Plans-W9128F-16-B-0007-RTA-Construct-Addition_B1134-Missile-Maintenance-WSA.pdf

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

KEVIN O. WATSON, PE

DATE: 4/22/16 LIC. NO. 51801

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

CHRISTOPHER CAHILL, PE

DATE: 4/22/16 LIC. NO. 26409

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

GRAHAM EDWARD JOHNSON, PE

DATE: 4/22/16 LIC. NO. 51389

COPYRIGHT © 2016 BURNS & McDONNELL ENGINEERING COMPANY, INC.

US Army Corps of Engineers Omaha District

PROJECT NUMBER:

FOR ADVERTISEMENT

US Army Corps of Engineers Omaha District

THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US

ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152.

THE FOLLOWING SIGNATURES BELOW INDICATE OFFICIAL APPROVAL OF

ALL DRAWINGS IN THIS SET DATED:

BURNS & MCDONNELL

8201 NORMAN CENTER DR. #300

BLOOMINGTON, MN 55437

952-656-6003

SOLICITATION NUMBER: W9128F-16-B-0007

ELECTRICAL ENGINEERMECHANICAL ENGINEERFIRE PROTECTION ENGINEER

STRUCTURAL ENGINEERARCHITECTCIVIL ENGINEER

QJVF143101

FY15 P-341 CONSTRUCT ADDITION B1134

MINOT AFB, NORTH DAKOTA

APRIL 2016

2/23/16

D E

S

IG

N E

D B

Y

1 432

A

B

C

D

C O

P Y

R

IG

H T

B

U R

N S

M c D

O N

N E

L L E

N G

IN

E

E R

IN

G

C O

M P

A N

Y

IN

C

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

OMAHA DISTRICT

P N

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S

O M

A H

A N

E B

R A

S K

A D

W N

B Y

C

K D

B Y

F

IL

E N

A M

E

S

IZ

E

P L O

T S

C A

L E

P

L O

T D

A T

E

D A

T E

S U

B M

IT

T

E D

B Y

C

O N

T R

A C

T N

O

F

IL

E N

U M

B E

R

X

S O

L

IC

IT

A

T

IO

N N

O

A F

-2

A S

I N

D

IC

A T

E D

A P

R

IL

W F

-1 -B

-0

S Y

M

D A

T E

A P

P R

D

E S

C R

IP

T

IO

N

B

U R

N S

M c D

O N

N E

L L

N

O R

M A

N C

E N

T E

R D

R

B L O

O M

IN

G

T O

N M

N

-6

-6

/2

/2

:4

:4

A

M

G-001

Q J V

F

F Y

P

-3 C

O N

S T

R U

C T

A D

D

IT

IO

N

B

S H

E E

T I N

D E

X

J .W

IE

D

E R

H O

L T

P .R

Y A

N J .P

IC

K

A M

IN

O

T A

F B

N

O R

T H

D A

K O

T A

/2

/1

M

IA

G

-0

DESIGN FILE DRAWING CODE SHEET NO. DESCRIPTION

MIA8 AF212-220 FA001 FIRE ALARM SYMBOLS, LEGEND AND ABBREVIATIONS

MIA8 AF212-220 FA101 FIRE ALARM AND MASS NOTIFICATION PLAN LAYOUT

MIA8 AF212-220 FA601 FIRE ALARM RISER

MIA8 AF212-220 FA602 FIRE ALARM MATRIX

MIA8 AF212-220 FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS

MIA8 AF212-220 FX101 FIRE SUPPRESSION GROUND FLOOR PLAN

MIA8 AF212-220 P-001 PLUMBING GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

MIA8 AF212-220 PD101 DEMOLITION PLUMBING PLAN

MIA8 AF212-220 P-101 PLUMBING DOMESTIC WATER & GASES PLAN

MIA8 AF212-220 P-110 PLUMBING WASTE & VENT PLAN

MIA8 AF212-220 P-500 PLUMBING DETAILS

MIA8 AF212-220 P-601 PLUMBING SCHEDULES

MIA8 AF212-220 P-701 PLUMBING RISER DIAGRAMS

MIA8 AF212-220 M-001 MECHANICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

MIA8 AF212-220 MD101 DEMOLITION MECHANICAL HVAC PLAN

MIA8 AF212-220 M-101 MECHANICAL HVAC PLAN

MIA8 AF212-220 M-111 MECHANICAL PIPING PLAN

MIA8 AF212-220 M-501 MECHANICAL DETAILS

MIA8 AF212-220 M-502 MECHANICAL DETAILS

MIA8 AF212-220 M-503 MECHANICAL DETAILS

MIA8 AF212-220 M-504 MECHANICAL DETAILS

MIA8 AF212-220 M-601 MECHANICAL SCHEDULES

MIA8 AF212-220 M-701 MECHANICAL CONTOLS

MIA8 AF212-220 M-702 MECHANICAL CONTOLS

MIA8 AF212-220 M-703 MECHANICAL CONTOLS

MIA8 AF212-220 M-704 MECHANICAL CONTOLS

MIA8 AF212-220 M-705 MECHANICAL CONTOLS

MIA8 AF212-220 M-706 MECHANICAL CONTOLS

MIA8 AF212-220 E-001 ELECTRICAL SYMBOLS LEGEND - 1 OF 2

MIA8 AF212-220 E-002 ELECTRICAL SYMBOLS LEGEND - 2 OF 2

MIA8 AF212-220 ED101 DEMOLITION POWER AND COMMUNICATIONS PLAN

MIA8 AF212-220 ED102 DEMOLITION GROUNDING AND LIGHTNING PROTECTION PLAN

MIA8 AF212-220 ED111 DEMOLITION LIGHTING PLAN

MIA8 AF212-220 ED701 DEMOLITION PANELBOARD SCHEDULE

MIA8 AF212-220 E-101 POWER PLAN - AREA A

MIA8 AF212-220 E-102 GROUNDING AND LIGHTNING PROTECTION PLAN

MIA8 AF212-220 E-111 LIGHTING PLAN - AREA A

MIA8 AF212-220 E-121 COMMUNICATIONS PLAN - AREA A

MIA8 AF212-220 E-201 LIGHTNING PROTECTION ELEVATIONS

MIA8 AF212-220 E-501 GROUNDING AND LIGHTNING PROTECTION DETAILS

MIA8 AF212-220 E-502 GROUNDING AND LIGHTNING PROTECTION DETAILS

MIA8 AF212-220 E-503 COMMUNICATION DETAILS

MIA8 AF212-220 E-504 HAZARDOUS CLASSIFICATION DETAILS

MIA8 AF212-220 E-601 ELECTRICAL RISER DIAGRAM

MIA8 AF212-220 E-602 COMMUNICATION RISER DIAGRAM

MIA8 AF212-220 E-701 ELECTRICAL SCHEDULES

MIA8 AF212-220 E-702 ELECTRICAL PANELBOARD SCHEDULES

MIA8 AF212-220 G-000 TITLESHEET

MIA8 AF212-220 G-001 SHEET INDEX

MIA8 AF212-220 LS001 LIFE SAFETY NARRATIVE AND BUILDING CODE ANALYSIS

MIA8 AF212-220 LS101 LIFE SAFETY FLOOR PLAN

MIA8 AF212-220 C-001 VICINITY MAP AND LOCATION PLAN

MIA8 AF212-220 C-002 GENERAL CIVIL NOTES

MIA8 AF212-220 V-101 EXISTING CONDITIONS PLAN

MIA8 AF212-220 CD101 DEMOLITION PLAN

MIA8 AF212-220 CS101 SITE PLAN

MIA8 AF212-220 CG101 GRADING PLAN

MIA8 AF212-220 CP101 PAVEMENT JOINTING AND ELEVATION PLAN

MIA8 AF212-220 CU101 UTILITY PLAN

MIA8 AF212-220 C-500 PAVEMENT DETAILS (SHEET 1 OF 2)

MIA8 AF212-220 C-501 PAVEMENT DETAILS (SHEET 2 OF 2)

