VTANG_131_RTA_Drawings_April_2018.pdf

PDF 10 MB Posted May 4, 2018

Attached to: Burlington Air National Guard Base, South Burlington, VT
Solicitation number: W912WJ18B0010
Issued by: Department of the Army Corps of Engineers Engineering District New England

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Drawings 131

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File	Type	Posted
Abstract.pdf	PDF	Jun 13, 2018
VTANG_B130_Amendment_004_22MAY2018.pdf	PDF	Jun 7, 2018
VTANG_B360_Amendment_004_22MAY2018.pdf	PDF	Jun 7, 2018
Amendment_0008.pdf	PDF	Jun 7, 2018
Amd_0008_RFI_7__Attachment_Drawings.pdf	PDF	Jun 7, 2018
RFI_14_Response_Attachment_160_Reflected_Ceiling_Plan.pdf	PDF	Jun 5, 2018
Amendment_0007.pdf	PDF	Jun 5, 2018
W912WJ18B00100006.pdf	PDF	May 30, 2018
RFI_12_Response_Attachment_360_Existing_Structural_Drawings.pdf	PDF	May 29, 2018
RFI_6_Response_Attachment_160_Existing_Structural_Drawings.pdf	PDF	May 29, 2018
RFI_31_Response_Attachment__100_AMP_CART.pdf	PDF	May 29, 2018
Amendment_0005.pdf	PDF	May 29, 2018
VTANG_B132_Amendment_004_22MAY2018.pdf	PDF	May 25, 2018
VTANG_B131_Amendment_004_22MAY2018.pdf	PDF	May 25, 2018
W912WJ18B00100004.pdf	PDF	May 25, 2018
VTANG_B160_Amendment_004_22MAY2018.pdf	PDF	May 25, 2018
VTANG_B360_Amendment_004_22MAY2018.pdf	PDF	May 25, 2018
VTANG_B130_Amendment_004_22MAY2018.pdf	PDF	May 25, 2018
Amendment_0003.pdf	PDF	May 22, 2018
Amendment_0002.pdf	PDF	May 17, 2018
Amendment_0001.pdf	PDF	May 7, 2018
W912WJ18B0010.pdf	PDF	May 4, 2018
VTANG_160_RTA_Drawings_April_2018.pdf	PDF	May 4, 2018
VTANG_360_RTA_Drawings_April_2018.pdf	PDF	May 4, 2018
VTANG_132_RTA_Drawings_April_2018.pdf	PDF	May 4, 2018
Specifications.pdf	PDF	May 4, 2018
VTANG_130_RTA_Drawings_April_2018.pdf	PDF	May 4, 2018

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APRIL 6TH, 2018

READY TO ADVERTISE

Bldg 131

South Burlington, Vermont

158th Fighter Wing Vermont Air National Guard

CURZ152803 - F-35 ALTER POWER/HEAR BLDG 131

F-35 JSF BEDDOWN - PHASE 1

NOT FOR

CONSTRUCTION

92654

S c a le

F o r M ic ro fi lm in g

In c h e s

M il li m e te rs date detailed checkeddesigned project contract rev.drawing fileC O

