SF-00011-19 SOTF RTA DRAWING SET (LOCKED).pdf

US ARMY CORPS

OF ENGINEERS

WILMINGTON DISTRICT

FORT BRAGG, NORTH CAROLINA

SOTF GENERAL PURPOSE STORAGE BUILDING

CONTRACT NO.: W912PM20D0003

TASK ORDER NO.: W912PM21F0019

ISSUE DATE: AUGUST 2021

INDEX OF DRAWINGS

SHEET # SHEET TITLE

G-001 COVER SHEET AND INDEX

VICINITY MAP

NO SCALE

C O

V E

R

S

H E

E T

A

N D

I

D E

X

G-001

M

P

E L

U C

I O

M

P

E L

U C

I O

J

P

A Q

U I N

G-002

GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

G-003

A-101 FIRST FLOOR PLAN

A-601

M-101 MECHANICAL - NEW WORK FLOOR PLAN

M-601

E-001 GENERAL NOTES AND LEGEND

EG101 GROUNDING AND LIGHTNING PROTECTION PLAN LAYOUT

EG501 LIGHTNING PROTECTION DETAILS

EL101 LIGHTING PLAN LAYOUT

ES101

POWER PLAN LAYOUT

TY101

ELECTRICAL SITE PLAN

MECHANICAL DETAILS AND SCHEDULES

DOOR SCHEDULE AND DETAILS

A-102 ROOF PLAN

A-103 REFLECTED CEILING PLAN

VICINITY MAPS & HAUL ROUTES

C-001 CIVIL NOTES AND LEGENDS

C-101 CIVIL SITE PLAN

C-102

C-103

C-501

C-502

EROSION CONTROL PLAN

CIVIL DETAILS

CIVIL DETAILS

ELECTRICAL SECURITY LAYOUT

EP101

A-201 ELEVATIONS

A-301 BUILDING AND WALL SECTIONS

GRADING AND DRAINAGE PLAN

B-101 GEOTECHNICAL - SOIL BORINGS PLAN

S-001 STRUCTURAL GENERAL NOTES

S-002 SPECIAL INSPECTIONS

SB101 FOUNDATION PLAN AND DETAILS

S O

L I C

I T

A T

I O

N

N

O

F I L

M

E

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N

B

Y

M A

R K

SHEET ID

US ARMY CORPS

OF ENGINEERS

I S

S U

E

D

A T

E

S I Z

E

S U

B M

I T

T E

D

B

Y

D E

S C

R I P

T I O

N D

A T

E

C O

N T

R A

C

A N

S I

D

W P

M D

A U

G U

W P

M B

C A

T E

G O

R Y

D

E

U S

A

R M

Y

C

O R

P

F

E

N G

I N

E E

R S

W I L M

I N

G T

S

T R

I C

T

D

A R

L I N

G T

V E

W I L M

I N

G T

O N

N

C

R E

A D

Y

T

O

A

D V

E R

T I S

E

F O

B

A

G G

N

O R

H

R

O L I N

A

S O

G

N

E R

A L

P

U R

P O

O

R A

U I L D

I N

G

J

P

A Q

U I N

A T

R I A

X

Z

A P

A T

A

J O

I N

T

V

E N

T U

R E

R

D

A

V E

N U

E

N

E

H I C

K O

R Y

N

O R

R

O L I N

A

A

6 7 8 9 10

B

C

D

E

F

G

G D

G N

C U I

C U I

SOTF COMPOUND

C-100 CIVIL SITE DEMO PLAN

PROJECT NO. SF-00011-19

G-004 APPENDIX B

F-001 FIRE PROTECTION DESIGN ANALYSIS

TRUE

NORTH

C-503 CIVIL DETAILS

BUILDING LOCATION

F-101 LIFE SAFETY PLAN

C-504

C-505

CIVIL DETAILS

SOD SPECIFICATIONS

C-400 STORM DRAINAGE PROFILES

A-510 WALL DETAILS

A-010 AIR BARRIER PLAN AND ELEVATIONS

FEC

FIRE PROTECTION ENGINEERING

Foster Engineering & Consulting, LLC

B-102 GEOTECHNICAL - SOIL BORINGS LOG

V-101 EXISTING CONDITIONS

A-501 PARTITION TYPES AND MISCELLANEOUS DETAILS

Controlled by: SOTF

Controlled by: USACE SAW

CUI Category: CONTRACT

Distribution Statement D

POC: USACE FOIA (foia-saw@usace.army.mil)

BASIC DESIGN DATA

GOVERNING CODES ARE INTERNATIONAL BUILDING CODE 2018 EDITION, NFPA 101

2018, AND UFC 3-301-01. ALL DESIGNS PERFORMED AND WORK EXECUTED SHALL BE

IN ACCORDANCE WITH THE LATEST ADOPTED VERSIONS OF THE ABA, IBC, UFC,

FORT BRAGG DESIGN GUIDELINES & NFPA.

PROJECT SUMMARY

THE PROJECT CONSISTS OF A DESIGN-BID-BUILD A PRE-ENGINEERED METAL BUILDING (PEMB) GENERAL PURPOSE

STORAGE BUILDING WITHIN THE SECURITY OPERATIONS TRAINING FACILITY (SOTF) SECURE AREA AT FORT BRAGG, NORTH CAROLINA. THE BUILDING SHALL BE 25' BY 150', 3,750 SF AND HAVE 5 OVERHEAD DOOR BAYS, 3 PERSONNEL

DOORS AND STORE PALLETS OF SMALL CALIBER AMMUNITION BOXES DELIVERED BY TRACTOR TRAILER TRUCK, UNLOADED, AND STORED IN THE BUILDING UNTIL DISTRIBUTED TO OTHER BUILDINGS ON THE BASE. THE PEMB SHALL BE

METAL SIDING WITH INSULATED PANEL WALLS UP TO 8' HIGH, MONO SLOPE STANDING SEAM METAL ROOF, OPEN FLOOR

PLAN WITH SEALED CONCRETE FLOOR. THE BUILDING SHALL BE INSULATED AND HAVE EXHAUST FANS IN THE SIDE WALLS

OF THE BUILDING. THERE WILL BE A TELECOM ROOM 8' X 10' WITH ANTI-STATIC FLOORING FOR THE SECURITY SYSTEM.

PROJECT INCLUDES ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, TELECOM, AND SECURITY DESIGN DISCIPLINES.

SITE WORK TO DETERMINE BUILDING FOOTPRINT, AND ACCESS TO EXISTING UTILITY AND COMMUNICATION RUNS. NEW

SITE WORK FOR THE NEW BUILDING WILL INCLUDE GRADING FOR THE PAD. ADJACENT AREAS SHALL BE GRADED TO

PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. ALL DISTURBED AREAS, NOT RECEIVING HARDSCAPE, SHALL BE

SODDED AND STABILIZED. AT-FP REQUIREMENTS ARE NOT NEEDED FOR THIS BUILDING SINCE IT IS IN A SECURE AREA.

THE FOOTPRINT OF THE PROPOSED BUILDING AND ASSOCIATED IMPERVIOUS AREA IMPROVEMENTS DO NOT EXCEED THE

5,000-SF THRESHOLD FOR THE APPLICABILITY IN UFC 3-210-10, LOW IMPACT DEVELOPMENT.

THE SITE PLAN IS IN COMPLIANCE WITH DESR 6055.09 AS FOLLOWS:

NOTE 1. SECTION V1.E5.3.6. STORAGE OF, AND OPERATIONS INVOLVING, LIMITED QUANTITIES OF HD 1.2.2, HD 1.3, OR HD

1.4 FOR REASONS OF OPERATIONAL NECESSITY, AS PERMITTED BY PARAGRAPH V3.E3.2.11., FOOTNOTE A OF TABLE

V3.E3.T14., AND FOOTNOTE G OF TABLE V3.E3.T15.

NOTE 2: AN "AE" FACILITY IS AMMUNITION AND EXPLOSIVES. THIS BUILDING IS STORING BULK PALLETS OF HD 1.4 AMMO

ONLY, AND NO EXPLOSIVES, AND IS THEREFORE BY DEFINITION NOT AN AE FACILITY AND NOT A MAGAZINE. REFERENCE

DESR 6055-09, TABLE V3.E3.T15 FOR HD 1.4 AMMO.

TY601 SECURITY DIAGRAMS

C-506 SEEDING SPECIFICATIONS

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE

AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR

IMPLIED THEREFROM.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY STANDARDS AND MANUFACTURER'S PUBLISHED INSTRUCTIONS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS

WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE

ARCHITECT/ENGINEER'S ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.

6. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND EXISTING CONDITIONS SHOWN ON THESE DRAWINGS. THE CONTRACTOR

SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

7. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN

WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

8. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, SHALL BE APPLIED.

9. DIMENSIONS SHOWN ARE TO FACE OR COLUMN LINES OF PEMB STRUCTURE OR TO OTHER BUILDING ELEMENTS (U.O.N.).

10. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY

BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION.

11. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES.

12. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON INDIVIDUAL SHEETS SHALL BE APPLIED TO

RELATED DRAWINGS AND DETAILS.

13. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL IS TO BE FINISHED UNLESS NOTED OTHERWISE IN THE DRAWINGS.

14. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE

ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.

15. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE

RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

16. THE CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER

TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY.

17. THE CONTRACTOR SHALL COORDINATE THE SCHEDULING AND PHASING OF THE WORK TO BE PERFORMED IN OR ABOUT EXISTING FACILITIES WITH THE OWNER PRIOR TO START

OF SUCH WORK. EXISTING SECURITY FENCE REMOVAL MUST BE SCHEDULED WELL IN ADVANCE AND APPROVED BY SOTF PRIOR TO REMOVAL OR CUTTING OF FENCE OR

ELECTRIC SECURITY WIRING.

18. ALL SIGNAGE TO BE APPROVED BY THE OWNER PRIOR TO ORDERING MATERIALS.

19. ALL DESIGNS PERFORMED IN ACCORDANCE WITH 2018 IBC. ALL DESIGNS PERFORMED AND WORK EXECUTED SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED VERSIONS

OF THE ABA, IBC, UFC, FORT BRAGG DESIGN GUIDELINES & NFPA.

20. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION.

21. COORDINATE WITH DPW PERSONNEL REGARDING EXISTING UTILITIES ON-SITE THAT ARE TO REMAIN INTACT. ADDITIONALLY, COORDINATE WITH DPW REGARDING

INTERRUPTIONS OF UTILITY SERVICE AND PROVIDE 14 DAY NOTICE AND APPROVAL FROM DPW AND SOTF PERSONNEL PRIOR TO ANY SCHEDULED SERVICE OUTAGES TO

COMPLETE THE REQUIRED WORK.

22. ELECTRICAL POWER SERVICE TO BE PROVIDED BY SANDHILLS UTILITY SERVICE (SUS).

23. NO WATER AND NO SEWER SERVICE TO BE PROVIDED FOR THIS PROJECT.

24. DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH FORT BRAGG, STATE, AND LOCAL REQUIREMENTS. DISPOSE OF HAZARDOUS WASTES IN A MANNER CONSISTENT

WITH APPLICABLE REQUIREMENTS.

25. THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE ARCHITECTURAL SHEETS. THE LIMITS OF CONSTRUCTION AS SHOWN SHALL NOT BE ADJUSTED WITHOUT PRIOR APPROVAL

FROM THE CONTRACTING OFFICER AND FORT BRAGG DPW PERSONNEL.

26. TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE INSTALLATION OF UTILITIES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

27. CONTRACTOR TO COORDINATE WITH DPW AND SOTF FOR TYPICAL WORK HOURS THAT ARE 0730 - 1600 EACH DAY.

28. PROJECT SHALL COMPLY WITH ALL THE LATEST ADOPTED CODES, REGULATIONS, CATEGORY CODES AND DESIGN CODES (UFC, ABA, IBC, NFPA, FORT BRAGG DESIGN

GUIDELINES, ETC)

GENERAL NOTES STANDARD ABBREVIATIONS

A

A.C.

AIR CONDITIONED

A.D.

AREA DRAIN

A.F.F.

ABOVE FINISH FLOOR

A.H.U.

AIR HANDLING UNIT

ALT.

ALTERNATE

ALUM.

ALUMINUM

AMP.,A

AMPERES

A.O. ACCESS OPENING

APPROX.

APPROXIMATELY

ARCH. ARCHITECTURAL

A.T.C. ACOUSTICAL TILE CEILING

A.B. ANCHOR BOLT

BAL. BALANCE

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BM. BEAM

BOT. BOTTOM

BRG. BEARING

B.T.U.H. BRITISH THERMO UNIT/HR.

CAB. CABINET

CAP. CAPACITY

C/B CIRCUIT BREAKER

C.D. CEILING DIFFUSER

CEM. CEMENT

CER. CERAMIC

C.F.M. CUBIC FEET/MINUTE

CIRC. CIRCULATING

C.J. CONTROL JOINT

CK'D CHECKERED

CKT. CIRCUIT

C.L. CENTER LINE

CEIL.,CLG. CEILING

CLOS. CLOSET

C.M.U. CONCRETE MASONRY UNIT

C.O. CLEAN OUT

COL. COLUMN

CONC. CONCRETE

COND.

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONT'R. CONTRACTOR

CONTR. JT. CONTRACTION JOINT

C.T. CERAMIC TILE

C.T.B. CERAMIC TILE BASE

C. TO C. CENTER TO CENTER

CU. FT.,CF. CUBIC FEET

DET. DETAIL

DIA. DIAMETER

DIFF. DIFFUSER

DIM. DIMENSION

DISC. DISCONNECT

DN. DOWN

DR. DOOR

D.S. DOWNSPOUT

DWG. (S) DRAWING (S)

DSB DOUBLE STRENGTH "B" GLASS

EA. EACH

E.C. EMPTY CONDUIT

E.F. EXHAUST FAN

EL., ELEV. ELEVATION

ELEC. ELECTRIC

EQUIP. EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

EXH. EXHAUST

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR

EXIST. EXISTING

F.A. FIRE ALARM

F.C. FLEXIBLE CONNECTION

F.D. FLOOR DRAIN

F.E.C. FIRE EXTINGUISHER CABINET

FIN. FINISH

FL. FLOOR

FT. FOOT - FEET

FTG. FOOTING

FDN.

FOUNDATION

GA. GAGE

GAL. GALLON

GALV. GALVANIZED

G.F.E. GOVERNMENT FURNISHED EQUIPMENT

GL. GLASS

GND. GROUND

GOV'T GOVERNMENT

G.P.H. GALLONS/HOUR

G.P.M. GALLONS/MINUTE

GR.

GRILLE

G.W.B. GYPSUM WALL BOARD

GYP. GYPSUM

H. HIGH

H.B. HOSE BIBB

H.C. HOLLOW CORE

HT. HEIGHT

H.M. HOLLOW METAL

H.P. HORSE POWER

HR.

HOUR

HTG. HEATING

HTR. HEATER

HVAC HEATING, VENTILATION &

HW., HDWE. HARDWARE

HYD. HYDRANT

HORIZ. HORIZONTAL

I.D. INSIDE DIAMETER

I.E. INVERT

IN. INCHES

INCAND. INCANDESCENT

INSUL. INSULATION

INT. INTERIOR

J.B. JUNCTION BOX

JCT. JUNCTION

JT. JOINT

KVA KILOVOLT AMPERE

KW. KILOWATT

LB. POUND

LG. LONG

L.P. LIGHTING PANEL

LTG. LIGHTING

LAV. LAVATORY

M. MOTOR

MAINTENANCEMAINT.

MAX. MAXIMUM

M.D.P. MAIN DISTRIBUTION PANEL

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.T. METAL THRESHOLD

MTD. MOUNTED

MTG.

MOUNTING

M.V. MECHANICAL VENTILATION

N.A. NOT APPLICABLE

N.I.C. NOT IN CONTRACT

NO., # NUMBER

O.A. OUTDOOR AIR

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.H. OVERHEAD

OL. OVERLOAD

OPNG. OPENING

OPP. OPPOSITE

O.S.D. OPEN SIGHT DRAIN

P. PAPER

PART'N. PARTITION

PER. PERIMETER

PL. PLATE

PLBG. PLUMBING

PLYD. PLYWOOD

PNL. PANEL

PRESS. PRESSURE

PSF POUNDS / SQUARE FOOT

PSI POUNDS / SQUARE INCH

PSIG POUNDS / SQUARE INCH GAGE

PT. POINT

PTD. PAINTED

P.T.D. PAPER TOWEL DISPENSER

QTR. QUARTER

QUAN. QUANTITY

R. RISER

R.A. RETURN AIR

RAD. RADIUS

RD. ROUND

REC'D. RECESSED

RECIRC. RECIRCULATING

RECP. RECEPTACLE

REG. REGISTER

REINF. REINFORCING

REQ'D. REQUIRED

RET. RETURN

R.G. RETURN GRILLE

RM. ROOM

S. SUPPLY

S.A. SUPPLY AIR

SCH. SCHEDULE

SECT. SECTION

SERV. SERVICE

SHT. SHEET

S.J. SLIP JOINT

SPEC. SPECIFICATIONS

SQ. FT., SF SQUARE FEET

STL. STEEL

STOR. STORAGE

STRUC. STRUCTURAL

SUSP. SUSPENDED

SW. SWITCH

STD. STANDARD

T., TOIL. TOILET

TEL. TELEPHONE

TEMP. TEMPERATURE

THK. THICKNESS

THD. THRESHOLD

TYP. TYPICAL

T.T.D. TOILET TISSUE

T.O.S. TOP OF STEEL

T & G TONGUE & GROOVE

TR. TREAD

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U.O.N.

UNLESS OTHERWISE

V. VOLT

V.C.T. VINYL

VENT. VENTILATION

VERT. VERTICAL

VTR.

VENT THRU ROOF

W

W. WATT

W/ WITH

WD. WOOD

W.G.