MIA8 AF212-220 C-502 SITE AND UTILITY DETAILS

MIA8 AF212-220 S-001 GENERAL NOTES - SHEET 1

MIA8 AF212-220 S-002 GENERAL NOTES - SHEET 2

MIA8 AF212-220 S-003 LEGEND & ABBREVIATIONS

MIA8 AF212-220 S-004 STATEMENT OF SPECIAL INSPECTIONS

MIA8 AF212-220 S-005 STATEMENT OF SPECIAL INSPECTIONS

MIA8 AF212-220 S-101 SLAB AND FOUNDATION PLAN

MIA8 AF212-220 S-102 ROOF FRAMING PLAN

MIA8 AF212-220 S-201 ELEVATIONS

MIA8 AF212-220 S-202 ELEVATIONS

MIA8 AF212-220 S-301 STANDARD CONCRETE DETAILS

MIA8 AF212-220 S-302 SLAB AND FOUNDATION DETAILS

MIA8 AF212-220 S-303 CONCRETE DETAILS

MIA8 AF212-220 S-304 STANDARD ROOF DECK & JOIST DETAILS

MIA8 AF212-220 S-401 ROOF FRAMING DETAILS

MIA8 AF212-220 S-402 ROOF FRAMING DETAILS

MIA8 AF212-220 AG000 ARCHITECTURAL LEGEND, ABBREVIATIONS AND GENERAL NOTES

MIA8 AF212-220 AD011 DEMOLITION PLAN - OVERALL

MIA8 AF212-220 AD101 DEMOLITION PLAN - AREA A

MIA8 AF212-220 A-011 FLOOR PLAN - OVERALL

MIA8 AF212-220 A-101 FLOOR PLAN - AREA A

MIA8 AF212-220 A-103 ROOF PLAN - AREA A

MIA8 AF212-220 A-151 REFLECTED CEILING PLAN - AREA A

MIA8 AF212-220 A-201 ENLARGED ELEVATIONS

MIA8 AF212-220 A-301 BUILDING SECTIONS

MIA8 AF212-220 A-331 WALL SECTIONS

MIA8 AF212-220 A-401 DETAILS

MIA8 AF212-220 A-501 PARTITION TYPES

MIA8 AF212-220 A-521 PENETRATION DETAILS

MIA8 AF212-220 A-522 PENETRATION DETAILS

MIA8 AF212-220 A-601 SCHEDULES

MIA8 AF212-220 A-602 DOOR DETAILS

MIA8 AF212-220 A-603 DOOR DETAILS

MIA8 AF212-220 A-701 SIGNAGE PLAN - AREA A

MIA8 AF212-220 A-731 INTERIOR ELEVATIONS AND CASEWORK DETAILS

FA001

FA101

FA601

FA602

FX001

FX101

P-001

PD101

P-101

P-110

P-500

P-601

P-701

M-001

MD101

M-101

M-111

M-501

M-502

M-503

M-504

M-601

M-701

M-702

M-703

M-704

M-705

M-706

E-001

E-002

ED101

ED102

ED111

ED701

E-101

E-102

E-111

E-121

E-201

E-501

E-502

E-503

E-504

E-601

E-602

E-701

E-702

G-000

G-001

LS001

LS101

C-001

C-002

V-101

CD101

CS101

CG101

CP101

CU101

C-500

C-501

C-502

S-001

S-002

S-003

S-004

S-005

S-101

S-102

S-201

S-202

S-301

S-302

S-303

S-304

S-401

S-402

AG000

AD011

AD101

A-011

A-101

A-103

A-151

A-201

A-301

A-331

A-401

A-501

A-521

A-522

A-601

A-602

A-603

A-701

A-731

DESIGN FILE DRAWING CODE SHEET NO. DESCRIPTION

S Y

M

D A

T E

D E

S C

R

IP

T

IO

N A

P P

R

ES

IG

N

ED

B

Y:

1 432

A

B

C

D

C O

PY

R

IG

H

T

B

U R

N S

M cD O

N N

EL

L

EN

G

IN

EE

R

IN

G C

O M

PA

N

Y, IN

C

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

OMAHA DISTRICT

PN

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T

C O

R

PS

O F

EN

G

IN

EE

R S

O M

AH

A, N

EB

R

AS

KA

D

W N

B Y:

C

KD

B Y:

FI

LE

N

AM

E:

SI

ZE

PL

O T

SC

AL

E:

PL

O T

D

AT

E:

D

AT

E:

SU

BM

IT

TE

D B

Y:

C

O N

TR

AC

T N

O

FI

LE

N U

M

BE

R

X

SO

LI

C

IT

AT

IO

N N

O

AF

2-

AS

IN

D

IC

AT

ED

AP

R

IL

W

F-

-B

-0

SY

M

D

AT

E

AP

PR

D

ES

C

R

IP

TI

O

N

BU

R N

S

M C

D O

N N

EL

L

N

O R

M

AN

C

EN

TE

R

D R

BL

O O

M

IN

G

TO

N , M

N

2-

6-

4/

/2

1:

:5

PM

LS001

Q

JV

F1

FY

P-

C

O N

ST

R

U C

T

AD

D

IT

IO

N

B

LI

FE

S

AF

ET

Y

N

AR

R

AT

IV

E

AN

D

B U

IL

D

IN

G

C O

D E

AN

AL

YS

IS

J.

D

EW

C . C

AH

IL

L H

AN

KI

N S

M

IN

O T

AF

B , N O

R T H

D

AK

O

TA

4/

/1

M

IA

8L S0

9. PASSIVE FIRE PROTECTION PENETRATION PROTECTION

COMPONENT DOORS DUCT PENETRATIONS OTHER PENETRATIONS CODE SECTION

1 HOUR FIRE BARRIER 3/4 HOUR NOT REQUIRED 1 HOUR, INCLUDING

TRANSFER OPENINGS NFPA 90A 5.3.1.1

2 HOUR FIRE BARRIER 1-1/2 HOUR 1-1/2 HOUR DAMPER 2 HOUR, INCLUDING

TRASNFER OPENINGS NFPA 90A 5.3.1.1

6. TYPE OF CONSTRUCTION (IBC 602)

BUILDING ELEMENT

TYPE OF

CONSTRUCTION

FIRE RESISTANCE

RATING

PRIMARY STRUCTURAL FRAME IIB 0 HR **

BEARING EXTERIOR WALL IIB 0 HR **

BEARING INTERIOR WALL IIB 0 HR **

NON-BEARING EXTERIOR WALL IIB

NON-BEARING INTERIOR WALL IIB 0 HR **

FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS IIB 0 HR **

ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS IIB

1. CLASSIFICATION OF OCCUPANCY

BUILDING IDENTIFICATION OCCUPANCY CLASSIFICATION (IBC 2012) IBC

OFFICE AREA BUSINESS GROUP B 304.1

MAINTENANCE/INDUSTRIAL AREA INDUSTRIAL F-1 306.2

FUEL ROOM HIGH HAZARD H-3 307.5

2. ACCESSORY OCCUPANCY (IBC 508.2)

FLOOR FLOOR AREA

(SF) ACCESSORY

ACCESSORY AREA

(SF)

PERCENTAGE OF AREA

(SUM < 10%)

IBC AREA LIMITATION

(SF)

LEVEL 1 35,434 H-3 1363 3% 3,497

5. MODIFIED ALLOWABLE HEIGHT (IBC 504.2)

OCCUPANCY

*RESTRICTING ALLOWABLE

HEIGHT (FT / STORY)

SPRINKLER INCREASE

(FT / STORY)

MODIFIED ALLOWABLE

HEIGHT (FT / STORY)

F-1 55 / 2 20 / 1 75 / 3 B 55 / 3 20 / 1 75 / 4

3. OCCUPANCY SEPARATION

FLOOR / OCCUPANCY SEPARATION FLOOR / OCCUPANCY

SEPARATION

RATING IBC

LEVEL 1, H-3 SEPERATED LEVEL 1, F-1 1 HR BARRIER 508.4.4

LEVEL 1, H-3 SEPERATED LEVEL 1, B 1 HR BARRIER 508.4.4

LEVEL 1, F-1 SEPERATED LEVEL 1, B 0 HR BARRIER 508.4.4

7. BUILDING SEPARATION (IBC TABLE 602)

BUILDING TYPES FIRE SUPPRESSION DISTANCE (FT) FIRE RESISTIVE RATING FO EXTERIOR WALL

B, F-1 >10 0 HOUR (ACTUAL SEPARATION 90 FEET)

4. MODIFIED ALLOWABLE AREA (IBC 506)

OCCUPANCY

*ALLOWABLE AREA

(SF)

FRONTAGE

INCREASE (SF)

SPRINKLER

INCREASE (SF)

MODIFIED ALLOWABLE

AREA (SF)

*H-3 14,000 NOT PERMITED NOT PERMITED 14,000

B 23,000 17,250 46,000 86,250 F-1 15,500 11,625 31,000 53,125

11. OCCUPANT LOAD CALCULATIONS (NFPA 101 TABLE 7.3.1.2)

FLOOR AREA FUNCTION OF SPACE AREA (SF)

OCCUPANT

LOAD FACTOR

(SF/PERSON) OCCUPANTS

LEVEL 1 BREAK ROOM ASSEMBLY AREAS 626 15 42

LEVEL 1 OFFICES, BATHROOMS BUSINESS AREAS 7102 100 72

LEVLE 1 INDUSTRIAL AREA INDUSTRIAL AREAS 27,705 100 278

35434 TOTAL BUILDING 392

12. OCCUPANT LOAD SUMMARY AND MINIMUM EXITS FROM FLOOR (NFPA 101)

FLOOR OCCUPANTS REQUIRED EXITS (NFPA 101) REQUIRED EXIT SEPARATION (NFPA 101)

LEVEL 1 392 *2 (7.4.1.2) 1/3 DIAGONAL

13. MINIMUM EXITS OR EXIT ACCESSES FROM A SPACE OR AREA (NFPA 101 )

OCCUPANCY

OCCUPANT LOAD PERMITTING

ONE EXIT

OCCUPANT LOAD REQUIRING

TWO EXITS

NFPA 101

SECTION

BUSINESS LESS THAN COMMON PATH GREATER THAN COMMON PATH 38.2.4

INDUSTRIAL LESS THAN COMMON PATH GREATER THAN COMMON PATH 40.2.4

HIGH HAZARD EXCEPTIONS 1-3 (7.11.4) ALL CONDITIONS 7.11.4

14. COMMON PATH, DEAD-END, AND TRAVEL DISTANCE LIMITS (NFPA 101, TABLE 7.6)

OCCUPANCY COMMON PATH LIMIT (FT) DEAD END LIMIT (FT)

TRAVEL DISTANCE LIMIT

(FT)

INDUSTRIAL 100 50 400

BUSINESS 100 50 300

HIGH HAZARD 0 0 75

15. MINIMUM EGRESS WIDTHS (NFPA 101, 7.2 & 7.3)

COMPONENT REQUIREMENT WIDTH (IN) NFPA 101

CORRIDOR SERVING 50 OR MORE OCCUPANTS PER COMPONENT 44 7.3.4.1

DOORS IN EGRESS ACCESS PER COMPONENT 32 7.2.1.2.3.2

LEVEL COMPONENTS PER PERSON 0.2 7.2.2.2.1.2

8. PASSIVE FIRE PROTECTION

COMPONENT REQUIRED RATING CODE SECTION

CORRIDOR 0 HOUR NFPA 101 38.3.6 AND 40.3.6

10. MINIMUM INTERIOR FINISH RATINGS (NFPA 101 TABLE A.10.2.2)

OCCUPANCY

EXIT ENCLOSURE AND EXIT

PASSAGEWAYS CORRIDORS OTHER SPACES

BUSINESS CLASS B CLASS C CLASS C

INDUSTRIAL CLASS C CLASS C CLASS C

HIGH HAZARD CLASS B CLASS B CLASS C

17. FIRE SUPPRESSION REQUIREMENTS (UFC 3-600-01)

SPRINKLERS (UFC 3-300-01 4-2.2) STANDPIPE (UFC 3-600-01 4-2.3.8 )

FIRE EXTINGUISHERS

(UFC 3-600-01 4.9 )