U R

N S

M cD

O N

C O

N Y, IN

DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152803

F-35 ALTER POWER/HEAT

BUILDING 131

5 61 2 3 4

DG-001

SHEET INDEX

10/20/16

P. CONSTANZO P. CONSTANZO

R. THOMPSON

BLDG 131 - CIVIL/INFRASTURCTURE DRAWING LIST

SHEET NUMBER SHEET TITLE

GC101 LOCATION & VICINITY MAP

GC102 ACCESS & SAFETY PLAN

GC103 ACCESS & SAFETY NOTES

CD101 DEMOLITION PLAN

CS101 ENLARGED SITE PLAN

BLDG 131 - STRUCTURAL DRAWING LIST

SHEET NUMBER SHEET TITLE

S-001 GENERAL NOTES

S-002 LEGEND & ABBREVIATIONS

S-100 PAD PLAN AND ROOF FRAMING PLAN

S-300 MECHANICAL ROOF TOP UNIT DETAILS

S-301 STEEL SECTIONS AND DETAILS

BLDG 131 - ARCHITECTURAL DRAWING LIST

SHEET NUMBER SHEET TITLE

AG001 ARCHITECTURAL LEGEND & ABBREVIATIONS

A-001 OVERALL STRIPING PLAN

A-101 FLOOR & ROOF PLAN

A-201 EXTERIOR BUILDING ELEVATIONS

A-501 MISCELLANEOUS DETAILS

A-502 ROOF DETAILS

BLDG 131 - MECHANICAL DRAWING LIST

SHEET NUMBER SHEET TITLE

MP001 LEGEND AND ABBREVIATIONS

MP101 MECHANICAL AND PLUMBING NEW WORK PLAN

MP501 MECHANICAL PIPING & PLUMBING DETAILS & SCHEDULES

MP701 MECHANICAL CONTROLS

BLDG 131 - ELECTRICAL DRAWING LIST

SHEET NUMBER SHEET TITLE

E-001 ELECTRICAL SYMBOLS LEGEND AND ABBREVIATIONS

ED100 OVERALL POWER DEMOLITION PLAN

EG100 OVERALL GROUNDING PLAN

EG501 GROUNDING DETAILS

E-010 OVERALL HAZARDOUS LOCATION PLAN

E-100 OVERALL POWER PLAN

E-401 ELECTRICAL ENLARGED PLANS AND ELEVATIONS

E-601 ONE-LINE DIAGRAMS

E-602 PANELBOARD SCHEDULE

BLDG 131 - FIRE PROTECTION DRAWING LIST

SHEET NUMBER SHEET TITLE

FA001 FIRE ALARM SYMBOLS, LEGEND AND ABBREVIATIONS

FA101D FIRE ALARM DEMOLITION PLAN

FA101 FIRE ALARM PLAN

FA501 FIRE ALARM DETAILS

FA601 FIRE ALARM ONE-LINE DIAGRAM

FA602 FIRE ALARM CONTROL UNIT (FACU) MATRIX AND RELEASING SERVICE FIRE

ALARM CONTROL UNIT (RSFACU) MATRIX

FX001 FIRE SUPPRESSION NOTES, LEGEND, AND ABBREVIATIONS

FX101 FIRE SUPPRESSION PLAN

FX601 FIRE SUPPRESSION RISER DIAGRAM AND DETAILS

LS001 LIFE SAFETY NARRATIVE AND BUILDING CODE ANALYSIS

LS101 LIFE SAFETY PLAN

A 10/20/17 B.2 SUBMITTAL PC

B 12/12/17 B.3 SUBMITTAL PC

C 3/2/18 B.3 FINAL SUBMITTAL PC

D 4/6/18 RTA PC

BLDG 131 - TELECOMMUNICATIONS DRAWING LIST

SHEET NUMBER SHEET TITLE

T-001 COMMUNICATIONS LEGEND

T-101 COMMUNICATION CONDUIT ROUTING

T-501 COMMUNICATIONS DETAILS

M U

S T

A N

P A

S S

92654B131C-GC101.DWG

K. ROBERTSS. WAGNER

S. LUEHRS

DGC101

LOCATION & VICINITY MAP

9/22/16

NOT FOR

CONSTRUCTION

92654

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152803

F-35 ALTER POWER/HEAT

BUILDING 131

5 61 2 3 4

VICINITY MAP

SCALE: 1" = 200'

400'0 200'

PROJECT SITE

A 10/20/17 B.2 SUBMITTAL SEW

LOCATION MAP

SCALE: NTS

PROJECT LOCATION

VERMONT AIR NATIONAL GUARD

B 12/12/17 B.3 SUBMITTAL SEW

C 3/2/18 B.3 FINAL SUBMITTAL SEW

D 4/6/18 RTA SEW

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SENSITIVE

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LOCUS 2

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VT-CH-980

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LOOP

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PASS

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M U

S T

A N

P A

S S

BLDG 140

BLDG 310

BLDG 170

BLDG 360

BLDG 314

BLDG 300

BLDG

BLDG 150

NORTH GATE

BLDG

BLDG 315

BLDG 313

BLDG 336

BLDG 334

BLDG

MAIN GATE

BLDG

BLDG 160

PROJECT LOCATION

AND PRIMARY

CONTRACTOR

STAGING AREA

CONTRACTOR HAUL ROUTE

MAIN GATE

(NO CONTRACTOR ACCESS)

NATIONAL GUARD AVENUE

FALCON STREET

CONTRACTOR

PARKING AREA

(SEE NOTE 2)

NORTH GATE

(CONTRACTOR

ACCESS)

92654B131C-GC102.DWG

K. ROBERTSS. WAGNER

S. LUEHRS

DGC102

ACCESS & SAFETY PLAN

9/22/16

1. SEE SHEET GC103 FOR ACCESS & SAFETY NOTES.

2. CONTRACTOR PARKING AREA IS INTENDED FOR THREE PROJECTS, BUILDING

130, 131, AND 132 CONSTRUCTION. CONTRACTOR SHALL COORDINATE

NUMBER OF STALLS AND LOCATION WITHIN AREA WITH CONTRACTING

OFFICER.

NOTES:

NOT FOR

CONSTRUCTION

92654

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152803

F-35 ALTER POWER/HEAT

BUILDING 131

5 61 2 3 4

ACCESS & SAFETY PLAN

SCALE: 1" = 100'

100' 200'0

A 10/20/17 B.2 SUBMITTAL SEW

BLDG 360

BLDG 314

B 12/12/17 B.3 SUBMITTAL SEW

C 3/2/18 B.3 FINAL SUBMITTAL SEW

D 4/6/18 RTA SEW

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TAXIWAY E

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TAXIWAY F

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CLASS III WETLAND

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CLASS III WETLAND

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ARCHAEOLOGICALLY

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SENSITIVE

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PV ARRAY

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ARCHAEOLOGICALLY

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SENSITIVE

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LOCUS 1

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VT-CH-980

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CLASS III

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WETLAND

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ARCHAEOLOGICALLY

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SENSITIVE

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VT-CH-994

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LOOP

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PASS

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NOT FOR

CONSTRUCTION

92654

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152803

F-35 ALTER POWER/HEAT

BUILDING 131

5 61 2 3 4

92654B131C-GC103.DWG

DGC103

ACCESS & SAFETY NOTES

9/22/16

ACCESS AND STAGING:

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND DELIVERIES ARE ILLUSTRATED ON GC102

AND ARE SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE OFF-SITE HAUL ROUTES WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ACCESS

ROUTES AND HAUL ROUTES ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE CONTRACTING OFFICER AND MAY CHANGE BASED ON

OPERATIONAL REQUIREMENTS OF THE BASE.

2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL ROUTES IN A MANNER THAT ALLOWS

UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS AND EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO

EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.

3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF THE CLOSURE.

4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A

DAILY BASIS.

5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE

WITH THE CONTRACTING OFFICER.

6. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA FOR MATERIALS AND EQUIPMENT. LOCATION OF

CONTRACTOR'S STAGING SHALL BE AS ILLUSTRATED ON GC102 AND IS SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.

CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE STAGING AREA LOCATIONS AS SHOWN. CONTRACTOR'S STAGING AREA IS SUBJECT

TO CHANGE AT THE DIRECTION OF THE CONTRACTING OFFICER AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE

BASE.

7. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND VEHICLES SHALL BE PARKED IN THE STAGING

AREA.

8. CONTRACTOR SHALL PROVIDE AND INSTALL AT THE CONSTRUCTION ENTRANCE A PROFESSIONALLY PAINTED SIGN, MEETING

CONTRACTING OFFICER APPROVAL, TO DIRECT MATERIAL SUPPLIERS, EMPLOYEES, AND DELIVERIES TO THE CONSTRUCTION SITE. THE

SIGN SHALL READ “CONSTRUCTION VEHICLES ONLY - NO VENDORS ALLOWED.”

9. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CONTRACTING OFFICER REGARDING CONSTRUCTION

DELIVERIES PRIOR TO THOSE DELIVERIES. DELIVERIES SHALL BE SCHEDULED MONDAY-FRIDAY, 0800 TO 1500.

10. ALL CONTRACTOR VEHICLES AND PERSONNEL ARE SUBJECT TO SEARCH BY SECURITY WHEN ENTERING THE BASE AND MAY

EXPERIENCE DELAYS. ALL PERSONNEL MUST HAVE A CURRENT AND VALID PHOTO IDENTIFICATION PER BASE SECURITY

REQUIREMENTS, AND ALL VEHICLES MUST HAVE CURRENT AND VALID REGISTRATION AND INSURANCE.