WATER GAGE

WP. WEATHERPROOF

WTR. WATER

W.W.F. WELDED WIRE

W.C. WATER CLOSET

W.H. WATER HEATER

U

V

A.C.M.

ASBESTOS CONTAINING MATERIAL

R.P.M.

REVOLUTIONS / MINUTE

R.O. ROUGH OPENING

FR. FRAME

CONDENSATE

FE FIRE EXTINGUISHER

STANDARD SYMBOLS

DETAIL NUMBER

SHEET DETAIL SHOWN ON

DETAIL NUMBER

SHEET DETAIL SHOWN ON

DETAIL NUMBER

SHEET DETAIL SHOWN ON

CONCRETE

SAND

GROUT

EARTH (COMPACTED)

EARTH (UNDISTURBED)

GRAVEL

ASPHALT (NEW)

CMU (SECTION)

BRICK (SECTION)

CMU (PLAN)

STEEL

RIGID INSULATION

BATT INSULATION

BLOCKING

CMU (ELEVATION)

BRICK (ELEVATION)

STANDING SEAM METAL ROOFING

(ELEVATION)

G E

N E

R A

L

N

O T

E S

A

B B

R E

V I A

T I O

M

B O

G-002

M

P

E L

U C

I O

M

P

E L

U C

I O

J

P

A Q

U I

ALUMINUM SIDING (ELEVATION)

L I C

I T

A T

I O

N

N

O

F I

M

E

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N

B

Y

M A

R K

SHEET ID

US ARMY CORPS

OF ENGINEERS

I S

S U

E

D

A T

E

S I Z

E

S U

B M

I T

T E

D

B

Y

D E

S C

R I P

T I O

N D

A T

E

C O

N T

R A

A N

S I

D

W P

M D

A U

G U

W P

M B

C A

T E

G O

D

E

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

W I L M

I N

G T

S

T R

I C

T

D

A R

L I N

G T

E

W I L M

I N

G T

O N

N

C

R E

A D

Y

T

O

A

D V

E R

T I S

E

F O

A

G G

N

O R

R

O L I N

A

S O

N

E R

A L

P

U R

P O

O

R A

I L D

I N

G

J

P

A Q

U I N

A T

R I A

X

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A P

A T

A

J O

I N

T

V

E N

T U

R E

R

D

A

V E

N U

E

N

E

H I C

K O

R Y

N

O R

R

O L I N

A

A

6 7 8 9 10

B

C

D

E

F

G

G D

G N

C U I

C U I

ALUMINUM DOOR (ELEVATION)

DISPENSER

NOTED

COMPOSITION TILE

FABRIC

AIR CONDITIONING

1. CONTRACTOR SHALL FOLLOW SECURITY OPERATIONS TRAINING FACILITY (SOTF) SECURITY REQUIREMENTS AT ALL TIMES. REFER TO SPECIFICATION SECTION 01 00 60

FOR ADDITIONAL INFORMATION.

2. ACCESS TO “FOR OFFICIAL USE ONLY” (FOUO) INFORMATION ON SOTF PROJECTS WILL BE LIMITED TO U.S. CITIZENS WHO HAVE A VALID "NEED TO KNOW". IN THE EVENT

THAT ACCESS TO CLASSIFIED INFORMATION IS REQUIRED, AN ADDITIONAL SECURITY PROCEDURES GUIDE WILL BE FURNISHED.

3. TO GAIN ACCESS TO THE SOTF SITE AND/OR PROJECT INFORMATION, A WRITTEN, EMAIL, OR FAX REQUEST MUST BE MADE TO THE SOTF PROJECT MANAGER AT LEAST 5

BUSINESS DAYS IN ADVANCE (SEE SPECIFICATIONS FOR REQUIRED FORM). A SEPARATE REQUEST MUST BE MADE FOR EACH SITE VISIT. REFER TO SPECIFICATIONS FOR

REQUIRED INFORMATION.

4. ONCE ACCESS HAS BEEN GRANTED, NO SOTF INFORMATION OR SITE ACCESS WILL BE GIVEN TO THE INDIVIDUAL UNTIL HE OR SHE HAS SIGNED A SECURITY BRIEFING

FORM. UPON SUCCESSFUL COMPLETION, THE CONTRACTOR WILL BE GIVEN FULL ACCESS TO THE PROJECT SITE AS SHOWN ON THE PLANS, HOWEVER, PERIODS MAY BE

ENCOUNTERED WHEN NO CONTRACTOR OR SUBCONTRACTOR PERSONNEL WILL BE ALLOWED ON THE CONSTRUCTION SITE. WORK STOPPAGES DUE TO THOSE EVENTS

WILL BE HELD TO AN ABSOLUTE MINIMUM, AND THE CONTRACTOR WILL BE GIVEN AS MUCH ADVANCED NOTICE AS POSSIBLE. NOTICE OF THE WORK STOPPAGE AND

RESUMPTION WILL BE RELAYED THROUGH THE SOTF ENGINEERING TO THE COR WHO WILL COMMUNICATE THIS INFORMATION TO CONTRACTOR. THE GOVERNMENT HAS

THE RIGHT TO INSTRUCT THE CONTRACTOR TO EVACUATE THE SITE WITHOUT PRIOR NOTIFICATION AT ANY TIME AND MAY REFUSE ENTRY OF ANY OR ALL CONTRACTOR

PERSONNEL.

5. PERSONNEL ENTERING SOTF WILL BE ESCORTED BY A FACILITY MEMBER OR BY A SECURITY GUARD. USE OF ESCORTS WITHIN THE FACILITY IS DONE ROUTINELY FOR

CONTRACTED AND OTHER VISITING PERSONNEL REGARDLESS OF THEIR SECURITY CLEARANCE LEVEL.

6. THE CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION IN ACCORDANCE WITH SOTF SECURITY POLICIES AT ALL TIMES.

7. CONTRACTOR/VISITOR SHALL NOTIFY (BY EMAIL OR PHONE) THE GOVERNMENT'S CONTRACTING OFFICER'S REPRESENTATIVE (COR), PROJECT MANAGER (PM), OR

DESIGNATED QA PERSONNEL OF THEIR ANTICIPATED ARRIVAL TIME ON SOTF EACH DAY OF CONTRACT PERFORMANCE. IF THE CONTRACTOR DOES NOT ARRIVE AT SOTF

WITHIN 90 MINUTES OF THEIR SCHEDULED ARRIVAL TIME, AND DOES NOT COORDINATE DIRECTLY WITH THE COR, PM, OR QA FOR ANY SUCH LATE ARRIVAL, THE

DESIGNATED ESCORT FOR THE DAY WILL BE RELEASED FOR OTHER DUTIES AND WILL NO LONGER BE AVAILABLE TO THE CONTRACTOR ON THAT DAY. NO SUCH

INSTANCES MAY BE USED BY THE CONTRACTOR AS GOVERNMENT CAUSED DELAY AND THE GOVERNMENT WILL NOT EXTEND THE PERIOD OF PERFORMANCE.

8. ACCESS TO THE PROJECT AREA IS LIMITED TO NORMAL WORK HOURS (0730 TO 1600), MONDAY THROUGH FRIDAY, EXCLUDES FEDERAL HOLIDAYS. CONTRACTOR

PERSONNEL SHALL REPORT TO THE SOTF LAMONT ROAD VISITOR CENTER AT 0730 TO EXCHANGE VALID PICTURE IDENTIFICATION FOR A SOTF VISITOR BADGE. ALL

CONTRACTOR VEHICLES WILL BE SEARCHED EACH DAY STARTING AT 0730. ONCE THE BADGE EXCHANGE AND VEHICLE SEARCH IS COMPLETE, THE CONTRACTOR SHALL

CONVOY WITH THE ESCORT TO THE JOB SITE. THE CONTRACTOR MUST EXIT THE SOTF COMPOUND BY 1600 EACH DAY. EXCEPTIONS MAY BE APPROVED IF SCHEDULED IN

WRITING WITH THE COR A MINIMUM TWO WORK DAYS IN ADVANCE.

9. IT IS A CRIME UNDER 18 USC 795 TO PHOTOGRAPH DEFENSE INSTALLATIONS WITHOUT FIRST OBTAINING THE PERMISSION OF THE COMMANDING OFFICER OF THE

MILITARY INSTALLATION. IT IS ALSO A CRIME UNDER 18 USC 797 TO REPRODUCE, PUBLISH SELL OR GIVE AWAY ANY PHOTOGRAPH, PICTURE OR GRAPHIC

REPRESENTATION OF A DEFENSE INSTALLATION WITHOUT FIRST OBTAINING THE PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY INSTALLATION AND SOTF.

10. FT. BRAGG AND SOTF ARE DESIGNATED AS RESTRICTED AREAS. IMAGERY SURVEILLANCE, PHOTOGRAPHY AND VIDEO RECORDING ARE PROHIBITED WITHOUT THE

INSTALLATION COMMANDER'S AND SOTF CONSENT.

11. THE INTRODUCTION OF WEAPONS, AMMUNITION, EXPLOSIVES OR OTHER PROHIBITED ITEMS AND PHOTOGRAPHY OF THE FACILITIES IS PROHIBITED WITHOUT SPECIFIC

AUTHORIZATION FROM THE SOTF COMMANDER AND FT. BRAGG COMMANDER.

