0001 - B-180 DRAWINGS_100419.pdf

PDF 13 MB Posted

Attached to
Repair Alter Multi-Facilities B180, B327 & B384 Federal contract opportunity
Solicitation number
W50S9C-20-B-0001
Issued by
Department of the Army Vermont Army National Guard

About this file

Written by GovTribe AI ·

This federal contract opportunity notice seeks bids for repair and alteration projects at three buildings on an Air National Guard base in Vermont. The projects include renovating a machine shop, munitions shop, and storage building to support changing mission requirements for the F-35 Joint Strike Fighter. Work includes interior renovations, HVAC and electrical upgrades, communication installations, and utility connections. The small business set-aside contract valued between $1-5 million will be awarded as firm fixed price. The pre-bid meeting is scheduled according to the solicitation, with questions due 48 hours prior. Bids are due on the specified date, and plans are available through the SAM.gov website requiring registration.

View the file

Other files for this federal contract opportunity

Other files attached to Repair Alter Multi-Facilities B180, B327 & B384, newest first.
File Type Posted
OF 1419 Abstract of Offers W50S9C-20-B-0001 - Certified-Signed.pdf PDF
W50S9C20B0001 - Amendment 0002.pdf PDF
Q and A as of 30 Jun 20 W50S9C20B0001 Repair Multi-Facilities.pdf PDF
Q and A as of 26 Jun 20 W50S9C20B0001 Repair Multi-Facilities.pdf PDF
Q and A as of 25 Jun 20 W50S9C20B0001 Repair Multi-Facilities.pdf PDF
Q and A as of 16 Jun 20 W50S9C20B0001 Repair Multi-Facilities.pdf PDF
Pre-Bid Minutes - Attendance - Power Point Slides W50S9C20B0001.pdf PDF
W50S9C20B0001 - Amendment 0001.pdf PDF
2001 - B-327 DRAWINGS_100419.pdf PDF
0001 - B-180 PROJECT MANUAL_Rev 051120.pdf PDF
W50S9C20B0001.pdf PDF
3001 - B-384 DRAWINGS_100419.pdf PDF
3001 - B-384 PROJECT MANUAL_Rev 051120.pdf PDF
2001 - B-327 PROJECT MANUAL_Rev 051120.pdf PDF
Show all 14

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GEN

OFFICER

FW/CCFW/CVMSG/CC

OG

/C C

MDG

/CC

GEN

OFFICER

FW/CCFW/CVMSG/CC

OG

/C C

MDG

/CC

BASE LOCATION MAP • ALTER B-180 MACHINE SHOP

NOT TO SCALE

PROJECT

NORTH

TAXIWAY E

TA

X

IW

A

Y F

N C

O D

R

IV

E

323321 322

N

CO

D

RIV

E

N C

O D

R

IV

E

FA

LCON ST

REET

FAA

TOWERS

NATIONAL

BASE

ENTRANCE

G U

A

RD

A V

EN

U

E

GATE

HOUSE

HAUL

ROUTE

NORTH

GATE

HOUSE

NORTH

CONSTRUCTION

ENTRANCE

PV ARRAY

TA

X

IW

A

Y F

LIST OF DRAWINGS

C O N S U L T A N T S

A R C H I T E C T S

1 1 7 S t P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V t.

0 5 4 0 1

P: 8 0 2 • 8 6 3 • 2 2 2 7

F: 8 0 2 • 8 6 3 • 0 0 9 3

ALVAR E Z

SIENKIEWYCZ

S M I T H

SAS PROJECT NO. 1001

DRAWING SYMBOLS

INTERIOR ELEVATION

BUILDING SECTION

WALL SECTION

DETAIL

ENLARGED DETAIL

WINDOW TYPE

DOOR NUMBER

VERTICAL ELEVATION

A

Elevation reference number

EL. 100'-0"

A-7

A-2 See this detail...

...on this drawing

A-6

B A-4

B A-4See this section...

...on this drawing

MATERIALS

ABBREVIATIONS

ABI additive bid item ACT acoustic ceiling tile ADJ adjustable AFF above finish floor ALUM aluminum ANC anchor, anchorage ARCH architect(ural) BSMT basement BIT bituminous BLKG blocking BD board BOT bottom BRK brick BLDG building BTWN between CB catch basin CJ control joint CLG ceiling CT ceramic tile CO clean out CL closet CLR clear(ance) COL column CONC concrete CMU concrete masonry unit CONT continuous or continue DP dampproofing DEM demolish, demolition DET detail DIA diameter DWG drawing

DF drinking fountain ELEC electric(al) EL elevation ELEV elevator EQ equal EXG existing EXT exterior FG fiberglass FIN finish FF finish floor FE fire extinguisher FLG flashing FD floor drain FRT fire retardant FTG footing FND foundation GA gage, gauge GALV galvanized GC general contract(or)

GFE-GI government furnished equipment-government installed

GFI-CI government furnished equipment-contractor installed

GWB gypsum wall board HPDL high pressure decorative laminate HWD hardwood HVAC heating, ventilating & air conditioning HT height HOR horizontal

ROOM FINISH SCHEDULE

Room finish schedule reference number for walls

Room finish schedule reference number for base/floors

W1 B1 F1

CODE CLASSIFICATIONS

ID inside diameter INS insulation JAN janitor JT joint LAV lavatory MAX maximum MECH mechanical MFR manufacturer MH manhole MO masonry opening MTL metal MIN minimum NIC not in contract NTS not to scale OC on center OD outside diameter OPNG opening PNT paint(ed) PR pair PL plate PT pressure treated PWD plywood REF refrigerator R riser RM room RO rough opening SAC suspended acoustic ceiling SHTH sheathing SIM similar

SPEC specification(s) SQ square SS stainless steel STD standard SD storm drain STRUC structural SYS system TBP tile backing panel TDO thermoset decorative overlay TEL telephone TG tempered glass THK thick(ness) TH threshold T&G tongue & groove TOC top of concrete TOM top of masonry TOS top of steel TOW top of wall T tread TYP typical UNO unless noted otherwise VERT vertical VCT vinyl composition tile VR vapor retarder VT vinyl tile WG wire glass W/O with out WD wood

STONE

(PLAN/ELEV.)

COMPACTED

GRANULAR

FILL

CONCRETE

CONCRETE BLOCK

BRICK

BATT

INSULATION

RIGID

INSULATION

STEEL OR HEAVY

GAUGE

METAL

FINISH

WOOD

ROUGH

WOOD

PLYWOOD

GYPSUM

BOARD

STONE

(SECTION)

SOUND

ATTENUATION

BATTS

PARTICLE

BOARD OR MDF

TILE BACKING

PANEL

W1 or

INTERNATIONAL BUILDING CODE - IBC-2015

USE & OCCUPANCY CLASSIFICATIONS:

B-180 - NON-SEPARATED MIXED USE; FACTORY/INDUSTRIAL (F-1)

AND STORAGE (S-2)

CONSTRUCTION TYPE - IBC SECTION 602: 2B, UNPROTECTED,

NON- COMBUSTIBLE

EXISTING BUILDING HEIGHT & AREA: (MOST RESTRICTIVE)

B-180:

• ONE STORY BUILDING

• TOTAL GROSS BUILDING AREA: 5,038 SF (5,000 PER FORM 1391)

• BUILDING HEIGHT: 16 FT

• ALLOWABLE HEIGHT/AREA: F-1 OCCUPANCY / 2B CONSTRUCTION:

3 STORIES / 75 FT / 62,000 SF

ALTER B-180

CURZ 182804

ALTER B-180 MACHINE SHOP

VERMONT AIR NATIONAL GUARD

SOUTH BURLINGTON, VERMONT

CURZ 182804

CONSTRUCTION DRAWINGS

OCTOBER 4, 2019

NFPA 101, LIFE SAFETY CODE- 2015 EDITION

CLASSIFICATION OF OCCUPANCY: B-180 - MIXED USE; INDUSTRIAL, GENERAL

PURPOSE AND STORAGE

ANTICIPATED OCCUPANCY:

B-180 • AVERAGE DAILY: 3 PEOPLE FULL TIME, 2 PEOPLE PART TIME

NUMBER OF MEANS OF EGRESS:

NOT LESS THAN (2) MEANS OF EGRESS SHALL BE PROVIDED FROM EVERY STORY

OR SECTION OF EACH FACILITY.

ARRANGEMENT OF MEANS OF EGRESS: (MOST RESTRICTIVE)

B-180: INDUSTRIAL, GENERAL PURPOSE (SPRINKLERED)

• COMMON PATH OF TRAVEL: 100 FT

• DEAD-END CORRIDOR LIMIT: 50 FT

• MAXIMUM TRAVEL DISTANCE: 250 FT

BUILDING CODE SUMMARY IS BASED ON 2019 FEDERAL FIRE & BUILDING SAFETY CODES INCLUDING

THE FOLLOWING:

INTERNATIONAL BUILDING CODE - IBC-2015

NFPA 101, LIFE SAFETY CODE, 2015 EDITION

2012 ADA STANDARDS FOR ACCESSIBLE DESIGN

CIVIL DRAWINGS

X-1 EXISTING CONDITIONS SITE PLAN

C-1 CIVIL SITE PLAN

M E C H A N I C A L/ E L E C T R I C A L/ F P

S T R U C T U R A L

RICHARD M. DOHERTY, P.E.

595 DORSET STREET, #6

SO. BURLINGTON, VT

05403 P: 802-660-9212 F: 802-660-8403

C I V I L

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

C O S T E S T I M A T I O N

YEATON ASSOCIATES

66 JACKSON ST.

LITTLETON, NH 03561

P: 603-444-6578 F: 603-444-2364 www.yeatonassociates.com

TOM BARDEN

BARDEN INSPECTION

AND CONSULTING

196 BALDWIN ROAD

HINESBURG, VERMONT

05461

P: 802-482-6607 F: 802-482-6609

ARCHITECTURAL DRAWINGS

XC-1 EXISTING CONDITIONS PLAN, ELEVATIONS AND SECTION

A-1 FLOOR PLAN WITH SITE AND ROOM FINISHES

A-2 REFLECTED CEILING PLAN, DEMOLITION PLAN AND WALL TYPES

A-3 EXTERIOR ELEVATIONS

A-4 BUILDING SECTIONS/ INTERIOR ELEVATIONS

A-5 WALL SECTIONS AND DETAILS

A-6 INTERIOR ELEVATIONS 1-8 AND DETAILS

A-7 DOOR AND WINDOW SCHEDULES, ELEVATIONS AND DETAILS

ELECTRICAL DRAWINGS

E0.1 ELECTRICAL LEGENDS AND NOTES

ES1.1 ELECTRICAL SITE PLAN

ED1.1 ELECTRICAL DEMOLITION PLAN

E1.1 FLOOR PLAN - LIGHTING

E1.2 FLOOR PLAN - POWER

E1.3 FLOOR PLAN - SYSTEMS

E5.1 ELECTRICAL RISER DIAGRAM AND PANELBOARDSCHEDULES

EPH1.1 FLOOR PLAN - PHOTOMETRICS

PLUMBING DRAWINGS

P0.1 PLUMBING DETAILS, LEGENDS AND NOTES

P1.1 PLUMBING FLOOR PLAN

FIRE PROTECTION DRAWINGS

FP0.1 FIRE PROTECTION DETAILS, LEGENDS AND NOTES

FP1.1 FIRE PROTECTION FLOOR PLAN

MECHANICAL DRAWINGS

M0.1 MECHANICAL LEGENDS AND NOTES

MD1.1 MECHANICAL DEMOLITION PLAN

M1.1 MECHANICAL FLOOR PLAN

M5.1 MECHANICAL DETAILS AND SCHEDULES

X-1

Existing Conditions Site Plan

C O N S U L T A N T S

RICHARD M. DOHERTY, P.E.

595 DORSET STREET #6

SO. BURLINGTON, VT

05403 P: 802-660-9212 F: 802-8660-8403

YEATON ASSOCIATES

66 JACKSON ST.

LITTLETON, NH 03561

P: 603-444-6578

STRUCTURAL

SCALE:

R E V I S I O N S

CHECKED:

DATE:

P R O J E C T

DRAWN: SWH

P: 8 0 2 * 8 6 3 * 2 2 2 7

F: 8 0 2 * 8 6 3 * 0 0 9 3

ALVAR E Z

A R C H I T E C T S

SIENKIEWYCZ

S M I T H

1 1 7 S t. P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V T 05401

MECHANICAL/

ELECTRICAL

KL - PROJECT NO: 18294

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

CIVIL

1" = 10'

VERMONT AIR

NATIONAL

GUARD

10/4/2019

SOUTH BURLINGTON,

VERMONT

TOM BARDEN

BARDEN INSPECTION AND

CONSULTING

196 BALDWIN ROAD

HINESBURG, VT 05461

P: 802-482-6607 F: 802-482-6609

COST ESTIMATION:

CURZ: 182804

ALTER B-180

MACHINE SHOP

SAS - PROJECT NO: 1001

AutoCAD SHX Text S

AutoCAD SHX Text

WV

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

WV

AutoCAD SHX Text Building 180

AutoCAD SHX Text Existing pavement

AutoCAD SHX Text S

AutoCAD SHX Text

WV

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

GV

AutoCAD SHX Text S

AutoCAD SHX Text NCO Drive

AutoCAD SHX Text 18" Pine

AutoCAD SHX Text Sewer Cleanout

AutoCAD SHX Text S

AutoCAD SHX Text 2" CL 200 PVC Force Main

AutoCAD SHX Text Existing Shed

AutoCAD SHX Text

GV

AutoCAD SHX Text

GV

AutoCAD SHX Text Existing Shed

AutoCAD SHX Text Existing asphalt pavement

AutoCAD SHX Text 12" Pine

AutoCAD SHX Text

GV

AutoCAD SHX Text Existing Comm. manhole MH12 Rim 329.66

AutoCAD SHX Text Existing Verizon fiber optic cable

AutoCAD SHX Text Existing CB

AutoCAD SHX Text Existing CB

AutoCAD SHX Text Ex. Shed

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text 12" Pine

AutoCAD SHX Text 12" Pine

AutoCAD SHX Text C

AutoCAD SHX Text Sign

AutoCAD SHX Text Sign

AutoCAD SHX Text Existing SMH Rim 329.39

AutoCAD SHX Text Existing SMH Rim 327.08 Inv. 322.78±

AutoCAD SHX Text Existing SMH Rim 328.57 Inv. 321.95±

AutoCAD SHX Text Existing CB14 Rim 326.40 Inv. in 318.10 (15") Inv. in 318.9 (30") Inv. out 317.30 (30")

AutoCAD SHX Text

GV

AutoCAD SHX Text

GV

AutoCAD SHX Text ramp

AutoCAD SHX Text x326.57

AutoCAD SHX Text Existing Electrical MH

AutoCAD SHX Text Building 160

AutoCAD SHX Text Existing 8" water

AutoCAD SHX Text Existing 8" clay sewer

AutoCAD SHX Text Existing 8" clay sewer

AutoCAD SHX Text Existing 8" PVC Storm

AutoCAD SHX Text Existing 12" PVC Storm

AutoCAD SHX Text Existing 12" PVC Storm

AutoCAD SHX Text Existing gas

AutoCAD SHX Text Existing gas

AutoCAD SHX Text Existing asphalt pavement

AutoCAD SHX Text

AutoCAD SHX Text

PRIMARY_NUMBER

AutoCAD SHX Text

PRIMARY_NUMBER

AutoCAD SHX Text Building 150

AutoCAD SHX Text comm

AutoCAD SHX Text Existing concrete

AutoCAD SHX Text Ex. Trasnformer pad

AutoCAD SHX Text Fence to be installed for B160 renovation

AutoCAD SHX Text Fence to be installed for B160 renovation

AutoCAD SHX Text N

AutoCAD SHX Text Vermont State Plane

AutoCAD SHX Text Grid North (NAD83)

AutoCAD SHX Text Legend

AutoCAD SHX Text

314.7 x

AutoCAD SHX Text Notes:

AutoCAD SHX Text

1. This plan is not a boundary survey. The property lines shown are considered This plan is not a boundary survey. The property lines shown are considered approximate. 2. The underground utilities shown on this plan are based on visible utilities The underground utilities shown on this plan are based on visible utilities located during a topographic survey performed by Krebs & Lansing in 7/2016 and AutoCAD utility mapping files provided by Vermont Air National Guard. Underground utilities are approximate and not warranted to be exact or complete. Dig Safe, Vermont Air National Guard, and other non-member utilities shall be contacted at least 48 hours prior to any excavation. 3. Elevations are based on the NAVD 88 (Geoid 12A) vertical datum. Elevations are based on the NAVD 88 (Geoid 12A) vertical datum. 4. Project Horizontal Coordinates derived from GPS observation using reference Project Horizontal Coordinates derived from GPS observation using reference frame NAD83 (2011) 2010.00 epoch. 5. Site information shown outside of the survey limits was taken from previous Site information shown outside of the survey limits was taken from previous plans by Krebs and Lansing, and is shown with dashed line type and should be considered approximate. 6. Location of monitor wells, air sparge wells, air extraction wells, and process Location of monitor wells, air sparge wells, air extraction wells, and process trenches shown is based on a record drawing AutoCAD file provided by the Vermont Air National Guard and is not warranted to be exact or complete.

AutoCAD SHX Text Existing Overhead Electric Line/Power Pole

AutoCAD SHX Text Existing Overhead Utility

AutoCAD SHX Text Existing Sewer Line/Manhole

AutoCAD SHX Text Existing Storm Line/Manhole/Basin

AutoCAD SHX Text Existing Guardrail

AutoCAD SHX Text Existing Gas Line/Valve

AutoCAD SHX Text Existing Chain Link Fence

AutoCAD SHX Text Existing Water Line/Hydrant/Valve/Shutoff

AutoCAD SHX Text Approximate Property Line

AutoCAD SHX Text

GV

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

WV

AutoCAD SHX Text

AutoCAD SHX Text Survey Control Point

AutoCAD SHX Text Existing Sign

AutoCAD SHX Text Existing Light Pole

AutoCAD SHX Text Existing Deciduous Tree

AutoCAD SHX Text Existing Evergreen Tree

AutoCAD SHX Text Existing Spot Grade Elevation

AutoCAD SHX Text Existing Tree Line

AutoCAD SHX Text Existing Contour

AutoCAD SHX Text

AutoCAD SHX Text Existing Subsurface Process Trench

AutoCAD SHX Text Existing Barbed Wire Fence

AutoCAD SHX Text Existing Stockade Fence

AutoCAD SHX Text Existing Underground Electric

AutoCAD SHX Text Existing Communications Line

AutoCAD SHX Text Existing Site Lite Line

AutoCAD SHX Text mw

AutoCAD SHX Text Monitor Well or Air Sparge Well

AutoCAD SHX Text Soil Vapor Extraction Well

AutoCAD SHX Text mw

AutoCAD SHX Text MPE Well with concrete apron

AutoCAD SHX Text Existing paved areas

AutoCAD SHX Text Existing concrete areas

AutoCAD SHX Text Bar Scale

AutoCAD SHX Text 10'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text 30'

AutoCAD SHX Text 40'

AutoCAD SHX Text 50'

AutoCAD SHX Text 18294/B180-base.dwg

C O N S U L T A N T S

RICHARD M. DOHERTY, P.E.

595 DORSET STREET #6

SO. BURLINGTON, VT

05403 P: 802-660-9212 F: 802-8660-8403

YEATON ASSOCIATES

66 JACKSON ST.

LITTLETON, NH 03561

P: 603-444-6578

STRUCTURAL

SCALE:

R E V I S I O N S

CHECKED:

DATE:

P R O J E C T

DRAWN: SWH

P: 8 0 2 * 8 6 3 * 2 2 2 7

F: 8 0 2 * 8 6 3 * 0 0 9 3

ALVAR E Z

A R C H I T E C T S

SIENKIEWYCZ

S M I T H

1 1 7 S t. P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V T 05401

MECHANICAL/

ELECTRICAL

C-1

Civil Site Plan

KL - PROJECT NO: 18294

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

CIVIL

1" = 10'

VERMONT AIR

NATIONAL

GUARD

10/4/2019

SOUTH BURLINGTON,

VERMONT

TOM BARDEN

BARDEN INSPECTION AND

CONSULTING

196 BALDWIN ROAD

HINESBURG, VT 05461

P: 802-482-6607 F: 802-482-6609

COST ESTIMATION:

CURZ: 182804

ALTER B-180

MACHINE SHOP

SAS - PROJECT NO: 1001

AutoCAD SHX Text S

AutoCAD SHX Text

WV

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

WV

AutoCAD SHX Text Building 180

AutoCAD SHX Text Existing pavement

AutoCAD SHX Text S

AutoCAD SHX Text

WV

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

GV

AutoCAD SHX Text S

AutoCAD SHX Text NCO Drive

AutoCAD SHX Text 18" Pine

AutoCAD SHX Text Existing Shed

AutoCAD SHX Text

GV

AutoCAD SHX Text

GV

AutoCAD SHX Text Existing Shed

AutoCAD SHX Text Existing asphalt pavement

AutoCAD SHX Text

GV

AutoCAD SHX Text Existing Comm. manhole MH12 Rim 329.66

AutoCAD SHX Text Existing Verizon fiber optic cable

AutoCAD SHX Text Existing CB

AutoCAD SHX Text Existing CB

AutoCAD SHX Text Ex. Shed

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text 12" Pine

AutoCAD SHX Text C

AutoCAD SHX Text Sign

AutoCAD SHX Text Sign

AutoCAD SHX Text Existing SMH Rim 329.39

AutoCAD SHX Text Existing SMH Rim 328.57 Inv. 321.95±

AutoCAD SHX Text Existing CB14 Rim 326.40 Inv. in 318.10 (15") Inv. in 318.9 (30") Inv. out 317.30 (30")

AutoCAD SHX Text

GV

AutoCAD SHX Text

GV

AutoCAD SHX Text ramp

AutoCAD SHX Text x326.57

AutoCAD SHX Text Existing Electrical MH

AutoCAD SHX Text Building 160

AutoCAD SHX Text Existing 8" water

AutoCAD SHX Text Existing 8" clay sewer

AutoCAD SHX Text Existing 8" clay sewer

AutoCAD SHX Text Existing 8" PVC Storm

AutoCAD SHX Text Existing 12" PVC Storm

AutoCAD SHX Text Existing 12" PVC Storm

AutoCAD SHX Text Existing gas

AutoCAD SHX Text Existing gas

AutoCAD SHX Text Existing asphalt pavement

AutoCAD SHX Text

AutoCAD SHX Text

PRIMARY_NUMBER

AutoCAD SHX Text S

AutoCAD SHX Text Building 150

AutoCAD SHX Text comm

AutoCAD SHX Text Existing concrete

AutoCAD SHX Text Ex. Trasnformer pad

AutoCAD SHX Text Fence to be installed for B160 renovation

AutoCAD SHX Text Fence to be installed for B160 renovation

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

AutoCAD SHX Text N

AutoCAD SHX Text Vermont State Plane

AutoCAD SHX Text Grid North (NAD83)

AutoCAD SHX Text Legend

AutoCAD SHX Text

314.7 x

AutoCAD SHX Text Notes:

AutoCAD SHX Text

1. This plan is not a boundary survey. The property lines shown are considered approximate. This plan is not a boundary survey. The property lines shown are considered approximate. 2. The underground utilities shown on this plan are based on visible utilities located during a The underground utilities shown on this plan are based on visible utilities located during a topographic survey performed by Krebs & Lansing in 7/2016 and AutoCAD utility mapping files provided by Vermont Air National Guard. Underground utilities are approximate and not warranted to be exact or complete. Dig Safe, Vermont Air National Guard, and other non-member utilities shall be contacted at least 48 hours prior to any excavation. 3. Elevations are based on the NAVD 88 (Geoid 12A) vertical datum. Elevations are based on the NAVD 88 (Geoid 12A) vertical datum. 4. Project Horizontal Coordinates derived from GPS observation using reference frame NAD83 (2011) Project Horizontal Coordinates derived from GPS observation using reference frame NAD83 (2011) 2010.00 epoch. 5. Site information shown outside of the survey limits was taken from previous plans by Krebs and Site information shown outside of the survey limits was taken from previous plans by Krebs and Lansing, and is shown with dashed line type and should be considered approximate. 6. Location of monitor wells, air sparge wells, air extraction wells, and process trenches shown is Location of monitor wells, air sparge wells, air extraction wells, and process trenches shown is based on a record drawing AutoCAD file provided by the Vermont Air National Guard and is not warranted to be exact or complete.

AutoCAD SHX Text Existing Overhead Electric Line/Power Pole

AutoCAD SHX Text Existing Overhead Utility

AutoCAD SHX Text Existing Sewer Line/Manhole

AutoCAD SHX Text Existing Storm Line/Manhole/Basin

AutoCAD SHX Text Existing Guardrail

AutoCAD SHX Text Existing Gas Line/Valve

AutoCAD SHX Text Existing Chain Link Fence

AutoCAD SHX Text Existing Water Line/Hydrant/Valve/Shutoff

AutoCAD SHX Text Approximate Property Line

AutoCAD SHX Text

GV

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

WV

AutoCAD SHX Text

AutoCAD SHX Text Survey Control Point

AutoCAD SHX Text Existing Sign

AutoCAD SHX Text Existing Light Pole

AutoCAD SHX Text Existing Deciduous Tree

AutoCAD SHX Text Existing Evergreen Tree

AutoCAD SHX Text Existing Spot Grade Elevation

AutoCAD SHX Text Existing Tree Line

AutoCAD SHX Text Existing Contour

AutoCAD SHX Text

AutoCAD SHX Text Existing Subsurface Process Trench

AutoCAD SHX Text Existing Barbed Wire Fence

AutoCAD SHX Text Existing Stockade Fence

AutoCAD SHX Text Existing Underground Electric

AutoCAD SHX Text Existing Communications Line

AutoCAD SHX Text Existing Site Lite Line

AutoCAD SHX Text mw

AutoCAD SHX Text Monitor Well or Air Sparge Well

AutoCAD SHX Text Soil Vapor Extraction Well

AutoCAD SHX Text mw

AutoCAD SHX Text MPE Well with concrete apron

AutoCAD SHX Text 18294/B180-base.dwg

AutoCAD SHX Text Existing paved areas

AutoCAD SHX Text Existing concrete areas

AutoCAD SHX Text Bar Scale

AutoCAD SHX Text 10'

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text 30'

AutoCAD SHX Text 40'

AutoCAD SHX Text 50'

AutoCAD SHX Text New Underground gas service

AutoCAD SHX Text New Water Line

AutoCAD SHX Text New Underground Communications

AutoCAD SHX Text New Sewer Line

AutoCAD SHX Text Two existing overhead doors to remain

AutoCAD SHX Text New 4" D.I. water service

AutoCAD SHX Text New 4" PVC SDR 35 sanitary sewer service. s= "/ft. 14"/ft. min.

AutoCAD SHX Text New gas service. Coordinate with Vermont Gas.

AutoCAD SHX Text Existing man door to remain

AutoCAD SHX Text mound slightly

AutoCAD SHX Text Typical Water Line Trench Detail

AutoCAD SHX Text sand cushion over ledge

AutoCAD SHX Text Provide min. 6"

AutoCAD SHX Text standard

AutoCAD SHX Text standard

AutoCAD SHX Text than 3" in diameter, no

AutoCAD SHX Text Initial

AutoCAD SHX Text backfill

AutoCAD SHX Text Undisturbed material

AutoCAD SHX Text bell, joints, and pipe equally

AutoCAD SHX Text Excavate trench to support

AutoCAD SHX Text Haunching

AutoCAD SHX Text organic material.

AutoCAD SHX Text frozen lumps, clay or

AutoCAD SHX Text Place in 12" lifts and

AutoCAD SHX Text compact as indicated.

AutoCAD SHX Text Use on site sand fill for haunching and initial back fill

AutoCAD SHX Text proctor

AutoCAD SHX Text

(AASHTO-T-99)

AutoCAD SHX Text D

AutoCAD SHX Text 2"

AutoCAD SHX Text proctor

AutoCAD SHX Text The Contractor shall be

AutoCAD SHX Text responsible for complying

AutoCAD SHX Text with OSHA - VOSHA

AutoCAD SHX Text regulations.

AutoCAD SHX Text contain no stones greater

AutoCAD SHX Text Final backfill material shall

AutoCAD SHX Text D+2'

AutoCAD SHX Text unpaved

AutoCAD SHX Text paved

AutoCAD SHX Text 95%

AutoCAD SHX Text 95%

AutoCAD SHX Text paving to match existing

AutoCAD SHX Text 6' min. cover (typical)

AutoCAD SHX Text Compact under pipe

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text New water line

AutoCAD SHX Text mound slightly

AutoCAD SHX Text responsible for complying

AutoCAD SHX Text paved

AutoCAD SHX Text frozen lumps, clay or organic material.

AutoCAD SHX Text than 76 mm (3") in diameter, no

AutoCAD SHX Text contain no stones greater

AutoCAD SHX Text Onsite backfill material shall

AutoCAD SHX Text Place in 305 mm (12") lifts and

AutoCAD SHX Text compact as indicated.

AutoCAD SHX Text Typical Sewer Line Trench Detail

AutoCAD SHX Text standard

AutoCAD SHX Text proctor

AutoCAD SHX Text 95%

AutoCAD SHX Text Bedding, haunching, and

AutoCAD SHX Text initial backfill

AutoCAD SHX Text crushed stone

AutoCAD SHX Text Undisturbed material

AutoCAD SHX Text (6")

AutoCAD SHX Text D

AutoCAD SHX Text (2")

AutoCAD SHX Text standard

AutoCAD SHX Text proctor

AutoCAD SHX Text 95%

AutoCAD SHX Text regulations.

AutoCAD SHX Text with OSHA - VOSHA

AutoCAD SHX Text 51 mm

AutoCAD SHX Text 152 mm

AutoCAD SHX Text

(AASHTO-T-99)

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text for initial backfill.

AutoCAD SHX Text Use on site sand

AutoCAD SHX Text PVC SDR 35 sanitary

AutoCAD SHX Text 914 mm min. cover (typical)

AutoCAD SHX Text Bedding

AutoCAD SHX Text Haunching

AutoCAD SHX Text backfill

AutoCAD SHX Text Initial

AutoCAD SHX Text (3 ft.)

AutoCAD SHX Text paving to match existing

AutoCAD SHX Text unpaved

AutoCAD SHX Text The Contractor shall be

AutoCAD SHX Text D+2'

AutoCAD SHX Text subbase materials in area with

AutoCAD SHX Text See construction note regarding

AutoCAD SHX Text surfaces

AutoCAD SHX Text concrete or bituminous paved

AutoCAD SHX Text Existing man doors to remain

AutoCAD SHX Text

1.6 mm (1/16") tolerance

AutoCAD SHX Text Smooth cut existing bit. pavement prior to paving.

AutoCAD SHX Text pavement (63.5 mm (2 1/2" ) minimum)

AutoCAD SHX Text Patching of Existing Bituminous Pavement

AutoCAD SHX Text

5. Apply liquid asphalt tack to vertical faces in a uniform manner.

AutoCAD SHX Text

7. Clean up area. Do not leave excess fill or excavated material

AutoCAD SHX Text

6. Fill top of hole with type III bituminous concrete and compact

AutoCAD SHX Text

2. Reshape hole and patch area by cutting with a concrete saw

AutoCAD SHX Text

4. Remove all loose material and thoroughly sweep the hole area

AutoCAD SHX Text

3. Backfill trench in 152 mm (6") lifts and compact each lift to

AutoCAD SHX Text

1. Set up and maintain signs and other safety control devices..

AutoCAD SHX Text into square or rectangular shape and cut side faces vertically.

AutoCAD SHX Text 95% of maximum density of optimum moisture content as

AutoCAD SHX Text Reshape downward solid material and around hole to sound

AutoCAD SHX Text determined by AASHTO-T-99 modified proctor.

AutoCAD SHX Text clean of mud and standing water.

AutoCAD SHX Text pavement.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text prior to paving.

AutoCAD SHX Text thoroughly cleaned

AutoCAD SHX Text All joints shall be

AutoCAD SHX Text and coated with

AutoCAD SHX Text emulsified asphalt

AutoCAD SHX Text (1') min.

AutoCAD SHX Text 3,660 mm

AutoCAD SHX Text Thickness of existing

AutoCAD SHX Text on the pavement. Remove safety signs.

AutoCAD SHX Text Do not puddle tack coat on bottom of hole.

AutoCAD SHX Text thoroughly compacted with a vibratory plate compactor or a

AutoCAD SHX Text are necessary to ensure good compaction. Hand tamp should only

AutoCAD SHX Text an 8 ton vibratory roller and mix temperature above 250%%dF (121%%dC)

AutoCAD SHX Text portable roller. Experience has shown that 15 to 20 passes with

AutoCAD SHX Text in lifts no more than 51 mm (2") thick. Each lift should be

AutoCAD SHX Text be used for small areas (less than 1 s.f.) (0.09 sq. m)

AutoCAD SHX Text Existing bit.

AutoCAD SHX Text or both sides.

AutoCAD SHX Text paving on one

AutoCAD SHX Text Trench Excavation

AutoCAD SHX Text Existing gravel

AutoCAD SHX Text subbase

AutoCAD SHX Text Thickness of existing gravel (407 mm (16") minimum dense graded crushed gravel per Vt. AOT spec. 704.05A)

AutoCAD SHX Text Perform compaction tests every 15,240 mm (50 linear feet) of trench horizontally, at 610 mm (2 foot) intervals vertically.

AutoCAD SHX Text Sawcut and remove pavement as required to cut bollards below paving. Restore to original condition.

AutoCAD SHX Text Existing pavement to be sawcut, removed, and replaced

AutoCAD SHX Text New 22 bend 12° bendwith thrust block

AutoCAD SHX Text New 22 bend 12° bendwith thrust block

AutoCAD SHX Text New 8" x 8" x 4" tapping sleeve with thrust block and valve

AutoCAD SHX Text Core and boot new penetration. Inv. 322.5±

AutoCAD SHX Text New Building Inv. 322.75 min.

AutoCAD SHX Text Restore all disturbed areas with topsoil seed and mulch

AutoCAD SHX Text Restore all disturbed areas with topsoil seed and mulch

AutoCAD SHX Text New underground power. Coordinate with MEP plans. Sawcut and restore pavement as needed.

AutoCAD SHX Text Existing 4" PVC conduit to be reused for new communications feed.

AutoCAD SHX Text New concrete pad for heat pump. Coordinate with architectural and MEP plans.

AutoCAD SHX Text New Underground Electric

AutoCAD SHX Text

CONTRACT LIMIT LINE

AutoCAD SHX Text Contract Limit Line

AutoCAD SHX Text New grounding loop. Refer to Electrical plans. Sawcut and restore pavement.

AutoCAD SHX Text

GR

AutoCAD SHX Text

GR

New Grounding Loop

S

1 2 3 4 5 6

A

B

C

D

FIRE ALARM &

ELEC. PANEL

PHONE

ALARM PANEL

STEEL COLUMN,

TYP.

N

- 5

0' -3

- 2

0' -0

B-180 FLOOR PLAN

1/8" = 1'-0"

- 1

5' -0

- 1 5'

-0

+/- 100'-3"

20'-0" +/- 20'-0" +/- 20'-0" +/- 20'-0"+/- 20'-0"

TRANSFORMER

SOUTH ELEVATION

1/8" = 1'-0"

NORTH ELEVATION

1/8" = 1'-0"

WEST ELEVATION

1/8" = 1'-0"

EAST ELEVATION

1/8" = 1'-0"

MEZZANINE

XC-1

A

XC-1

A

CORUGATED PREFINISHED

METAL ROOFING

CORUGATED PREFINISHED

METAL SIDING

GUTTER AND DOWNSPOUTS

ROOFTOP MOUNTED EXHAUST

FANS, TYPICAL OF 4

PAINTED STEEL DOOR

INSULATED OVERHEAD DOOR

GUARDRAIL,

TYPICAL

APPROXIMATE GRADE

PREFINISHED METAL TRIM

CORUGATED PREFINISHED

METAL SIDING

GUTTER AND DOWNSPOUTS

ROOFTOP MOUNTED EXHAUST

FANS, TYPICAL OF 4

PAINTED STEEL DOOR

INSULATED OVERHEAD DOOR

APPROXIMATE GRADE

DISCONNECT

BOLLARD

1 2 3 4 5 6 123456

A B C D ABCD

BLANK PANEL AT

REMOVED LOVER

OPENING

C O N S U L T A N T S

A R C H I T E C T S

1 1 7 S t. P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V T 0 5 4 0 1

P: 8 0 2 • 8 6 3 • 2 2 2 7

F: 8 0 2 • 8 6 3 • 0 0 9 3

ALVAR E Z

SIENKIEWYCZ

S M I T H

R E V I S I O N S

DATE: 9/1/2019

SCALE: AS NOTED

CHECKED: SS

DRAWN: SAL

P R O J E C T

COPYRIGHT 2017 SMITH ALVAREZ SIENKIEWYCZ ARCHITECTS, PC

CIVIL

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

STRUCTURAL

RICHARD M. DOHERTY, P.E.

595 DORSET STREET, #6

SO. BURLINGTON, VT

05403 P: 802-660-9212 F: 802-660-8403

MECHANICAL/

ELECTRICAL:

YEATON ASSOCIATES

66 JACKSON ST.

LITTLETON, NH 03561

P: 603-444-6578

COST ESTIMATION:

TOM BARDEN

BARDEN INSPECTION

AND CONSULTING

196 BALDWIN ROAD

HINESBURG, VERMONT 05461

P: 802-482-6607 F: 802-482-6609

SAS PROJECT NO. 1001

CURZ 182804

ALTER B-180

MACHINE SHOP

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

B-180 BUILDING SECTION A-A

1/4" = 1'-0"

- 1

0' -3

/2

- 1

2' -7

/2

STEEL FRAME

8 1/2" STEEL PURLINS

@ +/- 4'-8" O.C.

6 3/4" STEEL GIRT

- 7

'-3

/2

INSULATION BATTS

GUTTER

EXHAUST FAN

6" CONCRETE SLAB

ON GRADE

- 1

5' -5

/4

BOLLARD

ABCD

XC-1

EXISTING CONDITIONS

BUILDING 180 PLAN,

ELEVATIONS AND

SECTION

NOTE:

ALL DIMENSIONS AND RELATIONSHIPS OF THE EXISTING

BUILDING ARE APPROXIMATE. THESE DRAWINGS ARE

BASED ON DRAWINGS PROVIDED BY VTANG AND FIELD

MEASUREMENTS BY SAS IN JANUARY OF 2019.

A-1

FLOOR PLAN

WITH SITE AND

ROOM FINISHES

S.

S M

C A

B (G

FE

-G

I)

S.

S M

C A

B (G

FE

-G

I)

S.

S M

C A

B (G

FE

-G

I)

13S. WORK

BENCH

(GFE-GI)

9S . T

A N

K S

TO

R

A G

E (G

FE

-G

I)

S

B151

TELEPHONE

PEDESTAL

B341

POWER

METER

B382

5W. HEAT

TREAT OVEN

(GFE-CI)

100.2 100.1

8S.

CONTOUR

SAW

(GFE-CI)

7S. HORIZ.

BAND SAW

(GFE-CI)

6S.

STEEL

RACK

(GFE-CI)

11S. GRINDING

BENCH

(GFE-CI)

12S. DRILL

PRESS(GFE-CI)

16S. HYDRAULIC

PRESS (GFI-CI)

10S. BELT AND

DISC SANDER

(GFE-CI)

S.

L G

C A

B

IN

ET

(G

FE

-G

I)

S.

W O

R K

B

EN

C H

(G

FE

-G I)

S.

L G

C A

B

IN

ET

(G

FE

-G

I)

15S. LG

CABINET

(GFE-GI)

2S. D-ALL

MILLING

(GFE-CI)

1S. KEARNY

& TRECKER

MILLING

(GFE-CI)

6S. SURFACE

GRINDER

(GFE-CI)

9S. CARBIDE

GRINDER

(GFE-CI)

13S. WORK

BENCH

(GFE-GI)

15S. LG

CABINET

(GFE-GI)

S.

S M

C A

B (G

FE

-G

I)

S.

L G

C A

B

IN

ET

(G

FE

-G

I)

S.

W O

R K

B

EN

C H

(G

FE

-G I)

S.

L G

C A

B

IN

ET

(G

FE

-G

I)

100.3

102 103

3W. CP300

POWER

SUPPLY

1W. MILLER

WELDER

2W. MILLER

WIRE

FEEDER

4W. TORCH

OUTFIT7W.

PLASMA

CUTTER

5W. WELDING

TABLE (GFE-CI)

4S. SOUTH

BEND LATHE

(GFE-CI)

3S. HARRISON

M-400 LATHE (GFE-CI)

(GFE-CI)

S.

S M

C A

B (G

FE

-G

I)

S.

S M

C A

B (G

FE

-G

I)

S.

S M

C A

B (G

FE

-G

I)

S.

S M

C A

B (G

FE

-G

I)

S.

S M

C A

B (G

FE

-G

I)

14S. SM

CAB

(GFE-GI)

1 2 3 4 5 6

A

B

C

D

POWER PANELS, FA PANEL,

CLIMATE CONTROL

CABINET AND BUILDING

AUTOMATION CONTROL

PANEL

EXG. STEEL

COLUMN, TYP.

N

- 5

0' -3

- 2

0' -0

FLOOR PLAN WITH ADJACENT SITE

3/16" = 1'-0"

- 1

5' -0

- 1 5'

-0

+/- 100'-3"

20'-0" +/- 20'-0" +/- 20'-0" +/- 20'-0"+/- 20'-0"

STEP DOWN

TRANSFORMERS

REMOVE EXG.

MEZZANINE

A

A-4

A

A-4

INFILL OH DOOR WITH

WALL TYPE 2. WALL

TYPE 1 ABOVE.

FIBERGLASS CASEMENTS

WINDOWS. 4 UNITS FACTORY

MULLED TYPICAL OF 3.

1 TYP. EXT.,

UNO

TYP. INT.,

UNO

SPRINKLER SERVICE. SAWCUT

AND PATCH SLAB AS REQUIRED

OFFICE

HC UNISEX

WELDING

EXISTING 3'x 7' METAL DOOR AND FRAME

TO REMAIN. PREPARE AND PAINT. REPLACE

DOOR SEALS AND THERMALLY BROKEN

ALUMINUM THRESHOLD. EXISTING

HARDWARE TO REMAIN. TYPICAL OF 3.

EXISTING 14'-0" WIDE x 10'-0"

HIGH INSULATED METAL OH

SECTIONAL DOOR. REPLACE

DOOR SEALS. PAINT EXTERIOR

TO MATCH NEW SIDING INFILL

COLOR. TYPICAL OF 2.

SAWCUT EXG. ASPHALT PAVING TO

REMOVE 2 EXG. BOLLARDS. CUT

BOLLARDS BELOW PAVING AND

REPLACE ASPHALT IN KIND, TYPICAL

AT OPPOSITE.

CUT 2 EXG. BOLLARDS BELOW

GRADE, TYPICAL AT OPPOSITE.

SAWCUT EXG. 6" CONCRETE SLAB AS REQUIRED TO

REMOVE 2 EXG. BOLLARDS (PER OH DOOR). CUT

BOLLARDS BELOW SLAB AND PATCH SLAB TO MATCH.

TYPICAL AT INTERIOR BOLLARDS AT 4 REMOVED OH

DOORS. (8 BOLLARDS TOTAL). PATCH SLAB PER DETAIL

1 THIS SHEET.

EXISTING ASPHALT DRIVEWAY

EXISTING ASPHALT PAVING

N C

O D

R

IV

E

EYE WASH

EXISTING HAZMAT SHELTERS, TYPICAL OF 3

EXISTING T-10 TRANSFORMER.

SCHEDULED FOR UPGRADE AS

PART OF THE B-160 PROJECT

EXISTING CONCRETE PAD,

PART OF THE B-160 PROJECT

A-5

A-5

SAWCUT AND PATCH EXG. SLAB AS

REQUIRED TO INSTALL PLUMBING

TO BATHROOM. PATCH SLAB PER

DETAIL 1 THIS SHEET.

W1 B1 F1

W1 B1 F1

3'-0" CLEAR EGRESS ZONE,

PAINT LINES ON FLOOR.

(OR DIFFERENT COLOR

RESINOUS FLOORING)

W1 B1 F1

EXG. LAWN

EXG. LAWN

EXG. SIDEWALK

EDGE OF EXISTING

PAVING

MECHANICAL UNIT WITH LOW

INTAKE LOUVER

COMPRESSOR

(GFE-GI)

EYE WASH

AGE STORAGE

MACHINE SHOP

5' -2

9'

-4

/8

10'-11 1/2"6'-10 1/4"

EQ. 12'-0"

R.O.

EQ.

'-0

R

.O

EQ

EQ

12'-0" R.O.

EQ.EQ.

3'-4" R.O.

3'-4" R.O.

1'-6"

HWH

HP

3' -0

3'-0"

4" BURIED CONDUIT, CUT

AND PATCH ASPHALT

PAVING AS REQUIRED

2' -6

2'

-6

8"

EXCAVATE AS REQUIRED TO INSTALL

NEW 4" CONDUIT THROUGH EXG. CONC.

FOUNDATION WALL. CORE CONC. AND

INSTALL PENETRATION WATERTIGHT

WITH LINKSEAL

SAWCUT AND PATCH

EXG. SLAB AS

REQUIRED TO INSTALL

ELECTRIC SERVICE

FE

(GFE-GI)

FE (GFE-CI)

A-5

8" REINFORCED CONCRETE

PAD. COORDINATE SIZE

WITH HP.

4” OD SCHEDULE 40 STEEL BOLLARD, 42" TALL,

POWDER COATED YELLOW WITH CAP AND 8” x 8”

BASE PLATE WITH [4] - 3/4" CORNER HOLES (BY

POSTGUARD, OR EQUAL) EPOXY ANCHOR TO

CONC. SLAB. TYPICAL OF 6.

4' -0

3' -0

" 16'-0"

B

A-4

B

A-4

A-4

D

A-4

D

A-4

C

A-4

C

W1 B1 F1

- 4

'-0

+/- 2'-0"

AHU

1'-0"

5' -0

3'

-0

EQ. EQ.

EXISTING FENCE

EXISTING FENCE

3'-4" R.O.

BOLT THIS EQUIPMENT TO THE

EXG 6" CONC. SLAB W/ 3/4" SS

THUNDERSTUD WEDGE

ANCHORS (OR EQUAL) WITH

SHOCK ABSORBING STUDS. 4"

MIN. EMBEDMENT.

BOLT THIS EQUIPMENT

TO THE EXG 6" CONC.

SLAB W/ 3/4" SS

THUNDERSTUD

WEDGE ANCHORS (OR

EQUAL) WITH SHOCK

ABSORBING STUDS. 4"

MIN. EMBEDMENT.

BOLT THIS EQUIPMENT

TO THE EXG 6" CONC.

SLAB W/ 3/4" SS

THUNDERSTUD

WEDGE ANCHORS (OR

EQUAL) WITH SHOCK

ABSORBING STUDS. 4"

MIN. EMBEDMENT.

UNI-STRUT

LADDER W/1A

UNI-STRUT

LADDER W/

2P&1A

UNI-STRUT

LADDER W/1AUNI-STRUT

LADDER W/

1P&1A

UNI-STRUT

LADDER W/1P

UNI-STRUT

LADDER W/2P

UNI-STRUT

LADDER W/

1P&1A

UNI-STRUT

LADDER W/

1P&1A

UNI-STRUT

LADDER W/

1P&1A

UNI-STRUT

LADDER W/1P

SAWCUT AND REMOVE ASPHALT PAVING AS

REQUIRED TO INSTALL LP GROUND LOOP.

REPLACE ASPHALT PAVING. REFER TO CIVIL

AND ELECTRICAL DRAWINGS. TYPICAL AT

SOUTH SIDE.

ROOM FINISH SCHEDULE

FINISH REMARKS

WALLS

W1 GWB TAPE & PAINT

BASE/ TYPE

B1 RUBBER

FLOORS

F1 RESINOUS FLOORING

DRAWING KEY

NEW CONSTRUCTION

EXISTING CONSTRUCTION TO BE REMOVED

EXISTING CONSTRUCTION TO REMAIN

LEGEND

WALL FINISHES

BASE FINISH

FLOOR FINISH

B1 F1

W1

INDICATES ALL WALLS

WALL TYPE 1

INTERIOR

ELEVATION KEY,

REFER TO

SHEET A-6

6 SUBDESIGNATION

REFER TO SHEET A-2 FOR WALL TYPES

TYPICAL DRAWING NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS IN THE FIELD AND

WILL PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. IN THE CASE OF

DISCREPANCIES THE ARCHITECT WILL ISSUE REVISIONS IN WRITING WITHIN SEVEN

CALENDAR DAYS.

2. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING, CMU, CONCRETE, OR EXISTING

FINISH UNLESS OTHERWISE NOTED.

3. REVIEW FINAL LOCATION OF ALL FIRE EXTINGUISHERS IN THE FIELD WITH THE OWNER.

4. ALL MACHINE SHOP AND WELDING SHOP EQUIPMENT IS GFE-CI. COORDINATE ALL

ELECTRICAL CHARACTERISTICS AS REQUIRED. E.C. TO CONFIRM EXACT ELECTRICAL

REQUIREMENTS AND PLUG CONFIGURATIONS FOR EQUIPMENT PRIOR TO PRICING.

5. THE MACHINES AND WORK BENCH THAT ARE NOT LOCATED ON A WALL REQUIRE

CONDUIT DROPS FOR POWER AND COMPRESSED AIR DROPS FROM THE CEILING. THE

DESIGN INTENT IS TO PROVIDE UNI-STRUT LADDERS FROM THE CEILING TO THE FLOOR

TO MOUNT THE 3/4" CONDUIT AND PIPE ON. PROVIDE 1 1/2" x 1 1/2" x 12 GA. SOLID, CONTINUOUS UNI-STRUT RAILS WITH 1 1/2" x 1 1/2" x 12 GA. SLOTTED UNI-STRUT RUNGS

@ 24" O.C. PROVIDE ALL NECCESSARY FITTINGS AND MOUNTING HARDWARE TO ATTACH

THE LADDERS TO THE CEILING AND CONCRETE FLOOR SLAB. PROVIDE THE LADDERS

AND ALL ASSOCIATED FITTINGS AND HARDWARE IN BLACK FINISH. PROVIDE A

NEOPRENE PAD BELOW ALL RAIL FEET TO SEPARATE THE LADDER FROM THE CONCRETE

AND STAINLESS STEEL EPOXY ANCHORS TO THE CONCRETE. COORDINATE LADDER SIZE

AND LOCATIONS WITH MACHINES AND ASSOCIATED DROPS. REFER TO ELECTRICAL AND

PLUMBING DRAWINGS FOR DROPS.

5. ALL SHOP WORK BENCHES AND SHOP CABINETS ARE GFE-GI.

CONCRETE SLAB PATCH/INFILL

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

EXISTING 12" COMPACTED

STRUCTURAL FILL

#4 @ 16" O.C. EACH WAY,

1" DOWN FROM TOP

EXG. 6" CONCRETE SLAB

#3 x 12" LONG DOWELS @ 16" O.C. AT

PERIMETER OF SLAB PATCH. EMBED 3"

INTO EXG. SLAB WITH EPOXY GROUT

UNDERCUT EXG. SLAB

WITH SLAB INFILL10 M IL POLY VAPOR BARRIER

C O N S U L T A N T S

A R C H I T E C T S

1 1 7 S t. P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V T 0 5 4 0 1

P: 8 0 2 • 8 6 3 • 2 2 2 7

F: 8 0 2 • 8 6 3 • 0 0 9 3

ALVAR E Z

SIENKIEWYCZ

S M I T H

R E V I S I O N S

DATE: 10/4/2019

SCALE: AS NOTED

CHECKED: SS

DRAWN: SAL

P R O J E C T

COPYRIGHT 2017 SMITH ALVAREZ SIENKIEWYCZ ARCHITECTS, PC

CIVIL

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

STRUCTURAL

RICHARD M. DOHERTY, P.E.

595 DORSET STREET, #6

SO. BURLINGTON, VT

05403 P: 802-660-9212 F: 802-660-8403

MECHANICAL/

ELECTRICAL:

YEATON ASSOCIATES

66 JACKSON ST.

LITTLETON, NH 03561

P: 603-444-6578

COST ESTIMATION:

TOM BARDEN

BARDEN INSPECTION

AND CONSULTING

196 BALDWIN ROAD

HINESBURG, VERMONT 05461

P: 802-482-6607 F: 802-482-6609

SAS PROJECT NO. 1001

CURZ 182804

ALTER B-180

MACHINE

SHOP

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

CONSTRUCTION

DRAWINGS

A R C H I T E C T S

1 1 7 S t. P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V T 0 5 4 0 1

P: 8 0 2 • 8 6 3 • 2 2 2 7

F: 8 0 2 • 8 6 3 • 0 0 9 3

ALVAR E Z

SIENKIEWYCZ

S M I T H

R E V I S I O N S

DATE: 10/4/2019

SCALE: AS NOTED

CHECKED: SS

DRAWN: SAL

P R O J E C T

COPYRIGHT 2017 SMITH ALVAREZ SIENKIEWYCZ ARCHITECTS, PC

CIVIL

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

STRUCTURAL

RICHARD M. DOHERTY, P.E.

595 DORSET STREET, #6

SO. BURLINGTON, VT

05403 P: 802-660-9212 F: 802-660-8403

MECHANICAL/

ELECTRICAL:

YEATON ASSOCIATES

66 JACKSON ST.

LITTLETON, NH 03561

P: 603-444-6578

COST ESTIMATION:

TOM BARDEN

BARDEN INSPECTION

AND CONSULTING

196 BALDWIN ROAD

HINESBURG, VERMONT 05461

P: 802-482-6607 F: 802-482-6609

SAS PROJECT NO. 1001

CURZ 182804

ALTER B-180

MACHINE

SHOP

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

CONSTRUCTION

DRAWINGS

A-2

REFLECTED CEILING

PLAN, DEMOLITION

PLAN AND

WALL TYPES

1 2 3 4 5 6

A

B

C

D

N

REFLECTED CEILING PLAN

3/16" = 1'-0"

A-4

A

A-4

A

A-4

A-4

OFFICE

HC UNISEX

AGE STORAGE

MACHINE SHOP

C2 8'-0"

C1 VARIES

C2 8'-0"

FC

X

XX

X X

OVERHEAD DOOR IN

OPEN POSITION

OVERHEAD DOOR IN

OPEN POSITION

MECHANICAL DUCTWORK,

PAINT, TYPICAL

SUSPENDED LIGHT

FIXTURES, TYPICAL

C1 VARIES

B

A-4

B

A-4

A-4

D

A-4

D

A-4

C

A-4

C

UNI-STRUT LADDERS FROM

THE CEILING TO THE FLOOR

TO PROVIDE POWER AND

COMPRESSED AIR TO THE

EQUIPMENT, TYPICAL.

CEILING FINISH SCHEDULE

C1 GWB, PAINT

C2 2 x 2 SAC

INSULATE EXG. EXT. WALL (R-36)

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

• EXG. CORRUGATED PREFINISHED METAL SIDING

• EXG. 6 3/4" STEEL GIRTS

• REMOVE EXG. LAMINATED FG BATT INSULATION W/ INTEGRAL VB

• 1" SPRAY IN PLACE URETHANE INSULATION

• 2 1/2", 20 GA. METAL STUDS @ 16" O.C.

• 8 1/4" DENSE PACK CELLULOSE INSULATION

• 5/8" FC GWB, TAPE AND PAINT

• CORRUGATED PREFINISHED METAL SIDING

• SELF -ADHERED SHEET MEMBRANE

• COMPOSITE INSULATION PANELS;

- 1/2" CDX PWD SHEATHING

- 2" POLYISOCYANURATE INSULATION

• 6", 18 GA. METAL STUDS @ 16" O.C.

• 6" DENSE PACK CELLULOSE INSULATION

• 5/8" FC GWB, TAPE AND PAINT

OH DOOR INFILL (R-32)

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

HORIZONTAL SIDING PANEL PROFILE

• 5/8" FC GWB, TAPE AND PAINT

• 3 5/8", 20 GA. METAL STUDS @ 16" O.C. @ TYPICAL

• 6", 20 GA. METAL STUDS @ 16" O.C. @ SUBDESIGNATION 6

• SOUND ATTENUATION BATTS TO FILL STUD SPACE

• 5/8" FC GWB, TAPE AND PAINT

ACOUSTIC GWB WALL

1 1/2" = 1'-0" 3

WALL TYPES

CEILING FINISH

CEILING LEGEND

CEILING HEIGHT

PARTITION WALL

PENDANT MOUNTED LIGHT FIXTURE

C1 8'-0"

SUSPENDED ACOUSTIC CEILING

2' x 2' SAC LIGHT FIXTURE

FAN COIL UNIT

FC

EXHAUST FAN

WALL MOUNTED LIGHT FIXTURE

1 2 3 4 5 6

A

B

C

D

N

DEMOLITION PLAN

3/16" = 1'-0"

1 2

2 9

EXISTING CONCRETE FILLED

STEEL BOLLARDS TO REMAIN,

TYPICAL OF 4

EXISTING OH DOOR

TO REMAIN

EXISTING CONCRETE FILLED

STEEL BOLLARDS TO REMAIN,

TYPICAL OF 4

EXISTING OH DOOR

TO REMAIN

EXISTING STEEL

FRAME

EXISTING PREFINISHED

STEEL WALL PANELS,

TYPICAL

EXISTING STEEL GIRTS,

TYPICAL

EXISTING STEEL JAMB,

TYPICAL

EDGE OF EXG.

ASPHALT PAVING

EXISTING

DOWNSPOUTS,

TYPICAL

CUT AND REMOVE LAMINATED FG BATT INSULATION W/ INTEGRAL VB BILLOWED BETWEEN THE STEEL FRAMING AT THE EXTERIOR WALLS AND ROOF. EXISTING STEEL FRAMING, PREFINISHED STEEL WALL PANELS AND

PREFINISHED STEEL ROOF PANELS TO REMAIN.

REMOVE ALL POWER, POWER PANELS, STEP DOWN TRANSFORMER, CONDUIT, LIGHTING, CONTROL PANELS, FIRE ALARM SYSTEMS,TEMPORARY HVAC AND ALL ASSOCIATED DEVICES. REFER TO MEP DEMOLITION DRAWINGS

FOR THIS WORK.

REMOVE STEEL GUARDRAILS, POSTS AND BASE PLATES BOLTED TO THE CONCRETE FLOOR.

SAWCUT AND REMOVE CONCRETE SLAB AS REQUIRED TO INSTALL NEW FIRE PROTECTION SERVICE AND

PLUMBING TO THE BATHROOM AND ELECTRICAL SERVICE.

SAWCUT AND REMOVE CONCRETE SLAB AROUND BOLLARD AS REQUIRED. CUT CONCRETE FILLED STEEL

BOLLARDS 6 INCHES BELOW SLAB AND REMOVE.

SAWCUT AND REMOVE ASPHALT PAVING AROUND BOLLARD AS REQUIRED. CUT CONCRETE FILLED STEEL

BOLLARDS 12" BELOW TOP OF ASPHALT AND REMOVE.

EXCAVATE AROUND BOLLARDS IN LAWN AS REQUIRED. CUT CONCRETE FILLED STEEL BOLLARDS 12" BELOW

GRADE AND REMOVE.

REMOVE THE OVERHEAD DOOR, TRACK AND OPERATOR COMPLETE. EXISTING STEEL FRAME AT OH DOOR

OPENING TO REMAIN. SALVAGE AND DELIVER OH DOOR AND COMPONENTS TO OWNER.

