Hangar722_RTA_Plans.pdf

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DEHUMIDIFICATION

HANGAR 722

MR-00001-5R

FORT BRAGG, NORTH CAROLINA

JULY 2018

W912PM18B0011IFB NO.:

CONTRACT NO.:

ISSUE DATE:

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MR-00001-17

FT. BRAGG, NORTH CAROLINA

DEHUMIDIFICATION HANGAR 722

READY TO ADVERTISE

SOLICITATION NO.: W912PM18B0011

ISSUE DATE: 01 JULY 2018

WILMINGTON District

LOCATION MAP

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INDEX OF DRAWINGS

TITLESHEET ID. FILENAME TITLESHEET ID. FILENAME

GENERAL

COVER SHEET

INDEX OF DRAWINGS

VICINITY MAP AND PROJECT LOCATION MAP

GENERAL CONSTRUCTION NOTES

GENERAL CONSTRUCTION NOTES

ARCHITECTURAL

ARCHITECTURAL ABBREVIATIONS, MATERIAL LEGEND, ARCHITECTURAL SYMBOLS

DEMOLITION PLAN

FLOOR PLAN

ROOF PLAN

EXTERIOR BUILDING ELEVATIONS

EXTERIOR BUILDING ELEVATIONS

WALL SECTIONS

DOOR, FRAME SCHEDULE AND DETAILS

DOOR AND LOUVER DETAILS

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AD101

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AE201

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AE602

MECHANICAL

MECHANICAL - GENERAL NOTES AND LEGENDS

MECHANICAL - FLOOR PLAN - DEMOLITION

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MD101

ELECTRICAL

ELECTRICAL - GENERAL NOTES AND LEGENDS

ELECTRICAL - FLOOR PLAN - DEMOLITION

ELECTRICAL - FLOOR PLAN - POWER

ELECTRICAL - DETAILS

ELECTRICAL - RISERS AND SCHEDULES

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EP101

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AE201.DGN

AE202.DGN

AE301.DGN

AE601.DGN

AE602.DGN

M-001.DGN

MD101.DGN

E-001.DGN

ED101.DGN

EP101.DGN

E-501.DGN

E-601.DGN

STRUCTURAL

GENERAL NOTES AND STRUCTURAL DETAILSS-101

S-101.DGN

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G-002.DGN

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FIRE PROTECTION

FIRE PROTECTION - FLOOR PLAN - DEMOLITIONFD101

FD101.DGN

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FLOOR PLAN - ABATEMENTH-101

H-101.DGN

LIFE SAFETY

LIFE SAFETY FLOOR PLANLS101

LS101.DGN

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CONTROL CENTER

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USACE SOCOM RESIDENT OFFICE

BLDG. NO. 2-2414 WOODRUFF ST.

FT. BRAGG, NC 28310 (910)-432-8121

PROJECT LOCATION MAP

PROJECT LOCATION

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TRANSFER STATION

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LEGEND:

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AutoCAD SHX Text

NTS

GENERAL NOTES:

A. CONTRACTOR SHALL COMPLY WITH CURRENT NORTH CAROLINA DEPARTMENT OF

ENVIRONMENTAL QUALITY (DEQ) EROSION AND SEDIMENT CONTROL PLANNING AND

DESIGN MANUAL' AND FORT BRAGG WATER MANAGEMENT BRANCH (WMB) STANDARDS FOR

EROSION CONTROL WORK, IF APPLICABLE.

B. ALL NCDOT STANDARDS REFERENCES WILL BE THE LATEST EDITION. CONTRACTOR MAY

REFER TO HTTPS://CONNECT.NCDOT.GOV, IF APPLICABLE.

C. CONTRACTOR SHALL COMPLY WITH CURRENT UFC, NC BUILDING CODE AND OTHER

APPLICABLE REQUIREMENTS AS INDICATED ON THESE CONTRACT DOCUMENTS.

7. DEMOLITION

A. ALL CONSTRUCTION AFFECTING TRAFFIC SHALL COMPLY WITH THE FORT BRAGG TRAFFIC

CONTROL IDC, MUTCD, AND NCDOT STANDARD DRAWINGS AND SPECIFICATIONS - LATEST

EDITION. AN ALTERNATE EMERGENCY TRAFFIC CONTROL DETOUR MAY BE REQUIRED.

8. TRAFFIC CONTROL

A. UNLESS SPECIFICALLY NOTED TO BE REMOVED, ALL EXISTING BUILDING COMPONENTS

AND OTHER SITE ITEMS SHALL REMAIN INTACT AND BE PROTECTED AGAINST DAMAGE

DURING THE CONSTRUCTION PERIOD.

B. THE CONTRACTOR SHALL EXERCISE CAUTION DURING DEMOLITION OPERATIONS. THE

CONTRACTOR SHALL REPAIR AND RESTORE ALL EXISTING CONSTRUCTION TO REMAIN THAT

IS DAMAGED DURING DEMOLITION OPERATIONS. REPAIRS TO DAMAGED WORK AREAS SHALL

MATCH EXISTING ADJACENT FINISHED SURFACES OR THE CONTRACTOR SHALL REPLACE

DAMAGED CONSTRUCTION WITH NEW WORK.

C. KNOWN ASBESTOS EXISTS WITHIN THIS PROJECT AREA AS INDICATED. IF CONTRACTOR

DISCOVERS ADDITIONAL ASBESTOS OR OTHER HAZARDOUS MATERIALS HE SHALL NOTIFY

THE CONTRACTING OFFICER'S REPRESENTATION IMMEDIATELY.

6. STANDARDS

9. EXISTING UTILITY INTERRUPTIONS

A. EXISTING UTILITIES MAY BE INTERRUPTED FOR A MAXIMUM OF 12 HOURS AT A TIME.

CONTRACTOR IS REQUIRED TO CONTACT THE CONTRACTING OFFICER AND OBTAIN APPROVAL

PRIOR TO ANTICIPATED INTERRUPTION. SEE SPECIFICATIONS FOR PER-APPROVAL

REQUIREMENTS.

B. ALL UTILITY INTERRUPTIONS AND DURATIONS SHALL BE INDICATED ON THE

CONTRACTOR'S SCHEDULE AND COORDINATED WITH THE COR.

C. FIRE ALARM INTERRUPTIONS SHALL BE SCHEDULED IN WRITING WITH THE COR A MINIMUM OF

14 DAYS IN ADVANCE.

10. EXTERIOR UTILITY WORK

A. ANY EXTERIOR ELECTRICAL WORK PERFORMED BY THE CONTRACTOR SHALL BE COORDINATED

WITH SANDHILLS UTILITY SERVICE (SUS). CONTACT MR. BILL CANNON AT (910) 818-3204.

B. ANY EXTERIOR WATER OR SANITARY SEWER WORK PERFORMED BY THE CONTRACTOR SHALL

BE COORDINATED WITH OLD NORTH UTILITY SERVICES (ONUS).

11. SECURITY PROCEDURES FOR ACCESS

A. CONTRACTOR SHALL FOLLOW ARSOAC SECURITY REQUIREMENTS AT ALL TIMES.

REFER TO SPECIFICATION SECTION 01 14 00 FOR ADDITIONAL INFORMATION.

B. THE CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION IN ACCORDANCE WITH

SOTF SECURITY POLICIES AT ALL TIMES.