SECURITY POLICIES AND PROCEDURES

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GENERAL NOTES

NOT TO SCALE

FORT BRAGG BASE MAP AND HAUL ROUTES

ACCESS NOTES

NOT TO SCALE

VICINITY MAP

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PROJECT SITE - SOTF

COMPOUND

ALL AMERICAN WAY GATE

VISITORS' CENTER AND

VEHICLE REGISTRATION

(POV REGISTRATION 5AM-9PM)

STREETS

RAILROADS

INSTALLATION BOUNDARIES

LEGEND:

MAJOR ROADS

APPROVED ACCESS ROUTES

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DIRECTORATE OF PUBLIC WORKS

BUILDING 3-1631

ACCESS CONTROL POINT

- ALL TRUCKS

RANDOLPH GATE

(24 HOURS)

BUTNER GATE (M-F 5AM-9PM,

SAT-SUN 9AM-9PM

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ROAD CLOSURE

ALCON

BEGINNING AT 5 AM, MONDAY, JAN. 7, SOME OF FORT BRAGG'S ACCESS CONTROL POINTS WILL CHANGE THEIR HOURS OF

OPERATION.

THE FOLLOWING ACPS WILL SEE SIGNIFICANT CHANGES TO THEIR OPERATING HOURS:

* REILLY ROAD ACP - OPEN FROM 5AM TO 9AM TO INBOUND AND OUTBOUND TRAFFIC; OPEN FROM 3PM TO 6PM TO INBOUND

AND OUTBOUND TRAFFIC.

* KNOX STREET ACP - CLOSED TO ALL TRAFFIC.

* KNOX STREET TRUCK PLAZA - OPEN TO COMMERCIAL VEHICLES ONLY FROM 5AM TO 9PM WEEKDAYS AND 5AM TO 1PM ON

WEEKENDS.

* KNOX STREET EAST / MMD - OPEN FROM 5AM TO 9AM TO INBOUND AND OUTBOUND TRAFFIC; OPEN FROM 3PM TO 6PM TO

OUTBOUND TRAFFIC ONLY.

* BUTNER ROAD ACP - OPEN FROM 5AM TO 9AM TO INBOUND AND OUTBOUND TRAFFIC; OPEN FROM 3PM TO 6PM TO

OUTBOUND TRAFFIC ONLY.

* MANCHESTER ROAD ACP - OPEN FROM 5AM TO 9AM TO INBOUND AND OUTBOUND TRAFFIC; OPEN FROM 3PM TO 6PM TO

OUTBOUND TRAFFIC ONLY.

* RANDOLPH ROAD ACP - WILL CHANGE TO 24-HOUR OPERATIONS.

LONGSTREET ROAD, CHICKEN ROAD, YADKIN ROAD, ALL AMERICAN FREEWAY, HONEYCUTT ROAD, RANDOLPH ROAD, AND

SIMMONS ARMY AIRFIELD ACCESS CONTROL POINTS WILL BE OPEN 24 HOURS.

THOMAS D. MCCOLLUM

PUBLIC AFFAIRS OFFICER

USAG FORT BRAGG

PHONE: 910 396-2122 (DSN: 236)

CELL: 910 849-6813 CELL

LEARN MORE AT:

WWW.BRAGG.ARMY.MIL<BLOCKEDHTTP://WWW.BRAGG.ARMY.MIL>

SOLID WASTE AND RECYCLING REQUIREMENTS

THE FORT BRAGG LAMONT CONSTRUCTION AND DEMOLITION (C&D) LANDFILL IS CLOSED AND WILL NOT BE ACCEPTING ANY C&D

WASTE AND ASBESTOS WASTE.

THE MUNICIPAL SOLID WASTE (MSW) TRANSFER STATION AT THE LAMONT LANDFILL FACILITY IS CLOSED AND WILL NOT ACCEPT

MSW AT THE FACILITY.

ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR SUB TITLE "D" LANDFILL OFF FORT BRAGG FOR THE DISPOSAL OF C&D

WASTE, ASBESTOS WASTE AND MSW.

THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL WASTE DISPOSED (C&D AND MSW) AND ALL MATERIALS RECYCLED

OFF FORT BRAGG. THE DEPARTMENT OF THE ARMY (DA) AND THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY

(NC DEQ) REQUIRES MONTHLY AND ANNUAL REPORTING OF ALL MATERIALS (WASTE AND RECYCLABLES) MANAGED BY FORT

BRAGG. THE FORT BRAGG ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING OFFICE IS RESPONSIBLE FOR

COMPILING DATA INTO MONTHLY DIRECTORATE REPORTS TO BE CONSOLIDATED INTO REPORTS FOR THE DA AND THE NC DEQ. A

PROVIDED FORM FROM THE SOLID WASTE/RECYCLING OFFICE OR A CONTRACTOR FORM SHALL BE FILLED OUT WITH THE TYPE

OF WASTE OR RECYCLED MATERIAL, THE WEIGHT OF THE WASTE/MATERIAL (TONS OR POUNDS) AND THE CERTIFIED FACILITY

THE WASTE OR RECYCLABLES WERE DELIVERED. THIS INFORMATION IS REQUIRED TO BE SENT TO THE FORT BRAGG SOLID

WASTE/RECYCLING OFFICE BY THE SECOND FRIDAY OF EACH MONTH. CONTACT YOUR GOVERNMENT REPRESENTATIVE FOR

DETAILS.

THE LAMONT LANDFILL FACILITY RECYCLING AREA WILL ACCEPT RECYCLABLE ITEMS:

1) CONCRETE, BRICK, BLOCK AND ASPHALT

-SHALL BE TESTED AND FREE OF ASBESTOS AND LEAD BASED PAINT TO BE RECYCLED

-SHALL BE NO LARGER THAN 2' BY 2' PIECES OR EQUIVALENT

-SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD

-SHALL HAVE NO REBAR PROTRUDING OUT OF THE CONCRETE

2) TREES, LIMBS AND STUMPS

-SHALL BE CUT TO 6 FEET OR LESS IN LENGTH

-IF THE TREE HAS A LARGE DIAMETER (EXAMPLE 3 FEET DIA.) IT SHALL BE CUT TO LENGTHS OF 3 FEET OR LESS

-SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD OR IN STUMP ROOTS

-WILL ACCEPT GROUND WOOD CHIPS

-NO TRASH IN LOAD

3) PALLETS

-SERVICEABLE AND NON-SERVICEABLE PALLETS

4) SCRAP STEEL

-NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

-NO ITEMS WITH LIQUIDS IN THEM

5) SCRAP ALUMINUM

-NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

-NO ITEMS WITH LIQUIDS IN THEM

6) CARDBOARD TO BE RECYCLED

-A 40 YARD DUMPSTER IS AVAILABLE FOR CARDBOARD

-ALSO CARDBOARD CAN BE TAKEN TO THE FORT BRAGG RECYCLING CENTER AT BLDG 3-1240, BUTNER AND

REILLY ROAD

-SHALL BE CLEAN OF TRASH, PLASTICS, STYROFOAM, WOOD, METAL, ETC.

CONTACT YOUR GOVERNMENT REPRESENTATIVE OR THE SOLID WASTE/RECYCLING PROGRAM AT 977-2502, 396-3372, OR 432-6412

FOR ADDITIONAL GUIDANCE.

STATE LAW AND FORT BRAGG REGULATIONS REQUIRES COVERING OF LOADS OF WASTE OR RECYCLABLES TO PREVENT LITTER.

ALL WASTE OR RECYCLABLE MATERIAL LOADS ARE SUBJECT TO BE INSPECTED OF THEIR CONTENTS WHILE BEING PRESENT ON

FORT BRAGG.

NOTE: ALL RECYCLABLE MATERIALS GENERATED FROM A CONSTRUCTION OR DEMOLITION JOB IS PROPERTY OF THE

GOVERNMENT UNLESS THE CONTRACT SPECIFIES THAT THE CONTRACT CAN OBTAIN THE MATERIALS. ITEMS SUCH AS HVAC

UNITES (FREON REMOVED), AIR HANDLERS, PIPING, METAL BEAMS, MOTORS, VALVES, COPPER WIRE, ETC. THESE TYPES OF ITEMS

SHALL BE TRANSPORTED TO THE DPW RECYCLING CENTER (BUTNER AND REILLY ROAD) OR THE RECYCLING CENTER AT THE

LAMONT LANDFILL FACILITY.