REMOVE PLYWOOD MOUNTING BOARD AND ASSOCIATED FRAMING.

REMOVE ALUMINUM THRESHOLD AND ALL GASKETING AT THE DOORS AND FRAMES.

DISSASSEMBLE AND REMOVE FLOOR MOUNTED MEZZANINE, ALL ASSOCIATED FRAMING AND RAILING SYSTEM.

DELIVER TO THE OWNER.

REMOVE ROOFTOP CURB MOUNTED EXHAUST FANS AND CONTROLS. EXISTING STEEL CURBS TO REMAIN.

TYPICAL OF 4.

REMOVE DUCT PENETRATION FOR TEMPORARY HEAT THAT PENETRATES THE BLANK INFILL PANEL. REMOVE FG

BATT INSALTION BEHIND BLANK PANEL. SIDING TRIM TO REMAIN.

REMOVE LOUVER. SIDING TRIM TO REMAIN.

DEMOLITION NOTES:

A. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING

DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.

B. THE DEMOLITION DRAWINGS ARE GENERAL IN NATURE AND ARE NOT

INTENDED TO SHOW ALL DEMOLITION REQUIREMENTS. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL DEMOLITION

NECESSARY FOR CONSTRUCTION OF THE PROJECT.

C. NOTIFY THE ARCHITECT IMMEDIATELY, IN WRITING, OF ANY SIGNIFICANT

VARIATIONS IN FIELD CONDITIONS FROM THOSE SHOWN ON THE

DEMOLITION DRAWINGS.

GENERAL DEMOLITION NOTES

DEMOLITION DRAWING KEY

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

2 SEE DEMOLITION NOTE

REMOVE CONCRETE SLAB

WEST ELEVATION

1/4" = 1'-0"

EXISTING 3'x 7' METAL DOOR AND

FRAME TO REMAIN. PREPARE AND

PAINT. REPLACE DOOR SEALS AND

THERMALLY BROKEN ALUMINUM

THRESHOLD. EXISTING

HARDWARE TO REMAIN.

PREFINISHED CORRUGATED

METAL SIDING

EXISTING LIGHT FIXTURE

REMOVE EXG. OH DOOR,

FRAME TO REMAIN

REMOVE EXG. BOLLARDS

REMOVE EXISTING BREAKER BOX.

PATCH SIDING AT ABANDONED

PENETRATION WITH SHEET METAL.

RIVET TO SIDING PANEL AND PAINT TO

MATCH EXISTING SIDING. SET PATCH IN

CONT. BEAD OF SEALANT FOR

WEATHERTIGHT CONSTRUCTION.

PREFINISHED

ALUMINUM LOUVER

2' -4

A-6

REMOVE EXG. ROOFTOP MOUNTED

EXHAUST FAN. EXISTING METAL

CURB TO REMAIN. INSTALL NEW

EXHAUST FAN ON EXG. CURB. SEAL

WEATHERTIGHT.

REMOVE EXG. ROOFTOP MOUNTED

EXHAUST FAN. EXISTING METAL

CURB TO REMAIN. INSTALL 18 GA.

SHEET METALCAP, SLOPED TO DRAIN,

WITH VENT PIPES. SEAL

WEATHERTIGHT.

NEW LIGHT FIXTURE AT DOOR

A-6

FLAT PREFINISHED METAL

PANEL AT VENT PIPES

C O N S U L T A N T S

A R C H I T E C T S

1 1 7 S t. P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V T 0 5 4 0 1

P: 8 0 2 • 8 6 3 • 2 2 2 7

F: 8 0 2 • 8 6 3 • 0 0 9 3

ALVAR E Z

SIENKIEWYCZ

S M I T H

R E V I S I O N S

DATE: 10/4/2019

SCALE: AS NOTED

CHECKED: SS

DRAWN: SAL

P R O J E C T

COPYRIGHT 2017 SMITH ALVAREZ SIENKIEWYCZ ARCHITECTS, PC

CIVIL

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

STRUCTURAL

RICHARD M. DOHERTY, P.E.

595 DORSET STREET, #6

SO. BURLINGTON, VT

05403 P: 802-660-9212 F: 802-660-8403

MECHANICAL/

ELECTRICAL:

YEATON ASSOCIATES

66 JACKSON ST.

LITTLETON, NH 03561

P: 603-444-6578

COST ESTIMATION:

TOM BARDEN

BARDEN INSPECTION

AND CONSULTING

196 BALDWIN ROAD

HINESBURG, VERMONT 05461

P: 802-482-6607 F: 802-482-6609

SAS PROJECT NO. 1001

CURZ 182804

ALTER B-180

MACHINE

SHOP

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

CONSTRUCTION

DRAWINGS

A-3

EXTERIOR

ELEVATIONS

NORTH ELEVATION

1/4" = 1'-0"

EXG. CORUGATED PREFINISHED

METAL ROOFING

EXG. CORUGATED PREFINISHED METAL SIDING

EXG. GUTTERS AND DOWNSPOUTS

EXISTING 14'-0" WIDE x 10'-0" HIGH

INSULATED METAL OH SECTIONAL DOOR.

REPLACE DOOR SEALS. PAINT EXTERIOR

SURFACE TO MATCH PROPOSED SIDING

COLOR AT OH DOOR INFILLS. TYPICAL OF 2.

EXISTING 3'x 7' METAL DOOR AND FRAME TO

REMAIN. PREPARE AND PAINT. REPLACE DOOR

SEALS AND THERMALLY BROKEN ALUMINUM

THRESHOLD. EXISTING HARDWARE TO REMAIN.

APPROXIMATE EXISTING GRADE

FIBERGLASS CASEMENT

WINDOW

2" FIBERGLASS SILL

NOSING

PREFINISHED CORRUGATED

METAL SIDING

EXISTING LIGHT FIXTURE

REMOVE EXG. OH DOOR,

FRAME TO REMAIN

REMOVE EXISTING LOUVER.

INSTALL BLANK METAL PANEL.

PAINT TO MATCH EXG. SIDING

EXG. PREFINISHED METAL CORNER TRIM

EXISTING BOLLARDS AT OH DOORS

TO REMAIN

EXISTING LIGHT FIXTURE

A-6

REMOVE EXG. ROOFTOP MOUNTED

EXHAUST FAN. EXISTING METAL CURB

TO REMAIN. INSTALL 18 GA. SHEET

METAL CAP, SLOPED TO DRAIN, WITH

TWO GOOSENECK VENTS. SEAL

WEATHERTIGHT.

REMOVE EXG. ROOFTOP MOUNTED

EXHAUST FAN. EXISTING METAL

CURB TO REMAIN. INSTALL NEW

EXHAUST FAN ON EXG. CURB. SEAL

WEATHERTIGHT.

NEW LIGHT FIXTURE AT DOOR

A

SOUTH ELEVATION

1/4" = 1'-0"

EXG. CORUGATED PREFINISHED

METAL ROOFING

EXG. CORUGATED PREFINISHED

METAL SIDING

EXG. GUTTERS AND

DOWNSPOUTS

EXISTING 3'x 7' METAL DOOR AND FRAME

TO REMAIN. PREPARE AND PAINT.

REPLACE DOOR SEALS AND THERMALLY

BROKEN ALUMINUM THRESHOLD.

EXISTING HARDWARE TO REMAIN.

EXISTING 14'-0" WIDE x 10'-0" HIGH

INSULATED METAL OH SECTIONAL

DOOR. REPLACE DOOR SEALS. PAINT

EXTERIOR SURFACE TO MATCH

PROPOSED SIDING COLOR AT OH

DOOR INFILLS. TYPICAL OF 2.

FIBERGLASS CASEMENT

WINDOW

2" FIBERGLASS SILL NOSING

PREFINISHED CORRUGATED

METAL SIDING

EXG. BLANK PANEL. REMOVE TEMP.

HEAT DUCT AND PATCH HOLE IN EXG.

BLANK PANEL. INSTALL FLAT METAL

PANEL OVER BLANK PANEL. PAINT TO

MATCH EXG. SIDING.

APPROXIMATE EXISTING

GRADE

EXISTING LIGHT FIXTURE

REMOVE EXG. OH DOOR,

FRAME TO REMAIN

EXG. PREFINISHED METAL

CORNER TRIM

EXISTING LIGHT FIXTURE

REMOVE EXG. BOLLARDS,

TYPICAL @ 4 REMOVED

OH DOORS

REMOVE EXG. ROOFTOP MOUNTED

EXHAUST FAN. EXISTING METAL

CURB TO REMAIN. INSTALL 18 GA.

SHEET METAL CAP, SLOPED TO

DRAIN, WITH VENT PIPES. SEAL

WEATHERTIGHT.

A-7

REMOVE EXG. ROOFTOP MOUNTED

EXHAUST FAN. EXISTING METAL CURB

TO REMAIN. INSTALL 18 GA. SHEET

METAL CAP, SLOPED TO DRAIN, WITH

GOOSENECK VENT. SEAL

WEATHERTIGHT.

NEW LIGHT FIXTURE AT DOORA

ON GRADE HEAT PUMP

MOUNTED ON 18"

QUICKSLING STAND

8" REINFORCED

CONCRETE PAD

EAST ELEVATION

1/4" = 1'-0"

FIBERGLASS CASEMENT

WINDOW

2" FIBERGLASS SILL

NOSING

PREFINISHED CORRUGATED

METAL SIDING

REMOVE EXG. OH DOOR,

FRAME TO REMAIN

REMOVE EXG. BOLLARDS

EXISTING PREFINISHED

CORRUGATED METAL SIDING

EXISTING PREFINISHED

METAL CORNER TRIM

APPROXIMATE EXG. GRADE

EXISTING PREFINISHED

METAL RAKE TRIM

REMOVE EXG. ROOFTOP MOUNTED

EXHAUST FAN. EXISTING METAL CURB

TO REMAIN. INSTALL 18 GA. SHEET

METAL CAP, SLOPED TO DRAIN, WITH

TWO GOOSENECK VENTS. SEAL

WEATHERTIGHT.

REMOVE EXG. ROOFTOP MOUNTED

EXHAUST FAN. EXISTING METAL CURB

TO REMAIN. INSTALL 18 GA. SHEET

METAL CAP, SLOPED TO DRAIN, WITH

GOOSENECK VENT. SEAL

WEATHERTIGHT.

