ATCH 2 - DRAWINGS - Addition to CDC West Bldg 90306.pdf

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92427

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90359

92469

90032

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91307

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91048

90761

90101

92081

92431

90600

93660

90434

9200792006

90308

90043

92470

90918

Tully Street

Kissam Street

M A

Y S

T R

E E

T

Downs Road

W alkup W ay

M artin

L uther K ing

Downs Road

Kanuha Driv e

Blessi nger D r iv e

Bartley Street

Mitchell Road

Independence Road

T er ry A v en u e

McC lea n Street

Harts on Stre et

US98

Tully Street

M a in te na nc e H a u l R o a

US98

Howie Walters W ay

Lielmanis Avenue

US98

K e rw o o d

R oa d

C od y Ave nu e

Lukasik Avenue

Tully Street

R ed

H or se R oa d

H am by Place

Westfal l C ircl e

Bedel Street

T u lly S tr e e t

T ully Street

Benn ett A ve nue

C ru z A ve n u e

Red Horse Road

C ru z A ve n u e

Frazier Street

B e n n e tt

A v e n u e

Bedel Street

Independence Road

W alkup W ay

Corlew Road

McMillan Street

US98

W e av er

A v e nu e

Schmauss Lane

Hume Drive

Clark Road

Gelshlager Street

Whitbeck Street

C a m p ai gn e S tr e e t Purcell Drive

C o d y A v enu e

US98

Independence Road

O 'N e il

A ve n u e

US98

McIntosh Court

Hume Drive

Harrison Drive

Acha Drive

H u m e

D ri v e

Walters Drive

Hodges Street

Lewis Drive

Hume Drive

Galvan Street

Bland Street

Hume Drive

Grimm Lane unk unk

Tully Street

Red H orse

Road

Bakke Street

M a yo S tre et

Bakke Street

Tupelo Circle

Red Horse Road

S im p son A venu e

Tully Street

F ox x A ve n ue

Le to ur n e a u

C irc le

L e to u rn e a u

C irc le

NORTH

BASE MAP

MARTIN LUTHER KING JR. BLVD

INTERSECTION ENTRANCE

COMMERCIAL VEHICLE INSPECTION

ENTRANCE PASS & ID OFFICE

HURLBURT EAST GATE, NO

COMMERCIAL ENTRANCE

FIRE DEPARTMENT BLDG 90734

CONTRACTOR HAUL ROUTE

HURLBURT FIELD, FLORIDA

CP1024656

90306

PROJECT SITE

NORTH

PLAN

NORTH

IA

R

E

OF

RC

SP

EC

IA

AN

N

P

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L O

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M M

S

CO

D

SHEET REFERENCE:

D A

T E

SHEET NUMBER:

OF

D E

S C

R

IP

T

IO

N R

E V

A

IR

F O

R C

E

SP

EC

IA

L O

PE

R

A

TI

O N

S C

O M

M A

N D

S

P

EC

IA

L

O

PE

R A

TI

O

N S

C

IV

IL

E

N G

IN

E

ER

S

Q U

A D

R O

N

H U

R

LB

U R

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FI

EL

D

, F

LO

R

ID

A

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90306

G-001

9/04/2020

T

IT

L E

S H

E E

T

MSH

RCR

CP1024656

A D

D

IT

IO

N

C D

C W

E S

T B

L D

G

CONSTRUCT ADDITION CDC WEST

BLDG 90306

AR94997

DERETSI

G

E R

A R C H

IT

E C

T

FOETAT

S

FL O R

ID

A

R IC

E

AC

REBO

R

RLT

09/04/20

ABBREVIATIONS

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

R RADIUS, RANGE, RISER

RCP REFLECTED CEILING PLAN

RD REINFORCING STEEL BARS REBAR

REF REFERENCE, REFRIGERATOR

REG REGISTER

REINF REINFORCE

RET RETURN

REV REVISION

RH RIGHT HAND

RM ROOM

ROW RIGHT OF WAY

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FOOT(FEET)

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TE TOP ELEVATION

TEL TELEPHONE

TOC TOP OF CONCRETE

TOS TOP OF SLAB, TOP OF STEEL

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W WASHER, WEST, WIDE

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WP WATERPROOFING

WSCT WAINSCOT

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT(URAL)

BD BOARD

BLDG BUILDING

BOT BOTTOM

BRG BEARING

BRG PL BEARING PLATE

BUR BUILT-UP ROOFING

CF/CI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CF/GI CONTRACTOR FURNISHED/

GOVERNMENT INSTALLED

CID COMPREHENSIVE INTERIOR

DESIGN PACKAGE

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT/CONTROL

JOINT

CL CENTER LINE, CLASS, CLOSE

CLG CEILING

CLR CLEAR, COLOR, COOLER

CMU CONCRETE MASONRY UNIT

CPT CARPET

COL COLUMN

CONC CONCRETE

CONT CONTINUE, CONTINUOUS

CONTR CONTRACT, CONTRACTOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

COTR CONTRACTING OFFICER

TECHNICAL REPRESENTATIVE

CU FT CUBIC FEET

CU YD CUBIC YARD

D DRYER

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWS EYE WASH STATION

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEVATION

FIN GR FINISH GRADE

FLR FLOOR

FP FIREPROOF

FT FEET, FOOT

FTG FOOTING

GA GAGE

GALV GALVANIZED IRON

GB GRAB BAR

GC GENERAL CONTRACTOR

GF/GI GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GF/CI GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

GL GLASS

GLZ GLAZING

GMS GALVANIZED METAL STUD

GYP BD GYPSUM BOARD

HB HOSE BIBB

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATING/AIR COND

IBC INTERNATIONAL BUILDING CODE

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

LAM LAMINATE

LAV LAVATORY

LH LEFT HAND

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MS MOP SINK

MT MOUNT

MTD MOUNTED

MTG MEETING

MTL METAL

MW MICROWAVE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OF/OI OWNER FURNISH/

OWNER INSTALLED

OF/CI OWNER FURNISH/

CONTRACTOR INSTALLED

OH OVERHANG, OVERHEAD

OH DR OVERHEAD (COILING) DOOR

OPNG OPENING

OPP OPPOSITE

PCF POUNDS PER CUBIC FOOT

SYMBOLS LEGEND

ROOM NAME / NUMBER

DESIGNATION

DOOR NUMBER

WINDOW / LOUVER

TYPE

WALL TYPE

ELEVATION

TARGET

ELEVATION NUMBER

INTERIOR ELEVATION

SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

EXTERIOR ELEVATION

SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

NORTH ARROW

SECTION NUMBER

SECTION SYMBOL

SHEET ON WHICH

SECTION IS DRAWN

DETAIL NUMBER

DETAIL SYMBOL

SHEET ON WHICH

DETAIL IS DRAWN

PLAN

NORTH

A101

SIM

A

A

4 A-200

ROOM NAME

A-201

PLAN NORTH

TRUE NORTH A-201

IA

R

E

OF

RC

SP

EC

IA

AN

N

P

ER

L O

AT

IO

M M

S

CO

D

SHEET REFERENCE:

D A

T E

SHEET NUMBER:

OF

D E

S C

R

IP

T

IO

N R

E V

A

IR

F O

R C

E

SP

EC

IA

L O

PE

R

A

TI

O N

S C

O M

M A

N D

S

P

EC

IA

L

O

PE

R A

TI

O

N S

C

IV

IL

E

N G

IN

E

ER

S

Q U

A D

R O

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H U

R

LB

U R

T

FI

EL

D

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LO

R

ID

A

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90306

G-002

9/04/2020

S H

E E

T

IN

D E

X

MSH

RCR

CP1024656

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INDEX OF DRAWINGS

CH SHEET NAME

A-603 OPENING DETAILS

INTERIOR

I-101 FINISH PLAN

I-102 SIGNAGE PLAN

I-103 FINISH PLAN CEILING

I-601 FINISH SCHEDULE AND DETAILS

FIRE PROTECTION

F-001 GENERAL FIRE PROTECTION INFORMATION

F-101 FIRST FLOOR PLAN - DEMO - FIRE PROT.