ASHEBORO

BISCOE

ROCKINGHAM

LAURINBURG

DARLINGTON

LUMBERTON

WHITEVILLE

ELIZABETHTOWN

WALLACE

CLINTON

MT. OLIVE

GOLDSBORO

SMITHFIELD

DUNN

SANFORD

FAYETTEVILLE

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OF ENGINEERS

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SPECIAL APPROVALS

EXIT WIDTH

EXIT REQUIREMENTS

NUMBER AND ARRANGEMENT OF EXITS

FIRE PROTECTION REQUIREMENTS

ALLOWABLE HEIGHT

Mixed Occupancy:

Primary Occupancy:

ALLOWABLE AREA

Gross Building Area (sq. ft.):

Building Height:

Mezzanine:

Fire District:

Standpipes:

Sprinklers:

Construction Type:

BUILDING DATA

Code Edition:

LEAD DESIGN PROFESSIONAL:

High Rise:

Special Approval: (Local Jurisdiction, Department of Insurance, ICC, etc., describe below)

The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section 7.3.1.1.2)

Minimum width of exit passageway (Section 7.2.6.4.2)

Minimum stairway width: (occupant count >50): 44-in (Section 7.2.2.2.1.2); min. exit access width: 44-in

(Section 39.2.3.2); min. door width: 32-in (Section 7.2.1.2.3.2)

See Table 7.3.1.2 to determine whether net or gross area is applicable. See definition "Area, Gross" and

"Area, Net" (Section 3.3.21).

2,3,4,5

ACTUAL WIDTH

SHOWN ON

PLANS

REQ'D WIDTH

(7.2.2.2.1.2)

(a / b) x c

LEVELSTAIRLEVELSTAIR

AREA PER

OCCUPANT

(Table 7.3.1.2)

AREA

sq. ft.

LEVELSTAIR

EGRESS WIDTH

PER OCCUPANT

(7.3)

(a) (b) (c) EXIT WIDTH (in)

USE GROUP

OR SPACE

DESCRIPTION

1,3

Single Exits (38.2.4.4)

Corridor Dead Ends (38.2.5.2.1)

MINIMUM NUMBER

OF EXITS

REQ'D

(38.2.4)

FLOOR, ROOM OR

SPACE DESIGNATION

TRAVEL DISTANCE

ALLOWABLE

TRAVEL DISTANCE

(38.2.6)

SHOWN

ON

PLANS

ACTUAL

TRAVEL

DISTANCE

SHOWN

ON PLANS

ACTUAL

DISTANCE

SHOWN ON

PLANS

REQUIRED

DISTANCE

BETWEEN

EXIT

DOORS

ARRANGEMENT MEANS

OF EGRESS (38.2.5)

Interior

South

West

East

North

Exterior

Bearing Walls

Structural Frame, including columns, girders, trusses

DESIGN #

FOR

RATED

JOINTS

DESIGN #

FOR

RATED

ASSEMBLY

DESIGN #

FOR

RATED

PENETRATION

DETAIL #

AND

SHEET #

REQ'D PROVIDED

(W/ *

REDUCTION)

RATINGBUILDING ELEMENT

(per IBC 2012

Tables 601& 602)

FIRE

SEPARATION

DISTANCE

(FEET)

Life Safety Plan Sheet #, if provided

Type

Feet=H+20'=

Type

StoriesStories+1=

Feet

StoriesBuilding Height in Stories

Building Height in Feet

Type of Construction

SHOWN

ON PLANS

CODE

REFERENCE

ALLOWABLE

(TABLE 503)

INCREASE FOR

SPRINKLERS

S

S b.

a.

e.

d.

c.

b.

a.

control towers must comply with 412.1.2.

The maximum area of parking garages must comply with Table 406.3.5. The maximum area of air traffic

Maximum Building Area = total number of stories in the building X E (506.4)

Unlimited area applicable under conditions of Section 507.

Single story building I = 300 percent

Multi-story building I = 200 percent

The sprinkler increase per Section 506.3 is as follows:

Percent of frontage increase I = 100[F/P - 0.25] x W/30 = (%)

W = Minimum width of public way = (W)

Ratio (F/P) = (F/P)

Total Building Perimeter = (P)

Perimeter which fronts a public way or open space having 20 feet minimum width = (F)

Frontage area increases from Section 506.2 are computed thus:

STORY

NO.

DESCRIPTION

AND USE

BLDG. AREA

PER STORY

(ACTUAL)

(A)

TABLE 506

AREA

(B)

AREA FOR

FRONTAGE

INCREASE

(C)

MAXIMUM

BUILDING

AREA

(F)

ALLOWABLE

AREA OR

UNLIMITED

(E)

AREA FOR

SPRINKLER

INCREASE

(D)

< 1.00

< 1

Actual Area of Occupancy B

Allowable Area of Occupancy BAllowable Area of Occupancy A

Actual Area of Occupancy A floor area of each use divided by the allowable floor area for each use shall not exceed 1.

For each story, the area of the occupancy shall be such that the sum of the ratios of the actual

Separated Mixed Occupancy (508.4) construction, so determined, shall apply to the entire building. SEE NFPA 101 6.1.14.1.3 INCIDENTAL

EXCEPTION

limitations for each of the applicable occupancies to the entire building. The most restrictive type of

The required type of construction for the building shall be determined by applying the height and area

Non-Separated Mixed Occupancy (508.3)

Exception:Separation:YesNo

Repair GarageUtility and Miscellaneous OpenParking Garage Enclosed

S-2 Low High-piledStorage S-1 Moderate

R-4R-1 Hotels R-2 Condos R-3Mercantile Residential

41 2 3I-3 Use Condition

I-1Institutional I-4 DaycareI-3 JailsI-2 Hospitals

F-2 Low

H-5 HPMH-2 Deflagrate H-3 Combust H-4 HealthHazardous

Business

A-5

H-1 Detonate

F-1 ModerateFactoryEducation

A-4A-3A-2A-1Assembly

TOTAL

1st Floor

NEWEXISTINGFLOOR

Unlimited perNumber of StoriesFeet

YesNo

No Yes (Primary)

DryWetIIIIIClass: IYesNo

NFPA 13D-02NFPA 13R-02NFPA 13-10YesNo

Types:

YesNoMixed Construction:

I-B II-B III-B V-B

V-AIVIII-AII-AI-A

2018 International Building Code (IBC)

E-MAILPHONE #LICENSE #NAMEFIRM

Structural

Sprinkler-Standpipe

Mechanical

Plumbing

Fire Alarm

Electrical

Civil

Architectural

DESIGNER

Phone #

CountyCity

StatePrivateCity/County

Code Enforcement Jurisdiction:

Owned By:

Owner or Authorized Agent:

Proposed Use:

Address:

Name of Project:

Feet

RENO/ UPFIT

YesNo

See Section 7.3.1.5 for converging exits.

NFPA 14-00

USACE

STORAGE BUILDING

SOTF COMPOUND, LAMONT ROAD, FORT BRAGG, NC

SOTF GENERAL PURPOSE STORAGE BUILDING

ATRIAX GROUP

> 30'

> 30'

N/A

1N/A

N/A

IIBIIB

504.4

504.3

606.2

N/A

403.3.1.3115'-0"

3,750

15'-0"

Marcy Pelucio AIA mpelucio@zapatainc.com f

Jeffrey D Sperling A-2002-021727 828-315-9962

TOTAL

N/A N/A

N/A N/A N/A

N/A

N/A N/A N/A

Federal

Email

. State

PROJECT SUMMARY

Building Description:

New 1 Story PEMB Building with 5 overhead doors and 3 personnel doors

Scope of Work Details:

Code Compliance Issues:

Alternative Means of Compliance Request:

Date of Preliminary Review:

RTAP (Revisions to Approved Plans)

Industrial Equipment with Declaration Document Attached

2021 NFPA 101 Life Safety Code

UFC 1-200-01, 8.16.10, Change #1- 10.01.20 DoD Building Code General Building Requirements

UFC 3-600-01, 9.26.06, Change #6 - 05.06.21 Fire Protection Engineering for Facilities

New Construction:

Shell Building

Upfit (First Time Interior Completion)Addition

Existing Building:

Renovated (date): . Current Use(s) (Ch. 3): .

Architectural Barriers Act - 1968 (ABA) Accessibility Standard for Dept. of Defense

Facilities, 2015

ESFR

.Zip Code:

Constructed (date):

Original Use(s) (Ch. 3): --

Proposed Use(s) (Ch. 3): --

Reconstruction Alteration RenovationRepair

Partial

Flood Hazard Area: No Yes

Secondary Occupancies:

Repair GarageUtility and Miscellaneous OpenParking Garage Enclosed

S-2 Low High-piledStorage S-1 Moderate

R-4R-1 Hotels R-2 Condos R-3Mercantile Residential

41 2 3I-3 Use Condition

I-1Institutional I-4 DaycareI-3 JailsI-2 Hospitals

F-2 Low

H-5 HPMH-2 Deflagrate H-3 Combust H-4 HealthHazardous

Business

A-5

H-1 Detonate

F-1 ModerateFactoryEducation

A-4A-3A-2A-1Assembly

Incidental Uses (NFPA 6.1.14.1.3): .

Special Uses:

407406405404**403402 408 409 410 411 412

419418417416415414 420 421 422 423413

Special Provisions: 509.6509.5509.4509.3509.2 509.7 509.8 509.9

Incidental Use Separation (508.2.5) (NFPA 101:T28.3.2.2.2)

This separation is not exempt as a Non-Separated Use (see exceptions).

N/AN/A

(per IBC 2018, UON)

(per IBC 2018, UON)

(per IBC 2018, UON) e.

c.

b.

a.