ON GRADE HEAT PUMP

MOUNTED ON 18"

QUICKSLING STAND

8" REINFORCED

CONCRETE PAD

EXISTING TEL/COMM

SERVICE ENTRANCE TO

REMAIN. REPLACE

BROKEN CONDUIT.

A

1 1 7 S t. P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V T 0 5 4 0 1

P: 8 0 2 • 8 6 3 • 2 2 2 7

F: 8 0 2 • 8 6 3 • 0 0 9 3

ALVAR E Z

SIENKIEWYCZ

S M I T H

R E V I S I O N S

DATE: 10/4/2019

SCALE: AS NOTED

CHECKED: SS

DRAWN: SAL

P R O J E C T

COPYRIGHT 2017 SMITH ALVAREZ SIENKIEWYCZ ARCHITECTS, PC

CIVIL

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

STRUCTURAL

RICHARD M. DOHERTY, P.E.

595 DORSET STREET, #6

SO. BURLINGTON, VT

05403 P: 802-660-9212 F: 802-660-8403

MECHANICAL/

ELECTRICAL:

YEATON ASSOCIATES

66 JACKSON ST.

LITTLETON, NH 03561

P: 603-444-6578

COST ESTIMATION:

TOM BARDEN

BARDEN INSPECTION

AND CONSULTING

196 BALDWIN ROAD

HINESBURG, VERMONT 05461

P: 802-482-6607 F: 802-482-6609

SAS PROJECT NO. 1001

CURZ 182804

ALTER B-180

MACHINE

SHOP

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

CONSTRUCTION

DRAWINGS

BUILDING SECTION A-A • WEST INTERIOR ELEVATION

1/4" = 1'-0"

- 1

0' -3

/2

- 1

2' -7

/2

EXG. STEEL FRAME, PAINT

EXG. 8 1/2" STEEL

PURLINS @

+/- 4'-8" O.C.

EXG. 6 3/4" STEEL GIRT

- 7

'-3

/2

EXG. GUTTER

EXG. 6" CONCRETE

SLAB ON GRADE

- 1

5' -5

/4

TYPICAL ROOF (R-48)

• EXG. PREFINISHED METAL ROOFING

• EXG. 8 1/2" STEEL PURLINS

• REMOVE EXG. LAMINATED FG BATT INSULATION W/ INTEGRAL VB

• 2" SPRAY IN PLACE URETHANE INSULATION

• 3 5/8", 20 GA. METAL STUDS @ 16" O.C.

• 10" DENSE PACK CELLULOSE INSULATION

• 5/8" FC GWB, TAPE AND PAINT

REMOVE EXG. OH DOOR,

TRACK AND OPERATOR

COMPLETE. REMOVE

BOLLARDS

MECHANICAL UNIT WITH

OUTSIDE AIR INTAKE

LOUVER BEHIND

HOT WATER HEATER

COMPRESSOR

(GFE-GI)

EXG. STEEL DOOR

AND FRAME, PAINT

TRANSFORMERS

LIGHTS, TYP.

DUCTS, PAINT,

TYPICAL

REMOVE EXG. ROOFTOP MOUNTED

EXHAUST FAN. EXISTING METAL

CURB TO REMAIN. INSTALL NEW

EXHAUST FAN ON EXG. CURB. SEAL

WEATHERTIGHT.

REMOVE EXG. ROOFTOP

MOUNTED EXHAUST FAN.

EXISTING METAL CURB TO

REMAIN. INSTALL 18 GA. SHEET

METAL CAP, SLOPED TO DRAIN,

WITH VENT PIPES. SEAL

WEATHERTIGHT.

A B C D

4” OD SCHEDULE 40 STEEL

BOLLARD, 42" TALL, POWDER

COATED YELLOW WITH CAP

AND 8” x 8” BASE PLATE WITH

[4] - 3/4" CORNER HOLES (BY

POSTGUARD, OR EQUAL)

EPOXY ANCHOR TO CONC.

SLAB. TYPICAL OF 6.

GWB

4" RUBBER BASE

ELEC. PANEL

BEYOND

8' -0

3'-0"

LINE OF EXG. GIRT IN

WALL, TYPICAL

LINE OF EXG. COLUMN

IN WALL, TYPICAL

3/4" PWD

BACKBOARD, PAINT

A-4

BUILDING SECTIONS/

INTERIOR ELEVATIONS

BUILDING SECTION B-B EAST INTERIOR ELEVATION

1/4" = 1'-0"

EXG. STEEL

FRAME

EXG. 8 1/2" STEEL

PURLINS @ +/- 4'-8"

O.C.

EXG. 6 3/4" STEEL GIRT

EXG. GUTTER

EXG. 6" CONCRETE

SLAB ON GRADE

TYPICAL ROOF (R-48)

• EXG. PREFINISHED METAL ROOFING

• EXG. 8 1/2" STEEL PURLINS

• REMOVE EXG. LAMINATED FG BATT INSULATION W/ INTEGRAL VB

• 2" SPRAY IN PLACE URETHANE INSULATION

• 3 5/8", 20 GA. METAL STUDS @ 16" O.C.

• 10" DENSE PACK CELLULOSE INSULATION

• 5/8" FC GWB, TAPE AND PAINT

REMOVE EXG. OH DOOR,

TRACK AND OPERATOR

COMPLETE. REMOVE

BOLLARDS.

6' -8

3'-0"

REQUIRED EGRESS

CLEARANCE AT

STEEL FRAME

12"

ABCD

REMOVE EXG. ROOFTOP MOUNTED

EXHAUST FAN. EXISTING METAL CURB

TO REMAIN. INSTALL 18 GA. SHEET

METAL CAP, SLOPED TO DRAIN, WITH

TWO GOOSENECK VENTS. SEAL

WEATHERTIGHT.

REMOVE EXG. ROOFTOP MOUNTED

EXHAUST FAN. EXISTING METAL CURB

TO REMAIN. INSTALL 18 GA. SHEET

METALCAP, SLOPED TO DRAIN, WITH

GOOSENECK VENT. SEAL

WEATHERTIGHT.

EMERGENCY

SHOWER/EYEWASH

AND SIGNAGE7'

-4

DUCTS, PAINT,

TYPICAL

GWB

4" RUBBER BASE

FIBERGLASS WINDOWS

WITH PAINTED WOOD

CASING

LIGHTS, TYP,

GWB

'-9

TY

PI

C

A L

LINE OF EXG. GIRT IN

WALL, TYPICAL

LINE OF EXG. COLUMN

IN WALL, TYPICAL

FIRE

EXTINGUISHER

14S. SM CAB13S. WORK BENCH 5W. HEAT TREAT OVEN12S. DRILL PRESS 15S. LG CABINET3W. CP300 POWER SUPPLY 1W. MILLER WELDER

2W. MILLER WIRE

FEEDER 4W. TORCH OUTFIT

7W. PLASMA

CUTTER

BUILDING SECTION C-C • NORTH INTERIOR ELEVATION

1/4" = 1'-0"

EXG. 6" CONCRETE

SLAB ON GRADE

TYPICAL ROOF (R-48)

• EXG. PREFINISHED METAL ROOFING

• EXG. 8 1/2" STEEL PURLINS

• REMOVE EXG. LAMINATED FG BATT INSULATION W/ INTEGRAL VB

• 2" SPRAY IN PLACE URETHANE INSULATION

• 3 5/8", 20 GA. METAL STUDS @ 16" O.C.

• 10" DENSE PACK CELLULOSE INSULATION

• 5/8" FC GWB, TAPE AND PAINT

1 2 3 4 5 6

EMERGENCY

SHOWER/EYEWASH

AND SIGNAGE

BRACKET MOUNTED

FIRE EXTIGUISHER AND

SIGNAGE, FE (GFE-CI)

FIBERGLASS WINDOWS

WITH PAINTED WOOD

CASING

REMOVE EXG. OH DOOR,

TRACK AND OPERATOR

COMPLETE. REMOVE

BOLLARDS.

DUCTS, PAINT,

TYPICAL

GWB

4" RUBBER BASE

LIGHTS, TYP

EXG. OH DOOR, TRACK AND

OPERATOR TO REMAIN

EXISTING BOLLARDS

TO REMAIN

EXG. STEEL DOOR AND

FRAME BEYOND, PAINT

MECHANICAL UNIT

4” OD SCHEDULE 40 STEEL BOLLARD, 42"

TALL, POWDER COATED YELLOW WITH CAP

AND 8” x 8” BASE PLATE WITH [4] - 3/4"

CORNER HOLES (BY POSTGUARD, OR

EQUAL) EPOXY ANCHOR TO CONC. SLAB.

MACHINE SHOP AND

WELDING SHOP EQUIPMENT

(GFE-CI), TYPICAL)

MACHINE SHOP AND WELDING

SHOP CABINETS AND WORK

BENCHES (GFE-GI), TYPICAL

EXISTING STEEL FRAME, PAINT

4' -0

'-9

TY

PI

C

A L

7' -4

LINE OF EXG. GIRT IN

WALL, TYPICAL

BUILDING SECTION D-D • SOUTH INTERIOR ELEVATION

1/4" = 1'-0"

EXG. 6" CONCRETE

SLAB ON GRADE

TYPICAL ROOF (R-48)

• EXG. PREFINISHED METAL ROOFING

• EXG. 8 1/2" STEEL PURLINS

• REMOVE EXG. LAMINATED FG BATT INSULATION W/ INTEGRAL VB

• 2" SPRAY IN PLACE URETHANE INSULATION

• 3 5/8", 20 GA. METAL STUDS @ 16" O.C.

• 10" DENSE PACK CELLULOSE INSULATION

• 5/8" FC GWB, TAPE AND PAINT

123456

BRACKET MOUNTED

FIRE EXTIGUISHER

AND SIGNAGE, FE

(GFE-CI)

FIBERGLASS WINDOWS

WITH PAINTED WOOD

CASING

REMOVE EXG. OH DOOR,

TRACK AND OPERATOR

COMPLETE. REMOVE

BOLLARDS.

GWB

4" RUBBER…

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