11. ALL CONTRACTOR VEHICLES AND PERSONNEL SHALL BE RESPONSIBLE FOR COORDINATING WITH THE BASE SECURITY OFFICE IN

OBTAINING PROPER SECURITY CLEARANCE AND BADGING PRIOR TO ENTERING SECURE AREAS.

12. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO

THEIR ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE CONTRACTING OFFICER.

COORDINATION AND COMMUNICATION:

1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTING

OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL

TIMES WHILE WORK IS IN PROGRESS. THE PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE

CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S PRIMARY

CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE

PROVIDED. CONTRACTOR SHALL PROVIDE NAMES AND CONTACT INFORMATION OF REPRESENTATIVES TO THE CONTRACTING OFFICER

PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE

CONTRACTING OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE

CONTRACTING OFFICER.

3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S USE IN CASE OF AN EMERGENCY:

a. EMERGENCY 911

b. OWNER CONTRACTING OFFICER

c. OTHER CONTACTS AS DIRECTED AT PRE-CONSTRUCTION MEETING

TRAFFIC CONTROL:

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION WORK AREA AND ASSOCIATED ROADWAYS AREAS

BY USING BARRICADES APPROVED BY THE CONTRACTING OFFICER.

2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH

ARE CLEARLY VISIBLE. FOR VEHICLES/CRANES EXCEEDING THE HEIGHT OF B131, CONTRACTOR SHALL PROVIDE EACH VEHICLE WITH A

FLAG ATTACHED TO THE VEHICLE WHICH SHOULD BE AT LEAST 3 FEET SQUARE HAVING INTERNATIONAL ORANGE AND WHITE

CHECKERED PATTERN SO THAT THE FLAG IS EASILY VISIBLE.

3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE.

4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT-TO-REMAIN.

5. NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.

6. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 1 WEEK TO BASE AND THE CONTRACTING OFFICER FOR ROAD CLOSURE PRIOR

TO THE ROAD REQUIRING CLOSURE.

7. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES, THE CONTRACTOR SHALL REQUEST THE CONTRACTING

OFFICER TO SCHEDULE AN INSPECTION. NO ROADWAY OR PORTION OF THE AIRFIELD SHALL BE RE-OPENED UNTIL THE CONTRACTING

OFFICER HAS COMPLETED INSPECTION AND APPROVED THE RE-OPENING OF ACTIVE AREAS.

8. CONTRACTOR SHALL ATTEND ANY SPONSOR-MANDATED VEHICLE OPERATOR OR FOREIGN OBJECT DEBRIS/DAMAGE (FOD) CONTROL

TRAINING COURSE. COORDINATE WITH CONTRACTING OFFICER FOR CLASS SCHEDULE/FREQUENCY.

9. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION EQUIPMENT OR TRAFFIC SHALL BE REPAIRED TO

RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE CONTRACTING OFFICER.

EQUIPMENT AND STOCKPILE HEIGHT:

1. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY

FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR AC 150/5370-2E AND AC 150/5300-13 (CURRENT EDITIONS). WHEN

EQUIPMENT IS EXPECTED TO PENETRATE THE AIRFIELD APPROACH SURFACES OR WHEN CRANES WILL BE USED ON-SITE, CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 45 DAYS TO THE CONTRACTING OFFICER AND BASE OPERATIONS PRIOR TO THE

START OF CONSTRUCTION TO COORDINATE THE SUBMITTAL OF FAA FORM 7460-1 TO THE FAA REGIONAL OFFICE. PERMISSION TO USE

CRANES SHALL BE ISSUED BY BASE OPERATIONS AND THE CONTRACTING OFFICER AFTER APPROVAL BY THE FAA. ALL EQUIPMENT

SHALL COMPLY WITH ALL FAA ADVISORY CIRCULARS (CURRENT EDITIONS).

2. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE BOOMS OR ARMS LOWERED TO THEIR LOWEST ELEVATION.

3. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION MATERIALS, SPOILS, OR DEBRIS IN ANY AREA WHERE SUCH STOCKPILES WOULD

PENETRATE AVIATION SURFACES.

EXCAVATION AND TRENCHES:

1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA REGULATIONS AND THE STATE OF VERMONT LAWS

CONCERNING EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING, AND SHORING ARE PERFORMED IN A

MANNER THAT COMPLIES WITH LOCAL REGULATIONS AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS

FOR CONSTRUCTION.

3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH ORANGE BARRICADES WITH

FLASHING RED LIGHTS ACCEPTABLE TO THE CONTRACTING OFFICER.

4. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CONTRACTING OFFICER AND ASSOCIATED UTILITY COMPANIES

AND AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.

5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.

6. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY FOR PLACING THEREIN. AS SOON AS POSSIBLE AFTER

THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL AND COMPACT TRENCHES AS SPECIFIED.

OTHER SAFETY REQUIREMENTS:

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS, FEES AND LICENSES FOR

CONSTRUCTION AND EQUIPMENT.

3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS THROUGHOUT THE PROJECT AND REMEDY ANY SAFETY CONCERNS

IMMEDIATELY.

4. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE PROPERTY. ANY TEMPORARY WASTE AREA SHALL BE APPROVED BY THE

CONTRACTING OFFICER AND SHALL BE KEPT IN AN ORDERLY CONDITION. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS

SUBJECT TO THE DIRECTION OF THE CONTRACTING OFFICER.

5. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY GOVERNMENT-OWNED EQUIPMENT WITH THE CONTRACTING OFFICER.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS WITH STATE AND LOCAL AUTHORITIES AND SUBMITTING

DOCUMENTS FOR PERMITTING FOR EROSION, SEDIMENT CONTROL, AND STORMWATER POLLUTION PREVENTION.

7. EROSION CONTROL DEVICES SHALL BE USED FOR THE, STAGING AREA, AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO

CONTROL EROSION AND STORM WATER RUNOFF.

8. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WIND OR JET BLAST

CONDITIONS.

9. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE

TO BASE OPERATIONS. THE CONTRACTOR SHALL CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL ROUTE OR WORK

AREA REGARDLESS OF SOURCE.

10. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM CONSTRUCTION PERSONNEL AND ACTIVITIES SHALL BE REMOVED

FROM THE PROJECT LIMITS.

11. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S OPERATIONS OR ACTIVITIES SHALL BE

PROPERLY DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS AND PROPERLY

REMOVED FROM THE PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING CONSTRUCTION

ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

12. FAILURE TO COMPLY WITH BASE OPERATIONS AND THE CONTRACTING OFFICER SAFETY REQUIREMENTS SHALL RESULT IN THE

SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE ADDRESSED BY THE CONTRACTOR TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

13. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN OR BASE OPERATIONS SHALL IMMEDIATELY BE REMOVED

FROM THE WORK AREA AND SHALL NOT BE PERMITTED TO RETURN THROUGHOUT THE REMAINDER OF THE PROJECT.

CONTRACTOR PERMITTING REQUIREMENTS:

1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORM WATER PERMIT FOR LAND DISTURBANCE OF MORE THAN 1 ACRE PRIOR TO

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH LOCAL AUTHORITIES TO COMPLETE AND SUBMIT THE

STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR APPROVAL. LOCAL AUTHORITIES INCLUDE BUT ARE NOT LIMITED TO

COUNTY AND CITY STORMWATER MANAGEMENT GROUPS. CONTRACTOR SHALL COORDINATE ALL ENVIRONMENTAL AND STORM

WATER CORRESPONDENCE, DOCUMENTATION, AND PERMITTING WITH CONTRACTING OFFICER. THE STORMWATER PERMITTING

PROCESS MAY INCLUDE THE FOLLOWING:

a. SUBMIT STORM WATER QUALITY PERMIT APPLICATION FEE.

b. SUBMIT NPDES GENERAL CONSTRUCTION PERMIT.

c. SUBMIT STORM WATER POLLUTION PREVENTION PLAN.

d. SUBMIT AFFIDAVIT STATING PROPERTY OWNER'S COMMITMENT TO COMPLY WITH STORM WATER QUALITY MANAGEMENT PLAN

AND LOCAL REGULATIONS FOR STORM WATER QUALITY MANAGEMENT.

e. SUBMIT COPY OF APPROVED PROJECT DRAWING SET TO CONTRACTING OFFICER.

2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATORY

REQUIREMENTS. THE PERMITTING PROCESS MAY INCLUDE THE SUBMISSION OF THE FOLLOWING TYPES OF PERMITS:

a. EROSION AND SEDIMENT CONTROL.

b. STORMWATER MANAGEMENT

c. WATER POLLUTION

d. CLEARING

e. DIGGING

f. AIR EMISSIONS

g. DRINKING WATER

h. NOISE ABATEMENT

i. AIRPORT HAZARD/AIRFIELD SAFETY CLEARANCES (7460-1)

EXISTING CONDITIONS NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS.

UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK

COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER BEFORE

ANY FURTHER WORK COMMENCES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND

TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK

LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO BEGINNING WORK.

CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER AND ALL ASSOCATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE

LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF

MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING

CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF OPERATIONAL PLANS. IN THE EVENT AN

UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE CONTRACTOR'S

OPERATIONS SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING DEMOLITION AND CONSTRUCTION. THE

CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF THE CONTRACTING OFFICER.

A 10/20/17 B.2 SUBMITTAL SEW

B 12/12/17 B.3 SUBMITTAL SEW

C 3/2/18 B.3 FINAL SUBMITTAL SEW

D 4/6/18 RTA SEW

G G G G

GGG G

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92654B131C-CD101.DWG

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DEMOLITION PLAN

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VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152803

F-35 ALTER POWER/HEAT

BUILDING 131

5 61 2 3 4

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE

DISPOSED OF OFF BASE.

2. THE DIVERSION RATE GOAL FOR THE BASE IS 60% DIVERSION RATE OF

CONSTRUCTION AND DEMOLISH MATERIALS FROM LANDFILLS COORDINATE WITH

CONTRACTING OFFICER.

3. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE

FOLLOWING MATERIALS: AGGREGATE, CONCRETE, ASPHALT, MASONRY,

FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND MISCELLANEOUS

STRUCTURES. LARGE PIECES OF MATERIAL MAY NEED TO BE CRUSHED AND/OR

BROKEN UP FURTHER IN ORDER TO BE HAULED AWAY TO THE WASTE DISPOSAL

SITE.

4. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE

REPAIRED OR REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE

GOVERNMENT.

5. ALTHOUGH NOT ANTICIPATED SPECIAL HANDLING AND CONSIDERATION SHALL

BE REQUIRED FOR EXCAVATED SOILS THOUGHT TO CONTAIN

PETROLEUM-BASED/CONTAMINATED/HAZARDOUS SUBSTANCES. CONTRACTOR

SHALL PERIODICALLY MONITOR EXCAVATED SOILS. SOILS SHALL BE TREATED

ON SITE OR DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL FEDERAL,

STATE, AND LOCAL REQUIREMENTS AND THE PROJECT SPECIFICATIONS.

CONTRACTOR SHALL PAY FOR AND COORDINATE REMOVAL OF

PETROLEUM-BASED/CONTAMINATED/HAZARDOUS MATERIALS WITH

CONTRACTING OFFICER.

DEMOLITION PLAN

SCALE: 1" = 10'

10' 20'0

BUILDING 130

BUILDING 131

AIRFIELD APRON

PROJECT BY OTHERS

EXISTING UNDERGROUND

ELECTRICAL (DO NOT DISTURB)

EXISTING NATURAL

GAS LINE

(DO NOT DISTURB)

EXISTING WATER LINE

(DO NOT DISTURB)

EXISTING

UNDERGROUND COMM

LINE (DO NOT DISTURB)

A 10/20/17 B.2 SUBMITTAL SEW

EXISTING WATER LINE

(DO NOT DISTURB)

LEGEND:

PAVEMENT MARKING REMOVAL

EXISTING COMM LINE

(DO NOT DISTURB)

EXISTING GROUNDING

LOOP (DO NOT DISTURB)

B 12/12/17 B.3 SUBMITTAL SEW

COMM AND ELEC DUCT

BANK (BY OTHERS)

C 3/2/18 B.3 FINAL SUBMITTAL SEW

D 4/6/18 RTA SEW

AutoCAD SHX Text

92654B131C-CS101.DWG

DCS101

ENLARGED SITE PLAN

9/22/16

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CONSTRUCTION

92654

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152803

F-35 ALTER POWER/HEAT

BUILDING 131

5 61 2 3 4

GENERAL SITE NOTES:

1. SEE STRUCTURAL DRAWINGS FOR MISCELLANEOUS SITE EQUIPMENT AND PADS.

2. SEE ARCHITECTURAL DRAWINGS FOR STRIPING LOCATION INSIDE BUILDING 131.

ENLARGED SITE PLAN

SCALE: 1" = 10'

10' 20'0

BUILDING 131

BUILDING 130

AIRCRAFT APRON

PROJECT BY OTHERS

AIRCRAFT APRON

PROJECT BY OTHERS

A 10/20/17 B.2 SUBMITTAL SEW

TAXILINE STRIPING

OUTSIDE BUILDING FACE

BY APRON CONTRACTOR

TAXILINE STRIPING

OUTSIDE BUILDING FACE

BY APRON CONTRACTOR

SEE ARCHITECTURAL

SHEETS FOR

CENTERLINE

B 12/12/17 B.3 SUBMITTAL SEW

C 3/2/18 B.3 FINAL SUBMITTAL SEW

D 4/6/18 RTA SEW

GENERAL NOTES:

1. GENERAL:

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

TO MEET SPECIFIC REQUIREMENTS AND TO SUPPLEMENT THE CONTRACT

SPECIFICATIONS. THESE NOTES NEITHER REPLACE NOR OVERRIDE THE

PROVISIONS AND REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

B. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWN

ON ALL OTHER DRAWINGS.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION AND

REPORT ANY DISCREPANCIES FROM THE CONTRACT DRAWINGS

TO THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR

TO COMMENCING WITH WORK. SCALING OF WORKING DIMENSIONS FROM THE

STRUCTURAL DRAWINGS IS PROHIBITED.

D. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS

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

BRACING. CONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURE

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

VISITS TO THE SITE BY THE CONTRACTING OFFICER'S

REPRESENTATIVE SHALL NOT RELIEVE THE CONTRACTOR OF SUCH RESPONSIBILITY.

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

DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME

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

THE APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE.

WHERE SECTIONS VARY, CONTRACTOR SHALL PROVIDE FOR SMOOTH TRANSITIONS

BETWEEN THEM, UNLESS NOTED OTHERWISE.

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

WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE.

G. WHERE NEW STRUCTURE CONFLICTS WITH EXISTING ARCHITECTURAL/MECHANICAL/

ELECTRICAL/FIRE PROTECTION SYSTEMS TO REMAIN, EXISTING SYSTEMS SHALL BE

DISCONNECTED AND RELOCATED TO ACCOMMODATE NEW STRUCTURE. CONTRACTOR

SHALL ACCOUNT FOR ALL MODIFICATIONS REQUIRED FOR EXISTING SYSTEMS TO BE

DISCONNECTED, RECONNECTED AND OPERATE AS REQUIRED BY OTHER DISCIPLINE DRAWINGS.

2. DESIGN STANDARDS

A. PRINCIPAL CODE OF RECORD: INTERNATIONAL BUILDING CODE 2015.

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

C. ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2014.

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

STRUCTURES, 2013.

E. AISC 325, STEEL CONSTRUCTION MANUAL, 14th EDITION, 2011.

F. AISI COLD-FORMED STEEL DESIGN MANUAL, 2012.

G. UFC 3-301-01 STRUCTURAL ENGINEERING, 20 JUNE 2016

H. UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 9 FEBRUARY 2012

I. INTERNATIONAL EXISTING BUILDING CODE, 2015

C. WIND LOAD PER ASCE 7-10

1. ULTIMATE DESIGN WIND SPEED: 115 MPH 3-SECOND GUST.

2. NOMINAL DESIGN WIND SPEED: 89 MPH 3-SECOND GUST.

3. RISK CATEGORY: II

4. BUILDING CONDITION: PARTIALLY ENCLOSED.

6. TOPOGRAPHIC FACTOR: 1.0.

D. SEISMIC LOAD PER ASCE 7-10

1. MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE

ACCELERATIONS Ss = 0.355, S1 = 0.105.

2. DESIGN EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS Sds = 0.357, Sd1 = 0.151.

3. RISK CATEGORY: II.

4. SITE CLASS: D.

5. SEISMIC DESIGN CATEGORY: C.

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

CONFORM TO THE FOLLOWING PROVISIONS, UNLESS NOTED OTHERWISE.

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

THEM SHALL BE CONSIDERED TOP REINFORCEMENT AND SHALL HAVE

MINIMUM STRAIGHT EMBEDMENT AND LAP SPLICE LENGTHS INCREASED BY

NOT LESS THAN 30% OVER THOSE GIVEN ABOVE.

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

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

g. PROVIDE ADDITIONAL REINFORCEMENT AT ALL OPENINGS AND CORNER BARS AT

ALL INTERSECTING GRADE BEAMS, WALLS, AND CURBS IN ACCORDANCE WITH THE

STANDARD DETAILS, UNLESS NOTED OTHERWISE.

5. JOINTS

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

JOINTS AS INDICATED OR SPECIFIED, OR OTHERWISE APPROVED BY THE

CONTRACTING OFFICER.

b. SURFACES OF ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS SHALL BE

CLEANED OF LAITANCE AND SHALL EXPOSE CLEAN COARSE AGGREGATE SOLIDLY

EMBEDDED IN MORTAR MIX. JUST PRIOR TO DEPOSITING CONCRETE, SURFACE OF

CONSTRUCTION JOINT SHALL BE THOROUGHLY CLEANED AND WETTED.

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

EXISTING CONCRETE. IN ADDITION, EXISTING CONCRETE SURFACE SHALL BE

ADEQUATELY PREPARED BY APPLICATION OF A BONDING AGENT.

d. PROVIDE WATERSTOPS AT CONCRETE JOINTS WHERE INDICATED ON THE

CONTRACT DRAWINGS.

3. SPECIAL INSPECTIONS

A. DUE TO MINOR NATURE OF WORK, SPECIAL INSPECTIONS NOT REQUIRED.

4. DESIGN LOADS

A. RISK CATEGORY: II PER UFC 3-301-01.

B. EQUIPMENT LOADS

1. AS INDICATED FOR EQUIPMENT WEIGHING IN EXCESS OF 300 LBS. FRAMING AND

FOUNDATIONS ARE DESIGNED FOR EQUIPMENT WHICH SATISFIES THE CONTRACT

SPECIFICATIONS.