F-201 FIRST FLOOR PLAN - FIRE PROTECTION

F-501 FIRE PROTECTION DETAILS

FIRE ALARM

FA-001 FIRE ALARM LEGEND, GENERAL NOTES

FA-002 FIRE ALARM DETAILS & DIAGRAM

FA-100 NEW WORK FA/MNS PLAN

PLUMBING

P-100 PLUMBING PLAN - DEMOLITION

P-101 FIRST FLOOR PLAN - PLUMBING

P-102 FIRST FLOOR PLAN - NEW WORK - WATER

P-501 DETAILS

P-601 WASTE RISER

MECHANICAL

M-001 GENERAL MECHANICAL INFORMATION

M-101 FIRST FLOOR PLAN - DEMOLITION - HVAC

M-201A FIRST FLOOR PLAN AREA A - DUCTWORK

M-301A FIRST FLOOR PLAN AREA A - PIPING

M-301B FIRST FLOOR PLAN AREA B - PIPING

M-501 MECHANICAL DETAILS

M-601 MCHANICAL SCHEDULES

M-701 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND, GENERAL NOTES

E-002 LIGHTING DETAILS

E-003 NEW WORK POWER RISER DIAGRAM

E-004 PANEL SCHEDULES

E-101 ELECTRICAL DEMOLITION PLAN

E-102 SITE ELECTRICAL DEMOLITION PLAN

E-103 NEW WORK ELECTRICAL SITE PLAN

E-200 NEW WORK POWER PLAN

E-201 NEW WORK MECHANICAL POWER PLAN

E-300 NEW WORK LIGHTING PLAN

E-400 NEW WORK LIGHTNING PROTECTION PLAN

TELECOMMUNICATIONS

T-001 TELECOM LEGEND

T-002 TELECOM NOTES

T-100 TELECOM DEMOLITION PLAN

T-111 TELECOM FLOOR PLAN

T-201 TELECOM DETAILS

T-202 TELECOM DETAILS

T-301 SYSTEMS SINGLE LINE DIAGRAMS

INDEX OF DRAWINGS

CH SHEET NAME

GENERAL

G-001 TITLE SHEET

G-002 SHEET INDEX

G-003 SITE LOCATION & HAUL ROUTE

G-004 CONTRACTOR STAGING & LAYDOWN AREA

G-110 AIR BARRIER PLAN DIAGRAM

CIVIL

C-001 CIVIL NOTES

C-002 GENERAL NOTES AND LEGEND

C-100 EXISTING CONDITIONS PLAN

C-101 DEMOITION AND EROSION CONTROL PLAN

C-102 SITE PLAN AND HORIZONTAL CONTROL

C-103 UTILITY PLAN

C-104 GRADING PLAN

C-105 GRADING PLAN - CONCRETE SIDEWALKS

C-106 CONCRETE JOINT LAYOUT PLAN

C-501 CIVIL DETAILS

C-502 FENCE DETAILS

C-503 FENCE DETAILS

C-504 FENCE DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES & WIND LOADS DIAGRAM

S-101 FOUNDATION & SLAB-ON-GRADE PLAN

S-102 ROOF FRAMING PLAN

S-201 EXTERIOR WALL ELEVATIONS

S-401 FOUNDATION SECTIONS & DETAILS

S-410 ROOF SECTIONS & DETAILS

S-411 ROOF SECTIONS & DETAILS

S-501 TYPICAL FOUNDATION DETAILS

S-502 TYPICAL FOUNDATION DETAILS

S-503 TYPICAL STEEL DETAILS

S-601 TYPICAL MASONRY DETAILS

ARCHITECTURAL

A-001 LIFE SAFETY PLAN

A-002 WALL TYPES

A-101 DEMOLITION PLANS AND ELEVATION

A-102 DEMOLITION RCP AND DETAILS

A-111 COMPOSITE PLAN

A-112 FLOOR PLAN

A-113 PLAYGROUND DETAILS

A-140 ROOF PLAN

A-141 ROOF DETAILS

A-150 CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-310 WALL SECTIONS

A-401 INTERIOR ELEVATIONS

A-402 CASEWORK SECTIONS

A-450 ENLARGED FLOOR PLAN

A-501 COLUMN DETAILS AND PLAN DETAILS

A-601 OPENING SCHEDULE AND DETAILS

A-602 OPENING DETAILS

AR94997

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PROJECT LOCATION

LAT: N30°24'47.92"

LON: W86°42'14.33"

N:

E

528200

N:

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525900

N:

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521700

N:

E

518800

N:

E

518800

N:

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520800

N:

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523000

N:

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525900

N:

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528200

N:

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529800

N:

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529800

N:

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518800

N:

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523000

CONTRACTOR'S HAUL ROUTE

1" = 500'

BASE VICINITY MAP

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GENERAL NOTES:

1. CONSTRUCTION ACCESS TO THE PROJECT SITE

SHALL BE THROUGH THE DOWNS ROAD ENTRANCE

OFF OF MARTIN LUTHER KING JR. BOULEVARD. ALL

CONSTRUCTION MATERIAL DELIVERIES INCLUDING

CONCRETE, ASPHALT AND MISCELLANEOUS

CONSTRUCTION MATERIALS NECESSARY TO THE

PROJECT WILL BE SUBJECT TO INSPECTION.

2. CONSTRUCTION TRAFFIC IS PROHIBITED TO

ACCESS THE PROJECT SITE USING THE FLIGHT

LINE PERIMETER ROAD.

3. CONTRACTOR SHALL MAINTAIN THE ACCESS

ROUTE TO BE FREE FROM DEBRIS CAUSED FROM

CONSTRUCTION ACTIVITY ON A DAILY BASIS.

CONTRACTORS SHALL KEEP ALL PUBLIC ROADS

AND STREETS CLEAN OF CONSTRUCTION DEBRIS,

MUD, ETC. AT ALL TIMES. CONTRACTOR TO

PROVIDE EQUIPMENT AND PERSONNEL TO CLEAN

ANY STREETS AS REQUESTED BY THE

CONTRACTING OFFICER. CONTRACTOR IS

RESPONSIBLE FOR ALL REPAIRS TO STREETS,

PARKING AREAS, AND BASE OR GOVERNMENT

PROPERTY, DUE TO DAMAGE BY THEIR

CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL

REFER TO SECTION 01 00 00 FOR ADDITIONAL

CRITERIA PROCEDURES.

ACCESS AND SAFETY PLAN NOTES:

1. ACCESS AND VEHICLE PARKING

A. ACCESS TO THE PROJECT FOR ALL CONTRACTOR

PERSONNEL, VEHICLES, AND EQUIPMENT IS

ILLUSTRATED ON THIS SHEET. ACCESS ROUTES

MAY BE SUBJECT TO CHANGE BASED ON

OPERATIONAL REQUIREMENTS ON BASE OR ON

THE AIRFIELD. POTENTIAL SCHEDULE IMPACTS

SHALL BE COORDINATED WITH THE CONTRACTING

OFFICER.