C. ACCESS TO THE PROJECT AREA IS LIMITED TO NORMAL WORK HOURS (0730 TO 1600)

UNLESS SPECIFICALLY APPROVED BY THE CONTRACTING OFFICER FOR SPECIFIED

PERIODS OF TIME OUTSIDE THE NORMAL WORK HOURS. EXCLUDES FEDERAL HOLIDAYS.

D. 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.

E. DESIGNATE THE INSTALLATION AS A RESTRICTED AREA. RESTRICTED AREA POSTING RESTRICTS

PERSONS GAINING ACCESS TO MILITARY INSTALLATION FROM CONDUCTING IMAGERY

SURVEILLANCE, PHOTOGRAPHY AND VIDEO RECORDING WITHOUT THE INSTALLATION

COMMANDERS AND SOTF CONSENT.

F. THE INTRODUCTION OF WEAPONS, AMMUNITION, EXPLOSIVES OR OTHER PROHIBITED ITEMS AND

PHOTOGRAPHY OF THE FACILITIES IS PROHIBITED WITHOUT SPECIFIC AUTHORIZATION FROM THE

SOTF COMMANDER.

1. INSTALLATION PERMITS:

· BOILERS & GENERATORS PERMIT - DPW-ECB AIR QUALITY - MIKE FISHER, REM

· BORROW PIT PERMIT - DPW - ENVIRONMENTAL BRANCH (SUBMIT 14 CALENDAR DAYS

PRIOR TO WORK).

· CONSTRUCTION AND DEMOLITION (C&D) WASTE PERMIT FOR FORT BRAGG LAMONT ROAD

· CONSTRUCTION AND DEMOLITION LANDFILL FACILITY - DPW - ENVIRONMENTAL BRANCH.

NOTE: LANDFILL HAS REACHED ITS CAPACITY TO ACCEPT CONSTRUCTION AND DEMOLITION

WASTE AND WILL NO LONGER ACCEPT CONSTRUCTION AND DEMOLITION WASTE (TO INCLUDE

FRIABLE ASBESTOS CONTAINING MATERIALS). CONTRACTORS NEED TO MAKE ARRANGEMENTS

TO HAUL CONSTRUCTION AND DEMOLITION WASTE OFF THE INSTALLATION UNTIL A NEW PHASE

III SECTION OF THE LANDFILL IS OPEN AND OPERATING.

· DIGGING/EXCAVATION PERMIT (FB FORM 1605-E) - DPW - FACILITIES ENGINEER

(SUBMIT 15 CALENDAR DAYS PRIOR TO WORK)

· LANDFILL DISPOSAL PERMIT-DPW-ENVIRONMENTAL SUSTAINMENT DIVISION (ESD), 910-396-3372.

· TITLE V AIR PERMITS (BASED ON TYPE OF MATERIAL DUST, BOILERS AND DOMESTIC WATER

HEATERS) - DPW - ENVIRONMENTAL BRANCH, ENVIRONMENTAL COMPLIANCE BRANCH (ECB)

· IRRIGATION - DPW WATER QUALITY PROGRAM MANAGER, ERIC TORRES, 910-432-8450,

CHENEGA GLOBAL SERVICES, LLC, STORAGE TANKS AND WATER QUALITY PROGRAM,

FORT BRAGG-DPW-ECB ERIC.M.TORRES24.CTR@MAIL.MIL. - NA

12. PERMITS

2. FEDERAL

·NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION - FAA FORM 7460-1

A. CONTRACTOR SHALL SECURE ALL PERMITS NECESSARY FOR CONSTRUCTION OF THE PROJECT.

DETERMINE FEE BASIS AND PAY ALL FILING FEES AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONSTRUCTION SHALL NOT BEGIN ON ANY PHASE WITHOUT APPROPRIATE PERMITS.

B. PERMITS ARE TO BE MAINTAINED IN THE CONTRACTOR'S ONSITE CONSTRUCTION OFFICE, ORGANIZED IN A

3 RING BINDER, TABBED AND WITH A TABLE OF CONTENTS FOR INSPECTION BY THE GOVERNMENT.

C. THE FOLLOWING PERMITS MAY BE REQUIRED FOR PROJECT AT FT. BRAGG.

D. THE PERMITS, AS LISTED ABOVE, ARE NOT INTENDED TO BE A COMPLETE LIST OF PERMITS. CONTRACTOR

IS TO ADD ANY ADDITIONAL PERMITS AS THEY BECOME KNOW, AND IS TO BE MODIFIED AND SUBMITTED TO

THE GOVERNMENT FOR REVIEW AND APPROVAL.

·WELDING

·CUTTING

·HEATING

2. CONSTRUCTION PHASING & PROJECT SCHEDULES

A. THE CONTRACTOR SHALL ENSURE THAT HIS ACTIVITIES SHALL NOT INTERFERE WITH THE

OPERATIONS CONDUCTED AT SURROUNDING BUILDINGS AND WORK AREAS.

B. CONTRACTOR SHALL NOT BLOCK ACCESS TO EXISTING BUILDINGS, ROADS AND/OR FACILITIES.

C. CONTRACTOR SHALL PROVIDE A CONSTRUCTION PHASING PLAN AND PROJECT SCHEDULE TO

THE COR PRIOR TO CONSTRUCTION AND MOBILIZATION. CONTRACTOR SHALL PROVIDE

WEEKLY UPDATES ON THE PROJECT SCHEDULE FOR FULL DURATION OF PROJECT. THE

WEEKLY UPDATES SHALL BE PROVIDED SHOWING THE SCHEDULE FOR THE UPCOMING 2

WEEKS INCLUDE UPDATES REGARDING THE PHASING OF CONSTRUCTION.

D. ADJACENT AREAS WILL BE OCCUPIED BY GOVERNMENT PERSONNEL THROUGHOUT THE

CONSTRUCTION PERIOD. CONTRACTOR SHALL NOT ALLOW CONSTRUCTION ACTIVITIES TO

DISRUPT ON-GOING GOVERNMENT OPERATIONS DURING DEMOLITION AND CONSTRUCTION.

3. CONTRACTOR STAGING AREA

A. SEE EROSION CONTROL PLAN.

A. THE LAMONT ROAD BORROW PIT IS ANTICIPATED TO BE IN OPERATION DURING THE ENTIRE

CONSTRUCTION PHASE OF THIS PROJECT FOR OBTAINING FILL MATERIAL. NO DISPOSAL

ALLOWED.

B. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR BORROW PIT USE AUTHORIZATION

(ENCLOSURE 2) TO BOTH THE OMD - CHIEF OF ROADS SECTION AND ENVIRONMENTAL DIVISION -

WMB - ENVIRONMENTAL PROTECTION SPECIALIST FOR APPROVAL.

C. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE AUTHORIZATION FOR USE OF BORROW PITS

PERMIT AT THE WORK SITE AT ALL TIMES AND MUST BE PREPARED TO PRESENT IT ON DEMAND

TO ENVIRONMENTAL COMPLIANCE INSPECTORS, PUBLIC WORKS AND LAW ENFORCEMENT

PERSONNEL.

D. THE CONTRACTOR SHALL COORDINATE WITH LANDFILL MANAGER AT (910) 396-6873 OR

SUPERVISOR OF ROADS SECTION AT (910) 396-7156 PRIOR TO EXCAVATION.

E. THE CONTRACTOR SHALL DROP OFF A USAGE TRUCK COUNT AND TONNAGE TO THE LANDFILL

MANAGER WEEKLY.