SPRINKLERS PROVIDED

THROUGHOUT THE BUILDING

NOT REQUIRED FIRE EXTINGUISHERS PROVIDED

THROUGHOUT THE BUILDING

18. FIRE ALARM REQUIREMENTS (UFC 3-600-01)

AUTOMATIC INITIATION OCCUPANT INITIATION MANUAL INITIATION

SPRINKLER FLOW SWITCHES VOICE MESSAGING MANUAL FIRE ALARM PULL

STATIONS AT EXITS

SPOT SMOKE DETECTORS AT ALARM PANELS WHITE FIRE ALARM

DUCT SMOKE DETECTORS

19. FIRE EXTINGUISHER DISTRIBUTION (NFPA 10 TABLE 6.2.1.1)

OCCUPANCY

PRIMARY CLASSIFICATION

OF FIRE AND HAZARD

MINIMUM

RATING

MAXIMUM TRAVEL

DISTANCE (FT)

MINIMUM FLOOR

AREA PER A (SF)

BUSINESS/INDUSTRIAL CLASS A:C - ORDINARY 2-A 75 1,500

HIGH HAZARD CLASS B - EXTRA HAZARD 40-B 30 N/A

21. SMOKE MANAGEMENT SYSTEMS

SMOKE CONTROL SYSTEM

(NFPA 101)

SMOKE AND HEAT VENTS

(NFPA 101) PASSIVE SMOKE MANAGEMENT

NOT REQUIRED NOT REQUIRED NOT REQUIRED

EXCEPT AS REQUIRED FOR OCCUPANCY SEPARATION, INCIDENTAL USE, AND OTHER PASSIVE FIRE

PROTECTION, SEE SECTION 9.7.3.

ACCESSORY H SHALL NOT EXCEED THE TABULAR VALUES WITHOUT ANY INCREASES.*

DUE TO LAYOUT OF THE FACILITY MORE THAN THE ABOVE MINIMUM EXITS ARE REQUIRED.*

16. EMERGENCY LIGHTING AND EXITING

OCCUPANCY EMERGENCY LIGHTING EXIT SIGNAGE

INDUSTRIAL REQUIRED (NFPA 101 40.2.9.1) REQUIRED (NFPA 101 40.2.9)

BUSINESS REQUIRED (NFPA 101 38.2.9.1) REQUIRED (NFPA 101 38.2.9)

HIGH HAZARD REQUIRED (NFPA 101 40.2.9.1) REQUIRED (NFPA 101 40.2.9)

20. FIRE HYDRANT DISTRIBUTION

DISTANCE TO BUILDING (FT) DISTANCE TO FDC (FT) FIRE TRUCK ACCESS (FT)

300 150 33

0 HR

0 HR

SY

M

D

AT

E

D

ES

C R

IP

TI

O N

AP

PR

CP

CP

CP

2 HOUR FIRE BARRIER

FIRE AND SMOKE RESISTIVE CONSTRUCTION

REQUIRED WIDTH

EXIT CAPACITY

OCCUPANTS SERVED

COMMON PATH OF

TRAVEL

TRAVEL DISTANCE

EGRESS PATH

COMMON PATH

TERMINATION POINT

PORTABLE FIRE EXTINGUISHERS

EXIT DOOR

PROVIDED WIDTH

OCCUPANT LOAD LEGEND

INDUSTRIAL

32" 36"

FE-SR

DOOR EGRESS TAG

EGRESS PATH

BUSINESS AREAS

1 PERSON / 100 SF GROSS

1 PERSON / 100 SF GROSS

50'CP:25'

PORTABLE FIRE EXTINGUISHER

4A-20B:C

GENERAL NOTES:

1. REFER TO ARCHITECTURAL LEGEND FOR ADDITIONAL

INFORMATION REGARDING SYMBOLS AND

ABBREVIATIONS.

2. REFER TO LS001 FOR LIFE SAFETY NARRATIVE AND

BUILDING CODE ANALYSIS.

3. REFER TO THE ELECTRICAL LIGHTING PLANS FOR

LOCATION OF EXIT SIGNS AND EMERGENCY LIGHTING.

4. REFER TO THE FIRE SUPPRESSION AND ALARM PLANS

FOR LOCATION OF FIRE PROTECTION DEVICES.

5. FINAL LOCATIONS OF FIRE EXTINGUISHERS AND HOSE

REELS SHALL BE APPROVED BY THE AHJ PRIOR TO

INSTALLATION.

KEYED NOTES:

EXISTING CONSTRUCTION TYPE, RATING, AND FIRE

EXTINGUISHER LOCATIONS TO REMAIN UNCHANGED

IN EXISTING BUILDING.

RESTRICTED AREA SHALL REMAIN UNCHANGED AND

UNAFFECTED BY THE ADDITION. FOR SECURITY

PURPOSES, EGRESS DOORS WITHIN THIS AREA ARE

NOT SHOWN.

ASSEMBLY AREAS 1 PERSON / 15 SF GROSS

F

E

D

A

C

B

A

B

C

D

E

F

2 3 5 61

A

B

C

D

E

F

2 3 4 5 6

X117

X116

X115

X114

X113

X102

X101 X103

X112

X104

X111 X110

X105 X106

X108X109

106 107 108 109

110X122X121X118

SECURE AREA (RESTRICTED ACCESS)

32" 34"

32" 34"

32" 34"

32" 34"

32" 34"

32" 34"

32"

92" 107'CP:27'

70'CP:0'

32" 34"

32" 34"

FE-SR

FE-SR

FE-SR FE-SR

D

ES

IG

N

ED

B

Y:

1 432

A

B

C

D

C O

PY

R

IG

H

T

B

U R

N S

M cD O

N N

EL

L

EN

G

IN

EE

R

IN

G C

O M

PA

N

Y, IN

C

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

OMAHA DISTRICT

PN

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T

C O

R

PS

O F

EN

G

IN

EE

R S

O M

AH

A, N

EB

R

AS

KA

D

W N

B Y:

C

KD

B Y:

FI

LE

N

AM

E:

SI

ZE

PL

O T

SC

AL

E:

P

LO

T

D

AT

E:

D

AT

E:

SU

BM

IT

TE

D B

Y:

C

O N

TR

AC

T N

O

FI

LE

N U

M

BE

R

X2

SO

LI

C

IT

AT

IO

N N

O

AF

2-

A

KEYPLAN

AS

IN

D

IC

AT

ED

AP

R

IL

W

F-

-B

-0

SY

M

D

AT

E

AP

PR

D

ES

C

R

IP

TI

O

N

B

C

BU

R

N S

M

C D

O N

N

EL

L

N O

R M

AN

C

EN

TE

R D

R

BL

O

O M

IN

G

TO

N

, M N

2-

6-

4/

/2

1:

:5

PM

LS101

Q

JV

F1

FY

P-

C

O N

ST

R

U C

T

AD

D

IT

IO

N

B

LI

FE

S

AF

ET

Y

FL

O

O R

P

LA

N

J.

D

EW

C . C

AH

IL

L H

AN

KI

N S

M

IN

O T

AF

B , N O

R T H

D

AK

O

TA

4/

/1

M

IA

8L S1

LS101 N

LIFE SAFETY FLOOR PLAN

SCALE IN FEET

0 8' 16' 32'

SY

M

D

AT

E

D

ES

C R

IP

TI

O N

AP

GENERAL NOTES:

1. GENERAL:

A. THESE NOTES, AND OTHER DRAWING NOTES CONTAINED WITHIN, ARE PROVIDED

TO MEET SPECIFIC REQUIREMENTS AND TO SUPPLEMENT THE CONTRACT

SPECIFICATIONS. THESE NOTES NEITHER REPLACE NOR OVERRIDE THE

PROVISIONS AND REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

B. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWN

ON ALL OTHER DRAWINGS.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION AND

REPORT ANY DISCREPANCIES FROM THE CONTRACT DRAWINGS

TO THE CONTRACTING OFFICER PRIOR TO COMMENCING

WITH WORK. SCALING OF WORKING DIMENSIONS FROM THE STRUCTURAL

DRAWINGS IS PROHIBITED.

D. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS

OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING AND TEMPORARY

BRACING. CONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURE

SAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE SITE.

VISITS TO THE SITE BY THE CONTRACTING OFFICER'S REPRESENATIVE SHALL NOT RELIEVE THE

CONTRACTOR OF SUCH RESPONSIBILITY.

E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACT

DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME

CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITH

THE APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE. WHERE SECTIONS VARY,

CONTRACTOR SHALL PROVIDE FOR SMOOTH TRANSITIONS BETWEEN THEM, UNLESS

NOTED OTHERWISE.

F. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS'

WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE.

G. ELEVATION 100'-0" CORRESPONDS TO MSL ELEVATION 1635.0 FT, UNO.

2. DESIGN STANDARDS

A. PRINCIPAL CODE OF RECORD: UFC 1-200-01, UNIFIED FACILITIES CRITERIA (UFC),

DESIGN: GENERAL BUILDING REQUIREMENTS, 1 JULY 2013.

B. INTERNATIONAL BUILDING CODE 2012.

C. ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2010.

D. ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2011.

E. ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES, 2011.

F. AISC STEEL CONSTRUCTION MANUAL, 14th EDITION, 2010.

G. AISI COLD-FORMED STEEL DESIGN MANUAL, 2010.

H. AWS D1.1/1.1M. 2010

I. OSHA 29 CFR 1926 SUBPART R - STEEL ERECTION.

D. EQUIPMENT LOADS

1. AS INDICATED FOR EQUIPMENT WEIGHING IN EXCESS OF 250 LBS. FRAMING AND

FOUNDATIONS ARE DESIGNED FOR EQUIPMENT WHICH SATISFIES THE

CONTRACT SPECIFICATIONS.

2. IF EQUIPMENT FURNISHED IS HEAVIER THAN THE WEIGHTS INDICATED, OR

REQUIRES STRUCTURAL CHANGES FOR ANY OTHER REASON, CONTRACTOR

SHALL PROVIDE ENGINEERING DESIGN CALCULATIONS AND ADDITIONAL

STRUCTURAL WORK NECESSARY TO SUPPORT ALL LOADS IN ACCORDANCE

WITH THE DESIGN STANDARDS SPECIFIED ABOVE, AT NO ADDITIONAL COST TO

THE OWNER AND WITH NO INCREASE IN CONTRACT TIME.

