9.0 8.69

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4.4. Shear Capacity

Time: 12:19:19

Date: 03/09/22

Code: ACI 318-14

Engineer:

Frame:

Project:

File: \\windows.thorntontomasetti.com\FileSys\_Restricted\US\P...\20210630 Level 1 slab single span 150 psf.slb spBeam v5.50. Licensed to: Thornton Tomasetti - USA. License ID: 74156-1077390-4-2508B-23E05

Critical Section

Face of Support

Support Centerline

Capacity Curve

Envelope Curve

LEGEND:

S la b S h e a r

C a p a c it y k ip

9.0

-9.0

4.92

-4.92

STRUCTUREPOINT - spBeam v5.50 Page | 12

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4.5. Deflection

Time: 12:19:19

Date: 03/09/22

Code: ACI 318-14

Engineer:

Frame:

Project:

File: \\windows.thorntontomasetti.com\FileSys\_Restricted\US\P...\20210630 Level 1 slab single span 150 psf.slb spBeam v5.50. Licensed to: Thornton Tomasetti - USA. License ID: 74156-1077390-4-2508B-23E05

Total Deflection

Live Load

Sustained Load

Dead Load

LEGEND:

In s ta n ta n e o u s D e fl e c ti o n i n

-0.145

0.145

STRUCTUREPOINT - spBeam v5.50 Page | 13

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4.6. Reinforcement

Time: 12:19:19

Date: 03/09/22

Code: ACI 318-14

Engineer:

Frame:

Project:

File: \\windows.thorntontomasetti.com\FileSys\_Restricted\US\P...\20210630 Level 1 slab single span 150 psf.slb spBeam v5.50. Licensed to: Thornton Tomasetti - USA. License ID: 74156-1077390-4-2508B-23E05

Flexural and Transverse Reinforcement

(8

.0

)c

Licensee stated above acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the spBeam computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spBeam program. Although STRUCTUREPOINT has endeavored to produce spBeam error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spBeam program.Licensed to: Thornton Tomasetti - USA. License ID: 74156-1077390-4-2508B-23E05 spBeam v5.50 A Computer Program for Analysis, Design, and Investigation of

Reinforced Concrete Beams and One-way Slab Systems Copyright - 1988-2022, STRUCTUREPOINT, LLC.

All rights reserved

STRUCTUREPOINT - spBeam v5.50 Page | 2

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Contents

1. Input Echo

1.1. General Information

1.2. Solve Options

1.3. Material Properties

1.3.1. Concrete: Slabs / Beams

1.3.2. Concrete: Columns

1.3.3. Reinforcing Steel

1.4. Reinforcement Database

1.5. Span Data

1.5.1. Slabs

1.6. Support Data

1.6.1. Columns

1.6.2. Boundary Conditions

1.7. Load Data

1.7.1. Load Cases and Combinations

1.7.2. Area Loads

1.8. Reinforcement Criteria

1.8.1. Slabs and Ribs

1.8.2. Beams

1.9. Reinforcing Bars

1.9.1. Top Bars

1.9.2. Bottom Bars

1.9.3. Transverse Reinforcement

2. Design Results

2.1. Flexural Capacity

2.2. Slab Shear Capacity

2.3. Material TakeOff

2.3.1. Reinforcement in the Direction of Analysis

3. Deflection Results: Summary

3.1. Section Properties

3.1.1. Frame Section Properties

3.1.2. Frame Effective Section Properties

3.2. Instantaneous Deflections

3.2.1. Extreme Instantaneous Frame Deflections and Corresponding Locations

3.3. Long-term Deflections

3.3.1. Long-term Deflection Factors

3.3.2. Extreme Long-term Frame Deflections and Corresponding Locations

4. Diagrams

4.1. Loads

4.2. Internal Forces

4.3. Moment Capacity

4.4. Shear Capacity

4.5. Deflection

4.6. Reinforcement

STRUCTUREPOINT - spBeam v5.50 Page | 3

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1. Input Echo

1.1. General Information

File Name \\win...\20210630 Level 1 slab 5.2 ft 150 psf.slb

Project

Frame

Engineer

Code ACI 318-14

Reinforcement Database

ASTM A615

Mode Investigation

Number of supports = 2

Floor System One-Way/Beam

1.2. Solve Options

Live load pattern ratio = 100%

Deflections are based on cracked section properties.

