Attachment I - A3_NMSHLTR.pdf

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

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M E

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O F

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DRAWFORM REVISION: 25 AUGUST 2020

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F ile

P ri n t

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

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STCETIHCRA

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50679

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AS INDICATED

NMSHLTR

A3

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

S p ro je c ts

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G-001

1760523

FINAL SUBMITTAL

12915268

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

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DSN

06 MAY 2025

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NMESIS SHELTER

MARINE CORPS BASE CAMP LEJEUNE

P-1556 10TH MARINES OPERATIONAL COMPLEX

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MID-ATLANTIC

DESIGN AND CONSTRUCTION

FACILITIES ENGINEERING AND ACQUISITION DIVISION

NORFOLK, VIRGINIA

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

R

MCB CAMP LEJEUNE

ATLANTIC OCEAN

ATLANTIC OCEAN

NEW

R

IVER

P-1556 SITE

GENERAL PROJECT NOTES GOVERNING REGULATIONS

BUILDING CODE:

UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (01 SEP 2022, W/ CHANGE 3, 26 FEB 2024) UNIFIED FACILITIES CRITERIA (UFC) 1-200-02 (01 DEC. 2020, W/CHANGE 02, 01 JUN 2022) UNIFIED FACILITIES CRITERIA (UFC) 3-110-03 (01 MAY 2012, W/CHANGE 5, 12 JUN 2020)

ACCESSIBILITY CODE:

UNIFORM ACCESSIBILITY STANDARDS (UFAS)

AMERICANS WITH DISABILITIES ACT (ADA)

ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG)

MECHANICAL CODE:

INTERNATIONAL MECHANICAL CODE (IMC) 2021

ELECTRICAL CODE:

NFPA 70, NATIONAL ELECTRIC CODE (2023)

PLUMBING CODE:

INTERNATIONAL PLUMBING CODE (IPC) 2021

FIRE PREVENTION & LIFE SAFETY CODE:

UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 (15 DEC. 2016, W/CHANGE 6, 06 MAY 2021)

NFPA 101, LIFE SAFETY CODE (2024)

1. WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION REQUIRED BY THESE

DOCUMENTS. REPAIR THE DAMAGED ITEM(S) WITH MATERIALS TO MATCH THE ADJACENT

MATERIAL, TEXTURE AND COLOR.

2. FIELD VERIFY EXISTING DIMENSIONS, PRIOR TO ORDERING MATERIALS OR BEGINNING

DEMOLITION.

3. ALL ITEMS NOT SHOWING AS "EXISTING" MUST BE PROVIDED AND INSTALLED UNDER THE

REQUIREMENTS OF THIS CONTRACT.

4. COORDINATE LAY DOWN AREA WITH THE CONTRACTING OFFICER PRIOR TO THE

PRECONSTRUCTION MEETING. THE ALLOWABLE AREA SIZE MUST BE ESTABLISHED BY THE

CONTRACTING OFFICER.

5. MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE PROPRIETARY.

PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE PROVIDED THEY MATCH THE

COLOR, FINISHES, TEXTURES AND PATTERNS OF THE MANUFACTURER LISTED, AND MEET THE

TECHNICAL REQUIREMENTS OF THE SPECIFICATIONS.

6. OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY REQUIREMENTS AS DIRECTED

BY THE CONTRACTING OFFICER.

7. CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL REMAIN

OPERATIONAL. AVOID INTERFERENCE WITH THE OPERATIONAL WORK ROUTINE.

8. ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR SPECIFICATIONS MUST BE SUBMITTED

TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO COMMENCEMENT OF RELATED

WORK.

B1450

B1445

B1337

NEW PARKING

B1

D1

D2

CONTROLLED

HUMID

ITY

W

AREHOUSE

A2

FIELD M

AIN

T.

SHOP

A1

A4

A5

A3-3

A3-3

PHASE 2

PHASE 1

A3

A3

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

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S C

O M

M A

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DRAWFORM REVISION: 25 AUGUST 2020

D E S

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

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.NEW

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50679

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AS INDICATED

NMSHLTR

A3

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

S p ro je c ts

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G-002

1760523

FINAL SUBMITTAL

12915269

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

EJA

DSN

06 MAY 2025

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ARCHITECT

MBF ARCHITECTS, P.A.

317-C POLLOCK STREET

NEW BERN, NC 28560

CIVIL

STANTEC

801 JONES FRANKLIN ROAD, SUITE 300

RALEIGH NC 27606

LANDSCAPE

STANTEC

229 PEACHTREE STREET NE, SUITE 1900

ATLANTA GA 30303

GEOTECHNICAL

ECS SOUTHEAST, LLP

6714 NETHERLANDS DRIVE

WILMINGTON, NC 28405

LIFE SAFETY

JENSEN HUGHES

4445 CORPORATION LANE, SUITE 211

VIRGINIA BEACH, VA 23455

STRUCTURAL

KAYDOS-DANIELS ENGINEERS, PLLC

400-201 WEST MORGAN STREET

RALEIGH, NC 27603

COMPREHENSIVE INTERIOR DESIGN

WITHIN INTERIOR DESIGN, INC.

1008 GRANBY STREET

NORFOLK, VA 23510

FIRE ALARM /FIRE PROTECTION

JENSEN HUGHES

4445 CORPORATION LANE, SUITE 211

VIRGINIA BEACH, VA 23455

PLUMBING / MECHANICAL / ELECTRICAL

CRENSHAW CONSULTING ENGINEERS

3516 BUSH STREET, SUITE 200

RALEIGH, NC 27609

REGIONAL MAP

VICINITY MAP

SITE MAP

PROJECT LOCATION

N

N

N

TELECOMMUNICATIONS

CRENSHAW CONSULTING ENGINEERS

3516 BUSH STREET, SUITE 200

RALEIGH, NC 27609

LIGHTNING PROTECTION

CRENSHAW CONSULTING ENGINEERS

3516 BUSH STREET, SUITE 200

RALEIGH, NC 27609

AUDIOVISUAL

THORBURN ASSOCIATES, INCORPORATED

2500 GATEWAY CENTRE BLVD., SUITE 800

MORRISVILLE, NC 27560

DESIGN TEAM INDEX OF DRAWINGS

BUILDING LOCATION AND PHASING MAP

S Y

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N

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DRAWING TAG

NORTH ARROW

EXTERIOR ELEVATION TAG

INTERIOR ELEVATION TAG

SECTION TAG

BUILDING SECTION TAG

DETAIL TAG

COLUMN GRID

DEMOLITION KEYNOTE TAG

CONSTRUCTION KEYNOTE TAG

ELEVATION BENCHMARK

WALL TYPE TAG

WINDOW TAG

DOOR TAG

ROOM NAME TAG

DIMENSIONS

XX

DETAIL/SECTION/ELEVATION TITLE

SCALE: X" = 1'-0"

A

Room Name

A-101

XX

XX

XXXX

101A

0 '- 0"

ELEV

LOCATION COORDINATE

DETAIL TITLE

SCALE

PROJECT NORTH

TRUE NORTH

LOCATION COORDINATE

SHEET IDENTIFICATIONA-101

SHEET IDENTIFICATION

LOCATION COORDINATE

TYPICAL

LOCATION COORDINATE

SHEET IDENTIFICATIONA-101

A-101

A-101

LOCATION COORDINATE

TYPICAL

SHEET IDENTIFICATION

TYPICAL

LOCATION COORDINATE

SHEET IDENTIFICATION

COLUMN GRID NUMBER IDENTIFICATION

COLUMN GRID LETTER IDENTIFICATION

X

KEYNOTE NUMBER

KEYNOTE NUMBER

ELEVATION DIMENSION

ELEVATION DESCRIPTION

WALL TYPE IDENTIFIER

WINDOW TYPE IDENTIFIER

DOOR NUMBER

ROOM NAME

ROOM NUMBER

DIMENSIONED (WALL, FRAME, ETC.)

FACE OF ELEMENT BEING

DIMENSIONED (WALL, FRAME, ETC.)

