2001 - B-327 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. 1002

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-327 - HIGH-HAZZARD (H-1),

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

NON- COMBUSTIBLE

EXISTING BUILDING HEIGHT & AREA: (MOST RESTRICTIVE)

B-327:

• ONE STORY BUILDING

• TOTAL GROSS BUILDING AREA: 1,102 SF (1,088 PER FORM 1391)

• BUILDING HEIGHT: 14 FT

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

1 STORIES / 55 FT / 7,000 SF

ALTER B-327

CURZ 182803

ALTER B-327 MUNITIONS SHOP

VERMONT AIR NATIONAL GUARD

SOUTH BURLINGTON, VERMONT

CURZ 182803

CONSTRUCTION DRAWINGS

OCTOBER 4, 2019

NFPA 101, LIFE SAFETY CODE- 2015 EDITION

CLASSIFICATION OF OCCUPANCY: B-327 - INDUSTRIAL HIGH-HAZZARD

ANTICIPATED OCCUPANCY:

B-327 • AVERAGE DAILY: 8 PEOPLE

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-327: INDUSTRIAL, HIGH-HAZARD (UNSPRINKLERED PER VTANG)

• COMMON PATH OF TRAVEL: PROHIBITED

• DEAD-END CORRIDOR LIMIT: PROHIBITED

• MAXIMUM TRAVEL DISTANCE: PROHIBITED

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 FLOOR PLAN, ELEVATIONS AND SECTION

A-1 FLOOR PLAN, REFLECTED CEILING PLAN, WALL TYPES AND DETAILS

A-2 EXTERIOR ELEVATIONS AND BUILDING SECTION

A-3 WALL SECTIONS AND DETAILS

MECHANICAL DRAWINGS

M0.1 MECHANICAL LEGENDS AND NOTES

MD1.1 MECHANICAL DEMOLITION PLAN

M1.1 MECHANICAL FLOOR PLAN DETAILS AND SCHEDULES

ELECTRICAL DRAWINGS

E0.1 ELECTRICAL LEGENDS AND NOTES

E1.1 FLOOR PLANS - DEMOLITION, LIGHTING, POWER AND SYSTEMS

EPH1.1 FLOOR PLAN - PHOTOMETRICS

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-327 MUNITIONS 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

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

NOTE: BUILDING 327 IS WITHIN

THE SECURE MUNITIONS FACILITY

AND REQUIRES AN ESCORT MUNITION SECURITY GATE

VEHICULAR ACCESS

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

X-1

Existing Conditions Site Plan

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

ALTER B-327

MUNITIONS

SHOP

TOM BARDEN

BARDEN INSPECTION AND

CONSULTING

196 BALDWIN ROAD

HINESBURG, VT 05461

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

COST ESTIMATION:

KL - PROJECT NO: 18295

CURZ: 182803

SAS- PROJECT NO: 1002

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

WV

AutoCAD SHX Text S

AutoCAD SHX Text Sewer manhole Rim=330.79'

AutoCAD SHX Text Building 328

AutoCAD SHX Text ff=332.60'x

AutoCAD SHX Text

TB6

AutoCAD SHX Text

TB7

AutoCAD SHX Text

TB8

AutoCAD SHX Text x330.77

AutoCAD SHX Text x330.64

AutoCAD SHX Text

ex. CB

AutoCAD SHX Text 332.5x

AutoCAD SHX Text 332.5x

AutoCAD SHX Text

BUILDING 327

AutoCAD SHX Text D

AutoCAD SHX Text Existing dry well

AutoCAD SHX Text Existing 2" PE gas

AutoCAD SHX Text Abandoned underground power

AutoCAD SHX Text Abandoned underground power

AutoCAD SHX Text Existing 6" PVC sanitary sewer

AutoCAD SHX Text Existing 8" water

AutoCAD SHX Text Equipment pad

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 Existing 2" comm conduit

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 located during 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 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 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 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/B327-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

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: 18295

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: 182803

ALTER B-327

MUNITIONS

SHOP

SAS- PROJECT NO: 1002

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

WV

AutoCAD SHX Text Building 328

AutoCAD SHX Text ff=332.60'x

AutoCAD SHX Text

TB6

AutoCAD SHX Text

TB7

AutoCAD SHX Text x330.77

AutoCAD SHX Text x330.64

AutoCAD SHX Text

ex. CB

AutoCAD SHX Text 332.5x

AutoCAD SHX Text

BUILDING 327

AutoCAD SHX Text D

AutoCAD SHX Text Existing dry well

AutoCAD SHX Text Existing 2" PE gas

AutoCAD SHX Text Abandoned underground power

AutoCAD SHX Text Abandoned underground power

AutoCAD SHX Text Existing 6" PVC sanitary sewer

AutoCAD SHX Text Existing 8" water

AutoCAD SHX Text Equipment pad

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 Existing 2" comm conduit

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 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 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 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/B327-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. Coordinate with Vermont Gas.

AutoCAD SHX Text New Underground gas service

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

AutoCAD SHX Text gr

AutoCAD SHX Text gr

AutoCAD SHX Text Existing underground grounding loop

AutoCAD SHX Text

CONTRACT LIMIT LINE

Contract Limit Line

N

B-327 FLOOR PLAN

1/4" = 1'-0"

A

XC-1

A

XC-1

1 2 3 4

A

B

POWER PANEL

PHONE

RECESSED FIRE

EXTINGUISHER CABINET

SECURITY PANELS

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. 1002

CURZ 182803

ALTER B-327

MUNITIONS

SHOP

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

B-327 BUILDING SECTION A-A

3/8" = 1'-0"

A B

CORRUGATED

METAL SIDING

STANDING SEAM

METAL ROOFING

INSULATION

BATTS/BLANKET W/ VB

STEEL JOIST

OH DOOR

OH DOOR TRACK

POWER PANEL

PHONE

RECESSED FIRE

EXTINGUISHER CABINET

SECURITY PANELS

CONCRETE SLAB ON GRADE CONCRETE FOUNDATION

STEEL GIRT

INSULATION

BATTS/BLANKET W/ VB

STEEL BEAM

DIAGONEL STEEL

TUBE BRACE

STEEL GIRT

CORRUGATED METAL

ROOF DECK

XC-1

EXISTING CONDITIONS

BUILDING 327 PLAN,

ELEVATIONS AND

SECTION

WEST ELEVATION

3/16" = 1'-0"

EAST ELEVATION

3/16" = 1'-0"

PAINTED STEEL DOOR

AND FRAME

CMU BASE

SPEAKER

LOUVER

LIGHT

LOUVER

BUILDING SIGN

CORRUGATED

METAL SIDING

PAINTED METAL

OH DOOR

BOLLARD

METAL TRIM

PAINTED STEEL DOOR

AND FRAME

LIGHT

CORRUGATED

METAL SIDING

METAL TRIM

1 2 3 4 1234

NORTH ELEVATION

3/16" = 1'-0"

SOUTH ELEVATION

3/16" = 1'-0"

CMU BASE

CORRUGATED

METAL SIDING

METAL TRIM

APPROXIMATE GRADE

A B AB

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.