Allowable Area A = {9,000 + [9,000 x .5 ] + [9,000 x 0]} = 13,500

I = Percent Sprinkler Increase

I = Percent of Frontage Increase

A = tabular area

Allowable Area (A ) from Section 506.1 is computed thus:

a a t f s

d. Allowable Area A = {A + [A x I ] + [A x I ]} a t t f t s

G-101

LIFE SAFETY SYSTEM REQUIREMENTS

Panic Hardware: No Yes

Smoke Detection Systems: No Yes

Fire Alarm: No Yes

Emergency Lighting: No Yes

YesNoExit Signs:

* Indicate section number permitting reduction

Tenant Separation

(402.7.2)

Smoke Barrier

Separation

Party/Fire Wall

Separation (7.2.4.3.1)

Occupancy

Separation (T508.4)

(IBC 420.2)

Corridor Separation

(28.3.6.1.3)

Shafts - Other (8.6.5)

** Note: Ceiling panels are not a part of floor assembly.

N/A = Not ApplicableN.C. = Non Combustible N.R. = Not Required

Atrium: No Yes

FIRE PROTECTION REQUIREMENTS (cont.)

Incidental Use

Separation

N/A

Roof Construction, including supporting beams and joists **

N/AN/A N/A N/A

N/AN/A N/A N/A

Floor Construction, including supporting beams and joists **

Partial

Fire Pump Room

(NFPA 20

T4.12.1.1.2)

N/A

(per NFPA 101)

(per NFPA 101)

(per NFPA 101)

Per NFPA 101 7.3.3.2, for Stairways wider that 44-inches, use the following equation, where C = Capacity in

Persons:

C = 146.7 + [(W - 44) / 0.218] n

C = 146.7 + [(48 - 44) / 0.218]

C = 165 OCCUPANT CAPACITY

SPACE OR

DESCRIPTION

EXIT

COMPONENT

NOM.

EXIT

WIDTH

CAPACITY

PER

COMPONENT

QUANTITY COMPONENT

MAX

CAPACITY

STAIR

DOOR A

ACTUAL

CAPACITY

STAIR

STAIR

DOOR

This project consists of the construction of a new 1 story PEMB building for storage.

Building to be PEMB construction with new Mechanical exhaust fans, Electrical lighting and Cyber security.

N/A

DESIGN #

FOR

RATED

JOINTS

DESIGN #

FOR

RATED

ASSEMBLY

DESIGN #

FOR

RATED

PENETRATION

DETAIL #

AND

SHEET #

REQ'D PROVIDED

(W/ *

REDUCTION)

RATINGBUILDING

ELEMENT

(per NFPA 101 UON)

FIRE

SEPARATION

DISTANCE

(FEET)

DOOR B

Description of assembly

U-Value of total assembly

R-Value of insulation

Skylights in each assembly

U-Value of skylight

Description of assembly

U-Value of total assembly

R-Value of insulation

U-Value of assembly solar heat gain coefficient (SHGC) projection factor (PF)

Door R-Value

Door R-Value

U-Value of assembly

R-Value of insulation

U-Value of total assembly

Description of assembly

Description of assembly

U-Value of total assembly

R-Value of insulation

Description of assembly

U-Value of total assembly

R-Value of insulation

Floors slab on grade

R-Value of insulation

U-Value of total assembly

Description of assembly slab heated

Roof/ceiling Assembly (each assembly) total square footage of skylights in each assembly

Exterior Walls (each assembly)

Openings (windows or doors with glazing) low e required, if applicable

Walls adjacent to unconditioned space (each assembly) low e required, if applicable

Openings (windows or doors with glazing)

Walls below grade (each assembly)

Floors over unconditioned space (each assembly)

Horizontal/vertical requirement

N/A

N/A

7.6

N/A

N/A

N/A

N.R.

N.R.

N/A

N/A

EGRESS CAPACITY

Interior

South

West

East

North

Exterior

Nonbearing walls and partitions

> 30'

> 30'

N/AN/A N/A N/A

N/AN/A . .

BUILDING

ELEMENT

(per NFPA 101 UON)

Shafts - Exit

(7.1.3.2.1 (2))

N/A

Shafts - Elevator, also Machine Room

(UFC 3-600-01

6-30.1))

CALCULATED

OCCUPANT

LOAD (a / b)

SPECIAL INSPECTIONS

IT-7 Precast Concrete Erection

IT-6 Post Tension Slab

IT-15 Exterior Insulation and Finish Systems

IT-5 Reinforced Concrete

IT-14 Sprayed Fire-Resistant Materials

IT-4 Modular Retaining Walls >5-ft. high (1807.2)

IT-12 Welding

IT-3 Piling and Drilling Piers

IT-2 Excavation and Fill

IT-1 Verification of Soils

IT-11 Structural Masonry

IT-10 Inspection of Structural Steel Fabricators

(per UFC 3-301-01)

SCHEDULE OF SPECIAL INSPECTION SERVICES

No Special Inspections required for this project Special Inspections required

Building Occupancy Category (UFC 3-301-01): II III IV

If Occupancy Category II: 14'Building height in feet: 1No. Stories:

The construction divisions which require special inspections for this project are as follows:

IT-8 Pre-stressed Concrete

IT-9 Inspection of Precast Fabricators

IT-13 High Strength Bolts & Steel Framing Insp.

IT-16 Seismic Resistance

IT-17 Smoke Control and Smoke Exhaust Systems

IT-18 Detention Basin

IT-19 Special Cases (1704.15): .

If building in Occupancy Category II exceeds 45 feet or 3 stories or the building is an underground building per

Section 405.1, then Special Inspections are required.

Common Path of Travel (38.2.5.3.1)

HR

427426425

ENERGY REQUIREMENTS:

ENERGY SUMMARY

Prescriptive

Method of compliance:

Performance

Climate Zone:

The following data shall be considered minimum and any special attribute required to meet the energy code shall also be provided. Each Designer shall furnish the required portions of the project information for the plan data sheet. If performance method, state the annual energy cost for the standard reference design vs. annual energy cost for the proposed design.

This section for new construction, additions, change of use and interior completions.

Prescriptive

3a2a 4

Performance

(Energy Code)

(ASHRAE 90.1- 2010)

(Energy Code)

(ASHRAE 90.1 - 2010)

THERMAL ENVELOPE

No Change to Building Envelope

(per NFPA 101)

*SEE TABLE ON SHEET G-101 LIFE SAFETY PLAN FOR OCCUPANT LOAD CALCULATIONS.

Nonbearing walls and partitions

UFC 3-101-01, 09.25.19 Architecture, Change 5

PLUMBING FIXTURE REQUIREMENTS

SHWRS/

TUBS

DRINKING FOUNTAINLAVATORIESURINALSWATER CLOSETS

MALE FEMALE REG. ACCESS.

SPACE

New1st Floor

Total Provided

Total Required

MALE FEMALE

2018 International Fire Code (IFC)

UFC 3-120-10, 12.12.17, Change #3 - Interior Design

UFC 4-010-01, 2.9.12, Change #1 - 08.19.20 Minimum Antiterrorism Standards for Buildings

NFPA 90A - 2021 Standard for the Installation of Air-Conditioning and Ventilating Systems

NFPA 70 - 2020 National Electrical Code

ANSI/ AISC 341 - 2010 Seismic Provisions

ZAPATA

3,750 14,000

ZAPATA

STAIR

DOOR

029418

035049

Leevon McKinney

Richard Tavares

3,750 14,000 N/AN/A .H-31ST

ZAPATA 027888Heather McArthur

ZAPATA 042778Cherylyn Henry

704.378.4949

3,750

704.358.8240

28307

NOTE: NO CHANGE TO OCCUPANCY / USE

UNISEX UNISEX

9090 1 3

36"

UFC 3-410-02 03.02.20 Direct Digital Control for HVAC and Other Building Control System, with

Change 1

UFC 3-470-01 Utility Monitoring and Control System (UMCS) Front End and Integration

704.378.4909

Foster Engineering Ralph Foster 803.787.475734557

1ST - STORAGE 2 3

STORAGE

1ST

3,750 500 7 .4 2.8 108"

75' 58'-0" 75'-6" 126'-2" chenry@zapatainc.com rtavares@zapatainc.com hmcarthur@zapatainc.com jeffrey.sperling@atriaxgroup.com

Ralph@FosterEngr.com

0 - - 0 0 - - 0 0

0 0

0 0

0 0

N/A

0 0

704.358.8240 lmckinney@zapatainc.com

New Building

14,000

14,000

> 30'

> 30'

> 30'

> 30'

N/A

N/A

N/A

N/A

N/A

N/A

N/A0

0 0 0 0 0 0

0 0 0 0 0 0

Life Safety / Code

UFC 1-200-02 High Performance and Sustainable Building Requirements, 12.01.2020

STORAGE

1ST

9090 1 2

36"

9090 1 2

36"

STORAGE

1ST

STORAGE

1ST

DESR 6055.09 Defense Explosives Safety Regulation 6055.09, Edition 1- 1.13.19

FIRE PROTECTION DESIGN ANALYSIS

a. DESIGN STANDARDS

· UFC 1-200-01, 8 OCTOBER 2019, DOD BUILDING CODE

· UFC 3-600-01 CHANGE 6, 6 MAY 2021, FIRE PROTECTION ENGINEERING FOR FACILITIES

· DEFENSE EXPLOSIVES SAFETY REGULATION (DESR) 6055.09

· INTERNATIONAL BUILDING CODE (IBC) (2018)

· NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 1, FIRE PREVENTION CODE (2021)

· NFPA 101, LIFE SAFETY CODE (2021)

b. BUILDING HEIGHT AND AREA

IBC TABLES 504.3, 504.4, 506.2

c. OCCUPANCY CLASSIFICATION

THE PRIMARY USE OF THIS BUILDING WILL BE STORAGE OF SMALL ARMS AMMUNITION. THE AMOUNT OF HD1.4 EXPLOSIVES IS EXPECTED TO EXCEED THE MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF 50 LBS, THEREFORE THIS IS CLASSIFIED AS A HIGH HAZARD

OCCUPANCY.