CENTERLINE OF ELEMENT BEING

A-101

SYMBOL LEGEND

ACAIR CONDITIONING

AB ANCHOR BOLT

ADA AMERICANS WITH DISABILITIES ACT

ABA ARCHITECTURAL BARRIERS ACT

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ALT ALTERNATE

ATC ACOUSTICAL TILE CEILING

AUX AUXILIARY

BD BOARD

BLDG BUILDING

BL BUILDING LINE

BRG BEARING

CFM CUBIC FEET PER MINUTE

CI CURB INLET / CAST IRON

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CM CENTIMETER

COL COLUMN

CONC CONCRETE

CPT CARPET

CY CUBIC YARD

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DL DEAD LOAD

DN DOWN

DS DOWNSPOUT

DWG DRAWING

EA EACH / EXHAUST AIR

EJ EXPANSION JOINT

EJ/CJ EXPANSION JOINT & CONTROL JOINT

ELEV ELEVATION, ELEVATOR

ELEC ELECTRIC(AL)

EQ EQUAL

EQUP EQUIPMENT

EW EACH WAY

EX EXHAUST

EXTG EXISTING

EXT EXTERIOR

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FAAP FIRE ALARM ANNUNCIATOR PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FHB FREEZE-PROOF HOSE BIBB

FT FEET

GA GAGE

GALV GALVANIZED

GPM GALLONS PER MINUTE

GWB GYPSUM WALLBOARD

GYP GYPSUM

HB HOSE BIBB

HM HOLLOW METAL

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

JT JOINT

LAV LAVATORY

LF LINEAR FEET

LL LIVE LOAD

LVT LUXURY VINYL TILE

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

NEC NATIONAL ELECTRICAL CODE

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OPG OPENING

PWD PLYWOOD

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QT QUARRY TILE

RB RESILIENT BASE

RD ROOF DRAIN

REQ REQUIRED

REV REVERSE READ

READ

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

SD SMOKE DETECTOR

SECT BUILDING SECTION

SHT SHEET

SIM SIMILAR

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TLT TOILET

TOS TOP OF STEEL

TYP TYPICAL

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

VAV VARIABLE AIR VOLUME

VCT VINYL COMPOSITION TILE

W/ WITH

WD WOOD

WH WATER HEATER

ABBREVIATIONS

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

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A V

Y N

A V

A L

F A

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S Y

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E M

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DRAWFORM REVISION: 25 AUGUST 2020

D E S

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IN

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B A

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C A

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U N

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERET

SI

G E R

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CAROLINANORTH

50679

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AS INDICATED

NMSHLTR

A3

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

S p ro je c ts

\2

\2

M

ID

L A

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A-001

1760523

FINAL SUBMITTAL

12915276

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

EJA

DSN

06 MAY 2025

P -1

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D A

T E

A P

JL

TV

JL

TV

JL

TV

'-0

225'-0"

A-201

D2

A-201

B1

A-201

C2

A-201

B2

1'-6" 37'-0" 37'-0" 37'-0" 37'-0" 37'-0" 37'-0" 1'-6"

'-0

'-0

C3

A-301

C3

A-301

DASHED LINE REPRESENTS

EDGE OF SHELTER ROOF

ABOVE

/4

1/4" / 12"

/4

1/4" / 12"

TYP

TYP

A3

A-301

A3

A-301

1 2 3 4 5 6 7

C3

B3

A3

A-201

D2

A-201

B1

A-201

C2

A-201

B2

'-0

6"

'-0

6"

223'-0"

6" 222'-0" 6"

DASHED LINE REPRESENTS

LOCATION OF CONCRETE

SHELTER SLAB BELOW

D1

A-501

C3

A-301

C3

A-301

A3

A-301

A3

A-301

1 2 3 4 5 6 7

C3

B3

A3

1. REFERENCE SHEET A-001 FOR SYMBOL LEGEND

2. CONCRETE SLAB TO SLOPE 1/4" PER 1'-0" (TO SHED WATER) AS

INDICATED ON FLOOR PLANS

GALVANIZED METAL STRUCTURE, SEE STRUCTURAL DRAWINGS

8" DIAMETER, 4'-0" HIGH STEEL PIPE CONCRETE FILLED BOLLARD,

SEE STRUCTURAL DRAWINGS

HOOKED MOUNTED FIRE EXTINGUISHER

GALVANIZED STEEL FASCIA

QUADCON LOCATION. QUADCON BY GOVERNMENT

STANDING SEAM METAL ROOF

SQUARE FOOTAGE TABULATION

NMESIS SHELTER A3-3 [(2) @ 8,697] 17,394 SF

GROSS AREA TOTAL 17,394 SF

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

D E S

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N A

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

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A N

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ID

A T

L A

N T

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AS INDICATED

NMSHLTR

A3

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

S p ro je c ts

\2

\2

M

ID

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-3

W E

A T

H E

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A-101

1760523

FINAL SUBMITTAL

12915277

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

EJA

DSN

06 MAY 2025

P -1

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GRAPHIC SCALE: 3/32"=1'-0"

8' 0 8' 16' 24'

N

SCALE: 3/32" = 1'-0"

C2

A3-3 WEATHER SHELTER FLOOR PLAN - CONSTRUCTION

N

SCALE: 3/32" = 1'-0"

A2

A3-3 WEATHER SHELTER ROOF PLAN - CONSTRUCTION

GENERAL CONSTRUCTION NOTES

CONSTRUCTION KEYNOTES

ROOF PLAN LEGEND

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

JLTVJLTVJLTVJLTVJLTVJLTVJLTVJLTVJLTVJLTVJLTVJLTVJLTVJLTVJLTV

JLTVJLTVJLTV

1234567

C3

A-301

C3

A-301

JLTV

A3

A-301

A3

A-301

C3 B3 A3

JLTVJLTVJLTVJLTVJLTVJLTVJLTVJLTVJLTVJLTVJLTVJLTV JLTVJLTVJLTV

JLTVJLTVJLTV

1 2 3 4 5 6 7

C3

A-301

C3

A-301

'-0

JLTV

A3

A-301

A3

A-301

C3B3A3

1. REFERENCE SHEET A-001 FOR SYMBOL LEGEND

2. FINAL EXTERIOR COLOR SELECTIONS TO BE APPROVED BY THE

GOVERNMENT DURING CONSTRUCTION BUT PRIOR TO

APPLICATION.

3. PROVIDE BIRD SCREEN FOR PREVENTION OF NESTING ON

STRUCTURE. APPLY TO UNDERSIDE OF STRUCTURE, SEE

SPECIFICATIONS FOR ADDITIONAL INFORMATION

STANDING SEAM METAL ROOF

GALVANIZED METAL STRUCTURE. SEE STRUCTURAL DRAWINGS

8" DIAMETER, 4'-0" HIGH STEEL PIPE CONCRETE FILLED BOLLARD, SEE

STRUCTURAL DRAWINGS

FINISHED GRADE. REFERENCE CIVIL DRAWINGS

HOOK MOUNTED FIRE EXTINGUISHER

GALVANIZED STEEL FASCIA - SEE DETAILS

STANDING SEAM METAL ROOF

GRAPHIC SCALE: 3/32"=1'-0"

8' 0 8' 16' 24'

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

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DRAWFORM REVISION: 25 AUGUST 2020

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A T

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AS INDICATED

NMSHLTR

A3

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

S p ro je c ts

\2

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A

-3

A-201

1760523

FINAL SUBMITTAL

12915278

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

EJA

DSN

06 MAY 2025

P -1

T

H M

A R

IN

E

S O

P E

R A

T

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N A

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O M

P L

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SCALE: 3/32" = 1'-0"

D2

A3-3 NORTH ELEVATION

SCALE: 3/32" = 1'-0"

B1

A3-3 EAST ELEVATION

SCALE: 3/32" = 1'-0"

C2

A3-3 SOUTH ELEVATION

SCALE: 3/32" = 1'-0"

B2

A3-3 WEST ELEVATION

GENERAL NOTES-ELEVATIONSKEYNOTES - ELEVATIONS

ELEVATION LEGEND

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

FIRST FLOOR

0"

ROOF

18'-9"

A-501

B1

BOLLARD

CONCRETE SHELTER SLAB, SEE

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

PAVEMENT, SEE CIVIL

PLANS FOR ADDITIONAL

INFORMATION

STRUCTURAL STEEL COLUMN,

SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

DASHED LINE REPRESENTS

BIRD SCREENING FOR

PREVENTION OF NESTING.

SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION

A-501

A1

A1 B1 C1

'-9

1" / 12"

0.25:120.25:12

A3

A-301

A3

A-301

'-0

" C

LE

A R

(M

IN

1 2 3 4 5 6 7

C3

A-301

C3

A-301

BOLLARD

CONCRETE SHELTER SLAB, SEE

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

PAVEMENT, SEE CIVIL PLANS

FOR ADDITIONAL INFORMATION

STRUCTURAL STEEL COLUMN,

SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

DASHED LINE REPRESENTS BIRD

SCREENING FOR PREVENTION OF

NESTING. SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

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A V

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A V

A L

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S Y

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DRAWFORM REVISION: 25 AUGUST 2020

D E S

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FIRE PROTECTION

M

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APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

S p ro je c ts

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1760523

FINAL SUBMITTAL

12915279

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

EJA

DSN

06 MAY 2025

P -1

T

H M

A R

IN

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S O

P E

R A

T

IO

N A

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O M

P L

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SCALE: 3/16" = 1'-0"

C3

TRANSVERSE BUILDING SECTION

SCALE: 3/32" = 1'-0"

A3

LONGITUDINAL BUILDING SECTION

GRAPHIC SCALE: 3/16"=1'-0"

6' 0 4' 8'3'

GRAPHIC SCALE: 3/32"=1'-0"

8' 0 8' 16' 24'

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

STANDING SEAM

METAL ROOFING

STRUCTURAL METAL

ROOF DECKING

ROOF DECK LINER

PANEL

CONTINUOUS CLEAT

16 GAUGE EDGE PAN

RAKE TRIM CONTINUOUS "Z" CLOSURE

METAL ROOF PAN

NOTES:

1. PROVIDE FASTENERS AND SEALANTS AS

RECOMMENDED BY THE MANUFACTURER

STANDING SEAM METAL ROOF

STRUCTURAL METAL ROOF DECKING

1/4" GALVANIZED STEEL

FASCIA

BIRD SCREENING,

SEE SPECIFICATIONS

BEAM - SEE STRUCTURAL

PREFINISHED METAL

FLASHING

1' -8

BENT PLATE - SEE STRUCTURAL

STANDING SEAM

METAL ROOF

STRUCTURAL METAL

ROOF DECKING

1/4" GALVANIZED

STEEL FASCIA

BIRD SCREENING,

SEE SPECIFICATIONS

PREFINISHED METAL

HIGH EAVE FLASHING

WITH CLEAT

CONTINUOUS Z

CLOSURE

BENT PLATE - SEE

STRUCTURAL

BEAM - SEE

STRUCTURAL

1' -8

SLIP CLIP

ISOMETRIC BSECTION A

STANDING SEAM

METAL ROOF

STRUCTURAL METAL

ROOF DECKING

1/4" GALVANIZED

STEEL FASCIA

BIRD SCREENING,

SEE SPECIFICATIONS

PREFINISHED METAL

RAKE TRIM WITH

CLEAT - SEE DETAILS

BENT PLATE - SEE

STRUCTURAL

BEAM - SEE

STRUCTURAL

STAINLESS STEEL CABLE

TWO STAINLESS STEEL ROPE

CLAMPS PER CONNECTION

STAINLESS STEEL

TURNBUCKLE

STAINLESS STEEL EYEBOLT

AND NUT

STAINLESS STEEL SIDEWINDER CABLE

GUIDE AT 2'-0" ON CENTER

STAINLESS STEEL NET RINGS.

ONE RING IN EVERY MESH

3"

3"

BIRD CONTROL NETTING

NOTES:

1. PROVIDE LEAD SHIELDS FOR MASONRY ANCHORAGE

XX000

BUILDING

DESIGNATOR

1/8" ALUMINUM

SIGN

REFLECTIVE WHITE

BACKGROUND

6" BLACK HELVETICA

MEDIUM LETTERS

NOTES:

1. REFERENCE THE SIGN POLICY FOR MARINE CORPS BASE

CAMP LEJEUNE, BASE ORDER 11014.3, DATED 28 AUGUST 2003

2. ADHERE SIGN TO EXTERIOR WALL WITH SILICONE ADHESIVE

3. FINAL TYPE AND LOCATION WILL BE PROVIDED BY THE ROICC

7'-0"

AFG

AREA

DESIGNATOR

8"

1'-8"

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

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O F

T H

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APPROVED BY SOFIA SCHWARTZ

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MCB CAMP LEJEUNE

S p ro je c ts

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A-501

1760523

FINAL SUBMITTAL

12915280

MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

EJA

DSN

06 MAY 2025

P -1

T

H M

A R

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S O

P E

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

D5

ROOF ASSEMBLY

SCALE: 3" = 1'-0"

C5

STANDING SEAM METAL ROOF RAKE

GRAPHIC SCALE: 3"=1'-0"

0 3" 6" 1"

GRAPHIC SCALE: 1 1/2"=1'-0"

1' 6" 3" 0 1'

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

B1

TYPICAL EAVE DETAIL

GRAPHIC SCALE: 3/4"=1'-0"

1' 0 1' 2' 3'

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

A1

TYPICAL HIGH EAVE DETAIL

SCALE: NOT TO SCALE

B5

STANDING SEAM SLIP CLIP

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

D1

TYPICAL RAKE DETAIL

SCALE: 6" = 1'-0"

A3

BIRD CONTROL NETTING DETAIL

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

C3

BUILDING IDENTIFICATION SIGN

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

NOTES:

1. REFERENCE MCB CAMP LEJEUNE, BASE EXTERIOR ARCHITECTURAL PLAN

(BEAP) 2010, SECTION 4.2.2 INDUSTRIAL AREA

HTTP://WWW.LEJEUNE.MARINES.MIL/PORTALS/27/DOCUMENTS/IDD/BEAP/B

EAP_CONTENTS.HTML#_TOC276453676

2. FINAL COLOR SELECTIONS MUST BE APPROVED AT THE CONTRACTING

OFFICER

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

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M E

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DRAWFORM REVISION: 25 AUGUST 2020

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FINAL SUBMITTAL

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MARCH 19, 2025

JAS JAS DJE,III

DRR/KRT

DJD

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DSN

06 MAY 2025

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A5

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MCB CAMP LEJEUNE

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1760523

FINAL SUBMITTAL

12915270

BCC HON LGG

DRR/KRT

NBJ

EJA

DSN

06 MAY 2025

P-

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PL

EX

SHEET INDEX

SHEET NO SHEET TITLE

S-001 COVER SHEET

S-002 STRUCTURAL NOTES

S-003 STRUCTURAL NOTES

S-101 FOUNDATION / FRAMING PLAN

S-501 GENERAL CONSTRUCTION DETAILS

S-502 GENERAL CONSTRUCTION DETAILS

DESIGN CRITERIA

1. BUILDING CODES..............................2021 IBC "INTERNATIONAL BUILDING CODE"

UFC 1-200-01, CHANGE 2, 12 JUN 2023 "GENERAL BUILDING REQUIREMENTS"

UFC 3-301-01, CHANGE 1, 02 OCT 2023 "STRUCTURAL ENGINEERING"

UFC 4-010-01, CHANGE 2, 30 JUL 2022 "MINIMUM ANTI-TERRORISM

STANDARDS FOR BUILDINGS"