B. CONTRACTOR SHALL PROVIDE AND INSTALL A

PROFESSIONALLY PAINTED SIGN, MEETING

CONTRACTING OFFICER APPROVAL, AT THE

CONSTRUCTION ENTRANCE TO DIRECT MATERIAL

SUPPLIERS AND EMPLOYEES TO THE

CONSTRUCTION SITE.

C. CONTRACTOR MAY SUBMIT ALTERNATIVES TO

STAGING AREA LOCATIONS AS SHOWN.

CONTRACTOR'S STAGING AREA SHALL BE SUBJECT

TO APPROVAL OF CONTRACTING OFFICER'S

REPRESENTATIVE. LOCATION OF CONTRACTOR'S

STAGING AREA SHALL BE WITHIN THE PROJECT

WORK AREA.

D. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITY,

THE CONTRACTOR'S CONSTRUCTION EQUIPMENT

AND VEHICLES SHALL BE PARKED IN THE

CONTRACTOR'S STAGING AREA.

E. LOCATION OF ACCESS/HAUL ROADS ARE AS

INDICATED ON THIS SHEET.

F. ALL HAUL ROADS SHALL BE MAINTAINED SUCH

THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED

AT ALL TIMES FROM THE ROAD TO THE STAGING

AREA AND FROM THE STAGING AREA TO THE

WORK SITE AND FACILITATE GOVERNMENT

ACCESS TO THE BASE AT ALL TIMES. THE

MAINTENANCE OF HAUL ROADS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT. THE

HAUL ROAD LOCATIONS SHALL BE AS INDICATED

ON THIS SHEET OR BY THE CONTRACTING

OFFICER.

G. CONTRACTOR SHALL COORDINATE ACTIVITIES

THROUGHOUT THE PROJECT IN A MANNER THAT

ALLOWS EMERGENCY ACCESS TO ALL EXISTING

ROADWAYS AT ALL TIMES WITHOUT DELAYS TO

EMERGENCY VEHICLES RESPONSE TIME.

H. CONTRACTOR'S STAGING AREA AND ANY OTHER

AREA DISTURBED BY CONTRACTOR DURING

CONSTRUCTION SHALL BE RETURNED TO ORIGINAL

CONDITIONS AS APPROVED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR) AT THE

COMPLETION OF CONSTRUCTION.

I. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY

BE SEARCHED BY SECURITY POLICE WHEN

ENTERING THE BASE AND MAY EXPERIENCE

DELAYS AT NO ADDITIONAL COST TO THE

GOVERNMENT.

J. CONTRACTOR SHALL COORDINATE WITH

CONTRACTING OFFICER'S REPRESENTATIVE ANY

GOVERNMENT-OWNED EQUIPMENT REQUIRING

RELOCATION TO COMPLETE WORK.

2. COORDINATION AND COMMUNICATION DURING

CONSTRUCTION

A. CONTRACTOR SHALL APPOINT A CONSTRUCTION

SUPERINTENDENT, SUBJECT TO THE APPROVAL OF

THE CONTRACTING OFFICER, WHO SHALL BE

PRESENT ON THE CONSTRUCTION SITE AT ALL

TIMES DURING WORKING HOURS WHILE JOB IS IN

PROGRESS. THE SUPERINTENDENT SHALL BE

DESIGNATED THE RESPONSIBLE CONTRACTOR'S

REPRESENTATIVE WHO SHALL BE AVAILABLE ON A

24-HOUR BASIS. WHEN THE CONTRACTOR

REPRESENTATIVE IS NOT AVAILABLE ON THE

CONSTRUCTION SITE, AN ALTERNATE

REPRESENTATIVE SHALL BE PROVIDED.

B. PRIOR TO CONSTRUCTION, THE CONTRACTOR

SHALL CORDON OFF THE WORK AREAS AND

STREET CROSSINGS BY USING BARRICADES

APPROVED BY THE CONTRACTING OFFICER.

C. THIS PROJECT SHALL BE CONSTRUCTED IN

COMPLIANCE WITH PART 91 OF ACT 451 OF 1994, AS

AMENDED. THE SOIL EROSION AND SEDIMENT

CONTROL ACT. CONTRACTOR IS RESPONSIBLE FOR

COORDINATING ALL REQUIREMENTS WITH STATE

AND LOCAL AUTHORITIES AND DOCUMENTS TO BE

SUBMITTED FOR PERMITTING.

D. EROSION CONTROL DEVICES SHALL BE USED FOR

THE STAGING AREA AND ANY MATERIAL

STOCKPILES WHEN NECESSARY TO CONTROL

EROSION AND STORM WATER RUNOFF IN

ACCORDANCE WITH FEDERAL, STATE AND LOCAL

REGULATIONS.

3. TRAFFIC CONTROL

A. ALL CONSTRUCTION EQUIPMENT AND VEHICLES

SHALL BE MARKED WITH COMPANY PAINTED

DESIGNS, INSIGNIAS OR OTHER COMPANY

MARKINGS, WHICH ARE CLEARLY VISIBLE.

B. CONSTRUCTION EQUIPMENT SHALL HAVE

AUTOMATIC SIGNALING DEVICES TO SOUND AN

ALARM WHEN MOVING IN REVERSE.

C. ONLY RUBBER-TIRED VEHICLES SHALL BE

ALLOWED ON EXISTING PAVEMENT THAT IS TO

REMAIN.

D. NON-CONSTRUCTION PEDESTRIAN TRAFFIC WILL

NOT BE ALLOWED INSIDE THE CONSTRUCTION

LIMITS OR CONSTRUCTION FENCE.

E. ANY DAMAGE TO ROADS AND PAVEMENT DUE TO

CONSTRUCTION EQUIPMENT OR CONSTRUCTION

TRAFFIC SHALL BE REPAIRED TO THEIR ORIGINAL

CONDITION BY THE CONTRACTOR AT HIS/HER OWN

EXPENSE TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

F. CONTRACTOR SHALL PROVIDE A NOTICE FOR

ROAD CLOSURE TO THE CONTRACTING OFFICER A

MINIMUM OF 10 WORKING DAYS PRIOR TO ROAD

REQUIRING CLOSURE.

G. CONTRACTOR SHALL PROVIDE A TEMPORARY

TRAFFIC CONTROL PLAN TO AND ON FILE WITH

THE CONTRACTING OFFICER AND BASE ENGINEER

PRIOR TO STARTING CONSTRUCTION ACTIVITIES.

H. TEMPORARY TRAFFIC CONTROL PLAN SHALL

COMPLY WITH MUTCD CRITERIA.

4. EQUIPMENT AND STOCKPILE HEIGHT

A. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN

A MANNER TO PREVENT ITS MOVEMENT BY RAIN

AND WIND FORCES.

5. EXCAVATION, TRENCHES AND BORROW SITES

A. OPEN TRENCHES AND EXCAVATIONS AT THE

CONSTRUCTION SITE SHALL BE PROMINENTLY

MARKED WITH ORANGE AND WHITE BARRICADES

AND WITH FLASHING RED LIGHTS ACCEPTABLE TO

THE CONTRACTING OFFICER AND USACE SAFETY

MANUAL EM385-1-1.

B. BORROW SITES ARE NOT AVAILABLE FOR USE BY

THE CONTRACTOR ON THE BASE. ALL BORROW

MATERIALS, TOPSOIL, OR OTHER SOIL MATERIAL

SHALL BE OBTAINED BY THE CONTRACTOR FROM

COMMERCIAL SOURCES FROM OFF-SITE

LOCATIONS.