F. THE CONTRACTOR SHALL NOT EXPAND THE BOUNDARY OF THE BORROW PIT.

G. THE CONTRACTOR SHALL RE-GRADE THE AREA WORKED SO THAT WATER WILL NOT STAND IN

THE BORROW PIT.

H. THE CONTRACTOR SHALL NOT EXCAVATE TRENCHES.

I. THE CONTRACTOR SHALL CUT SLOPE AT THE EDGE OF THE AREA WORKED NO GREATER THAN

(3:1).

J. THE CONTRACTOR SHALL APPLY FOR AN AMENDED PERMIT IF IT IS NECESSARY TO INCREASE

THE AMOUNT OF BORROW MATERIAL REQUIRED.

A. CONTRACTOR, IF HE SO CHOOSES, SHALL BE PERMITTED TO INSTALL TEMPORARY

FENCING WITHIN THE GENERAL PROJECT SITE. THE TYPE, MATERIAL, HEIGHT, AND

LOCATION OF THE FENCE SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND

APPROVED BY THE GOVERNMENT PRIOR TO INSTALLATION.

B. ALL WORK ACTIVITIES AND STORAGE SHALL BE CONFINED WITHIN THE ESTABLISHED

PROJECT LIMITS UNLESS SPECIFICALLY AUTHORIZED BY THE COR FOR SPECIFIED

PERIODS OF TIME.

C. THE CONTRACTOR MUST HAVE AT LEAST ONE EMPLOYEE ONSITE TO RECEIVE AND

DIRECT PLACEMENT OF DELIVERED MATERIALS AND SUPPLIES.

1. CONSTRUCTION METHODS AND PROCEDURES & CONTRACTOR ACCESS

A. THE WORK FOR THIS PROJECT CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT,

TRANSPORTATION, AND MATERIALS NECESSARY TO PERFORM ALL WORK IN STRICT

ACCORDANCE WITH THE PROJECT SPECIFICATIONS, APPLICABLE DIRECTORATE OF PUBLIC

WORKS (DPW) DRAWINGS, UNIFIED FACILITIES CRITERIA (UFC), FORT BRAGG INSTALLATION

DESIGN GUIDELINES (IDG) AND OTHER CONTRACT DOCUMENTS. THE SCOPE OF WORK OF THIS

CONTRACT IS REFERENCED IN PROJECT SPECIFICATIONS SECTION 01 00 05.

B. THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS IN ALL SITUATIONS. THE

CONTRACTOR SHALL BRING CONFLICTS BETWEEN PROJECT SPECIFICATIONS AND PLANS TO

THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE (COR) FOR RESOLUTION. ALL

MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE PROJECT SPECIFICATIONS.

C. ALL DIMENSIONS AND CONDITIONS TIED TO OR OTHERWISE RELATED TO EXISTING

CONSTRUCTION ARE SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. VERIFICATION

SHALL BE MADE PRIOR TO ORDERING, FABRICATING, OR CONSTRUCTING ANY RELATED

STRUCTURAL COMPONENTS. WHERE DISCREPANCIES OCCUR, THE CONTRACTOR SHALL ADVISE

THE COR IMMEDIATELY AND PROVIDE THE COR WITH THE CORRECT DIMENSIONS AND

CONDITIONS.

D. THE CONTRACTOR SHALL PROVIDE ONSITE SANITARY FACILITIES FOR HIS WORKERS DURING

THE ENTIRE CONSTRUCTION PHASE. COORDINATE LOCATION WITH COR.

E. THE CONTRACTOR SHALL ADEQUATELY PROTECT ALL EXISTING SITE FEATURES AND FACILITIES

DURING DEMOLITION AND CONSTRUCTION.

F. PRIOR TO ANY DEMOLITION OR NEW WORK COMMENCING THE ELECTRICAL CONTRACTOR

SHALL ARRANGE A MEETING WITH THE CONTRACTING OFFICER TO DISCUSS ALL ELECTRICAL

OUTAGE PROCEDURES FOR SHUTDOWN OF ANY ELECTRICAL PANELS. THE ELECTRICAL

CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER, IN WRITING, AT LEAST 7 DAYS PRIOR

TO ANY ELECTRICAL SHUTDOWN DURING DEMOLITION OR NEW CONSTRUCTION.

3. COUNTY

·WATER WELL - NA

4. NC STATE PERMITS:

·DEMOLITION

· ASBESTOS REMOVAL FOR DEMOLITION/RENOVATION - NCPH, RALEIGH (10 WORKING DAYS

PRIOR TO REMOVAL) - NA

·EROSION & SEDIMENT CONTROL (E&SC) PERMIT - NC DENR DEPT OF WATER QUALITY (DWQ) - NA

·GENERAL STORMWATER DISCHARGE - NA

·GEOTHERMAL (POSSIBLE COUNTY INVOLVEMENT) - NA

·SEPTIC SYSTEM (POSSIBLE COUNTY INVOLVEMENT) - NA

·STORMWATER MANAGEMENT - NA

5. ONUS PERMIT:

·WATER AND SANITARY SEWER - NA

6. COE SAFETY

·PERMIT REQUIRED CONFINED SPACE (PRCSS) - (SEE EM 385-1-1, DATED 2014,

PARA 34.A.06 (PAGE 791)

·HOT WORK PERMIT - (SEE EM 385-1-1, DATED 15 SEP 08, PARA 06.C.01 (PAGE 93)

AND PARA 10.C.01 (PAGE 207) FORT BRAGG FIRE DEPARTMENT. (SUBMIT 14

CALENDAR DAYS PRIOR TO WORK.)

4. LAMONT ROAD BORROW PIT

5. EROSION AND SEDIMENT CONTROL

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THE FORT BRAGG LAMONT CONSTRUCTION AND DEMOLITION (C&D) LANDFILL IS CLOSED TO

RECEIVING ANY C&D WASTE AND ASBESTOS WASTE.

ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR SUB TITLE “D” LANDFILL

OFF FORT BRAGG FOR THE DISPOSAL OF C&D AND ASBESTOS WASTE.

THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL WASTE DISPOSED AND

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 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. EMAIL TO JEFF SLOOP AT

JEFFERY.W.SLOOP.CTR@MAIL.MIL OR FAX TO (910)396-4188, ATTN: SOLID WASTE OFFICE.

THE LAMONT LANDFILL FACILITY WILL ACCEPT RECYCLABLES ITEMS.

1)CONCRETE, BRICK AND BLOCK

- 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 FT. 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 EXCEPT GROUND WOOD CHIPS

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 PLASTICS, STYROFOAM, WOOD, METAL, TRASH, ETC.

A LANDFILL USAGE PERMIT, FOR CONTRACTORS, SHALL BE OBTAINED FROM THE DIRECTORATE

OF PUBLIC WORKS, ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING

PROGRAM AT BLDG 3-1137, (910) 432-6412.

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.

SOLID WASTE AND RECYCLING NOTES

APPLY FERTILIZER/LIME AT RATES AS DETERMINED BY LABORATORY SOIL

ANALYSIS OF SOILS AT THE JOB SITE. IN THE ABSENCE OF THE SOIL ANALYSIS,

APPLY SOIL AMENDMENTS AT THE RATES INDICATED IN STEPS 2 AND 3.

1. AREA WILL BE TILLED TO 4" DEPTH.

2. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET, OR 1.5 TONS PER

ACRE.