2. BUILDING RISK CATEGORY........................................................................................... II

3. SUPERIMPOSED DEAD LOADS:

a) ROOF...................................................................................................... 20 PSF

4. DESIGN LIVE LOADS:

a) ROOF...................................................................................................... 20 PSF

b) FLOOR.................................................................................................. 100 PSF

d) VEHICLE BAY (AXLE LOAD) ..................................................................... 16 K

5. SNOW:

a) GROUND SNOW LOAD ........................................................................ 10 PSF

b) FLAT ROOF SNOW LOAD..................................................................... 10 PSF

c) SNOW EXPOSURE FACTOR, Ce ............................................................... 1.0

d) IMPORTANCE FACTOR, Is ........................................................................ 1.0

e) THERMAL FACTOR, Ct ............................................................................... 1.2

6. WIND

a) ULTIMATE WIND SPEED .................................................................. 144 MPH

b) NOMINAL WIND SPEED.................................................................... 112 MPH

c) WIND EXPOSURE CATEGORY..................................................................... B

d) INTERNAL PRESSURE COEFFICIENT .................................................... 0.00

e) ROOF COMPONENTS AND CLADDING .......... SEE TABLE ON SHEET S001

f) WALL COMPONENTS AND CLADDING .......... SEE TABLE ON SHEET S001

g) WIND BASE SHEAR (ULTIMATE)......................................... Vx = 5K, Vy =20K

7. SEISMIC:

a) SITE CLASS .................................................................................................. D

b) IMPORTANCE FACTOR, Ie ........................................................................ 1.0

c) MAPPED SPECTRAL RESPONSE ACCELERATION, Ss ................... 0.115 G

d) ONE SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT, ..... 0.055 G

e) SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT, SDS ........ 0.123 G

f) ONE SEC PERIOD SPECTRAL RESPONSE COEFFICIENT, SD1...... 0.088 G

g) SEISMIC RESPONSE COEFFICIENT, Cs ............................................... 0.098

h) RESPONSE MODIFICATION FACTOR, R................................................ 1 1/4

i) SEISMIC DESIGN CATEGORY .................................................................... B

j) BASIC SEISMIC FORCE RESISTING SYSTEM ............... STEEL ORDINARY

CANTILEVER COLUMN SYSTEMS

k) ANALYSIS PROCEDURE ............................ EQUIVALENT LATERAL FORCE

l) SEISMIC BASE SHEAR ...................................................................... V = 38K

8. RAIN:

a) RAIN INTENSITY, i ......................................................................... 4.25 IN/HR

A A

ZONE 45 5

3 2 3

3 2 3

ZO

N

E

WALLS

ROOF

COMPONENTS & CLADDING PRESSURE (PSF)

ParallelPAR.

CONT Continuous

Double Degree Demolish, Demolition

Centered Counter Sink

Depressed

Existing

Electric, Electrical

Each Face

Elevation Edge Nail

Equipment

Expansion Joint

Drawing

Diameter Diagonal Dimension

Drag Truss

Face of Steel (Studs)

Face Of

Far Side

Face of Masonry

Field Nail Floor, Flooring

Foundation

Face of Concrete

Existing

Exterior Expansion

Each Way

Finish, Finished

Finished Floor Finish Grade

Floor Joist

Future

Header Hanger

Height

Gusset

Heating/Ventilation/ Air Conditioning

Hold Down

Horizontal High Point

Grade Beam

Grade, Grading Glued Laminated Girder Truss

Footing

Each Side

Laminated Length, Angle

Include

Inside Diameter

Information

Interior Insulated

FTG

INT.

JST

L

LAM

JT. Joint Joist

HT

H.P.

HORIZ

H.V.A.C

IN

I.D.

INCL

INFO

INS

Inch

GA

GD

G.B.

FUT.

GLB

G.T.

HD

HGR

HDR

GUSS.

Gauge

Equal

F.J.

FLR

F.N.

FND

F.S.

F.O.

F.O.C.

F.O.S.

F.O.M.

FT. Feet

EQ.

EQPT.

EXP.

E.W.

F.F.

F.G.

FIN

EXT.

EXIST'G

E.S.

DO

DWG

DWL

D.T.

E.F.

E.J.

E.N.

ELV

ELEC

EA.

Dowel

Each

CSK

DBL

DEG

DEP

DEM

CTR'D

DIA

DIM

DIAG

Ditto

Pounds per Cubic Foot

Plate, Property Line

Precast Concrete

Pounds per Square Foot Pounds per Square Inch

Revision, Revised

Pressure Treated

R.,RAD.

Return

Rafters Roof

Required Reinforcement Reference

RFT.

RF.

REF.

RET.

REQ.

REINF.

REV.

Plywood Panel

Penetration

Radius

PLY.

PNL.

P.T.

P.S.I.

P.S.F.

PENT.

P.C.C.

P.C.F.

PL.

American Concrete Institute

Air Conditioning Anchor Bolt

Bottom Bottom of Footing

Above Finished Floor

American Society for Testing Materials

American Plywood Institute

Between

Blocking

Boundry Nail

Adjacent

Architect

Alternate Aluminum

Concrete Masonry Unit

Control Joint / Ceiling Joist

Connection Construction

Ceiling

Cast-in-Place

Concrete

Channel

ARCH.

C.J.

CLG

COL

CLR

CONC

CMU

C.I.P.

CONST

CONN

C

Column

Clear

A.S.T.M.

B.N.

BM

BLW.

BETWN.

BLK.

BOTT

B.O.F.

BLKG

Beam

Below

Block

A/C A.B.

A.C.I.

AL.

ADJ.

ALT.

A.P.A.

A.F.F.

Long Leg Horizontal

Mount, Mounted, Mounting

Manufacture, Manufacturer

Long Leg Vertical

Opposite Hand, Overhead Outside Diameter

MaximumMAX

Number Nominal

Opening

On Center Not To Scale

Not In Contract

Near Side

North

O.D.

O.C.

N.T.S.

OPNG

O.H.

NOM

N.S.

N.I.C.

NO.

N.

Minimum

Medium

Metal

Mezzanine

Miscellaneous Masonry Opening

Machine Bolt

Mechanical

MFR

MIN

MISC

M.O.

MTL

MT.

MECH

M.B.

MEZZ

MED

Long Pound

Live Load

Louver Masonry

Low Point

L.L.H.

L.P.

LVR

MAS

L.L.V.

L.L.

LG

LB

(E)

P PlateL

Unless Otherwise Noted Unless Noted Otherwise

Welded Wire Mesh Welded Wire Fabric WeightWT.

W.W.M.

W.W.F.

Vapor Barrier Vertical

Without

West Wood

Water Proof Working Point

With

W/O W.P.

W.PT.

W.

WD.

V.B.

U.O.N.

VERT.

U.N.O.

W/

Toe Nail

Typical Tube Steel Top of Wall

Top of Beam

Top of Steel Top of Parapet Top of Footing Top of Concrete

T.O.S.

T.S.

TYP.

T.O.W

T.N.

T.O.B.

T.O.P.

T.O.F.

T.O.C.

Sheet Metal Screw Specification(s)

Thick, Thickness

R.T. Roof Truss

S.S. Stainless Steel

Steel Structural

Stiffener Standard

Tongue & Groove Top & Bottom Symmetrical Suspended

Top of Curb

SYM

THK

T.C.

T&G T&B

STL.

STD.

STRUCT

STIFF.

SUSP.

South Schedule Section

Similar Sheet

Square

Separation

SHT.

SIM.

SPEC.

S.M.S.

SQ.

SEC.

SEP.

SCHED.

S.

Room

Rough Sawn Rough Opening

R.S.

R.O.

RM.

International Building CodeIBC Seismic Lateral Resisting SystemSLRS

GalvanizedGAL

Grade BeamGB

Masonry Control JointMCJ

Pre-Engineered Metal BuildingPEMB.

Powder Acuated FastenersP.A.F.

S-XXX

A1

A1

S-XXX

A1

S-XXX

GRID LINES - CENTER LINE

DETAIL NO.

ELEVATION NO.

SECTION NO.

SECTION

ELEVATION

DETAIL BUBBLE

GRID LINES - F.O. STUD/WALL

GRID NO.

SHEET NO. WHERE

SECTION IS SHOWN

SHEET NO. WHERE

ELEVATION IS SHOWN

SHEET NO. WHERE

DETAIL IS SHOWN

R O

O F

COMPONENTS & CLADDING NEW DESIGN

WIND PRESSURE (ULTIMATE)

ZONE

EFFECTIVE

WIND

AREA

PRESSURE

(PSF)

PRESSURE

(PSF)

1 10 36 -64

1 20 31 -57

1 50 25 -47

1 100 20 -40

2 10 -88

2 20 -79

2 50 -66

2 100 -57

3 10

3 20

3 50

3 100

4 10 48 -52

4 20 46 -50

4 50 48 -47

4 100 41 -45

4 500 36 -40

5 10 -64

5 20 -60

5 50 -54

5 100 -50

5 500 -40

W

AL

LS

-88

-79

-66

-57

ZO

N

E

1.

2.

3.

4.

5.

SEE SPECIFICATIONS AND DEFERRED SUBMITTAL REQUIREMENTS ON SHEET

S-002 FOR REQUIRED SHOP DRAWING AND SUBMITTAL REQUIRMENTS TO BE

PROVIDED TO THE CONTRACTING OFFICER FOR REVIEW AND COMMENT.

