3001 - B-384 DRAWINGS_100419.pdf

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. 1003

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-384 - STORAGE (S)

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

NON- COMBUSTIBLE

EXISTING BUILDING HEIGHT & AREA: (MOST RESTRICTIVE)

B-384:

• ONE STORY BUILDING

• TOTAL GROSS BUILDING AREA: 5,037 SF (4,985 PER FORM 1391)

• BUILDING HEIGHT: 16 FT

• ALLOWABLE HEIGHT/AREA: S-2 OCCUPANCY / 2B CONSTRUCTION:

4 STORIES / 75 FT / 104,000 SF

F-35

ALTER B-384

CURZ 182801

F-35

ALTER B-384 AME STORAGE

VERMONT AIR NATIONAL GUARD

SOUTH BURLINGTON, VERMONT

CURZ 182801

CONSTRUCTION DRAWINGS

OCTOBER 4, 2019

NFPA 101, LIFE SAFETY CODE- 2015 EDITION

CLASSIFICATION OF OCCUPANCY: B-384 - STORAGE

ANTICIPATED OCCUPANCY:

B-384 • UNOCCUPIED

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-384: STORAGE (SPRINKLERED)

• COMMON PATH OF TRAVEL: 100 FT

• DEAD-END CORRIDOR LIMIT: 100 FT

• MAXIMUM TRAVEL DISTANCE: 400 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, DOOR SCHEDULE, DOOR AND FRAME ELEVATIONS

A-2 REFLECTED CEILING PLAN

A-3 NORTH AND EAST EXTERIOR ELEVATIONS AND DETAIL

A-4 SOUTH AND WEST EXTERIOR ELEVATIONS AND DETAILS

A-5 BUILDING SECTIONS / INTERIOR ELEVATIONS

A-6 WALL SECTIONS AND DETAIL

A-7 DETAILS

STRUCTURAL DRAWING

S-1 B-384 FOUNDATION PLAN

MECHANICAL DRAWINGS

M0.1 MECHANICAL LEGENDS, SCHEDULES, DETAILS AND NOTES

M1.1 MECHANICAL FLOOR PLAN

ELECTRICAL DRAWINGS

E0.1 ELECTRICAL LEGENDS, NOTES AND DETAILS

ES1.1 ELECTRICAL SITE PLAN

E1.1 FLOOR PLANS - LIGHTING SYSTEMS AND POWER

EPH1.1 FLOOR PLAN - PHOTOMETRICS

FIRE PROTECTION DRAWINGS

FP0.1 FIRE PROTECTION LEGENDS AND NOTES

FP1.1 FIRE PROTECTION FLOOR PLAN

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 • F-35 ALTER B-384 AME STORAGE

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

319 300

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

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

VERMONT AIR

NATIONAL

GUARD

10/4/2019

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

CURZ: 182801

SOUTH BURLINGTON,

VERMONT

X-1

Existing Conditions Site Plan

KL - PROJECT NO: 18296

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

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

CIVIL

1" = 10'

TOM BARDEN

BARDEN INSPECTION AND

CONSULTING

196 BALDWIN ROAD

HINESBURG, VT 05461

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

COST ESTIMATION:

F-35

ALTER B-384

AME STORAGE

SAS - PROJECT NO: 1003

AutoCAD SHX Text 4"

AutoCAD SHX Text S

AutoCAD SHX Text

WV

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text ex.concrete

AutoCAD SHX Text

ex. paved

AutoCAD SHX Text Concrete

AutoCAD SHX Text Paved

AutoCAD SHX Text Existing CB

AutoCAD SHX Text Concrete

AutoCAD SHX Text SMh

AutoCAD SHX Text cleanout

AutoCAD SHX Text tel. ped.

AutoCAD SHX Text Ex. 2" Maple

AutoCAD SHX Text Sign

AutoCAD SHX Text Building 385

AutoCAD SHX Text Ex.

AutoCAD SHX Text Existing

AutoCAD SHX Text Rim 333.42

AutoCAD SHX Text Existing CB

AutoCAD SHX Text

WV

AutoCAD SHX Text Existing DMH2

AutoCAD SHX Text

ST

AutoCAD SHX Text

MW 210

AutoCAD SHX Text

ex. gravel

AutoCAD SHX Text x333.9'

AutoCAD SHX Text

AutoCAD SHX Text Rim 332.43'

AutoCAD SHX Text Shed

AutoCAD SHX Text Invert In 327.35' (24" CMP)

AutoCAD SHX Text Invert Out 327.27' (24" CMP)

AutoCAD SHX Text

MW

AutoCAD SHX Text Ex. bollards

AutoCAD SHX Text

ex. communication ped. MH7a

AutoCAD SHX Text

FO

AutoCAD SHX Text Building 384

AutoCAD SHX Text Ex. 6" water

AutoCAD SHX Text Ex. 12" water

AutoCAD SHX Text Ex. 6" water

AutoCAD SHX Text Ex. 4" PVC force main

AutoCAD SHX Text Existing storm

AutoCAD SHX Text Ex. Pavement

AutoCAD SHX Text Ex. Pavement

AutoCAD SHX Text Ex. sidewalk

AutoCAD SHX Text Ex. gas

AutoCAD SHX Text Ex. gas

AutoCAD SHX Text Ex. gas

AutoCAD SHX Text Ex. Gravel

AutoCAD SHX Text Ex. Gravel

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 gr

AutoCAD SHX Text gr

AutoCAD SHX Text gr

AutoCAD SHX Text gr

AutoCAD SHX Text Ex. grounding loop

AutoCAD SHX Text Ex. comm. handhold

AutoCAD SHX Text Existing lightning protection system connects to ground rod

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 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 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 Elevations are based on the NAVD 88 (Geoid 12A) vertical datum. 4. Project Horizontal Coordinates derived from GPS observation 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 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 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 18295/B384-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 gr

AutoCAD SHX Text gr

AutoCAD SHX Text Existing underground grounding loop

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

VERMONT AIR

NATIONAL

GUARD

10/4/2019

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

CURZ: 182801

SOUTH BURLINGTON,

VERMONT

C-1

Civil Site Plan

KL - PROJECT NO: 18296

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

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

CIVIL

1" = 10'

TOM BARDEN

BARDEN INSPECTION AND

CONSULTING

196 BALDWIN ROAD

HINESBURG, VT 05461

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

COST ESTIMATION:

F-35

ALTER B-384

AME STORAGE

SAS - PROJECT NO: 1003

AutoCAD SHX Text 4"

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text ex.concrete

AutoCAD SHX Text

ex. paved

AutoCAD SHX Text Existing CB

AutoCAD SHX Text SMh

AutoCAD SHX Text cleanout

AutoCAD SHX Text tel. ped.

