I.B.08.2_21R0034 USDA-ARS Kerrville RFP Pkg4 B995 & B996 Drawings.pdf

S

A D

U

NO. DATE BY DESCRIPTION

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

FACILITIES DIVISION

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research

Agricultural

Service

J. DELAY

64019927

K. LOHMEYER

C. MATHER

DR. L. WURZBERGER

SOLICITATION NO: W9126G21R0012

P. PLEISS

S. HELGREN

B995 & B996 MAINTENANCE SHOPS

COVER PAGE

G-000

12 FEB 2021

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECT RESEARCH LABORATORY

CIVIL - ARCHITECTURAL - STRUCTURAL - FIRE PROTECTION

PLUMBING - MECHANICAL - ELECTRICAL - TELECOMMUNICATIONS

MERRICK & COMPANY

5970 GREENWOOD PLAZA BLVD.

GREENWOOD VILLAGE, CO 80111-4703

(303) 751-0741

PACKAGE 4 OF 5: BUILDINGS 995 & 996 – MAINTENANCE SHOPS

KERRVILLE, TX

DRAWING PACKAGES

PACKAGE 1: SITEWORK & UTILITIES

PACKAGE 2: BUILDING B998 – ADMINISTRATION & LABORATORIES

PACKAGE 3: BUILDING B997 – FLY & TICK RESEARCH

PACKAGE 4: BUILDINGS B995 & B996 – MAINTENANCE SHOPS

PACKAGE 5: BUILDING B994 – STANCHION BARN & ANCILLARY STRUCTURES

(SEE PACKAGE 1 FOR ADDITIONAL SITEWORK AND UTILTY INFORMATION)

DRAWING INDEX

SHEET

NUMBER SHEET NAME

ELECTRICAL

E-001 ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS

EL101 ELECTRICAL LIGHTING PLAN - MAINTENANCE SHOP B995

EL102 ELECTRICAL LIGHTING PLAN - MAINTENANCE SHOP B996

EL501 ELECTRICAL LIGHTING DETAILS

EL601 ELECTRICAL LIGHTING SCHEDULES

EP101 ELECTRICAL POWER PLAN - MAINTENANCE SHOP B995

EP102 ELECTRICAL POWER PLAN - MAINTENANCE SHOP B996

EP601 ELECTRICAL POWER ONE-LINE DIAGRAM AND DETAILS

EP602 ELECTRICAL SCHEDULES

EG101 ELECTRICAL GROUNDING AND LIGHTNING PROTECTION PLAN

EG501 ELECTRICAL GROUNDING DETAILS

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS LEGEND, NOTES, AND ABBREVIATIONS

T-101 TELECOMMUNICATIONS PLAN - MAINTENANCE SHOP B995

T-102 TELECOMMUNICATIONS PLAN - MAINTENANCE SHOP B996

T-601 TELECOMMUNICATIONS RISER AND DETAILS

SECURITY

TY001 SECURITY LEGEND, NOTES, AND ABBREVIATIONS

TY101 SECURITY PLAN - MAINTENANCE SHOP B995

TY102 SECURITY PLAN - MAINTENANCE SHOP B996

TY501 SECURITY DETAILS

TY601 SECURITY RISER DIAGRAMS

DRAWING INDEX

SHEET

NUMBER SHEET NAME

FIRE ALARM

FA001 FIRE ALARM LEGEND, NOTES, AND ABBREVIATIONS

FA101 FIRE ALARM PLAN - MAINTENANCE SHOP B995

FA102 FIRE ALARM PLAN - MAINTENANCE SHOP B996

FA601 FIRE ALARM RISER DIAGRAM AND DETAILS

PLUMBING

P-001 PLUMBING LEGEND & ABBREVIATIONS

P-100 PLUMBING UNDERSLAB PLAN

P-101 PLUMBING FLOOR PLAN

P-401 ENLARGED PLUMBING PLAN

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING ISOMETRICS

MECHANICAL

M-001 MECHANICAL LEGEND & ABBREVIATIONS

M-002 MECHANICAL GENERAL NOTES

M-101 MECHANICAL FIRST FLOOR OVERALL PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-700 CONTROLS LEGEND AND NOTES

M-701 BUILDING B995 - CONTROLS

M-702 BUILDING B996 - CONTROLS

DRAWING INDEX

SHEET

NUMBER SHEET NAME

GENERAL

G-000 COVER PAGE

G-100 CODE PLANS

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES - SHEET 2

S-101 FOUNDATION PLAN

S-501 TYPICAL CONCRETE SECTIONS AND DETAILS

S-601 WIND LOAD DIAGRAMS

ARCHITECTURE

A-001 GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

A-010 PROGRAM PLAN

A-011 SITE PLANS

A-101 FLOOR & ROOF PLANS - SHOP B995

A-102 FLOOR & ROOF PLANS - B996

A-111 REFLECTED CEILING PLAN

A-201 EXTERIOR ELEVATIONS - B995

A-202 EXTERIOR ELEVATIONS - B995

A-203 EXTERIOR ELEVATIONS - B996

A-301 BUILDING SECTIONS

A-302 WALL SECTIONS

A-400 SIGN TYPES & DOOR SCHEDULE

A-401 FINISH PLAN - SHOP B995 & B996

A-410 INTERIOR ELVATIONS

A-411 INTERIOR ELEVATIONS

A-451 EQUIPMENT PLAN

A-501 DETAILS

A-601 PARTITION TYPES AND DETAILS

SOLICITATION NUMBER: W9126G21R0012

0 02-12-21 AR ISSUED FOR CONSTRUCTION

W9126G21R0034

2.12.2021

SOLICITATION NUMBER: W9126G21R0034

1715 SF

STORAGE / S-1

1517 SF

SHOP / U

S F

B A

T T

E R

Y

S -1

OCCUPANCY USE GROUPS

S-1

U

STORAGE - MODERATE HAZARD 500 SF/PER 1,812 GSF 4 OCC.

UTILITY - AGRICULTURAL USES 300 SF/PER 1,517 GSF 6 OCC.

TOTALS: 3,329 GSF 10 OCC.

ES

EW

FE

FEEXIT EXIT

C O

M M

O N

P A

T H

E X

IT

P

A T

H

32"

69"

1"32"

69"

1"

O.H. DOOR O.H. DOOR

SIZE AND QUANTITIES OF BATTERIES

STORED/CHARGED HERE DO NOT EXCEED

MIN. LIMITS (PER INFO PROVIDED BY

OWNER). FIRE RATING AND SPECIAL

VENTILATION ARE NOT REQUIRED.1436 SF

METAL SHOP / U

2058 SF

WOOD SHOP / U

28 SF

SHW. / B

45 SF

MECH. / B+

150 SF

WORK / B

54 SF

TOILET / B

S F

L O

C K

E R

B

90 SF

JAN. / B+

113 SF

OFF. / B

112 SF

OFF. / B

OCCUPANCY USE GROUPS

B

B+

U

BUSINESS 150 SF/PER 713 GSF 5 OCC.

BUSINESS - ACCESSORY USE. 300 SF/PER 135 GSF 1 OCC.

(M.E.P. SPACES, ETC.)

UTILITY - AGRICULTURAL USES 300 SF/PER 3,542 GSF 12 OCC.

TOTALS: 4,390 GSF 18 OCC.

ES

EW

ES

EW

E X

IT

E X

IT

FE

FE

E X

IT

E

X

IT

E X

IT

P

A T

H 56'-0"

32"

69"

1"

32"

69"

1.2"

32"

34"

1.2"

O.H. DOOR

FE

O .H

D

O O

R O

.H

D O

O R

O.H. DOOR

O.H. DOOR

32"

69""

1.2"

S F

E Q

U

IP

U

WELDING IN THIS SHOP IS WITH SMALL-

SCALE EQUIPMENT, WITH QUANTITIES

OF GASES WELL BELOW ALLOWABLE

LIMITS ALLOWED BY IBC SECTION 414.

WOODWORKING IN THIS SHOP IS SMALL-

SCALE AND WILL NOT GENERATE

COMBUSTIBLE DUSTS IN SIGNIFICANT

QUANTITIES. IBC SECTION 426 DOES

NOT APPLY.

DUST COLLECTION

SYSTEM FOR WOOD SHOP

APPLICABLE CODES & STANDARDS

CITY OF KERRVILLE*:

2018 INTERNATIONAL BUILDING CODE (IBC) & LOCAL AMENDMENTS

2015 INTERNATIONAL BUILDING CODE (IBC) - STRUCTURAL DESIGN

2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) & LOCAL AMENDMENTS

2018 INTERNATIONAL FIRE CODE (IFC)

2018 INTERNATIONAL FUEL GAS CODE (IFGC) & LOCAL AMENDMENTS

2018 INTERNATIONAL MECHANICAL CODE (IMC) & LOCAL AMENDMENTS

2018 INTERNATIONAL PLUMBING CODE (IPC) & LOCAL AMENDMENTS

2017 NFPA-70 - NATIONAL ELECTRICAL CODE (NEC) & LOCAL AMENDMENTS

* NOTE: CODES PRESENTLY ADOPTED BY CITY OF KERRVILLE ARE BASED ON 2006 AND

2008 EDITIONS. CITY OFFICIALS HAVE REPORTED THAT CURRENT EDITIONS (2017,

2018, ETC.) ARE SCHEDULED TO BE ADOPTED BY THE CITY IN EARLY 2021.

STRUCTURAL DESIGN FOLLOWS IBC-2015 PER GSA/USDA ADOPTED STANDARDS.