STEEL REINFORCING LISTS AND QUANTITIES AND LENGTH OF ALL MATERIALS

ARE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE COMPLIANCE

WITH THE PLANS. THE ENGINEER WILL NOT REVIEW THESE ITEMS.

REVIEW OF SHOP DRAWINGS IS FOR THE PURPOSE OF GENERAL COMPLIANCE

WITH THE CONTRACT DOCUMENTS. ALL ERRORS IN DETAILING, FABRICATION,

AND CORRECT FITTING OF ALL STRUCTURAL MEMBERS INCLUDING

COORDINATION WITH OTHER TRADES ARE THE RESPONSIBILITY OF THE

CONTRACTOR. SHOP DRAWING SUBMITTAL REVIEW DOES NOT CONSTITUTE

CHANGE ORDERS. ANY PROPOSED CHANGES MUST BE SUBMITTED IN A

LETTER OR DETAIL FOR APPROVAL.

SHOP DRAWINGS MUST BE SUBMITTED AT LEAST TWO WEEKS PRIOR TO THE

SCHEDULED FABRICATION DATE.

REPRODUCTION OF THESE STRUCTURAL DRAWINGS IS PROHIBITED FOR THE

PURPOSE OF PREPARING SHOP DRAWINGS. SUBCONTRACTOR/FABRICATOR

MUST PROVIDE INDEPENDENTLY CREATED DRAWINGS BASED ON THE

INFORMATION SHOWN IN THE CONTRACT DOCUMENTS.

SHOP DRAWINGS/SUBMITTALS:ABBREVIATIONS:

DESIGN BASIS: SYMBOLS:

REFERENCE SPECIFICATIONS FOR

SPECIAL INSPECTION REQUIREMENTS

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

DE

SI

GN

A

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C

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ST

RU

CT

IO

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E

NA

VA

L

ST

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LK

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C O

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PS

B

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AM

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BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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AC

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IT

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S

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EE

R

IN

G

S

YS

TE

M

S C

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M

AN

D

M

ID

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LA

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AS INDICATED

NMSHLTR

A3

APPROVED BY SOFIA SCHWARTZ

AMB DIRECTOR

MCB CAMP LEJEUNE

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S-002

1760523

FINAL SUBMITTAL

12915271

BCC HON LGG

DRR/KRT

NBJ

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DSN

06 MAY 2025

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EX

STRUCTURAL NOTES

1.0.1

1.0.2

1.0.3

1.0.4

1.0.5

1.0.6

1.0.8

1.0.9

1.0.10

1.0.11

1.0.12

1.0.13

3.2.1

3.2.2

3.2.3

3.2.4

3.2.5

3.2.6

3.3.4

3.3.1

3.3.2

3.3.3

3.2.7

3.2.8

3.2.9

3.2.10

3.2.11

3.3.5

3.3.6

3.3.7

3.3.8

3.3.9

3.1.9

3.1.10

3.1.11

2.0.1

2.0.2

2.0.3

2.0.4

2.0.5

2.0.6

2.0.7

2.0.8

2.0.9

2.0.10

3.02.0 FOUNDATION:1.0 GENERAL NOTES: 3.3 MECHANICAL ANCHORS IN HARDENED

CONCRETE AND MASONRY

(EXPANSION ANCHORS):

CONCRETE:

REINFORCING STEEL:3.1

3.2 ADHESIVE, ANCHOR RODS AND REBAR

IN HARDENED CONCRETE (EPOXY

ANCHORS):

A.

B.

ADHESIVE ANCHOR INSTALLATIONS MUST COMPLY WITH MANUFACTURER'S

WRITTEN INSTRUCTIONS AND SPECIFICATIONS, INLCUDING ICC-ES REPORTS

DUST MUST BE BLOWN FROM THE HOLE WITH COMPRESSED AIR TO

ENSURESURFACE. ADDITIONALLY, THE HOLE MUST BE BRUSHED WITH A NYLON

BRUSH THEN BLOWN AGAIN WITH COMPRESSED AIR.

ADHESIVE MUST ONLY BE APPLIED TO DRY SURFACES.

BASE MATERIAL TEMPERATURE MUST BE 40°F OR ABOVE AT TIME OF

INSTALLATION. FOR BEST RESULTS, MATERIAL SHOULD BE 70°F-80°F.

WHEN INSTALLING EPOXY ANCHORS INTO MASONRY, ANCHORS MUST BE

INSTALLED IN SOLID GROUTED CELLS ONLY.

CHEMICAL ANCHOR SYSTEMS:

CONCRETE: USE ONLY ADHESIVE ANCHOR SYSTEMS THAT HAVE BEEN

ISSUED AN ICC-ES REPORT IN ACCORDANCE WITH PROVISIONS OF OF

ICC-ES AC308. ANCHOR SYSTEM SHOULD BE APPROVED FOR USE IN

CRACKED CONCRETE AND SEISMIC DESIGN CATEGORIES A-F PER

SECTION 2.0 OF THE ICC-ES EVALUATION SERVICES REPORT. ANCHOR

SYSTEM MUST BE INSTALLED PER REQUIREMENTS OF THE ICC-ES

EVALUATION SERVICES REPORT FOR SPECIFIC ANCHOR, AND AS

REQUIRED BY THE MANUFACTURER.

GROUT-FILLED MASONRY UNITS: USE ONLY ADHESIVE

ANCHORSYSTEMS THAT HAVE BEEN ISSUED AN ICC-ES REPORT

INACCORDANCE WITH PROVISIONS OF ISS-ES AC58. ANCHORSYSTEMS

MUST BE INSTALLED PER REQUIREMENTS OF ICC-ESEVALUATION

SERVICES REPORT FOR THE SPECIFIC ANCHOR,AND AS REQUIRED BY

THE MANUFACTURER.

ANCHOR RODS:

RODS MUST BE ASTM A36 THREADED RODS WITH ASTM A563 GRADE A NUTS

AND ANSI B18.22.1 TYPE A WASHERS, UNLESS OTHERWISE NOTED. ANCHORS

DESIGNATED AS ASTM A193 GRADE B7 THREADED RODS MUST USE ASTM A563

GRADE DH HEAVY HEX NUTS AND ASTM F436 WASHERS.

REINFORCEMENT BARS: ASTM A615 GRADE 60 STEEL.

REMOVE GREASE, OIL, RUST AND OTHER LAITANCE FROM RODS AND DOWELS

PRIOR TO INSTALLATION.

SPECIAL INSPECTION REQUIREMENTS MUST BE DICTATED BY SECTION 4.0 OF

THE ICC-ES EVALUATION SERVICES REPORT. SPECIAL INSPECTION MUST

VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE

COMPRESSIVE STRENGTH, HOLE DIMENSIONS, ANCHOR SPACINGS, EDGE

DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT, AND TIGHTENING

TORQUE.

CONTRACTOR'S OPTION TO USE OTHER MANUFACTURER'S PRODUCTS ONLY

WITH PRIOR APPROVAL OF THE ENGINEER & CONTRACTING OFFICER. SUBMIT

MANUFACTURER'S LITERATURE AND PRODUCT INSTALLATION FOR REVIEW.

A.

B.

ANCHORS TO BE INSTALLED IN HOLES DRILLED WITH CARBIDE-TIPPED DRILL

BITS. ANCHORS TO BE INSTALLED PER MANUFACTURER'S WRITTEN

INSTRUCTIONS.

WHEN INSTALLING DRILLED EXPANSION ANCHORS IN EXISTING REINFORCED

CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE

EXISTING REINFORCEMENT.

MAINTAIN A MINIMUM CLEARANCE OF 25 mm[1"] BETWEEN THE REINFORCEMENT

AND THE DRILLED EXPANSION ANCHORS. EXPANSION ANCHORS MUST NOT BE

USED AT CONCRETE CURBS.

EXPANSION ANCHOR SYSTEMS:

CONCRETE: USE ONLY EXPANSION ANCHOR SYSTEMS THAT HAVE BEEN

ISSUED AN ICC-ES REPORT IN ACCORDANCE WITH THE PROVISIONS OF

ICC-ES AC193. ANCHOR SYSTEMS SHOULD BE APPROVED FOR USE WITH

CRACKED CONCRETE AND SEISMIC DESIGN CATEGORIES A-F PER

SECTION 2.0 OF THE ICC EVALUATIONS SERVICES REPORT. ANCHOR

SYSTEM MUST BE INSTALLED PER THE REQUIREMENTS OF THE ICC-ES

EVALUATION SERVICES REPORT FOR THE SPECIFIC ANCHOR, AND AS

REQUIRED BY THE MANUFACTURER.