AutoCAD SHX Text Ex. 2" Maple

AutoCAD SHX Text Building 385

AutoCAD SHX Text Ex.

AutoCAD SHX Text

WV

AutoCAD SHX Text Existing DMH2

AutoCAD SHX Text

AutoCAD SHX Text Rim 332.43'

AutoCAD SHX Text Invert In 327.35' (24" CMP)

AutoCAD SHX Text Invert Out 327.27' (24" CMP)

AutoCAD SHX Text

MW

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

GV

AutoCAD SHX Text Building 384

AutoCAD SHX Text Ex. 6" water

AutoCAD SHX Text Ex. 6" water

AutoCAD SHX Text Ex. 4" PVC force main

AutoCAD SHX Text Existing storm

AutoCAD SHX Text Ex. Pavement

AutoCAD SHX Text Ex. Pavement

AutoCAD SHX Text Ex. sidewalk

AutoCAD SHX Text Ex. gas

AutoCAD SHX Text Ex. gas

AutoCAD SHX Text Ex. gas

AutoCAD SHX Text Ex. Gravel

AutoCAD SHX Text Ex. Gravel

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

COMM

AutoCAD SHX Text

COMM

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 gr

AutoCAD SHX Text gr

AutoCAD SHX Text gr

AutoCAD SHX Text gr

AutoCAD SHX Text Ex. grounding loop

AutoCAD SHX Text Ex. comm. handhold

AutoCAD SHX Text Existing lightning protection system connects to ground rod

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 topographic survey 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) 2010.00 epoch. 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 Lansing, and is 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 based on a record 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 18295/B384-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 Sewer / Water Separation Detail

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. The location of sewer/storm mains in relation to water mains shall be in The location of sewer/storm mains in relation to water mains shall be in accordance with the Vermont Water Supply Rules. 2. Sanitary sewers, manholes, force mains and storage tanks shall be at least 10 Sanitary sewers, manholes, force mains and storage tanks shall be at least 10 feet horizontally from any existing or proposed water main. Storm sewers and manholes shall be at least 5 ft horizontally from any existing or proposed water main. The distance shall be measured edge to edge. If this distance cannot be obtained variance shall be approved by the ANR Drinking Water & Groundwater Protection Division. 3. 18" separation shall be maintained whether water is over or under sewer. If this 18" separation shall be maintained whether water is over or under sewer. If this distance cannot be obtained, then a solid 20 ft. long pipe sleeve may be installed centered on the crossing. This may only be done with approval from the Engineer and the ANR Drinking Water and Groundwater Protection Division. 4. A minimum separation of 25 ft. shall be maintained between waterlines and A minimum separation of 25 ft. shall be maintained between waterlines and underground storage tanks. 50 ft. separation is preferred, if possible.

AutoCAD SHX Text 18" min.

AutoCAD SHX Text Sewer

AutoCAD SHX Text Water main

AutoCAD SHX Text Select backfill compacted in 6" layers-95% standard proctor density.

AutoCAD SHX Text It is recommended that 2" rigid insulation be installed when the storm/sewer pipe crossing is over the waterline

AutoCAD SHX Text 18" min.

AutoCAD SHX Text Sewer

AutoCAD SHX Text mound slightly

AutoCAD SHX Text Typical Fire Protection 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 Fire Protection Drain Manhole

AutoCAD SHX Text (N.T.S.)

AutoCAD SHX Text 6' min.

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 4" D.I. fire protection line

AutoCAD SHX Text slope to drain

AutoCAD SHX Text Finish grade

AutoCAD SHX Text 1/2" Radius

AutoCAD SHX Text 4' x 4' square

AutoCAD SHX Text

- AASHTO H-20 wheel load

AutoCAD SHX Text

- Steel reinforced to ASTM Specs.

AutoCAD SHX Text

- ASTM spec. C478

AutoCAD SHX Text

- 5,000 PSI concrete

AutoCAD SHX Text Mastic, "O" ring

AutoCAD SHX Text Slope = See Site Plan

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3/4" to 1 1/2" crushed stone

AutoCAD SHX Text Undisturbed material

AutoCAD SHX Text or butyl rope.

AutoCAD SHX Text Non-shrink grout around cast iron frame

AutoCAD SHX Text Provide appropriate base and riser heights so an 8" cast iron frame and cover will achieve the final rim elevation, without any riser rings.

AutoCAD SHX Text Manhole riser by Camp, S.D. Ireland, or equal.

AutoCAD SHX Text New Heavy duty frame and solid cover. Use Neenah R-1557A or equal.

AutoCAD SHX Text 12" min.

AutoCAD SHX Text

REFER TO MECHANICAL PLANS FOR PIPE SIZE AND TYPE

AutoCAD SHX Text Provide structural support for pipe

AutoCAD SHX Text Valve and drain. Refer to mechanical plans

AutoCAD SHX Text New overhead door. Refer to architectural plans

AutoCAD SHX Text New overhead door. Refer to architectural plans

AutoCAD SHX Text New man door. Refer to architectural plans

AutoCAD SHX Text New man door. Refer to architectural plans

AutoCAD SHX Text New underground power. Coordinate with MEP plans.