In negative moment regions, Ig and Mcr DO NOT include flange/slab contribution (if available)

Long-term deflections are calculated for load duration of 60 months.

0% of live load is sustained.

Compression reinforcement calculations NOT selected.

Default incremental rebar design selected.

Moment redistribution NOT selected.

Effective flange width calculations selected.

Rigid beam-column joint NOT selected.

Torsion analysis and design NOT selected.

1.3. Material Properties

1.3.1. Concrete: Slabs / Beams

wc 150 lb/ft3 f'c 2.5 ksi

Ec 3031.2 ksi fr 0.375 ksi

1.3.2. Concrete: Columns

wc 150 lb/ft3 f'c 2.5 ksi

Ec 3031.2 ksi fr 0.375 ksi

1.3.3. Reinforcing Steel

fy 33.6 ksi fyt 33.6 ksi

Es 29000 ksi

Epoxy coated bars No

ASSUMPTIONS MADE.

CONCRETE PROPERTIES

TO BE CONFIRMED THRU

INVESTIGATION

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1.4. Reinforcement Database

Size Db Ab Wb Size Db Ab Wb in in2 lb/ft in in2 lb/ft

#3 0.38 0.11 0.38 #4 0.50 0.20 0.67

#5 0.63 0.31 1.04 #6 0.75 0.44 1.50

#7 0.88 0.60 2.04 #8 1.00 0.79 2.67

#9 1.13 1.00 3.40 #10 1.27 1.27 4.30

#11 1.41 1.56 5.31 #14 1.69 2.25 7.65

#18 2.26 4.00 13.60

1.5. Span Data

1.5.1. Slabs

Span Loc L1 t wL wR bEff Hmin ft in ft ft in in

1 Int 5.200 4.00 2.000 2.000 48.00 2.30

1.6. Support Data

1.6.1. Columns

Support c1a c2a Ha c1b c2b Hb Red % in in ft in in ft

1 0.00 0.00 0.000 0.00 0.00 0.000 0

2 0.00 0.00 0.000 0.00 0.00 0.000 0

1.6.2. Boundary Conditions

Support Spring Far End

Kz Kry Above Below kip/in kip-in/rad

1 0 0 Fixed Fixed

2 0 0 Fixed Fixed

1.7. Load Data

1.7.1. Load Cases and Combinations

Case SELF Dead Live Snow Wind EQ

Type DEAD DEAD LIVE DEAD LATERAL LATERAL

U1 1.400 1.400 0.000 0.000 0.000 0.000

U2 1.200 1.200 1.600 0.500 0.000 0.000

U3 1.200 1.200 1.000 1.600 0.000 0.000

U4 1.200 1.200 0.000 1.600 0.800 0.000

U5 1.200 1.200 0.000 1.600 -0.800 0.000

U6 1.200 1.200 1.000 0.500 1.600 0.000

U7 1.200 1.200 1.000 0.500 -1.600 0.000

U8 0.900 0.900 0.000 0.000 1.600 0.000

U9 0.900 0.900 0.000 0.000 -1.600 0.000

U10 1.200 1.200 1.000 0.200 0.000 1.000

U11 1.200 1.200 1.000 0.200 0.000 -1.000

U12 0.900 0.900 0.000 0.000 0.000 1.000

U13 0.900 0.900 0.000 0.000 0.000 -1.000

1.7.2. Area Loads

Case/Patt Span Wa lb/ft2

SELF 1 50.00

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Case/Patt…