Attachment 8 Drawing Wet Lab.pdf

ARCHITECTS

MEP ENGINEERS

STRUCTURAL ENGINEERS

CIVIL ENGINEERS

THESE DOCUMENTS ARE FOR INTERIM

REVIEW AND ARE "NOT FOR REGULATORY

APPROVAL, PERMITTING, OR

CONSTRUCTION."

DATE: 2022-02-25

ARCHITECT OF RECORD: Jane E Baughman

STATE: TEXAS

REGISTRATION NO.: 21091

201 West 5th St.

Suite 1100 Austin, TX 78701 512 808 1000 eypae.com

EYP, Inc.

EYP, Inc.

EYP, Inc.

2022-04-20

USDA- WET LAB

Moore Field, Edinburge TX

ISSUE FOR BIDDING AND CONSTRUCTION

6021060.01

-0 4-

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SETTY

MARTINEZ MOORE

MARTINEZ MOORE

VICINITY MAP

SITE LOCATION PLAN

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER: SIGQ212911.15

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A

D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

5/20/2022 8:39:52 PM C:\Users\gowtham.sl\Documents\SIGQ212911.15_R20_Mechanical_gowtham.sl.rvt

WET LAB

G000GENERAL COVER SHEET

JM

GSL 05/06/2022

JM BD

BD

DC

GSL

NO. DATE BY DESCRIPTION

1 03/04/2022 JM 50% DOCUMENTS

2 04/20/2022 JM 90% DOCUMENTS

3 05/06/2022 JM 100% DOCUMENTS

4 05/20/2022 JM ISSUE FOR BIDDING AND CONSTRUCTION

DRAWING

DRAWING LIST

TITLE

MECHANICAL GENERAL NOTES, SYMBOLS & ABBREVIATIONSM001

M101

M102

M301

M601

M701

M801

LS101

A101

A102

AR101

A201

A301

A601

A604

S001

LEVEL 1 MECHANICAL PLAN BASE BID

ROOF MECHANICAL PLAN

MECHANICAL AIR PRESSURIZATION MAP

MECHANICAL SCHEDULES AND VENTILATION BASE BID

MECHANICAL DETAILS

MECHANICAL CONTROLS

LIFE SAFETY PLAN LEVEL 1

FLOOR PLAN LEVEL 1

ROOF PLAN

REFLECTED CEILING PLAN LEVEL 1

EXTERIOR ELEVATIONS

BUILDING SECTIONS

DOOR AND FRAME TYPES

PARTITION TYPES

GENERAL NOTES

S002 SYMBOLS AND ANNOTATIONS

S101A CONSTRUCTION PLAN - FOUNDATION - BASE

S202 ELEVATIONS AND SECTIONS

S301 TYPICAL DETAILS

S302 TYPICAL DETAILS

C001 GENERAL NOTES

C002

C100

C200

C300

C400.02

C401

C500

SURVEY

DEMOLITION PLAN

LAYOUT PLAN-BASE BID

UTILITY PLAN-BASE BID

SWPPP-ALTERNATE 2

SWPPP DETAILS

DETAILS

ELECTRICAL GENERAL NOTES, SYMBOLS & ABBREVIATIONSE001

E101

E201

E301

E501

E601

P001

LEVEL 1 ELECTRICAL LIGHTING BASE BID

LEVEL 1 ELECTRICAL POWER BASE BID

LEVEL 1 FIRE ALARM BASE BID

ELECTRICAL RISER DIAGRAMS

ELECTRICAL EQUIPMENT SCHEDULES

PLUMBING GENERAL NOTES, SYMBOLS & ABBREVIATIONS

E701 ELECTRICAL DETAILS

P101

P102

P601

LEVEL 1 SANITARY AND VENT PLAN BASE BID

ROOF PLUMBING PLAN

PLUMBING DETAILS, SCHEDULES AND RISER DIAGRAMS

USDA WET LAB

USDA/ARS PROJECT NUMBER: 12805B20D0002

MOORE AIR BASE

EDINBURG, TEXAS

M101.1 LEVEL 1 MECHANICAL PLAN ADD ALT. #1

M101.2 LEVEL 1 MECHANICAL PLAN ADD ALT. #2

M601.1 MECHANICAL SCHEDULES AND VENTILATION ADD ALT. #1

M601.2 MECHANICAL SCHEDULES AND VENTILATION ADD ALT. #2

P101.1 LEVEL 1 SANITARY AND VENT PLAN ALT #1

P101.2 LEVEL 1 SANITARY AND VENT PLAN ALT #2

E101.1 LEVEL 1 ELECTRICAL LIGHTING ADD ALT. #1

E101.2 LEVEL 1 ELECTRICAL LIGHTING ADD ALT. #2

E201.1 LEVEL 1 ELECTRICAL POWER ADD ALT. #1

E201.2 LEVEL 1 ELECTRICAL POWER ADD ALT. #2

E301.1 LEVEL 1 FIRE ALARM ADD ALT. #1

E301.2 LEVEL 1 FIRE ALARM ADD ALT. #2

E602 ELECTRICAL EQUIPMENT SCHEDULES

C200.01

C200.02

C201

C201.01

C201.02

C300.01

C300.02

UTILITY PLAN-ALTERNATE 1

UTILITY PLAN-ALTERNATE 2

LAYOUT PLAN-ALTERNATE 1

LAYOUT PLAN-ALTERNATE 2

GRADING PLAN-BASE BID

GRADING PLAN-ALTERNATE 1

GRADING PLAN-ALTERNATE 2

C400.01 SWPPP-ALTERNATE 1

C400 SWPPP-BASE BID

S101B

S101C

CONSTRUCTION PLAN - FOUNDATION - ADD ALT. #1

CONSTRUCTION PLAN - FOUNDATION - ADD ALT. #2

S200 RAMP PARTIAL PLAN AND SECTION

S201 DUNNAGE PARTIAL PLAN & SECTION

DRAWING LIST, TYPICAL SYMBOLS AND ABBREVIATIONSG001

A101.1

A101.2

FLOOR PLAN LEVEL 1 ADD ALT. #1

FLOOR PLAN LEVEL 1 ADD ALT. #2

A401 ENLARGED VIEWS

A451 CONC. STAIR DETAILS - CONC. FRAME BLDG.

A701 INTERIOR ELEVATIONS

A802 SINK SCHEDULE

A803 STANDARED LAB DETAILS

IF101 FINISH FLOOR PLAN LEVEL 1

G000 GENERAL COVER SHEET

M501 MECHANICAL RISER DIAGRAM

M401 MECHANICAL SECTIONS

M402 MECHANICAL SECTIONS

P201 LEVEL 1 DOMESTIC AND RO WATER PLAN BASE BID

P201.1 LEVEL 1 DOMESTIC AND RO WATER PLAN ALT #1

P201.2 LEVEL 1 DOMESTIC AND RO WATER PLAN ALT #2

P501 PLUMBING RISER DIAGRAMS

P501 PLUMBING RISER DIAGRAMS

G002 TYPICAL MOUNTING HEIGHTS (TAS)

G005 PROJECT NOTES

G006 DOOR HARDWARE

AR101.1 REFLECTED CEILING PLAN LEVEL 1 ADD ALT. #1

AR101.2 REFLECTED CEILING PLAN LEVEL 1 ADD ALT. #2

A201.1 EXTERIOR ELEVATIONS - ADD ALT. #1

A201.2 EXTERIOR ELEVATIONS - ADD ALT. #2

A501 ROOF DETAILS

A502 ROOF DETAILS

E202 ROOF ELECTRICAL POWER PLAN

E503 FIRE ALARM ANNUNCIATOR PANEL

“D”

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-GN.dwgMay 19, 2022 - 3:50pm

AJH

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2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-GN.dwgMay 19, 2022 - 3:50pm

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2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

TRANSFORMER TO

BE RELOCATED

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-DM.dwgMay 19, 2022 - 3:51pm