· THE IBC OCCUPANCY CLASSIFICATION FOR THIS BUILDING IS “H-3” HIGH HAZARD STORAGE. THE TELECOM ROOM IS AN ACCESSORY "S-1" STORAGE OCCUPANCY WHICH WILL BE EVALUATED AS PART OF THE PRIMARY OCCUPANCY.

· THE NFPA 101 OCCUPANCY CLASSIFICATION FOR THIS BUILDING IS HIGH HAZARD STORAGE. THE TELECOM ROOM IS INCIDENTAL TO THE WAREHOUSE AREA AND WILL BE EVALUATED AS PART OF THE PRIMARY OCCUPANCY (NFPA 101 6.1.14.1.3).

d. FIRE RESISTIVE RATED CONSTRUCTION

BUILDING ELEMENTS (IBC TABLE 601) FOR TYPE II-B CONSTRUCTION

e. PROTECTION OF OPENINGS

WALLS THAT ARE NOT REQUIRED TO BE RATED CAN HAVE UNLIMITED UNPROTECTED OPENINGS (IBC 705.8.1'S EXCEPTION 2).

f. SEPARATION FROM HAZARDS

SINCE THE ENTIRE BUILDING IS A HAZARDOUS OCCUPANCY, SEPARATION OF HAZARDS IS NOT REQUIRED.

g. INTERIOR FINISHES

INTERIOR FINISHES (NFPA 101 42.3.3, 10.2.2)

INSULATION

· INSULATION MUST HAVE A FLAME SPREAD INDEX MAXIMUM OF 75 AND SMOKE-DEVELOPED INDEX RATING MAXIMUM OF 150 (UFC

3-600-01 PARA 8-3.1.1).

· EXPOSED INSULATION IN CONCEALED SPACES MUST HAVE A FLAME SPREAD INDEX MAXIMUM OF 25 AND SMOKE-DEVELOPED INDEX

RATING MAXIMUM OF 50 (UFC 3-600-01 PARA 8-3.1.2).

· EXCEPTIONS TO THESE RULES PER UFC 3-600-01 PARA 8-3.2 ARE PERMITTED.

h. MEANS OF EGRESS

OCCUPANT LOAD

MEANS OF EGRESS COMPONENTS

DOORS

MINIMUM CLEAR WIDTH IS 32” (NFPA 101 7.2.1.2.3.2). MINIMUM HEIGHT IS 80” (NFPA 101 7.1.5.1).

DOOR OPENING FORCE MUST COMPLY WITH NFPA 101 7.2.1.4.5.

DOORS SERVING HIGH HAZARD OCCUPANCIES MUST SWING IN THE DIRECTION OF EGRESS (NFPA 101 7.2.1.4.2(3)).

DOORS WITH A LATCH OR LOCK REQUIRE PANIC HARDWARE (NFPA 101 7.11.7).

DISCHARGE FROM EXITS

EXITS MUST TERMINATE DIRECTLY TO THE PUBLIC WAY OR AT AN EXTERIOR EXIT DISCHARGE (NFPA 101 7.7.1). YARDS, COURTS, OPEN SPACES, OR OTHER PORTIONS OF EXIT DISCHARGE MUST BE OF THE REQUIRED WIDTH AND SIZE TO PROVIDE ALL OCCUPANTS WITH A

SAFE ACCESS TO A PUBLIC WAY (NFPA 101 7.7.1.1).

CAPACITY OF MEANS OF EGRESS (NFPA 101 7.3.3.1, 7.11.3)

THE EGRESS CAPACITY EXCEEDS THE BUILDING'S OCCUPANT LOAD.

NUMBER OF EXITS FROM A ROOM OR SPACE

THE BUILDING HAS 2 EXITS.

ARRANGEMENT OF MEANS OF EGRESS

REMOTENESS

THE MINIMUM SEPARATION DISTANCE BETWEEN AT LEAST TWO EXITS OR EXIT DOORS SHALL NOT BE LESS THAN ONE-HALF OF THE MAXIMUM OVERALL DIAGONAL OF THE BUILDING OR AREA BEING SERVED (NFPA 101 7.5.1.3.1).

AT LEAST TWO OF THE EXITS MEET THE REQUIRED SEPARATION DISTANCE.

COMMON PATH OF TRAVEL

DEAD-END CORRIDORS

MAXIMUM TRAVEL DISTANCE

MARKING MEANS OF EGRESS

MEANS OF EGRESS SHALL HAVE SIGNS COMPLYING WITH NFPA 101 7.10. INTERNALLY ILLUMINATED SIGNS MUST BE PHOTOLUMINESCENT AND MEET THE REQUIREMENTS OF NPFA 101 7.10.7. RADIOLUMINOUS, INCANDESCENT, OR FLUORESCENT TYPE SIGNS ARE NOT

PERMITTED (UFC 3-600-01 PARA 10-2.1.1, 10-2.2).

ILLUMINATION OF MEANS OF EGRESS

MINIMUM ILLUMINATION OF 1.0 FOOT-CANDLE, MEASURED AT THE WALKING SURFACE, UNDER NORMAL POWER (NFPA 101 7.8.1.3 (2)).

ILLUMINATION SHALL BE ARRANGED SO THAT FAILURE OF ONE UNIT WILL NOT RESULT IN ILLUMINATION LEVEL BELOW 0.2 FT-CANDLE IN

ANY DESIGNATED AREA (NFPA 101 7.8.1.4).

EMERGENCY LIGHTING IS REQUIRED (NFPA 101 7.9.1.1(1), 42.2.9).

i. WATER SUPPLIES AND HYDRANTS

HYDRANT PROTECTION IS NOT REQUIRED FOR AMMUNITION STORAGE FACILITIES (UFC 3-600-01 PARA 4-5.7.2.3).

j. FIRE DEPARTMENT CONNECTION

THE BUILDING DOES NOT HAVE A SPRINKLER SYSTEM.

k. POST INDICATOR AND ISOLATION VALVES

THERE ARE NO ISOLATION VALVES RELEVANT TO THIS PROJECT.

l. AUTOMATIC SPRINKLER SYSTEM

SPRINKLER PROTECTION IS NOT REQUIRED FOR AMMUNITION STORAGE FACILITIES (UFC 3-600-01 PARA 4-5.7.2.3).

m. STANDPIPE SYSTEMS

THE FACILITY DOES NOT REQUIRE A STANDPIPE SYSTEM (UFC 3-600-01 PARA 9-10.2).

n. PORTABLE FIRE EXTINGUISHERS

GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED (UFC 3-600-01 PARA 9-17.1, NFPA 101 42.3.5).

o. FIRE DETECTION

A FIRE DETECTION SYSTEM IS NOT REQUIRED IN AMMUNITION STORAGE FACILITIES (NFPA 101 42.3.4.2(1), UFC 3-600-01 PARA 4-5.7.2.4).

p. FIRE ALARM SYSTEM

A FIRE ALARM SYSTEM IS NOT REQUIRED IN AMMUNITION STORAGE FACILITIES (NFPA 101 42.3.4.2(1), UFC 3-600-01 PARA 4-5.7.2.4).

A MASS NOTIFICATION SYSTEM IS NOT REQUIRED BECAUSE THIS DOES NOT QUALIFY AS AN INHABITED BUILDING (UFC 4-010-01, 3-1, 3-22)

q. SMOKE MANAGEMENT OR CONTROL

SMOKE CONTROL IS NOT REQUIRED IN THIS FACILITY.

r. CONNECTION TO BASE FIRE ALARM REPORTING SYSTEM

THE FACILITY WILL NOT HAVE FIRE ALARM AND MASS NOTIFICATION.

s. COORDINATION WITH SECURITY AND ANTITERRORISM

THE BUILDING IS NOT REQUIRED TO COMPLY WITH ANTI TERRORISM STANDARDS (UFC 4-010-01, 3-1).

t. FIRE DEPARTMENT ACCESS

THE FOLLOWING ARE REQUIREMENTS FOR FIRE DEPARTMENT ACCESS

· A KNOX BOX IS NOT PERMITTED FOR THIS BUILDING.