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

REQUIRES STRUCTURAL CHANGES FOR ANY OTHER REASON, CONTRACTOR SHALL

PROVIDE ENGINEERING DESIGN CALCULATIONS AND ADDITIONAL STRUCTURAL

WORK NECESSARY TO SUPPORT ALL LOADS IN ACCORDANCE WITH THE DESIGN

STANDARDS SPECIFIED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND WITH

NO INCREASE IN CONTRACT TIME.

6. MATERIALS: SEE THE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTS

AND COMPLY WITH ALL APPLICABLE OSHA REGULATIONS

A. REINFORCED CONCRETE:

1. REINFORCED CONCRETE SHALL BE PREPARED AND PLACED IN

ACCORDANCE WITH ACI MANUAL OF CONCRETE PRACTICE.

2. CONCRETE

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

b. INTERIOR SLABS WITH TROWEL FINISH SHALL NOT HAVE AIR ENTRAINMENT.

3. FORMWORK

a. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL

ADEQUACY, AND CONSTRUCTION OF ALL CONCRETE FORMWORK IN ACCORDANCE

WITH THE CONTRACT SPECIFICATIONS.

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

DRAWINGS OR IN THE CONTRACT SPECIFICATIONS.

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

SHALL BE SLEEVED, UNLESS NOTED OTHERWISE. SEE OTHER DISCIPLINE

DRAWINGS FOR SLEEVE DETAILS.

CONTRACTOR SHALL PROVIDE MEASURES TO ENSURE THAT SLEEVES REMAIN

FREE OF DEBRIS AND WATER DURING CONSTRUCTION.

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

NOTED OTHERWISE.

e. WITH THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE CONTRACTING OFFICER'S

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

UNDISTURBED NATIVE SOIL. PROVIDE A MINIMUM EXCAVATION WIDTH 4" GREATER

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

4. REINFORCING STEEL

a. BARS: ASTM A615 GRADE 60.

b. WELDED WIRE REINFORCEMENT: ASTM A1064.

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

REINFORCED" OR "UNREINFORCED".

d. CONTRACTOR SHALL DETAIL AND PLACE ALL REINFORCEMENT IN ACCORDANCE

WITH ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL OF STANDARD PRACTICE.

e. MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT SHALL BE AS

FOLLOWS, UNLESS NOTED OTHERWISE:

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

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

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

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

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

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

B. STRUCTURAL STEEL:

1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC STEEL

CONSTRUCTION MANUAL, 14th EDITION.

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

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

ELEMENTS AND CONNECTIONS ARE COMPLETELY INSTALLED.

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

4. OTHER SHAPES, PLATES, AND THREADED RODS

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

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

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

Fy = 50 KSI.

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

7. BOLTS

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

b. FRAMING CONNECTIONS: SNUG-TIGHTENED JOINTS

WITH STANDARD HOLES, UNLESS NOTED OTHERWISE.

c. ON ONE SIDE OF EACH DOUBLE CONNECTION OF BEAMS TO A COLUMN WEB OR A

GIRDER WEB DIRECTLY OVER A COLUMN, PROVIDE A TEMPORARY SEAT ANGLE

ATTACHED TO COLUMN OR GIRDER WEB AND TO BOTTOM FLANGE OF BEAM. MINIMUM

SEAT CONNECTION SHALL BE L4x3x3/8 LLH WITH TWO 3/4" DIAMETER A307 OR A325-ST

BOLTS EACH LEG. SINGLE AND DOUBLE STAGGERED CONNECTIONS ARE PROHIBITED

WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE STRUCTURAL ENGINEER OF

RECORD.

9. WELDING: IN ACCORDANCE WITH AWS D1.1 USING E70 ELECTRODE.

10. ALL DOUBLE ANGLE MEMBERS SHALL HAVE SPACER PLATES TO COMPLY WITH AISC

PARAGRAPH E6.2.

a. THICKNESS: TO MATCH END GUSSET PLATES.

b. MINIMUM ATTACHMENT: CONNECT TO HEEL AND TOE OF EACH ANGLE USING 3/16" x 1"

LONG FILLET WELDS.

11. HEADED STUDS

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

b. ALL STUDS LOCATED SO AS TO OBSTRUCT WALKING SURFACES OF BEAMS OR JOISTS

SHALL BE FIELD INSTALLED.

12. ANCHOR BOLTS

a. ASTM F1554 GRADE 36.

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

POSITION WHILE PLACING

CONCRETE. PROTECT IN-PLACE ANCHOR BOLTS FROM CONSTRUCTION ACTIVITY.

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

OF THE STRUCTURAL ENGINEER OF RECORD:

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

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

ARE INDICATED.

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

13. POST-INSTALLED ANCHORS

a. CONCRETE ANCHORS: CARBON STEEL MANUALLY EXPANDED WEDGE

TYPE, UNLESS NOTED OTHERWISE.

b. ADHESIVE ANCHORS: ASTM A36 CARBON STEEL THREADED ROD WITH VINYL URETHANE

METHACRYLATE RESIN ADHESIVE, UNLESS NOTED OTHERWISE.

c. MASONRY ANCHORS: ASTM A36 CARBON STEEL

THREADED ROD WITH CYLINDRICAL WIRE MESH SCREEN TUBE AND INJECTABLE HYBRID

ADHESIVE, UNLESS NOTED OTHERWISE.

14. GROUT: CEMENTITIOUS NONSHRINK.

NOT FOR

CONSTRUCTION

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VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152803

F-35 ALTER POWER/HEAT

BUILDING 131

W9133L-15-D-0003/ZT01

5 61 2 3 4

DS-001

GENERAL NOTES

09/30/16

P. MANIS W. BAILEY

C. MCGEE

A 10/20/17 B.2 SUBMITTAL PM

B 12/12/17 B.3 SUBMITTAL PM

C 3/2/18 B.3 FINAL SUBMITTAL PM

D 04/06/18 RTA PM

ELEVATION CALLOUT EXAMPLEDETAIL CALLOUT EXAMPLESECTION CALLOUT EXAMPLE

SECTION, DETAIL, AND ELEVATION

SYMBOL IDENTIFIERS

DRAWING SEQUENCE NUMBER

INDICATES WHERE TITLE IS

LOCATED (MAY NOT BE

PRESENT IF CALLOUT AND

TITLE ARE ON THE SAME

DRAWING)

LETTER OR

NUMBER

DESIGNATOR

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR

(MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE

ON DRAWINGS WITHIN

THE SAME DISCIPLINE)