3. APPLY 10-20 FERTILIZER AT A RATE OF 850 POUNDS PER ACRE OR 20

POUNDS PER 1000 SQUARE FEET. THE FERTILIZER SHOULD BE EITHER

SLOW TIME RELEASE OR APPLIED IN TWO APPLICATIONS, HALF AT TIME OF

PLANTING AND THE SECOND HALF AFTER PERMANENT SEED GERMINATES.

4. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4 INCHES

OF SOIL PRIOR TO SEEDING.

5. SEED MIX AND RATE:

FORT BRAGG SEEDING SPECIFICATION

PERMANENT SEEDING

"COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND 28 FEBRUARY

50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE (FESTUCA ARUNDINACEA)

25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED

25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), UNHULLED

"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST

50 POUNDS PER ACRE KENTUCKY 31 TALL FESCUE (FESTUCA ARUNDINACEA)

25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED

TEMPORARY SEEDING

"COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND 28 FEBRUARY

120 POUNDS PER ACRE WINTER WHEAT (TRITICUM SPELTA)

"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST

65 POUNDS PER ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA),

OR FOX TAIL MILLET (BRACHIARIA RAMOSUM)

SITE AREA

DESCRIPTION

1) GROUND STABILIZATION *

STABILIZATION

TIME FRAME

PERIMETER DIKES,

SWALES, DITCHES

AND SLOPES

7 DAYS

STABILIZATION TIME

FRAME EXCEPTIONS

NONE

HIGH QUALITY

WATER (HQW)

ZONES

7 DAYS NONE

SLOPES STEPPER

THAN 3:1

7 DAYS

IF SLOPES ARE 10' OR LESS IN

LENGTH AND ARE NOT STEEPER

THAN 2:1, 14 DAYS ARE

ALLOWED.

SLOPES 3:1 OR

FLATTER

14 DAYS

7-DAYS FOR SLOPES GREATER

THAN 50 FEET IN LENGTH

ALL OTHER AREAS

WITH SLOPES

FLATTER THAN 4:1

14 DAYS

NONE (EXCEPT FOR

PERIMETERS AND

HQW ZONES)

* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY

BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE

COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(b))

MAINTENANCE DURING ESTABLISHMENT PERIOD

MAINTENANCE OF THE SEEDED AREAS SHALL INCLUDE PROTECTING EMBANKMENTS

AND DITCHES FROM SURFACE EROSION; MAINTAINING EROSION CONTROL MATERIALS

AND MULCH; PROTECTING INSTALLED AREAS FROM TRAFFIC; MOWING; WATERING;

AND POST-FERTILIZATION.

MOWING

A. TURF AREAS; TURF AREAS SHALL BE MOWED TO A MINIMUM 3-INCH HEIGHT

WHEN THE TURF IS A MAXIMUM 4 INCHES HIGH. CLIPPINGS SHALL BE

REMOVED WHEN THE AMOUNT CUT PREVENTS SUNLIGHT FROM REACHING

THE GROUND SURFACE.

B. EROSION CONTROL AREAS: EROSION CONTROL AREAS SHALL BE MOVED TO

A MINIMUM 4 INCH HEIGHT WHEN THE PLANTS ARE MAXIMUM 8 INCHES HIGH.

CLIPPINGS SHALL BE REMOVED WHEN THE AMOUNT CUT PREVENTS

SUNLIGHT FROM REACHING THE GROUND SURFACE.

POST-FERTILIZATION

AFTER THE PERMANENT GRASS HAS BEEN ACCEPTED, AND BETWEEN THE DATES

OF APRIL 15 AND OCTORBER 15, APPLY 425 POUNDS OF FERTILIZER PER ACRE.

REPAIR OF REINSTALL

UNSATISFACTORY STAND OF GRASS PLANTS AND MULCH SHALL BE REPAIRED

OR REINSTALLED, AND ERODED AREAS SHALL BE REPAIRED UNTIL A

SATISFACTORY STAND OF GRASS RESULTS.

(Rv. 9 JUNE 2017)

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UP

GAS LINE

AREAS SHOWN WITH DIAGONAL

SHADING ARE NOT IN CONTRACT

X

1. EXTERIOR LEAD-BASED PAINT REMOVAL IS A PART OF BID

OPTION 1.

2. THIS DRAWING IS BASED ON REPORTS PROVIDED BY THE

GOVERNMENT TITLED "FOCUSED ASBESTOS SURVEY FOR

RENOVATION OF BUILDING 722 FORT BRAGG, NORTH

CAROLINA," DATED FEBRUARY 3, 2014; AND "LEAD-BASED

PAINT SURVEY OF BUILDING 722 FORT BRAGG, NORTH

CAROLINA," DATED AUGUST 8, 2015.

3. SEE ARCHITECTURAL DRAWINGS FOR GENERAL

DEMOLITION SCOPE OF WORK, AND MECHANICAL

DEMOLITION PLANS FOR ADDITIONAL INFORMATION.

4. SEE SPECIFICATION SECTION 02 82 00; 02 82 13.00 10; AND

02 03 19.13 10 FOR REQUIREMENTS.

5. CONTRACTOR SHALL ASSUME THAT ALL INSULATED

PIPING IS ASBESTOS-CONTAINING AND SHALL BE

REMOVED AS INDICATED IN THE SPECIFICATIONS.

6. THE CONTRACTOR WILL BE GIVEN FULL ACCESS TO THE

PROJECT AREA TO ACCOMPLISH THE WORK SHOWN ON

THIS SHEET. THE TIME THAT THE CONTRACTOR WILL BE

GIVEN FULL ACCESS WILL BE LIMITED TO THREE (3)

CONSECUTIVE CALENDAR DAYS. CONTRACTOR WILL BE

REQUIRED TO COORDINATE THESE THREE (3) DAYS, WITH

THE GOVERNMENT AND OBTAIN WRITTEN APPROVAL

PRIOR TO INITIATING WORK.

H-101

FLOOR PLAN - ABATEMENT

1/8"=1'-0"

1'

2'

4' 12'

SCALE 1/8"=1'-0"

8' 24'

H-101

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W P

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GENERAL NOTES THIS SHEET

KEYED NOTES THIS SHEET

H D

G N

FOR INFORMATION ONLY

WRAP AND CUT ASBESTOS-INSULATED PIPING (SHOWN DASHED)

AND DISPOSE OF AS INDICATED IN THE SPECIFICATIONS.

EXTERIOR METAL CORNER-BOARDS COATED WITH LEAD-BASED

PAINT. REMOVE AND DISPOSE OF LEAD PAINT AS INDICATED IN

THE SPECIFICATIONS. THIS IS PART OF BID OPTION 1.

AutoCAD SHX Text

AutoCAD SHX Text

HANGAR BAY

AutoCAD SHX Text 103A

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CUSTODIAL

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AutoCAD SHX Text

RESTROOM

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EAST SIDE

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OFFICE #3

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EAST SIDE

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OFFICE #2

AutoCAD SHX Text

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EAST SIDE

AutoCAD SHX Text

OFFICE #1

AutoCAD SHX Text 100B

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text 100A

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CORRIDOR

AutoCAD SHX Text 100C

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CORRIDOR

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ROOM

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MECH

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EAST SIDE

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OFFICE #4

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ABOVE

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MEZZANINE OFFICE

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(WEST SIDE)

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GENERAL OFFICE

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AND REPAIR

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PARACHUTE PACKING

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STORAGE

AutoCAD SHX Text T

AutoCAD SHX Text

TRUE NORTH

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PLAN NORTH

1/4

TYP

T/EXISTING SLAB

EL. SEE PLAN

STEEL TUBE,

SEE PLAN

(2) L6"x6"x5/16" x 0'-6"

W/ (2) 5/8" DIAM.