MASONRY: USE ONLY EXPANSION ANCHOR SYSTEMS THAT HAVE BEEN

ISSUED AN ICC-ES REPORT IN ACCORDANCE WITH THE PROVISIONS OF

ICC-ES AC01. ANCHOR SYSTEMS SHOULD BE APPROVED FOR SEISMIC

USE DETAILED IN THE CONDITIONS OF USE LISTED IN THE ICC-ES

EVALUATION SERVICES REPORT. ANCHOR SYSTEM MUST BE INSTALLED

PER THE REQUIREMENTS OF THE ICC-ES EVALUATION SERVICES

REPORT FOR THE SPECIFIC ANCHOR, AND AS REQUIRED BY THE

MANUFACTURER.

UNDERCUT ANCHOR SYSTEMS:

CONCRETE: USE ONLY UNDERCUT ANCHOR SYSTEMS THAT HAVE BEEN ISSUED

AN ICC-ES REPORT IN ACCORDANCE WITH THE PROVISIONS OF ICC-ES AC193.

ANCHOR SYSTEMS SHOULD BE APPROVED FOR USE IN CRACKED CONCRETE

AND SEISMIC DESIGN CATEGORIES A-F PER SECTION 2.0 OF THE ICC

EVALUATIONS SERVICES REPORT. ANCHOR SYSTEM MUST BE INSTALLED

PER THE REQUIREMENTS OF THE ICC-ES EVALUATION SERVICES REPORT

FOR SPECIFIC ANCHOR, AND AS REQUIRED BY THE MANUFACTURER.

WHERE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR APPLICABLE

ICC-ES EVALUATION SERVICES REPORT CALL FOR THE APPLICATION OF AN

INSTALLATION TORQUE, THE SPECIFIED TORQUE MUST BE APPLIED WITH

CALIBRATED TORQUE WRENCH. THE SPECIFIED INSTALLATION TORQUE MUST

NOT BE EXCEEDED.

ANCHORS ARE TYPICALLY AVAILABLE IN ELECTRO-GALVANIZED CARBON STEEL,

HOT DIPPED GALVANIZED CARBON STEEL, AND STAINLESS STEEL. USE OF

ELECTRO-GALVANIZED CARBON STEEL ANCHORS IS TYPICALLY LIMITED TO DRY,

INTERIOR LOCATIONS, UNLESS OTHERWISE NOTED. STAINLESS STEEL OR HOT-

DIPPED GALVANIZED ANCHORS ARE GENERALLY. SUITABLE FOR APPLICATIONS

EXPOSED TO EXTERIOR WEATHER CONDITIONS. FINAL AUTHORITY ON TYPE OF

ANCHOR COATING UTILIZED RESTS WITH THE STRUCTURAL ENGINEER OF

RECORD & CONTRACTING OFFICER AND MUST BE APPROVED BY SUCH.

EXPANSION ANCHORS FOR NON-VIBRATION ISOLATED MECHANICAL EQUIPMENT

RATED OVER 10HP ARE NOT PERMITTED BY ASCE 7-10 SECTION 13.6.5.5.

ANCHORS INSTALLED IN OVERHEAD CONDITIONS FOR NON- VIBRATION

ISOLATED EQUIPMENT WITH RECIPROCATING OR ROTATING MECHANISMS MUST

BE UNDERCUT ANCHORS.

THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE CONTINUOUSLY DURING

ANCHOR INSTALLATIONS, UNLESS OTHERWISE NOTED IN ICC-ES ESR, TO VERIFY

ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE

COMPRESSIVE STRENGTH, HOLE DIMENSIONS ANCHOR SPACINGS, EDGE

DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT, AND TIGHTENING

TORQUE.

A.

B.

C.

D.

E.

F.

G.

A.

B.

C.

D.

THE PROJECT SPECIFICATIONS (A BOOK OF SPECIFICATIONS WHEN PROVIDED)

ARE A PART OF THE CONTRACT DOCUMENTS. IF THERE IS A DISCREPANCY

FOUND BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, SPECIFICATIONS

TAKE PRECEDENCE, HOWEVER THE MATTER MUST BE PROMPTLY SUBMITTED

TO THE CONTRACTING OFFICER FOR CLARIFICATION. WORK PERFORMED BY

THE CONTRACTOR WITHOUT SUCH A CLARIFICATION MUST BE AT

CONTRACTOR'S OWN RISK AND EXPENSE.

EXAMINE THE STRUCTURAL DRAWINGS AND THE SPECIFICATIONS AND NOTIFY

THE ENGINEER & CONTRACTING OFFICER OF DISCREPANCIES IN ELEVATIONS,

DIMENSIONS, AND SITE CONDITIONS INCLUDING ERRORS BEFORE PROCEEDING

WITH WORK. OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS

OF THE DRAWINGS (AND SPECIFICATIONS) MUST BE RESOLVED IN WRITING

WITH THE ENGINEER/ARCHITECT & CONTRACTING OFFICER PRIOR TO START OF

WORK.

THE DRAWINGS (AND SPECIFICATIONS) REPRESENT THE COMPLETED

STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.

PROVIDE ALL MEASURES AND MEANS NECESSARY TO PROTECT PERSONS AND

THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES MUST INCLUDE,

BUT NOT BE LIMITED TO BRACING, SHORING, ETC. OBSERVATION VISITS BY THE

ARCHITECT OR ENGINEER DOES NOT INCLUDE REVIEW OF THESE MEASURES.

TYPICAL DETAILS MUST BE USED WHENEVER APPLICABLE WHETHER

SPECIFICALLY REFERENCED OR NOT.

DRAWINGS MUST NOT BE SCALED FOR CONSTRUCTION PURPOSES.

PIPES OR DUCTS MUST NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS

SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER & CONTRACTING

OFFICER.

REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

SIZE AND LOCATION OF DOOR AND WINDOW OPENINGS, UNLESS

OTHERWISE NOTED.

SIZE AND LOCATION OF INTERIOR AND EXTERIOR NON-BEARING

PARTITIONS.

SIZE AND LOCATION OF CURBS, FLOOR DRAINS, SLOPES, DEPRESSED

AREAS, CHANGES IN LEVEL, RAMPS, CHAMFERS, GROOVES, INSERTS,

ETC., EXCEPT AS SHOWN.

SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS, EXCEPT AS

SHOWN.

FLOOR AND ROOF FINISHES.

STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN.

DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE

FOLLOWING:

PIPE RUNS, SLEEVES, HANGERS, TRENCHES, SLAB OPENINGS, ETC.,

EXCEPT AS SHOWN OR NOTED.

ELECTRICAL CONDUITS, BOXES, OUTLETS.

CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL AND PLUMBING

FIXTURES.

SIZE AND LOCATION OF MACHINE AND EQUIPMENT BASES, ANCHOR

BOLTS, ETC.

ASTM REFERENCES ARE FROM THE LATEST ISSUE AND LATEST REVISION,

UNLESS OTHERWISE NOTED.

INVESTIGATE THE SITE DURING CLEARING AND EXCAVATION FOR UNSUITABLE

CONDITIONS, UNCONSOLIDATED AND UNDOCUMENTED FILLS, BURIED

STRUCTURES, UTILITIES, ETC., AND IMMEDIATELY NOTIFY THE

ARCHITECT/ENGINEER & CONTRACTING OFFICER OF SITE CONDITIONS NOT

REFLECTED ON THE DRAWINGS OR DIFFERENT FROM MAXIMUM OR MINIMUM

DIMENSIONS INDICATED, INCLUDING CONFLICT IN GRADES, ADVERSE SOIL

CONDITIONS, GROUNDWATER PRESENT, DEEPENED FOOTINGS, UNCOVERED

AND UNEXPECTED UTILITY LINES, ETC.