AutoCAD SHX Text New 4" D.I. fire protection lines Coordinate with MEP plans. Sawcut and restore pavement

AutoCAD SHX Text New manhole for drainage of fire protection line. See detail and coordinate with MEP plans.

AutoCAD SHX Text Maintain 18" vertical separation between sewer and fire protection line

AutoCAD SHX Text New Fire Protection Line

AutoCAD SHX Text New Underground Electric

AutoCAD SHX Text Sawcut and remove pavement. Regrade existing gravel subbase to establish low spot 1"-2" below Building 384 finish floor. Low spot shall be approximately 5 feet from building face. Restore pavement to original condition.

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

AutoCAD SHX Text New manhole for drainage of fire protection line. See detail and coordinate with MEP plans. Provide all necessary fittings and bends.

AutoCAD SHX Text New 45° bends withthrust blocks

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

AutoCAD SHX Text Sawcut pavement to install new fire protection line. Restore to original condition. Limits of sawcut shown for illustrative purposes.

AutoCAD SHX Text New 4" conduit with inner duct. Coordinate with MEP plans.

AutoCAD SHX Text New 8" concrete filled steel bollard. Refer to structural details.

AutoCAD SHX Text New 8" concrete filled steel bollard. Refer to structural details.

AutoCAD SHX Text Use flat top

AutoCAD SHX Text Booted connection (typical)

AutoCAD SHX Text New Underground Communications

AutoCAD SHX Text gr

AutoCAD SHX Text gr

AutoCAD SHX Text Existing underground grounding loop

AutoCAD SHX Text Contract Limit Line

AutoCAD SHX Text

CONTRACT LIMIT LINE

AutoCAD SHX Text

CONTRACT LIMIT LINE

AutoCAD SHX Text Existing Fire Protection room in B-385. Refer to Fire Protection Drawings.

NOTE: Maintain clear all egress doors from B-385 that fall within the Contract Limit Line

A

B

C

N

- 2

5' -0

B-384 FLOOR PLAN

1/8" = 1'-0"

- 2

5' -0

+/- 25'-0" +/- 25'-0" +/- 24'-10 1/2"+/- 24'-10 1/2"

SOUTH ELEVATION

1/8" = 1'-0"

NORTH ELEVATION

1/8" = 1'-0"

WEST ELEVATION

1/8" = 1'-0"

EAST ELEVATION

1/8" = 1'-0"

A

XC-1

A

XC-1

CORRUGATED PREFINISHED

METAL ROOFING

CORRUGATED PREFINISHED

METAL SIDING

2 3 4 5

1 2 3 4 5 12345

A B C ABC

OPEN OPEN OPEN OPEN

METAL EAVE TRIM

STEEL COLUMN

APPROXIMATE GRADE

APPROXIMATE GRADE

CORRUGATED PREFINISHED

METAL SIDING

APPROXIMATE GRADE

METAL RAKE TRIM

METAL CORNER TRIM

CORRUGATED PREFINISHED

METAL SIDING

APPROXIMATE GRADE

METAL RAKE TRIM

METAL CORNER TRIM

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: 8/1/2019

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. 1003

CURZ 182801

F-35

ALTER B-384

AME STORAGE

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

B-384 BUILDING SECTION A-A

1/4" = 1'-0"

- 1

0' -8

- 1

2' -3

STEEL FRAME

9 1/2" STEEL PURLINS

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

9 1/2" STEEL GIRT

- 7

'-6

SLOPED ASPHALT

PAVING

'-5

'-7

ABC

XC-1

EXISTING CONDITIONS

BUILDING 384 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 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. 1003

CURZ 182801

F-35

ALTER B-384

AME STORAGE

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

CONSTRUCTION

DRAWINGS

A-1

FLOOR PLAN,

DOOR SCHEDULE,

DOOR AND FRAME

ELEVATIONS

101 100 102

- 2

5' -0

- 2 5'

-0

+/- 25'-0" +/- 25'-0" +/- 24'-6"+/- 24'-6"

9"

'-0

1'-6"14'-0"

BETWEEN CHANNELS

MOBILITY STORAGE

RACKS (GFE-GI)

EXG. STEEL FRAME ABOVE

CUT AND REMOVE EXG. STEEL

GIRTS AT PROPOSED OH DOOR.

INSTALL NEW STEEL FRAMING AT

OH DOOR. INSTALL METAL OH

SECTIONAL DOOR.

INSTALL NEW STEEL FRAMING

AT OH DOOR. INSTALL METAL OH

SECTIONAL DOOR

ENCLOSE THE NORTH WALL; INSTALL METAL GIRTS AND FRAMING AND NEW METAL SIDING

SAWCUT AND REMOVE THE EXISTING ASPHALT

PAVEMENT INSIDE AND OUTSIDE THE BUILDING

AS REQUIRED TO INSTALL THE NEW CONCRETE

FOUNDATION WALL ALONG THE NORTH SIDE.

PATCH THE PAVING TO MATCH.

SAWCUT AND REMOVE EXG. CONC.

CURB AS REQUIRED FOR OH DOOR

SILL. REPLACE/PATCH TOP OF

CONCRETE.

SAWCUT AND REMOVE THE EXISTING

ASPHALT PAVEMENT INSIDE AND

OUTSIDE THE BUILDING AS REQUIRED

TO MODIFY THE TOP OF THE EXG. WALL

AT THE OH DOOR. PATCH THE PAVING TO

MATCH.

8"Ø CONCRETE FILLED

GALV. STEEL BOLLARDS

SEE STRUCTURAL.

PROVIDE REMOVABLE

YELLOW PLASTIC

SLEEVES. TYPICAL OF 4

EXISTING METAL SIDING

TO REMAIN

EXISTING STEEL GIRTS AND

FRAMING, TYPICAL WEST,

SOUTH AND EAST SIDES.

PREPARE AND PAINT

EXISTING STEEL COLUMNS AND FRAME.

PREPARE AND PAINT, TYPICAL

EXISTING STEEL COLUMNS

AND FRAME, TYPICAL

CORRUGATED PREFINISHED

METAL SIDING PANELS

STEEL GIRTS/FRAMING

POWER PANELS MOUNTED ON 3/4"

PWD BACKBOARD. 6"-18 GA. FRAMING

@ 24" O.C. AS REQUIRED. PAINT PWD

AND FRAMING.

TRANSFORMER ON AN 8"

REINFORCED CONCRETE

HOUSEKEEPING PAD

A

B

C

1 2 3 4 5

N

FLOOR PLAN

1/4" = 1'-0"

REMOVE EXISTING METAL

SIDING AND REPLACE

WITH NEW AT EAST WALL

14'-2"

@ CONCRETE

1'-5"3'-4"

@ CONC.

3'-6 3/4"

@ CONC.

3'-6"3'-4 3/4" R.O.

3'-4 3/4" R.O.

3'-6 3/4"

@ CONC.

2'-5"

@ CONC.

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. PAD

EXISTING METAL SIDING

TO REMAIN

FIRE PROTECTION DRAIN

MANHOLE, REFER TO CIVIL

AND MEP DRAWINGS

8' -0

5'

-0

TEL/COM SERVICE PANEL

MOUNTED ON 3/4" PWD

BACKBOARD.

TELEPHONE (GFE-GI)

C

A-5

D

A-5

A-7

AT CURB

BELOW

A-6

A

A-5

A

A-5

A-5

B

A-5

B

C

A-5

D

A-5

A-6

A-6

A-74'-0"

8"

8"

2' -9

2'-0"

TELEPHONE (GFE-GI)

MOUNTED ON 3/4"

PWD PANEL

LIGHTNING PROTECTION SYSTEM

CONNECTS TO A GROUND ROD IN

THIS CORNER. VERIFY LOCATION

IN FIELD AND PROTECT.

3' -0

TRANSFORMER DISCONNECT

MOUNTED ON 3/4" PWD BACKBOARD.

6"-18 GA. FRAMING AS REQUIRED.

PAINT PWD AND FRAMING.

DOOR SCHEDULE

DOOR SIZE DOOR FRAME

NO. WIDTH HEIGHT THK ELEV MAT ELEV MAT HEAD JAMB THR HWD SET REMARKS

100 3'0" 7'0" 1 3/4" A MTL A STL 4 5 & 7 SIM. 6 1 DETAILS ON DRAWING A-7

101 14'0" 14'0" 1 1/2" B MTL - STL 1 2 & 7 3 2 DETAILS ON DRAWING A-7

102 3'0" 7'0" 1 3/4" A MTL A STL 4 5, 7 SIM. & 10 6 1 DETAILS ON DRAWING A-7

103 14'0" 12'0" 1 1/2" B MTL - STL 1 SIM. 2 & 7 3 2 DETAILS ON DRAWING A-7

DOOR ELEVATIONS

1/4" = 1'-0"

DOOR FRAMES

1/4" = 1'-0"

A.A. B.

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.

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. 1003

CURZ 182801

F-35

ALTER B-384

AME STORAGE

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

CONSTRUCTION

DRAWINGS

A-2

REFLECTED

CEILING PLAN

N

- 2

5' -0

REFLECTED CEILING PLAN

1/4" = 1'-0"

- 2

5' -0

+/- 25'-0" +/- 25'-0" +/- 24'-6"+/- 24'-6"

A

B

C

1 2 3 4 5

LIGHTS, TYPICAL

EXISTING STEEL PURLINS,

PREPARE AND PAINT

EXISTING STEEL FRAME,

PREPARE AND PAINT

EXISTING PREFINISHED

METAL ROOFING PANELS

LINE OF OH DOOR IN

OPEN POSITIONLINE OF OH DOOR IN

OPEN POSITION

A

A-5

A

A-5

A-5

B

A-5

B

C

A-5

D

A-5

A-6

A-6

A-7

EAST ELEVATION

1/4" = 1'-0"

CORUGATED PREFINISHED

METAL SIDING

GALV. METAL OH

SECTIONAL DOOR

APPROXIMATE EXG. GRADE

EXISTING PREFINISHED

METAL RAKE TRIM

ABC

PREFINISHED METAL

CORNER TRIM

A-7

1 SIM.

A-7

PREFINISHED METAL

CORNER TRIM

A-7

10 SIM.

8 SIM.

A-7

8"Ø CONCRETE FILLED

GALV. STEEL BOLLARDS,

TYPICAL

WALL MOUNTED

EXHAUST FAN

WALL MOUNTED

EXHAUST FAN

A-4

1&2

A-4

A-4

1 SIM.

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. 1003

CURZ 182801

F-35

ALTER B-384

AME STORAGE

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

CONSTRUCTION

DRAWINGS

A-3

NORTH AND EAST

EXTERIOR ELEVATIONS

AND DETAILS

NORTH ELEVATION

1/4" = 1'-0"

CORRUGATED PREFINISHED

METAL SIDING GALV. STEEL OH SECTIONAL

DOOR.

GALV. METAL DOOR AND

HM FRAME, PAINT,

TYPICAL OF 2.

LED LIGHT, CENTER OVER DOOR,

TYPICAL OF 4

8"Ø CONCRETE FILLED GALV. STEEL

BOLLARDS, SEE STRUCTURAL.

PROVIDE REMOVABLE YELLOW

PLASTIC SLEEVES. TYPICAL OF 4.

4' -0

12345

PREFINISHED METAL

CORNER TRIM

10 SIM.

A-7

PREFINISHED METAL

CORNER TRIM

A-7

A-7

A-7

A-7

SS COVER PLATES

PREFINISHED METAL

LOUVER

A-3

1&2

A-3

PREFINISHED METAL

HEAD TRIM

12-14 x 1 1/4 SELF-DRILLER

W/ WASHER @ 12" O.C.