E. SNOW LOAD PER UFC 3-301-01

1. GROUND SNOW LOAD: 40 PSF.

2. FLAT-ROOF SNOW LOAD: 40 PSF.

3. EXPOSURE FACTOR: 0.9.

4. IMPORTANCE FACTOR: 1.0.

5. THERMAL FACTOR: 1.0.

F. WIND LOAD PER UFC 3-301-01

1. BASIC WIND SPEED: 115 MPH 3-SECOND GUST.

2. IMPORTANCE FACTOR: 1.0.

3. EXPOSURE CATEGORY: C.

4. BUILDING CONDITION: ENCLOSED.

5. TOPOGRAPHIC FACTOR: 1.0.

6. WALL COMPONENTS AND CLADDING, SHALL BE DESIGNED FOR THE FOLLOWING

UNFACTORED SERVICE WIND LOADS, UNLESS NOTED OTHERWISE:

a. WITHIN 8'-0" OF CORNERS: 13.8 PSF INWARD, 16.4 PSF OUTWARD

b. GREATER THAN 8'-0" FROM CORNERS: 13.8 PSF INWARD, 15.2 PSF OUTWARD

c. AT PARAPETS WITHIN 8'-0" FROM CORNERS: 63.6 PSF INWARD, 92.6 PSF OUTWARD

d. AT PARAPETS GREATER THAN 8'-0" FROM CORNERS: 44.8 PSF INWARD,

74.0 PSF OUTWARD

7. ROOF COMPONENTS AND CLADDING SHALL BE DESIGNED FOR THE FOLLOWING

UNFACTORED SERVICE WIND LOADS, UNLESS NOTED OTHERWISE:

a. WITHIN 8'-0" OF CORNERS: 9.6 PSF INWARD, 46.3 PSF OUTWARD

b. WITHIN 8'-0" OF EDGES: 9.6 PSF INWARD, 30.8 PSF OUTWARD

c. GREATER THAN 8'-0" FROM EDGES: 9.6 PSF INWARD, 18.4 PSF OUTWARD

G. SEISMIC LOAD PER UFC 3-301-01

1. MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS

Ss = 0.05, S1 = 0.02.

2. DESIGN EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS

Sds = 0.08, Sd1 = 0.04.

3. IMPORTANCE FACTOR: 1.0.

4. SITE CLASS: D.

5. SEISMIC DESIGN CATEGORY: A.

6. BASIC SEISMIC FORCE RESISTING SYSTEM: ORDINARY REINFORCED CONCRETE SHEAR WALLS.

7. RESPONSE MODIFICATION COEFFICIENT: R = 4.

8. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE.

H. ICE LOAD PER UFC 3-301-01 (FOR ESTIMATING LIGHTNING PROTECTION POLE REACTIONS)

1. 0.50 INCH EQUIVALENT RADIAL ICE THICKNESS DUE TO FREEZING RAIN WITH CONCURRENT

60 MPH 3-SECOND GUST WIND SPEED FOR 50-YEAR MEAN RECURRENCE INTERVAL.

2. IMPORTANCE FACTOR: 1.25

3. LIGHTNING PROTECTION POLE HEIGHTS

a. 76 FEET

b. 40 FEET

7. GEOTECHNICAL INFORMATION

A. SOURCE: REPORT OF GEOTECHNICAL EXPLORATION, PREPARED BY MATERIAL TESTING SERVICES, LLC.

B. SITE PREPARATION

1. EXCAVATION, FILL, AND BACKFILL SHALL BE IN ACCORDANCE WITH THE

CONTRACT DRAWINGS AND SPECIFICATIONS, DIVISION 310000.

2. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE WHEN LOOSE OR SOFT SOILS ARE EXPOSED WHERE

SLABS, MATS, OR FOOTINGS ARE TO BE PLACED SO THAT A DETERMINATION

MAY BE MADE REGARDING IMPROVEMENT OF THIS POTENTIALLY

UNDESIRABLE CONDITION.

C. SOIL CHARACTERISTICS

1. WATER TABLE DEPTH: 6 FT.

D. LATERAL EARTH PRESSURE

1. PASSIVE CONDITION, Kp: 375 PCF, EQUIVALENT FLUID (ULTIMATE).

E. SLAB AND FOOTING DESIGN PARAMETERS

1. MODULUS OF SUBGRADE REACTION: 150 PCI.

2. ALLOWABLE BEARING CAPACITIES

a. GRAVITY LOADS: 2000 PSF.

3. FROST DEPTH: 72"

4. CONCRETE-SOIL COEFFICIENT OF FRICTION: 0.35 (ULTIMATE).

5. MINIMUM STABILITY FACTORS OF SAFETY

a. OVERTURNING: 1.5.

b. UPLIFT: 1.5.

c. SLIDING: 1.5.

F. LIGHTNING PROTECTION POLE FOUNDATION

1. ASSUMED LATERAL SOIL BEARING PRESSURE: 100 PSF/FT

PER IBC 2012 TABLE 1806.2

4. FORMWORK

a. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL ADEQUACY, AND CONSTRUCTION OF ALL CONCRETE

FORMWORK IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.

b. COORDINATE ALL CONCRETE WORK WITH THE PLACEMENT OF PIPING, INSERTS, FLOOR DRAINS, AND OTHER EMBEDDED ITEMS INDICATED ON

THE CONTRACT DRAWINGS OR IN THE CONTRACT SPECIFICATIONS.

c. ALL NEW OR EXISTING PIPING OR UTILITIES PASSING THROUGH NEW

CONCRETE SHALL BE SLEEVED 1/2" CLEAR ALL AROUND, UNLESS NOTED

OTHERWISE. SEE OTHER DISCIPLINE DRAWINGS FOR SLEEVE DETAILS.

CONTRACTOR SHALL PROVIDE MEASURES TO ENSURE THAT SLEEVES

REMAIN FREE OF DEBRIS AND WATER DURING CONSTRUCTION.

d. PROVIDE 3/4" CHAMFER STRIPS ON ALL EDGES OF EXPOSED CONCRETE, UNLESS NOTED OTHERWISE.

e. WITH THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE CONTRACTING

OFFICER, COLUMN AND WALL FOOTINGS MAY BE EARTH-FORMED USING

UNDISTURBED NATIVE SOIL. PROVIDE A MINIMUM EXCAVATION WIDTH 4"

GREATER THAN INDICATED, AND A DEPTH 2" GREATER THAN INDICATED.

5. REINFORCING STEEL

a. BARS: ASTM A615 GRADE 60, UNO.

b. WELDED WIRE FABRIC: ASTM A185.

c. ALL CONCRETE SHALL BE REINFORCED UNLESS SPECIFICALLY MARKED "NOT

REINFORCED" OR "UNREINFORCED".

d. CONTRACTOR SHALL DETAIL AND PLACE ALL REINFORCEMENT IN

ACCORDANCE WITH ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL OF

STANDARD PRACTICE.

e. MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT SHALL BE AS

FOLLOWS, UNLESS NOTED OTHERWISE:

(1) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3".

(2) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #11 BARS -

2"; #5 AND SMALLER BARS, WELDED WIRE FABRIC - 1 1/2".

(3) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE

GROUND: SLABS AND WALLS - 3/4"; BEAMS AND COLUMNS, PRIMARY

REINFORCEMENT, TIES, STIRRUPS, SPIRALS - 1 1/2".

f. EMBEDMENT AND LAP SPLICE LENGTHS FOR ALL REINFORCING STEEL BARS

SHALL CONFORM TO THE FOLLOWING PROVISIONS, UNLESS NOTED

OTHERWISE.

(1) MINIMUM STRAIGHT EMBEDMENT LENGTHS:

#3 - 12" #6 - 18" #9 - 36" #4 - 12" #7 - 25" #10 - 44" #5 - 15" #8 - 29" #11 - 53"

(2) MINIMUM LAP SPLICE LENGTHS:

#3 - 12" #6 - 23" #9 - 46" #4 - 15" #7 - 33" #10 - 57" #5 - 19" #8 - 37" #11 - 68"

(3) MINIMUM HOOK EMBEDMENT LENGTHS:

#3 - 8" #6 - 15" #9 - 22" #4 - 10" #7 - 17" #10 - 25" #5 - 12" #8 - 19" #11 - 27"

(4) HORIZONTAL BARS HAVING MORE THAN 12" OF CONCRETE PLACED

BELOW THEM SHALL BE CONSIDERED TOP REINFORCEMENT AND SHALL

HAVE MINIMUM STRAIGHT EMBEDMENT AND LAP SPLICE LENGTHS

INCREASED BY NOT LESS THAN 30% OVER THOSE GIVEN ABOVE.

(5) HOOK EMBEDMENT IS THE MINIMUM STRAIGHT LINE DISTANCE FROM THE

CRITICAL SECTION OF THE BAR TO THE FARTHEST EDGE OF THE HOOK.

(6) EPOXY GROUT: CONFORM TO ASTM C881, TYPE IV, GRADE 3, EXCEPT GEL

TIMES. PROVIDE MINIMUM EMBEDMENT LENGTH REQUIRED TO DEVELOP

ULTIMATE STRENGTH OF BAR.

g. PROVIDE ADDITIONAL REINFORCEMENT AT ALL OPENINGS AND CORNER BARS

AT ALL INTERSECTING GRADE BEAMS, WALLS, AND CURBS IN ACCORDANCE

WITH THE STANDARD DETAILS ON S-301, UNLESS NOTED

OTHERWISE.

6. JOINTS

a. LOCATE ALL CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION, AND

OTHER JOINTS AS INDICATED OR SPECIFIED, OR OTHERWISE APPROVED BY

THE CONTRACTING OFFICER.

b. SURFACES OF ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS SHALL

BE CLEANED OF LAITANCE AND SHALL EXPOSE CLEAN COARSE AGGREGATE

SOLIDLY EMBEDDED IN MORTAR MIX. JUST PRIOR TO DEPOSITING CONCRETE,

SURFACE OF CONSTRUCTION JOINT SHALL BE THOROUGHLY CLEANED AND

WETTED.

c. THESE PROVISIONS SHALL ALSO APPLY WHEN NEW CONCRETE IS PLACED

AGAINST EXISTING CONCRETE. IN ADDITION, EXISTING CONCRETE SURFACE

SHALL BE ADEQUATELY PREPARED BY APPLICATION OF A BONDING AGENT.