CONSTRUCTION MATERIALS, IF PLACED ON STRUCTURAL MEMBERS, MUST BE

SPREAD OUT SUCH THAT THE LOADING DOES NOT EXCEED THE DESIGN LIVE

LOADS. PROVIDE SHORING AND BRACING WHERE CONSTRUCTION LOADING

EXCEEDS THE DESIGN STRENGTH OF THE STRUCTURAL MEMBERS OR THE

STRUCTURAL STRENGTH HAS NOT BEEN ATTAINED OR THE STRUCTURE IS NOT

COMPLETE.

DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED

BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME CAUTION IN

EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO

EXACTLY LOCATE AND PRESERVE EXISTING UNDERGROUND UTILITIES IS THE

RESPONSIBILITY OF THE CONTRACTOR.

STRUCTURAL DRAWINGS TO BE USED IN CONJUNCTION WITH ARCHITECTURAL

DRAWINGS BY: MBF ARCHITECTS

SLAB ON GRADE

FOOTINGS & ALL OTHER CONCRETE

MIN. f'c

4,500 psi 3,000 psi

SLAB ON GRADE REINFORCEMENT MUST BE POSITIONED AT MID-DEPTH.

SHOP DRAWINGS FOR SIZE AND LAYOUT OF REINFORCING REBARS ARE

REQUIRED WHEN NOTED IN THE LIST OF REQUIRED SHOP DRAWINGS.

3.0.11 PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLAB ON GRADE AS SHOWN

ON PLANS UNLESS SPECIFIED OTHERWISE. LOCATION OF JOINTS NOT

SPECIFICALLY INDICATED MUST BE REVIEWED BY THE STRUCTURAL ENGINEER &

CONTRACTING OFFICER PRIOR TO PLACING REINFORCING STEEL.

DRY PACK MUST BE ONE PART CEMENT AND 2 3/4 PARTS SAND WITH JUST

ENOUGH WATER TO HYDRATE CEMENT AND FORM A BALL SHOWING MOISTURE

ON THE SURFACE WHEN SQUEEZED. IT WILL BE RAMMED IN TIGHT TO MAXIMUM

DENSITY ATTAINABLE, AND MUST BE FROM A PRODUCT THAT SPECIFIES A

MINIMUM STRENGTH AT 28 DAYS OF 5000 psi.

NON-SHRINK GROUT MUST BE FROM A PRODUCT THAT SPECIFIES A MINIMUM

COMPRESSIVE STRENGTH AT 28 DAYS OF 7,000 psi PER ASTM C109. GROUTING

OF BASE PLATES PRIOR TO PLUMBING OF COLUMN IS NOT PERMITTED.

PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., MUST BE

FORMED WITH A 3/4" CHAMFER OR TOOLED EDGE, UNLESS OTHERWISE NOTED.

CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECT TO

FREEZING TEMPERATURES WHILE WET, MUST HAVE A WATER CEMENT RATIO

NOT EXCEEDING 0.45 BY WEIGHT AND MUST CONTAIN ENTRAINED AIR PER ACI

613. SUCH CONCRETE MUST INCLUDE EXTERIOR SLABS, PERIMETER

FOUNDATIONS, EXTERIOR CURBS, ETC.

EXTERIOR SLAB ON GRADE MUST BE EXPOSURE CATEGORY F2 MINIMUM.

3.0.12

3.0.13

3.0.14

3.0.15

3.0.1 CEMENT MUST CONFORM TO ASTM C150, TYPE II / V

AGGREGATES FOR NORMAL WEIGHT CONCRETE MUST CONFORM TO ASTM C33,

1 1/2" MAXIMUM SIZE.

ADMIXTURES MUST NOT BE USED WITHOUT PRIOR APPROVAL OF THE ENGINEER

& CONTRACTING OFFICER. ADMIXTURES USED TO INCREASE THE WORKABILITY

OF THE CONCRETE MUST NOT REDUCE THE STRENGTH OF CONCRETE. FLY ASH

(POZZOLAN) IF PERMITED BY SPECIFICATIONS MUST NOT EXCEED 25% FOR SLAB

ON GRADE AND 25% FOR OTHER CONCRETE.

THE MIX DESIGN, INCLUDING PROPORTIONS OF MATERIALS FOR A ONE YARD

BATCH, MUST BE SUBMITTED TO THE ENGINEER OF RECORD & CONTRACTING

OFFICER FOR REVIEW PRIOR TO ORDERING CONCRETE.

READY-MIX CONCRETE MUST BE MIXED AND DELIVERED IN ACCORDANCE WITH

ASTM C94.

REINFORCING BARS AND INSERTS MUST BE SECURED IN PLACE PRIOR TO

PLACING CONCRETE.

CONDUITS EMBEDDED HORIZONTALLY IN THE SLAB MUST HAVE AN OUTSIDE

DIAMETER NO GREATER THAN 1/3 THE THICKNESS OF THE SLAB. CONDUIT MUST

NOT BE EMBEDDED IN A SLAB THAT IS LESS THAN 3 1/2" THICK. EXCEPT FOR

LOCAL OFFSETS, MIN. CLEAR DISTANCE BETWEEN CONDUITS MUST BE 6".

NON-STRUCTURAL STEEL MEMBERS EMBEDDED IN CONCRETE MUST BE

GALVANIZED OR PAINTED. DAMAGED GALVANIZED AREAS MUST BE REPAIRED

PRIOR TO EMBEDMENT.

CONCRETE MUST HAVE A MAXIMUM DRY DENSITY OF 150 pcf.

MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS.

3.0.2

3.0.3

3.0.4

3.0.5

3.0.6

3.0.7

3.0.8

3.0.9

3.0.10

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED

TO EARTH:.............................................................................. 3"

CONCRETE EXPOSED TO EARTH OR WEATHER:

NO.6 THROUGH NO.18 BAR ................................... 2"

NO.5 BAR, W31 OR D31 WIRE, AND SMALLER ....1 1/2"

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT

WITH GROUND:

SLABS, WALLS, JOISTS:

NO.14 AND NO.18 BAR .............................................1 1/2"

NO.11 BAR AND SMALLER ...................................... 3/4"

3.1.1 DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS MUST BE IN

ACCORDANCE WITH ACI MANUAL OF STANDARD PRACTICE FOR DETAILING

REINFORCED CONCRETE STRUCTURES, ACI 315-LATEST ADOPTED EDITION.

REINFORCING MUST BE ADEQUATELY SUPPORTED TO PREVENT DISPLACEMENT

BY CONCRETE PLACEMENT OR WORKERS.

REINFORCING BARS EXCEPT BARS TO BE WELDED MUST CONFORM TO THE

"STANDARD SPECIFICATION FOR DEFORMED BILLET STEEL BARS FOR

CONCRETE REINFORCEMENT", ASTM A615 GRADE 60. BARS TO BE WELDED

MUST CONFORM TO ASTM A706.

WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH "STRUCTURAL

WELDING CODE-REINFORCING STEEL", AWS D1.4. REINFORCING STEEL TO BE

WELDED MUST HAVE A MAXIMUM CARBON EQUIVALENT (CE) OF 0.75. SPECIAL

INSPECTION IS REQUIRED. TESTING IS REQUIRED FOR WELDS THICKER THAN

5/16".

WHERE CONTINUOUS BARS ARE CALLED OUT IN FOOTINGS, SPLICES MAY BE

USED. WHERE BARS ARE SHOWN SPLICED, THEY MAY RUN CONTINUOUS AT

CONTRACTOR'S OPTION.

REINFORCING BAR BENDS MUST BE MADE COLD.

UNLESS OTHERWISE SHOWN, WALL VERTICAL REINFORCING MUST BE

POSITIONED AT THE CENTER OF THE WALL.

DOWELS BETWEEN FOOTINGS AND WALLS MUST BE THE SAME GRADE, SIZE,

AND SPACING AS VERTICAL REINFORCING.

REINFORCING BARS MUST BE PROVIDED WITH THE FOLLOWING CONCRETE

COVER:

3.1.2

3.1.3

3.1.4

3.1.5

3.1.6

3.1.7

3.1.8

CONT. EXT.

FTG.

MIN. FTG. WIDTH MIN. FTG. THICKNESS MIN. EMBEDMENT

CONT. INT.

FTG.

PAD (SPREAD)

FTG.