6. DISPOSAL AREAS

A. DISPOSAL AREAS FOR RUBBLE, UNSUITABLE

EXCESS SOIL MATERIALS, OR OTHER

CONSTRUCTION DEBRIS ARE NOT AVAILABLE ON

THE BASE FOR THE CONTRACTOR'S USE. DISPOSAL

IS THE RESPONSIBILITY OF THE CONTRACTOR AT

SITES OFF GOVERNMENT CONTROLLED LANDS.

7. OTHER SAFETY REQUIREMENTS

A. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES

THAT CONFORM TO OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA) REGULATIONS

AND USACE SAFETY MANUAL EM385-1-1.

B. CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE

FIRE LANE FREE FROM OBSTRUCTION AND

MAINTAIN 20' WIDTH ACCESS TO THE SITE AND ALL

SURROUNDING ROADS AND STREETS.

8. CONTRACTOR SAFETY PLAN SUBMITTALS

A. CONTRACTOR SHALL FURNISH A CONSTRUCTION

SAFETY PLAN IN ACCORDANCE WITH THE

SPECIFICATIONS AND USACE SAFETY MANUAL EM

385-1-1 WITH HIS/HER PROJECT SCHEDULE. THE

SAFETY PLAN SHALL IDENTIFY THE FOLLOWING

ITEMS:

· PROPOSED ACCESS POINTS, STAGING AREA AND

HAUL ROUTES.

· TEMPORARY MARKINGS TO BE USED, IF

ANY.LOCATION AND TYPE OF BARRICADES OR

OTHER TRAFFIC CONTROL DEVICES.

· METHODS BY WHICH THE CONTRACTOR WILL

COMMUNICATE WITH THE CONTRACTING OFFICER.

0 600' 1200'

CORP OF ENGINEERS

RESIDENT OFFICE

BUILDING 90052

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OVERALL VICINITY MAP

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PROJECT LOCATION

HURLBURT FIELD

LATITUDE: N 30° 24' 47.92"

LONGITUDE: W 86° 42' 14.33"

HAMBY PLACE

RED HORSE ROAD

DOWNS

ROAD

TULLY STREET

INDEPENDENCE

ROAD

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T

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US HIGHWAY 98

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ROAD

FREEDOM WAY

(WALKUP WAY)

BEDEL STREET

BENNETT AVENUE

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MARTIN LUTHER KING JR

BOULEVARD

CONTRACTOR'S HAUL ROUTE

LEGEND

BUILDING 90210

LUKASIK

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BASE SECURITY

FRAZIER

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FIRE DEPARTMENT

BUILDING 90734

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BUILDING 90729

BASE CIVIL ENGINEERING

BUILDING 90053

VISITOR CENTER

PASS/ID

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(NO COMMERCIAL ENTRY)

BACK GATE

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0 30' 60'

N

48 HOURS BEFORE DIGGING

1-800-432-4770

SUNSHINE STATE ONE CALL CENTER

CALL 811

TOLL FREE

OR

Know what's below.

Call before you dig.

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DATE:

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NOTES:

1. INSTALL TEMPORARY CONSTRUCTION FENCE AROUND THE LIMITS OF

WORK NOT INCLUDING THE CONSTRUCTION ACCESS ROAD.

COORDINATE CHAIN AND PADLOCKS ON GATES WITH BASE FIRE

DEPARTMENT. EACH GATE TO BE NUMBERED FOR EMERGENCY

ACCESS. CONTRACTORS TO MAINTAIN FIRE ACCESS THROUGH

CONSTRUCTION SITE AT ALL TIMES.

2. SEE CIVIL LEGEND ON SHEET C-002.

3. CONTRACTOR SHALL ENSURE ALL CONSTRUCTION EQUIPMENT

MOBILIZED AND USED FOR THE PROJECT IS CLEAN AND FREE OF

PLANT PARTS BEFORE SOIL DISTURBANCE COMMENCE AT HURLBURT

FIELD BASE. IN ADDITION, IF THE CONSTRUCTION EQUIPMENT IS

UTILIZED AT ANOTHER LOCATION ON BASE, IT SHALL BE CLEANED

BEFORE IS MOBILIZED ON BASE TO PREVENT SPREADING INVASIVE

PLANTS.

4. TRUCK WASHOUT AREA TO BE CONSTRUCTED, MAINTAINED, AND

CLEANED IN ACCORDANCE WITH FLORIDA DEPT OF ENVIRONMENTAL

PROTECTION REGULATIONS. PROVIDE DETAILS AND MAINTENANCE

PLAN AS PART OF THE STORMWATER POLLUTION PREVENTION PLAN.

5. ALL TEMPORARY TRAFFIC BARRIERS TO BE INSTALLED AND

MAINTAINED TO CLOSE ROADS TO ALL NON-CONSTRUCTION TRAFFIC

AND SHALL BE INSTALLED BY THE CONTRACTOR. COORDINATE WITH

EGLIN SECURITY AND POLICE.

6. ALL CONTRACTORS TO STOCKPILE REQUIRED MATERIALS AND

EQUIPMENT WITHIN LIMITS OF PROJECT AREA OR STAGING AREA AS

INDICATED ON THE DRAWINGS, AND RESTORE THE AREA TO

PRE-CONSTRUCTION CONDITIONS.

7. ALL CONTRACTORS TO COORDINATE UTILITY WORK WITH

CONTRACTING OFFICER AND ADJACENT CONTRACTORS.

COORDINATE TO ALLOW ACCESS AROUND OR WITHIN WORK LIMITS

FOR OTHER CONTRACTORS TO INSTALL NEW UTILITY MAINS,

CAP/PLUG EXISTING LINES, AND EXTEND/RELOCATE EXISTING UTILITY

SERVICES.

8. CONTRACTOR SHALL CONNECT TO EXISTING OR NEW FIRE HYDRANTS

FOR TEMPORARY CONSTRUCTION WATER. INSTALL QUICK

DISCONNECT, BACK FLOW PREVENTER AND SHUT-OFF VALVE ON 2

HOSE CONNECTION ONLY. PRIOR TO MAKING ANY CONNECTIONS TO

BASE WATER SYSTEMS THE CONTRACTOR MUST NOTIFY AND

COORDINATE WITH THE CONTRACTING OFFICER.

9. STOCKPILE ALL EXCESS SATISFACTORY MATERIAL WITHIN CLEAR

AREA BETWEEN THE TREES AND DITCH. MAXIMUM HEIGHT 15.00' WITH

5:1 SIDE SLOPES. PROVIDE EROSION CONTROL PROTECTION AROUND

THE STOCKPILE LIMITS. MATERIAL TO BE USED FOR OTHER PROJECTS

ON BASE, COORDINATE WITH CONTRACTING OFFICER. ALL

UNSATISFACTORY MATERIAL SHALL BE HAULED OFF GOVERNMENT

PROPERTY.

10. PROTECT ALL EXISTING TREES. ANY TREES DAMAGED DURING

CONSTRUCTION SHALL BE REPLACED WITH SIMILAR MATERIAL AND

CALIPER.

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BLDG 90390

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GENERAL NOTES

1. DRAWINGS ON THIS SHEET ARE PROVIDED

TO SHOW DIAGRAMMATIC LOCATION OF AIR

BARRIER.

2. SEE SHEET A-002 FOR SPECIFIC WALL

CONSTRUCTION INFORMATION.

3. SEE WALL SECTIONS AND DETAILS FOR

ADDITIONAL AIR BARRIER INFORMATION.

KEYNOTES

PAINTED GYPSUM WALLBOARD

PERFORMS AS AIR BARRIER.

FLUID APPLIED AIR/MOISTURE

BARRIER PERFORMS AS AIR BARRIER.

CONCRETE SLAB PERFORMS AS AIR

BARRIER.