3. SPECIAL INSPECTIONS: SEE S-004 AND S-005 FOR STATEMENT OF SPECIAL INSPECTIONS.

A. THIS "STATEMENT OF SPECIAL INSPECTIONS" HAS BEEN PREPARED IN

ACCORDANCE WITH IBC 2012, SECTION 1704.

B. CONTRACTOR SHALL RETAIN PRE-COORDINATED AND GOVERNMENT-APPROVED

THIRD-PARTY QUALITY ASSURANCE AGENCIES TO PROVIDE SPECIAL INSPECTIONS

DURING CONSTRUCTION IN ACCORDANCE WITH IBC 2012, CHAPTER 17.

C. IN ACCORDANCE WITH IBC SECTION 1704.4, CONTRACTOR RESPONSIBLE FOR THE

CONSTRUCTION OF THE MAIN WIND OR SEISMIC-FORCE-RESISTING SYSTEM SHALL

SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE CONTRACTING

OFFICER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK ON THE

SYSTEM.

D. CONTRACTOR SHALL RETAIN THE SERVICES OF A SPECIAL INSPECTOR OF RECORD

(SIOR) IN ACCORDANCE WITH UFC 3-301-01 SECTION 2-2.3.3 1704.6. SIOR SHALL BE A

LICENSED PROFESSIONAL ENGINEER IN A STATE ACCEPTABLE TO THE CONTRACTING

OFFICER'S REPRESENATIVE, AND SHALL SUBMIT QUALIFICATIONS ACCEPTABLE TO THE

CONTRACTING OFFICER'S REPRESENATIVE.

E. EACH SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL

DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE CONTRACTING

OFFICER'S REPRESENTATIVE, FOR INSPECTION OF THE PARTICULAR TYPE OF

CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

F. SPECIAL INSPECTION AGENCY SHALL SUBMIT INSPECTION REPORTS DURING

CONSTRUCTION FOR VERIFICATION, INCLUDING FINAL REPORTS IN ACCORDANCE

WITH IBC 2012, SECTION 1704.1.2.

G. SPECIAL INSPECTOR SHALL USE THE LATEST ISSUE OF THE STRUCTURAL

DRAWINGS FOR ALL INSPECTIONS. SHOP FABRICATION DRAWINGS SHALL NOT BE

USED FOR SUCH PURPOSES.

H. THE TABLES SHOWN ON S-004 IDENTIFY THE MATERIALS, SYSTEMS, AND COMPONENTS

FOR WHICH SPECIAL INSPECTION IS REQUIRED. "X" INDICATES THE REQUIRED

FREQUENCY OF INSPECTION AS DEFINED BY THE IBC 2012, SECTION 1702.

4. TESTING REQUIREMENTS:

A. CONTRACTOR SHALL RETAIN PRE-COORDINATED AND GOVERNMENT-APPROVED

THIRD-PARTY TESTING AGENCIES TO PROVIDE STRUCTURAL TESTING DURING

CONSTRUCTION IN ACCORDANCE WITH IBC 2012, CHAPTER 17.

B. TESTING AGENCY SHALL SUBMIT TEST RESULTS DURING CONSTRUCTION FOR

VERIFICATION INCLUDING A FINAL REPORT IN ACCORDANCE WITH IBC 2012,

SECTION 1704.2.4.

C. TABLES ON S-004 AND S-005 IDENTIFY THE STRUCTURAL TESTS REQUIRED FOR THIS

PROJECT.

5. STRUCTURAL OBSERVATIONS:

A. CONTRACTOR SHALL RETAIN PRE-COORDINATED AND GOVERNMENT-APPROVED

THIRD-PARTY REGISTERED DESIGN PROFESSIONALS TO PROVIDE STRUCTURAL

OBSERVATIONS DURING CONSTRUCTION IN ACCORDANCE WITH IBC 2012,

SECTION 1704.5.

B. EACH STRUCTURAL OBSERVER SHALL SUBMIT WRITTEN STATEMENTS IDENTIFYING

FREQUENCY AND EXTENT OF STRUCTURAL OBSERVATIONS AND ANY REPORTED

DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED IN ACCORDANCE WITH IBC 2012,

SECTION 1704.5.

6. DESIGN LOADS

A. OCCUPANCY CLASSIFICATION : CATEGORY II PER UFC 3-301-01.

B. LIVE LOADS PER UFC 3-301-01

1. FLOOR LIVE LOAD: 100 PSF OR A CONCENTRATED LOAD OF 2,000 POUNDS

UNIFORMLY DISTRIBUTED OVER AN AREA 2.5 FT SQUARE.

2. ROOF LIVE LOAD: 20 PSF.

3. FLOOR AND ROOF LIVE LOAD REDUCTION IS NOT PERMITTED PER UFC 3-301-01.

4. MONORAIL: 3 TON

C. COLLATERAL LOADS: 12 PSF

8. MATERIALS: SEE THE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTS

AND COMPLY WITH ALL APPLICABLE OSHA REGULATIONS

A. REINFORCED CONCRETE: SECTIONS 031113.0010, 031500.0010, 032000.0010, 033000.0010, 033500.0010, 033900.0010.

1. REINFORCED CONCRETE SHALL BE PREPARED AND PLACED IN

ACCORDANCE WITH ACI MANUAL OF CONCRETE PRACTICE.

2. CONCRETE

a. UNLESS NOTED OTHERWISE: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 4500 PSI, NORMAL WEIGHT.

b. INTERIOR SLABS ON GRADE SHALL NOT HAVE AIR ENTRAINMENT.

c. SEE PLAN FOR SLAB THICKNESS AND REINFORCEMENT.

d. PROVIDE #4 X 3'-0" DIAGONAL BAR AT ALL REENTRANT CORNERS (TYPICAL).

3. SLAB-ON-GRADE SHALL BE PLACED ON 10 MIL VAPOR BARRIER ON 6" SELECT

GRANULAR FILL PER SPEC SECTION 310000.

D

ES

IG

N

ED

B

Y:

1 432

A

B

C

D

C O

PY

R

IG

H

T

B

U R

N S

M cD O

N N

EL

L

EN

G

IN

EE

R

IN

G C

O M

PA

N

Y, IN

C

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

OMAHA DISTRICT

PN

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T

C O

R

PS

O F

EN

G

IN

EE

R S

O M

AH

A, N

EB

R

AS

KA

D

W N

B Y:

C

KD

B Y:

FI

LE

N

AM

E:

SI

ZE

PL

O T

SC

AL

E:

PL

O T

D

AT

E:

D

AT

E:

SU

BM

IT

TE

D B

Y:

C

O N

TR

AC

T N

O

FI

LE

N U

M

BE

R

X

SO

LI

C

IT

AT

IO

N N

O

AF

2-

AS

IN

D

IC

AT

ED

AP

R

IL

W

F-

-B

-0

SY

M

D

AT

E

AP

PR

D

ES

C

R

IP

TI

O

N

BU

R N

S

M cD

O N

N

EL

L

N O

R M

AN

C

EN

TE

R D

R

BL

O

O M

IN

G

TO

N

, M N

2-

6-

4/

/2

1:

:1

PM

S-001

Q

JV

F1

FY

P -3

C

O N

ST

R

U C

T

AD

D

IT

IO

N

B

G

EN

ER

AL

N O

TE

S

- S H

EE

T

ES

B

BB

B

C G

M M

IN

O

T

AF

B , N

O R

T H D

AK

O

TA

4/

/1

M

IA

8S -0

SY

M

D

AT

E

D

ES

C R

IP

TI

O N

AP

8. MATERIALS (CONTINUED):

B. STRUCTURAL AND MISCELLANEOUS STEEL: SECTIONS 051200, 055013

1. STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN

ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, 14th EDITION.

2. TEMPORARY ERECTION BRACING SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTOR

AS REQUIRED AND SHALL NOT BE REMOVED UNTIL ALL PERMANENT LATERAL-LOAD-RESISTING

ELEMENTS AND CONNECTIONS ARE COMPLETELY INSTALLED.

3. WIDE FLANGE SHAPES AND TEES: ASTM A992, Fy = 50 KSI.

4. OTHER SHAPES, PLATES, AND THREADED RODS

a. ASTM A36, Fy = 36 KSI, UNLESS NOTED OTHERWISE.

b. ASTM A572 GRADE 50, Fy = 50 KSI, WHERE INDICATED AS "(50)".

5. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE

B, Fy = 46 KSI.

6. PIPE: ASTM A53 TYPE E OR S, GRADE B, Fy = 35 KSI.

7. BOLTS

a. 3/4" DIAMETER ASTM A325, UNLESS NOTED OTHERWISE.

b. FRAMING CONNECTIONS: PRETENSIONED JOINTS WITH STANDARD HOLES, UNLESS

NOTED OTHERWISE.

8. WELDING: IN ACCORDANCE WITH AWS D1.1 USING E70 ELECTRODE, WITH LOW HYDROGEN

WHERE REQUIRED.

9. HEADED STUDS

a. COLD-FINISHED STEEL CONFORMING TO ASTM A108, GRADE 1015 OR 1020.

10. ANCHOR BOLTS

a. ASTM F1554 GRADE 36.

b. LOCATE ANCHOR BOLTS ACCURATELY, SET WITH TEMPLATES, AND SECURELY HOLD IN

POSITION WHILE PLACING CONCRETE. PROTECT IN-PLACE ANCHOR BOLTS

FROM CONSTRUCTION ACTIVITY.

c. THE FOLLOWING ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING

OF THE STRUCTURAL ENGINEER OF RECORD:

(1) INSERTING ANCHOR BOLTS INTO FRESH OR PARTIALLY HARDENED CONCRETE.

(2) SUBSTITUTING POST-INSTALLED ANCHORS WHERE EMBEDDED ANCHOR BOLTS

ARE INDICATED.

(3) REPAIRING, REPLACING, OR MODIFYING INSTALLED ANCHOR BOLTS.

11. POST-INSTALLED ANCHORS: BASIS OF DESIGN IS HILTI HIT HY 200 OR APPROVED EQUAL.

ALL POST-INSTALLED ANCHORS SHALL COMPLY WITH IBC 2012.

12. GROUT: CEMENTITIOUS NONSHRINK.

C. STEEL JOISTS: SECTION 05 21 00

1. STEEL JOISTS, BRIDGING, AND ACCESSORIES SHALL BE DESIGNED, FABRICATED,

AND ERECTED IN ACCORDANCE WITH SJI SPECIFICATIONS.

2. JOISTS CALLED OUT ON THE CONTRACT DRAWINGS ARE SIZED FOR EQUIVALENT

UNIFORM GRAVITY LOADS ONLY. SUPPLIER SHALL FURTHER DESIGN AND MODIFY

JOISTS AS REQUIRED FOR ALL ADDITIONAL DISTRIBUTED AND CONCENTRATED

DEAD, LIVE, WIND (INCLUDING UPLIFT), SNOW (INCLUDING DRIFT), AND OTHER LOADS

INDICATED ON THE CONTRACT DRAWINGS OR OTHERWISE PROVIDED BY

EQUIPMENT VENDORS.

3. ALL JOISTS SHALL BE CAPABLE OF SUPPORTING A 300 LB CONCENTRATED LOAD

AT ANY POINT ALONG THE TOP OR BOTTOM CHORD IN ADDITION TO ALL OTHER

LOADS INDICATED OR SPECIFIED.

4. JOISTS SHALL BE ATTACHED TO SUPPORTING STRUCTURAL MEMBERS OR BEARING

PLATES USING A MINIMUM 3/16" x 1 1/2" LONG FIELD FILLET WELD OR

1/2" DIAMETER ASTM A325-ST BOLT ON EACH SIDE OF THE JOIST SEAT, UNLESS

NOTED OTHERWISE. BOLTS SHALL BE USED FOR ALL NON-PANELIZED JOISTS OF

40 FT OR GREATER SPAN.

5. JOISTS SUPPORTING STEEL DECK SHALL BE INSTALLED TO PROVIDE A FLAT PLANE

FOR DECK ATTACHMENT. JOIST MODIFICATIONS AND SHIMS SHALL BE PROVIDED AS

REQUIRED.

6. THE FOLLOWING ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING

OF THE STRUCTURAL ENGINEER OF RECORD:

a. CHANGE OF JOIST DEPTH FROM THAT INDICATED.

b. USE OF BOLTS LARGER THAN 1/2" DIAMETER FOR JOIST ATTACHMENT.

c. ANY MODIFICATION OF JOISTS NOT DISCUSSED ABOVE.

D. STEEL DECK: SECTION 053000

1. STEEL DECK, ATTACHMENTS, AND ACCESSORIES SHALL BE DESIGNED, FABRICATED,

AND INSTALLED IN ACCORDANCE WITH SDI MANUALS AND AISI COLD-FORMED STEEL

DESIGN MANUAL.

2. ROOF DECK

a. 1 1/2", 20 GAGE, WIDE RIB WITH Fy = 33 KSI, Imin = 0.201 IN^4/FT, Smin = 0.234 IN^3/FT, GALVANIZED G90, TYP UNO.

3. ALL STEEL DECK AND DECK ATTACHMENTS SHALL BE CAPABLE OF RESISTING THE WIND

UPLIFT LOADS INDICATED ON THE CONTRACT DRAWINGS AND A SERVICE DIAPHRAGM SHEAR

OF 195 PLF.

4. ALL STEEL DECK SHALL CROSS A MINIMUM OF TWO SPANS. MINIMUM LENGTH OF END

LAPS AND BEARING AT ALL SUPPORTS SHALL BE 2".

5. ALL STEEL DECK SHALL BE SUPPORTED AT EDGES OF OPENINGS. ADDITIONAL SUPPORT

STEEL SHALL BE PROVIDED BY CONTRACTOR AS REQUIRED AND FABRICATED SO THAT DECK

RUNS CONTINUOUSLY OVER MINOR OPENINGS, WHICH SHALL NOT BE CUT UNTIL NEEDED BY

OTHER TRADES.

6. MINIMUM STEEL DECK ATTACHMENT SHALL BE AS FOLLOWS:

a. DECK SHALL BE FASTENED AT EACH END AND AT INTERMEDIATE SUPPORTS

BY 5/8" DIAMETER PUDDLE WELDS, 36/4 PATTERN.

b. SIDE LAP CONNECTIONS SHALL BE MADE AT SEAMS USING #10 SCREWS, 5 PER SPAN.

c. CONNECTIONS ALONG SIDE BOUNDARIES, RIDGE PLATES, AND ROOF SUB

FRAMING SHALL BE MADE AT 12" ON CENTER MAXIMUM.

d. PNEUMATIC FASTENERS AND/OR SCREWS SHALL NOT BE SUBSTITUTED WHERE

WELDS ARE SPECIFIED, BUT MAY BE USED IN TEMPORARY ATTACHMENT OF

STEEL DECK.

7. ACCESSORY PLATES (RIDGES, VALLEYS, ETC) SHALL HAVE A MINIMUM THICKNESS OF

0.0359 IN.

8. NOTHING SHALL BE HUNG FROM THE ROOF DECK UNLESS APPROVED IN WRITING BY THE

STRUCTURAL ENGINEER OF RECORD.

E. COLD-FORMED STEEL FRAMING: SECTION 054000

1. COLD-FORMED STEEL FRAMING SHALL BE DESIGNED, FABRICATED, AND ERECTED IN

ACCORDANCE WITH AISI COLD-FORMED STEEL DESIGN MANUAL AND SSMA

PUBLICATIONS AS APPLICABLE.

2. SUPPLIER SHALL DESIGN AND DETAIL ALL ENGINEERED COLD-FORMED METAL FRAMING

ELEMENTS, INCLUDING MEMBERS FOR WHICH SIZES ARE NOT INDICATED ON THE DRAWINGS

AND ANY TEMPORARY AND PERMANENT BRACING, FOR LOADS BASED ON THE CRITERIA GIVEN

ON DRAWING S-001.

3. SHAPE DESIGNATIONS

a. STUDS, JOISTS, TRACK, CHANNELS, AND FURRING CHANNELS: PER SSMA

PRODUCT TECHNICAL INFORMATION, INDICATING MEMBER DEPTH, STYLE,

FLANGE WIDTH, AND MATERIAL THICKNESS.

4. FRAMING MEMBERS

a. ASTM A653 GRADE 33, Fy = 33 KSI, UNLESS NOTED OTHERWISE.

b. ASTM A653 GRADE 50, Fy = 50 KSI, FOR MATERIAL THICKNESS 54 MILS OR

GREATER AND WHERE INDICATED AS "(50)".

5. FINISH: HOT-DIP GALVANIZE TO PROVIDE A COATING CLASS OF G90.

6. MECHANICAL FASTENERS: CORROSION-RESISTANT-COATED, SELF-DRILLING, SELF-

THREADING STEEL DRILL SCREWS WITH LOW PROFILE HEADS BENEATH SHEATHING AND

MANUFACTURER'S STANDARD HEADS ELSEWHERE.

7. WELDING: IN ACCORDANCE WITH AWS D1.1 OR D1.3, AS APPLICABLE.

8. ALL END CONNECTIONS FOR EXTERIOR STUDS SHALL BE DESIGNED FOR A FACTORED

HORIZONTAL FORCE PERPENDICULAR TO THE PLANE OF THE WALL AND EQUAL TO THE

REACTIONS DUE TO A UNIFORMLY DISTRIBUTED LOAD THAT DEVELOPS A MAXIMUM MOMENT

IN THE STUD EQUAL TO 1.21 TIMES ITS NOMINAL FLEXURAL CAPACITY.

9. LIGHTNING PROTECTION POLE FOUNDATION DESIGN REACTIONS

A. THE FOLLOWING NOMINAL (ASD) REACTIONS WERE USED FOR THE DESIGN OF THE LIGHTNING

PROTECTION POLE FOUNDATIONS. THESE REACTIONS WERE ESTIMATED BASED ON LOADS CALCULATED IN ACCORDANCE WITH ASCE 7-10 USING THE WIND AND ICE LOAD CRITERIA LISTED IN NOTE 6. SUBMIT REACTIONS FROM POLE MANUFACTURERS FOR VERIFICATION PRIOR TO PLACING FOUNDATION CONCRETE.

1. 76 FOOT LIGHTNING PROTECTION POLE:

a. AXIAL = 3,320 LBS

b. SHEAR = 3,290 LBS

c. MOMENT = 226,000 FT-LBS

2. 40 FOOT LIGHTNING PROTECTION POLE:

a. AXIAL = 1,700 LBS

b. SHEAR = 1,330 LBS

c. MOMENT = 46,500 FT-LBS

D

ES

IG

N

ED

B

Y:

1 432

A

B

C

D

C O

PY

R

IG

H

T

B

U R

N S

M cD O

N N

EL

L

EN

G

IN

EE

R

IN

G C

O M

PA

N

Y, IN

C

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

OMAHA DISTRICT

PN

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T

C O

R

PS

O F

EN

G

IN

EE

R S

O M

AH

A, N

EB

R

AS

KA

D

W N

B Y:

C

KD

B Y:

FI

LE

N

AM

E:

SI

ZE

PL

O T

SC

AL

E:

P

LO

T

D

AT

E:

D

AT

E:

SU

BM

IT

TE

D B

Y:

C

O N

TR

AC

T N

O

FI

LE

N U

M

BE

R

X2

SO

LI

C

IT

AT

IO

N N

O

AF

2-

AS

IN

D

IC

AT

ED

AP

R

IL

W

F-

-B

-0

SY

M

D

AT

E

AP

PR

D

ES

C

R

IP

TI

O

N

BU

R N

S

M cD

O N

N

EL

L

N O

R M

AN

C

EN

TE

R D

R

BL

O

O M

IN

G

TO

N

, M N

2-

6-

4/

/2

1:

:1

PM

S-002

Q

JV

F1

FY

P -3

C

O N

ST

R

U C

T

AD

D

IT

IO

N

B

G

EN

ER

AL

N O

TE

S

- S H

EE

T

ES

B

BB

B

C G

M M

IN

O

T

AF

B , N

O R

T H D

AK

O

TA

4/

/1

M

IA

8S -0

SY

M

D

AT

E

D

ES

C R

IP

TI

O N

AP

ELEVATION CALLOUT EXAMPLEDETAIL CALLOUT EXAMPLESECTION CALLOUT EXAMPLE

SECTION, DETAIL, AND ELEVATION

IDENTIFICATION SYSTEM

SECTION, DETAIL, AND ELEVATION

SYMBOL IDENTIFIERS

DRAWING SEQUENCE NUMBER

INDICATES WHERE TITLE IS

LOCATED (MAY NOT BE

PRESENT IF CALLOUT AND

TITLE ARE ON THE SAME

DRAWING)

LETTER OR

NUMBER

DESIGNATORONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR

(MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE

ON DRAWINGS WITHIN

THE SAME DISCIPLINE)

THE WORD "SECTION" MAY BE REPLACED WITH

"ELEVATION" OR "DETAIL"

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

A1 S-001

A1 S-001

SECTION

A1 S-001

A1 S-001

A1 S-001

D

ES

IG

N

ED

B

Y:

1 432

A

B

C

D

C O

PY

R

IG

H

T

B

U R

N S

M cD O

N N

EL

L

EN

G

IN

EE

R

IN

G C

O M

PA

N

Y, IN

C

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

OMAHA DISTRICT

PN

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T

C O

R

PS

O F

EN

G

IN

EE

R S

O M

AH

A, N

EB

R

AS

KA

D

W N

B Y:

C

KD

B Y:

FI

LE

N

AM

E:

SI

ZE

PL

O T

SC

AL

E:

P

LO

T

D

AT

E:

D

AT

E:

SU

BM

IT

TE

D B

Y:

C

O N

TR

AC

T N

O

FI

LE

N U

M

BE

R

X2

SO

LI

C

IT

AT

IO

N N

O

AF

2-

AS

IN

D

IC

AT

ED

AP

R

IL

W

F-

-B

-0

SY

M

D

AT

E

AP

PR

D

ES

C

R

IP

TI

O

N

BU

R N

S

M cD

O N

N

EL

L

N O

R M

AN

C

EN

TE

R D

R

BL

O

O M

IN

G

TO

N

, M N

2-

6-

4/

/2

1:

:1

PM

S-003

Q

JV

F1

FY

P -3

C

O N

ST

R

U C

T

AD

D

IT

IO

N

B

LE

G

EN

D

A

BB

R

EV

IA

TI

O

N S

ES

B

BB

B

C G

M M

IN

O

T

AF

B , N

O R

T H D

AK

O

TA

4/

/1

M

IA

8S -0

OZ OUNCE

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PEMP PRE-ENGINEERED METAL BUILDING

PEN PENETRATE

PERIM PERIMETER

PERP PERPENDICULAR

PJNT PROJECTION

PL PLATE

PLC PLACES

PREFAB PREFABRICATED

PS PIPE SUPPORT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RISER

RAD RADIUS

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCE

REQD REQUIRED

REV REVISION

RM ROOM

S SOUTH

SB SHEAR BAR

SCHED SCHEDULE

SE SOUTHEAST

SECT SECTION

SF SWAY FRAME

SH SHEET

SIM SIMILAR

SLO SHORT LEG OUTSTANDING

SLP SLOPE

SLV SLEEVE

SP SPACE

SPEC SPECIFICATION

SQ SQUARE

SST STAINLESS STEEL

STD STANDARD

STIF STIFFENER

STIR STIRRUP

STL STEEL

STR STRAIGHT

STRL STRUCTURAL

STRUC STRUCTURAL

SW SOUTHWEST

SYMM SYMMETRICAL

T TON

T&B TOP AND BOTTOM

T/ TOP OF

T/C OR TOC TOP OF CONCRETE

T/P TOP OF PIER

T/STL OR

TOS

TOP OF STEEL

TEMP TEMPORARY

THD THREAD

THK THICK

THRU THROUGH

TOB TOP OF BOLT

TOG TOP OF GRATING

TOS OR T/S TOP OF STEEL

TRD TREAD

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VAR VARIES

VEF VERTICAL EACH FACE

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WD WIDE

WDT WIDTH

WP WORK POINT

WS WATERSTOP

WT WEIGHT

WWF WELDED WIRE FABRIC

FD FLOOR DRAIN

FDN FOUNDATION

FF FAR FACE

FL FLOOR

FLG FLANGE

FNSH FINISH

FS FAR SIDE

FT FEET

FUT FUTURE

GA GAGE

GALV GALVANIZE

GB GRADE BEAM

GHSE GREENHOUSE

GND GROUND

GR GRADE

GRTG GRATING

H SLAB THICKNESS

HDHSE HEADHOUSE

HEF HORIZONTAL EACH FACE

HEX HEXAGON

HG HIGH

HH HEADHOUSE

HK HOOK

HORIZ HORIZONTAL

HPT HIGH POINT

HR HAND RAIL

HS HIGH STRENGTH

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IF INSIDE FACE

IJ ISOLATION JOINT

IN INCHES

INTR INTERIOR

INVT INVERT

IR INSIDE RADIUS

JT JOINT

KB KNEE BRACE

KPL KICK PLATE

KSI KIPS PER SQUARE INCH

L ANGLE

LAD LADDER

LB POUND

LD DEVELOPMENT LENGTH

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLO LONG LEG OUTSTANDING

LLV LONG LEG VERTICAL

LNTL LINTEL

LONG LONGITUDINAL

LPT LOW POINT

LS LAP SPLICE

LVL LEVEL

MATL MATERIAL

MAX MAXIMUM

MC MOMENT CONNECTION

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MK MARK

MO MASONRY OPENING

N NORTH

NA NOT APPLICABLE

NE NORTHEAST

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

# POUNDS OR NUMBER

% PERCENT

& AND

@ AT

AA ALUMINUM ASSOCIATION

AB ANCHOR BOLT

ABT ABOUT

ACI AMERICAN CONCRETE INSTITUTE

ADH ADHESIVE

AGGR AGGREGATE

AHR ANCHOR

AISI AMERICAN IRON AND STEEL INSTITUTE

AL ALUMINUM

ALTN ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECT

ASTM AMERICAN SOCIETY FOR TESTING OF

MATERIALS

AWS AMERICAN WELDING SOCIETY

B/P BASE OF PIER

BC BOLT CIRCLE

BETW BETWEEN

BLDG BUILDING

BM BEAM

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BRKT BRACKET

C/C CENTER TO CENTER

CAP CAPACITY

CF CUBIC FEET

CHKR CHECKER

CIR CIRCLE

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLJ CONTROL JOINT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONCRETE OPENING

COL COLUMN

COMP COMPRESSION

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CONTR CONTRACT

COORD COORDINATE

COR CORNER

COTR CONTRACTING OFFICER

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CTR CENTER

CTRD CENTERED

CY CUBIC YARD

DBL DOUBLE

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DK DECKING

DL DEAD LOAD

DN DOWN

DWG DRAWING

DWL DOWEL

E EAST

EA EACH

ED EQUIPMENT DRAIN

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EQ EQUAL

EQ SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FAB FABRICATE

ABBREVIATIONS

SY

M

D

AT

E

D

ES

C R

IP

TI

O N

AP

IBC 2012 TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION

OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARDª

1. MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK:

APPLICABLE ASTM

MATERIAL STANDARDS

2. INSPECTION OF WELDING:

AWS D1.4

ACI 318: SECTION 3.5.2

— X

X—

X—

a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS

SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.

b. MANUFACTURER'S CERTIFIED TEST REPORTS.

a. COLD-FORMED STEEL DECK:

AWS D1.3X—1) FLOOR AND ROOF DECK WELDS.

b. REINFORCING STEEL:

——1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER

THAN ASTM A 706.

——2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL

FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES,

AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL

WALLS OF CONCRETE AND SHEAR REINFORCEMENT.

3) SHEAR REINFORCEMENT

X—4) OTHER REINFORCING STEEL.

IBC 2012 TABLE 1705.3 REQUIRED VERIFICATION

AND INSPECTION OF CONCRETE CONSTRUCTION

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARDª IBC REFERENCE

1. INSPECTION OF REINFORCING STEEL. X ACI 318: 3.5, 7.1-7.7 1910.4

2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE

WITH TABLE 1705.2.2, ITEM 2b.

AWS D1.4 ACI 318: 3.5.2 —

3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE

ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE

STRENGTH DESIGN IS USED.

1908.5, 1909.1

4. INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED

CONCRETE MEMBERS.

X ACI 318: 3.8.6, 8.1.3, 21.2.8 1909.1

5. VERIFYING USE OF REQUIRED DESIGN MIX. ACI 318: CH. 4, 5.2-5.4

6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE

SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR

CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE

CONCRETE.

X

ASTM C 172

ASTM C 31

ACI 318: 5.6, 5.8

1910.10

7. INSPECTION OF CONCRETE PLACEMENT FOR PROPER

APPLICATION TECHNIQUES.

__ ACI 318: 5.9, 5.10 1910.6, 1910.7,

1910.8

8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES.

a. APPLICATION OF PRESTRESSING FORCES. ACI 318: 18.20

9. INSPECTION OF PRECAST CONCRETE :

10. ERECTION OF PRECAST CONCRETE MEMBERS. ACI 318: CH. 16

11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO

STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND

PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND

STRUCTURAL SLABS. ACI 318: 6.2

X

X

ACI 318: 8.1.3, 21.2.8

1904.2, 1910.2, 1910.3

X— ACI 318: 5.11- 5.13 1910.9

12. INSPECT FORMWORK FOR SHAPE, LOCATION AND

DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

ACI 318: 6.1.1—

X—

FOR SI: 1 INCH = 25.4 MM

a. WHERE APPLICABLE, SEE ALSO SECTION 1705.11, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.

b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN

APPROVED SOURCE IN ACCORDANCE WITH ACI 355.2 OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE

APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.

c. WHEN DIRECTED BY THE CONTRACT DOCUMENTS TO PROVIDE POST-INSTALLED ANCHORAGES THE FOLLOWING GUIDELINES SHALL BE

FOLLOWED:

1. A REPRESENTATIVE OF THE ANCHOR MANUFACTURER OR PROJECT SPECIAL INSPECTOR SHALL BE ON SITE TO OVERSEE THE

INSTALLATION OF THE FIRST FOUR ANCHORS FOR EACH TYPE OF ANCHOR INSTALLED. THIS MEASURE SHALL BE TAKEN FOR EACH INSTALLER OF THE ANCHORS. THIS SERVICE IS TYPICALLY PROVIDED FREE BY THE LOCAL ANCHOR REPRESENTATIVE.

2. THE FIRST FOUR ANCHORS SHALL BE TENSION TESTED ONCE INSTALLATION IS COMPLETE FOR 200% OF THE SERVICE LEVEL LOAD

CAPACITY AS SPECIFIED BY THE MANUFACTURER.

IBC 2012 TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS

VERIFICATION AND INSPECTION TASK

CONTINUOUS DURING

TASK LISTED

PERIODICALLY DURING TASK

LISTED

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. — X

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. — X

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. — X

4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X —

5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN

PREPARED PROPERLY. — X

D

ES

IG

N

ED

B

Y:

1 432

A

B

C

D

C O

PY

R

IG

H

T

B

U R

N S

M cD O

N N

EL

L

EN

G

IN

EE

R

IN

G C

O M

PA

N

Y, IN

C

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

OMAHA DISTRICT

PN

U .S

. A R

M Y

EN

G

IN

EE

R D

IS

TR

IC

T

C O

R

PS

O F

EN

G

IN

EE

R S

O M

AH

A, N

EB

R

AS

KA

D

W N

B Y:

C

KD

B Y:

FI

LE

N

AM

E:

SI

ZE

PL

O T

SC

AL

E:

P

LO

T

D

AT

E:

D

AT

E:

SU

BM

IT

TE

D B

Y:

C

O N

TR

AC

T N

O

FI

LE

N U

M

BE

R

X2

SO

LI

C

IT

AT

IO

N N

O

AF

2-

AS

IN

D

IC

AT

ED

AP

R

IL

W

F-

-B

-0

SY

M

D

AT

E

AP

PR

D

ES

C

R

IP

TI

O

N

BU

R N

S

M cD

O N

N

EL

L

N O

R M

AN

C

EN

TE

R D

R

BL

O

O M

IN

G

TO

N

, M N

2-

6-

4/

/2

1:

:1

PM

S-004

Q

JV

F1

FY

P -3

C

O N

ST

R

U C

T

AD

D

IT

IO

N

B

ST

AT

EM

EN

T O

F

SP

EC

IA

L

IN

SP

EC

TI

O

N S

ES

B

BB

B

C G

M M

IN

O

T

AF

B , N

O R

T H D

AK

O

TA

4/

/1

M

IA

8S -0

1. STATEMENT OF SPECIAL INSPECTIONS

A. THIS "STATEMENT OF SPECIAL INSPECTIONS" HAS BEEN PREPARED IN ACCORDANCE WITH IBC 2012, SECTION 1704.

B. CONTRACTOR SHALL RETAIN PRE-COORDINATED AND GOVERNMENT-APPROVED THIRD-PARTY QUALITY ASSURANCE

AGENCIES TO PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION IN ACCORDANCE WITH IBC 2012, CHAPTER 17.

C. EACH SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE

SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE, FOR INSPECTION OF THE PARTICULAR TYPE OF

CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

D. SPECIAL INSPECTION AGENCY SHALL SUBMIT INSPECTION REPORTS DURING CONSTRUCTION FOR VERIFICATION, INCLUDING FINAL REPORTS IN ACCORDANCE WITH IBC 2012, SECTION 1704.1.2.

E. SPECIAL INSPECTOR SHALL USE THE LATEST ISSUE OF THE STRUCTURAL DRAWINGS FOR ALL INSPECTIONS. SHOP

FABRICATION DRAWINGS SHALL NOT BE USED FOR SUCH PURPOSES.

F. THE FOLLOWING TABLES IDENTIFY THE MATERIALS, SYSTEMS, AND COMPONENTS FOR WHICH SPECIAL INSPECTION IS

REQUIRED.

2. TESTING REQUIREMENTS

A. CONTRACTOR SHALL RETAIN PRE-COORDINATED AND GOVERNMENT-APPROVED THIRD-PARTY TESTING AGENCIES TO

PROVIDE STRUCTURAL TESTING DURING CONSTRUCTION IN ACCORDANCE WITH IBC 2012, CHAPTER 17.

B. TESTING AGENCY SHALL SUBMIT TEST RESULTS DURING CONSTRUCTION FOR VERIFICATION INCLUDING A FINAL REPORT

IN ACCORDANCE WITH IBC 2012, 1704.2.4.

C. THE TABLES BELOW IDENTIFY THE STRUCTURAL TESTS REQUIRED FOR THIS PROJECT.

3. STRUCTURAL OBSERVATIONS

A. CONTRACTOR SHALL RETAIN PRE-COORDINATED AND GOVERNMENT-APPROVED THIRD-PARTY REGISTERED DESIGN

PROFESSIONALS TO PROVIDE STRUCTURAL OBSERVATIONS DURING CONSTRUCTION IN ACCORDANCE WITH IBC 2012, CHAPTER 17.

B. EACH STRUCTURAL OBSERVER SHALL SUBMIT WRITTEN STATEMENTS IDENTIFYING FREQUENCY AND EXTENT OF

STRUCTURAL OBSERVATIONS AND ANY REPORTED

NOTES:

NOTES:

1. "—" = NOT APPLICABLE

2. O = OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT TO BE DELAYED PENDING THESE INSPECTIONS.

3. P = PERFORM THESE TASKS FOR EACH JOINT OR MEMBER.

4. QA = INSPECTION THAT THE WORK IS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS

5. QC = INSPECTION THAT THE WORK IS PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS

6. ALL COSTS DUE TO SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2012, ACI 530-11 AND AISC 300-10 SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR. THIS INCLUDES ALL QC AND QA REQUIREMENTS INDICATED ON S-003H AND S-004H.

7. QUALITY CONTROL: CONTROLS AND INSPECTIONS IMPLEMENTED BY THE FABRICATOR OR ERECTOR, AS APPLICABLE, TO ENSURE

THAT THE MATERIAL PROVIDED AND WORK PERFORMED MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION

DOCUMENTS AND REFERENCED STANDARDS.

8. QUALITY ASSURANCE: MONITORING AND INSPECTION TASKS PERFORMED BY AN EGENCY OR FIRM OTHER THAN THE FABRICATOR OR ERECTOR TO ENSURE THAT THE MATERIAL PROVIDED AND WORK PERFORMED BY THE FABRICATIOR AND ERECTOR MEET THE REQUIREMENTS OF THE APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. QUALITY ASSURANCE INCLUDES

THOSE TASKS DESIGNATED "SPECIAL INSPECTION" BY THE APPLICABLE BUILDING CODE.

SY

M

D

AT

E

D

ES

C R

IP

TI

O N

AP

AISC 360-10 TABLE N5.4-1

INSPECTION TASKS PRIOR TO WELDING

INSPECTION TASKS PRIOR TO WELDING QC QA

WELDING PROCEDURE SPECIFICATION (WPSs) AVAILABLE P

MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

MATERIAL IDENTIFICATION (TYPE/GRADE)

WELDER IDENTIFICATION SYSTEM (1)

FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)

• JOINT PREPARATION

• DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

• CLEANLINESS (CONDITION OF STEEL SURFACES)

• TACKING (TACK WELD QUALITY AND LOCATION)

• BACKING TYPE AND FIT (IF APPLICABLE)

CONFIGURATION AND FINISH OF ACCESS HOLES

FIT-UP OF FILLET WELDS

(1) THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR

MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYP.

CHECK WELDING EQUIPMENT

P

• DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

• CLEANLINESS (CONDITION OF STEEL SURFACES)

• TACKING (TACK WELD QUALITY AND LOCATION)

PP

OO

OO

OO

OO

OO

—O

AISC 360-10 TABLE N5.4-2

INSPECTION TASKS DURING WELDING

INSPECTION TASKS DURING WELDING QC QA

USE OF QUALIFIED WELDERS O

NO WELDING OVER CRACKED TACK WELDS

ENVIRONMENTAL CONDITIONS

• WIND SPEED WITHIN LIMITS

• PRECIPITATION AND TEMPERATURE

WELDING TECHNIQUES

O

• INTERPASS AND FINAL CLEANING

• EACH PASS WITHIN PROFILE LIMITATIONS

• EACH PASS MEETS QUALITY REQUIREMENTS

OO

OO

OO

OO

OO

CONTROL AND HANDLING OF WELDING CONSUMABLES

• PACKAGING

• EXPOSURE CONTROL

WPS FOLLOWED

• SETTINGS ON WELDING EQUIPMENT

• TRAVEL SPEED

• SELECTED WELDING MATERIALS

• SHIELDING GAS TYPE/FLOW RATE

• PREHEAT APPLIED

• INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)

• PROPER POSITION (F, V, H, OH)

AISC 360-10 TABLE N5.4-3

INSPECTION TASKS AFTER WELDING

INSPECTION TASKS AFTER WELDING QC QA

WELDS CLEANED O

ARC STRIKES

O

PP

PP

WELDS MEET VISUAL ACCEPTANCE CRITERIA

• CRACK PROHIBITION

• WELD/BASE-METAL FUSION

• CRATER CROSS SECTION

• WELD PROFILES

• WELD SIZE

• UNDERCUT

• POROSITY

SIZE, LENGTH AND LOCATION OF WELDS PP

K-AREA (1) PP

BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) PP

REPAIR ACTIVITIES PP

DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER PP

(1) WHEN WELDING…