PREMOULDED

COMPRESSIBLE FILLER

AT LARGE RIBS

18 GA. PREFINISHED

METAL WALL PANELS,

"FLEXOSPAN" FLEXRIB

(OR EQUAL).

10" x 3 1/2" x 12 GA. STEEL

FRAME, PAINT

ATTACHMENT CLIPS

PREFINISHED ALUMINUM

LOUVER WITH BIRD

SCREEN

BACKER ROD AND

SEALANT

DAMPER WITH

MESH SCREEN

LOUVER HEAD

3" = 1'-0"1

3" LONG ATTACHMENT CLIPS

PREFINISHED ALUMINUM

LOUVER WITH BIRD

SCREEN

3"

1/

2"

BACKER ROD AND

SEALANT

PREFINISHED

METAL SILL TRIM

4"

10"x 3 1/2" x 12 GA.

STEEL GIRTS, PAINT

18 GA. PREFINISHED METAL

WALL PANELS, "FLEXOSPAN"

FLEXRIB (OR EQUAL).

12-14 x 1 1/4 SELF-DRILLER

W/ WASHER @ 12" O.C.

PREMOULDED

COMPRESSIBLE FILLER

AT LARGE RIBS

LOUVER SILL

3" = 1'-0"2

10" x 3 1/2" x 12 GA. STEEL

JAMB, PAINT

STEEL GIRT BELOW

12-14 x 1 1/4 SELF-DRILLER

W/ WASHER @ 12" O.C.

18 GA. PREFINISHED METAL

WALL PANELS, "FLEXOSPAN"

FLEXRIB (OR EQUAL).

PREFINISHED METAL

'J' TRIM

PREFINISHED

ALUMINUM LOUVER

WITH BRID SCREEN

BACKER ROD AND

SEALANT

ATTACHMENT CLIPS

LOUVER JAMB

3" = 1'-0"3

CONCRETE PAD

1" = 1'-0"4

1 1/2" CRUSHED STONE

ASPHALT PAVEMENT

1" CHAMFER AT TOP

EDGE, TYPICAL

#4 @ 10" O.C.

EACH WAY

8" CONCRETE PAD

3' -0

TRANSFORMER

8"

3"

[2]- 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. PAD

5'-0" x 4'-0"

WEST ELEVATION

1/4" = 1'-0"

EXISTING CORUGATED

PREFINISHED METAL SIDING

APPROXIMATE EXG. GRADE

EXISTING METAL

RAKE TRIM

A B C

PREFINISHED METAL

CORNER TRIM

A-7

10 SIM.

EXISTING PREFINISHED

METAL CORNER TRIM

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. 1003

CURZ 182801

F-35

ALTER B-384

AME STORAGE

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

CONSTRUCTION

DRAWINGS

A-4

SOUTH AND WEST

EXTERIOR ELEVATIONS

AND DETAILS

SOUTH ELEVATION

1/4" = 1'-0"

EXISTING CORUGATED

PREFINISHED METAL ROOFING

PREFINISHED METAL

CORNER TRIM

APPROXIMATE EXG. GRADE

1 2 3 4 5

INFILL EXISTING 4" PVC PIPE

SCUPPERS THRU CONCRETE

CURB. 2 PER BAY, TYPICAL AT

SOUTH WALL. REFER TO

STRUCTURAL DRAWINGS

INFILL EXISTING 1" DRAINAGE SLOT

THRU CONCRETE CURB AT BOTH

SIDES OF EACH PIER, DEPTH

UNKNOWN, TYPICAL. REFER TO

STRUCTURAL DRAWINGS.

EXISTING PREFINISHED

METAL CORNER TRIM

10 SIM.

A-7

EXISTING CORUGATED

PREFINISHED METAL

SIDING TO REMAIN

PREFINISHED METAL

HEAD TRIM

12-14 x 1 1/4 SELF-DRILLER

W/ WASHER @ 12" O.C.

PREMOULDED COMPRESSIBLE

FILLER AT LARGE RIBS

18 GA. PREFINISHED METAL WALL

PANELS, "FLEXOSPAN" FLEXRIB

(OR EQUAL).

10" x 3 1/2" x 12 GA. STEEL

FRAME, PAINT

EXHAUST FAN, MOUNT

TO 12 GA. PANEL

PREFINISHED 12 GA.

SHEET METAL PANEL,

MATCH SIDING COLOR

MESH SCREEN AT INLET

PREFINISHED 12 GA.

SHEET METAL PANEL,

MATCH SIDING COLOR

10" x 3 1/2" x 12 GA. STEEL

JAMB BEYOND

EXG. STEEL GIRT AT

SIMILAR, PAINT

EXHAUST FAN HEAD

3" = 1'-0"1

EXHAUST FAN, MOUNT

TO 12 GA. PANEL

PREFINISHED 12 GA.

SHEET METAL PANEL,

MATCH SIDING COLOR

PREFINISHED METAL SILL

TRIM. SET IN CONTINUOUS

BEAD OF SEALANT AND

SCREW TO 12 GA. PANEL

EXISTING STEEL

GIRT, PAINT

1/

2"

18 GA. PREFINISHED METAL WALL

PANELS, "FLEXOSPAN" FLEXRIB

(OR EQUAL).

12-14 x 1 1/4 SELF-DRILLER

W/ WASHER @ 12" O.C.

PREMOULDED COMPRESSIBLE

FILLER AT LARGE RIBS

EXHAUST FAN SILL

3" = 1'-0"2

10" x 3 1/2" x 12 GA. STEEL

JAMB, PAINT

GIRT BELOW

12-14 x 1 1/4 SELF-DRILLER

W/ WASHER @ 12" O.C.

18 GA. PREFINISHED METAL WALL

PANELS, "FLEXOSPAN" FLEXRIB

(OR EQUAL).