EXP. ANCHORS

(6" MIN. EMBED.)

CL

A

A

A

A

WALLS

WIND PRESSURE DIAGRAMS

REFER TO "COMPONENTS AND CLADDING"

TABLE FOR NOMINAL DESIGN PRESSURES

COMPONENTS AND CLADDING

ULTIMATE DESIGN PRESSURE SCHEDULE

COMPONENT ZONE

EFFECTIVE WIND

AREA (SF)

DESIGN PRESSURE (PSF)

POSITIVE

MRH = 45.5 ft.

A = 10'-0"

ROOF

ELEMENTS

>500

22.5 -35.7

17.8 -33.4

16.0 -32.4

16.0 -32.4

NOTES:

1. DESIGN WIND PRESSURES SHALL BE USED IN THE DESIGN OF ALL

COMPONENTS AND CLADDING ELEMENTS COMPRISING THE BUILDING

ENVELOPE.

2. REFER TO THE WIND PRESSURE DIAGRAM FOR ZONE LOCATIONS AND

EXTENTS.

3. POSITIVE PRESSURES ACT TOWARD COMPONENT SURFACES AND

NEGATIVE PRESSURES ACT AWAY FROM COMPONENT SURFACES.

4. LINEAR INTERPOLATION BETWEEN EFFECTIVE WIND AREAS MAY BE

USED TO OBTAIN THE REQUIRED COMPONENT AND CLADDING DESIGN

PRESSURE.

>500

2 -50.6

-45.6

-45.6

-62.1

A

A

A

A

>500

-91.9

-78.0

-72.0

-72.0

>500

-38.2

-36.5

-32.4

-42.339.0

>500

-44.0

-40.5

-32.4

-52.2

EXTERIOR

WALL

ELEMENTS

NEGATIVE

22.5

17.8

16.0

16.0

22.5

17.8

16.0

16.0

34.9

33.2

29.1

39.0

34.9

33.2

29.1

DESIGN CRITERIA CODES AND SPECIFICATIONS

1. INTERNATIONAL BUILDING CODE 2015.

2. ACI 318-14-BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE.

3. ACI 301-10–SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR

BUILDINGS.

4. ASCE/SEI 7-10–MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES.

DESIGN LOADS

WIND LOAD

BASIC WIND SPEED (ULTIMATE) . . . . . . . . . . . . . . . . . . . . . . . . 119 MPH BASIC WIND SPEED (ALLOWABLE) . . . . . . . . . . . . . . . . . . . . . . . 92.2 MPH

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

WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C

INTERNAL PRESSURE COEFFICIENTS . . . . . . . . . . . . . . . . . . . . . . +/- 0.18

1 2

A

25'-8" +/-

HSS 8"x8"x3/8", TYP

S-101

S-101

BOLLARD, TYP

0'-4" 25'-0" +/- CLEAR 0'-4"F

R O M

IN

S

ID

E

O F

W A L L

S-101

B/ 8x8 STL.

EL. = 20'-2"

HSS 8"x8"x1/4" HEADER @ 8x8 COL HSS 6"x6"x1/4" @ 6x6 COL

L6"x6"x5/16"x0'- 6"

CLIP ANGLE @

BOTH LOC

HSS COL, SEE PLAN

FOR SIZE TYP.

5/16" PLATE

5/16" PLATE

L4x4x3/8 KICKER @ 4'-0"

C/C TO POINT OF

STRUCTURE ABOVE

10'-0"+/- CLEAR @ NORTH

25'-0"+/- CLEAR @ SOUTH

HSS COL, SEE PLAN

FOR SIZE TYP.

B/ 6x6 STL.

EL. = 12'-2"

1/4

TYP

T/EXISTING SLAB

6"Ø PROTECTIVE

BOLLARD, TYP.

12"x12"x5/8" PLATE

W/ (4) 5/8"Ø EXP.

BOLTS (6" MIN

EMBED.)

1'-0" NOTE: APPLIES TO

INTERIOR AND EXTERIOR

BOLLARDS

NOTE: WHERE BOLLARD IS INSTALLED IN LOCATIONS WHERE EXISTING HANGAR

DOOR TRACK IS LOCATED, COORDINATE BOLTING PATTERN WITH TRACK

3 4

HSS 6"x6"x3/8", TYP

S-101

S-101

BOLLARD, TYP

10'-6" +/-

B

S-101

F R O M

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0 0'-6" 1' 2'

SCALE: 1" = 1'-0"

0 1' 2' 4'

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

1" = 1'-0"S-101

3 OHCD JAMB ANCHORAGE AT HSS TUBE

GENERAL STRUCTURAL NOTES

1.0 GENERAL

1.01 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC

CONDITIONS ONLY. FOR DETAILS NOT

SPECIFICALLY SHOWN, PROVIDE SIMILAR TO

THOSE SHOWN.

1.02 VERIFY ALL EXISTING CONDTIONS, DIMENSIONS,

AND ELEVATIONS BEFORE STARTING WORK.

NOTIFY CONTRACTING OFFICER OF ANY

DISCREPANCY AND COORDINATE ALL NEW STEEL

FABRICATIONS WITH EXISTING CONDITIONS.

1.03 THE DESIGN, ADEQUACY, AND SAFETY OF

ERECTION BRACING, SHORING, AND TEMPORARY

SUPPORTS, ETC. IS THE SOLE RESPONSIBILTY OF

THE CONTRACTOR.

1.04 COORDINATE STRUCTURAL CONTRACT DOCUMENTS

WITH ARCHITECTURAL, MECHANICAL, AND

ELECTRICAL. NOTIFY CONTRACTING OFFICER OF

ANY CONFLICT AND/OR OMISSION. CONTRACTOR

SHALL MAKE NO DEVIATION FROM DESIGN

DRAWINGS WITHOUT WRITTEN APPROVAL OF THE

CONTRACTING OFFICER. FOR ADDITIONAL

OPENINGS NOT SHOWN ON THE STRUCTURAL

DRAWINGS, SEE ARCHITECTURAL, MECHANICAL,

AND ELECTRICAL DRAWINGS.

2.0 STRUCTURAL STEEL

2.01 STRUCTURAL STEEL SHALL BE DETAILED,

FABRICATED, AND ERECTED ACCORDING TO AISC

"SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS", LATEST EDITION.

2.02 THE CONTRACTOR SHALL PROVIDE ADEQUATE

TEMPORARY SUPPORTS UNTIL ALL PERMANENT

BRACING IS IN PLACE.

2.03 COORDINATE WALL AND ROOF OPENINGS WITH

ARCHITECTURAL AND MECHANICAL PLANS.

2.04 STRUCTURAL STEEL TUBES SHALL COMPLY WITH

ASTM 500, GRADE B 46 KSI YIELD STRENGTH.

MISCELLANEOUS PLATES AND SHAPES MAY BE

ASTM 36.

2.05 CONNECTION BOLTS SHALL CONFORM TO ASTM

A325 (OR F1852 FOR TWIST-OFF TYPE BOLT

ASSEMBLIES), 3/4" MIN. DIAMETER UNLESS

NOTED OTHERWISE.