AJH

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2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

Benchmark Information:

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

Key Notes:

Sheet Notes:

Construction Notes:

DEMOLITION PLAN C100

PROPOSED WET LAB

FFE-226.50

REFER MEP AND STRUCTURAL

FOR DETAILS

REFER MEP AND STRUCTURAL

FOR DETAILS

15'

18.4' 5'

5'

43'

8'

94.9'

5.6' 15.4' 73.9'

22.3' 5'

5'11.5'

10'

43.2'

25.7'

17.5'

29' 39'

7.6'

9.2'

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-LA.dwgMay 19, 2022 - 3:51pm

AJH

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2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

Benchmark Information:

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

Key Notes:

Sheet Notes:

Sheet Notes:

LAYOUT PLAN -

BASE BID

C200

REFER MEP AND STRUCTURAL

FOR DETAILS

REFER MEP AND STRUCTURAL

FOR DETAILS

94.9'

5.6' 15.4' 73.9'

22.3' 5'

5'11.5'

10'

43.2'

5'

29'

12'

6'

13' 15'

25.7'

17.5'

29'

39'

9.2'

9.6'

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-LA.dwgMay 19, 2022 - 3:51pm

AJH

NRS

AJH

VDA

2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

Benchmark Information:

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

Key Notes:

Sheet Notes:

Sheet Notes:

LAYOUT PLAN -

ALTERNATE 1

C200.01

REFER MEP AND STRUCTURAL

FOR DETAILS

REFER MEP AND STRUCTURAL

FOR DETAILS

94.9'

5.6' 15.4' 73.9'

22.3' 5'

5'11.5'

10'

43.2'

25.7'

17.5'

5'

9' 20'

12'

6'

13' 15'

29'

39'

9.2'

9.6'

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-LA.dwgMay 19, 2022 - 3:51pm

AJH

NRS

AJH

VDA

2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

Benchmark Information:

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

Key Notes:

Sheet Notes:

Sheet Notes:

LAYOUT PLAN -

ALTERNATE 2

C200.02

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-LA.dwgMay 19, 2022 - 3:51pm

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2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

Benchmark Information:

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

GRADING PLAN

- BASE BID

C201

Key Notes:

Sheet Notes:

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-LA.dwgMay 19, 2022 - 3:51pm

AJH

NRS

AJH

VDA

2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

Benchmark Information:

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

GRADING PLAN -

ALTERNATE 1

C201.01

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-LA.dwgMay 19, 2022 - 3:51pm

AJH

NRS

AJH

VDA

2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

Benchmark Information:

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

GRADING PLAN -

ALTERNATE 2

C201.02

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-UTIL.dwgMay 19, 2022 - 3:51pm

AJH

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AJH

VDA

2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

Benchmark Information:

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

Key Notes:

Sheet Notes:

UTILITY PLAN -

BASE BUILD

C300

General Construction Notes:

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-UTIL.dwgMay 19, 2022 - 3:51pm

AJH

NRS

AJH

VDA

2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

Benchmark Information:

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

Key Notes:

Sheet Notes:

UTILITY PLAN -

ALTERNATE 1

C300.01

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-UTIL.dwgMay 19, 2022 - 3:51pm

AJH

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AJH

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2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

Benchmark Information:

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

Key Notes:

Sheet Notes:

UTILITY PLAN -

ALTERNATE 2

C300.02

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-SWPPP.dwgMay 19, 2022 - 3:52pm

AJH

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2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

Benchmark Information:

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

LEGEND

SWPPP - BASE BUILD C400

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-SWPPP.dwgMay 19, 2022 - 3:52pm

AJH

NRS

AJH

VDA

2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

Benchmark Information:

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

SWPPP - ALTERNATE 1 C400.01

SAFETY & HEALTH

REAL PROPERTY

DESIGNER

CHECKED BY

PROJECT MANAGER

PPM

EPM

SETTY

DATE

A D

USDA S

U

DWG. NO

DRAWN BY

SOLICITATION NO. SHEET NAME

ORIGINAL DRAWING SIZE IS 30"x 42"; SCALE ENTITIES ACCORDINGLY IF REDUCED/ENLARGED

Revisions

Agricultural Research Service

1465 NORTHSIDE DRIVE SUITE 220B

ATLANTA, GA 30318

P:706-248-7165 www. .com

TM

PROJECT NUMBER:SIGQ212911.15

WET LAB

05/06/2022

NO. DATE BY DESCRIPTION

1 03/04/2022 50% DOCUMENTS

X:\Y03\2021\21007-00 USDA Wet Lab and Barns\3-Production\03-Sheets\LAB\Y03-21007-00-LAB-SWPPP.dwgMay 19, 2022 - 3:52pm

AJH

NRS

AJH

VDA

2 04/20/2022 90% DOCUMENTS

3 05/06/2022 100% DOCUMENTS

Benchmark Information:

4 05/20/2022 ISSUE FOR BIDDING AND CONSTRUCTION

SWPPP - ALTERNATE 2 C400.02

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1465 NORTHSIDE DRIVE SUITE 220B

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5/20/2022 11:04:55 AM BIM 360://S17-22001-00 USDA Wildlife Barn and Wet Labs/STRUCT_Edinburg Wet Lab Model_RVT_2020.rvt

WET LAB

S001GENERAL NOTES

JS

DLC 05/20/2022

JM

TA

PART I - DESIGN CRITERIA

A. GENERAL BUILDING CODE

1. THE CONSTRUCTION DOCUMENTS ARE BASED ON THE REQUIREMENTS OF THE 2015

INTERNATIONAL BUILDING CODE.

B. DEAD LOADS

1. HANGING CEILING AND MECHANICAL LOADS: AN ALLOWANCE OF 10 PSF HAS

BEEN MADE FOR HANGING CEILING AND MECHANICAL/ELECTRICAL EQUIPMENT

LOADS.

C. LIVE LOADS

1. DESIGN LIVE LOADS ARE BASED ON THE MORE RESTRICTIVE OF THE

UNIFORM LOAD LISTED BELOW OR THE CONCENTRATED LOAD LISTED ACTING

OVER AN AREA 2.5 FEET SQUARE.

a. BUILDING ROOF: 20 PSF

b. LAB FLOOR: 100 PSF; 1000 LB

c. CORRIDORS: 100 PSF

2. REDUCTION OF LIVE LOADS: LIVE LOADS HAVE BEEN REDUCED USING THE

STANDARD PROCEDURE FROM THE BUILDING CODE.

D. WIND LOADS

1. WIND PRESSURES ARE BASED ON THE PROVISIONS OF THE FLORIDA

BUILDING CODE WHICH REFER TO THE AMERICAN SOCIETY OF CIVIL

ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES, ASCE 7-10 AND THE FOLLOWING CRITERIA:

a. ULTIMATE DESIGN WIND SPEED (VULT): 130 MPH (3 SECOND GUST)

b. NOMINAL DESIGN WIND SPEED (VASD): 106 MPH (3-SECOND GUST)

c. BUILDING RISK CATEGORY: II

d. WIND EXPOSURE CATEGORY: C

1. INTERNAL PRESSURE COEFFICIENT (GCPI): +0.18/-0.18

2. THIS STRUCTURE IS LOCATED IN A WIND-BORNE DEBRIS REGION AND IS

DESIGNED AS PARTIALLY ENCLOSED. IMPACT-RESISTANT EXTERIOR GLAZING OR

IMPACT-RESISTANT COVERING OVER EXTERIOR GLAZING IS REQUIRED FOR

GLAZING PER SECTION 1609.1.2 OF THE INTERNATIONAL BUILDING CODE, IF

REQUIRED. REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS FOR

ATTACHMENT OF THE

IMPACT-RESISTANT EXTERIOR GLAZING OR IMPACT-RESISTANT COVERING OVER

EXTERIOR GLAZING TO THE STRUCTURE.

3. WIND PRESSURES USED FOR THE DESIGN OF COMPONENTS AND CLADDING ARE

SHOWN IN THE FOLLOWING TABLE:

CLADDING LOCATION EFFECTIVE WIND LOAD

TYPE OR ZONE WIND AREA (PSF)

(SQ-FT)

WALL INTERIOR 10 +34 / -37

WALL INTERIOR 20 +33 / -35

WALL INTERIOR 50 +31 / -34

WALL INTERIOR 100 +29 / -32

WALL END ZONE 10 +34 / -45

WALL END ZONE 20 +33 / -42

WALL END ZONE 50 +31 / -38

WALL END ZONE 100 +29 / -35

ROOF INTERIOR 10 +16 / -44

ROOF INTERIOR 20 +16 / -43

ROOF INTERIOR 50 +16 / -42

ROOF INTERIOR 100 +16 / -41

ROOF EDGE 10 +34 / -62

ROOF EDGE 20 +33 / -56

ROOF EDGE 50 +31 / -47

ROOF EDGE 100 +29 / -40

ROOF CORNER 10 +34 / -62

ROOF CORNER 20 +33 / -56

ROOF CORNER 50 +31 / -47

ROOF CORNER 100 +29 / -40

OVERHANG INTERIOR 10 +16 / -59

OVERHANG INTERIOR 20 +16 / -58

OVERHANG INTERIOR 50 +16 / -57

OVERHANG INTERIOR 100 +16 / -56

OVERHANG EDGE 10 +34 / -59

OVERHANG EDGE 20 +33 / -58

OVERHANG EDGE 50 +31 / -57

OVERHANG EDGE 100 +29 / -56

OVERHANG CORNER 10 +34 / -59

OVERHANG CORNER 20 +33 / -58

OVERHANG CORNER 50 +31 / -57

OVERHANG CORNER 100 +29 / -56

PARAPET INTERIOR 10 +88 / -62

PARAPET INTERIOR 20 +80 / -59

PARAPET INTERIOR 50 +69 / -55

PARAPET INTERIOR 100 +60 / -51

PARAPET EDGE 10 +88 / -72

PARAPET EDGE 20 +80 / -66

PARAPET EDGE 50 +69 / -60

PARAPET EDGE 100 +60 / -55

NOTES:

a. WIDTH OF END ZONE/EDGE/CORNER STRIP: 5’-6”

b. COMPONENT AND CLADDING PRESSURES ACT NORMAL TO THE SURFACE.

POSITIVE PRESSURES ACT TOWARDS THE SURFACE AND NEGATIVE

PRESSURES ACT AWAY FROM THE SURFACE.

c. DESIGN PRESSURE FOR COMPONENTS AND CLADDING SHALL NOT BE LESS

THAN 16 PSF ACTING IN EITHER DIRECTION NORMAL TO THE SURFACE.

d. THE EFFECTIVE WIND AREA IS THE SPAN LENGTH MULTIPLIED BY AN

EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN

LENGTH. FOR CLADDING FASTENERS, THE EFFECTIVE WIND AREA SHALL

NOT BE GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL

FASTENER.

E. BUILDING MOVEMENT AND DEFLECTIONS

1. THE BUILDING MOVEMENT SPECIFIED HEREIN IS ANTICIPATED TO OCCUR

AND SHOULD BE CONSIDERED BY THE CONTRACTOR IN THE PERFORMANCE OF THE

WORK.

2. LATERAL FRAME WIND DEFLECTION (DRIFT): THE FOLLOWING PROVISION FOR

LATERAL FRAME DEFLECTION IN THE PLANE OF THE WALL OF THE ROOF

RELATIVE TO THE SLAB-ON-GRADE OR GROUND FLOOR SHALL BE MADE IN THE

DESIGN, FABRICATION AND INSTALLATION OF THE BUILDING CLADDING:

a. WALL HEIGHT/400

THE DEFLECTIONS LISTED ABOVE ARE BASED ON WIND LOADS WITH A 10-YEAR

MEAN RECURRENCE INTERVAL.

F. HANDRAILS AND GUARDS

1. THE HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED FOR 50 PLF OR A

CONCENTRATED LOAD OF 200 POUNDS AT ANY POINT APPLIED IN ANY

DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS

TO THE STRUCTURE. THESE LOADS NEED NOT BE ASSUMED TO ACT

CONCURRENTLY.

PART II - FOUNDATION

PART VI - COLD-FORMED METAL FRAMING

PART X - MISCELLANEOUS - CONT.

PART XI - DRAWING INTERPRETATION

A. GEOTECHNICAL REPORT

1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL INVESTIGATION REPORT

AS FOLLOWS: "GEOTECHNICAL ENGINEERING STUDY FOR PROPOSED LIVESTOCK

ARTHROPOD PEST RESEARCH WET LAB AND WILDLIFE BARN EDINBURG, HILDALGO

COUNTY, TEXAS" PREPARED BY RABA KISTNER, MCALLEN, TX

2. THE GEOTECHNICAL REPORT IS AVAILABLE TO THE GENERAL CONTRACTOR

UPON REQUEST TO THE OWNER. THE INFORMATION INCLUDED THEREIN MAY BE USED

BY THE GENERAL CONTRACTOR FOR HIS GENERAL INFORMATION ONLY. THE

ARCHITECT AND ENGINEER WILL NOT BE RESPONSIBLE FOR THE ACCURACY OR

APPLICABILITY OF SUCH DATA THEREIN.

3. REFER TO THE GEOTECHNICAL REPORT FOR INFORMATION RELATED TO SITE

AND SUBGRADE PREPARATION, INCLUDING SOIL REMOVAL AND FILL CRITERIA AND

COMPACTION REQUIREMENTS BELOW FOUNDATIONS AND SLABS-ON-GRADE.

B. SHALLOW FOUNDATIONS

1. SPREAD FOOTING:

a. MAXIMUM ALLOWABLE BEARING PRESSURE FOR CONTINUOUS FOOTINGS AND

GRADE BEAMS: 1500 PSF

b. MAXIMUM ALLOWABLE BEARING PRESSURE FOR SPREAD FOOTINGS AND

WIDENED BEAMS: 2100 PSF

c. MINIMUM DEPTH OF BEARING: 24 INCHES BELOW FINISHED EXTERIOR

GRADE

d. MINIMUM WIDTH OF BEAM FOUNDATION: 12 INCHES

2. SLAB-ON-GRADE:

a. SUBGRADE MODULUS, K: 180 PSI PER INCH

b. MODULUS VALUE REDUCED FOR LARGE, WIDE AREA LOADS

C. RETAINING WALLS

1. THE FOLLOWING CRITERIA ARE BASED ON SECTION 1610 OF THE

INTERNATIONAL BUILDING CODE:

a. ACTIVE SOIL PRESSURE: 60 PSF PER FOOT OF DEPTH.

b. AT-REST SOIL PRESSURE: 100 PSF PER FOOT OF DEPTH

c. THE DESIGN PRESSURES SPECIFIED ABOVE ARE BASED ON DRAINED

BACKFILL WITH NO BUILDUP OF WATER PRESSURE BEHIND THE WALLS.

PART III - REINFORCED CONCRETE

PART V - STRUCTURAL STEEL PART VIII - MODULAR BUILDING CONSTRUCTION

PART IX - SUBMITTALS

A. CLASSES OF CONCRETE

1. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE “CLASSES OF

CONCRETE MATRIX” ON SHEET S-302 UNLESS NOTED OTHERWISE ON THE

DRAWINGS.

B. HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS

1. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN ANY CONCRETE

POURS UNLESS SHOWN ON THE DRAWINGS. THE ARCHITECT/ENGINEER SHALL APPROVE

ALL DEVIATIONS OR ADDITIONAL JOINTS IN WRITING.