ROOFING UNDERLAYMENT PERFORMS

AS AIR BARRIER

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BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90306

G-110

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1 AIR BARRIER PLAN

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2 AIR BARRIER SECTION

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3 AIR BARRIER SECTION TRANSVERSE

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

AR94997

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1.00 GENERAL NOTES

1.01 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT

SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN.

1.02 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY

STRUCTURAL ENGINEER OF ANY DISCREPANCY.

1.03 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TAKE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING STRUCTURE AND ITS FOUNDATION AND TO LIMIT, TO THE EXTENT POSSIBLE, THE EFFECTS OF CONSTRUCTION THAT THE NEW STRUCTURE HAS ON THE EXISTING STRUCTURE.

1.04 COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, PLUMBING AND CIVIL. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN

APPROVAL OF THE ARCHITECT. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL

DRAWINGS, SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS.

1.05 DESIGN CRITERIA:

THE STRUCTURE HAS BEEN DESIGNED UTILIZING THE FOLLOWING REFERENCES:

A. UFC 1%200%01, GENERAL BUILDING REQUIREMENTS

B. UFC 3%301%01, STRUCTURAL ENGINEERING, WITH CHANGE 1

C. INTERNATIONAL BUILDING CODE, 2015

D. ASCE 7%10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

E. ACI 302.1 R%5, CONCRETE FLOOR AND SLAB CONSTRUCTION

F. ACI 318%11, BUILDING CODE REQUIREMENTS FOR CONCRETE STRUCTURES

G. ACI 360 R%06, DESIGN OF SLAB ON GRADES

H. AISC STEEL CONSTRUCTION MANUAL 14TH EDITION

I. ACI 530%05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

1.06 DESIGN LOADS

A. DEAD LOADS:

1. MECHANICAL, ELECTRICAL, PLUMBING: 10 PSF

2. CEILINGS AND INSULATION: 5 PSF

B. LIVE LOADS: (MAY BE REDUCED PER CODE)

1. ROOFS: 20 PSF

2. SLAB%ON%GRADE: 100 PSF

3. STORAGE: 125 PSF

4. MECHANICAL/ ELECTRICAL ROOMS: 150 PSF

C. WIND LOADS % STRUCTURE HAS BEEN DESIGNED TO CONFORM TO THE WIND PROVISIONS OF

ASCE 7%10. SEE WIND PRESSURE DIAGRAM & CHART FOR THE FOLLOWING:

1. BASIC WIND SPEED (3%SEC GUST)

2. BUILDING RISK CATEGORY

3. WIND EXPOSURE CATEGORY

4. INTERNAL PRESSURE COEFFICIENT

5. COMPONENT & CLADDING WIND PRESSURES

1.07 SUBMITTALS:

A. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE CONTRACTING OFFICER DOES NOT

RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS

BEFORE SUBMITTAL TO THE CONTRACTING OFFICER. THE CONTRACTOR REMAINS SOLELY

RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP

DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE

CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS,

TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.

1.08 SHOP DRAWING SUBMITTALS:

A. THE REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS DONE BY THE CONTRACTING OFFICER

DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP

DRAWINGS BEFORE SUBMITTAL TO THE CONTRACTING OFFICER. THE REVIEW BY THE

CONTRACTING OFFICER IS FOR GENERAL CONFORMANCE ONLY. IF SHOP DRAWINGS HAVE NOT

BEEN REVIEWED AND APPROVED BEFORE SUBMITTAL TO THE CONTRACTING OFFICER, THEY

SHALL BE RETURNED WITHOUT APPROVAL.

B. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY AND ALL ERRORS AND OMISSIONS

ASSOCIATED WITH THE PREPARATION OF ALL SHOP DRAWINGS IN RELATIONSHIP TO THE

CONSTRUCTION DOCUMENTS.

C. ALL MODIFICATIONS MADE FOR SUBMITTALS THAT ARE RE%SUBMITTED SHALL CLEARLY NOTE

ALL CHANGES.

D. REPRODUCING THE CONTRACT DOCUMENTS FOR USE AS SHOP DRAWINGS IS NOT ALLOWED,

AND SHOP DRAWINGS WILL BE RETURNED WITHOUT APPROVAL.

E. GENERAL SHOP DRAWING REQUIREMENTS:

1. SUBMIT SHOP DRAWINGS AND ANY OTHER SPECIAL INFORMATION NECCESSARY FOR

PROPER FABRICATION, ERECTION, AND PLACEMENT OF STRUCTURAL FABRICATIONS.

INCLUDE PLANS, ELEVATIONS, AND SECTIONS. CLEARLY SHOW ANCHORAGES,

CONNECTIONS, AND ACCESSORY ITEMS. THE DETAILER MUST INTERPRET THE

CONTRACT DOCUMENTS AND CLEARLY CONVEY THIS INTERPRETATION TO THE FIELD IN

THE FORM OF PLACING OR ERECTION DRAWINGS.

2. CONCRETE REINFORCING DETAILER % PROVIDE PLACING DRAWINGS FOR FABRICATION

AND PLACING OF REINFORCING STEEL. THESE DRAWINGS SHALL INCLUDE, BUT ARE NOT

LIMITED TO, THE FOLLOWING: BAR LISTS, SCHEDULES, BENDING DETAILS, PLACING

DETAILS, PLACING PLANS, AND PLACING ELEVATIONS. CLEARLY SHOW FOUNDATION

REINFORCING. INDICATE BAR LENGTHS, LOCATION AND SPLICES OF CONTINUOUS BARS,

AND BAR SUPPORTS. CLEARLY SHOW LOCATIONS OF ALL DOWELS ON PLAN.

1.09 SHOP DRAWINGS BY SPECIALTY ENGINEER:

A. THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE SPECIALTY

ENGINEERED ERECTION AND FABRICATION DRAWINGS WITH INPUT BY A SPECIALTY ENGINEER,

BUT ARE NOT LIMITED TO: WINDOW SYSTEMS, STOREFRONT SYSTEM, ROOF SYSTEMS,

AWNINGS, LOUVERS, LADDERS, AND ALL EXTERIOR SOFFIT FRAMING.

B. THE SPECIALTY ENGINEER OR SUPPLIER SHALL DESIGN AND INSTALL THEIR COMPLETED

SYSTEM IN ITS ENTIRETY TO THE PRIMARY STRUCTURE PER THE CRITERIA NOTED ON THESE

CONSTRUCTION DOCUMENTS. THE SPECIALTY ENGINEER SHALL ADHERE TO ALL

REQUIREMENTS OF THE APPLICABLE BUILDING CODE OR THESE NOTES, WHICHEVER IS MORE

STRINGENT.

C. SHOP DRAWINGS SHALL BE PROVIDED TO THE CONTRACTING OFFICER AND CALCULATIONS

SHALL REQUIRE THE SEAL, DATE, AND SIGNATURE OF THE SPECIALTY ENGINEER.

2.00 FOUNDATIONS AND SLAB%ON%GRADE

2.01 THE DESIGN OF FOUNDATIONS, RETAINING WALLS AND SLAB ON GRADE IS BASED ON THE CRITERIA ESTABLISHED IN THE GEOTECHNICAL REPORT BY UNIVERSAL ENGINEERING SCIENCES, PENSACOLA, FLORIDA; FILE #1730.180057.0000, DATED JUNE 29, 2018. THE RECOMMENDATIONS OF THAT REPORT

SHALL BE CONSIDERED AN INTEGRAL PART OF THE CONTRACT DOCUMENTS.