STATE OF TEXAS:

2012 TEXAS ACCESSIBILITY STANDARDS

ADDITIONAL USDA-ARS REQUIRED CODES & STANDARDS:

AMERICANS WITH DISABILITIES ACT (ACT)

ARCHITECTURAL BARRIERS ACT (ABA)

2012 ANSI-Z9.5 - LABORATORY VENTILATION

2014 ANSI Z358.1 - EMERGENCY EYEWASH & SHOWER EQUIPMENT

2018 NATIONAL STANDARD PLUMBING CODE (NSPC)

2018 NFPA-1 - NATIONAL FIRE CODE

2018 NFPA-4 - INTEGRATED FIRE PROTECTION & LIFE SAFETY SYSTEMS

2018 NFPA-10 - PORTABLE FIRE EXTINGUISHERS

2019 NFPA-13 - SPRINKLER SYSTEMS

2019 NFPA-24 - PRIVATE FIRE SERVICE MAINS & APPURTENANCES

2018 NFPA-30 - FLAMMABLE & COMBUSTIBLE LIQUIDS CODE

2019 NFPA-45 - FIRE PROTECTION FOR LABORATORIES

2018 NFPA-54 - NATIONAL FUEL GAS CODE [ANSI-Z223.1]

2020 NFPA-55 - COMPRESSED GASES AND CRYOGENIC FLUIDS

2019 NFPA-72 - NATIONAL FIRE ALARM & SIGNALING CODE

2019 NFPA-80 - FIRE DOORS AND OTHER OPENING PROTECTIVES

2018 NFPA-90A - AIR CONDITIONING & VENTILATION SYSTEMS

2018 NFPA-101 - LIFE SAFETY CODE (FOR EGRESS DOOR LOCKS)

2019 NFPA-110 - EMERGENCY & STANDBY POWER SYSTEMS

2019 NFPA-150 - FIRE & LIFE SAFETY IN ANIMAL FACILITIES

2007 NFPA-704 - IDENTIFICATION OF HAZARDS OF MATERIALS FOR

EMERGENCY RESPONSE

2020 NFPA-731 - INSTALLATION OF ELECTRONIC PREMISES SECURITY

2020 NFPA-780 - LIGHTNING PROTECTION SYSTEMS

V1.4 GREEN BUILDING INSTITUTE (GBI) - GREEN GLOBES

EXIT SIGN; REFER TO ELECTRICAL

DRAWINGS

DOOR EGRESS TAGS:

OCCUPANTS EXITING

CALCULATED EGRESS WIDTH REQUIRED

WIDTH PROVIDED

COMPONENT MINIMUM WIDTH REQUIRED32"

34"

29.6"

EXIT PATH

FE

COMMON PATH OF TRAVEL

FIRE EXTINGUISHER (SURFACE)

LIFE SAFETY LEGEND

BUILDING SUMMARY

NON-SEPARATED MIXED USE, SINGLE-STORY BUILDINGS, SLAB-ON-GRADE AND PRE-

ENGINEERED STEEL-FRAMED STRUCTURE.

USE & OCCUPANCY (IBC-303, 304, 311, 508.2)

• USE GROUP 'B' BUSINESS (SECONDARY USE)

• USE GROUP 'S-1' STORAGE (ACCESSORY USE <10% TOTAL AREA)

• USE GROUP 'U' UTILITY / AGRICULTURAL (IBC RESTRICTIVE USE)

CONSTRUCTION TYPE: II-B (IBC TABLE 601)

STRUCTURAL FRAME 0 HR

BEARING WALLS 0 HR

NON-BEARING WALLS 0 HR

FLOOR CONSTRUCTION NA

ROOF CONSTRUCTION 0 HR

EXTERIOR WALLS NOT RATED FOR SEPARATION >30' (IBC TABLE 602)

ALLOWABLE HEIGHT: 55-FT (IBC TABLE 504.3, USES 'B' & 'U')

ACTUAL MAX HEIGHT: 19'-3"

ALLOWABLE STORIES: 2 (IBC TABLE 504.4, USE 'U')

ACTUAL STORIES: 1

ALLOWABLE FLOOR AREA: 8,500 GSF (IBC TABLE 506.2, USE 'U')

(ALLOWANCE INCREASES NOT USED)

ACTUAL MAX FLOOR AREA: 4,390 & 3,331 GSF

USE SEPARATION BETWEEN 'B' AND 'U' NOT REQUIRED; MOST RESTRICTIVE

USE/OCCUPANCY CONDITIONS APPLIED. (IBC 508.3.1)

SEPARATION OF INCIDENTAL USES: (IBC TABLE 509)

FURNACE / BOILER ROOMS OVER 400,000 BTU 1-HR

BOILER ROOMS >15 PSI & 10 HP NA

ELEC. ROOMS PER NFPA-70

BATTERY STORAGE (< ALLOWALBE LIMITS) NO RATING REQUIRED

INTERIOR REQUIREMENTS

COMBUSTIBLE MATERIALS IN CONCEALED SPACES ARE ALLOWED WHEN:

• BLOCKING (IBC-603.1.14)

• NAILING & FURRING STRIPS (IBC-603.1.18)

• EXPOSED IN PLENUMS AND COMPLYING WITH THE I.M.C.-602 (IBC-718.5.2)

• CLASS 'A' INTERIOR FINISHES (IBC-718.5.3)

• PIPING INSTALLED PER THE I.M.C. AND I.P.C. (IBC-718.5.5)

CONCEALED INSULATION MATERIALS (IBC-720.2):

• FLAME SPREAD <25

• SMOKE-INDEX <450

MINIMUM INTERIOR FINISH CLASS (IBC TABLE 803.13)

CORRIDORS ROOMS

• USE GROUP 'B' B C

• USE GROUP 'S' C C

• USE GROUP 'U' NO RESTRICTIONS

CLASS B: FLAME SPREAD 26-75 SMOKE INDEX 0-450

CLASS C: FLAME SPREAD 76-200 SMOKE INDEX 0-450

FIRE EXTINGUISHERS ARE REQUIRED FOR BUILDING AND ARE PROVIDED PER

NFPA-10.

ORIDINARY HAZARDS: MIN. RATING "2-A" PER EXTINGUISHER

MAX. AREA PER 'A' 1,500 SF

MAX. AREA PER F.E. 11,250

MAX. TRAVEL DIST. 75 FT

EGRESS REQUIREMENTS

EGRESS SIZES -- DOORS, ETC.: 0.20" PER OCC. (IBC-1005.3.2)

MAX. TRAVEL DISTANCES (IBC TABLES 1006.2.1 & 1017.2)

'B' USE: 75 FT COMMON PATH 200 FT TOTAL TRAVEL

'S-1' USE: 100 FT COMMON PATH 200 FT TOTAL TRAVEL

'U' USE: 75 FT COMMONG PATH 300 FT TOTAL TRAVEL

CORRIDORS DO NOT SERVE OCCUPANT LOAD GREATER THAN 30 AND ARE NOT

REQUIRED TO BE FIRE-RATED 1-HR. (IBC TABLE 1020.1)

DEAD-END CORRIDORS ARE LIMITED TO 20'-0" MAX. (IBC-1020.4)

DOORS WITH SECURITY CONTROL ALWAYS ALLOW FREE EGRESS VIA THE

MECHANICAL DOOR HARDWARE SETS.

FIXTURE REQUIREMENTS (COMBINED)

TOTAL OCCUPANT COUNTS: 28 (14 M & 14 W)

• USE GROUP 'B' 6 (3 MEN & 3 WOMEN)

• USE GROUP 'S' 4 (2 MEN & 2 WOMEN)

• USE GROUP 'U' 18 (9 MEN & 9 WOMEN)

MIN. FIXTURES: WC - MEN WC - WOMEN LAVS DF

• USE GROUP 'B' 1 / 25 1 / 25 1 / 40 1 / 100

• USE GROUP 'S-1' 1 / 100 1 / 100 1 / 100 1 / 1000

• USE GROUP 'U' -- NO MIN. REQUIREMENTS FOR THIS USE

MIN. REQUIRED CALCULATIONS:

'B' 3 M & W 0.12 0.12 0.08 EA 0.06

'S-1' 2 M & W 0.02 0.02 0.02 EA 0.00

'U' 9 M & W NA NA NA NA

MIN. TOTALS: 0.14 (1) 0.14 (1) 0.10 (1) EA 0.06 (1)

PROVIDED: 1 WC* 1 LAV* NA**

* CALCUALTED OCCUPANT LOAD EXCEEDS THE THRESHOLD FOR

SEPARATE FACILITIES (IBC-2902.2-EX.4). HOWEVER, ACTUAL USE OF

THESE BUILDINGS INVOLVES LESS THAN 20 OCCUPANTS.

• SEPARATE CODE VARIANCE REQUEST LETTERS ARE SUBMITTED FOR

THESE FACILITIES.

** FILTERED WATER IS PROVIDED AT WORK ROOM SINK. INTERIOR SHOP

ENVIRONMENTS ARE TOO DIRTY FOR D.F. TO BE FEASIBLE.

B996 SHOP

B

S H

O P

73' - 4"

47' - 0"

P R

O P

E R

T Y

L

IN

E

' S E

T B

A C

K

' S E

C U

R

IT

Y

E

T B

A C

K

GAS

METER

5 5

DUST

COLLECTOR

ELEC.

TRANS.

F.H.

R = 300' - 0" R = 150' - 0"

A/C

UNIT

PROPERTY LINE

20' SETBACK

50' SECURITY

SETBACK

ASHRAE 90.1 2013 SUMMARY

NON-SEPARATED MIXED USE, SINGLE-STORY BUILDINGS, SLAB-ON-GRADE AND PRE-ENGINEERED

STEEL-FRAMED STRUCTURE.