C. REINFORCING STEEL

1. ALL REINFORCING STEEL SHALL BE ASTM A 615 GRADE 60 UNLESS NOTED

OTHERWISE ON THE DRAWINGS OR IN THESE NOTES.

2. REINFORCING STEEL: PROVIDE REINFORCING STEEL CONFORMING TO ASTM A

706 FOR ALL REINFORCING STEEL REQUIRED TO BE WELDED AND WHERE NOTED ON

THE DRAWINGS.

3. HEADED STUD ANCHORS FOR EMBEDDED PLATES: AWS D1.1 TYPE A STUDS

MANUFACTURED IN CONFORMANCE WITH SPECIFICATION ASTM A 108 WITH A MINIMUM

TENSILE STRENGTH OF 61,000 PSI.

4. SMOOTH WELDED WIRE REINFORCEMENT: ASTM A 185, YIELD STRENGTH 65,000 PSI.

D. PLACEMENT OF WELDED WIRE REINFORCEMENT

1. WHEREVER WELDED WIRE REINFORCEMENT IS SPECIFIED AS REINFORCEMENT, IT

SHALL BE CONTINUOUS ACROSS THE ENTIRE CONCRETE SURFACE AND NOT

INTERRUPTED BY BEAMS OR GIRDERS AND PROPERLY LAPPED PER ACI 318, 12.18

AND 12.19.

E. REINFORCING STEEL COVERAGE

1. REINFORCING STEEL COVERAGE SHOULD CONFORM TO THE REQUIREMENTS SPECIFIED

IN DETAILS LABELED “TYPICAL CLEAR CONCRETE COVER” ON SHEETS S-301 UNLESS

NOTED OTHERWISE ON THE DRAWINGS. COVER SPECIFIED SHALL BE

CONSIDERED MINIMUMS THAT MAY REQUIRE INCREASING WHERE REINFORCING STEEL

INTERSECTS FOR DIFFERENT MEMBER TYPES. COVER IN STRUCTURAL MEMBERS NOT

SPECIFIED IN THE DETAILS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318

UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. THE REINFORCING STEEL

DETAILER SHALL ADJUST REINFORCING STEEL CAGE SIZES AT INTERSECTING

STRUCTURAL MEMBERS AS REQUIRED TO ALLOW CLEARANCE FOR INTERSECTING

REINFORCING BAR LAYERS WITH MINIMUM SPECIFIED COVER.

A. MATERIAL

1. HOT ROLLED STRUCTURAL MEMBERS: ALL HOT ROLLED STEEL PLATES,

SHAPES, SHEET PILING, AND BARS SHALL BE NEW STEEL CONFORMING TO ASTM

SPECIFICATION A 6.

2. ASTM SPECIFICATION AND GRADE: CLEARLY MARK THE GRADE OF STEEL ON

EACH PIECE, WITH A DISTINGUISHING MARK VISIBLE FROM FLOOR SURFACES, FOR

THE PURPOSE OF FIELD INSPECTION OF PROPER GRADE OF STEEL. UNLESS NOTED

OTHERWISE ON THE DRAWINGS, STRUCTURAL STEEL SHALL BE AS FOLLOWS:

a. W- AND WT-SHAPES: ASTM A 992

b. L-, C-, M- AND S-SHAPES: ASTM A 36

c. RECTANGULAR HSS: ASTM A 500, GRADE B (FY=46 KSI

d. ROUND HSS: ASTM A 500, GRADE B (FY=42 KSI)

e. STEEL PIPE: ASTM A 53 (TYPE E OR S), GRADE B (FY=35 KSI)

f. BASE PLATES: ALL BASE PLATES SHALL CONFORM TO ASTM A 36 UNLESS

NOTED OTHERWISE ON THE DRAWINGS.

g. PLATES, BENT PLATES: ASTM A 36

h. CONNECTION MATERIAL: ALL CONNECTION MATERIAL, EXCEPT AS NOTED

OTHERWISE HEREIN OR ON THE DRAWINGS, INCLUDING BEARING

PLATES, GUSSET PLATES, STIFFENER PLATES, FILLER PLATES, ANGLES, ETC.

SHALL CONFORM TO ASTM A 36 UNLESS A HIGHER GRADE OF STEEL IS REQUIRED BY

STRENGTH AND PROVIDED THE RESULTING SIZES ARE COMPATIBLE WITH THE

CONNECTED MEMBERS.

i) OTHER STEEL: ANY OTHER STEEL NOT INDICATED OTHERWISE SHALL

CONFORM TO ASTM A 992 OR ASTM A 572, GRADE 50, EXCEPT PLATES AND

ANGLES THAT SHALL BE ASTM A 36.

B. STRUCTURAL BOLTS AND THREADED FASTENERS

1. THREADED ROUND STOCK: THREADED RODS SHALL CONFORM TO ASTM A 36 OR

A572, GRADE 50 AS SPECIFIED HEREIN.

C. WELDING

1. UNLESS NOTED OTHERWISE, ELECTRODES FOR WELDING SHALL CONFORM TO

E70XX (SMAW), F7XX-EXXX (SAW), ER70S-X (GMAW), OR E7XT-X (FCAW).

2. ELECTRODES FOR GRADE 60 OR GRADE 65 MATERIAL SHALL CONFORM TO E80XX

(SMAW), F8XX-EXX-XX (SAW), ER80S-X (GMAW), OR E8XT-X (FCAW).

D. ANCHOR RODS

1. UNLESS INDICATED OTHERWISE IN THE COLUMN SCHEDULE OR ON THE

DRAWINGS, ANCHOR RODS SHALL CONFORM TO ASTM F 1554 GRADE 55 (WITH

SUPPLEMENTARY REQUIREMENT S1) AND THE SIZE SHALL BE 3/4" DIAMETER AND

SHALL EMBED INTO THE CONCRETE FOUNDATION A DISTANCE OF 1’-0" WITH A

HEAVY HEX NUT AT THE EMBEDDED END. STRIKE BOLT THREADS AT THE EMBEDDED

END AT TWO PLACES BELOW THE NUT.

E. GROUT

1. GROUT BELOW STRUCTURAL STEEL BASE PLATES SHALL BE NON-METALLIC,

NON-SHRINK GROUT WITH A MINIMUM STRENGTH OF 6,000 PSI WHEN BEARING ON

3,000 PSI CONCRETE OR LESS, A STRENGTH OF 8,000 PSI WHEN BEARING ON

CONCRETE BETWEEN 3,000 AND 4,000 PSI, AND, UNLESS NOTED OTHERWISE ON THE

DRAWINGS, A STRENGTH OF 8,000 PSI WHEN BEARING ON CONCRETE GREATER THAN

4,000 PSI.

A. SUBMITTAL LIST AND SCHEDULE

1. THE GENERAL CONTRACTOR SHALL PREPARE A DETAILED LIST AND SCHEDULE

OF ALL SUBMITTAL ITEMS TO BE SENT TO THE STRUCTURAL ENGINEER PRIOR TO

THE START OF CONSTRUCTION. THIS LIST SHALL BE UPDATED AND REVISED AND

KEPT CURRENT AS THE JOB PROGRESSES. THE SUBMITTAL LIST SHALL BE

ORGANIZED AS SHOWN BELOW:

a. SHOP DRAWINGS

b. DESIGN CALCULATIONS

c. PRODUCT DATA, CERTIFICATES, REPORTS, AND OTHER LITERATURE

B. SUBMITTALS TO BE PROVIDED TO STRUCTURAL ENGINEER

1. STRUCTURAL SUBMITTALS: IN ADDITION TO THE SUBMITTALS REQUIRED BY THE

STRUCTURAL SPECIFICATIONS, THE FOLLOWING SUBMITTALS SHALL BE

PROVIDED:

a. LAYOUT OF EMBEDDED ITEMS (PLATES, ANGLES, BOLTS, ETC.) OR ITEMS

ATTACHED TO THE STRUCTURAL FRAME FOR BUILDING CLADDING

ATTACHMENT OR FOR ATTACHMENT OF OTHER ITEMS.