PREFINISHED METAL

'J' TRIM

PREFINISHED 12 GA.

SHEET METAL PANEL,

MATCH SIDING COLOR

EXHAUST FAN JAMB

3" = 1'-0"3

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. 1003

CURZ 182801

F-35

ALTER B-384

AME STORAGE

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

CONSTRUCTION

DRAWINGS

BUILDING SECTION A-A

1/4" = 1'-0"

EXG. STEEL

FRAME BEHIND

EXG. 9 1/2" STEEL

PURLINS @ +/- 4'-8"

O.C., PAINT

10"x 3 1/2" x 12 GA.

STEEL GIRTS, PAINT

EXG. SLOPED

ASPHALT PAVING

EXG. 9 1/2"

STEEL GIRTS,

PAINT TYPICAL

A B C

CUT AND REMOVE EXG. STEEL

GIRTS AT PROPOSED OH DOOR.

INSTALL NEW STEEL FRAMING

AT OH DOOR.

SAWCUT AND REMOVE EXG. CONC.

CURB AS REQUIRED TO INSTALL

NEW OH DOOR SILL.

EXG. CONCRETE PIERS

AND FOOTINGS AT

STEEL TRUSS FRAMES

(ASSUMED, DEPTH

UNKNOWN)

CONCRETE FOUNDATION

WALL AND SHALLOW

FOOTING

EXG. CONCRETE

FOUNDATION (ASSUMED,

DEPTH UNKNOWN)

EXG. CORRUGATED

METAL SIDING

EXG. CORRUGATED

METAL ROOFING

SAWCUT AND REMOVE THE

EXISTING ASPHALT

PAVEMENT INSIDE AND

OUTSIDE THE BUILDING AS

REQUIRED TO INSTALL THE

NEW CONCRETE

FOUNDATION WALL ALONG

THE NORTH SIDE. PATCH

THE PAVING TO MATCH.

EXG. STEEL BEAM,

PAINT

APPROXIMATE

EXISTING GRADE

1/

2" B

EL

O

W E

X G

. C U

R B

'-0

STEEL FRAMING

AS REQ'D

5' -6

5'

-6

EXG. STEEL

ANGLE, PAINT

TYPICAL

EXG. CONC.

CURB

EXG. STEEL

COLUMN, PAINT

GALV. STEEL OH

SECTIONAL DOOR

GALV. STEEL

CHANNEL JAMBS,

PAINT.

GALV. STEEL CHANNEL

MOUNTED VERTICALLY AT

CENTERLINE OF SHAFT, PAINT.

TORSION SPRING

COUNTERBALANCE

CABLE DRUM

LEFT SIDE MOUNT

MOTOR OPERATOR

CABLE DRUM

OH DOOR TRACK

WALL MOUNTED

EXHAUST FAN

WALL MOUNTED

EXHAUST FAN

A-4

1&2

A-4

A-6

1 SIM.

A-4

A-5

BUILDING SECTIONS/

INTERIOR ELEVATIONS

BUILDING SECTION B-B

1/4" = 1'-0"

EXG. STEEL

FRAME, PAINT

EXG. 9 1/2" STEEL

PURLINS @ +/- 4'-8"

O.C., PAINT

EXG. SLOPED

ASPHALT PAVING

EXG. 9 1/2" STEEL

GIRTS, PAINT

ABC

EXG. CONCRETE

FOUNDATION (ASSUMED,

DEPTH UNKNOWN)

EXG. CORRUGATED

METAL SIDING

EXG. CORRUGATED

METAL ROOFING

APPROXIMATE

EXISTING GRADE

EXG. STEEL

COLUMN, PAINT

EXG. STEEL BEAM,

PAINT

EXG. STEEL

COLUMN, PAINT

EXG. CONCRETE PIERS,

FOUNDATION WALL AND

AND FOOTINGS (ASSUMED,

DEPTH UNKNOWN)

EXG. CONCRETE

CURB

A-3

POWER PANEL

TRANSFORMER ON

AN 8" REINFORCED

CONCRETE

HOUSEKEEPING PAD

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. PAD

TEL/COM SERVICE

PANEL

TELEPHONE (GFE-CI)

3/4" PWD BACKBOARD.

6"-18 GA. GALV. STEEL

FRAMING AS REQUIRED.

PAINT PWD AND FRAMING

TRANSFORMER

DISCONNECT

DUPLEX

DUPLEX, MOUNT ON

SIDE OF COLUMN, TYP.

MOBILITY STORAGE

RACK (GFE-GI)

7' -0

EXIT EXIT

BUILDING SECTION C-C

1/4" = 1'-0"

EXG. STEEL FRAME,

PAINT

EXG. SLOPED

ASPHALT PAVING

10" x 3 1/2" x 12 GA.

STEEL GIRT, PAINT

1 2

EXG. CORRUGATED

METAL ROOFING

3 4 5

GALV. STEEL OH

SECTIONAL DOOR

GALV. METAL DOOR AND HM

FRAME, PAINT, TYPICAL OF 2.

GALV. STEEL CHANNEL

JAMBS, PAINT.

9 1/2" GALV. STEEL

GIRTS, PAINT.

GALV. STEEL CHANNEL

HEADER, PAINT.

GALV. STEEL CHANNEL

HEADER, PAINT.

GALV. STEEL CHANNEL

MOUNTED VERTICALLY AT

CENTERLINE OF SHAFT, PAINT.

TORSION SPRING

COUNTERBALANCE

CABLE DRUM

LEFT SIDE MOUNT

MOTOR OPERATOR

OH DOOR TRACK

10" x 3 1/2" x 12 GA.

STEEL JAMB AND

HEADER, PAINT

GALV. STEEL DOOR

AND HM FRAME,

PAINT

EXG. CONCRETE PIERS AND

FOOTINGS AT STEEL TRUSS

FRAMES (ASSUMED, DEPTH

UNKNOWN)

CONCRETE FOUNDATION

WALL AND SHALLOW

FOOTING

EXG. STEEL GIRTS,

PAINT

3" x 4" x 12 GA. STEEL

ANGLE, PAINT

CONCRETE CURB

EXG. CONCRETE PIERS,

FOUNDATION WALL AND

AND FOOTINGS (ASSUMED,

DEPTH UNKNOWN)

PREFINISHED

METAL LOUVER,

TYP.

A-3

1&2

A-3

10" x 3 1/2" x 12 GA.

STEEL FRAME, PAINT

14'-10" 14'-10"

A-7

A-7

TELEPHONE (GFE-CI)

3/4" PWD BACKBOARD.

6"-18 GA. GALV. STEEL

FRAMING AS REQUIRED.

PAINT PWD AND FRAMING

SWITCH

2'-0"SWITCHES. MOUNT

ON JAMB FRAMING,

TYPICAL UNO.

BUILDING SECTION D-D

1/4" = 1'-0"

EXG. 9 1/2" STEEL

PURLINS @ +/- 4'-8" O.C.EXG. 9 1/2" STEEL

GIRT, PAINT

EXG. SLOPED

ASPHALT PAVING

EXG.STEEL

FRAMES, PAINT

EXG. CONCRETE FOUNDATION

(DEPTH UNKOWN)

EXG. CORRUGATED

METAL ROOFING

INFILL EXISTING 4" PVC PIPE

SCUPPERS THRU CONCRETE

CURB. 2 PER BAY, TYPICAL AT

SOUTH WALL. REFER TO

STRUCTURAL DRAWINGS

INFILL EXISTING 1" DRAINAGE

SLOT THRU CONCRETE CURB

AT BOTH SIDES OF EACH PIER,

DEPTH UNKNOWN, TYPICAL.

REFER TO STRUCTURAL

DRAWINGS.

EXISTING CONCRETE CURB

DUPLEX, MOUNT ON

SIDE OF COLUMN, TYP.

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. 1003

CURZ 182801

F-35

ALTER B-384

AME STORAGE

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

CONSTRUCTION

DRAWINGS

A-6

WALL SECTIONS

AND DETAIL

A

WALL SECTION 1

3/4" = 1'-0"1

A-7

A-7

5' -6

5'

-6

A-6

18 GA. PREFINISHED METAL

WALL PANELS, "FLEXOSPAN"

FLEXRIB (OR EQUAL).

10" x 3 1/2" x 12 GA. GIRTS

EXISTING STEEL

FRAME, PAINT

LINE OF BEAM AT EXTERIOR

WALL BEYOND

SHALLOW REINFORCED

CONCRETE FOUNDATION

6"

2' -6

4'-0"

8" 8" 8" 1'-1"11"

EXISTING CONCRETE PIER AND

FOOTING AT STEEL FRAME

BEYOND, DEPTH UNKNOWN

EXISTING ASPHALT PAVING TO

REMAIN, CUT AND PATCH AS

REQUIRED TO INSTALL FOUNDATION

EXG. 9 1/2" STEEL PURLINS

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

EXG. CORRUGATED METAL ROOFING

EXISTING PREFINISHED

METAL RAKE TRIM

1 SIM.

A-4

A-4

A-4

A

WALL SECTION 2

3/4" = 1'-0"2

A-7

1'-6"

8" 8"

1'-0"

@ OH DR

6"

6' -0

8"

2' -0

2'-8"

A-7

'-0

PROVIDE SLIGHT POSITIVE

DRAINAGE AWAY FROM NEW

NORTH WALL

EXG. 9 1/2" STEEL PURLINS @

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

EXG. SLOPED ASPHALT

PAVING

CUT AND REMOVE EXG. STEEL

GIRTS AT PROPOSED OH DOOR.

INSTALL NEW STEEL FRAMING

AT OH DOOR.

SAWCUT AND REMOVE EXG. CONC.

CURB AS REQUIRED TO INSTALL NEW

OH DOOR SILL.

EXG. CORRUGATED METAL ROOFING

STEEL FRAMING AS REQ'D

EXG. STEEL ANGLE,

PAINT TYPICAL

GALV. STEEL OH SECTIONAL

DOOR

GALV. STEEL CHANNEL

JAMBS, PAINT.

GALV. STEEL CHANNEL MOUNTED

VERTICALLY AT CENTERLINE OF

SHAFT, PAINT.

TORSION SPRING

COUNTERBALANCE

CABLE DRUM

LEFT SIDE MOUNT MOTOR

OPERATOR

OH DOOR TRACK

WALL MOUNTED EXHAUST FAN

18 GA. PREFINISHED METAL

WALL PANELS, "FLEXOSPAN"

FLEXRIB (OR EQUAL).

10" x 3 1/2" x 12 GA. GIRTS

BEYOND

SHALLOW REINFORCED

CONCRETE FOUNDATION

EXISTING CONCRETE PIER AND

FOOTING AT STEEL FRAME

BEYOND, DEPTH UNKNOWN

CUT AND PATCH ASPHALT PAVING

AS REQUIRED TO INSTALL

FOUNDATION

GALV. STEEL CHANNEL

HEADER, PAINT.

8" Ø CONCRETE FILLED GALV.

STEEL PIPE BOLLARD, SEE

STRUCTURAL DRAWINGS,

TYPICAL OF 4

BOLLARD FOOTING BEYOND

EXG. 9 1/2" STEEL GIRTS,

PAINT

EXISTING PREFINISHED

METAL RAKE TRIM

NOTE: PROVIDE

REMOVABLE YELLOW

PLASTIC SLEEVES AT ALL

NEW BOLLARDS

WALL SECTION 3

3/4" = 1'-0"3

1 SIM.

A-7

3 SIM.

A-7

1'-0"2'-8"

1'-6"

EXISTING PREFINISHED

METAL RAKE TRIM

1/

2"

'-0

4' -0

2'

-0

PROVIDE SLIGHT POSITIVE

DRAINAGE AWAY FROM

NEW NORTH WALL

EXG. 9 1/2" STEEL

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

PAINT

CUT AND REMOVE EXG. STEEL

GIRTS AT PROPOSED OH DOOR.