2.06 USE PRE-QULAIFIED WELDED JOINTS PER AISC

AND AWS D1.1 "STRUCTURAL WELDING CODE."

USE ONLY CERTIFIED WELDERS. ALL ELECTRODES

SHALL CONFORM TO AWS A5 GRADE E70XX.

2.07 CONTRACTOR SHALL FIELD VERIFY HEADERS AND

JAMBS BEFORE INSTALLATION AND COORDINATE

WITH ARCHITECTURAL DRAWINGS.

2.07 PAINT STRUCTURAL STEEL IN ACCORDANCE WITH

THE PROJECT SPECIFICATIONS. DO NOT PAINT

STEEL SURFACES TO BE ENCASED IN

CONCRETE, TO RECEIVE SPRAYED ON

FIREPROOFING, TO BE WELDED, OR TO RECEIVE

SLIP CRITICAL CONNECTIONS.

2.08 ALL EXPOSED STEEL ANGLES, EMBEDDED STEEL

PLATES AND OTHER EXPOSED METAL SECTIONS

SHALL BE HOT-DIPPED GALVANIZED IN

ACCORDANCE WITH ASTM A123. PLATES WHICH

ARE TO RECEIVE FIELD WELD SHALL NOT BE

GALVANIZED AND AFTER WELDING SHALL BE

COATED W/ ASTM A780 ZINC RICH PAINT SUCH

AS GALVAX COLD GALVANIZING COMPOUND (OR

APPROVED EQUAL) TO EQUIVALENT PROTECTION

OF HOT-DIPPED GALVANIZING.

1/8" = 1'-0"S-101

1 NEW OHCD OPENING PLAN - SOUTH HANGAR FACE

1/2" = 1'-0"S-101

4 NEW OHCD OPENING ELEVATION (TYP)

0 4' 8' 16'

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

1" = 1'-0"S-101

5 BOLLARD ANCHORAGE DETAIL

1/8" = 1'-0"S-101

2 NEW OHCD OPENING PLAN - NORTH HANGAR FACE

PLAN NORTH

TRUE NORTH

PLAN NORTH

TRUE NORTH

01 July 2018

CHARLOTTE | 704.295.4263

705 EAST MOREHEAD STREET, 28202

RALEIGH | 919.816.2907

3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848 AME Project No: 17083

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3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848 AME Project No: 17083

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3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848 AME Project No: 17083

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3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848 AME Project No: 17083

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THIS DOCUMENT

ORIGINALLY

ISSUED AND SEALED BY

STEPHEN B. TURNER,

028238, ON 07/01/2018.

THIS MEDIUM SHALL NOT BE

CONSIDERED A CERTIFIED

DOCUMENT.

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AutoCAD SHX Text X:\2017 Projects\17083 Fort Bragg - Dehumidification Hangar 722\Dwgs\Electrical\17083 E-001

AutoCAD SHX Text

2/22/2018 9:17:14 AM

AutoCAD SHX Text Greg Brown

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DESCRIPTION

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TYPE

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SYMBOL LEGEND

AutoCAD SHX Text JUNCTION BOX, PROVIDE STANDARD 4" SQUARE BY 1-1/2" DEEP BOX, UON. COORDINATE MOUNTING HEIGHT WITH CONTRACTING OFFICER PRIOR TO ROUGH-IN.

AutoCAD SHX Text J

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XXX

AutoCAD SHX Text SURFACE MOUNTED PANELBOARD. DESIGNATION AS NOTED. REFER TO PANEL/SWITCHBOARD SCHEDULES FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text BRANCH CIRCUIT, OR FEEDER WIRING, RUN IN CONDUIT AND CIRCUIT HOMERUN TO PANELBOARD INDICATED. SINGLE PHASE CIRCUIT SHALL CONTAIN 1 #12 PHASE CONDUCTOR, 1 #12 NEUTRAL CONDUCTOR AND 1 #12 GROUNDING CONDUCTOR IN 3/4" CONDUIT, MINIMUM. CONDUCTORS LARGER THAN #12, AND CONDUIT LARGER THAN 3/4", SHALL BE AS INDICATED. WHERE "MULTIPLE PHASED" ELECTRICAL LOADS ARE REQUIRED, PROVIDE ADDITIONAL PHASE AND NEUTRAL CONDUCTORS AS INDICATED. MULTIPLE SINGLE PHASE CONDUCTORS OR (1) 3 PHASE CURCUIT MAY BE GROUPED TOGETHER IN A COMMON CONDUIT AS ALLOWED AND IN ACCORDANCE WITH THE NEC. DO NOT INSTALL MORE THAN (3) PHASE CONDUCTORS, (1) NEUTRAL, AND (1) EQUIPMENT GND CONDUCTOR IN A SINGLE CONDUIT. WHEN MORE CONDUCTORS ARE INSTALLED IN A SINGLE CONDUIT E.C. SHALL PROVIDE DETAILED CALCULATIONS SHOWING COMPLIANCE WITH NFPA 70 FOR DERATING CONDUCTORS AND CONDUIT FILL. CONTRACTOR SHALL PROVIDE ADDITIONAL "SWITCH LEG" CONDUCTORS, AS REQUIRED TO ACHIEVE FIXTURE CONTROL INDICATED ON PLANS. PROVIDE DEDICATED NEUTRAL CONDUCTOR FOR EACH SINGLE POLE CIRCUIT BREAKER. GROUNDING CONDUCTORS SHALL BE SHARED IN ACCORDANCE WITH AND AS ALLOWED BY THE NEC. WHEN SHOWN DASHED, IT SHALL DENOTE WIRING UNDERGROUND OR ABOVE TILE CEILING OF FLOOR BELOW. CONDUITS SHOWN ARE DIAGRAMMATIC ONLY AND DO NOT REPRESENT ACTUAL CONDUIT ROUTING UNLESS SPECIFICALLY NOTED. CONTRACTOR TO DETERMINE CONDUIT ROUTING IN THE FIELD.

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1LA-3 (FOR EXAMPLE)