2. DEFERRED SUBMITTALS:

a. THE FOLLOWING ITEMS ARE CONSIDERED DEFERRED SUBMITTALS BY THE

REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE:

1. COLD-FORMED METAL FRAMING (S&S, REC)

2. EXTERIOR AND BEARING WALL SYSTEMS (S&S, REC)

3. MODULAR BUILDING DESIGN & CALCULATIONS (S&S)

A. DEFLECTION AND DRIFT PER IBC

B. STRENGTH OF PRIMARY STRUCTURAL MEMBERS AND TYPICAL

CONNECTIONS INCLUSIVE OF COLUMNS, WALLS, BRACES, SHEAR

WALLS, JOISTS AND GIRTS

C. REACTIONS OF STRUCTURE IMPOSTED ON FOUNDATION ELEMENTS

D. BUILDING BASE SHEAR IN EACH ORTHOGONAL DIRECTION

4. STRUCTURAL STEEL CONNECTIONS (S&S)

5. ERECTION DRAWINGS (REC)

(S&S) ITEMS MARKED THUS SHALL HAVE THE SHOP DRAWINGS AND DELEGATED

DESIGN SUBMITTALS (INCLUDING CALCULATIONS) SEALED PER THE PROJECT

SPECIFICATIONS BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT

IS LOCATED.

(REC) ITEMS MARKED THUS SHALL BE SUBMITTED TO ENGINEER FOR RECORD

ONLY AND WILL NOT HAVE THE ENGINEER’S SHOP DRAWING STAMP AFFIXED.

ALL SHOP DRAWINGS MUST BE REVIEWED AND ELECTRONICALLY STAMPED BY THE

GENERAL CONTRACTOR PRIOR TO SUBMITTAL.

3. SUBMITTAL REQUIREMENTS:

a. CONTRACTOR SHALL PROVIDE THE SUBMITTAL IN ELECTRONIC PORTABLE

DOCUMENT FORMAT (PDF) PER THE SPECIFICATIONS.

b. THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIALS REQUIRED

BY THE CONTRACT DOCUMENTS TO BE FURNISHED SHALL NOT RELIEVE THE

CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING AND INSTALLING SUCH

MATERIALS, REGARDLESS OF WHETHER THE SHOP DRAWINGS HAVE BEEN REVIEWED

AND APPROVED.

C. REPRODUCTION

1. THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF THESE CONTRACT

DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR

MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES

THEIR ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND

OBLIGATES THEMSELVES TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING

DUE TO ANY ERRORS THAT MAY OCCUR HEREON.

A. DESIGN RESPONSIBILITY

1. THE DESIGN AND DETAILING OF ALL COLD-FORMED METAL FRAMING

COMPONENTS AND THEIR CONNECTION TO THE SUPPORTING STRUCTURE SHALL BE

DELEGATED TO AND THE RESPONSIBILITY OF A SPECIALTY ENGINEER. REFER TO

SPECIALTY ENGINEER REQUIREMENTS PARAGRAPH IN PART <> - MISCELLANEOUS OF

THESE GENERAL NOTES.

2. COLD-FORMED METAL FRAMING IS NOT SHOWN ON THE STRUCTURAL PLANS OR

DETAILS. REFER TO THE ARCHITECTURAL DRAWINGS FOR SCOPE. REFER TO PART I

FOR LOAD REQUIREMENTS.

B. MATERIALS

1. STUD AND TRACK PROFILES SHALL BE STANDARD SECTIONS USED BY

MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA). SSMA MEMBER

DESIGNATIONS AS SHOWN ON THE FOLLOWING EXAMPLE:

600 S 162-43 REPRESENTS A 6.00” DEEP, STUD SECTION, 1.625” WIDE FLANGE,

0.043” (43 MILS) MINIMUM STEEL THICKNESS.

NOTES:

S = STUD SECTION T = TRACK SECTION

U = CHANNEL SECTION F = FURRING CHANNEL

2. UNLESS NOTED OTHERWISE ON THE DRAWINGS, MEMBERS SHALL HAVE THE

FOLLOWING YIELD STRENGTHS:

a. STUDS: 33, 43 MIL THICKNESS FY = 33 KSI

b. STUDS: 54, 68, 97 MIL THICKNESS FY = 50 KSI

c. TRACKS: 33, 43, 54, 68, 97 MIL FY = 33 KSI

d. U-CHANNELS, FURRING CHANNELS: FY = 33 KSI

3. ALL COLD-FORMED STEEL FRAMING MATERIALS SHALL HAVE A MINIMUM G60

GALVANIZED COATING.

A. THE MODULAR BUILDING SYSTEM SHALL BE DESIGNED BY THE

BUILDING MANUFACTURER IN CONFORMANCE TO THE INTERNATIONAL BUILDING CODE.

B. IT IS THE MODULAR BUILDING MANUFACTURER’S RESPONSIBILITY

TO DESIGN THE COMPLETE BUILDING SYSTEM (STEEL FRAMING, TIMBER FRAMING,

ANCHOR RODS, PURLINS, GIRTS, BRACINGS, CONNECTIONS, ROOFING, WALL

PANELS, COMPONENTS, ATTACHMENTS, ETC.). THE MANUFACTURER SHALL SUBMIT A

CERTIFICATION LETTER BEARING THE SEAL OF A PROFESSIONAL ENGINEER

REGISTERED IN TEXAS STATING THAT THE BUILDING SYSTEM DESIGN MEETS THE

INDICATED CODE, PERFORMANCE, AND LOADING REQUIREMENTS IN ADDITION TO

CALCULATIONS NOTED BELOW.

a. DESIGN LOADS SHALL BE COMBINED PER IBC. DESIGN LOADS INCLUDE:

1. LIVE LOAD, WIND LOAD AND SEISMIC LOAD IN ADDITION TO DEAD LOAD.

2. AUXILIATY LOADS INCLUDING DYNAMIC LIVE LOADS GENERATED BY

CRANES AND MATERIAL HANDLING EQUIPMENT.

3. COLLATERAL LOADS INCLUDING MECHANICAL, ELECTRICAL AND PLUMMING

SYSTEMS ATTACHED TO MODULAR STRUCTURE. REFER TO MEP DRAWINGS

FOR ADDITIONAL SYSTEM INFO.

4. THERMAL AND EXPOSURE TO WEATHER.

b. BUILDING SHALL BE A SINGLE-STORY, MULTI-SPAN, MODULAR STRUCTURE OF

THE NOMINAL LENGTH, WIDTH, EAVE HEIGHT, AND ROOF PITCH INDICATED ON

STRUCTURAL AND ARCHITECTURAL DRAWINGS. BUILDING SHALL ATTACH

CONTINUOUSLY TO TOP OF STEM WALL FOUNDATION PROVIDED IN CONSTRUCTION

DOCUMENTS. BEARING WALLS ARE ASSUMED OVER STEM WALL LOCATIONS AND GROUND

AND ROOF SYSTEMS SHALL SPAN IN BETWEEN.

C. THE MODULAR BUILDING MANUFACTURER AND INSTALLER SHALL BE EXPERIENCED AND

SPECIALIZED IN THE ERECTION AND INSTALLATION OF MODULAR BUILDING SYSTEMS

SIMILAR TO THAT REQURIED FOR THIS PROJECT AND BE ABLE TO PROVIDE RECORD

OF SUCCESSFUL IN-SERVICE MODULAR BUILDINGS.

D. CALCULATIONS FOR FRAME DEFLECTIONS SHALL BE DONE USING ONLY THE BARE

FRAME METHOD. REDUCTIONS BASED ON ENGINEERING JUDGMENT USING THE ASSUMED

COMPOSITE STIFFNESS OF THE BUILDING ENVELOPE SHALL NOT BE PERMITTED.