THE WORD "SECTION" MAY BE REPLACED

WITH "ELEVATION" OR "DETAIL"

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

S-001

SECTION, DETAIL, AND ELEVATION

IDENTIFICATION SYSTEM

S-001 A1

S-001

NOT FOR

CONSTRUCTION

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152803

F-35 ALTER POWER/HEAT

BUILDING 131

W9133L-15-D-0003/ZT01

5 61 2 3 4

DS-002

LEGEND & ABBREVIATIONS

XX/XX/XX

P. MANIS W. BAILEY

C. MCGEE

SCALE: 3/4" = 1'-0"A1

SECTION

OZ OUNCE

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PEMP PRE-ENGINEERED METAL BUILDING

PEN PENETRATE

PERIM PERIMETER

PERP PERPENDICULAR

PJNT PROJECTION

PL PLATE

PLC PLACES

PREFAB PREFABRICATED

PS PIPE SUPPORT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RISER

RAD RADIUS

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCE

REQD REQUIRED

REV REVISION

RM ROOM

S SOUTH

SB SHEAR BAR

SCHED SCHEDULE

SE SOUTHEAST

SECT SECTION

SF SWAY FRAME

SH SHEET

SIM SIMILAR

SLO SHORT LEG OUTSTANDING

SLP SLOPE

SLV SLEEVE

SP SPACE

SPEC SPECIFICATION

SQ SQUARE

SST STAINLESS STEEL

STD STANDARD

STIF STIFFENER

STIR STIRRUP

STL STEEL

STR STRAIGHT

STRL STRUCTURAL

STRUC STRUCTURAL

SW SOUTHWEST

SYMM SYMMETRICAL

T TON

T&B TOP AND BOTTOM

T/ TOP OF

T/C OR

TOC

TOP OF CONCRETE

T/P TOP OF PIER

T/STL OR

TOS

TOP OF STEEL

TEMP TEMPORARY

THD THREAD

THK THICK

THRU THROUGH

TOB TOP OF BOLT

TOG TOP OF GRATING

TOS OR

T/S

TOP OF STEEL

TRD TREAD

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VAR VARIES

VEF VERTICAL EACH FACE

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WD WIDE

WDT WIDTH

WP WORK POINT

WS WATERSTOP

WT WEIGHT

WWF WELDED WIRE FABRIC

FAB FABRICATE

FD FLOOR DRAIN

FDN FOUNDATION

FF FAR FACE

FL FLOOR

FLG FLANGE

FNSH FINISH

FS FAR SIDE

FT FEET

FUT FUTURE

GA GAGE

GALV GALVANIZE

GB GRADE BEAM

GHSE GREENHOUSE

GND GROUND

GR GRADE

GRTG GRATING

H SLAB THICKNESS

HDHSE HEADHOUSE

HEF HORIZONTAL EACH FACE

HEX HEXAGON

HG HIGH

HH HEADHOUSE

HK HOOK

HORIZ HORIZONTAL

HPT HIGH POINT

HR HAND RAIL

HS HIGH STRENGTH

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IF INSIDE FACE

IJ ISOLATION JOINT

IN INCHES

INTR INTERIOR

INVT INVERT

IR INSIDE RADIUS

JT JOINT

KB KNEE BRACE

KPL KICK PLATE

KSI KIPS PER SQUARE INCH

L ANGLE

LAD LADDER

LB POUND

LD DEVELOPMENT LENGTH

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLO LONG LEG OUTSTANDING

LLV LONG LEG VERTICAL

LNTL LINTEL

LONG LONGITUDINAL

LPT LOW POINT

LS LAP SPLICE

LVL LEVEL

MATL MATERIAL

MAX MAXIMUM

MC MOMENT CONNECTION

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MK MARK

MO MASONRY OPENING

N NORTH

NA NOT APPLICABLE

NE NORTHEAST

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

# POUNDS OR NUMBER

% PERCENT

& AND

@ AT

AA ALUMINUM ASSOCIATION

AB ANCHOR BOLT

ABT ABOUT

ACI AMERICAN CONCRETE INSTITUTE

ADH ADHESIVE

AGGR AGGREGATE

AHR ANCHOR

AISI AMERICAN IRON AND STEEL INSTITUTE

AL ALUMINUM

ALTN ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECT

ASTM AMERICAN SOCIETY FOR TESTING OF

MATERIALS

AWS AMERICAN WELDING SOCIETY

B/P BASE OF PIER

BC BOLT CIRCLE

BETW BETWEEN

BLDG BUILDING

BM BEAM

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BRKT BRACKET

C/C CENTER TO CENTER

CAP CAPACITY

CF CUBIC FEET

CHKR CHECKER

CIR CIRCLE

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLJ CONTROL JOINT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONCRETE OPENING

COL COLUMN

COMP COMPRESSION

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CONTR CONTRACT

COORD COORDINATE

COR CORNER

COTR CONTRACTING OFFICER

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CTR CENTER

CTRD CENTERED

CY CUBIC YARD

DBL DOUBLE

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DK DECKING

DL DEAD LOAD

DN DOWN

DWG DRAWING

DWL DOWEL

E EAST

EA EACH

ED EQUIPMENT DRAIN

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EQ EQUAL

EQ SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

A 10/20/17 B.2 SUBMITTAL PM

B 12/12/17 B.3 SUBMITTAL PM

DEMOLISH ROOF MATERIAL

TO ACCOMMODATE NEW POSTS

F A

L L R

E S

T R

T T

R A

C K

FALL RESTRAINT NOTES:

1. SEE SPECIFICATION 11 01 50 FOR FALL

RESTRAINT REQUIREMENTS.

2. FALL RESTRAINT RAIL SHALL CONNECT

TO PRIMARY ROOF RIGID FRAMES ONLY.

3. BASIS OF DESIGN: TRUSSED ENCLOSED TRACK.

4. TRACK ELEVATION OF 25'-3" ABOVE SLAB

SHALL BE BASED ON THE HIGHEST POINT

OF THE SLAB.