· 20 FT OF UNOBSTRUCTED WIDTH (NFPA 1 18.2.3.5.1.1).

· 13 FT 6 IN OF VERTICAL CLEARANCE (NFPA 1 18.2.3.5.1.2).

· THE MINIMUM UNOBSTRUCTED WIDTH AND HEIGHT MAY BE INCREASED BY THE AHJ TO ACCOMMODATE THE RESPONDING FIRE

APPARATUS (NFPA 1 18.2.3.5.1.1.2, 18.2.3.5.1.2.2).

· MINIMUM TURNING RADIUS FOR FIRE APPARATUS IS 42 FT, UNLESS THE FIRE DEPARTMENT HAS A DIFFERENT REQUIREMENT (NFPA 1

18.2.3.5.3).

· IF THE FIRE DEPARTMENT ACCESS WAY IS A DEAD END IN EXCESS OF 150 FT, SPACE FOR A TURNAROUND ARRANGEMENT MUST BE

ALLOCATED (NFPA 1 18.2.3.5.4).

u. EQUIVALENCIES

NO EQUIVALENCIES ARE PROPOSED

v. FOREIGN CODE CONFLICTS

NOT APPLICABLE

w. INTEGRATED SYSTEM TESTING

NO SPECIAL CONSIDERATIONS.

OCCUPANCY H-3

CONSTRUCTION TYPE II-B

AUTOMATIC SPRINKLER SYSTEM NONE

ALLOWED ACTUAL

HEIGHT 55 FT 15 FT

STORIES 2 1

AREA 14,000 FT2 3,787 FT2

BUILDING ELEMENT FIRE RESISTANCE RATING (HR)

PRIMARY STRUCTURAL FRAME 0

EXTERIOR BEARING WALLS (SEPARATION DISTANCE > 10 FT) 0

INTERIOR BEARING WALLS 0

INTERIOR NON-BEARING WALLS 0

EXTERIOR NON-BEARING WALLS (SEPARATION DISTANCE > 10 FT) 0

FLOOR CONSTRUCTION 0

ROOF CONSTRUCTION 0

OCCUPANCY EXITS EXIT ACCESS

CORRIDORS OTHER SPACES

STORAGE WALLS & CEILING

FLOOR

A, B

I OR II

A, B, C N/A

A, B, C N/A

OCCUPANCY AND USE

OCCUPANT LOAD FACTOR

(NFPA 101 TABLE 7.3.1.2) OCCUPANCY AREA (FT2) OCCUPANT LOAD

STORAGE & UTILITY 500 GROSS 3,521 7

TOTAL OCCUPANT LOAD 7

EXIT COMPONENT

COMPONENT FACTOR

(IN. / PERSON)

COMPONENT

WIDTH (IN.)

EXIT EGRESS

CAPACITY

ANTICIPATED

OCCUPANT LOAD

A DOOR 0.4 32 80 2

B DOOR 0.4 32 80 2

C DOOR 0.4 32 80 3

TOTAL EGRESS CAPACITY 160 7

SPACE MINIMUM REQUIRED REFERENCE

ENTIRE BUILDING 2 NFPA 101 42.2.4.1(3), 7.4.1.1

ROOMS UP TO 200 FT2 1 NFPA 101 7.11.4

SPACE MAXIMUM DIAGONAL MINIMUM SEPARATION

REQUIRED

ACTUAL SEPARATION

OF EXITS

ENTIRE BUILDING 151 Ft 76 Ft 126 Ft

OCCUPANCY LIMIT ACTUAL REFERENCE

STORAGE 25 FT 11 FT NFPA 101 7.5.1.1.4, 7.11.4(3), 42.2.5

OCCUPANCY LIMIT ACTUAL REFERENCE

STORAGE NOT PERMITTED NONE NFPA 101 7.5.3.4, 7.11.5, 42.2.5

OCCUPANCY LIMIT ACTUAL REFERENCE

STORAGE 75 FT 58 FT NFPA 101 7.6.7, 42.2.6

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EXIT C

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EGRESS TRAVEL DISTANCE: 58 FT S

COMMON PATH OF TRAVEL: 11 FT

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EGRESS TRAVEL DISTANCE: 54 FT

EXIT B

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OCCUPANCY AREA

OCCUPANT LOAD FACTOR

MAXIMUM OCCUPANCY

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NUMBER OF OCCUPANTS

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SYMBOL LEGEND

OCCUPANCY LABEL

EXIT LABEL

GRAPHIC SCALE

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

8'4'0 16'

02-AUG-21

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SOIL BORING PLAN

BORING SYMBOL LEGEND

THE INFORMATION IN THIS SHEET IS TAKEN

DIRECTLY FROM THE BORING RESULTS

AND DRAWINGS GENERATED BY

GEOSYNTEC DATED MAY 27, 2021.

B-1 BORING 1 - SEE BORING LOG B-1 ON B-102

BORING 2 - SEE BORING LOG B-2 ON B-102B-2

L I C

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N

O

F I L

E

N

A M

E

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N

B

Y

M A

R K

SHEET ID

US ARMY CORPS

OF ENGINEERS

I S

S U

E

D

A T

E

S I Z

E

S U

B M

I T

T E

D

B

Y

D E

S C

R I P

T I O

N D

A T

E

C O

N T

R A

A N

S I

D

W

P M

D

A U

G U

W

P M

B

C A

T E

G O

D

E

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

W I L

M I N

G T

S

T R

I C

T

R

L I N

G T

E

W I L

M I N

G T

O N

N

C

R E

A D

Y

T

O

A

D V

E R

T I S

E

F O

A

G G

N

O R

R

O L

I N

A

S O

N

E R

R

P O

O

R A

I L

D I N

G

J

P

A Q

U I N

A T

R I A

X

Z

A P

A T

A

J O

I N

T

V

E N

T U

R E

E

N U

E

N

E

H I C

K O

R Y

N

O R

R

O L

I N

A

A

6 7 8 9 10

B

C

D

E

F

G

B

D

G N

C U I

C U I

S O

I L

B

O R

I N

G

L O

G S

B-102

A

A

L S

H U

J A

R I

A

A

L S

H U

J A

R I

H

M

C A

R T

H U

R

NOT TO SCALE

BORING LOG - B-1

NOT TO SCALE

BORING LOG - B-2

GENERAL NOTES STANDARD SYMBOLS

CONCRETE PAVEMENT

ASPHALT PAVEMENT

GRAVEL

EARTH

SAND

GRASS

MAJOR CONTOURS

MINOR CONTOURS

SPOT ELEVATION

BENCHMARK

WATERLINE

SANITARY SEWER LINE

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC LINE

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

FIRE LINE

NATURAL GAS LINE

STEAM LINE

SILT FENCE

STORM DRAIN LINE

VALVE

SANITARY SEWER MANHOLE

CLEANOUT

STORM DRAIN INLET/ MANHOLE

DROP INLET/YARD DRAIN

POWER/LIGHT POLE

FIRE HYDRANT

TREE/BUSH (INDIVIDUAL)

TREELINE

POST INDICATOR VALVE

BACKFLOW PREVENTER

WATER METER

DOOR ENTRY

BLDG FOOTPRINT

EDGE OF PAVEMENT

PROPOSED PARKING

DEMOLITION

LIMITS OF DISTURBANCE

LIMITS OF CONSTRUCTION

W

SS

OE

UE

F

G

CO

MH

SS

OC

UC

SL

PP

BM1

ELEV: XXX

100.00

100.00

PIV

BFP

M

SF

C I V

T

G

E

C-001

A

L S

H U

J A

I R

I

A

A

L S

H U

J A

I R

I

H M

C A

R T

H U

R

GENERAL NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.

CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA

STANDARDS, LOCAL REQUIREMENTS AND GOVERNMENT REQUIREMENTS.

2. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, CONTRACTOR SHALL

PERFORM EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE

ELEVATIONS.

3. WORK WITHIN THE RIGHTS-OF-WAY SHALL CONFORM TO GOVERNMENT

STANDARDS.

4. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY ANY

CONSTRUCTION OPERATIONS SHALL BE RESTORED BY CONTRACTOR TO

THEIR ORIGINAL CONDITION.

5. IN THE EVENT THAT SUSPECTED CONTAMINATED SOILS ARE ENCOUNTERED

DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,

OLFACTORY, OR OTHER EVIDENCE, WORK SHALL BE STOPPED IN THE

VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE

MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE

APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.

6. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING

THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND

CORRECTIVE ACTION IF SUCH OCCURS. CONTRACTOR SHALL DISPOSE OF

DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL

REGULATIONS, ORDINANCES, AND STATUTES.

7. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY

CONTRACTOR.

8. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING

CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND

SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY.

9. ALL ON SITE VEHICLE TRANSPORTATION ROUTES SHALL BE TEMPORARILY

STABILIZED WITH STONE IMMEDIATELY AFTER GRADING TO PROVIDE READY

ACCESS FOR EMERGENCY VEHICLES TO TRAVEL THROUGH AND AROUND

THE CONSTRUCTION SITE DURING BOTH DRY AND WET WEATHER.

10.…