CALCULATIONS SHALL BE SUBMITTED VERIFYING THAT THE ACTUAL DRIFT UNDER

CODE-REQUIRED LOADINGS DOES NOT EXCEED THE ALLOWABLE.

E. THE MODULAR BUILDING MANUFACTURER SHALL PROVIDE ALL GIRTS, PURLINS, AND

OTHER COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. ALL WALL SYSTEMS, SUCH

AS METAL STUDS, STOREFRONTS, ETC., SHALL BE PROPERLY SUPPORTED BY THE

BUILDING SYSTEM. ALLOWABLE DEFLECTIONS OF COMPONENTS SHALL BE IN

ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, SECTION 1604.3.

F. THE FOUNDATION DESIGN IS BASED UPON THE SCHEMATIC BUILDING FRAME SHOWN

IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATION OF ANY REVISIONS REQUIRED AS A RESULT OF A CHANGE IN THE

BUILDING SCHEME, INCLUDING THE REDESIGN OF FOUNDATIONS.

G. THE SIZE, NUMBER, AND PLACEMENT PATTERN OF ALL ANCHOR RODS AND EMBED

PLATES SHALL BE DETERMINED BY THE MODULAR BUILDING MANUFACTURER.

H. USE PINNED COLUMN AND WALL BASES THROUGHOUT THE BUILDING SYSTEM.

I. THE MODULAR BUILDING SHALL BE DESIGNED BY THE MANUFACTURER TO RESIST

LATERAL LOADS VIA SHEAR WALLS AND/OR BRACED FRAMES INDICATED ON PLAN.

J. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STEEL MEMBERS EXPOSED TO

EXTERIOR CONDITIONS SHALL BE HOT DIPPED GALVANIZED OR RECEIVE A HIGH

PERFORMANCE PROTECTIVE PAINT.

K. THE BUILDING ERECTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING.

L. ALL MATERIALS SHALL COMPLY WITH ASTM MINIMUMS NOTED IN APPROPRIATE

GENERAL NOTES AND SPECIFICATION SECTION PROVIDED.

M. DELIVER PREFABRICATED COMPONENTS SUCH THAT THEY WILL NOT BE DAMAGED OR

DEFORMED. EXERCISE CARE IN UNLOADING AND STORING TO PREVENT DAMAGE TO

STRUCTURAL AND ARCHITECTURAL COMPONENTS.

N. REFER TO ARCHITECTURAL FOR ADDITIONAL MODULAR BUILDING DESIGN

REQUIREMENTS.

5. WHERE MEMBER LOCATIONS ARE NOT SPECIFICALLY DIMENSIONED, MEMBERS ARE

EITHER LOCATED ON COLUMNS LINES OR ARE EQUALLY SPACED BETWEEN LOCATED

MEMBERS.

6. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR SPECIFIED ON THE

DRAWINGS OR IN THE SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE

SAME CHARACTER AS SHOWN OR SPECIFIED IN SIMILAR CONDITIONS.

B. DRAWING CONFLICTS

1. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL AND

STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCY BETWEEN EACH SET OF

DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER

PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS.

C. CONFLICTS IN STRUCTURAL REQUIREMENTS

1. WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURAL

CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, AND

SPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE

ENGINEER, SHALL GOVERN.

D. ADJACENT BUILDINGS AND PROPERTY

1. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION METHODS

USED WILL NOT CAUSE DAMAGE TO THE ADJACENT BUILDINGS AND PROPERTY. THIS

SHALL INCLUDE ALL FOUNDATION INSTALLATION.

E. RESPONSIBILITY OF THE CONTRACTOR FOR STABILITY OF THE STRUCTURE DURING

CONSTRUCTION

1. ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE

STRUCTURAL ENGINEER TO RESIST THE REQUIRED CODE VERTICAL AND LATERAL

FORCES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. THE

ABILITY OF THE STRUCTURAL FRAME TO RESIST THE REQUIRED CODE FORCES

DERIVES FROM THE COMPLETE INSTALLATION OF THE LATERAL FORCE

RESISTING SYSTEMS AND DIAPHRAGMS DESCRIBED BELOW. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED

BRACING DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF

ALL STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS UNTIL THE

LATERAL-LOAD RESISTING OR STABILITY-PROVIDING SYSTEM IS COMPLETELY

INSTALLED AND ALL DESIGNATED CONCRETE ELEMENTS (IF ANY) HAVE REACHED

A MINIMUM OF 75% OF THEIR DESIGN STRENGTH. THIS INCLUDES DESIGNING

FOR ALL APPLICABLE TEMPORARY, CONSTRUCTION AND ENVIRONMENTAL FORCES

PER ASCE 37 INCLUDING BUT NOT LIMITED TO WIND AND SEISMIC ON THE

STRUCTURE DURING CONSTRUCTION. THE REQUIRED STRUCTURAL ELEMENTS ARE:

a. STEEL FRAMES:

1. LATERAL-FORCE RESISTING SYSTEM

a. DUAL SYSTEM, INDICATED ON THE DRAWINGS AS A COMBINATION

OF MOMENT FRAMES AND BRACED FRAMES.

F. RESPONSIBILITY OF THE CONTRACTOR FOR CONSTRUCTION LOADS

1. THE STRUCTURE HAS BEEN DESIGNED FOR THE LOADS IDENTIFIED WITHIN

THESE STRUCTURAL DRAWINGS THAT ARE ANTICIPATED TO BE APPLIED TO THE

FINAL STRUCTURE ONCE COMPLETED AND OCCUPIED. THE CONTRACTOR SHALL NOT

OVERLOAD THE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR CHECKING THE ADEQUACY OF THE STRUCTURE TO SUPPORT ANY

APPLIED CONSTRUCTION LOADS, INCLUDING THOSE DUE TO CONSTRUCTION VEHICLES

OR EQUIPMENT, MATERIAL HANDLING OR STORAGE, SHORING OR RESHORING, OR ANY

OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL SUBMIT CALCULATIONS

SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE STATE WHERE THE PROJECT

IS LOCATED VERIFYING THE ADEQUACY OF THE STRUCTURE FOR ANY PROPOSED

CONSTRUCTION LOADS THAT ARE IN EXCESS OF THE STATED DESIGN LOADS. THE

STRUCTURAL ENGINEER IS NOT RESPONSIBLE TO DESIGN OR CHECK THE STRUCTURE

FOR LOADS APPLIED TO THE STRUCTURE FOR ANY CONSTRUCTION ACTIVITY.

G. CONTRACTOR SUBSTITUTIONS

1. ANY MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL THAT ARE

DIFFERENT FROM THE MATERIAL OR PRODUCTS SPECIFIED IN THE STRUCTURAL

CONTRACT DOCUMENTS WILL BE APPROVED ONLY IF THE FOLLOWING CRITERIA ARE

SATISFIED:

a. A COST SAVINGS TO THE OWNER IS DOCUMENTED AND SUBMITTED WITH

THE REQUEST.

b. THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE

INTERNATIONAL CODE COUNCIL (ICC) AND THE ICC REPORT IS SUBMITTED WITH

THE REQUEST.

1. THE ICC ESR THAT IS SUBMITTED MUST REFERENCE THE BUILDING

CODE UNDER WHICH THE PROJECT IS PERMITTED.

2. ICC REPORTS THAT HAVE BEEN DISCONTINUED AT THE TIME OF

PRODUCT INSTALLATION WILL NOT BE ACCEPTED.

2. SUBMITTALS NOT SATISFYING THE ABOVE CRITERIA WILL NOT BE CONSIDERED.

H. MECHANICAL EQUIPMENT WEIGHTS

1. THE GENERAL CONTRACTOR SHALL SUBMIT ACTUAL WEIGHTS OF EQUIPMENT

TO BE USED IN THE PROJECT TO THE STRUCTURAL ENGINEER FOR VERIFICATION OF

LOADS USED IN THE DESIGN AT LEAST THREE WEEKS PRIOR TO FABRICATION AND

CONSTRUCTION OF THE SUPPORTING STRUCTURE.