COMPLIANCE:

THE BUILDING ENVELOPE SHALL COMPLY WITH SECTION 5.1, 5.4, 5.7, 5.8, AND INSTALLATION

REQUIREMENTS AND SECTION 5.5

CLIMATE ZONE:

KERR COUNTY IS WITHIN CLIMATE ZONE 3B

PRESCRIPTIVE BUILDING ENVELOPE OPTION

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 3 (A,B,C) (TABLE 5.5-3)

NONRESIDENTIAL SEMIHEATED

ROOF ASSEMBLY MAX. / MIN. R-VALUE ASSEMBLY MAX. / MIN. R-VALUE

METAL BUILDING U-0.041 R-10 + R-19 FC U-0.096 R-16

PROVIDED: U-0.0223 R-44.84 U-0.0223 R-44.84

WALL ASSEMBLY MAX. / MIN. R-VALUE ASSEMBLY MAX. / MIN. R-VALUE

METAL BUILDING U-0.094 R-0 + R-9.8 C.I. U-0.162 R-13

PROVIDED: U-0.0328 R-30.49 U-0.0328 R-30.49

WALL, BELOW GRADE ASSEMBLY MAX. / MIN. R-VALUE ASSEMBLY MAX. / MIN. R-VALUE

BELOW-GRADE WALL NR NR

SLAB-ON-GRADE FLOORS ASSEMBLY MAX. / MIN. R-VALUE ASSEMBLY MAX. / MIN. R-VALUE

UNHEATED F-0.730 NR F-0.730 NR

PROVIDED: F-0.71 - F-0.71 -

OPAQUE DOORS ASSEMBLY MAX. R-VALUE ASSEMBLY MAX. R-VALUE

SWINGING U-0.700 U-0.700

PROVIDED: U-0.700 U-0.700

NON-RESIDENTIAL

VERTICAL FENESTRATION ASSEMBLY MAX U. / ASSEMBLY MAX. SHGC / ASSEMBLY MIN. VT/SHGC

METAL FRAMING, FIXED 0.50 0.25 1.10

PROVIDED (VITRO): 0.28 0.16 1.18

SEMIHEATED

VERTICAL FENESTRATION ASSEMBLY MAX U. / ASSEMBLY MAX. SHGC / ASSEMBLY MIN. VT/SHGC

METAL FRAMING, FIXED 1.20 NR NR

PROVIDED (VITRO): 0.28 0.16 1.18

AIR BARRIER DESIGN (5.4.3.1.1)

*NOTE-B995 OFFICE SUITE LOCATION ONLY - AIR BARRIER INTEGRATED PER INSULATED METAL PANEL WALL TYPE. JOINTS, INTERCONNECTIONS, AND PENETRATIONS OF INSULATED PANEL ARE DETAILED ON WALL SECTIONS AND DETAIL SHEETS. CONTINOUS AIR BARRIER EXTENDS OVER WALLS AT OFFICE PORTION ONLY AT B995. DESIGNED TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT, AND MECHANICAL VENTILATION. PER APPENDIX G, WHOLE-BUILDING LEAKAGE TEST

NOT REQUIRED AS THIS ESTABLISHES A METHOD FOR GAINING CREDIT FOR BUILDINGS THAT

UNDERGO THE WHOLE BUILDING TEST.

ACCEPTABLE MATERIALS AND ASSEMBLIES (5.4.3.1.3)

CONTINOUS AIR BARRER MATERIALS AND ASSEMBLIES FOR THE OPAQUE BUILDING ENVELOPE

COMPLY WITH REQUIREMENT (a.); REFER TO DETAILS.

FENESTRATION AND DOORS (5.4.3.2)

AIR LEAKAGE FOR FENESTRATION AND DOORS SHALL BE DETERMINED BY A LABORATORY

ACCREDITED THIRD PARTY BY A NATIONALLY RECOGNIZED ACCREDITATION ORGANIZATION, SUCH AS

NATIONAL FENESTRATION RATING COUNCIL PROVIDED BY MANUFACTURER.

VESTIBULES (5.4.3.4)

NOT APPLICABLE PER EXCEPTION (5.4.3.4)(5.) BUILDING ENTRANCES IN BUILDINGS THAT ARE LOCATED IN CLIMATE ZONE 3, LESS THAN FOUR STORIES ABOVE GRADE, AND LESS THAN 10,000 SF IN GROSS

CONDITIONED FLOOR AREA.

OPAQUE AREAS (5.5.3)

ALL OPAQUE WALL AND ROOF AREAS COMPLY WITH METHOD (a.) MINIMUM RATED R-VALUE OF INSULATION FOR THE THERMAL RESISTANCE OF THE ADDED INSULATION IN FRAMING CAVITIES AND

CONTINOUS INSULATION ONLY. REFER TO BUILDING ENVELOPE REQUIREMENTS TABLE ABOVE.

ROOF SOLAR REFLECTANCE AND THERMAL EMITTANCE (5.5.3.1.1)

NOT APPLICABLE PER EXCEPTION (5.5.3.1.1)(5.) OF HAVING A LOW-SLOPED METAL BUILDING ROOF

(3:12) IN CLIMATE 3.

SUBMITTALS (5.7)

AHJ MAY REQUIRE SUBMITTAL ON COMPLIANCE IN ACCORDANCE WITH 4.2.2

4.2.2.1 CONSTRUCTION DETAILS

4.2.2.2 SUPPLEMENTAL INFORMATION

4.2.2.3 MANUALS

SUBSTANTIAL CONTACT (5.8.1.5)

CONTRACTOR SHALL INSTALL INSULATION IN A PERMANENT MANNER IN SUBSTANTIAL CONTACT WITH

THE INSIDE SURFACE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS FOR THE

FRAMING SYSTEM USED.

S

A D

U

NO. DATE BY DESCRIPTION

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

FACILITIES DIVISION

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research

Agricultural

Service

J. DELAY

64019927

K. LOHMEYER

C. MATHER

DR. L. WURZBERGER

SOLICITATION NO: W9126G21R0012

F. DE LUNA

S. HELGREN

B995 & B996 MAINTENANCE SHOPS

CODE PLANS

G-100

12 FEB 2021

1/8" = 1'-0"1

CODE PLAN - SHOP B996

1/8" = 1'-0"2

CODE PLAN - SHOP B995

0 2' 4' 8' 16'

0 2' 4' 8' 16'

0 10' 20' 30' 40'

NORTH

1" = 20'-0"3

SITE PLAN - MAINTENANCE SHOPS

SITE LOCATION PLAN

0 02-12-21 AR ISSUED FOR CONSTRUCTION

2.12.2021 W9126G21R0034

STRUCTURAL PLANS INDICATE ONLY THE APPROXIMATE LOCATION OF MECHANICAL,

ELECTRICAL AND OTHER EQUIPMENT, AS WELL AS THE RELATED AUXILIARY FRAMING

NECESSARY TO SUPPORT SUCH EQUIPMENT. THE FINAL POSITIONING OF THESE ITEMS

IS DEPENDENT UPON THE EQUIPMENT PROVIDED BY THE CONTRACTOR. THE

SUBCONTRACTORS AND CRAFTS IN THIS REGARD, AND PROVIDING NECESSARY

DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES INVOLVED. THE CONTRACTOR SHALL

ROOF AND FLOOR MEMBERS. BRACING MUST BE FULLY EFFECTIVE UNTIL ROOF AND

FLOOR DEAD LOADS ARE IN PLACE.

CONCRETE GRADE WALLS SHALL BE TEMPORARILY BRACED IF BACKFILL IS ONLY ON

ONE SIDE OR BACK FILLED ON BOTH SIDES SIMULTANEOUSLY, WHERE REQUIRED, TO

PREVENT DEFLECTION, CRACKING OR FAILURE OF CONCRETE GRADE WALLS.

11.

12.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN

PROVIDE TEMPORARY BRACING AS REQUIRED DURING THE ERECTION OF THE

15.

GENERAL REQUIREMENTS

CONFLICTS: NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THE

CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE

IBC 2015 AND ASCE 7.

SUBSTITUTIONS: PROVIDE MANUFACTURER'S ICC REPORTS AND A LIST OF ALL PROPOSED

SUBSTITUTIONS TO THE CONTRACTING OFFICER FOR REVIEW BEFORE FABRICATION.

SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY

PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN

PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS, BEAMS, OR

WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY STRUCTURAL MEMBER

BE CUT FOR PIPES, DUCTS ETC., UNLESS SPECIFICALLY SHOWN. OBTAIN PRIOR WRITTEN

APPROVAL FROM THE CONTRACTING OFFICER FOR INSTALLATION OF ANY ADDITIONAL

EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT,

PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED.

CONSTRUCTION LOADS: MATERIALS SHALL BE EVENLY DISTRIBUTED IF PLACED ON

FRAMED FLOORS OR ROOFS. LOADS SHALL NOT EXCEED THE ALLOWABLE LOADING

FOR THE SUPPORTING MEMBERS AND THEIR CONNECTIONS.

THE STRUCTURAL DRAWINGS ILLUSTRATE THE NEW STRUCTURAL MEMBERS, REFER

TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL

ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING THE CONSTRUCTION OF

REFER TO ARCHITECTURAL PLANS FOR FLOOR DEPRESSIONS, SLOPES, DRAINS,

CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, ETC.

REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVE AND HANGERS FOR

PIPES, DUCTS AND EQUIPMENT.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

ON DRAWINGS.

STRUCTURAL MEMBERS.

GENERAL NOTES AND TYPICAL DETAILS IN CASE OF CONFLICT.

PIPES, DUCTS, ETC.

PROCEED WITH BACKFILLING OPERATIONS IN A SAFE AND UNIFORM MANNER. SEE13.

STRUCTURAL FRAME.

SPECIFICATIONS FOR REQUIREMENTS.

DO NOT SCALE DRAWINGS.14.

IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE LOCAL

SAFETY REQUIREMENTS, AND ALL OSHA REQUIREMENTS.

16.

DESIGN REFERENCES:

ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

MAINTENANCE FLOORS....................................... 125 PSF

GROUND SNOW LOAD

EXPOSURE FACTOR Ce THERMAL FACTOR Ct IMPORTANCE FACTOR l

5 PSF

1.0

1.

A)

IBC 2015, INTERNATIONAL BUILDING CODE.B)

MINIMUM DESIGN LIVE LOADS:

FLOOR LIVE LOADS:

2.

A)

ROOF LIVE LOADS..................................................20 PSF

ROOF LIVE LOADS:B)

SNOW LOADS:3.

1.0 1.0

BASIC WIND SPEED

EXPOSURE

INTERNAL PRESSURE COEFFICIENT GCpi (BARN A)..

115 MPH

C

WIND LOADS:4.

± 0.18

RESPONSE ACCELERATION

RESPONSE ACCELERATION

SITE CLASS

SEISMIC DESIGN CATEGORY

Ss = 0.057g

SEISMIC LOADS:5.

D A

SHORT PERIOD SPECTRAL

1 SECOND SPECTRAL

S1 = 0.028g

DESIGN AND ANCHORAGE OF ALL NON-BUILDING COMPONENTS SHALL BE PER

ASCE 7 CHAPTER 13.

6.