100 101

N

FLOOR PLAN

1/4" = 1'-0"

A

A-2

A

A-2 1 2 3 4

A

B

+/- 18'-0"

- 2

5' -4

+/- 10'-0" +/- 20'-0" +/- 10'-0"

+/- 41'-4"

- 2

6' -8

MUNITIONS SHOP

39'4" x 24'8"

970.22 S.F.

B1

F1 W1

1 TYPICAL

1 ABOVE 2 BELOW

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 TWO.

REPLACE 18'-0" WIDE x 10'-0" OH DOOR W/ 2"

INSULATED METAL OH SECTIONAL DOOR,

OVERHEAD DOOR SERIES 592 OR EQUAL.

MATCH EXISTING LITES.

EXISTING STEEL

COLUMNS

EXG.

POWER PANEL

EXG. PHONE

REMOVE, RELOCATE AND

REINSTALL EXG. FULLY

RECESSED FIRE

EXTINGUISHER CABINET.

FE (GFE-GI)

EXG. SECURITY PANELS

A-3

A-3

A-3

AIR HANDLING

UNIT

NOTE: TEMPORARILY

SUPPORT WALL MOUNTED

EQUIPMENT AS REQUIRED TO

MODIFY AND INSULATE THE

WALL. PROVIDE BLOCKING

INSIDE WALL AS REQUIRED

TO SUPPORT EQUIPMENT.

WALL MOUNTED FIRE

EXTINGUISHER.

PROVIDE WALL

BRACKET. FE (GFE-GI)

NEW TELECOM PANEL

CONSTRUCTION

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

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. 1002

CURZ 182803

ALTER B-327

MUNITIONS

SHOP

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

A-1

FLOOR PLAN,

REFLECTED CEILING

PLAN, WALL TYPES

AND DETAILS

ROOM FINISH SCHEDULE

FINISH REMARKS

CEILING

C1 GWB TAPE & PAINT

WALLS

W1 GWB TAPE & PAINT

BASE/ TYPE

B1 RUBBER

FLOORS

F1 RESINOUS FLOORING

LEGEND

WALL FINISHES

BASE FINISH

FLOOR FINISH

B1 F1

W1 INDICATES ALL WALLS

WALL TYPE 1

6 SUBDESIGNATION

CEILING FINISH

C1 11'-6" CEILING HEIGHT

DRAWING KEY

NEW CONSTRUCTION

EXISTING CONSTRUCTION TO BE REMOVED

EXISTING CONSTRUCTION TO REMAIN

N

REFLECTED CEILING PLAN

1/4" = 1'-0"

A

A-2

A

A-2 1 2 3 4

A

B

- 2

5' -4

+/- 10'-0" +/- 20'-0" +/- 10'-0"

+/- 41'-4"

- 2

6' -8

MUNITIONS SHOP

39'4" x 24'8"

970.22 S.F.

C1 VARIES

(11'-6"E to 12'-2"W)

REMOVE EXISTING LIGHTS,

SALVAGE AND DELIVER TO

OWNER. INSTALL NEW LED

LIGHTS.

EXISTING STEEL JOISTS

AND BOTTOM CHORD X

BRACING

LINE OF OH DOOR IN

OPEN POSITION

A-3

A-3

A-3

DOOR SCHEDULE

DOOR SIZE DOOR FRAME

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

100 18'5 1/2" 10'0" 2" 1 INS METAL EXG EXG 8 7 EXG. - REPLACE OH PANEL DOOR

101 3'0" 7'0" 1 3/4" EXG EXG EXG EXG 3 6 4 - REPLACE THRESHOLD AND DOOR SEALS

102 3'0" 7'0" 1 3/4" EXG EXG EXG EXG 3 SIM. 5 4 SIM. - REPLACE THRESHOLD AND DOOR SEALS

DOOR ELEVATIONS

1/4" = 1'-0"

A.

18'0"

REFER TO HARDWARE NOTE #1

REFER TO HARDWARE NOTE #1

HARDWARE NOTE #1: REPLACE DOOR THRESHOLD WITH NGP 315A (OR EQUAL).

REPLACE WEATHER SEALS WITH ZERO 429A (OR EQUAL).

REPLACE DOOR SWEEP WITH ZERO 8198AA (OR EQUAL).

INSULATE EXG. EXT. WALL (R-41)

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

• EXG. CORRUGATED PREFINISHED METAL SIDING

• EXG. 10" STEEL GIRT

• REMOVE EXISTING INTERIOR CORRUGATED METAL WALL PANELS

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

• 1" SPRAY APPLIED URETHANE INSULATION

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

• 9" DENSE PACK CELLULOSE INSULATION

• 5/8" FC GWB, TAPE AND PAINT

INSULATE EXG. EXT. WALL (R-31)

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

• EXG. SCORED SPLIT FACE CMU BASE

• EXG. 8" STEEL FRAMING (ASSUMED, VIF)

• REMOVE EXISTING CORRUGATED METAL WALL PANELS

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

• 1" SPRAY APPLIED URETHANE INSULATION

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

• 7" DENSE PACK CELLULOSE INSULATION

• 5/8" FC GWB, TAPE AND PAINT

8"

FACE OF EXG. CONCRETE

FOUNDATION BELOW

FACE OF EXG. CONCRETE

FOUNDATION BELOW

1/

4"

WALL TYPES

OH DOOR HEAD

3" = 1'-0"8

REPLACE 18'-0" WIDE x

10'-0" HIGH OH DOOR W/ 2"

INSULATED METAL OH

SECTIONAL DOOR,

OVERHEAD DOOR SERIES

592 OR EQUAL. MATCH

EXISTING LITES. REPLACE

TRACK AND MOTER

OPERATOR.

EXISTING STEEL

LINTEL, PAINT

SPRAY URETHANE

AROUND FLANGE OF

STEEL JAMB TO ENCLOSE,

1" MIN. COVER.

REMOVE EXG. SEALANT

AND REPLACE AT

PERIMETER OF DOOR

FRAME

EXG. METAL TRIM

EXG. CORRUGATED

METAL WALL PANELS

3 5/8", 20 GA. METAL

STUDS @ 16" O.C.

REMOVE EXG.

LAMINATED FG BATT

INSULATION W/

INTEGRAL VB

1" SPRAY APPLIED

URETHANE

INSULATION

9" DENSE PACK

CELLULOSE

INSULATION

5/8" FC GWB, TAPE

AND PAINT

LINE OF EXG. STEEL

COLUMN BEYOND

COMPRESSIBLE

MINERAL WOOL

FILLER

FIRE SEALANT

OH DOOR TRACK

6" x 18 GA. METAL

HEADER, FILL WITH

RIGID INSULATION

DOOR HEAD

3" = 1'-0"3

EXISTING HM

STEEL DOOR

FRAME, PAINT

EXISTING STEEL

DOOR, PAINT

REMOVE EXG.