2'-0"

MIN. FOOTING SIZES

SUBMIT COMPACTION TEST REPORTS FOR FILL BY A QUALIFIED TESTING LAB

TO ARCHITECT/ENGINEER & CONTRACTING OFFICER BEFORE FOUNDATION

PLACEMENT. LOOSE SOIL AND FILL DIRT MUST BE COMPACTEDTO A MINIMUM

OF 95% MAXIMUM DENSITY.

THE FOOTING EXCAVATIONS MUST BE KEPT FREE FROM LOOSE MATERIAL AND

STANDING WATER AND MUST BE NEAT AND TRUE TO LINE BEFORE CONCRETE

IS PLACED.

ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW

CONSTRUCTION MUST BE REMOVED.

WALL FOOTINGS ARE CONTINUOUS POURED CONCRETE WITH CONTINUOUS

REINFORCING PLACED 3" CLEAR OF BOTTOM AND SIDES.

UNLESS OTHERWISE NOTED, WALL FOOTINGS ARE CENTERED UNDER WALLS

AND COLUMN FOOTINGS UNDER COLUMNS.

PROVIDE FOR DESIGN AND INSTALLATION OF CRIBBING, SHEATHING AND

SHORING REQUIRED TO SAFELY RETAIN GRADES.

PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE, GROUND, AND

OR SEEPAGE WATER.

12" 18"

18"

18"

12"

12"

2'-0"

3'-0"

FOUNDATION DESIGN IN BASED ON A MAXIMUM NET ALLOWABLE SOIL

BEARING PRESSURE OF 5,000 PSF TO BE PROVIDED AFTER THE

INSTALLATION AND APPROVAL OF DENSIFIED DISPLACEMENT AGGREGATE

PIERS (DDAPS) FOR THE ENTIRE BUILDING FOUNDATION SYSTEM AS

RECOMMENDED IN THE AECOM GEOTECHNICAL ENGINEERING REPORT

REVISION DATED 30 JANUARY 2024 AND AS SPECIFIED. ALL WALL AND

COLUMN FOOTING MUST BE SUPPORTED ON DDAPS.

FOOTING DEPTHS SHOWN ARE A MINIMUM AND MAY REQUIRE DEEPENING

BASED ON SITE CONDITIONS.

FOOTINGS MUST BEAR ON FIRM UNDISTURBED OR COMPACTED SOIL.

MINIMUM FOOTING DIMENSIONS AND EMBEDMENTS MUST BE AS FOLLOWS:

1.0.7

1.

A.

B.

C.

2.

DEFERRED SUBMITTALS:

THE DEFERRED SUBMITTAL ITEMS MUST NOT BE INSTALLED UNTIL

THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN

REVIEWED BY THE ARCHITECT OR ENGINEER OF RECORD AND

THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE

WITH THE DESIGN OF THE BUILDING.

STRUCTURAL STEEL SHOP DRAWINGS AND CONNECTION

DESIGN, EXCLUDING LATERAL CONNECTIONS PROVIDED

WITHIN THE CONTRACT DOCUMENTS.

SUPPORT ANCHORAGE OF MECHANICAL, ELECTRICAL AND

PLUMBING EQUIPMENT AND COMPONENTS

SLAB ON GRADE CONTROL JOINT PLAN (PE SEAL NOT

REQUIRED FOR THIS ITEM)

THE ABOVE LISTED SUBMITTAL DOCUMENTS MUST BE STAMPED

AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER IN THE

STATE OF NORTH CAROLINA.

3.0.16

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3.4.1

3.4.2

3.4.3

3.4.4

3.4.5

3.4.6

3.4.7

4.0.1

4.0.2

4.0.3

4.0.4

4.0.5

4.0.6

4.0.7

4.0.8

4.0.9

4.0.10

4.0.11

4.0.12

3.4 POWDER ACTUATED FASTENERS IN

HARDENED CONCRETE, MASONRY,

AND STEEL (SHOT PINS):

STRUCTURAL STEEL:4.0

THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL MUST BE IN

ACCORDANCE WITH "AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"

AND STEEL CONSTRUCTION MANUAL AISC 360, LATEST ADOPTED EDITION.

EXCEPT AS AMENDED IN IBC CHAPTER 22.

NOT USED.

CONNECTIONS MUST BE DETAILED IN ACCORDANCE WITH LATEST EDITION OF

AISC "DETAILING FOR STEEL CONSTRUCTION".

STEEL FURNISHED FOR STRUCTURAL LOAD-CARRYING PURPOSES MUST BE

PROPERLY IDENTIFIED FOR CONFORMITY TO THE SPECIFIED GRADES SHOWN

BELOW AND IN ACCORDANCE WITH ASTM STANDARDS AND PROVISIONS OF IBC

CHAPTER 22. STEEL THAT IS NOT READILY IDENTIFIABLE AS TO GRADE FROM

MARKING AND TEST RECORDS MUST BE TESTED TO DETERMINE CONFORMITY TO:

A. WIDE FLANGE ASTM F992 (Fy=50 ksi) B. ANGLES AND CHANNELS ASTM A36 (Fy=36 ksi) C. PLATES ASTM A36 (Fy=36 ksi) D. HSS (RECTANGULAR) ASTM A500 GRADE C (Fy=50 ksi)

E. ANCHOR BOLTS ASTM F1554 GRADE 55 AT GRAVITY COLUMN

COLUMN ENDS MUST BE MILLED.

EXTERIOR STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER MUST

BE HOT-DIPPED GALVANIZED AFTER FABRICATION. ZINC COATING MUST

CONFORM TO ASTM A123 (G-60 U.O.N.).

WELDING DONE AFTER GALVANIZING MUST BE PROTECTED WITH TWO COATS OF

GALVANIZING PROTECTANT METALLIC BARRIER. CONTRACTOR MUST USE

VENTILATION WHILE PERFORMING THIS WORK AS REQUIRED BY OSHA.

STEEL FABRICATION MUST BE PERFORMED IN AN APPROVED FABRICATION SHOP.

STEEL FABRICATOR MUST VERIFY DIMENSIONS WITH ARCHITECTURAL AND

STRUCTURAL DRAWINGS.

METAL ITEMS, INCLUDING CONNECTORS, EXPOSED TO THE WEATHER MUST BE

HOT-DIPPED GALVANIZED AFTER FABRICATION.

STRUCTURAL STEEL MUST BE DELIVERED TO THE JOB SITE FREE OF EXCESSIVE

RUST, MILL SCALE, GREASE, ETC.

SUBMIT SHOP DRAWINGS TO THE STRUCTURAL ENGINEER & CONTRACTING

OFFICER FOR REVIEW PRIOR TO FABRICATION FOR STRUCTURAL STEEL

MEMBERS AND ACCESSORIES.

A.

B.

C.

POWDER ACTUATED FASTENING SYSTEMS:

CONCRETE: FOR GENERAL CONCRETE AND LIGHTWEIGHT

CONCRETE: POWDER ACTUATED FASTENING SYSTEMS MUST BE

INSTALLED PER REQUIREMENTS OF THE ICC-ES EVALUATION

SERVICES REPORT FOR THE SPECIFIC FASTENER, AND AS

REQUIRED BY THE MANUFACTURER.

MASONRY: POWDER ACTUATED FASTENING SYSTEMS MUST BE

INSTALLED PER THE REQUIREMENTS OF THE ICC-ES EVALUATION

SERVICES REPORT FOR SPECIFIC FASTENER, AND AS REQUIRED

BY THE MANUFACTURER.

STEEL: POWDER ACTUATED FASTENING SYSTEMS MUST BE

INSTALLED PER THE REQUIREMENTS OF THE ICC-ES EVALUATION

SERVICES REPORT FOR THE SPECIFIC FASTENER, AND AS

REQUIRED BY THE MANUFACTURER.

WHEN INSTALLING POWDER ACTUATED FASTENERS IN EXISTING NON-

PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID

HITTING OR DAMAGE TO THE EXISTING REINFORCING BARS. MAINTAIN A

MINIMUM CLEARANCE OF 1" BETWEEN THE REINFORCEMENT AND THE

FASTENER.

POWDER ACTUATED FASTENERS ARE NOT PERMITTED BY ASCE 7-16 SECTION

13.4.5 FOR SEISMIC TENSION LOAD APPLICATIONS. POWDER ACTUATED

FASTENERS MUST NOT BE USED TO CARRY SEISMIC TENSION LOADS…