RISK CATEGORY ............................................................ II

1.00IMPORTANCE FACTOR

RISK CATEGORY ........................................................... II

INTERNAL PRESSURE COEFFICIENT GCpi (BARN B).. ± 0.55

DESIGN CRITERIA

ABV

ADDL

HT

HSH

HSB

HORIZ

HGR

HDR

HD

(H)

GR

GLB

GALV

GA

FTG

FS

FRMG

FOS

FOM

FOC

FN

FLR

FLG

FJ

FF

FDN

EW

ES

EQ

EN

EMBED

ELEV

ELEC

EL

EF

EA

(E)

DWL

DWG

DP

DO

DN

DIM

DIA

DF

DBL

CTRD

CSK

CP

CONT

CONST

CONN

CONC

COL

CLR

CL

CJ

CJ

CIP

CB

C

BTWN

BRG

BP

BOS

BOF

BN

BM

BLW

BLKG

BLK

(B)

AWS

ASSOCIATION

AWPA

TESTING AND MATERIALS

ASTM

ASD

ARCH

ASSOCIATION

APA

ALT

STEEL CONSTRUCTION

AISC

ADJ

WWF

WT

WPJ

WP

WD

W/O W/

WL

VSH

VERT

(V)

UON

UNO

UBC

TYP

TS

TOW

TOT

TOS

TOP

TOC

TO

TN

THRD

THK

TG

T AND B

(T)

STRUC

STL

STIFF

STGR

STD

SQ

SPEC

SOG

SIM

SHTHG

SEP

SECT

SCHED

SC

RF

REF

REQD

REINF

R P.T.

PP

PLYWD

PLCS

PL

PC

ORIG

OPP

OPNG

OH

OF

OC

NTS

NS

NO

NIC

MTL

MISC

MIN

MFR

MECH

MB

MAX

MATL

LT WT

LOC

LDGR

KP

JT

JST

IF

ABBREVIATIONS

AB ANCHOR BOLT ICC INTERNATIONAL CODE

COUNCILABOVE

ADDITIONAL

INSIDE FACEADJACENT

JOISTAMERICAN INSTITUTE OF

JOINT

KING POSTALTERNATE

LEDGERAMERICAN PLYWOOD

LOCATION

LIGHTWEIGHTARCHITECTURAL/ARCHITECT

MATERIAL

MAXIMUM

ALLOWABLE STRESS DESIGN

AMERICAN SOCIETY FOR

MACHINE BOLT

MECHANICALAMERICAN WOOD PRESERVERS

MANUFACTURER

MINIMUM

MISCELLANEOUS

AMERICAN WELDING SOCIETY

BOTTOM

METALBLOCK

NOT IN CONTRACTBLOCKING

NUMBERBELOW

NEAR SIDEBEAM

NOT TO SCALEBOUNDARY NAIL

ON CENTERBOTTOM OF FOOTING

OUTSIDE FACEBOTTOM OF STEEL

OPPOSITE HANDBASE PLATE

OPENINGBEARING

OPPOSITEBETWEEN

ORIGINALCAMBER

PRECASTCARRIAGE BOLTS

PLATE

CAST-IN-PLACE PLACES

CONSTRUCTION JOINT PLYWOOD

CEILING JOIST PARTIAL PENETRATION

CENTER LINE POST-TENSION

CLEAR RADIUS

COLUMN REINFORCEMENT

CONCRETE REQUIRED

CONNECTION REFERENCE

CONSTRUCTION ROOF

CONTINUOUS SHEAR CONNECTOR

COMPLETE PENETRATION SCHEDULE

COUNTER SINK

SECTIONCENTERED

SEPARATIONDOUBLE

SHEATHINGDOUGLAS FIR/LARCH

SIMILARDIAMETER

SLAB ON GRADE

DEEP

SPECIFICATION

DIMENSION

SQUARE

DOWN

STANDARD

DITTO (REPEAT)

STAGGERDRAWING

STIFFENERSDOWEL

STEELEXISTING

STRUCTURALEACH

TOPEACH FACE

TOP AND BOTTOM

ELEVATION TAPERED GIRDER

ELECTRICAL THICKNESS/THICK

ELEVATOR THREADED

EMBEDMENT TOENAIL

EDGE NAIL TOP OF

EQUAL OR EQUIVALENT TOP OF CONCRETE

EACH SIDE TOP OF PARAPET

EACH WAY TOP OF STEEL

FOUNDATION TOTAL

FINISHED FLOOR TOP OF WALL

FLOOR JOIST TUBE STRUCTURAL

FLANGE TYPICAL

FLOOR UNIFORM BUILDING CODE

FIELD NAIL UNLESS NOTED OTHERWISE

FACE OF CONCRETE UNLESS OTHERWISE NOTED

FACE OF MASONRY VERTICAL

FACE OF STUD VERTICAL

FRAMING VERTICAL SLOTTED HOLES

FAR SIDE WIND LOAD

FOOTING WITH

GAUGE

WITHOUT

GALVANIZED

WOOD

GLUED LAMINATED BEAM

WATER PROOF/WORK POINT

GRADE

WEAKENED PLANE JOINT

HORIZONTAL

WEIGHT

HOLDOWN

WELDED WIRE FABRIC

HEADER

HEIGHT

HORIZONTALLY SLOTTED HOLES

HIGH STRENGTH BOLT

HORIZONTAL

HANGER

CGS CENTER OF GRAVITY OF STEEL

GSN GENERAL STRUCTURAL NOTES

5/- INDICATES A SECTION OR DETAIL

THAT APPEARS ON THE SAME SHEET

AS THE REFERING INFORMATION.

EF EDGE FASTENER

FY YIELD STRENGTH

SCJ SHRINKAGE CONTROL JOINT

I.E. INSIDE FACE

REINFORCED CONCRETE

CEMENT

AGGREGATE

REINFORCEMENT

ASTM A - 706

ANCHOR BOLTS

ASTM F-1554

THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE THE MINIMUM

COMPRESSIVE STRENGTHS AT 28 DAYS AND THE WATER/CEMENT RATIO IS THE

MAXIMUM. THE SPECIFIED SLUMP IS THE MAXIMUM PRIOR TO THE ADDITION OF

ADMIXTURES. CONCRETE SHALL BE STANDARD WEIGHT CONCRETE (145 PCF).

ITEM OF

CONSTRUCTION

STRUCTURAL SLAB

OF SEVENTY PERCENT OF THE SPECIFIED 28 DAY STRENGTH FOR ANY CONCRETE

CONSTRUCTION REQUIRING SHORING, BRACING OR TO RECEIVE CONSTRUCTION LOADS.

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, MAY BE INCORPORATED

IN THE CONCRETE DESIGN MIXES. A HIGH-RANGE WATER-REDUCING (HRWR) ADMIXTURE

CONFORMING ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES PROVIDING

THAT SLUMP DOES NOT EXCEED 9". AN AIR-ENTRAINING AGENT CONFORMING TO ASTM

C260 SHALL BE USED IN CONCRETE MIXES FOR THE EXTERIOR HORIZONTAL SURFACES

MATERIALS:

CONCRETE STRENGTHS:

CONTINUOUS SPECIAL INSPECTION IS REQUIRED AS NOTED IN TABLE IN "SPECIAL INSPECTION"

CONCRETE SHALL BE PROPORTIONED SUCH THAT 7 DAY STRENGTHS ARE A MINIMUM OF

A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT

VOLUME.

EXPOSED TO COLD WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 6% ± 1% BY

1.

2.

3.

4.

5.

ASTM C - 150

ASTM C - 33

ASTM A - 615

REINFORCEMENT

ASTM A - 36

ANCHOR BOLTS

STRENGTH AGG SLUMP WATER/CEMENT

(PSI) (IN) (IN) (LB/LB)

4,000 3/4 4 0.57

FINE AGGREGATE......... ASTM C - 33

GRADE 60 WELDED

GRADE 36 ANCHOR BOLTS

TYPE I I OR I

CRUSHED ROCK

GRADE 60 TYPICAL

HOOKED ANCHOR BOLTS

CRUSHED ROCK

WITH THE SAME SIZE AND SPACING OF REINFORCEMENT AS SHOWN ON THE

DRAWINGS AND IN THE GENERAL NOTES.

COLUMN OR BEAM SHALL EXTEND TO WITHIN 2" OF THE FACE AND HAVE A 90

DEGREE HOOK UNLESS OTHERWISE SHOWN.

REINFORCING BARS BUNDLED IN CONTACT TO ACT AS A UNIT IN A LAYER SHALL

NOT BE LESS THAN 1-1/2 TIMES THE NOMINAL DIAMETER OF THE REINFORCEMENT

OR 1-1/3 TIMES MAXIMUM SIZE AGGREGATE, NOR LESS THAN 1-1/2". NORMAL

DIAMETER FOR A UNIT OF BUNDLED BARS SHALL BE THE EQUIVALENT DIAMETER

OF THE COMBINED AREAS OF THE BARS BUNDLED.

CORNER OF RECTANGULAR HOLES IN SLABS. PLACE BARS DIAGONALLY.

SPLICES IN OTHER BOTTOM REINFORCEMENT; STAGGER SPLICES FOR TOP

REINFORCEMENT SIMILARLY.

87 EQUIVALENT BAR DIAMETERS FOR BOTTOM BUNDLES AND 113 EQUIVALENT

BAR DIAMETERS FOR TOP BUNDLES, WHERE THE EQUIVALENT DIAMETER IS

BASED UPON THE COMBINED AREAS OF THE BARS BUNDLED. LAP LENGTHS

FOR BARS IN BUNDLES OF 4 OR MORE BARS SHALL BE INCREASES AN

ADDITIONAL 11 PERCENT.

WITH E90XX ELECTRODES.

TO FOUNDATION INSPECTION BY THE SPECIAL INSPECTOR AND OBSERVATION BY

THE CONTRACTING OFFICER.

FOOTING OR COLUMNS UNLESS SPECIFICALLY DETAILED.

ADMIXTURES: REVIEWED BY CONTRACTING OFFICER, NO CALCIUM CHLORIDE.

THOROUGHLY CLEAN ALL CONCRETE SURFACES TO RECEIVE NEW CONCRETE.

LOCATION OF JOINTS TO BE REVIEWED BY THE CONTRACTING OFFICER. WAIT 48

ACTUAL DIMENSIONS: SLAB, WALL, BEAM AND COLUMN DIMENSIONS SHOWN ARE

ACTUAL DIMENSIONS NOT NOMINAL DIMENSIONS (i.e. A 4 INCH SLAB IS 4 INCHES

THICK, NOT 3-1/2 INCHES.)

CONCRETE CURING: SEE SPECIFICATIONS.

BOLTS IN CONCRETE: MINIMUM EMBEDMENT SHALL BE PER IBC TABLE 1912.2, BUT

NOT LESS THAN 7-INCHES UNLESS NOTED OTHERWISE.

CHAIRS, SPACERS AND SAND PLATES: AS REQUIRED TO MAINTAIN CONCRETE

VERTICAL REINFORCEMENT: SHALL BE DOWELED TO SUPPORTING MEMBERS

HORIZONTAL REINFORCEMENT: ALL BARS ENDING AT THE FACE OF A WALL,

SPACING: CLEAR DISTANCE BETWEEN PARALLEL REINFORCEMENT OR PARALLEL

TACK WELDING, WELDING, HEATING OR CUTTING OF BARS: NOT PERMITTED U.N.O.

SLAB CORNERS: PROVIDE 2-#4 X 4'-0" AT RE-ENTRANT CORNERS AND EACH

SPLICES (LAPS) U.N.O.

IN NO CASE SHALL LAPS BE LESS THAN 24 INCHES LONG.

STAGGER CONTINUOUS FOOTING BOTTOM SPLICES AT LEAST 6'-0" FROM

INDIVIDUAL SPLICES OF BARS IN A BUNDLE SHALL BE STAGGERED AT LEAST

ALL LAP SPLICES ARE CLASS B UNLESS OTHERWISE NOTED ON PLANS.

WELDED REINFORCEMENT: ASTM A-706, CERTIFIED WELDERS. WELD PER AWS D1.4

PIPES, SLEEVES AND DUCTS: NOT TO BE PLACED IN WALLS, BEAMS, SLABS,

CHAMFER: 3/4 INCH ON EXPOSED CORNERS.

CONSTRUCTION JOINTS: HEAVY SANDBLAST (1/4 INCH AMPLITUDE MINIMUM) AND

C)

D)

E)

F)

G)

H)

I)

i) SEE TABLE A - GENERAL, 2/S-501, FOR SCHEDULE OF TENSION LAP SPLICE

ii) iii) iv) v)

J)

ANCHOR BOLTS, DOWELS AND HOLD-DOWN ANCHORS: SECURELY HELD IN PLACE PRIOR7.

8.

9.

10.

11.

12.

13.

14.

315 AND ACI 318. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTING

OFFICER BEFORE FABRICATION.

MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:

MIN. COVER,

INCHES

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

CONCRETE EXPOSED TO EARTH OR WEATHER:

NO. 6 THROUGH NO. 18 BAR

NO. 5 BAR, W31 OR D41 WIRE AND SMALLER

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH

GROUND:

SLABS, WALLS, JOISTS:

NO. 14 AND NO. 18 BAR

NO. 11 BAR AND SMALLER

BEAMS, COLUMNS:

PRIMARY REINFORCEMENT TIES;

REINFORCEMENT:

CAST-IN-PLACE CONCRETE (NON-PRESTRESSED). THE FOLLOWING

STIRRUPS, SPIRALS

6.

A) SHOP DRAWINGS, FABRICATION AND PLACING: SHALL CONFORM TO ACI

B)

1 1/2

1 1/2 3/4

1 1/2

SECTION.

HOURS BETWEEN POURS.

COVER.

LENGTHS.

1.

FOUNDATION

4. CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATIONS FOR EITHER

SURFACE WATER, GROUND WATER, OR SEEPAGE, IF REQUIRED.

5. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING,

SHEATHING, AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL

EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF

ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH

ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.

6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL

BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN

STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS

BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHED FLOORS ARE COMPLETELY IN

PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR

DESIGN, PERMITS, AND INSTALLATION OF SUCH BRACING.

7. SUBGRADE PREPARATION AND FILL REQUIREMENTS

SUBGRADE PREPARATION FOR SLAB ON GRADE FLOORS SHALL CONSIST OF A)

REMOVING AT LEAST 2 FEET OF EXISTING MATERIAL, AND REPLACING WITH

COMPACTED NONEXPANSIVE BACKFILL MATERIAL, ANY ADDITIONAL FILL REQUIRED

TO REACH FINAL SUBGRADE ELEVATION BELOW THE BUILDING FLOOR SLAB SYSTEM

SHALL BE NONEXPANSIVE MATERIAL AS WELL. THE UPPER 6 INCHES OF EXISTING

SUBGRADE EXPOSED AFTER EXCAVATION OPERATIONS SHALL BE SCARIFIED,

MOISTENED, AND RECOMPACTED TO THE SAME DENSITY AS REQUIRED FOR

NONEXPANSIVE FILL. NONEXPANSIVE FILL SHALL BE PLACED IN CONTROLLED

LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS AND COMPACTED TO AT

LEAST 95 PERCENT OF LABORATORY MAXIMUM DENSITY AS DETERMINED IN

ACCORDANCE WITH ASTM D 1557.

TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL ENSUREB)

THAT THE SUBGRADE, FILL, AND BACKFILL MATERIAL ARE PROPERLY COMPACTED.

THE FOLLOWING FREQUENCIES OF TESTING SHALL BE INCLUDED IN THE CONTRACT

AS A MINIMUM:

i) IN-PLACE DENSITY OF THE SUBGRADE, FILLS AND BACKFILLS SHALL BE

PERFORMED FOR EVERY 5000 SQUARE FEET PER LIFT, WITH 3 MIN PER LIFT IN

ACCORDANCE WITH ASTM D 1556 OR ASTM D 6938.

ii) OPTIMUM MOISTURE AND LABORATORY MAXIMUM DENSITY OF NONEXPANSIVE

FILL AND BACKFILL SHALL BE PERFORMED FOR EVERY 500 CUBIC YARDS OR

WHEN ANY CHANGE IN MATERIAL OCCURS.

EXTERIOR GRADING ADJACENT TO BUILDING SHALL BE SLOPED AWAY FROMC)

THE STRUCTURE A MINIMUM OF 5 PERCENT FOR THE FIRST 10 FEET. RUNOFF

FROM THE ROOF SHALL BE ADEQUATELY DISCHARGED AWAY FROM THE

FOUNDATION EDGES. IN NO CASE SHALL WATER BE ALLOWED TO POND ADJACENT

TO THE BUILDING.

8. FOUNDATIONS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON

DRAWINGS. SOIL ENCOUNTERED AT THESE DEPTHS SHALL BE APPROVED BY

THE CONTRACTING OFFICER.

9. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE

MECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH THE SOILS REPORT

AND APPROVED BY THE INSPECTOR.

ALL ABANDONED UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS

MUST EXTEND INTO UNDISTURBED SOILS.

MAT SLAB SHALL BE SUPPORTED ON NATURAL GRADE OR COMPACTED FILL

PER THE RECOMMENDATIONS OF THE FOUNDATION AND PAVEMENT DESIGN ANALYSIS.

SOILS INFORMATION BASED ON "GEOTECHNICAL ENGINEERING STUDY - IMPROVEMENTS

TO THE KNIPLIN-BUSHLAND U.S. LIVESTOCK INSECTS RESEARCH LABORATORY (KBUSLIRL)

SITE, KERRVILLE, TEXAS", BY ARIAS GEOPROFESSIONALS, JOB NO. 2018-933, DATED

MAY 29, 2019 (REVISED JULY 3, 2019), SUPPLIMENTAL LETTER 2 DATED APRIL 21, 2020

"CONVENTIONAL AND MAT FOUNDATION"

MAT FOUNDATIONS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION:

ALLOWABLE BEARING * = 2500 PSF

2.

PASSIVE EARTH PRESSURE = 1500 PSF

-GRADE REACTION = 100 PCI

* ALLOWABLE BEARING MAY NOT BE INCREASED BY 1/3 FOR WIND AND SEISMIC

LOAD CASES.

3. FOOTING SHALL BEAR ON FIRM SELECT FILL SOILS. MINIMUM DEPTH OF FOOTINGS

BELOW LOWEST ADJACENT FINAL GRADE SHALL BE 18". MINIMUM WIDTH OF FOOTING

SHALL BE 12".

MODULUS OF HORIZONTAL SUB

MAT SLAB

12.

13.

A) FLOOR SLAB CONTROL JOINTS AND CONSTRUCTION JOINTS SHALL BE

PLACED AS SHOWN ON THE SLAB PLANS.

14. RETAINING WALL

LATERAL EARTH ACTIVE PRESSURE = 60 PCFA)

FOUNDATION BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH THE

GROTECHNICAL REPORT AND APPROVED BY THE GEOTECHNICAL ENGINEER.

16.

REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION.17.

SOIL WORK SHALL BE OBSERVED AND TESTED BY THE GEOTECHNICAL ENGINEER

DURING GRADING, EXCAVATION, FOUNDATION CONSTRUCTION AND OTHER

EARTH-RELATED CONSTRUCTION PHASE OF THE PROJECT.

15.

LATERAL AT REST EARTH PRESSURE = 100 PCFB)

10.

11.

MINIMUM BEARING DEPTH = 1'-6", BOTTOM OF MAT SLAB SHALL BE 1'-6"

BELOW TOP OF FINISHED FLOOR.

PROVIDE 2'-0" MINIMUM IMPORTED SELECT FILL BELOW MAT FOUNDATION, COMPACT18.

COMPACTED TO NOT LESS THAN 98% OF MAX DENSITY ACCORDING TO ASTM D 1557.

AND SUPPLIMENTAL LETTER 3 DATED OCT 3, 2020.

318 SECTION 6.4 AND THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON

THE STRUCTURAL DRAWINGS.

CHIPS, OR OTHER FOREIGN MATTER PRIOR TO PLACING ADJACENT CONCRETE.

ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI

ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST,

CONSTRUCTION JOINTS

1.

2.

CONCRETE SURFACES TO RECEIVE NEW CONCRETE. LOCATION OF JOINTS SHALL

HEAVY SANDBLAST (1/4 INCH AMPLITUDE MINIMUM) AND THOROUGHLY CLEAN ALL 3.

S

A D

U

NO. DATE BY DESCRIPTION

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

FACILITIES DIVISION

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research

Agricultural

Service

J. DELAY

64019927

K. LOHMEYER

C. MATHER

DR. L. WURZBERGER

SOLICITATION NO: W9126G21R0034

A. MAGINNIS

A. MAGINNIS

B995 & B996 MAINTENANCE SHOPS

GENERAL NOTES

S-001

12 FEB 2021

0 02-12-21 PIF ISSUED FOR CONSTRUCTION

05/03/21

SPECIAL INSPECTIONS AND TESTING IN ACCORDANCE WITH IBC CHAPTER 17 ARE

ARE APPROVED, ON-SITE INSPECTIONIS NOT REQUIRED BUT A CERTIFICATE OF

SEISMIC FORCE RESISTING SYSTEMS SUBJECT TO SPECIAL INSPECTIONS AND

TESTIING INCLUDING:

DESIGNATED SEISMIC SYSTEMS, DEFINED IN THE IBC SECTION 1702 AS

ARCHITECTURAL, ELECTRICAL AND MECHANICAL SYSTEMS AND THEIR COMPONENTS

COMPONENT IMPORTANCE FACTOR Ip GREATER THAN ONE, ARE SUBJECT TO

SPECIAL INSPECTION AND TESTING. CERTIFICATION, AS DESCRIBED IN ASCE 7-10

SECTION 13.2.2, SHALL BE PROVIDED FOR ACTIVE MECHANICAL AND ELECTRICAL

A COMPONENT IMPORTANCE FACTOR OF 1.5. THE SPECIAL INSPECTOR SHALL VERIFY

A. ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER

SYSTEMS.

COLLECTORS.CORRECTION.

EQUIPMENT THAT MUST OPERABLE FOLLOWING THE DESIGN EARTHQUAKE GROUND

B. INSTALLATION AND ANCHORAGE OF PIPING SYSTEMS DESIGNED TO CARRY

HAZAEDOUS MATERIALS AND THEIR ASSOCIATED MECHANICAL UNITS.

REQUIRED FOR THE ITEMS INDICATED IN THE TABLE ON THE SHEET. IF FABRICATIORS

COMPLETION MUST BE PROVIDED TO THE CONTRACTING OFFICER (IBC 1704.2.5.2).

A. PEMB - MOMENT FRAMES AND ROD BRACING, FRAME ANCHORAGE AND

THAT REQUIRE DESIGN IN ACCORDANCE WITH ASCE 7-10 CHAPTER 13 AND HAVE A

MOTION AND FOR COMPONENTS WITH HAZARDOUS SUBSTANCES AND ASSIGNED

THAT THE LABEL, ANCHORAGE OR MOUNTING CONFORMS TO THE CERTIFICATE OF

COMPLIANCE.

ARCHITECTURAL COMPONENTS: PERIODIC SPECIAL INSPECTION SHALL BE PROVIDED

DURING THE ERECTION AND FASTENING OF EXTERIOR CLADDING, INTERIOR AND

EXCEPTIONS AS NOTED IN THE IBC SECTION 1705.11.5. CERTICIFATION, AS DESCRIBED

IN ASCE 7-10 SECTION 13.2.1, SHALL BE PROVIDED FOR ACHITECTURAL COMPONENTS,

SUPPORTS AND ATTACHMENTS. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE

ANCHORAGE OF ACCESS FLOORS.

EXTERIOR NON-BEARING WALLS AND INTERIOR AND EXTERIOR VENEER WITH

MECHANICAL AND ELECTRICAL COMPONENTS: PERIODIC SPECIAL INSPECTION IS

REQUIRED FOR:

C. INSTALLATION AND ANCHORAGE OF DUCTWORK DESIGNED TO CARRY

HAZAEDOUS MATERIALS.

D. INSTALLATION AND ANCHORAGE OF VIBRATION ISOLATION SYSTEMS.

CERTIFICATION, AS DESCRIBED IN ASCE 7-10 SECTION 13.2.1, SHALL BE PROVIDED

FOR MECHANICAL AND ELECTRICAL COMPONENTS, SUPPORTS AND ATTACHMENTS.

ANCHORAGE OF ACCESS FLOORS.

SPECIAL INSPECTION AND TESTING REPORTS, IN ACCORDANCE WITH IBC SECTION

1704.2.4, SHALL BE SUBMITTED TO THE CONTACTING OFFICER.

EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A SEISMIC FORCE

RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR COMPONENT LISTED IN THE

STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF

RESPONSIBILITY TO THE CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT

OF WORK ON TH SYSTEM OR COMPONENT. THE WRITTEN STATEMENT SHALL BE IN

ACCORDANCE WITH IBC SECTION 1704.4.

2. INSPECT ANCHORS CAST IN

CONCRETE.

PERIODIC

SPECIAL

INSPECTION

ACI 318 CH.

20, 25.2, 25.3, 26.5.1-26.5.3

IBC

REFERENCE

TABLE 1 - REQUIRED SPECIAL INSPECTIONS

AND TESTS (IBC 2015)

SCHEDULE OR SPECIAL INSPECTION

1. INSPECTION TASKS PRIOR TO BOLTING: (AISC 360 TABLE N5.6-1)

A. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR

FASTENER MATERIALS

B. FASTENERS MARKED IN ACCORDANCE WITH ASTM

REQUIREMENTS

C. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL

GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE

EXCLUDED FROM SHEAR PLANE)

D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL

E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE

FAYING SURFACE CONDITION AND HOLE PREPARATION, IF

SPECIFIED, MEET APPLICABLE REQUIREMENTS

F. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION

PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER

ASSEMBLIES AND METHODS USED

G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS

AND OTHER FASTENER COMPONENTS

2. INSPECTION TASKS DURING BOLT: (AISC 360 TABLE N5.6-2)

A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN

ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS

REQUIRED

B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO

THE PRETENSIONING OPERATION

C. FASTENER COMPONENT NOT TURNED BY THE WRENCH

REVENTED FROM ROTATING

D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE

RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS

(RCSC) SPECIFICATION, PROGRESSING SYSTEMATICALLY

FROM THE MOST RIGID POINT TOWARD THE FREE EDGES

3. INSPECTION TASKS AFTER BOLT (AISC 360 TABLE N5.6-3)

A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED

CONNECTIONS

4. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND

WASHERS:

A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM

STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION

DOCUMENT

B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X X

X X X X

X

X X

REFERENCED

STANDARD

1. INSPECT REINFORCEMENT AND VERIFY

PLACEMENT.

CONCRETE CONSTRUCTION:

(IBC TABLE 1705.3)

FABRICATORS (IBC 1704.2.5)

TYPE

CONTINUOUS

SPECIAL

INSPECTION

X

3. INSPECT ANCHORS POST-INSTALLED IN

HARDENED CONCRETE MEMBERS.

A. ADHESIVE ANCHORS INSTALLED IN

HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO RESIST

SUSTAINED TENSION LOADS.

B. MECHANICAL ANCHORS AND

ADHESIVE ANCHORS NOT DEFINED

IN 3A.

4. VERFIY USE OF REQUIRED DESIGN MIX.

X

X

X

X

1908.4

1904.1, 1904.2, 1908.2, 1908.3

X

ACI 318: 17.8.2

ACI 318: 7.8.2.4

ACI 318: 17.8.2

ACI 318 CH 19,

26.4.3, 26.4.4

5. PRIOR TO CONCRETE PLACEMENT,

FABRICATE SPECIMENS FOR

STRENGTH TESTS, PERFORM SLUMP

AND AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE OF

THE CONCRETE.

6. INSPECT CONCRETE PLACEMENT FOR

PROPER APPLICATION TECHNIQUES.

7. VERIFY MAINTENANCE OF SPECIFIED

CURING TEMPERATURE AND

TECHNIQUES.

8. INSPECT FORMWORK FOR SHAPE,

LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED.

1. VERIFY MATERIALS BELOW SHALLOW

FOUNDATIONS ARE ADEQUATE TO

ACHIEVE THE DESIGN BEARING

CAPACITY.

2. VERIFY EXCAVATIONS ARE EXTENDED

TO PROPER DEPTH AND HAVE REACHED

PROPER MATERIAL.

3. PERFORM CLASSIFICATION AND

TESTING OF COMPACTED FILL

MATERIALS.

4. VERIFY USE OF PROPER MATERIALS,

DENSITIES AND LIFT THICKNESSES

DURING PLACEMENT AND COMPACTION

OF COMPACTED FILL.

5. PRIOR TO PLACEMENT OF COMPACTED

FILL, INSPECT SUBGRADE AND VERIFY

THAT SITE HAS BEEN PREPARED

PROPERLY.

X

X

SOILS: (IBC TABLE 1705.6)

X

X

X

X

X

X

X

1908.10

ACI 318:

26.4.7-26.4.9

ASTM C 172,

ASTM C 31

ACI 318: 26.4.5,

26.12

1908.6, 1908.7, 1908.8

ACI 318: 26.4.5

ACI 318:

26.10.1(b)

1908.9

X

X

X

X

X

X

X

X

F. CONFIGURATION AND FINISH OF ACCESS HOLES

G. FIT-UP OF FILLET WELDS

I. DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

II. CLEANLINESS (CONDITION OF STEEL SURFACES)

III. TACKING (TACK WELD QUALITY AND LOCATION)

2. INSPECTION TASKS DURING WELDING: (AISC 360 TABLE N5.4-2)

A. USE OF QUALIFIED WELDERS

B. CONTROL AND HANDLING OF WELDING CONSUMABLES

I. PACKAGING

II. EXPOSURE CONTROL

C. NO WELDING OVER CRACKED TACK WELDS

D. ENVIRONMENTAL CONDITIONS

I. WIND SPEED WITHIN LIMITS

II. PRECIPITATION AND TEMPERATURE

E. WPS FOLLOWED

I. SETTINGS ON WELDING EQUIPMENT

II. TRAVEL SPEED

III. SELECTED WELDING MATERIALS

IV. SHIELDING GAS TYPE/FLOW RATE

V. PREHEAT APPLIED

VI. INTERPASS TEMPERATURE MAINTAINED (MIN. / MAX.)

VII. PROPER POSITION (F, V, H, OH)

F. WELDING TECHNIQUES

I. INTERPASS AND FINAL CLEANING

II. EACH PASS WITHIN PROFILE LIMITATIONS

III. EACH PASS MEETS QUALITY REQUIREMENTS

3. INSPECTION TASKS AFTER WELDING (AISC 360 TABLE N5.4-3)

A. WELDS CLEANED

B. SIZE, LENGTH AND LOCATION OF WELDS

C. WELDS MEET VISUAL ACCEPTANCE CRITERIA

I. CRACK PROHIBITION

II. WELD/BASE-METAL FUSION

III. CRATER CROSS SECTION

IV. WELD PROFILES

V. WELD SIZE

VI. UNDERCUT

VII. POROSITY

D. ARC STRIKES

E. k-AREA VISUAL INSPECTION OF WEB FOR CRACKS WITHIN 3

INCHES OF WELD.

F. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)

G. REPAIR ACTIVITIES

H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT

OR MEMBER

4. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK WELDS

A. COMPLETE JOINT PENETRATION (CPJ) GROOVE WELDS

B. MULTIPASS FILLET WELDS

C. SINGLE-PASS FILLET WELDS > 5/16"

D. PLUG AND SLOT WELDS

E. SINGLE-PASS FILLET WELDS < 5/16"

F. FLOOR AND ROOF DECK WELDS

STRUCTURAL STEEL BOLTING:

TASK

PERFORM

FOR EACH

WELD

TABLE 2 - REQUIRED SPECIAL INSPECTIONS AND

TESTS (AISC 360-11)

OBSERVE ON

RANDOM

BASIS

STRUCTURAL STEEL WELDING:

X X

X X

X

1. INSPECTION TASKS PRIOR TO WELDING: (AISC 360 TABLE N5.4-1)

A. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE.

B. MANUFACTURER'S CERTIFICATIONS FOR WELDING

CONSUMABLES AVAILABLE.

C. MATERIAL IDENTIFICATION (TYPE/GRADE)

D. WELDER IDENFICATIONS SYSTEM.

E. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)

I. JOINT PREPARATION

II. DIMENSIONS (ALIGNMENT, ROOT OPNG, ROOT FACE,

BEVEL)

III. CLEANLINESS (CONDITIONOF STEEL SURFACES)

IV. TACKING (TACK WELD QUALITY AND LOCATION)

V. BACKING TYPE AND FIT (IF APPLICABLE)

STATEMENT OF SPECIAL INSPECTIONS

THE PEMB SHALL BE A MANUFACTURER'S STANDARD PREFABRICATED METAL

PRE-ENGINEERED METAL BUILDING (PEMB) NOTES

1.

STRUCTURE CONFIGURED PER THE ARCHITECTURAL DRAWINGS, EXCEPT AS

NOTED. RIGID FRAMES SHALL BE SPACED AS SHOWN IN THE DRAWINGS, BUT

OVERALL DIMENSIONS AND CONSTRUCTION DETAILS MAY VARY TO SUIT

MANUFACTURER'S STANDARD DESIGN.

A CERTIFICATE TO VERIFY COMPLIANCE WITH AISC SHALL BE SUBMITTED.2.

THE DIMENSIONAL TOLERANCES APPLICABLE TO HOT-ROLLED STEEL UNDER

THE AISC "STANDARD MILL PRACTICE" SECTION SHALL BE REQUIRED IN THE

FABRICATION OF THE STEEL BUILDING FRAMES.

THE PEMB FRAME SHALL BE DESIGNED TO LIMIT THE LATERAL DEFLECTION3.

IN ACCORDANCE WITH THE SPECIFICATION SECTION 13 34 19.

A COMPLETE DESIGN ANALYSIS SHOWING ALL CALCULATIONS OF THE STRUCTURE4.

FOR WIND AND SEISMIC LOADS AND A LAYOUT OF ANCHOR BOLTS AND OTHER

EMBEDDED ITEMS SHALL BE SUBMITTED FOR APPROVAL WITH MAIN MEMBERS,

TYPICAL CONNECTIONS (SHOWING BOLT HOLES AND WELDS), AND ERECTION

DRAWINGS. BOTH THE DESIGN ANALYSIS AND PEMB DRAWINGS SHALL BE SEALED

BY A PROFESSIONAL ENGINEER LISCENSED IN THE STATE OF TEXAS.

THE PEMB SHALL BE DESIGNED TO SUPPORT ALL ELECTRICAL EQUIPMENT AND5.

ALL OTHER SUCH DEVICES AS NEEDED. ADDITIONAL MEMBERS SHALL BE PLACED

IN CONVENIENT LOCATIONS FOR ATTACHMENT OF ALL EQUIPMENT AND

APPURTENANCES.

CONTRACTOR SHALL COORDINATE BETWEEN PEMB MANUFACTURER AND6.

OTHER TRADES FOR INTERFACING AND APPURTENANCE ATTACHMENTS.

CONTRACTOR SHALL COORDINATE LOCATION AND FASTENING REQUIREMENTS7.

FOR FOUNDATION ANCHORING AND PEMB COLUMNS.

LOAD COMBINATIONS AND DESIGN STRESSES SHALL COMPLY WITH AISC8.

SPECIFICATIONS, IBC REQUIREMENTS AND DESIGN CRITERIA SPECIFIED ON

ALL PEMB ANCHOR BOLTS SHALL BE DESIGNED AND FURNISHED BY THE9.

PEMB CONTRACTOR. ANCHOR BOLTS SHALL BE DESIGNED BY A PROFESSIONAL

FURNISHED BY THE PEMB MANUFACTURER AND THE REACTIONS PROVIDED

ON THE DRAWINGS. THE ANCHOR BOLT DESIGN ANALYSIS SHALL BE SUBMITTED

FOR APPROVAL.

THE FOUNDATION SHOWN ON THE DRAWINGS ARE BASED ON DESIGN10.

REACTIONS GENERATED IN-HOUSE. THE ACTUAL REACTIONS SHALL BE

SUBMITTED BY THE PEMB SUPPLIER/DESIGNER FOR REVIEW AND APPROVAL

PRIOR TO CONSTRUCTION. ANY REQUIRED MODIFICATIONS TO THE

FOUNDATION SYSTEM TO MEET THE REQUIRED REACTIONS SHALL BE MADE

THIS SHEET.

AT THAT TIME.

ENGINEER LISCENED IN THE STATE OF TEXAS FOR THE FRAME REACTIONS

S

A D

U

NO. DATE BY DESCRIPTION

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

FACILITIES DIVISION

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research

Agricultural

Service

J. DELAY

64019927

K. LOHMEYER

C. MATHER

DR. L. WURZBERGER

SOLICITATION NO: W9126G21R0034

A. MAGINNIS

A. MAGINNIS

B995 & B996 MAINTENANCE SHOPS

GENERAL NOTES - SHEET 2

S-002

12 FEB 2021

0 02-12-21 PIF ISSUED FOR CONSTRUCTION

W9126G21R0034

24' - 0" 24' - 0" 24' - 0"

15' - 0" 16' - 0" 15' - 0"

8" 8"

6" 6"

1 2 4 5

A

A.1

A.2

B

1.5 2.5 3

C

D

E

F

G

T

Y P

(TYP.)

30.00°

30.00° (TYP.)

10' - 0" (TYP.)

2 2

5 5

5 5

10.00° (TYP.)

7' - 8 1/2" 2' - 10"

/8

2' - 11" 3' - 0"

1' - 8" 3' - 4"

4' - 4"

S-501

TYP.

S-501

TYP.

S-501

TYP.

S-501

TYP.

S

A D

U

NO. DATE BY DESCRIPTION

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

FACILITIES DIVISION

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research

Agricultural

Service

J. DELAY

64019927

K. LOHMEYER

C. MATHER

DR. L. WURZBERGER

SOLICITATION NO: W9126G21R0034

A. MAGINNIS

A. MAGINNIS

B995 & B996 MAINTENANCE SHOPS

FOUNDATION PLAN

S-101

12 FEB 2021

1/8" = 1'-0"1

FOUNDATION PLAN

0 2' 4' 8' 16'

NORTH

1. TOP OF MAT SLAB EL. 100'-0". SEE CIVIL FOR

ELEVATION RELATIVE TO SEA LEVEL.

2. FOR TYPICAL CONCRETE DETAILS SEE SHEET S-501.

3. SEE ARCH DWGS FOR ADDITIONAL DIMENSIONS.

4. PRIOR TO POURING FOUNDATION CONCRETE,

COORDINATE FLOOR DRAINS, OPENINGS,

DEPRESSIONS AND SLOPES WITH ARCH AND MECH

DWGS.

5. COORDINATE SIZE AND LOCATION OF MECH AND ELEC

HOUSEKEEPING PADS. VERIFY PAD SIZE WITH ACTUAL

EQUIPMENT FURNISHED PRIOR TO PAD CONCRETE

POUR. SEE DETAILS 5 AND 10 ON S-501.

6. SUBGRADE SHALL BE PREPARED PER THE

GEOTECHNICAL ENGINEERING STUDY.

7. CONTRACTOR HAS OPTION TO INSTALL ENTRY

STOOPS AS A SECOND CONCRETE POUR. IF THIS

OPTION IS EXERCISED, RE-ENTRANT CORNER BARS

SHALL BE OMITTED.

8. PROVIDE 2'-0" MINIMUM IMPORTED SELECT FILL BELOW

MAT FOUNDATION, COMPACTED TO NOT LESS THAN

98% OF MAX DENSITY ACCORDING TO ASTM D 1557.

9. PREPARE SUBGRADE FOR SLAB PLACEMENT PER THE

GEOTECHNICAL REPORT. SEE DETAIL 9/S-501 FOR

FURTHER GUIDANCE.

GENERAL NOTES

SHEET KEYNOTES

1 18" THICK MAT SLABS REINFORCED WITH #6 AT 12" O.C.

E.W. TOP AND BOTTOM.

2 (2) #7 HAIRPINS WRAPPED AROUND ANCHOR BOLT

GROUP AT 2 1/2" AND 5" BELOW TOP MAT AND

DEVELOPED 10'-0" AS SHOWN (TYP. EACH FRAME

COLUMN).

3 PRE-ENGINEERED METAL BUILDING COLUMNS AND

FRAMING (BY MANUFACTURER).

4. SLOPE SLAB TO DRAIN IN SHOWER AREA. SEE

ARCHITECTURE AND PLUMBING DRAWINGS AND DETAIL

3/S-501. FIELD VERIFY BEFORE CONCRETE POUR.

5. WIND POST (BY BUILDING MANUFACTURER).

6. 4" HIGH HOUSEKEEPING PAD (SEE DETAIL 10/S-501).

FIELD VERIFY BEFORE CONCRETE POUR.

7. EXTERIOR EQUIPMENT PAD. SEE DETAIL 5/S-501.

KEYPLAN

0 02-12-21 PIF ISSUED FOR CONSTRUCTION

"D d b

6db*O R3" M

IN

135° HOOK

BAR SIZE D'

1 1/2"

2"

2 1/2"

#3

#4

#5

"D" d b

90° HOOK

* PROVIDE 10db EXTENSIONS IN LIEU OF 6db AT ALL FRAME COLUMNS, GIRDERS, SHEAR WALLS AND SHEAR

WALL BOUNDARY MEMBERS.

TIES & STIRRUPS HOOKS

ONLY

TYPICAL COLUMN

BAR OFFSET

"D" d b d b

U .N

.O d b

OR 2 1/2"

STANDARD HOOKS

90° HOOK180° HOOK

40 DIA IN MASONRY

30 DIA. IN

CONCRETE

2'-0" MIN. U.N.O.

TYP. COMPRESSION LAP

SPLICE

BAR SIZE "D"

6d

8d

10d

#3 THRU #8

#9 THRU #11

#14 THRU #18

NOTE:

FOR TENSION SPLICE

SEE 2/S-501.

4db MIN.

"D b b b

BAR DESCRIPTION

AND LOCATION IN

STRUCTUTE

BAR WITH

SPACING > 2 x d

CLEAR COVER >d

OR BEAM & COLUMN

BARS WITH

SPACING > d

CLEAR COVER > d b b b b

OTHER CASES

TOP

BOTTOM

TOP

BOTTOM

CONCRETE

STRENGTH

psi

BAR SIZE

LAP CLASS

#3 #4 #5 #6 #7 #8 #9

A B A B A B A B A B A B A B

1'-7"

1'-3"

2'-1"

1'-7"

2'-1"

1'-7"

2'-9"

2'-4"

2'-7"

2'-0"

3'-5"

2'-7"

3'-1"

2'-5"

4'-1"

3'-1"

4'-6"

3'-6"

5'-11"

4'-6"

5'-2"

4'-0"

6'-9"

5'-2"

5'-10"

4'-6"

7'-7"

5'-10"

2'-4"

1'-10"

3'-1"

2'-4"

3'-1"

2'-5"

2'-9"

3'-1"

3'-11"

3'-0"

5'-1"

3'-11"

4'-8"

3'-7"

6'-1"

4'-8"

6'-9"

5'-3"

8'-10"

6'-9"

7'-9"

6'-0"

10'-1"

7'-9"

8'-9"

6'-9"

11'-4"

8'-9"

NOTES:

1.

2.

3.

4.

d

USE THIS TABLE FOR BAR SPLICES UNLESS SPECIFICALLY DETAILED

AND DIMENSIONED ON PLANS.

THIS SCHEDULE IS NOT APPLICABLE TO DUCTILE MONENT FRAME

MEMBERS RESISTING SEISMIC FORCES.

FOR TENSION DEVELOPMENT LENGTHS "L ", USE CLASS "B" SPLICE

LENGTHS.

ALL SPLICES SHALL BE CLASS "B" UNLESS NOTED OTHERWISE ON

PLANS.

5.

6.

7.

8.

TOP BARS ARE HORIZONTAL REINFORCEMENT WITH MORE THAN

12" OF CONCRETE CAST BELOW BAR.

BOTTOM BARS ARE VERTICAL BARS, ALL HORIZONTAL WALL

REINFORCEMENT, AND HORIZONTAL REINFORCEMENT WITH LESS

THAN 12" OF CONCRETE CAST BELOW BARS.

COVER DESIGNATES CLEAR CONCRETE COVER FROM SPLICED

BAR TO FACE OF MEMBER, SPACING DESIGNATES CLEAR

DIMESION BETWEEN SPLICED BARS.

SHEARWALLS WITH TWO CURTAINS OF REINFORCING SHALL NOT

HAVE EACH CURTAIN OF HORIZONTAL BARS SPLICED AT SAME

LOCATION.

GRADE 60

GRADE 60

REINFORCED CONCRETE

SLAB. SEE FOUNDATION

PLAN FOR THICKNESS.

VAPOR BARRIER

COMPACTED SUBGRADE

PER FOUNDATION

GENERAL NOTES

4" COMPACTED FREE-

DRAINING GRANULAR

MATERIAL

11'-0" M

IN.

8'-0" MIN.

'-0

M

IN

(8) #5 AT 12" O.C.

TOP

#5 AT 12" O.C.

BOTTOM

NOTE:

PROVIDE AT ALL SLAB

CORNERS UNO, TYP.

#3 AT 12" O.C.,E.W.

(2) #5 CONT.

3/4" CHAMFEREQUIPMENT

ANCHOR BOLTS AND VIBRATION

ISOLATION AS RECOMMENDED BY

EQUIP. MANUFACTURER

1' - 4"

FIN. GRADE

SEE CIVIL

(M

IN

(MIN.)

1' - 0"

A

PRE-ENGINEERED METAL

BUILDING COLUMN (BY

MANUFACTURER)

1'-6" THICK MAT SLAB

(SEE PLAN FOR REINF.)

EXTERIOR GRADE

(SEE CIVIL)

S

A D

U

NO. DATE BY DESCRIPTION

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

FACILITIES DIVISION

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research

Agricultural

Service

J. DELAY

64019927

K. LOHMEYER

C. MATHER

DR. L. WURZBERGER

SOLICITATION NO: W9126G21R0034

A. MAGINNIS

A. MAGINNIS

B995 & B996 MAINTENANCE SHOPS

TYPICAL CONCRETE SECTIONS AND

DETAILS

S-501

12 FEB 2021

N.T.S.1

TYPICAL REINFORCING BAR BENDS

N.T.S.2

SPLICE TABLE A - GENERAL

N.T.S.9

TYP. SLAB-ON-GRADE-DETAIL

N.T.S.4

TYPICAL SLAB CORNER REINF

N.T.S.5

TYPICAL EXTERIOR EQUIPMENT FOUNDATION

1" = 1'-0"11

TYPICAL SECTION AT SLAB EDGE

0 3" 6" 12" 24"

0 02-12-21 PIF ISSUED FOR CONSTRUCTION

COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE

AREAS 10 SQ. FT. AREAS 20 SQ. FT.

ZONE DOWNWARD NET UPLIFT DOWNWARD NET UPLIFT

2*

3*

1. PRESSURES ARE ULTIMATE LOADS.

2. 1/3 INCREASE IN ALLOWABLE STRESS IS NOT PERMITTED.

3. ZONE WIDTH a = 4'-10".

4. OVERHANG AREAS INDICATED WITH *

17 PSF

17 PSF

17 PSF

27 PSF

46 PSF

54 PSF

68 PSF

91 PSF

16 PSF

16 PSF

16 PSF

26 PSF

43 PSF

54 PSF

64 PSF

82 PSF

AREAS 50 SQ. FT.

DOWNWARD NET UPLIFT

14 PSF

14 PSF

14 PSF

25 PSF

38 PSF

54 PSF

58 PSF

70 PSF

AREAS 100 SQ. FT.

DOWNWARD NET UPLIFT

12 PSF

12 PSF

12 PSF

24 PSF

34 PSF

54 PSF

54 PSF

61 PSF

3*

3*

3*

3*

3* 3*

2*

2*

2*

2*

2*

2*

3 3 a

2a

3*

3*

3*

3*

3* 3*

2*

2*

2*

2*

2*

2*

3 3 a

2a

COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE

AREAS 10 SQ. FT. AREAS 20 SQ. FT.

ZONE DOWNWARD NET UPLIFT DOWNWARD NET UPLIFT

2*

3*

1. PRESSURES ARE ULTIMATE LOADS.

2. 1/3 INCREASE IN ALLOWABLE STRESS IS NOT PERMITTED.

3. ZONE WIDTH a = 4'-10".

4. OVERHANG AREAS INDICATED WITH *

17 PSF

17 PSF

17 PSF

27 PSF

46 PSF

54 PSF

68 PSF

91 PSF

16 PSF

16 PSF

16 PSF

26 PSF

43 PSF

54 PSF

64 PSF

82 PSF

AREAS 50 SQ. FT.

DOWNWARD NET UPLIFT

14 PSF

14 PSF

14 PSF

25 PSF

38 PSF

54 PSF

58 PSF

70 PSF

AREAS 100 SQ. FT.

DOWNWARD NET UPLIFT

12 PSF

12 PSF

12 PSF

24 PSF

34 PSF

54 PSF

54 PSF

61 PSF

S

A D

U

NO. DATE BY DESCRIPTION

DATE

PROJECT NO.

MERRICK PROJECT NO.

DESIGNER

DRAWN BY

PROJECT MANAGER

REAL PROPERTY

SAFETY & HEALTH

PPM

EPM

REVISIONS

RESEARCH LABORATORY

A-E FIRM USDA

FACILITIES ENGINEERING BRANCH

5601 SUNNYSIDE AVENUE

BELTSVILLE, MD. 20705-5100

FACILITIES DIVISION

KNIPLING-BUSHLAND U.S. LIVESTOCK INSECTS

Research

Agricultural

Service

J. DELAY

64019927

K. LOHMEYER

C. MATHER

DR. L. WURZBERGER

SOLICITATION NO: W9126G21R0034

A. MAGINNIS

A. MAGINNIS

B995 & B996 MAINTENANCE SHOPS

WIND LOAD DIAGRAMS

S-601

12 FEB 2021

N.T.S.1

MAINTENANCE BARN A ROOF WIND LOAD PLAN