SEALANT AND

REPLACE AT

PERIMETER OF

DOOR FRAME

EXG. METAL TRIM

EXG. CORRUGATED

METAL WALL PANELS

3 5/8", 20 GA. METAL

STUDS @ 16" O.C.

EXG. 10" STEEL GIRT

REMOVE EXG.

LAMINATED FG BATT

INSULATION W/

INTEGRAL VB1" SPRAY APPLIED

URETHANE

INSULATION

9" DENSE PACK

CELLULOSE

INSULATION

5/8" FC GWB, TAPE

AND PAINT

EXG. WOOD BLOCKING

(ASSUMED, VIF)

2 xWOOD BLOCKING

5/8" GWB RETURN W/

TAPABLE 'L' BEAD

EXG. MASONRY AT

JAMB BEYOND

(METAL AT SIMILAR)

DOOR THRESHOLD

3" = 1'-0"4

EXISTING STEEL

DOOR, PAINT

EXG. MASONRY AT

JAMB BEYOND

(METAL AT SIMILAR)

EXISTING CONCRETE

SLAB

APPROXIMATE GRADE

EXISTING CONCRETE

FLOUNDATION WALL

1/4" x 3" ALUMINUM HALF

SADDLE THRESHOLD

ALUMINUM SWEEP

OH DOOR JAMB

3" = 1'-0"7

DOOR JAMB

3" = 1'-0"6

EXG. SCORED SPLIT

FACE CMU

EXG. 8" STEEL

FRAMING

(ASSUMED, VIF)

REMOVE EXISTING

INTERIOR

CORRUGATED METAL

WALL PANELS

REMOVE EXG.

LAMINATED FG BATT

INSULATION W/

INTEGRAL VB

(ASSUMED)

1" SPRAY APPLIED

URETHANE

INSULATION

3 5/8", 20 GA. METAL

STUDS @ 16" O.C.

7" DENSE PACK

CELLULOSE

INSULATION

5/8" FC GWB, TAPE

AND PAINT

REMOVE EXG.

METAL TRIM

5/8" GWB RETURN W/

TAPABLE 'L' BEAD

EXISTING HM STEEL

DOOR FRAME, PAINT

EXISTING STEEL

DOOR, PAINT

REMOVE EXG. SEALANT

AND REPLACE AT

PERIMETER OF DOOR

FRAME

EXG. SCORED SPLIT

FACE CMU

LINE OF EXG.

CORRUGATED STEEL

PANELS ABOVE

LINE OF EXG. CONC.

FOUNDATION BELOW

5/8" FC GWB, TAPE

AND PAINT

EXG. STEEL

COLUMN

EXISTING STEEL

JAMB, PAINT

SPRAY URETHANE

AROUND FLANGE OF

STEEL JAMB TO ENCLOSE,

1" MIN. COVER.

SPRAY URETHANE

AROUND FLANGE OF

STEEL JAMB TO ENCLOSE,

1" MIN. COVER.

COMPRESSIBLE

MINERAL WOOL

FILLER

FIRE SEALANT

OH DOOR TRACK

REPLACE 18'-0" WIDE x 10'-0" HIGH OH

DOOR W/ 2" INSULATED METAL OH

SECTIONAL DOOR, OVERHEAD DOOR

SERIES 592 OR EQUAL. MATCH

EXISTING LITES. REPLACE TRACK

AND MOTER OPERATOR.

REMOVE EXISTING

INTERIOR

CORRUGATED METAL

WALL PANELS

DOOR JAMB

3" = 1'-0"5

EXISTING HM

STEEL DOOR

FRAME, PAINT

EXISTING STEEL

DOOR, PAINT

REMOVE EXG.

SEALANT AND

REPLACE AT

PERIMETER OF

DOOR FRAME

EXG. METAL TRIM

EXG. CORRUGATED

METAL WALL PANELS

3 5/8", 20 GA. METAL

STUDS @ 16" O.C.

EXG. 10" STEEL GIRT

REMOVE EXG.

LAMINATED FG BATT

INSULATION W/

INTEGRAL VB1" SPRAY APPLIED

URETHANE

INSULATION

9" DENSE PACK

CELLULOSE

INSULATION

5/8" FC GWB, TAPE

AND PAINT

5/8" GWB RETURN W/

TAPABLE 'L' BEAD

THRESHOLD BELOW

EXG. 10" STEEL

FRAMING

(ASSUMED, VIF)

REMOVE EXISTING

INTERIOR

CORRUGATED METAL

WALL PANELS

REMOVE EXG.

METAL TRIM

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.

RESINOUS FLOOR TO CONCRETE

Actual Size9

2"

SCHULTER RENO RAMP

K SS TRANSITION

BEHIND OH DOOR

CONCRETE SLAB

RESINOUS FLOOR OH DOOR

CONSTRUCTION

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

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. 1002

CURZ 182803

ALTER B-327

MUNITIONS

SHOP

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

A-2

EXTERIOR

ELEVATIONS AND

BUILDING SECTION

WEST ELEVATION

1/4" = 1'-0"

EAST ELEVATION

1/4" = 1'-0"

EXG. SCORED SPLIT

FACE CMU BASE.

CLEAN.

EXG. SPEAKER

EXG. LED LIGHT

FIXTURE TO REMAIN

EXG. BUILDING SIGN

EXG. CORRUGATED

METAL SIDING

EXG. BOLLARD

EXG. METAL TRIM

EXG. CORRUGATED

METAL SIDING

EXG. METAL TRIM

1 2 3 4 1234

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.

REPLACE 18'-0" WIDE x 10'-0" HIGH OH DOOR

W/ 2" INSULATED METAL OH SECTIONAL

DOOR, OVERHEAD DOOR SERIES 592 OR

EQUAL.

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 EXG. GRADE

EXG. FINISH FLOOR

EXG. SIGN

EXG. LOUVER TO REMAIN. ABANDON

IN PLACE. INSTALL 12 GA. PREFINISHED

SHEET METAL CLOSURE PANEL OVER

LOUVER. MATCH EXG. SIDING COLOR.

SET METAL PANEL IN CONTINUOUS

BEAD OF SEALANT AND SCREW TO

FACE OF LOUVER.EXG. LOUVER TO REMAIN.

ABANDON IN PLACE. INSTALL 12

GA. PREFINISHED SHEET METAL

CLOSURE PANEL OVER LOUVER.

MATCH EXG. SIDING COLOR.

SET METAL PANEL IN

CONTINUOUS BEAD OF

SEALANT AND SCREW TO FACE

OF LOUVER.