5. FALL RESTRAINT SYSTEM IS BID OPTION 27.

FALL RESTRAINT TRACK

SUPPORT POINT, TYP

FOAM GENERATOR, TYP

73' - 8"

S-300

W X

S-300

W X

S-301

B/STL EL 25'-3"

ABOVE SLAB

TYP GRID 2, 3, 4

T Y

TYP

73' - 8"

EXISTING CURB,

STAIRS AND LANDING

NOT SHOWN

AIR COMPRESSOR PAD,

MIN 24" TALL OR MATCH

TOP OF EXISTING CURB,

SEE D3/S-300

PCA REEL PAD, 18" TALL,

SEE D3/S-300

EXISTING CONCRETE PAVEMENT

5' - 6" 5' - 6"

SLAB PLAN NOTES:

1. THE EXISTING PAVEMENT ACTS AS THE

FOUNDATION FOR THE STRUCTURE AND

SHALL NOT BE ALTERED WITHOUT THE

CONSENT OF THE CONTRACTING OFFICER.

2. SEE OTHER DISCIPLINES FOR EQUIPMENT

MOUNTED TO EXISTING WALL OR CURB.

7' - 0"

INTERIOR LADDER

AND SUPPORT

STEEL (OPTION 28)

EXTERIOR

LADDER AND

BRACKETS

(BASE BID)

NOT FOR

CONSTRUCTION

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VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152803

F-35 ALTER POWER/HEAT

BUILDING 131

W9133L-15-D-0003/ZT01

5 61 2 3 4

DS-100

PAD PLAN AND ROOF FRAMING PLAN

10/18/16

P. MANIS W. BAILEY

C. MCGEE

SCALE: 1/8" = 1'-0"B3

ROOF FRAMING PLAN

0 4' 8' 16' N

CAPTIVATION NOTES:

HIGH NOISE LEVELS, CHARACTERISTIC OF JET ENGINES, PRODUCES HIGH VIBRATING

FORCES WHICH MAY RESULT IN THE LOOSENING OF SCREWS, BOLTS, NUTS, AND

FASTENERS. THE HIGH VOLUME OF AIR MOVEMENT CAN DRAW THESE LOOSENED ITEMS

INTO JET ENGINES (POSSIBLY DESTROYING THE ENGINE OR INJURING PERSONNEL).

CAPTIVATION METHODS ARE NECESSARY TO PREVENT THESE ITEMS FROM LOOSENING.

THE REQUIREMENTS ARE AS FOLLOWS:

1. THREADED PARTS OF INTERIOR EXPOSED BOLTED OR SCREWED CONNECTIONS AND

FASTENERS FOR THE BUILDING SIDING, ANCHOR BOLTS, EQUIPMENT AND

ACCESSORIES SHALL BE COATED WITH GE SILICONE RTV 108 OR APPROVED EQUAL.

2. THREADED CONNECTIONS OF FITTINGS OR DEVICES OF PIPING AND TUBING

SYSTEMS, SUCH AS COUPLINGS, NIPPLES, UNIONS, CAPS, PLUGS, ETC SHALL BE

COATED WITH GE SILICONE RTV 108 OR APPROVED EQUAL.

3. THREADED CONDUIT CONNECTIONS AT COUPLINGS, FIXTURES, JUNCTION BOXES,

DEVICES, ETC. SHALL BE COATED WITH GE SILICONE RTV 108 OR APPROVED EQUAL.

4. THREADED PARTS OF CONNECTIONS OF HANGERS AND SUPPORTS FOR EQUIPMENT,

PIPING, AND CONDUIT SHALL BE COATED WITH GE SILICONE RTV 108 OR

APPROVED EQUAL.

SCALE: 1/8" = 1'-0"B1

PAD PLAN

0 4' 8' 16' N

A 10/20/17 B.2 SUBMITTAL PM

B 12/12/17 B.3 SUBMITTAL PM

HSS 5X5X3/8 FRAME, GALV

W12X40

FALL PROTECTION

ANCHOR (5,000 LB)

PRECONDITIONED AIR UNIT

ESTIMATED WEIGHT = 4500 LB

PAVEMENT,

SEE DRAWINGS

PCA REEL ON CONCRETE PAD,

18" TALL, OR AIR COMPRESSOR PAD,

MIN 24" TALL OR MATCH TOP OF CURB

ROUGHEN CONCRETE SURFACE 1",

APPLY BONDING AGENT, #4 @ 12" OC VERT

AROUND PERIMETER OF PAD,

6" EMBEDMENT INTO CONCRETE, #4 AT 9" OC

HORIZ TIES AROUND VERTICAL BARS

FOAM GENERATOR SUPPORT

BY FIRE PROTECTION CONTRACTOR

(2) W8X24, LOCATE PER

FOAM GENERATOR

REQUIREMENTS

SECONDARY

SAFETY CABLE

NOTES:

1. PRIMARY SUPPORT FOR FOAM

GENERATOR SHALL BE COMPRISED

OF ANGLE AND PLATE.

2. CONTINUOUSLY THREADED ROD IS

PROHIBITED.

3. SUPPORT DESIGN SHALL COMPLY

WITH UFC 3-310-04.

4. PLACEMENT OF FOAM GENERATOR

SHALL BE SUCH THAT THE FOAM

GENERATOR SHALL NOT INTERFERE

FALL RESTRAINT OPERATIONS.

3/16 3

TYP

EXISTING

FRAMING

EXISTING

RIGID FRAME

FALL RESTRAINT ANCHORAGE

BY FALL RESTRAINT PROVIDER

FALL RESTRAINT TRACK

B/STL EL 25'-3" ABOVE SLAB

PRECONDITIONED AIR UNIT

HSS 5X5X3/8 FRAME, GALV

CJP WELD ALL JOINTS, TYP

EXISTING ROOF PURLIN

~ 7' - 0"

WELD ON FALL

PROTECTION

ANCHOR WITH

D RING, 1/4"

FILLET ALL

AROUND

S-300

HSS5X5X3/8 FRAME

PRECONDITIONED AIR UNIT

W12X40

3/4" BENT PL, 12" LONG

M A

TYP HSS3/16 9

3/16 9

3/16

TYP 3 SIDES

FIELD MEASURE

BEAM LENGTH

~ 8' - 0"

EXISTING ROOF PURLIN

S-300

COORD WITH ACTUAL EQUIPMENT

~ 7' - 0"

C O

O R

D W

A C

T U

A L

E Q

M E

N T

NOT FOR

CONSTRUCTION

92654

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152803

F-35 ALTER POWER/HEAT

BUILDING 131

W9133L-15-D-0003/ZT01

5 61 2 3 4

DS-300

MECHANICAL ROOF TOP UNIT DETAILS

10/18/16

P. MANIS W. BAILEY

C. MCGEE

NTSSCA…

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