2.02 SHALLOW FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF

2500 PSF.

2.03 A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL

SUBGRADES, FILLS AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS,

WALLS, FILLS, BACKFILLS, ETC. SHOULD THE CONTRACTOR FIND UNDESIRABLE SOILS, HE SHALL STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER. ALL FOOTINGS SHALL REST EITHER ON UNDISTURBED SOIL OR A MANUALLY OPERATED VIBRATORY SLED OR TAMPER SHOULD BE USED

TO DENSIFY ANY SOILS IN THE BOTTOM OF THE FOOTING TRENCHES LOOSENED DURING THE

EXCAVATION OPERATION.

2.04 SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING.

FOUNDATIONS POURED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE

AND DURING CONCRETE PLACEMENT.

2.05 CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY PROTECTING ALL EXCAVATION SLOPES.

2.06 WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO

HORIZONTAL.

2.07 DEWATER TO AT LEAST TWO FEET BELOW BOTTOM OF LOWEST FOUNDATION IF GROUNDWATER IS

ENCOUNTERED.

2.08 SLAB%ON%GRADE REQUIREMENTS:

A. UNLESS NOTED OTHERWISE, THE SLAB%ON%GRADE SHALL BE A MINIMUM OF 4 INCHES THICK, PLACED ON COMPACTED SUBGRADE, AND REINFORCED WITH 6 x 6 % W2.0 x W2.0 WWF IN FLAT

SHEETS (ROLLS ARE NOT PERMITTED). PROVIDE POSITIVE SUPPORT 2½” CLEAR FROM BOTTOM

OF SLAB. LAP MESH 12”.

B. PLACE SAWN CONTROL JOINTS IN THE SLAB%ON%GRADE AT LOCATIONS INDICATED BY “S.C.J.”.

SEE SPECS FOR SAW CUTTING CONTROL JOINTS UNDER THE HEADING “INTERIOR

LONGITUDINAL CONTRACTION JOINT”.

C. SUBGRADE SHALL BE PREPARED AS RECOMMENDED IN THE GEOTECHNICAL REPORT.

D. PROVIDE A CAPILLARY BREAK CONSISTING OF A COMPACTED 4” LAYER OF CLEAN #57 STONE

OVER THE COMPACTED SUBGRADE.

E. SEE SPECIFICATIONS FOR VAPOR RETARDER MATERIAL. VAPOR RETARDER SHALL CONFORM

TO ASTM E1745, CLASS A, B, OR C. THE VAPOR RETARDER SHOULD BE PLACED OVER THE

PREPARED SUBGRADE. TO REDUCE THE POSSIBILITY OF PUNCTURE WHEN THE VAPOR

RETARDER IS TO BE PLACED OVER A ROUGH GRANULAR FILL LAYER, PROVIDE A THIN LAYER

OF APPROXIMATELY 1/2 INCH OF FINE%GRADED MATERIAL ROLLED OR COMPACTED OVER THE

GRANULAR FILL LAYER PRIOR TO INSTALLATION OF THE VAPOR RETARDER. VAPOR RETARDER

SHOULD BE OVERLAPPED 8 IN. AND TAPED AT THE JOINTS AND CAREFULLY FITTED AROUND

SERVICE OPENINGS.

3.00 REINFORCED CONCRETE

3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301%05, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318%05, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315, DETAILING MANUAL. DETAIL ALL CONCRETE WALLS AND BEAMS ON THE SHOP DRAWINGS IN

ELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE. SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND

ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND

REVIEWED.

3.02 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING

MINIMUM 28 DAY COMPRESSIVE STRENGTHS:

A. FOUNDATIONS 3500 PSI

B. SLAB%ON%GRADE 3500 PSI

ALL CONCRETE SHALL HAVE ENTRAINED AIR, U.N.O. CONCRETE MAY CONTAIN A PROPERLY DESIGNED

SUPERPLASTICIZER FOR WORKABILITY.

3.03 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.

3.04 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH

IS THE CONTRACTOR'S.

3.05 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.

3.06 HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED. THE STRUCTURAL ENGINEER SHALL APPROVE THE LOCATION OF VERTICAL CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY MECHANICAL MEANS, AND CLEANED. CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING INTENDED POURING SEQUENCE AND LOCATION OF CONSTRUCTION JOINT TO THE ENGINEER FOR REVIEW. PROPOSED METHODS MUST BE ACCEPTABLE TO THE ARCHITECT BEFORE USE.

3.07 CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4".

3.08 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE.

PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCE DURING ALL CONSTRUCTION ACTIVITIES. "STICKING” DOWELS INTO WET CONCRETE IS NOT

PERMITTED.

3.09 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED;

STAGGER SPLICE WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") UNLESS NOTED OTHERWISE.

DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH FULL TENSION SPLICES (CLASS "B") UNLESS NOTED OTHERWISE. TERMINATE BARS WITH STANDARD

HOOKS.

3.10 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE (PER ACI

318%05 PAR.7.7.1):

A. CONCRETE AGAINST EARTH (NOT FORMED): 3"

B. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER:

1. #6 THROUGH #18 BARS: 2"

2. #5 BARS AND SMALLER: 1%1/2"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

1. SLABS AND WALLS: 1"

2. BEAMS (STIRRUPS) AND COLUMNS (TIES): 1%1/2"

3.11 DO NOT PLACE DUCTS EXCEEDING ONE%THIRD THE SLAB OR WALL THICKNESS WITHIN THE SLAB OR WALL

UNLESS SPECIFICALLY SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.

3.12 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE STRUCTURAL

ENGINEER.

3.13 ALL REINFORCING STEEL PLACEMENTS SHALL BE REVIEWED BY THE CONTRACTING OFFICER, OR BY A

REPRESENTATIVE RESPONSIBLE TO HIM. (RE: ACI 318 PAR. 1.3.1)

4.00 STRUCTURAL STEEL, STEEL DECK

4.01 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED ACCORDING TO AISC

"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ASD, LATEST EDITION.

4.02 SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH AISC MANUAL "DETAILING FOR STEEL CONSTRUCTION", LATEST EDITION. STEEL FABRICATOR SHALL SUPPLY ANCHOR BOLT LOCATION DRAWINGS.

DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

4.03 HEADED ANCHOR RODS: ASTM F 1554, GRADE 36 ASTM F 1554, GRADE 55, WELDABLE, STRAIGHT.NUTS:

ASTM A 563 (ASTM A 563M) HEAVY%HEX CARBON STEEL, PLATE WASHERS: ASTM A 36/A 36M CARBON STEEL, WASHERS: ASTM F 436 (ASTM F 436M), TYPE 1, HARDENED CARBON STEEL. FINISH: HOT%DIP ZINC COATING, ASTM A 153/A 153M, CLASS C MECHANICALLY DEPOSITED ZINC COATING, ASTM B 695, CLASS 50.

4.04 STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. STRUCTURAL STEEL SHAPES, PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE.

STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 46 KSI, UNLESS NOTED OTHERWISE.

STEEL PIPE SHALL CONFORM TO ASTM A501 OR ASTM A53, TYPE E OR S, GRADE B.

4.05 BOLTS SHALL CONFORM TO ASTM A325, 3/4%INCH DIAMETER MINIMUM, UNLESS NOTED OTHERWISE. BOLTS IN BEARING CONNECTIONS SHALL BE DESIGNATED TYPE N, TENSIONED, SNUG%TIGHT AS DEFINED BY AISC. BOLTS IN MOMENT CONNECTIONS AND IN TRUSSES SHALL BE DESIGNATED SLIP%CRITICAL (SC). FULLY TENSION SLIP% CRITICAL CONNECTIONS WITH DIRECT TENSION INDICATOR WASHERS INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S INSTRUCTION.