EXG. LED LIGHT

FIXTURE TO REMAIN

SOUTH ELEVATION

1/4" = 1'-0"

EXG. SCORED, SPLIT FACE

CMU BASE, CLEAN

EXG. CORRUGATED

METAL SIDING

EXG. METAL TRIM

AB

APPROXIMATE EXG. GRADE

EXG. ELECTRICAL ENTRANCE

8' -0

3' -0

A-3

A-3

A-3

BUILDING SECTION A-A

1/2" = 1'-0"

A B

EXG. CORRUGATED

METAL SIDING

EXG. STEEL JOISTS

OH DOOR TRACK

EXG. POWER PANEL

PHONE (GFE-CI)

REMOVE, RELOCATE AND

REINTALL EXG. RECESSED

FIRE EXTINGUISHER

CABINET. FE (GFE-CI)

(EXTIGUISHER IS GFE-GI)

EXG. SECURITY PANELS

EXG. CONCRETE SLAB ON

GRADE, PREPARE AND

EPOXY COAT

EXG. CONCRETE

FOUNDATION

EXG. STEEL GIRT

REMOVE EXG.

INSULATION

BATTS/BLANKET

W/ VB

EXG. STEEL BEAM

EXG. DIAGONAL STEEL

TUBE BRACE BEYOND

EXG. STEEL GIRT

BEYOND

TYPICAL ROOF (R-58)

• EXG. STANDING SEAM PREFINISHED METAL ROOFING

• EXG. 22 GA. 1 1/2", WIDE RIB ROOF DECK (ASSUMED)

• EXG. 14" STEEL JOISTS

• REMOVE EXG. LAMINATED FG BATT INSULATION W/

INTEGRAL VB

• 1" SPRAY IN PLACE URETHANE INSULATION

(SOLID TO 1" BELOW THE BOTTOM OF THE DECK)

(PROVIDE 1" COVER AROUND THE PROFILE OF

THE TOP CHORD OF EACH STEEL JOIST)

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

• 14 1/2" DENSE PACK CELLULOSE INSULATION

• 5/8" FC GWB, TAPE AND PAINT

REMOVE EXG. METAL WALL

PANELS, INSTALL INSULATION

AND GWB

LOUVER IN WALL BEYOND

AIR HANDLING UNIT

FLUES

DUCT, PAINT

LED LIGHT BEYOND

4" RUBBER BASE

LED LIGHT ABOVE OH DOOR

GALV. STEEL OH

SECTIONAL DOOR

NOTE: TEMPORARILY SUPPORT WALL

MOUNTED EQUIPMENT AS REQUIRED

TO MODIFY AND INSULATE THE

WALL. PROVIDE BLOCKING INSIDE

WALL AS REQUIRED TO SUPPORT

EQUIPMENT.

NEW TELECOM

PANEL

3/4" PWD BACKBOARD,

PAINT

6' -8

4' -0

+/- 9'-6"

5' -0

NORTH ELEVATION

1/4" = 1'-0"

EXG. SCORED, SPLIT FACE

CMU BASE, CLEAN

EXG. CORRUGATED

METAL SIDING

EXG. METAL TRIM

A B

APPROXIMATE EXG. GRADE

PREFINISHED METAL

LOUVER. MATCH SIDING

COLOR

PREFINISHED METAL

PANEL AT BOILER FLUES.

MATCH SIDING COLOR

EXISTING METAL TRIM

EXISTING WOOD

BLOCKING (ASSUMED)

EXISTING STEEL BEAM

3"x 3" x 20 GA. CONT.

STEEL CLIP ANGLE FOR

GWB ATTACHMENT

EXG. STEEL BOTTOM

CHORD BRACING

EXISTING CONCRETE

FOUNDATION AND

FOOTING (ASSUMED,

DEPTH UNKNOWN)

APPROXIMATE

EXISTING GRADE

WALL SECTION 3

1" = 1'-0"3

EXISTING STEEL GIRT

EXISTING STEEL ANGLE

(ASSUMED). SPRAY URETHANE

AROUND ANGLE TO ENCLOSE,

1" MIN. COVER.

A-3

EXISTING STEEL ANGLE

(ASSUMED). SPRAY URETHANE

AROUND ANGLE TO ENCLOSE,

1" MIN. COVER.

EXISTING METAL TRIM

EXISTING WOOD

BLOCKING (ASSUMED)

EXISTING STEEL BEAM

3"x 3" x 20 GA. CONT.

STEEL CLIP ANGLE FOR

GWB ATTACHMENT

EXG. STEEL BOTTOM

CHORD BRACING

EXISTING CONCRETE

FOUNDATION AND

FOOTING (ASSUMED,

DEPTH UNKNOWN)

APPROXIMATE

EXISTING GRADE

WALL SECTION 2

1" = 1'-0"2

CONSTRUCTION

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

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. 1002

CURZ 182803

ALTER B-327

MUNITIONS

SHOP

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

A-3

WALL SECTIONS

AND DETAILS

TYPICAL ROOF (R-58)

• EXG. STANDING SEAM PREFINISHED METAL ROOFING

• EXG. 22 GA. 1 1/2", WIDE RIB ROOF DECK (ASSUMED)

• EXG. 14" STEEL JOISTS W/ STRAPPING ABOVE

• REMOVE EXG. LAMINATED FG BATT INSULATION

W/ INTEGRAL VB

• 1" SPRAY IN PLACE URETHANE INSULATION

(SOLID TO 1" BELOW THE BOTTOM OF THE DECK)

(PROVIDE 1" COVER AROUND THE PROFILE OF

THE TOP CHORD OF EACH STEEL JOIST)

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

• 14 1/2" DENSE PACK CELLULOSE INSULATION

• 5/8" FC GWB, TAPE AND PAINT

EXISTING STEEL ANGLE

(ASSUMED). SPRAY

URETHANE AROUND

ANGLE TO ENCLOSE, 1"

MIN. COVER.

EXISTING METAL TRIM

EXISTING WOOD

BLOCKING (ASSUMED)

EXISTING STEEL BEAM

3"x 3" x 20 GA. CONT.

STEEL CLIP ANGLE FOR

GWB ATTACHMENT

EXG. STEEL BOTTOM

CHORD BRACING

EXISTING STEEL GIRT

REMOVE EXISTING INTERIOR METAL WALL

PANELS FROM GIRT TO FLOOR. FRAMING AND

SUPPORT FOR THE EXISTING INTERIOR METAL

WALL PANELS IS UNKNOWN. REMOVE EXG.

FRAMING AND SUPPORTS IF IT INTERFERES

WITH THE NEW WALL SYSTEM FRAMING.

REVIEW IN FIELD WITH THE ARCHITECT

AFTER DEMOLITION IS COMPLETE.