I. THE STRUCTURAL ENGINEER’S ROLE DURING CONSTRUCTION

1. THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF, AND SHALL NOT

BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES,

OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH

THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR

ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY

OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF WALTER P.

MOORE AND ASSOCIATES IS SOLELY FOR THE PURPOSE OF BECOMING GENERALLY

FAMILIAR WITH THE PROGRESS AND QUALITY OF THE WORK COMPLETED AND

DETERMINING, IN GENERAL, IF THE WORK OBSERVED IS BEING PERFORMED IN A

MANNER INDICATING THAT THE WORK, WHEN FULLY COMPLETED, WILL BE IN

ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE

OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK

THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO

KEEP THE OWNER REASONABLY INFORMED ABOUT THE PROGRESS AND QUALITY OF THE

PORTION OF THE STRUCTURE COMPLETED.

J. MAINTENANCE STATEMENT

1. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXTEND LIFESPAN

AND TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A

PLANNED PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE BUILDING

OWNER. THIS PROGRAM SHALL INCLUDE SUCH ITEMS SUCH AS BUT NOT LIMITED TO

PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATING FOR CONCRETE, SEALANTS,

CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN

CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED TO

A SALT ENVIRONMENT OR OTHER HARSH CHEMICALS.

A. DRAWING VIEWS LABELED AS “TYPICAL”

1. PARTIAL PLANS, ELEVATIONS, SECTIONS, DETAILS, OR SCHEDULES

LABELED WITH “TYPICAL” AT THE BEGINNING OF THEIR TITLE SHALL APPLY TO

ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO

THOSE SPECIFICALLY SHOWN. THE APPLICABILITY OF THE CONTENT OF THESE

VIEWS TO LOCATIONS ON THE PLAN CAN BE DETERMINED FROM THE TITLE OF THE

VIEWS. SUCH VIEWS SHALL APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH

LOCATION. DECISIONS REGARDING APPLICABILITY OF THESE “TYPICAL” VIEWS

SHALL BE DETERMINED BY THE STRUCTURAL ENGINEER.

B. STRUCTURAL ABBREVIATIONS, SYMBOLS, AND NOTATIONS

1. REFER TO SHEET S-002 FOR ABBREVIATIONS, SYMBOLS, AND NOTATIONS USED

ON THE STRUCTURAL DRAWINGS.

2. SAWN LUMBER SPECIES AND GRADE: ALL SAWN LUMBER NOTED IN THIS PLAN

SET SHALL BE #2 GRADE DOUGLAS FIR [SPRUCE-PINE-FIR; SOUTHERN-YELLOW

PINE; HEM-FIR] UNLESS NOTED OTHERWISE IN PRE-ENGINEERED DESIGNS.

3. LAMINATED VENEER LUMBER (LVL) SHALL HAVE A MINIMUM BENDING STRESS

(“FB”) OF 2600PSI, A MINIMUM ALLOWABLE SHEAR STRESS (“FV”) OF

285PSI, AND A MODULUS OF ELASTICITY (“E”) OF 2,000KSI.

3. SHEATHING FOR HORIZONTAL DIAPHRAGMS SHALL BE EXTERIOR GRADE,

EXPOSURE I, C/D, STRUCTURAL GROUP II OR BETTER.

4. WOOD STRUCTURAL PANELS SHALL BE POSITIONED WITH FACE GRAIN

PERPENDICULAR TO SUPPORTING MEMBERS. STAGGER END JOINTS 4’-0”.

5. ROOF SHEATHING: ALL ROOF SHEATHING SHALL BE APA 40/20 SPAN RATING,

19/32” MINIMUM THICKNESS, UNLESS NOTED OTHERWISE.

6. FLOOR SHEATHING: ALL FLOOR SHEATHING SHALL BE 23/32” MINIMUM

THICKNESS TONGUE & GROOVE, UNLESS NOTED OTHERWISE.

7. ALL WOOD STRUCTURAL MATERIALS SHALL BE MARKED BY A GRADING AGENCY

RECOGNIZED BY THE AMERICAN FOREST & PAPER ASSOCIATION. MARKINGS

SHOULD SHOW GRADE, SPECIES, MANUFACTURER, AND MOISTURE CONTENT, AND

SHALL MEET THE REQUIREMENTS OF PRODUCT STANDARD PS-1.

B. FASTENERS AND CONNECTIONS

1. ALL NAILING NOT INDICATED ON THE DRAWINGS SHALL CONFORM TO THE

NAILING SCHEDULE OF THE GOVERNING BUILDING CODE AND PRE-ENGINEERED

DESIGNS.

2. ALL FASTENERS USED OUTSIDE OF ANY WATERPROOFING MEMBRANE SHALL BE

HOT-DIPPED GALVANIZED AFTER FABRICATION AND MEET EITHER ASTM A123 OR

ASTM A153 OR SHALL BE STAINLESS STEEL AND MEET ASTM A167.

MECHANICALLY GALVANIZED FASTENERS ARE NOT ALLOWED IN TREATED LUMBER,

3. ANY REACTIONS NOTED ON THE PLANS ARE BASED ON SERVICE LOADS AND ARE

INTENDED FOR USE WITH THE ALLOWABLE STRESS DESIGN METHOD.

4. BOLT HOLES THROUGH WOOD SHALL BE 1/16” GREATER THAN SPECIFIED BOLT

SIZE.

5. NAILING INSTALLATION AND MATERIALS SHALL COMPLY WITH THE “NATIONAL

DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2015 EDITION).”

6. ALL NAIL SIZES ON THESE PLANS REFER TO COMMON NAILS, UNLESS NOTED

OTHERWISE. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NAILS

HAVE A SHANK DIAMETER EQUAL TO OR GREATER THAN THE SPECIFIED COMMON

NAIL SIZE.

7. ALL METAL HARDWARE FOR FASTENING WOOD LUMBER SHALL BE MANUFACTURED

BY THE MANUFACTURER SPECIFIED ON THE PLANS. ALTERNATES SHALL BE

APPROVED BY THE EOR PRIOR TO SUPPLY AND INSTALLATION.

8. ALL METAL HARDWARE SHALL BE INSTALLED ACCORDING TO MANUFACTURER’S

RECOMMENDATIONS UNLESS NOTED OTHERWISE.

10. NAIL WALL AND ROOF SHEATHING TO SUPPORT MEMBERS WITH 8D NAILS AT 6”

ON CENTER AT EDGES AND 8D NAILS AT 12” ON CENTER IN FIELD, UNLESS

NOTED OTHERWISE.

11. GLUE AND NAIL FLOOR SHEATHING TO SUPPORT MEMBERS WITH 8D NAILS AT 6”

ON CENTER AT EDGES AND 8D NAILS AT 12” ON CENTER IN FIELD, UNLESS

NOTED OTHERWISE.

C. INCISING

1. INCISING OR NOTCHING OF STRUCTURAL LUMBER TO ALTER MEMBER CURVATURE

OR TO STRAIGHTEN MEMBER IS PROHIBITED EXCEPT WHERE DIRECTED BY THE

ENGINEER OF RECORD.

PART VII - LIGHT FRAME WOOD FRAMING

A. MATERIAL

1. TREATED SAWN LUMBER: ALL SAWN LUMBER EXPOSED TO LIQUID WATER OR IN

DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE AMERICAN WOOD

PROTECTION ASSOCIATION (AWPA) APPROVED UC3B GRADE PRESSURE TREATED

UNLESS NOTED OTHERWISE. LUMBER IN CONTACT WITH GROUND OR FRESH WATER

SHALL BE AWPA APPROVED UC4A GRADE PRESSURE TREATED.

PART IV - CONCRETE MASONRY

A. SCOPE

1. REFER TO ARCHITECT’S DRAWINGS FOR THE EXTENT OF MASONRY WALLS.

NON-LOADBEARING WALLS MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS.