4.06 USE PRE%QUALIFIED WELDED JOINTS AS PER AISC, AND AWS D1.1 "STRUCTURAL WELDING CODE." USE ONLY CERTIFIED WELDERS; ALL ELECTRODES SHALL CONFORM TO AWS A5 GRADE E70XX. BARE ELECTRODE AND GRANULAR FLUX SHALL CONFORM TO AWS A5, F70 AWS FLUX CLASSIFICATION. MINIMUM WELD SIZE TO BE

3/16" FILLET WELD, U.N.O.

4.07 CUTS, BOLTS, COPING, ETC. REQUIRED FOR WORK OR OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS AND MADE IN THE SHOP. CUTS OR BURNING HOLES IN STRUCTURAL STEEL MEMBERS IN THE FIELD

WILL NOT BE PERMITTED.

4.08 SHOP CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS MAY BE WELDED OR BOLTED. FIELD CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE BOLTED, WHERE POSSIBLE.

4.09 WHEN SPECIFICALLY NOT DETAILED ON THE DESIGN DRAWINGS PROVIDE THE FOLLOWING BEAM

CONNECTIONS:

A. USE TWO%SIDE ANGLE CONNECTIONS PER AISC SPECIFICATIONS, LATEST EDITION.

B. WHERE BEAM REACTIONS ARE SHOWN, CONNECTIONS SHALL DEVELOP THE REACTION GIVEN.

C. WHEN BEAM REACTIONS ARE NOT SHOWN, CONNECTIONS SHALL BE DESIGNED TO SUPPORT ONE HALF

THE TOTAL UNIFORM LOAD CAPACITIES SHOWN IN THE ALLOWABLE UNIFORM LOAD TABLES, PARTS 2

OF THE AISC MANUAL, FOR THE GIVEN BEAM, SPAN, AND GRADE OF STEEL SPECIFIED.

D. WHERE REACTIONS ARE SUBJECT TO ECCENTRICITY, SUCH ECCENTRICITY SHALL BE TAKEN INTO

ACCOUNT.

4.10 STEEL TRUSS CONNECTIONS SHALL DEVELOP FULL TENSILE CAPACITY OF MEMBER CONNECTED, UNLESS NOTED OTHERWISE. DOUBLE ANGLE TRUSS MEMBERS SHALL HAVE SPACERS EQUAL TO GUSSET THICKNESS AT 3RD POINTS. THIS NOTE APPLIES TO BOTH VERTICAL AND HORIZONTAL TRUSSES. IF NECCESARY AT TRUSS CONNECTIONS, EXTEND THE WEB OF TEE SHAPED CHORDS USING PLATE EQUAL IN THICKNESS TO TEE WEB

USING FULL PENETRATION WELDS.

4.11 FIELD SPLICES SHALL BE DESIGNED TO DEVELOP THE FULL CAPACITY OF MEMBER AT THE POINT OF SPLICE IN

BENDING, SHEAR AND AXIAL LOAD (COMPRESSION AND TENSION).

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4.12 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND ACCEPTANCE IS GRANTED. HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY AND THE CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THE SPECIFIC DETAILS SHOWN ON THE DRAWINGS. IN ANY EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE DESIGN OF SUCH ALTERNATE DETAILS, WHICH HE PROPOSES.

4.13 PROVIDE STIFFENER PLATES ON EACH SIDE OF WEB OF BEAM OR GIRDER AT POINTS OF

CONCENTRATED LOADS. MINIMUM STIFFENER PLATE THICKNESS SHALL BE 1/2" OR FLANGE

THICKNESS OF COLUMNS ABOVE OR BELOW, WHICHEVER IS THICKER.

4.14 FILLER BEAMS OR JOISTS SHOULD BE SPACED EQUALLY BETWEEN THE COLUMNS IF NOT SHOWN

OTHERWISE ON THE DRAWINGS.

4.15 PROVIDE TEMPORARY BRACING OF STRUCTURAL FRAMING TO PROVIDE LATERAL SUPPORT UNTIL ALL

PERMANENT BRACING MOMENT CONNECTIONS AND FLOOR AND ROOF DECKS (DIAPHRAGMS) ARE

COMPLETELY INSTALLED.

4.16 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND DRAWINGS RELATED TO OTHER TRADES. CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, CLEARANCES, ETC. WITH THE WORK OF OTHER TRADES. THE

STRUCTURAL STEEL CONTRACTOR SHALL PROVIDE FRAMING AROUND OPENINGS IN FLOOR AND

ROOF SLAB AS INDICATED IN THE MECHANICAL AND ARCHITECTURAL DRAWINGS.

4.17 THE STRUCTURAL STEEL CONTRACTOR SHALL PROVIDE WEB REINFORCEMENT AT OPENINGS IN

STEEL BEAMS AND GIRDERS FOR MECHANICAL AND ELECTRICAL PENETRATIONS. WEB OPENINGS

SHALL BE LOCATED IN THE MIDDLE 1/3 OF BEAM DEPTH. WEB REINFORCEMENT IS NOT REQUIRED FOR WEB OPENINGS LESS THAN 4" DIAMETER OR 3" X 3". A MAXIMUM OF ONE WEB OPENING IS PERMITTED

FOR EACH BEAM NOT HAVING WEB REINFORCEMENT.

4.18 STRUCTURAL STEEL CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE ELEVATION WITH THE TOP OF CONCRETE ELEVATION. IN CASE OF CONFLICT, THE CONTRACTOR SHALL MAKE

ALLOWANCE IN HIS BID FOR MORE STRINGENT REQUIREMENTS.

4.19 PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DO NOT PAINT

STEEL SURFACES TO BE ENCASED IN CONCRETE OR RECEIVE SPRAYED ON FIREPROOFING,

CONNECTIONS DESIGNATED AS SLIP CRITICAL, OR TO BE WELDED.

4.20 PRIMER: SSPC-PAINT 25, TYPE I, ZINC OXIDE, ALKYD, LINSEED OIL PRIMER.

STEEL DECKING:

4.21 MATERIAL FOR STEEL DECKING SHALL CONFORM TO ASTM A1008 GRADES 33 AND 40, OR FROM A653.

SEE DRAWINGS FOR STEEL DECK TYPE, GAUGE, YIELD STRENGTH AND SECTION PROPERTIES.

4.22 ROOF DECK SHALL BE TYPE B, WIDE RIB.

4.23 UNLESS NOTED OTHERWISE ALL STEEL DECKING SHALL HAVE A GALVANIZED COATING CONFORMING

TO ASTM A653, G90

4.24 STEEL ROOF DECK ANCHORAGE (UNLESS NOTED OTHERWISE ON PLANS OR DETAILS):

A. ANCHOR DECK TO SUPPORTING STRUCTURE AT ALL EDGE RIBS PLUS INTERIOR RIBS AT A

MAXIMUM SPACING OF 6 INCHES USING THE FOLLOWING:

1. WHEN BASE STEEL THICKNESS IS 3/8” OR LESS, USE #12 SELF-TAPPING HEX WASHER

HEAD SCREWS BY HILTI (OR APPROVED EQUAL) OR X-EDN19 THQ12 POWDER ACTUATED

FASTENERS BY HILTI (OR APPROVED EQUAL).

2. WHEN BASE STEEL THICKNESS EXCEEDS 3/8”, IT IS THE CONTRACTOR’S OPTION TO PRE-

DRILL AND USE #12 HEX WASHER HEAD SCREWS BY HILTI (OR APPROVED EQUAL) OR TO

USE HILTI X-ENP-19 L15 POWDER ACTUATED FASTENERS (OR APPROVED EQUAL).