REMOVE EXG. LAMINATED FG BATT

INSULATION W/ INTEGRAL VB,

ASSUMED TO EXISTING BEHIND THE

EXISTING METAL WALL PANELS

EXISTING STEEL BASE

ANGLE (ASSUMED)

EXISTING METAL

BASE TRIM

EXISTING METAL

WALL PANELS

EXISTING CONCRETE SLAB ON

GRADE. CLEAN AND PREPARE SLAB

FOR EPOXY COATING

4" RUBBER BASE

EXISTING CONCRETE

FOUNDATION AND

FOOTING (ASSUMED,

DEPTH UNKNOWN)

APPROXIMATE

EXISTING GRADE

WALL SECTION 1

1" = 1'-0"1

A-3

FLUE/PIPE PENETRATION

3" = 1'-0"4

EXG. CORRUGATED

METAL WALL PANELS,

CUT AS REQUIRED FOR

NEW WALL PENETRATION

3 5/8", 20 GA. METAL

STUDS @ 16" O.C.

REMOVE EXG.

LAMINATED FG BATT

INSULATION W/

INTEGRAL VB

1" SPRAY APPLIED

URETHANE

INSULATION

9" DENSE PACK

CELLULOSE

INSULATION

5/8" FC GWB, TAPE

AND PAINT

2" 3"

REMOVE EXG. INTERIOR

CORRUGATED METAL

WALL PANELS

PIPE PENETRATION

ESCUTCHEON

SEALANT

NOTE: EXTERIOR TRIM MUST

BE INSTALLED BEFORE THE

WALL INSULATION AND

INTERIOR WALL FINISH IS

INSTALLED. SET MOUNTING

PLATE AND 'J' TRIM BEHIND

THE EXISTING CORRUGATED

WALL PANEL AS SHOWN, RIVET

FROM THE EXTERIOR.

WALL CAP. SET IN CONT. BEAD OF

SEALANT. PROVIDE WEATHERTIGHT

INSTALLATION. PROVIDE EXTERIOR

ESCUTCHEAN AT SIMILAR GAS PIPE

PENTRATION.

1/

2"

14 GA. PREFINISHED METAL

FLAT MOUNTING PLATE

PREFINISHED 'J' TRIM AT

PERIMETER. MATCH SIDING

COLOR. PROVIDE WEEP HOLES

AT HEAD TRIM

CONT. BEAD OF SEALANT

BETWEEN MOUNTING PLATE

AND 'J' TRIM

LOUVER JAMB

3" = 1'-0"5

EXG. CORRUGATED

METAL WALL PANELS,

CUT AS REQUIRED FOR

NEW WALL PENETRATION

3 5/8", 20 GA. METAL

STUDS @ 16" O.C.

REMOVE EXG.

LAMINATED FG BATT

INSULATION W/

INTEGRAL VB

1" SPRAY APPLIED

URETHANE

INSULATION

9" DENSE PACK

CELLULOSE

INSULATION

5/8" FC GWB, TAPE

AND PAINT

REMOVE EXG. INTERIOR

CORRUGATED METAL

WALL PANELS

PREFINISHED 'J' TRIM W/ CLIP AT

LOW RIB. RIVET TO HIGH RIBS.

MATCH SIDING COLOR.

10", 20 GA. METAL

STUDS

DUCT

BACKER ROD AND SEALANT

PREFINISHED METAL

LOUVER WITH INSECT

SCREEN

1/

2"

CLIP ANGLES

LOUVER HEAD AND SILL

3" = 1'-0"6

EXG. CORRUGATED METAL WALL

PANELS, CUT AS REQUIRED FOR

NEW WALL PENETRATION

REMOVE EXG. LAMINATED FG

BATT INSULATION W/

INTEGRAL VB

1" SPRAY APPLIED

URETHANE

INSULATION

9" DENSE PACK

CELLULOSE

INSULATION

5/8" FC GWB, TAPE

AND PAINT

PREFINISHED METAL SILL TRIM.

MATCH SIDING COLOR.

BACKER ROD AND SEALANT

PREFINISHED METAL 'J' TRIM

W/ WEEP HOLES. MATCH

SIDING COLOR.

10", 20 GA. METAL

STUDS

DUCT

PREFINISHED METAL

LOUVER WITH INSECT

SCREEN

CLIP ANGLES

PREFINISHED METAL DRIP

EDGE. MATCH SIDING COLOR.

NOTE: EXTERIOR HEAD TRIM

MUST BE INSTALLED BEFORE

THE FRAMING, INSULATION

AND INTERIOR WALL FINISH IS

INSTALLED. SET 'J' TRIM AND

DRIP EDGE BEHIND THE

EXISTING CORRUGATED WALL

PANEL AS SHOWN, RIVET FROM

THE EXTERIOR.

3"

1/

2"

4"

1"

1/

2" 1"

1/ 4"

NOTE: EXTERIOR SILL TRIM

MUST BE INSTALLED BEFORE

THE FRAMING, INSULATION

AND INTERIOR WALL FINISH IS

INSTALLED. SET BACK PLATE

BEHIND THE EXISTING

CORRUGATED WALL PANEL AS

SHOWN, RIVET FROM THE

EXTERIOR. RIVET SILL TRIM

TO BACK PLATE AS SHOWN.

PREFINISHED METAL BACK

PLATE. MATCH SIDING COLOR.

WALL DETAIL

3" = 1'-0"7

EXISTING STEEL GIRT

EXG. CORRUGATED

METAL WALL PANELS

3 5/8", 20 GA. METAL

STUDS @ 16" O.C.

REMOVE EXG. LAMINATED

FG BATT INSULATION W/

INTEGRAL VB

1" SPRAY APPLIED URETHANE

INSULATION. PROVIDE 1" MIN.

COVER AT GIRT

9" DENSE PACK CELLULOSE

INSULATION

5/8" FC GWB, TAPE

AND PAINT

7" DENSE PACK CELLULOSE

INSULATION

EXG. METAL DRIP EDGE

EXG. SPLIT FACE CMU VENEER

EXISTING WOOD

BLOCKING, ASSUMED

1" SPRAY APPLIED URETHANE

INSULATION

REMOVE AND REPLACE

BACKER ROD AND SEALANT

WALL DETAIL

3" = 1'-0"8

EXISTING STEEL GIRT

EXG. CORRUGATED

METAL WALL PANELS

3 5/8", 20 GA. METAL

STUDS @ 16" O.C.

REMOVE EXG. LAMINATED

FG BATT INSULATION W/

INTEGRAL VB

1" SPRAY APPLIED URETHANE

INSULATION. PROVIDE 1" MIN.