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GENERAL NOTES

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1. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE NFPA, NATIONAL ELECTRICAL CODE, UFC, AND IBC ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE NFPA, NATIONAL ELECTRICAL CODE, UFC, AND IBC REQUIREMENTS. 2. THE CONTRACTOR SHALL VISIT THE PREMISES AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE THE CONTRACTOR SHALL VISIT THE PREMISES AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND WORKING CONDITIONS. VERIFY ALL FIELD CONDITIONS INCLUDING LOCATION OF UTILITY LINES, STRUCTURES, AND ADVISE THE CONTRACTING OFFICER OF ANY DISCREPANCY THAT MAY PREVENT OR HINDER THE SPECIFIED WORK FROM BEING COMPLETED. 3. THE CONTRACTOR SHALL STUDY THE STRUCTURE AND FINISH AFFECTING HIS WORK AND SHALL COORDINATE HIS THE CONTRACTOR SHALL STUDY THE STRUCTURE AND FINISH AFFECTING HIS WORK AND SHALL COORDINATE HIS WORK ACCORDINGLY. THE CONTRACTOR SHALL PROVIDE ALL ACCESSORIES, HANGERS, AND ANCHORS AS NECESSARY TO MEET SUCH CONDITIONS WITHOUT ANY ADDITIONAL COST TO THE GOVERNMENT. 4. PRIOR TO ACCOMPLISHING ANY WORK IN ANY AREA, ALL WORK SHALL BE PLANNED AND COORDINATED WITH OTHER PRIOR TO ACCOMPLISHING ANY WORK IN ANY AREA, ALL WORK SHALL BE PLANNED AND COORDINATED WITH OTHER TRADES AND THE CONTRACTING OFFICER. ALL CONDUITS SHALL BE INSTALLED CONCEALED, UON. THE CONDUIT ROUTING SHALL BE COORDINATED WITH DUCT WORK, AND OTHER OBSTACLES SO AS TO PROVIDE THE MOST EFFICIENT AND AESTHETICALLY PLEASING INSTALLATION. 5. PROPERLY SUPPORT ALL WORK AND EQUIPMENT INSTALLED UNDER THIS CONTRACT. STUDY ALL DRAWINGS, PROPERLY SUPPORT ALL WORK AND EQUIPMENT INSTALLED UNDER THIS CONTRACT. STUDY ALL DRAWINGS, MANUFACTURER'S INSTRUCTIONS, UL LISTINGS, AND CATALOG DATA TO DETERMINE HOW EQUIPMENT ACCESSORIES, AND RELATED ITEMS ARE TO BE SUPPORTED, MOUNTED, OR SUSPENDED. PROVIDE ALL BOLTS, INSERTS, BRACKETS, SPACERS, STRUCTURAL SUPPORTS, AND ACCESSORIES FOR PROPER SUPPORT OF EQUIPMENT FURNISHED UNDER THIS CONTRACT. 6. PROVIDE GREEN EQUIPMENT GROUNDING CONDUCTOR WITH ALL FEEDER AND BRANCH CIRCUITS. PROVIDE GREEN EQUIPMENT GROUNDING CONDUCTOR WITH ALL FEEDER AND BRANCH CIRCUITS. 7. THE CONTRACTOR SHALL USE THE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS. DO NOT SCALE THESE PLANS. THE CONTRACTOR SHALL USE THE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS. DO NOT SCALE THESE PLANS. 8. COORDINATE MOUNTING HEIGHT AND LOCATION OF ALL WALL MOUNTED EQUIPMENT WITH ARCHITECTURAL ELEVATIONS. COORDINATE MOUNTING HEIGHT AND LOCATION OF ALL WALL MOUNTED EQUIPMENT WITH ARCHITECTURAL ELEVATIONS. 9. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. THE ELECTRICAL INSTALLATION SHALL BE FULLY COORDINATED WITH THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. THE ELECTRICAL INSTALLATION SHALL BE FULLY COORDINATED WITH ALL OTHER TRADES PRIOR TO ROUGH-IN BETWEEN THE ELECTRICAL WIRING AND DEVICES, ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL AND FIRE PROTECTION WORK.

AutoCAD SHX Text

ELECTRICAL ENERGY CODE SUMMARY

AutoCAD SHX Text (ASHRAE 90.1, LATEST EDITION ADOPTED) ELECTRICAL SYSTEM AND EQUIPMENT: METHOD OF COMPLIANCE: ASHRAE 90.1: (X) PRESCRIPTIVE ( ) PERFORMANCE (X) PRESCRIPTIVE ( ) PERFORMANCE LUMINAIRE SCHEDULE: LAMP TYPE REQUIRED IN LUMINAIRE N/A N/A NUMBER OF LAMPS IN LUMINAIRE N/A N/A BALLAST TYPE USED IN THE LUMINAIRE N/A N/A NUMBER OF BALLASTS IN LUMINAIRE N/A N/A TOTAL WATTAGE PER LUMINAIRE N/A N/A TOTAL INTERIOR WATTAGE ALLOWED VS. SPECIFIED N/A VS N/A N/A VS N/A EXTERIOR LIGHTING ZONE N/A N/A TOTAL EXTERIOR WATTAGE ALLOWED VS. SPECIFIED N/A VS N/A N/A VS N/A EXTERIOR LUMINAIRES >100 WATTS MUST HAVE A MINIMUM EFFICACY OF 60 LUMENS/WATT PROJECT TOTAL SQUARE FOOTAGE: N/A S.F. N/A S.F. NOTE - THE SCOPE OF WORK DOES NOT INCLUDE RENOVATION OF THE EXISTING LIGHT - THE SCOPE OF WORK DOES NOT INCLUDE RENOVATION OF THE EXISTING LIGHT FIXTURES AND THEREFORE THE ENERGY CODE REQUIREMENTS ARE NOT APPLICABLE.

AutoCAD SHX Text A

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AC

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AF

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AFF

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EF

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EC

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ETBD

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ETR

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ETBR

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AMPERE

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ALTERNATING CURRENT

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AMPERE FRAME

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ABOVE FINISHED FLOOR

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CONDUIT

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EXHAUST FAN

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ELECTRICAL CONTRACTOR

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G OR GND

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GF OR GFI

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KVA

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KW

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EXISTING TO BE DEMOLISHED

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EXISTING TO REMAIN

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EXISTING TO BE RELOCATED

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GROUND

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GROUND FAULT INTERRUPTER

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KILOVOLT AMPERES

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KILOWATTS

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AIC

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AMPERE INTERRUPTING CURRENT

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AMP

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AMPERE

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AWG

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AMERICAN WIRE GAUGE

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FPN

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FUSE/TRIP PER NAMEPLATE

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J-BOX

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JUNCTION BOX

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ABBREVIATIONS

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DESCRIPTION

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TYPE

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GC

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GENERAL CONTRACTOR

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EX.

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EXISTING

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HVAC

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HEATING, VENTILATION, AIR CONDITIONING

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EMT

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ELECTRICAL METALLIC TUBING

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CLG

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CEILING OR CEILING MOUNTED

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MCB

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MLO

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NEC

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OR PH

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RTU

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UON

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WP

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MAIN CIRCUIT BREAKER

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MAIN LUG ONLY

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PHASE

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ROOFTOP UNIT

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UNLESS OTHERWISE NOTED

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VOLT(S)

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WATTS OR WIRE

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WEATHERPROOF

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POLE

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MOCP

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MAXIMUM OVERCURRENT PROTECTION

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NATIONAL ELECTRICAL CODE

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N OR NEUT

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NEUTRAL

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NTS

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NOT TO SCALE

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OC

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ON CENTER

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PNL

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PANELBOARD

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SPD

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SURGE PROTECTION DEVICE

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TYP

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TYPICAL

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VFD

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VARIABLE FREQUENCY DRIVE

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DESCRIPTION

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TYPE

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MC

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MECHANICAL CONTRACTOR

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MCA

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MINIMUM CIRCUIT AMPACITY

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OHCD

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OVER HEAD COILING DOOR

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NIC

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NOT IN CONTRACT

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TRANSFORMER

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RTU

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ROOFTOP UNIT

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SQ

SQUARE

705 EAST MOREHEAD STREET, 28202

RALEIGH | 919.816.2907

3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848 AME Project No: 17083

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THIS DOCUMENT

ORIGINALLY

ISSUED AND SEALED BY

STEPHEN B. TURNER,

028238, ON 07/01/2018.

THIS MEDIUM SHALL NOT BE

CONSIDERED A CERTIFIED

DOCUMENT.