INSTALL NEW STEEL FRAMING

AT OH DOOR.

SAWCUT AND REMOVE EXG.

CONC. CURB AS REQUIRED TO

INSTALL NEW OH DOOR SILL.

EXG. CORRUGATED METAL

ROOFING

GALV. STEEL OH

SECTIONAL DOOR

GALV. STEEL CHANNEL

MOUNTED VERTICALLY

AT CENTERLINE OF

SHAFT, PAINT.

CABLE DRUM18 GA. PREFINISHED METAL

WALL PANELS, "FLEXOSPAN"

FLEXRIB (OR EQUAL).

CUT AND PATCH ASPHALT

PAVING AS REQUIRED TO

INSTALL FOUNDATION

GALV. STEEL CHANNEL

HEADER, PAINT.

BOLLARD FOOTING BEYOND

EXISTING CONCRETE FOUNDATION

AND FOOTINGS (SIZE AND DEPTH

UNKNOWN)

EXG. STEEL BEAM,

PAINT.

OH DOOR TRACK

8" Ø CONCRETE FILLED GALV.

STEEL PIPE BOLLARD, SEE

STRUCTURAL DRAWINGS,

TYPICAL OF 4

NOTE: PROVIDE

REMOVABLE YELLOW

PLASTIC SLEEVES AT ALL

NEW BOLLARDS

SEAT ANGLES AT GIRTS

3" = 1'-0"4

12-14 x 1 1/4 SELF-DRILLER

W/ WASHER @ 12" O.C.

18 GA. PREFINISHED METAL

WALL PANELS, "FLEXOSPAN"

FLEXRIB (OR EQUAL).

5" x 5" x 5" LONG x 12 GA.

CLIP ANGLE WITH [4] #12

TEK SCREWS TO COLUMN

AND GIRT

10" x 3 1/2" x 12 GA. GIRTS

COLUMN FLANGE

EXISTING STEEL

FRAME, PAINT

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. 1003

CURZ 182801

F-35

ALTER B-384

AME STORAGE

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

CONSTRUCTION

DRAWINGS

A-7

DETAILS

DOOR JAMB DETAIL

3" = 1'-0"5

OH DOOR JAMB

3" = 1'-0"2

HM DOOR FRAME

BEYOND

6" THERMALLY BROKEN

ALUMINUM THRESHOLD

ALUM THRESHOLD DETAIL

3" = 1'-0"6

THRESHOLD DETAIL @ O.H. DOOR

3" = 1'-0"3

O.H. SECTIONAL

GALV. STEEL DOOR

DOOR TRACK

DOOR HEAD DETAIL

3" = 1'-0"4

GALV. STEEL

DOOR, PAINT

GALV. METAL DOOR

FRAME, PAINT.

C10x15.3 GALV, STEEL

CHANNEL, PAINT

DOOR TRACK

BEYOND

O.H. SECTIONAL

GALV. STEEL DOOR

CONT. 3" x 3" x 1/4" GALV.

STEEL ANGLE WITH ANCHORS

CAST IN CONCRETE. SEE

DETAIL B/S-4.

8" CONCRETE CURB

BELOW

DOOR TRACK

(STANDARD LIFT)

OH DOOR HEAD

3" = 1'-0"1

C10 x 15.3 GALV.

STEEL CHANNEL,

PAINT

EXISTING PREFINISHED

METAL EAVE TRIM TO

REMAIN, SIMILAR AT

RAKE

6"

CONT. SEALANT, TYP.

ALUMINUM

THRESHOLD BELOW

GALV. STEEL CHANNEL

JAMB BEYOND, PAINT

PREFINISHED METAL

HEAD TRIM

12-14 x 1 1/4 SELF-DRILLER

W/ WASHER @ 12" O.C.

2"

O.H. DOOR JAMB @ CONCRETE CURB, DOOR SIM.

3" = 1'-0"7

O.H. SECTIONAL

GALV. STEEL DOOR

C8 x 11.5 GALV STEEL

CHANNEL, PAINT

1' -0

/8

V

ER

IF

Y W

/ M A

N U

F.

EX

IS

TI

N

G T

R

IM

T O

R

EM

A

IN

(A

SS

U M

ED

, V

IF

PREFINISHED METAL

'J' TRIM (FIELD

FLATTEN TRIM LEG

WHERE REQUIRED)

4"

3"

BACKER ROD AND

SEALANT

CONT. 12 GA. SHEET

ANGLE, PAINT

EXISTING METAL

FRAMING (ASSUMED)

EXISTING STEEL BEAM AT

SIMILAR RAKE ALONG EAST

WALL (GRID 5), PAINT

SI

M

IL

A

R A

T

EX

IS

TI

N G

E A

ST

R

A K

E

TR

IM

(V

IF

CENTERLINE OF SHAFT

HEADBOX BEYOND

STEEL FRAME BEYOND

CONT. STEEL JAMB CHANNELS

TO UNDERSIDE OF EXG.

SLOPED ROOF BEAM ABOVE

DOOR 103 ON EAST WALL.

4"x 4"x 1/4"x 4" CLIP ANGLE AT

BEAM W/ [2] 1/2" DIA. SS

BOLTS. TYPICAL AT BOTH

JAMBS.

EXISTING STEEL

PURLIN, PAINT

PREFINISHED METAL

HEAD TRIM

12-14 x 1 1/4

SELF-DRILLER W/

WASHER @ 12" O.C.

12-14 x 1 1/4 SELF-DRILLER

W/ WASHER @ 12" O.C.

PREFINISHED METAL

'J' TRIM

9 1/2" ZEE GIRT, PAINT

1/2" 8"

PREMOULDED

COMPRESSIBLE FILLER AT

L…