2. REINFORCED CONCRETE MASONRY SHALL BE USED AS BACK-UP FOR EXTERIOR BRICK

WALLS AND ELSEWHERE AS INDICATED ON THE DRAWINGS. SEE ARCHITECTURAL WALL

SECTIONS.

3. PROVIDE ONE-COURSE HORIZONTAL BOND BEAM REINFORCE WITH 1-#5 CONTINUOUS

AT EVERY FLOOR LEVEL, ROOF LEVEL, AND PARAPET, MINIMUM.

B. CONCRETE MASONRY UNITS

1. CONCRETE STRENGTH OF MASONRY UNITS (BASED ON NET AREA) SHALL BE 1,900

PSI MINIMUM.

2. UNITS SHALL CONFORM TO ASTM C 55 OR ASTM C 90 AND SAMPLED IN ACCORDANCE

WITH ASTM C 140.

C. MORTAR

1. USE ONLY PORTLAND CEMENT/LIME, TYPE S, MORTAR CONFORMING TO ASTM C 270.

PROVIDE AN AVERAGE COMPRESSIVE STRENGTH AT 28 DAYS OF 1,800 PSI MINIMUM.

D. GROUT

1. MIX DESIGNS:

a. FOR FILLING SPACES 4” OR LARGER IN BOTH HORIZONTAL DIRECTIONS, USE

“COARSE GROUT” WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.

THE GROUT SHALL BE TESTED IN ACCORDANCE WITH ASTM C1019. FOR FILLING

SPACES LESS THAN 4” IN ONE OR BOTH HORIZONTAL DIRECTIONS, USE

“FINE GROUT” PROPORTIONED PER ASTM C 476.

b. USE 3,000 PSI NORMALWEIGHT CONCRETE FOR FILLING SPACES 10” AND

LARGER IN BOTH DIRECTIONS. THE GROUT SHALL BE TESTED IN ACCORDANCE

WITH ASTM C 1019.

c. ALL GROUT MIX DESIGN SUBMITTALS SHALL INCLUDE THE RESULTS OF THE

TESTS PERFORMED IN ACCORDANCE WITH ASTM C 1019.

d. SLUMP RANGE AT POINT OF FINAL DISCHARGE: 8” TO 11”.

e. THE USE OF AIR ENTRAINING ADMIXTURES IS NOT ALLOWED.

E. MINIMUM REINFORCEMENT FOR CONCRETE MASONRY UNITS

1. REINFORCING STEEL IN CONCRETE MASONRY CONSTRUCTION: ASTM A 615, GRADE 60.

2. PROVIDE VERTICAL REINFORCEMENT IN CELLS OF CONCRETE MASONRY UNITS (FULLY

EMBEDDED IN GROUT) AS SHOWN ON THE PLANS AND OTHER DETAILS. MINIMUM

REINFORCEMENT OF INTERIOR AND EXTERIOR MASONRY SHALL BE AS FOLLOWS:

a. 1-#5 AT A MAXIMUM SPACING OF 48 INCHES

b. 1-#5 AT EACH CORNER

c. 1-#5 AT EACH SIDE OF OPENINGS UP TO 12 FEET WIDE

d. 2-#5 OR 1-#7 AT BOTH SIDES OF OPENINGS OVER 12 FEET WIDE

e. HEAVIER REINFORCEMENT MAY BE REQUIRED BY PLAN NOTES OR DETAILS IN

THE DRAWINGS.

3. MINIMUM LAP OF ALL REINFORCING STEEL SHALL BE AS FOLLOWS:

a. #5: 30 INCHES

b. #6: 36 INCHES

c. #7: 42 INCHES

REFER TO DETAILS AND SCHEDULES FOR OTHER LAP SPLICE LENGTH REQUIREMENTS.

DO NOT LAP VERTICAL REINFORCEMENT AT INTERSECTING BOND BEAMS.

REINFORCEMENT SHALL BE CONTINUOUS THROUGH INTERSECTING BOND BEAMS.

4. PROVIDE HORIZONTAL REINFORCEMENT IN BED JOINTS EVERY OTHER COURSE

(MAXIMUM 16” SPACING) IN TYPICAL WALLS AND IN EVERY COURSE (MAXIMUM 8”

SPACING) IN PARAPETS AND CANTILEVERED WALLS.

5. TERMINATION OF REINFORCING STEEL:

a. ALL VERTICAL REINFORCEMENT SHALL HAVE STANDARD HOOK INTO BOND BEAM.

TERMINATE AT HIGHEST BOND BEAM IF MASONRY DOES NOT EXTEND TO ROOF

OR GROUTED CELL IS NOT CONTINUOUS TO ROOF. HOOK SHALL EXTEND TO THE

UPPERMOST HORIZONTAL REINFORCEMENT OF THE BOND BEAM AND HAVE A

MINIMUM EMBEDMENT OF 6”.

b. ALL HORIZONTAL REINFORCEMENT AT ENDS OF BOND BEAMS SHALL HAVE

STANDARD HOOK INTO VERTICAL GROUTED CELL. PROVIDE CORNER BARS

SUCH THAT HORIZONTAL REINFORCEMENT IS CONTINUOUS AROUND CORNERS.

F. REINFORCING STEEL COVERAGE

1. COVER TO REINFORCING STEEL WITHIN MASONRY ELEMENTS SHALL NOT BE LESS

THAN THE FOLLOWING:

a. EXPOSED TO EARTH OR WEATHER: 2” (#6 AND LARGER BARS), 1.5” (#5 AND

SMALLER BARS).

b. NOT EXPOSED TO EARTH OR WEATHER: 1.5”

c. LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED

IN MORTAR OR GROUT WITH A MINIMUM COVER OF 5/8” WHEN EXPOSED TO

EARTH AND WEATHER AND 1/2" WHEN NOT EXPOSED TO EARTH OR WEATHER.

G. CONTROL JOINTS

1. CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION

AT 20 FT ON CENTER.

H. STABILITY AND BRACING OF MASONRY WALLS DURING CONSTRUCTION

1. ALL MASONRY WALLS SHOWN ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS

HAVE BEEN DESIGNED TO RESIST THE REQUIRED CODE VERTICAL AND LATERAL

FORCES APPLIED TO THEM IN THE FINAL CONSTRUCTED CONFIGURATION ONLY

ASSUMING FULL BRACING TOP, BOTTOM, AND/OR SIDE OF WALL AS SHOWN. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY AND ADEQUATELY BRACE ALL

MASONRY WALLS AT ALL STAGES DURING CONSTRUCTION TO RESIST ERECTION

LOADS AND LATERAL LOADS THAT COULD POSSIBLY BE APPLIED PRIOR TO COMPLETION

OF CONSTRUCTION.

PART X - MISCELLANEOUS

A. CONTRACT DOCUMENTS

1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL

CONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH

DOCUMENTS TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO

THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY STRUCTURAL

MEMBERS, AND ERECTION IN THE FIELD.

2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT

THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO

NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR

SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY

RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES,

TECHNIQUES, AND SEQUENCE.

3. OPENINGS THROUGH FLOORS, ROOFS, AND WALLS FOR DUCTS, PIPING,

AND/OR CONDUIT SHALL BE COORDINATED BY THE CONTRACTOR. CONTRACTOR

SHALL VERIFY SIZES AND LOCATIONS OF HOLES AND OPENINGS WITH THE

MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS

AND THE RESPECTIVE SUBCONTRACTORS.

4. REFER TO DRAWINGS OTHER THAN STRUCTURAL FOR COMPLETE

INFORMATION INCLUDING: TYPES OF FLOOR SLAB FINISHES AND THEIR

LOCATIONS, FLOOR SLAB DEPRESSIONS AND CURBS, OPENINGS IN

STRUCTURAL WALLS, ROOFS AND FLOORS REQUIRED BY…