ED101

ELECTRICAL - FLOOR PLAN - DEMOLITION

1/8"=1'-0"

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HANGAR BAY

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CUSTODIAL

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RESTROOM

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EAST SIDE

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OFFICE #3

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EAST SIDE

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OFFICE #2

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EAST SIDE

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OFFICE #1

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CORRIDOR

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CORRIDOR

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ROOM

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MECH

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EAST SIDE

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OFFICE #4

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ABOVE

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MEZZANINE OFFICE

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(WEST SIDE)

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GENERAL OFFICE

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AND REPAIR

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PARACHUTE PACKING

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STORAGE

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AutoCAD SHX Text X:\2017 Projects\17083 Fort Bragg - Dehumidification Hangar 722\Dwgs\Electrical\17083 ED101

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2/22/2018 9:17:11 AM

AutoCAD SHX Text Greg Brown

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TRUE NORTH

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PLAN NORTH

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SCALE 1/8"=1'-0"

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1. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO REMOVE IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO REMOVE EXISTING EQUIPMENT AS REQUIRED TO ACCOMPLISH THE NEW WORK AS SHOWN OR REASONABLY IMPLIED. THE ELECTRICAL CONTRACTOR SHALL REFER TO THE NEW ARCHITECTURAL, FIRE PROTECTION, MECHANICAL, ELECTRICAL, ETC. PLANS FOR WORK SHOWN TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED. 2. WHEN REMOVING ELECTRICAL EQUIPMENT AND SYSTEMS, ALL PRECAUTIONS SHALL WHEN REMOVING ELECTRICAL EQUIPMENT AND SYSTEMS, ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT STRUCTURAL DAMAGE TO THE BUILDING. THE ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ANY STRUCTURAL SUPPORTS REQUIRED, TEMPORARY OR PERMANENT. 3. THE ELECTRICAL CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THAT THE ELECTRICAL CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THAT CONSTRUCTION INDICATED OR REASONABLY IMPLIED TO BE REMOVED SHALL BE DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. THE ELECTRICAL CONTRACTOR SHALL PROTECT ALL ADJACENT SURFACES AND MATERIALS AS REQUIRED TO PREVENT DAMAGE. 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL ELECTRICAL DEMOLITION AND CONSTRUCTION DEBRIS GENERATED. TAKE CARE TO PREVENT EXCESSIVE LOADING OF FLOOR ASSEMBLIES. 5. THE ELECTRICAL CONTRACTOR SHALL MEET WITH THE CONTRACTING OFFICER TO THE ELECTRICAL CONTRACTOR SHALL MEET WITH THE CONTRACTING OFFICER TO DISCUSS ALL SCHEDULED OUTAGES OF THE ELECTRICAL SYSTEM FOR DEMOLITION AND NEW CONSTRUCTION. ALL POWER INTERRUPTIONS, OUTAGES AND DEACTIVATIONS SHALL BE SCHEDULED IN WRITING WITH THE CONTRACTING OFFICER, 7 DAYS PRIOR TO THE SCHEDULED SHUTDOWN. THE CONTRACTOR SHALL CONFIRM SAID SHUTDOWN, IN WRITING, 2 DAYS PRIOR TO THE SCHEDULED SHUTDOWN. 6. WHEN EXISTING ELEMENTS OF ELECTRICAL EQUIPMENT AND SYSTEMS ARE REMOVED, WHEN EXISTING ELEMENTS OF ELECTRICAL EQUIPMENT AND SYSTEMS ARE REMOVED, ALL REMAINING OPENINGS IN THE SLAB/WALL SHALL BE FILLED IN BY THE GENERAL CONTRACTOR TO MATCH ADJACENT. 7. THE ELECTRICAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING THE ELECTRICAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION TO MAINTAIN THE INTEGRITY AND OPERATION OF EXISTING LIFE SAFETY AND EMERGENCY EGRESS EQUIPMENT. 8. THE ELECTRICAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING THE ELECTRICAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION TO MAINTAIN ACCESS TO ALL MEANS OF EGRESS CORRIDORS, DOORWAYS, AND STAIRS. 9. THE ELECTRICAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING THE ELECTRICAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION TO PERMIT AFFECTED AREAS TO CONTINUE TO FUNCTION TO THE GREATEST EXTENT POSSIBLE. 10. THE ELECTRICAL CONTRACTOR SHALL REMOVE EXISTING ELECTRICAL DEVICES, THE ELECTRICAL CONTRACTOR SHALL REMOVE EXISTING ELECTRICAL DEVICES, ASSOCIATED WIRING, AND CONDUIT BACK TO SOURCE OR NEAREST DEVICE TO REMAIN, UNLESS OTHERWISE NOTED. IF EXISTING CIRCUIT HAS DOWNSTREAM DEVICES TO REMAIN, ELECTRICAL CONTRACTOR SHALL REFEED THESE ITEMS ACCORDINGLY THROUGH ALTERNATE PATH. 11. THE ELECTRICAL CONTRACTOR SHALL DETERMINE THE EXTENT TO WHICH EXISTING THE ELECTRICAL CONTRACTOR SHALL DETERMINE THE EXTENT TO WHICH EXISTING CONDUIT AND THE WIRING WILL HAVE TO BE RE-ROUTED, RELOCATED, OR RECONNECTED, AND THE AMOUNT OF ADDITIONAL WORK WHICH MAY BE REQUIRED DUE TO THE PHYSICAL LOCATION OF THE CONDUIT AND WIRING SHALL BE PERFORMED UNDER THIS CONTRACT WITHOUT ADDITIONAL CHARGES TO THE GOVERNMENT. 12. PRIOR TO ANY DEACTIVATION OF DEMOLITION WORK, ARRANGE A CONFERENCE WITH PRIOR TO ANY DEACTIVATION OF DEMOLITION WORK, ARRANGE A CONFERENCE WITH GOVERNMENT REPRESENTATIVE IN THE FIELD TO INSPECT EACH OF THE ITEMS TO BE DEACTIVATED OR REMOVED. 13. NO WORK IN HATCHED AREAS. E.C. TO MAINTAIN ALL CIRCUITS IN THIS AREA NO WORK IN HATCHED AREAS. E.C. TO MAINTAIN ALL CIRCUITS IN THIS AREA DURING CONSTRUCTION. 14. ALL WORK SHOWN LIGHT AND SOLID IS EXISTING TO REMAIN, UON. ALL WORK ALL WORK SHOWN LIGHT AND SOLID IS EXISTING TO REMAIN, UON. ALL WORK SHOWN BOLD AND SOLID ON A NEW WORK PLAN IS NEW, UON. ALL WORK SHOWN BOLD AND DASHED ON A DEMOLITION WORK PLAN IS EXISTING TO BE DEMOLISHED, UON.

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GENERAL DEMOLITION NOTES

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1. DISCONNECT EXISTING CIRCUIT FROM ELECTRIC HEATER DISCONNECT EXISTING CIRCUIT FROM ELECTRIC HEATER AND REMOVE WIRE AND CONDUIT BACK TO SOURCE. RE-LABEL BREAKER IN PANEL AS SPARE.

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KEYED NOTES:

705 EAST MOREHEAD STREET, 28202

RALEIGH | 919.816.2907

3737 GLENWOOD AVENUE, SUITE 100, 27612

NC License No: C-2848 AME Project No: 17083

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THIS DOCUMENT

ORIGINALLY

ISSUED AND SEALED BY

STEPHEN B. TURNER,

028238, ON 07/01/2018.

THIS MEDIUM SHALL NOT BE

CONSIDERED A CERTIFIED

DOCUMENT.

EP101

ELECTRICAL - FLOOR PLAN - POWER

1/8"=1'-0"

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