COVER AT GIRT

9" DENSE PACK CELLULOSE

INSULATION

5/8" FC GWB, TAPE

AND PAINT

EXISTING WOOD

BLOCKING, ASSUMED

REMOVE EXG. INTERIOR

METAL WALL PANELS

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

P R O J E C T

DATE: 10/04/2019

SCALE: AS NOTED

CHECKED:

DRAWN:

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

646 Union Street - Suite 200

Littleton, NH 03561 P: 603-444-6578

YA#19V03ME

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. 1002

CURZ 182803

ALTER B-327

MUNITIONS

SHOP

VERMONT AIR

NATIONAL

GUARD

SOUTH BURLINGTON,

VERMONT

ST

A T E O F V ERMONT

P R

O

F E S S I O N A L E N G IN

EE

R

R E G I S T E R

E D

NO. 5915

W A

YNE G. FILLIO

N

MECHANICAL

LEGENDS & NOTES

M0.1

RCN

RCN

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PRESSURE REDUCING VALVE

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AUTOMATIC CONTROL VALVE (2-WAY)

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STRAINER WITH BLOWDOWN

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SQUARE ELBOW W/TURNING VANES (T.V.)

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EQUIPMENT TAG / MBH HEAT

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RETURN DUCT

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GRILLE, REG., DIFF. & LOUVER SYMBOL

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THERMOSTAT PER SPEC.

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CONN. POINT OF NEW WORK TO EXISTING

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THERMOSTAT WITH GUARD

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SMOKE DETECTOR (FOR EQUIP. SHUTDOWN)

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SWITCH

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CHECK VALVE

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PRESSURE RELIEF VALVE

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AUTO BALANCING VALVE

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THERMOMETER

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ACV

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BUTTERFLY VALVE

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UNION

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DIRECTION OF FLOW (WATER)

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CONCENTRIC REDUCER

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ECCENTRIC REDUCER

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BALL VALVE

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PIPE RISE

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PIPE DROP

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SUPPLY DUCT

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LEGEND

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DIRECTION OF FLOW (AIR)

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SELF-CONTAINED VALVE

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SCV

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EXHAUST DUCT

AutoCAD SHX Text ACD AD AFF A.L. APD ATC CFM C.M. CTE (E) EA EAT E.C. EF ESP EWT FAI FC FD F.O. FPM FTR G.C. GPM H.C. HP LAT LWT MBH MOD M.C. N.C. N.I.C. N.O. NTS OA P.C. RA RPM SA SCT SCV SD TSP TYP. U/C UH VD WPD WTD WTR

AutoCAD SHX Text AUTOMATIC CONTROL DAMPER ACCESS DOOR ABOVE FINISHED FLOOR ACOUSTICALLY LINED AIR PRESSURE DROP AUTOMATIC TEMPERATURE CONTROL CUBIC FEET PER MINUTE CONSTRUCTION MANAGER CONNECT TO EXISTING EXISTING EXHAUST AIR ENTERING AIR TEMPERATURE ELECTRICAL CONTRACTOR EXHAUST FAN EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE FRESH AIR INTAKE FLEX CONNECTION FIRE DAMPER FLAT OVAL FEET PER MINUTE FIN-TUBE RADIATION GENERAL CONTRACTOR GALLONS PER MINUTE HARDWARE CLOTH HORSEPOWER LEAVING AIR TEMPERATURE LEAVING WATER TEMPERATURE THOUSAND BTU'S PER HOUR MOTOR OPERATED DAMPER MECHANICAL CONTRACTOR NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NOT TO SCALE OUTSIDE AIR PLUMBING CONTRACTOR RETURN AIR REVOLUTIONS PER MINUTE SUPPLY AIR SELF-CONTAINED THERMOSTAT SELF-CONTAINED THERMOSTATIC VALVE SMOKE DAMPER TOTAL STATIC PRESSURE TYPICAL UNDER CUT DOOR UNIT HEATER VOLUME DAMPER WATER PRESSURE DROP WATER TEMPERATURE DROP WATER TEMPERATURE RISE

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CIRCUIT SETTER (C.S./SHUTOFF VALVE)

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GENERAL MECHANICAL WORK NOTES

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1. ALL EQUIPMENT AND DUCTWORK SHOWN DIAGRAMMATICALLY ONLY. EXACT ALL EQUIPMENT AND DUCTWORK SHOWN DIAGRAMMATICALLY ONLY. EXACT LOCATION TO BE DETERMINED AND COORDINATED IN THE FIELD BY ALL TRADES INVOLVED. 2. COORDINATE ALL GRILLE AND DIFFUSER LOCATIONS WITH ARCHITECT'S COORDINATE ALL GRILLE AND DIFFUSER LOCATIONS WITH ARCHITECT'S REFLECTED CEILING PLANS. 3. WATERPROOF BOTTOM AND SIDES OF ALL INTAKE, EXHAUST AND RELIEF WATERPROOF BOTTOM AND SIDES OF ALL INTAKE, EXHAUST AND RELIEF PLENUMS. 4. SEAL ALL DUCTWORK PENETRATIONS THRU FIRE RATED AND NON-RATED SEAL ALL DUCTWORK PENETRATIONS THRU FIRE RATED AND NON-RATED SMOKE PARTITIONS, WALLS AND FLOORS PER SPEC. SECTION 07841. 5. FLEXIBLE DUCTS NOT TO BE OVER 6 FEET LONG WITH APPROVED TRANSITIONS FLEXIBLE DUCTS NOT TO BE OVER 6 FEET LONG WITH APPROVED TRANSITIONS AND SMOOTH BENDS TO TERMINAL CONNECTIONS. 6. PITCH DUCT CONNECTIONS TO LOUVERS TO DRAIN TOWARD LOUVER. PITCH DUCT CONNECTIONS TO LOUVERS TO DRAIN TOWARD LOUVER. 7. FLEX DUCT TO MATCH RUNOUT SIZE UNLESS NOTED OTHERWISE. FLEX DUCT TO MATCH RUNOUT SIZE UNLESS NOTED OTHERWISE. 8. FLEX DUCT SHALL NOT EXCEED 5'-0" IN LENGTH. FLEX DUCT SHALL NOT EXCEED 5'-0" IN LENGTH. 9. MOUNTING HEIGHTS FOR THERMOSTATS, EQUIPMENT ON/OFF SWITCHES, ETC., MOUNTING HEIGHTS FOR THERMOSTATS, EQUIPMENT ON/OFF SWITCHES, ETC., LOCATED IN HANDICAP ACCESSIBLE SPACES SHALL BE 48" TO TOP OF CONTROL UNLESS NOTED OTHERWISE BY ARCHITECT. REFER TO ARCHITECTURAL ELEVATIONS FOR FURTHER DETAILS. 10. ALL EQUIPMENT AND PIPING SHOWN DIAGRAMMATICALLY ONLY. EXACT LOCATION ALL EQUIPMENT AND PIPING SHOWN DIAGRAMMATICALLY ONLY. EXACT LOCATION TO BE DETERMINED AND COORDINATED IN THE FIELD BY ALL TRADES INVOLVED. 11. ALL ROUGH OPENINGS THRU EXTERIOR WALLS SHALL BE SEALED/CAULKED ALL ROUGH OPENINGS THRU EXTERIOR WALLS SHALL BE SEALED/CAULKED WATERTIGHT WITH ELASTOMERIC SEALANT. 12. REFER TO SPEC. SECTION 07841 FOR ALL FIRE STOPPING REQUIREMENTS.REFER TO SPEC. SECTION 07841 FOR ALL FIRE STOPPING REQUIREMENTS.

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1. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES. 2. CONTRACTOR SHALL VISIT THE SITE AND BECOME INFORMED AS TO THE NATURE AND SCOPE OF WORK REQUIRED CONTRACTOR SHALL VISIT THE SITE AND BECOME INFORMED AS TO THE NATURE AND SCOPE OF WORK REQUIRED BY CONTRACT DOCUMENTS PRIOR TO BIDDING PROJECT. 3. PROVIDE ALL REQUIRED MATERIALS, LABOR, EQUIPMENT, AND SERVICES NECESSARY FOR THE INSTALLATION OF THE PROVIDE ALL REQUIRED MATERIALS, LABOR, EQUIPMENT, AND SERVICES NECESSARY FOR THE INSTALLATION OF THE WORK AS SHOWN ON THESE DRAWINGS OR SPECIFIED BY THE BASE BUILDING DRAWING AND SPECIFICATIONS. 4. REFER TO AND CAREFULLY CHECK ARCHITECTURAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS AND REFER TO AND CAREFULLY CHECK ARCHITECTURAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS AND DETAILS, NOTES, LOCATIONS WHERE WALLS, PARTITIONS, CEILINGS, AND OTHER SURFACES ARE FURRED, LOCATIONS OF SHAFTS, SOFFITS, AND CONFLICTS WITH WORK OF OTHER TRADES, AND ARRANGE WORK ACCORDINGLY. FURNISH ALL OFFSETS, DAMPERS, CONNECTORS, ETC., REQUIRED TO MEET SUCH CONDITIONS. 5. DUE TO SCALE OF DRAWINGS, ALL REQUIRED OFFSETS, DAMPERS, ETC., MAY NOT BE INDICATED. DUE TO SCALE OF DRAWINGS, ALL REQUIRED OFFSETS, DAMPERS, ETC., MAY NOT BE INDICATED. 6. COORDINATE DIFFUSERS LOCATIONS AND DUCT WITH LIGHTING FIXTURES AND SPRINKLER HEADS. SEE COORDINATE DIFFUSERS LOCATIONS AND DUCT WITH LIGHTING FIXTURES AND SPRINKLER HEADS. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DETAILS OF PARTITIONS, SUSPENDED CEILINGS, AND SOFFITS. 7. ALL DUCT PASSING THROUGH FIRE, SMOKE RATED OR SMOKE/FIRE RATED BARRIERS (WALLS, FLOOR) SHALL BE ALL DUCT PASSING THROUGH FIRE, SMOKE RATED OR SMOKE/FIRE RATED BARRIERS (WALLS, FLOOR) SHALL BE PROVIDED WITH FIRE, SMOKE OR SMOKE/FIRE DAMPERS. LOCATIONS OR RATED WALLS SEE ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL VERIFY QUANTITY OF ALL DAMPERS IN ACCORDANCE WITH FINAL CONTRACT DOCUMENTS. ALL REQUIRED SMOKE DETECTORS PROVIDED BY DIV 23 SHALL BE CONNECTED TO FIRE ALARM SYSTEM. 8. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS IN ACCORDANCE WITH STATE AND LOCAL GOVERNING CODES. 9. THE TERM "PROVIDE" SHALL MEAN "TO FURNISH, INSTALL, AND CONNECT COMPLETELY". THE TERM "PROVIDE" SHALL MEAN "TO FURNISH, INSTALL, AND CONNECT COMPLETELY". 10. TURN OVER TO THE OWNER ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT AND MATERIALS PROVIDED. TURN OVER TO THE OWNER ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT AND MATERIALS PROVIDED. 11. WHERE THE CONTRACTOR PROPOSES TO USE AN ITEM OF EQUIPMENT OTHER THAN THAT SPECIFIED OR DETAILED WHERE THE CONTRACTOR PROPOSES TO USE AN ITEM OF EQUIPMENT OTHER THAN THAT SPECIFIED OR DETAILED ON THE DRAWINGS WHICH REQUIRES ANY REDESIGN OF THE STRUCTURE, PARTITIONS, FOUNDATIONS, PIPING, WIRING OR ANY OTHER PART OF THE MECHANICAL, ELECTRICAL OR ARCHITECTURAL LAYOUT, ALL SUCH REDESIGN AND ALL NEW DRAWINGS AND DETAILING REQUIRED THEREFORE, SHALL BE PREPARED AT THE CONTRACTOR'S EXPENSE AND ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE OWNER OR HIS AUTHORIZED REPRESENTATIVE. OWNER RESERVES THE RIGHT TO HAVE THE ARCHITECT OR ENGINEER OF HIS CHOICE PREPARE ANY REDESIGN WORK. 12. CONTRACTOR SHALL COORDINATE ELECTRICAL REQUIREMENTS OF MECHANICAL EQUIPMENT WITH DIVISION 26. CONTRACTOR SHALL COORDINATE ELECTRICAL REQUIREMENTS OF MECHANICAL EQUIPMENT WITH DIVISION 26. 13. ALL WORK SHALL BE DONE WITH LICENSED WORKMEN IN ACCORDANCE WITH STATE AND LOCAL GOVERNING ALL WORK SHALL BE DONE WITH LICENSED WORKMEN IN ACCORDANCE WITH STATE AND LOCAL GOVERNING AUTHORITIES. 14. BEFORE SELECTING MATERIAL AND EQUIPMENT, AND PROCESSING THE WORK, INSPECT AREAS WHERE MATERIAL AND BEFORE SELECTING MATERIAL AND EQUIPMENT, AND PROCESSING THE WORK, INSPECT AREAS WHERE MATERIAL AND EQUIPMENT ARE TO BE INSTALLED TO INSURE SUITABILITY AND CHECK NEEDED SPACE FOR PLACEMENT AND CLEARANCES. 15. BEFORE CUTTING AND DRILLING INTO BUILDING ELEMENTS, INSPECT AND LAYOUT WORK TO AVOID DAMAGING BEFORE CUTTING AND DRILLING INTO BUILDING ELEMENTS, INSPECT AND LAYOUT WORK TO AVOID DAMAGING STRUCTURAL ELEMENTS AND BUILDING UTILITIES. 16. CONTRACTOR RESPONSIBLE FOR REPAIR AND PAYMENT FOR ALL UTILITIES DAMAGE DURING CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR REPAIR AND PAYMENT FOR ALL UTILITIES DAMAGE DURING CONSTRUCTION. 17. CONTRACTOR TO CONFIRM DUCTWORK LOCATIONS, ELEVATIONS AND SIZES BEFORE ANY WORK IS STARTED. IF ANY CONTRACTOR TO CONFIRM DUCTWORK LOCATIONS, ELEVATIONS AND SIZES BEFORE ANY WORK IS STARTED. IF ANY DISCREPANCIES ARE FOUNDED, NOTIFY ENGINEER BEFORE PROCEEDING WITH WORK. (SEE "COORDINATION DRAWINGS"). 18. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF PROVIDED EQUIPMENT. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF PROVIDED EQUIPMENT. 19. CONTRACTOR TO REPLACE ALL SUSPENDED CEILING TILES DAMAGED AS A RESULT OF HVAC SYSTEM INSTALLATION. CONTRACTOR TO REPLACE ALL SUSPENDED CEILING TILES DAMAGED AS A RESULT OF HVAC SYSTEM INSTALLATION. 20. ALL SHOP DRAWINGS OF INDIVIDUAL COMPONENTS ARE TO BE SUBMITTED AS A COMPLETE PACKAGE. ALL SHOP DRAWINGS OF INDIVIDUAL COMPONENTS ARE TO BE SUBMITTED AS A COMPLETE PACKAGE. 21. HVAC DRAWINGS DO NOT NECESSARY SHOW ALL CONDITIONS OF BUILDING. CONTRACTOR TO USE ALL DRAWINGS HVAC DRAWINGS DO NOT NECESSARY SHOW ALL CONDITIONS OF BUILDING. CONTRACTOR TO USE ALL DRAWINGS AND SPECIFICATIONS OF CONTRACT DOCUMENTS AND INSPECTION OF FIELD CONDITIONS FOR DIVISION 23. 22. HVAC PLANS, DETAILS AND ONE LINE DIAGRAMS SHOW THE GENERAL LOCATION AND ARRANGEMENT OF THE HVAC PLANS, DETAILS AND ONE LINE DIAGRAMS SHOW THE GENERAL LOCATION AND ARRANGEMENT OF THE SYSTEM. THESE ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, HANGERS, ACCESS DOORS, ETC. WHICH THE CONTRACTOR MUST PROVIDE TO COMPLETE THE SYSTEM. 23. ALL WORK IN INTERIOR FINISHED SPACES EXCEPT INDICATED IS TO BE CONCEALED ABOVE CEILING. PROVIDE ALL ALL WORK IN INTERIOR FINISHED SPACES EXCEPT INDICATED IS TO BE CONCEALED ABOVE CEILING. PROVIDE ALL NECESSARY CUTTING, PATCHING, REPAINTING AND/OR REPLACEMENT OF FINISHES AS REQUIRED TO PERFORM COORDINATE WITH OTHER DIVISIONS. 24. IF MANUFACTURER OF EQUIPMENT REQUIRES LARGER CAPACITY CIRCUITRY AND/OR EQUIPMENT THE CONTRACTOR IF MANUFACTURER OF EQUIPMENT REQUIRES LARGER CAPACITY CIRCUITRY AND/OR EQUIPMENT THE CONTRACTOR SHALL PROVIDE SUCH CAPACITY AND/OR EQUIPMENT UNDER THIS CONTRACT AT NO COST TO THE OWNER. 25. SUPPORT DUCTWORK ABOVE SUSPENDED CEILING FROM CONSTRUCTION ABOVE AS CLOSE AS POSSIBLE TO BOTTOM SUPPORT DUCTWORK ABOVE SUSPENDED CEILING FROM CONSTRUCTION ABOVE AS CLOSE AS POSSIBLE TO BOTTOM OF SLABS, BEAMS, MAINTAINING HEADROOM AT ALL TIMES. 26. DO NOT SCALE DRAWINGS. CHECK EXISTING SPACE CONDITIONS AT THE JOB SITE. DO NOT SCALE DRAWINGS. CHECK EXISTING SPACE CONDITIONS AT THE JOB SITE. 27. ALL DUCTWORK SHALL BE HUNG FROM STRUCTURE ABOVE. ALL DUCTWORK SHALL BE HUNG FROM STRUCTURE ABOVE. 28. PROVIDE FLEXIBLE CONNECTIONS BETWEEN MECHANICAL EQUIPMENT AND DUCTWORK AND PIPING. PROVIDE FLEXIBLE CONNECTIONS BETWEEN MECHANICAL EQUIPMENT AND DUCTWORK AND PIPING. 29. PROVIDE VOLUME DAMPERS ON ALL BRANCHES OF DUCTWORK (SUPPLY, RETURN, EXHAUST). PROVIDE VOLUME DAMPERS ON ALL BRANCHES OF DUCTWORK (SUPPLY, RETURN, EXHAUST). 30. FLEXIBLE DUCTWORK CONNECTIONS ALLOWED FOR ALL CEILING MOUNTED SUPPLY DIFFUSERS. (MAXIMUM 3'-0" FLEXIBLE DUCTWORK CONNECTIONS ALLOWED FOR ALL CEILING MOUNTED SUPPLY DIFFUSERS. (MAXIMUM 3'-0" LONG). 31. REFER TO SPECIFICATION SECTION 078413 "THROUGH PENETRATION FIRESTOP SYSTEMS" FOR ALL MATERIALS AND REFER TO SPECIFICATION SECTION 078413 "THROUGH PENETRATION FIRESTOP SYSTEMS" FOR ALL MATERIALS AND METHODS FOR PENETRATION THROUGH FIRE AND SMOKE RATED ASSEMBLIES. 32. ALL PENETRATIONS THRU WALLS, ROOF, AND FLOORS TO BE COORDINATED BEFORE SITE WORK EXECUTION WITH ALL PENETRATIONS THRU WALLS, ROOF, AND FLOORS TO BE COORDINATED BEFORE SITE WORK EXECUTION WITH STRUCTURAL ENGINEERS. 33. THERMOSTAT AND TEMPERATURE SENSOR LOCATIONS TO BE COORDINATED WITH INTERIOR WALL LAYOUT, REFER TO THERMOSTAT AND TEMPERATURE SENSOR LOCATIONS TO BE COORDINATED WITH INTERIOR WALL LAYOUT, REFER TO ARCHITECTURAL PLANS. 34. CEILING DIFFUSER AND REGISTER LOCATIONS TO BE COORDINATED WITH CEILING GRID, LIGHTING & SPRINKLER CEILING DIFFUSER AND REGISTER LOCATIONS TO BE COORDINATED WITH CEILING GRID, LIGHTING & SPRINKLER LAYOUT. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN. 35. PROVIDE MINIMUM OF 20' DUCT LINER AT EACH AIR HANDLING UNIT (SUPPLY AND RETURN CONNECTIONS). PROVIDE MINIMUM OF 20' DUCT LINER AT EACH AIR HANDLING UNIT (SUPPLY AND RETURN CONNECTIONS). 36.