B. FASTEN SIDE LAPS OF ADJACENT UNITS AT A MAXIMUM SPACING OF 12 INCHES WITH #10 SELF-

TAPPING SCREWS BY HILTI (OR APPROVED EQUAL).

4.25 PROVIDE DECKING CONTINUOUS OVER 3 SPANS MINIMUM WHERE SUPPORTING STRUCTURE PERMITS.

4.26 STEEL DECKING SHALL BE ERECTED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS

5.00 MASONRY

5.01 CONCRETE MASONRY DESIGN, CONSTRUCTION AND TESTING SHALL CONFORM TO TMS 602/ACI

530.1/ASCE 6-13, SPECIFICATION FOR MASONRY STRUCTURES AND OTHER STANDARDS.

5.02 PROVIDE LIGHTWEIGHT, HOLLOW, LOAD-BEARING CONCRETE MASONRY UNITS (CMU) CONFORMING

TO ASTM C90, UNLESS NOTED OTHERWISE.

5.03 PROVIDE MASONRY CONSTRUCTION WITH MINIMUM COMPRESSIVE STRENGTH, f'm = 1700 PSI.

5.04 PROVIDE TYPE "N" MORTAR IN ACCORDANCE WITH ASTM C270 BY PROPORTION REQUIREMENTS, UNLESS NOTED OTHERWISE.

5.05 VERTICAL CELLS SHALL BE REINFORCED WITH #5 @24" O.C. MINIMUM, UNLESS NOTED OTHERWISE (U.N.O.) IN THE CONTRACT DRAWINGS. VERTICAL REINFORCING SHALL BE CONTINUOUS (LAPPED 48 BAR DIAMETERS MINIMUM AT SPLICES, U.N.O.) AND HELD IN POSITION AT THE TOP AND BOTTOM OF

THE GROUT POUR. U.N.O., POSITION VERTICAL REINFORCING IN THE CENTER OF THE CELL.

5.06 PROVIDE GROUT FOR REINFORCED MASONRY IN ACCORDANCE WITH ASTM C476. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI UNLESS NOTED OTHERWISE. GROUT SHALL

BE FLUID CONSISTENCY. FLUID CONSISTENCY SHALL MEAN THAT CONSISTENCY AS FLUID AS

POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. FILL ALL CELLS BELOW GRADE WITH GROUT. ALL GROUT SHALL BE CONSOLIDATED AT THE TIME OF POURING BY VIBRATING AND THEN RECONSOLIDATED BY AGAIN PUDDLING LATER, BEFORE PLASTICITY IS LOST.

WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, CONSTRUCTION JOINTS SHALL BE

FORMED BY STOPPING THE POUR OF THE GROUT 1-1/2 INCHES BELOW THE TOP OF THE UPPERMOST

UNIT.

5.07 PROVIDE HORIZONTAL JOINT REINFORCEMENT COMPLYING WITH ASTM A82, NO. 9 GAUGE OR

HEAVIER, ZINC COATED, PLACED 16 INCHES ON CENTER UNLESS NOTED OTHERWISE.

5.08 PROVIDE RUNNING BONDS WITH VERTICAL JOINTS LOCATED AT CENTER OF MASONRY UNITS IN THE

ALTERNATE COURSE BELOW, UNLESS NOTED OTHERWISE.

5.09 ALL MASONRY UNITS SHALL BE FREE OF EXCESSIVE DUST AND DIRT AT THE TIME THEY ARE LAYED BY

THE MASON.

5.10 ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS IN ALL REINFORCED MASONRY WALLS SHALL BE FULLY BEDDED IN MORTAR. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A DISTANCE IN FROM EACH FACE OF THE UNIT NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS, BOND SHALL BE PROVIDED BY LAPPING UNITS IN

SUCCESSIVE VERTICAL COURSES.

5.11 PROVIDE VERTICAL CONTROL JOINTS BETWEEN REINFORCED MASONRY WALLS AND MASONRY

PARTITION WALLS, AND AT A MINIMUM OF 20’-0” O.C.

5.12 SAMPLE AND TEST MASONRY MATERIAL IN ACCORDANCE WITH TMS 602-16, TABLE 3, QUALITY

ASSURANCE LEVEL 2.

5.13 INSPECT MASONRY CONSTRUCTION IN ACCORDANCE WITH TMS 602-16, TABLE 4, QUALITY ASSURANCE

LEVEL 2 .

6.00 POST-INSTALLED ANCHORS

6.01 EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES AS PROVIDED BY HILTI, INC. CONTACT HILTI AT (800) 879-8000 FOR

PRODUCT RELATED QUESTIONS.

a) ANCHORAGE TO CONCRETE

i) ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:

(1) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HIT-Z ROD PER ICC ESR-3187.

(2) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT SYSTEM WITH

HAS-E THREADED ROD PER ICC ESR-3187.

(3) HILTI HIT-RE 500-V3 EPOXY ADHESIVE ANCHORING SYSTEM WITH HAS-E

THREADED ROD PER ICC ESR-2322 FOR SLOW CURE APPLICATIONS

ii) MEDIUM DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:

(1) HILTI KWIK HUS-EZ AND KWIK HUS EZ-I SCREW ANCHORS PER ICC ESR-3027

(2) HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-1917

(3) HILTI KWIK BOLT 3 EXPANSION ANCHORS (UNCRACKED CONCRETE ONLY) PER

ICC ESR-2302

iii) HEAVY DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:

(1) HILTI HDA UNDERCUT ANCHORS PER ICC ESR 1546

(2) HILTI HSL-3 EXPANSION ANCHORS PER ICC ESR 1545

b) REBAR DOWELING INTO CONCRETE

i) ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:

(1) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT SYSTEM WITH

CONTINUOUSLY DEFORMED REBAR PER ICC ESR-3187.

(2) HILTI HIT-RE 500-V3 EPOXY ADHESIVE ANCHORING SYSTEM WITH CONTINUOUSLY

DEFORMED REBAR PER ICC ESR-2322.

c) ANCHORAGE TO SOLID GROUTED MASONRY

i) ADHESIVE ANCHORS USE:

(1) HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM (ICC PENDING).

(2) STEEL ANCHOR ELEMENT SHALL BE HILTI HAS-E CONTINUOUSLY THREADED ROD

OR CONTINUOUSLY DEFORMED STEEL REBAR

ii) MECHANICAL ANCHORS USE:

(1) HILTI KWIK HUS-EZ SCREW ANCHOR PER ICC ESR-3056

(2) HILTI KWIK BOLT-3 EXPANSION ANCHORS PER ICC ESR-1385

d) ANCHORAGE TO HOLLOW / MULTI-WYTHE MASONRY

i) ADHESIVE ANCHORS USE:

(1) HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM PER ICC ESR-3342.

(2) STEEL ANCHOR ELEMENT SHALL BE HILTI HAS-E CONTINUOUSLY THREADED ROD

OR CONTINUOUSLY DEFORMED STEEL REBAR

(3) THE APPROPRIATE SIZE SCREEN TUBE SHALL BE USED PER ADHESIVE

MANUFACTURER’S RECOMMENDATION

6.02 ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION

REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL

ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS

DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC

ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD

RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION

INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE

TEMPERATURE AND INSTALLATION TEMPERATURE.

6.03 INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR

PACKAGING AND IN STRICT ACCORDANCE WITH THE CURRENT ICC ESR.

6.04 THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE

ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE

STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE

CONTRACTOR’S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT

OF INSTALLING ANCHORS.

6.05 ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF

ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH…