B150_Amendment_0001_Drawings.pdf

BLDG 150

BLDG 180

ACCESS CONTROL

TO BE PROVIDED BY

B140 PROJECT

PRECAST CONCRETE

JERSEY BARRIER

PRECAST CONCRETE

JERSEY BARRIERS

PRECAST CONCRETE

JERSEY BARRIERS

EQUIPMENT YARD

BLDG 160

CONCRETE

SIDEWALK

SEE NOTE 2

F

A

L

C

O

N

S

T

NCO DRIVE

AIRCRAFT APRON

PROJECT BY OTHERS

SEE PAVEMENT

JOINTING PLAN CS400

N 719867.71

E 1471744.65

N 719952.05

E 1471832.06

N 719952.44

E 1471898.97

N 719895.82

E 1471963.42

N 719813.40

E 1472069.48

SEE SHEET CS102 FOR SITE

PLAN ENLARGEMENT

LEGEND:

ASPHALT PAVEMENT

PCC PAVEMENT

CONCRETE SIDEWALK

GRASS

CS501

A2

CS501

D1

CS500

C1

92654B150C-CS101.DWG

SITE PLAN

K. ROBERTSS. WAGNER

S. LUEHRS

ECS101

9/22/16

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

GENERAL SITE NOTES:

1. CONTRACTOR SHALL SURVEY AND FIELD VERIFY SIDEWALK ELEVATIONS AND

TIE-IN LOCATIONS PRIOR TO BEGINNING SITE DEMOLITION.

2. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM EQUIPMENT

YARD AND BUILDING.

3. CONTRACTOR SHALL COORDINATE THE TIMING OF THE HANGAR SLABS

PAVEMENT REMOVAL AND REPLACEMENT WITH THE AIRCRAFT APRON

PROJECT (BY OTHERS).

4. SEE STRUCTURAL DRAWINGS FOR MISCELLANEOUS SITE EQUIPMENT AND

PADS.

5. SEE DRAWING CS400 FOR CONCRETE JOINTING AND ELEVATION PLAN FOR

INTERIOR HANGAR AREA.

A1

SITE PLAN

SCALE: 1" = 20'

N

20' 40'0

CS500

A4

CS500

C1

A 11/4/16 B.1 SUBMITTAL SEW

GENERAL LANDSCAPING NOTES:

1. CONTRACTOR SHALL EXAMINE THE FINISHED SURFACE, GRADES, TOPSOIL

QUALITY, AND TOPSOIL DEPTH PRIOR TO LANDSCAPING. NO WORK SHALL BE

CONDUCTED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

CONTRACTOR SHALL VERIFY LIMITS OF WORK BEFORE STARTING WORK.

2. CONTRACTOR SHALL IMPORT AND/OR PROVIDE SALVAGED TOPSOIL MEETING

THE REQUIREMENTS OF THE SPECIFICATIONS.

3. THE CONTRACTOR SHALL FURNISH AND PLACE A MINIMUM OF 4.00 INCHES OF

TOPSOIL, WITH THE LOWER PORTION BLENDED INTO EXISTING SOILS.

4. CONTRACTOR SHALL PROPERLY WATER ALL NEW LANDSCAPING NECESSARY

TO ESTABLISH GROWTH.

5. CONTRACTOR SHALL PROVIDE LANDSCAPING MAINTENANCE FOR 120 DAYS

AFTER CONSTRUCTION IS COMPLETE.

6. CONTRACTOR SHALL MAINTAIN EXISTING VEGETATION AS MUCH AS

PRACTICABLE.

10.00

10.00

CS500

A4

CS500

A4

B 1/4/17 B.2 SUBMITTAL SEW

C 2/28/17 B.3 SUBMITTAL SEW

D 4/14/17 B.3 FINAL SUBMITTAL SEW

E

E 7/7/17 AMENDMENT 1 SEW

7.89

N 720010.32

E 1471960.65

N 720015.61

E 1471954.64

N 719983.08

E 1471936.54

N 719972.67

E 1471948.42

N 719942.62

E 1471922.03

N 719819.82

E 1472061.81

N 719881.14

E 1471979.77

N 719866.21

E 1471966.66

LEGEND:

ASPHALT PAVEMENT

CS501

A2

CONCRETE SIDEWALK

GRASS

CS500

C1

92654B150C-CS102.DWG

ENLARGED SITE PLAN

K. ROBERTSS. WAGNER

S. LUEHRS

ECS102

9/22/16

92654

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A1

ENLARGED SITE PLAN

SCALE: 1" = 20'

N

20' 40'0

A 11/4/16 B.1 SUBMITTAL SEW

MATCH EXISTING GRADE AT SIDEWALK

STAIR RISE AND RUN

TO MATCH EXISTING

(SEE NOTE 2)

ELEVATION AT

EQUIPMENT YARD WALL

TO MATCH STRUCTURAL

328.50± (SEE NOTE 3)

SIDEWALK SHALL MEET

ADA REQUIREMENTS FOR

ACCESSIBLE ROUTES

GRASS

GENERAL SITE NOTES:

1. SEE NOTES ON CS101.

2. CONTRACTOR SHALL SURVEY AND FIELD VERIFY SIDEWALK ELEVATIONS AND

TIE-IN LOCATIONS PRIOR TO BEGINNING SITE DEMOLITION.

3. CONTRACTOR SHALL MAINTAIN ADEQUATE POSITIVE DRAINAGE AWAY FROM

EQUIPMENT YARD AND BUILDING.

BLDG 150

F

A

L

C

NCO DRIVE

B 1/4/17 B.2 SUBMITTAL SEW

SIDEWALK SHALL

MEET ADA

REQUIREMENTS

FOR ACCESSIBLE

ROUTES

MATCH GRADE

MATCH GRADE

AT ASPHALT

MATCH GRADE

MATCH GRADE

20.00 20.00 20.00 20.00 20.00 20.00 20.0016.00

2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

14.09

2.00

SEE STRUCTURAL FOR

EQUIPMENT YARD

CONCRETE

C 2/28/17 B.3 SUBMITTAL SEW

BUILDING SIGN

CS500

A5

D 4/14/17 B.3 FINAL SUBMITTAL SEW

PERSPECTIVE VIEW

NOT TO SCALE

M

I N

M

I N

FLOW

M

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I N

NOTES:

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO

FENCE POSTS WITH WIRE TIES OR STAPLES.

2. FILTER CLOTH TO BE FASTENED SECURELY TO

WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"

AT TOP AND MID SECTION

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN

EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX

INCHES AND FOLDED.

4. MAINTENANCE SHALL BE PERFORMED AS NEEDED

AND MATERIAL REMOVED WHEN "BULGES" DEVELOP

IN THE SILT FENCE.

STEEL EITHER "T" OR "U"

TYPE OR 2" HARDWOOD.

WOVEN WIRE 14 1/2 GA.

6" MAX. MESH OPENING.

FILTER X, MIRAFI 100X,

STABILINKA T140N OR

APPROVED EQUAL.

GEOFAB, ENVIROFENCE,

OR APPROVED EQUAL.

POSTS:

FENCE:

FILTER CLOTH:

PREFABRICATED

UNIT:

H E

I G

H T

F

F

I L T

E R

F

L

O

W

F

L

O

W

10' MAX CENTER TO CENTER

36" MIN. FENCE

POST ( 10' MAX.

C. TO C. )

WOVEN WIRE FENCE ( 14 1/2

GA. MIN., MAX 6" MESH

SPACING) WITH FILTER

CLOTH OVER

UNDISTURBED GROUND

EMBED FILTER

CLOTH MIN. 6" INTO

GROUND

36" MIN. FENCE

POSTS DRIVEN

16" INTO GROUND

WOVEN WIRE

FENCE (14 1/2

GA., MAX. 6"

MESH SPACING).

5' MAX

M

A X

VARIES

4" TROWEL FINISH (TYP.)

BROOM

1/8"

1/2"

TOOLED

JOINTS

(TYP)

EXPANSION JOINTS

@ 25' CTRS MAX

T

Y P

TOOLED JOINT

PLAN

5" P.C.C.

18"

CRUSHED

ROCK BASE

COMPACTED SUBGRADE

SECTION A

1/2" RADIUS (TYP.)

1. BROOM FINISH SHALL BE APPLIED NORMAL TO DIRECTION OF TRAFFIC.

2. SAW JOINTS TO BE LOCATED TO MAINTAIN AN APPROXIMATE SQUARE

SLAB AS INDICATED ON PLANS.

3. EXPANSION JOINTS TO BE LOCATED WHERE WALK ABUTS CONCRETE

CURBS, DRIVES, STRUCTURES AND WHERE WALK CHANGES DIRECTION.

TOOLED JOINT EXPANSION JOINT

NOTES:

PRE-FORMED EXP.

JOINT MATERIAL

1/8" RAD 1/8" RAD

EXPANSION JOINT

SECTION B

COMPACTED SUBGRADE

18" CRUSHED ROCK BASE

5" P.C.C.

A4

PRECAST CONCRETE JERSEY BARRIER

SCALE: NTS

A1

SILT FENCE

SCALE: NTS

A

B

24"

1. BARRIER SHALL BE SPACED TO PROVIDE NO MORE THAN 3.00'

CLEAR BETWEEN ADJACENT BARRIERS OR EDGE OF

PAVEMENT.

NOTES:

C1

CONCRETE SIDEWALK

SCALE: NTS

A5

BUILDING SIGN

SCALE: NTS

8" CONCRETE SONOTUBE TO

48" MIN BELOW GRADE

3" SQ. SIGN POST

SLOPE AWAY FROM POST

FINISH GRADE

FREESTANDING SIGN TYPICAL ELEVATION

FREESTANDING SIGN

NOTES:

1. SIGN IS FREESTANDING, STEEL FRAME FABRICATED PER DIMENSIONS NOTED. SIGN CONTRACTOR SHALL

PROVIDE SHOP DRAWINGS SHOWING ALL FRAMING, CONNECTIONS, WELDS, FINAL SIGN DIMENSIONS, APPROVED MATERIALS, COLORS AND LOGOS FOR APPROVAL.

2. ALL VINYL GRAPHICS SHALL BE HIGH PERFORMANCE SELF ADHESIVE TYPE AND SHALL BE APPROVED BY THE

CONTRACTING OFFICER PRIOR TO FABRICATION.

3. ALL SIGNS SHALL BE SET LEVEL AND PLUMB

4. ALL EXPOSED JOINTS & CORNERS SHALL BE FINISHED SMOOTH AND PAINTED

5. KNICKS, SCRATCHES OR DAMAGE CAUSED DURING INSTALLATION SHALL BE REPAIRED IMMEDIATELY BY THE

SIGN CONTRACTOR.

REFER TO TYPICAL

FOOTING DETAIL,

THIS DETAIL

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

92654B150C-CS500.DWG

SITE DETAILS

S. WAGNER

S. LUEHRS

ECS500

9/22/16

A 11/4/16 B.1 SUBMITTAL SEW

B 1/4/17 B.2 SUBMITTAL SEW

C 2/28/17 B.3 SUBMITTAL SEW

D 4/14/17 B.3 FINAL SUBMITTAL SEW

7 8 9 10 11 12 13 14 15 16 17

P

Q

R

S

T

U

M

A1 S-500

D2 S-501

EXISTING TRUSS

EXISTING TRUSS

EXISTING TRUSS

EXISTING TRUSS

EXISTING TRUSS

TR

U

SS

ED

R U

N W

AY

E

N C

LO

SE

D T

R

AC

K

FALL RESTRAINT TRACK

FALL RESTRAINT TRACK

FALL

R

ESTRAIN

T TRACK

FALL

R

ESTRAIN

T TRACK

FA

LL

R

ES

TR

AI

N T

TR

AC

K

2 TON UNDERHUNG

BRIDGE CRANE

B/STL EL 125' - 3"

B/STL EL 125' - 3"

B/STL E

L 1

3"

B/STL E

L 1

3"

B/

ST

L

EL

EXISTING TRUSS

6 18

1. SEE SPECIFICATION 11 01 50 FOR FALL RESTRAINT REQUIREMENTS.

2. FALL RESTRAINT RAIL SHALL CONNECT TO PRIMARY ROOF TRUSSES ONLY.

3. BLACK TRIANGLES INDICATE LOCATIONS OF FALL RESTRAINT TRUSSED TRACK SUPPORT.

4. FALL RESTRAINT AT BRIDGE CRANE LOCATION SHALL HAVE EMPLOY AN OPERATIONAL PROCEDURE

TO LOCK OUT/TAG OUT FALL RESTRAINT WHEN CRANE IS USED (AND VICE VERSA).

1. RUNWAY BEAM SHALL BE COMPRISED OF TRUSSED STEEL ENCLOSED TRACK SUPPORTED AT BLACK

CIRCLE LOCATIONS.

2. END TRUCKS SHALL BE SIZED TO FIT THE ENCLOSED TRACK AND MEET ANSI B30.11.

3. FESTOON GLIDERS/TROLLEYS ARE REQUIRED TO SUPPORT POWERED HOIST.

4. PROVIDE FESTOON END CLAMPS WHERE REQUIRED, AND APPROPRIATE STACK

SECTION FOR FESTOON STORAGE.

5. PROVIDE STANDARD HANGERS WITH SWAY BRACING AND CONNECTIONS TO EXISTING STRUCTURE

FOR TRUSSED STEEL RUNWAY TRACK.

6. BRIDGE SHALL BE COMPRISED OF A TRUSSED STEEL ENCLOSED TRACK BRIDGE WITH

ELECTRIC HOIST, TROLLEY, AND BRIDGE (2 TON CAPACITY), ANSI MH 27.2 REQUIREMENTS.

7. MAXIMUM HANGER LOAD: 6500 LB.

8. BRIDGE CRANE SHALL BE PER SPEC 41 22 23.19.

9. CAPACITY: 2 TON

10. TYPE: BOTTOM RUNNING ENCLOSED TRACK

11. REQUIRED HOOK HEIGHT FROM OPERATING FLOOR: 32'-0"

12. APPROXIMATE BRIDGE SPAN: 33'-0"

13. CRANE TO OPERATE: INDOORS

14. POWER SOURCE: 480 VOLTS 60 HZ

TY

P45

16' - 6" 16' - 6"

/8

TR

U

SS

ED

R

U N

W

AY

E N

C

LO

SE

D

T R

AC

K

FALL RESTRAINT TRACK

SUPPORT POINT, TYP

CRANE ANCHOR POINT, TYP

BOTTOM CHORD

BRACING, TYP

HATCHED AREA

REPRESENTS

CRANE COVERAGE

TYP

~ 2' - 7"

TYP

~ 6' - 0"

TYP

~ 7' - 0"

FALL RESTRAINT NOTES:

UNDERHUNG BRIDGE CRANE NOTES:

TOC

100' - 0"

Level 1 100' - 0"Level 1 100' - 0" Level 1 100' - 0"Level 1 100' - 0" Level 1 100' - 0"Level 1 100' - 0"

7 8 9 10 11 12 13 14 15 16 17

A1

S-501FALL RESTRAINT TRACK FALL RESTRAINT TRACK

~1 4'

3"

TRUSSED STEEL

TRACK BRIDGE,

HOOK HEIGHT EL =

32'-0" ABOVE FINISH

FLOOR

92654

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DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

ES-500

FALL RESTRAINT AND CRANE PLAN

10/09/16

P. MANIS W. BAILEY

C. MCGEE

SCALE: 1/8" = 1'-0"B1 FALL RESTRAINT AND CRANE PLAN

SCALE: 1" = 10'-0"A1 FALL RESTRAINT AND CRANE ELEVATION

A 11/4/16 B.1 SUBMITTAL PM

B 1/4/17 B.2 SUBMITTAL PM

C 2/28/17 B.3 SUBMITTAL PM

D 4/14/17 B.3 FINAL SUBMITTAL PM

E 7/7/17 Amendment 1 PME

E

1. THE EXISTING EQUIPMENT MAY BE REUSED IF FOUND TO BE

IN WORKING ORDER AND IT MEETS THE REQUIREMENTS OF

THIS CONTRACT. ALL EXISTING CONDITIONS ALONG WITH ALL

NEW WORK SHALL BE SHOWN IN THE DESIGN AND

CALCULATIONS. FINAL TESTING WILL NOT DIFFERENTIATE

BETWEEN NEW AND EXISTING, ALL SHALL BE TESTED AS

NEW. THE CONTRACTOR SHOULD ASSUME THE EXISTING

CONDITIONS ARE DEFICIENT UNTIL FOUND TO BE

SATISFACTORY.

2. SERVE THE FIRE SUPPRESSION FROM THE EXISTING

DOMESTIC SYSTEM. PERFORM A HYDRANT FLOW TEST,

AND INCORPORATE THIS TEST INTO THE HYDRAULIC

CALCULATIONS. HYDRANT FLOW TESTING SHALL BE IN

ACCORDANCE WITH NFPA 291, AND THE RESULTS OF THE

TESTING SHALL BE SUBMITTED AS INDICATED IN NFPA 291

FIGURE 4.11.2.

FOR INFORMATION ONLY: FLOW TEST 1

DATE JUNE 14, 2016

STATIC 83 PSI

RESIDUAL 42 PSI

FLOW 2,116 GPM

3. THE FIRE SUPPRESSION SYSTEM SHALL BE DESIGNED AND

INSTALLED BY A LICENSED / CERTIFIED COMPANY WHERE

EMPLOYEES ARE LICENSED / CERTIFIED TO INSTALL FIRE

PROTECTION EQUIPMENT IN THE STATE OF VERMONT.

4. ALL COMPONENTS AND ASSEMBLIES USED IN THIS FIRE

PROTECTION SYSTEM MUST BE SPECIFICALLY UL LISTED

OR FM APPROVED FOR THEIR INTENDED USE.

5. USE SCHEDULE 40 BLACK STEEL FIRE WATER PIPING ON

THIS PROJECT EXCEPT WHERE NOTED. PROVIDE PIPING

MATERIAL SUITABLE FOR USE IN POTABLE WATER SYSTEMS

IN COMPLIANCE WITH THE INTERNATIONAL PLUMBING

CODE AND LOCAL JURISDICTION PRIOR TO THE BACKFLOW

PREVENTER.

1. PROVIDE ALL NECESSARY COMPONENTS TO MODIFY THE EXISTING

WET-PIPE SPRINKLERS IN THE SUPPORT AREA AND EXISTING

PRE-ACTION SYSTEM IN THE HANGAR BAY. EXTEND THE EXISTING

WET-PIPE SYSTEM INTO THE NEW OFFICE ADDITION. MODIFY THE

FOAM SYSTEM FOR THE CHANGE IN AIRCRAFT, AND MODIFIED

PERFORMANCE REQUIREMENTS INDICATED FOR NEW PARKING

PLAN.

2. COORDINATE ALL REQUIRED SYSTEMS TO THE SATISFACTION OF

THE ENGINEER AND AUTHORITY HAVING JURISDICTION. ANY

DEFICIENCIES, INCONSISTENCIES, OR POORLY COORDINATED

INSTALLATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT

NO ADDITIONAL COST.

3. FINAL DESIGN REQUIREMENTS (DEVICE QUANTITY, SIZE, AND

LOCATIONS) ARE THE SOLE RESPONSIBILITY OF THE FIRE

SUPPRESSION CONTRACTOR. DRAWINGS INDICATE MINIMUM

REQUIREMENTS; THE FIRE SUPPRESSION CONTRACTOR WILL

BE RESPONSIBLE FOR VERIFYING AND COORDINATING FINAL

DESIGN REQUIREMENTS WITH THESE CONSTRUCTION

DOCUMENTS, SPECIFICATIONS, REFERENCE DOCUMENTS,

APPLICABLE CODES, AND FACILITY USER REQUIREMENTS.

4. ALL DRAIN PENETRATIONS THRU EXTERIOR WALL SHALL BE NO

GREATER THAN 2'-0" ABOVE FINISHED GRADE

5. INSTALL FIRE PROTECTION PIPE HANGERS PER THE FOLLOWING

LIMITATIONS:

A) THE DEAD LOAD APPLIED TO ANY STRUCTURALLY

MEMBER SHALL NOT EXCEED 300 LBS. PROVIDE .

TRAPEZE HANGERS TO DISTRIBUTE THE LOAD

BETWEEN STRUCTURAL MEMBERS WHERE A

HANGER EXCEEDS THE LIMITATIONS.

B) SWAY BRACES FOR PIPING LATERAL LOADS

SHALL NOT BE ATTACHED TO ROOF JOIST

BOTTOM CHORDS. BRACE LOADS (WORKING

STRESS) SHALL BE LIMITED TO THE FOLLOWING:

1. 300 LBS. WHEN ATTACHED TO JOIST

TOP CHORD.

2. 300 LBS. WHEN ATTACHED TO FLOOR

SLAB.

6. ALL VALVES INCLUDING CONTROL AND TRIM VALVES SHALL BE

WITHIN 6'-0" AFF.

7. INSTALL ALL FIRE SUPPRESSION FOAM / WATER PIPING AS PART

OF THIS PROJECT IN ACCORDANCE WITH NFPA 13 PROTECTION

OF PIPING DAMAGE IN AREAS SUBJECT TO EARTHQUAKES. SHORT

PERIOD RESPONSE FACTOR Ss 0.355 PER STRUCTURAL SHEET S-001.

8. REPLACE EXISTING FIRE PUMP TO SUPPORT NEW PRESSURE

DEMANDS. SYSTEM SHALL BE DESIGNED TO KEEP PRESSURE UNDER

ANY CONDITION WITH THE EXISTING UNDERGROUND PIPING TO LESS

THAN 200 PSI.

9. BASE FOAM GENERATOR BRACING CALCULATIONS ON A Ss 0.95. THE

USE OF ALL THREAD ROD OR CABLING FOR SUPPORTING OR BRACING

GENERATORS IS NOT ALLOWED.

10. REFERENCE STRUCTURAL DRAWINGS FOR SUPPORT DETAILS OF THE

FOAM GENERATORS IN HANGAR BAY.

11. MAINTAIN MINIMUM CLEAR HEIGHT OF FIRE SUPPRESSION EQUIPMENT

IN HANGAR BAY INCLUDING FOAM GENERATORS OF 26 FEET.

SECTION, DETAIL OR

ELEVATION IDENTIFICATION

MARK

PLATE NUMBER WHERE SECTION,

DETAIL OR ELEVATION IS TAKEN

SECTION, DETAIL OR ELEVATION TITLE

PLATE NUMBER WHERE DETAIL IS

DRAWN

DETAIL

NUMBER

DETAIL CALLOUT SYMBOL

DETAIL/SECTION TITLE

SECTION CUT SYMBOL

SECTION

LETTER

PLATE NUMBER

WHERE SECTION IS

DRAWN

VIEW

SECTION

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

FP FIRE PROTECTION

FPC FIRE PUMP CONTROLLER

JPC JOCKEY PUMP CONTROLLER

NC NORMALLY CLOSED

NO NORMALLY OPEN

(S) ELECTRICALLY SUPERVISED

SQ FT SQUARE FOOT

EXISTING

TO REMAIN DEMOLITION

NEW WORK

EXISTING

TO REMAIN

CONSTRUCTION INTERFACE

FIRE PROTECTION SPRINKLER SYSTEM DESIGN CRITERIA

PRESSURE RELIEF VALVE

OUTSIDE SCREW AND YOKE

VALVE (OS&Y)

VALVE

ANGLE VALVE

DOUBLE CHECK BACKFLOW

PREVENTOR

INDICATING BUTTERFLY VALVE

PRESSURE REGULATING VALVE

ALARM CHECK VALVE

CHECKVALVE

BASKET STRAINER

PIPE CAP

AUTOMATIC DRAIN VALVE

FIRE DEPARTMENT

CONNECTION

FLOW METER

PRESSURE GAUGE

INDUCTOR

SIGHT GLASS

PRESSURE SWITCH

DELUGE VALVE

DRY VALVE

PREACTION VALVE

SOV

SOLENOID VALVE

FLOW SWITCH

FIRE SUPPRESSION LEGEND FIRE SUPPRESSION ABBREVIATIONS FIRE SUPPRESSION DESIGN CRITERIA FIRE SUPPRESSION GENERAL NOTES

DRAIN PIPING

FIRE PROTECTION PIPING

PIPING SYMBOLS

AUTOMATIC AIR RELEASE VALVE

FIRE PUMP

JOCKEY PUMP

F

J

RISER LOCATION

HAZARD CLASSIFICATION

NOTE 1: PROVIDE 200ºF RATED SPRINKLERS IN MECHANICAL AND COMMUNICATION ROOMS.

NOTE 2: WHERE CEILINGS ARE PRESENT USE WHITE QUICK RESPONSE SEMI-RECESSED PENDENT SPRINKLERS.

NOTE 3: WHERE CEILINGS ARE NOT PROVIDED USE BRASS UPRIGHT SPRINKLERS.

NO HATCH

MARK

WET

SYSTEM

TYPE

WET

SINGLE INTERLOCK

PRE-ACTION

REMOTE

AREA

SQ FT

HOSE

DEMAND

GPM

TEMP

RATING TYPE

ORDINARY

ORDINARY

175ºF

QUICK RESPONSE

SEMI-RECESSED PENDENT

QUICK RESPONSE

UPRIGHT

QUICK RESPONSE

UPRIGHT

NOTES

1,2

0.10

DENSITY

GPM/SF

0.20

0.20

MAXIMUM AREA

PER HEAD

SQ FT

LIGHT HAZARD

ORDINARY HAZARD

HANGAR BAY

UFC 4-211-01

SPRINKLER CHARACTERISTICS

FINISH

WHITE

BRASS

BRASS

FIRE SUPPRESSION SYSTEM

DRY SYSTEM

WET SYSTEM

PREACTION SYSTEM

FOAM SYSTEM

ELBOW UP OR DOWN

TEE UP OR DOWN

SYMBOL IDENTIFICATION LEGEND

EXISTING EQUIPMENT

DEMO EXISTING EQUIPMENT

NEW EQUIPMENT

FOAM GENERATOR

MINIMUM

K-FACTOR

5.6

8.0

8.0

6-WAY FLOW TEST HEADER

FOAM TANK

E

FIRE PUMP SCHEDULE

PUMP

TYPE

FP-1*

MARK

ELECTRICAL DATA

HSCP

DRIVE

TYPE

ELECTRIC

SERVICE

TYPE

FLOW

RATE

(GPM)

TOTAL

HEAD

(PSI) HP V/Ph/Hz NOTES

FIRE PUMP

JOCKEY PUMP

2000 190 400 460/3/60

FP-2* HSCP ELECTRIC FIRE PUMP 2000 190 400 460/3/60

JP-1* MSC ELECTRIC 20 195 5 460/3/60

* FIRE PUMPS SERVE B150, B130, B131, AND B132.

HSCP = HORIZONTAL, SPLIT-CASE

MSC = MULTI-STAGE CENTRIFUGAL

PRIMARY PUMP; SOFT START

SECONDARY PUMP; SOFT START

VARIABLE SPEED

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

EFX001

FIRE SUPPRESSION NOTES, LEGEND AND

ABBREVIATIONS

02/27/17

A. DAHL C. CAHILL

A. HANKINS

A 11/4/2016 B.1 SUBMITTAL AH

B 1/4/17 B.2 SUBMITTAL AH

C 2/27/17 B.3 SUBMITTAL AH

D 4/14/17 B.3 FINAL SUBMITTAL AH

E 7/7/17 AMENDMENT 1 AH

HAZARD SCHEDULE

HAZARD CLASSIFICATION

NO HATCH

MARK

LIGHT HAZARD

ORDINARY HAZARD

HANGAR BAY

UFC 4-211-01

1 2 3 4 5 6

7 8

9 10 11

F

E

D

C B

A

TOOL/ PARTS

STORAGE

BATTERY

CHARGING

COLLATERAL

STORAGE

SPECIAL ACCESS

STORAGE (SAPF)

TOOL ROOM

STAIR

ST02

VRC LIFT

EV02

TOOL ISSUE

HANGAR BAY

MOF

MOF SUPER.

COMM

ELEV. VEST.

STAIR

ST01

CORRIDOR

DEBRIEF/ FSE

MX TRAINING

TESTING

HEF

AAS CC

AAS ADMIN

AAS NCOIC

CORRIDOR

QA

QA CLASSROOM

MXG

CONFERENCE

ROOM

DSG OFF

QA CHIEF

MXG CD

ADMIN

MEETING ROOM

CORRIDOR

MXG CC

MXG CHIEF

1ST SHIRTS (2)

ADMIN SUPER

VESTIBULE

MXG XO

AMXS/ CC

AMXS/ CHIEF

BREAK AREA

MEN'S SHOWER/

LOCKER

WOMEN'S

SHOWER/

LOCKER

WOMEN'S TOILET

MEN'S TOILET

JAN

TOILET

VESTIBULE

M E

C H

A N

IC

A

L

MECH YARD

ELECTRICAL

COMMS

E G

R E

S S

O F

F

IC

E

EGRESS

MAINTENANCE

AVIONICS

AVIONICS OFFICE

AVIONICS SUPER.

ALIS WORK ROOM

APG

APG SUPER.

APG OFFICE

CORRIDOR

AMU READY

ROOM

MEN'S TOILET/

SHOWER

CORRIDOR

SHOWER

WOMEN'S TOILET

ELEV

EV01

DSG OFF

TOOL/ PARTS

STORAGE

BATTERY

CHARGING

COLLATERAL

STORAGE

SPECIAL ACCESS

STORAGE (SAPF)

TOOL ROOM

STAIR

ST02

VRC LIFT

EV02

TOOL ISSUE

HANGAR BAY

MOF

MOF SUPER.

COMM

ELEV. VEST.

STAIR

ST01

CORRIDOR

DEBRIEF/ FSE

MX TRAINING

TESTING

HEF

AAS CC

AAS ADMIN

AAS NCOIC

CORRIDOR

QA

QA CLASSROOM

MXG

CONFERENCE

ROOM

DSG OFF

QA CHIEF

MXG CD

ADMIN

MEETING ROOM

CORRIDOR

MXG CC

MXG CHIEF

1ST SHIRTS (2)

ADMIN SUPER

VESTIBULE

MXG XO

AMXS/ CC

AMXS/ CHIEF

BREAK AREA

MEN'S SHOWER/

LOCKER

WOMEN'S

SHOWER/

LOCKER

WOMEN'S TOILET

MEN'S TOILET

JAN

TOILET

VESTIBULE

M E

C H

A N

IC

A

L

MECH YARD

ELECTRICAL

COMMS

E G

R E

S S

O F

F

IC

E

EGRESS

MAINTENANCE

AVIONICS

AVIONICS OFFICE

AVIONICS SUPER.

ALIS WORK ROOM

APG

APG SUPER.

APG OFFICE

CORRIDOR

AMU READY

ROOM

MEN'S TOILET/

SHOWER

CORRIDOR

SHOWER

WOMEN'S TOILET

ELEV

EV01

DSG OFF

MOF CC

STORAGE

PRINTER/

SHREDDER ROOM

C5

FX101

1 1

1 1

E3

FX101

12 13 14 15 16 17

U

T

S

R

Q

P

N

M

L

K

H

18 19 20 21 22 23 24

J

G

C.1

BATTERY

STORAGE

(NO SPRINKLERS REQUIRED)

EGRESS

STORAGE

B5

FX101

OPEN

TO ABOVE

11 11

F F

HEF

R

Q

J

FOAM TANK

TO BUILDING

B130

FROM SUPPLY

AFTER PUMP

1 2 3

ELEV

EV01

ELEV. VEST.

L

K

H

G

SIDE WALL SPRINKLER

FROM FIRE

WATER SUPPLY

(S)

P

(S)FROM SPRINKLER

SUPPLY

TO EXTERIOR

DRAIN

BATTERY

CHARGING

BATTERY

STORAGE

TO BATTERY

STORAGE

SPRINKLERS

TO BATTERY

CHARGING

SPRINKLERS

N

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REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A

B C

D

KEYPLAN

EFX101

FIRE SUPPRESSION OVERALL FIRST FLOOR

PLAN

02/27/17

A. DAHL C. CAHILL

A. HANKINS

NOTES:

1. REFER TO FX001 FOR GENERAL NOTES, DESIGN

CRITERIA, ABBREVIATIONS AND SYMBOLS.

2. PROVIDE SPRINKLER COVERAGE BELOW STAIRS

PER NFPA 13.

KEYED NOTES:

EXISTING HEF GENERATORS HAVE BEEN LOCATED

AND SHOWN AS REFERENCE. RELOCATE

GENERATORS AS NECESSARY TO CONFORM TO

DESIGN CRITERIA AND MINIMUM ELEVATION

CLEARANCES. CONTRACTOR RESPONSIBLE FOR

FINAL PLACEMENT AND COORDINATION WITH ALL

OTHER DESIGN CRITERIA AND DISCIPLINES.

REMOVE EXISTING SPRINKLER SYSTEMS. AFTER RE-

BUILD, EXTEND SUPPORT AREA WET-PIPE SYSTEM.

ADD OR RELOCATE SPRINKLERS AND PIPING FOR THE

NEW WALLS AND CEILINGS.

ELECTRIC PUMPS TO BE REPLACED.

REMOVE DRY-PIPE SYSTEM AND ASSOCIATED PIPE,

HANGERS, ELECTRICAL AND CONDUIT.

REVISE PIPING AND SYSTEMS TO MEET DESIGN

CRITERIA.

HANGAR BAY PRE-ACTION AND HEF SYSTEM

BOUNDARY

SEE A1 PLAN VIEW ON THIS SHEET FOR DESIGN

CRITERIA.

PROVIDE SIDEWALL PIT SPRINKLER PER NFPA 13.

PROVIDE DEDICATED SHUTOFF VALVE AND FLOW

SWITCH FOR BATTERY ROOM SPRINKLERS.

EXISTING DRAFT CURTAINS.

SCALE: 3/32" = 1'-0"A1

FIRE SUPPRESSION OVERALL FIRST FLOOR PLAN

SCALE: 3/16" = 1'-0"C5

FIRE SUPPRESSION ENLARGED PLAN -

HEF 110

SCALE: 3/16" = 1'-0"E3

FIRE SUPPRESSION ELEVATOR DETAIL

SCALE IN FEET

0 8' 16' 24'

SCALE: 3/16" = 1'-0"B5

FIRE SUPPRESSION ENLARGED PLAN -

BATTERY ROOMS

JPC

F P

C F

P C

A 11/4/2016 B.1 SUBMITTAL AH

B 1/4/17 B.2 SUBMITTAL AH

C 2/27/17 B.3 SUBMITTAL AH

D 4/14/17 B.3 FINAL SUBMITTAL AH

E 7/7/17 AMENDMENT 1 AH

SOV

EMERGENCY

MANUAL

RELEASE

MAIN

DRAIN

DRAIN TO

EXTERIOR

DRAIN TO

EXTERIOR

DRIP CUP

PRESSURE

REGULATING

TRIM

FROM

HEADER

TO FOAM

SYSTEM

RELEASE AND REMOTE

RESETTING TRIP

SPEED

CONTROL TRIM

18" MINIMUM

AUXILIARY DRAIN VALVESPLASH BLOCK

MAIN DRAIN (S)

FIRE PUMP/PRV

TEST HEADER

(6 VALVES)

(S)

P R

E A

C T

IO

N

S Y

S T

E M

T O

H A

N G

A R

B A

Y

(S)

H E

F F

O A

M S

Y S

T E

M T

O H

A N

G A

R

W E

T -P

IP

E

S Y

S T

E M

T O

S U

P P

O R

T A

R E

A S

(S)

(S)

EXTERIOR WALL

FOAM TANK

STRAIGHT PIPE PER

MANUFACTURER

D1

FX601

(S)

(S)

D R

Y -P

IP

E

S Y

S T

E M

T O

A T

T

IC

(S)

(S)

(S)

J

F

F D2

FX601

FLANGED

CONNECTION

FIRE WATER SUPPLY

SERVICING BUILDING B130

FROM FIRE WATER SUPPLY

TO B130 FOAM ROOMS

NEW PUMPS AND ASSOCIATED

PIPING. REMOVE EXISTING

COMPONENTS AS NECESSARY.

NEW DELUGE, FOAM TANK, AND

ASSOCIATED PIPING. REMOVE EXISTING

COMPONENTS AS NECESSARY.

C1

FX601

(S)

25 GALLON SURGE

ARRESTER

(S) (S)

10" MANIFOLD10" MAIN E

FP1

FP2

FPC

(S) (S) (S)

(S)(S)

(NC)

(NC)

TO PUMP TEST

HEADER

FROM FIRE

WATER SUPPLY TO FIRE

SPRINKLER

RISERS

FPC

JP

JPC

FPC-2

FPC-1

JPC-1

(S)

100 GALLON SURGE

ARRESTER (TYP OF 2)

DRAIN VALVE

(TYP OF 2)

(S)

LIQUID FILLED

GAUGE WITH

SHUT-OFF (TYP.)

FROM FLOW

CONTROL VALVE

3/4" COPPER LINE

FROM FIRE

WATER SUPPLY

WITH BALL VALVE

PROVIDE

INSTRUCTIONAL

SIGNAGE

BALL VALVE WITH CAP

AND TEST CONNECTION

PRESSURE / VACUUM

VENT

REVERSE FLOAT LEVEL

GAUGE

SUCTION LINE

CURRENT

CONCENTRATE LEVEL

SECTION OF DOUBLE

WALL POLYETHYLENE

CONCENTRATE TANK

MINIMUM REQUIRED

STRAIGHT PIPE LENGTH

PER MANUFACTURER

TO FOAM SYSTEM

REDUCER (WHEN REQUIRED)

INDUCTOR

CHECK VALVE

T-FITTING MOUNTED

DIRECTLY ABOVE BALL VALVE

SUPERVISED BALL VALVE

EMPTY

50 GALLON INCREMENTS PERMANENTLY MARKED

ON TANK OR GAUGE

INDICATE MINIMUM REQUIRED CONCENTRATE LEVEL

FULL

INACCESSIBLE CONCENTRATE

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REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

EFX601

FIRE SUPPRESSION ONE LINE DIAGRAM

AND DETAILS

02/27/17

A. DAHL C. CAHILL

A. HANKINS

N.T.S.SCALE:D1

DELUGE VALVE RISER DETAIL

FOAM SYSTEM

N.T.S.SCALE:A1

HIGH EXPANSION FOAM RISER DIAGRAM

N.T.S.SCALE:D2

FIRE PUMP DETAIL

NOTES:

1. REFER TO FX001 FOR GENERAL NOTES, DESIGN

CRITERIA, ABBREVIATIONS AND SYMBOLS.

2. REFER TO S-403 FOR FOAM GENERATOR SUPPORT

DETAIL.

N.T.S.SCALE:C1

FOAM INDUCTOR DETAIL

A 11/4/2016 B.1 SUBMITTAL AH

B 1/4/17 B.2 SUBMITTAL AH

C 2/27/17 B.3 SUBMITTAL AH

D 4/14/17 B.3 FINAL SUBMITTAL AH

E 7/7/17 AMENDMENT 1 AH

GENERAL NOTES:

AIR DISTRIBUTION DEVICE IDENTIFICATION

AIR FLOW

SA-A

(2)175-8"

SPEC. TYPE

PIPE LINE ACCESSORIES

WITH EQUIPMENT

COMPONENTS TO BE FURNISHED

NECK SIZE

HVAC LEGEND

DETAIL/SECTION TITLE

NUMBER = DETAIL DESIGNATOR

LETTER = SECTION DESIGNATOR

DETAIL

SECTION CUT SYMBOL

SECTION

DESIGNATOR

INDICATES PERSPECTIVE

AND LIMITS OF SECTION

DETAIL/ENLARGED CALLOUT SYMBOL

INDICATES

LIMITS OF

DETAIL/SECTION

DETAIL/SECTION

DESIGNATOR

DRAWING WHERE

DETAIL/SECTION IS TAKEN

DRAWING WHERE

SECTION IS DRAWN

DRAWING WHERE

DETAIL/SECTION IS

DRAWN

SYSTEM TYPE

QUANTITY

CONSTRUCTION

INTERFACE

EXISTING

NEW

DEMOLITION

MECHANICAL ABBREVIATIONS

GATE VALVE

OS&Y

OUTSIDE SCREW & YOKE

BUTTERFLY VALVE

CHECK VALVE

3-WAY VALVE

BALL VALVE

PDV

PUMP DISCHARGE VALVE

BALANCING VALVE

RELIEF, SAFETY OR THERMAL RELIEF VALVE

CONTROL VALVE

M

MOTORIZED CONTROL VALVE

SUCTION DIFFUSER

AV

AUTOMATIC AIR VENT ASSEMBLY

MV MANUAL AIR VENT - SEE SPECIFICATIONS

FOR APPROPRIATE VALVE TYPE.

FLEX CONNECTION

THERMOMETER

BP BACKFLOW PREVENTION ASSEMBLY

SELF CONTAINED PRESSURE

REDUCING (REGULATING) VALVE

PRESSURE GAUGE

Y-TYPE STRAINER

REMOVABLE CAP

REDUCER (CONCENTRIC)

REDUCER (ECCENTRIC)

UNION

BLIND FLANGE

TEST CONNECTION

M METER

PUMP

A

M-001

A

M-001

A

M-003

HOSE GATE VALVE DRAIN

GLOBE VALVE

ANGLE VALVE

PLUG VALVE

DBB

DOUBLE BLOCK &

BLEED PLUG VALVE

IF

INSULATING FLANGE

REMOVABLE PLUG

PIPE WITH HEAT TRACE

S STRAINER

M

CONTROL DAMPER, MOTOR

OPERATED

MANUAL BALANCE DAMPER

BD

BACKDRAFT DAMPER

AD

AD

ACCESS DOOR (AD)

ACCESS PANEL (AP)

S

AD

S

DAMPERS:

SMOKE (SD) -

FIRE (F) -

AD

SECURITY BARS

FLEXIBLE DUCT CONNECTION

RECTANGLUAR ELBOW WITH

TURNING VANES

RECTANGULAR TEE WITH

TURNING VANES

RECTANGULAR RADIUS ELBOW

R RISE IN RESPECT TO AIR-FLOW

D DROP IN RESPECT TO AIR-FLOW

SQUARE OR RECTANGULAR TO

ROUND TRANSITION

SUPPLY AIR OR OUTSIDE AIR

DUCT SECTION

RETURN AIR DUCT SECTION

EXHAUST AIR DUCT SECTION

ROUND FLEXIBLE DUCT

(5'-0" MAX LENGTH)

SQUARE OR RECTANGULAR

SUPPLY DIFFUSER

RETURN AIR DIFFUSER

EXHAUST AIR DIFFUSER

T THERMOSTAT

CO2 CARBON DIOXIDE MONITOR

H HUMIDISTAT

LINEAR SLOT DIFFUSER

VAV- VARIABLE AIR VOLUME

TERMINAL BOX

(3'-0") FINNED TUBE RADIATION.

LENGTH OF ELEMENT SHOWN IN

PARENTHESIS

ESS EMERGENCY SHUT-OFF SWITCH

M MOTOR

CF CEILING FAN CONTROL PANEL

DEMOLITION

EXISTING

NEW

EXISTING

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DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

EM-001

MECHANICAL GENERAL NOTES, SYMBOLS,

AND ABBREVIATIONS

09/22/16

T. KARRE R. JORDAN

C. McAFEE

1. LEGEND IS GENERAL IN NATURE AND MAY INDICATE MORE INFORMATION THAN IS APPLICABLE TO PROJECT. SEE PLANS FOR

SPECIFIC SYMBOLS AND ABBREVIATIONS.

2. PROVIDE ALL MATERIALS, VALVES, HANGERS, ETC. AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY

CODE.

3. INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS.

4. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN ON

OTHER CONTRACT DOCUMENT DRAWINGS.

5. MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TO UNDERSIDE OF PIPES, CONDUITS, ETC., THROUGHOUT ACCESS ROUTES AND IN

MECHANICAL ROOMS.

6. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT ACCESS PANELS, CONTROLS, AND VALVING.

7. VERIFY DIMENSIONS AND CONNECTION SIZE WITH FURNISHED EQUIPMENT.

8. ALL ELEVATIONS ARE ABOVE FINISHED FLOOR TO BOTTOM OF DUCT, PIPE, OR PIPE INSULATION UNLESS NOTED OTHERWISE.

9. DUCT DIMENSIONS INDICATED REFER TO SHEET METAL DIMENSIONS. SHEET METAL SIZE SHALL BE AIR OPENING DIMENSION PLUS THE THICKNESS OF ACOUSTICAL LINER WHERE LINER IS INSTALLED. WHERE LINER IS NOT INSTALLED, AIR OPENING SIZE

AND SHEET METAL SIZE SHALL BE THE SAME.

10. DUCT STATIC PRESSURE CLASSIFICATION: UNLESS OTHERWISE INDICATED, CONSTRUCT DUCTS ON THE DISCHARGE SIDE OF FANS AND VAV BOXES TO HAVE 1.0 IN. W.C. POSITIVE PRESSURE AND DUCTS ON THE INLET SIDE OF EQUIPMENT TO HAVE 1.0 IN.

W.C. NEGATIVE PRESSURE CLASSIFICATIONS. DUCTS ON OUTLET SIDE OF AHU'S SHALL HAVE 3.0 INCH POSITIVE PRESSURE

CLASS DUCT.

11. LOCATE TRANSFER AIR DUCTS AND OPENINGS 24" ABOVE HIGHEST CEILING ELEVATION UNLESS OTHERWISE NOTED.

12. COORDINATE ALL WALL AND ROOF PENETRATIONS WITH STRUCTURAL AND ARCHITECTURAL PLANS.

13. INSTALL TEMPERATURE CONTROLS AT 48" ABOVE FINISHED FLOOR AND COORDINATE WITH OTHER DEVICES LOCATED ON

WALLS. COORDINATE WITH ARCHITECTURAL WALL FINISHES.

14. OCCUPANCY SENSORS SHALL BE PROVIDED BY DIVISION 26. WIRE OCCUPANCY SENSOR BACK TO CORRESPONDING VAV BOX AS SCHEDULED FOR VENTILATION CONTROL. CO2 SENSORS SHALL BE PROVIDED BY DIVISION 23. WIRE CO2 SENSOR BACK TO

CORRESPONDING VAV BOX AS SCHEDULED FOR VENTILATION.

15. PROVIDE STRUCTURAL EQUIPMENT PADS IN ACCORDANCE WITH DETAIL IN STRUCTURAL DRAWINGS.

16. ALL EXISTING DUCTWORK SHOWN ON DRAWINGS IS SCHEMATIC AND ARE BASED ON EXISTING RECORD DRAWINGS PROVIDED BY THE OWNER AND DO NOT REFLECT EXACT EXISTING CONDITIONS. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS ON JOB SITE. CONTRACTOR SHALL REROUTE NEW WORK TO ACCOMMODATE EXACT LOCATIONS OF EXISTING UTILITIES, STUBOUTS, AND/OR CONNECTIONS.

17. CONTRACTOR SHALL AIR BALANCE ALL GRILLES TO CFM'S SHOWN ON PLANS.

18. PROVIDE BRACING FOR OVERHEAD EQUIPMENT WEIGHING OVER 31 LBS PER UFC 4-010-01. SEE SPECIFICATION 2305 48.00.40.

IA INSTRUMENT AIR

INVT EL INVERT ELEVATION

L LOUVER

LR LONG RADIUS

MA MIXED AIR

MJ MECHANICAL JOINT

MW MAKE-UP WATER (AFTER BACKFLOW

PREVENTER)

NC NORMALLY CLOSED (FAIL POSITION)

NG NATURAL GAS

NO NORMALLY OPEN (FAIL POSITION)

OA OUTSIDE AIR

OB OPPOSED BLADE

OD OVERFLOW DRAIN

PB PARALLEL BLADE

PCR PUMP CONDENSATE RETURN

PCW PROCESS COLD WATER

PFX PLATE AND FRAME HEAT EXCHANGER

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAUGE

R RELIEF LINE

RA RETURN AIR

RED REDUCER-REDUCING

RG REFRIGERANT HOT GAS DISCHARGE

RL EFRIGERANT LIQUID

RMJ RESTRAINED MECHANICAL JOINT

RS REFRIGERANT SUCTION

RWR RADIATION WATER RETURN

RWS RADIATION WATER SUPPLY

SA SUPPLY AIR

SCH SCHEDULE

SCR SPRING RETURN CLOSED

SF SUPPLY FAN

SHR SHORT RADIUS

SO SLIP ON

SP STATIC PRESSURE SENSOR

SR SUPPLY REGISTER

ST STEAM TRAP

STM STEAM

SW SOCKET WELD

TA TRANSFER AIR

TOA TREATED OUTSIDE AIR

TOC TOP OF CONCRETE

TOD TOP OF DUCT

TOS TOP OF STEEL

UH UNIT HEATER

V VENT

VAV VARIABLE AIR VOLUME

VRF VARIABLE REFRIGERANT FLOW

WE WELD END

WN WELD NECK

12"Ø ROUND DUCT DIMENSION

24x1 RECTANGULAR DUCT DIMENSION (INCHES)

24x12 RECTANGULAR DUCT DIMENSION (INCHES)

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ARF ABOVE RAISED FLOOR

ARV AIR RELEASE VALVE

BBO BOILER BLOW-OFF

BLWDN BLOWDOWN

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BP BOOSTER PUMP

BPP BOILER PRIMARY PUMP

BW BUTT WELD

BWW ACKWASH WATER

CF CEILING FAN

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CL CENTER LINE OF PIPE ELEVATION

CONC CONCENTRIC

COND COOLING COIL CONDENSATE DRAIN

CR CONDENSATE RETURN

CT CHEMICAL TREATMENT

CTB COOLING TOWER BLOWDOWN

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

D DRAIN

DE DIESEL EXHAUST

DH DEHUMIDIFIER

DIW DEIONIZED WATER

DN DOWN

DRG DIFFUSER, REGISTER, GRILLE

EA EXHAUST AIR

EF EXHAUST FAN

EG EXHAUST GRILLE

EL ELEVATION

ELL ELBOW

ER EXHAUST REGISTER

ET EXPANSION TANK

EXIST EXISTING

F FAN

FCU FAN COIL UNIT

FD FEEDWATER

FF FLAT FACED

FO FLAT OVAL

FOB FLAT ON BOTTOM

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOT FLAT ON TOP

HWB HOT WATER BOILER

HWP HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

A 11/4/16 B.1 SUBMITTAL

B 1/4/17 B.2 SUBMITTAL

C 2/28/17 B.3 SUBMITTAL

D 4/14/17 B.3 FINAL SUBMITTAL

E 7/7/17 AMENDMENT 1

1312111098

U

T

S

2 3 4 5 6

A1

M-501

B1

M-301

SF-103

SF-102

SF-101

GH-101

(5)1000-16x16

OA-P

24ø OA

32ø OA

22' - 11" BOD EL

67x26 SA DN

36x34 RA DN

RTU-101

30x60 EA DN

96x96 OUTSIDE

AIR LOUVER

18x16 OA

16x12 OA

26' - 7" BOD EL

18x16 OA

16x12 OA

M

24x24 OPENING

WITH MOTORIZED

DAMPER

18x16 OA

26' - 5" BOD EL

N

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C

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A

B C

D

KEYPLAN

DM-112

SECOND FLOOR / ROOF - HVAC PLAN - AREA

B

12/15/16

T. KARRE R. JORDAN

C. McAFEE

KEYED NOTES:

NOT USED.

4" FLUE UP THRU ROOF.

96"x96" LOUVER, 20'-0" AFF.

SCALE: 1/8" = 1'-0"A1

SECOND FLOOR - HVAC PLAN - AREA B

0 4' 8' 16'

N

GENERAL NOTES:

1.

2.

SEE SHEET M-001 FOR MECHANICAL GENERAL

NOTES, SYMBOLS AND ABBREVIATIONS.

SEE DRAWING M-602 FOR RETURN AND

TRANSFER AIR SCHEDULE, SCHEDULE

INDICATED AIRFLOW, GRILLE TYPE AND DUCT

SIZE.

M A

T C

H L

IN

E S

E E

S H

E E

T M

-1

MATCHLINE SEE SHEET M-111

A 1/4/17 B.2 SUBMITTAL

B 2/28/17 B.3 SUBMITTAL

C 4/14/17 B.3 FINAL SUBMITTAL

D 7/7/17 AMENDMENT 1

MECHANICAL

ELECTRICAL

AS-101

HWP-101

UH-101 UH-102

ET-101

DDC

PANEL

DDC

PANEL

HWP-102

3" HWS

3" HWR

2" HWS

HWB-101

HWB-102

4" HWS

HWP-103

HWP-104

2 1/2" HWR

2 1/2" HWS

CHEMICAL SHOT

FEEDER

EEW-1

HWB-103

4" HWR

2" HWR

AR-102

AR-101RAD-101

AC-102

AC-101

DWH-101

HWP-105

BOILER

CONTROL

PANEL

ABOVE

BELOW

4" HWS

4" HWR

4" HWR

2" HWR

4" HWS

2" HWS

4" HWS

MECHANICAL

ELECTRICAL

DWH-101

AC-101

UH-101

UH-102

DDC

PANEL

DDC

PANEL

HWB-101

HWB-102

72"x16" LOUVER 72"x16" LOUVER

500-12x10

OA-P

500-12x10

OA-P

16x12 OA

36x36 OA

36x36 EA UP

(2)1000-18x14

OA-P

x O

A x O

A x O

A

MM

EEW-1

HWB-103

30x60 EA UP

TO GH-101

18x16 OA

12' - 4" BOD EL

4ø COMBUSTION AIR

12' - 10" BOD EL

4ø COMBUSTION AIR

11' - 10" BOD EL

4ø COMBUSTION AIR

11' - 10" BOD EL

4ø COMBUSTION AIR

11' - 10" BOD EL

E

E

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

EM-402

MECHANICAL ENLARGED PLANS

09/30/16

T. KARRE R. JORDAN

C. McAFEE

SCALE: 1/2" = 1'-0"A1

MECHANICAL PIPING PLAN - ENLARGED MECH/ELEC ROOM

GENERAL NOTES:

1.

2.

SEE SHEET M-001 FOR MECHANICAL GENERAL

NOTES, SYMBOLS AND ABBREVIATIONS.

PROVIDE 4 INCH HOUSEKEEPING PADS LOCATED

UNDER BOILERS, EXPANSION TANK, AND

CHEMICAL TREATMENT TANK.

KEYED NOTES:

ROUTE 4" COMBUSTION AIR INTAKE FROM BOILERS AND WATER

HEATERS THRU SIDE WALL AND TERMINATE WITH TURN DOWN

PIPE THRU WALL.

4" FLUE UP THRU ROOF.

1" MAKE-UP WATER. SEE DRAWING P402 FOR CONTINUATION.

TRANSITION 36x36 DUCT TO AIR COMPRESSOR CONNECTION

SIZE.

ROUTE 36"x36" EA UP AND TRANSITION TO 30"x60" GRAVITY HOOD

CONNECTION. PROVIDE MOTORIZED DAMPER PRIOR TO HOOD

CONNECTION.

BOILER EMERGENCY KILL SWITCH.

INSTALL ONE NEW AND TWO EXISTING BOILERS ONTO NEW

BUDERUS CASCADE FRAME WITH LOW LOSS HEADER AND

MANIFOLD KIT.

INSTALL NEW BUDERUS BOILER CONTROL PACKAGE AND WIRE

ALL THREE BOILERS . CONNECT TO DDC SYSTEM.

CONNECT HWS / R PIPING TO BOILER LOW LOSS HEADER

CONNECTIONS.

SPACE RESERVED FOR FIRE ALARM. DO NOT ROUTE PIPING IN

AREA INDICATED.

0 1' 2' 4'

N

T

T

TO SF-101

TO SF-102

SCALE: 1/2" = 1'-0"A3

MECHANICAL HVAC PLAN - ENLARGED MECH/ELEC ROOM

0 1' 2' 4'

N

E

A 11/4/16 B.1 SUBMITTAL

B 1/4/17 B.2 SUBMITTAL

C 2/28/17 B.3 SUBMITTAL

D 4/14/17 B.3 FINAL SUBMITTAL

AIR FLOW

DUCT

AIR FLOW

DUCT

GRIDS AND DAMPERS MUST NOT DAMAGE LINERS

NOTE:

ADJUSTABLE DAMPER

SUPPLY OUTLET

ADJUSTABLE DAMPER

SUPPLY OUTLET

QUALIZING GRID (WHEN

SPECIFIED ALTERNATIVE

TO EXTRACTOR)

REGISTER AND DIFFUSER CONTAIN

VOLUME CONTROL AT GRILLE.

GRILLE HAS NO VOLUME CONTROL.

GRILLE FLANGES MUST

COVER DUCT FLANGES.

STRAP HANGERS TRAPEZE HANGERS

60" MAX.

REINFORCEMENT MAY BE USED FOR

ATTACHMENT IF IT QUALIFIES FOR BOTH

DUTIES DO NOT EXCEEED ALLOWABLE

LOAD LIMITS

ONE HALF-ROUND MAY BE USED

IF DUCT SHAPE IS MAINTAINED.

24" DIA. MAX.50" DIA. MAX.

10" DIA. MAX.

LOAD RATED

FASTENERS

HANGER

STRAPS

HANGER RODS,

WIRES OR STRAPS

BAND OF SAME SIZE

AS HANGAR STRAP

NUTS

HANGERS

MUST NOT

DEFORM DUCT

SHAPE

UNLESS FOOT OF STRAP

IS PLACED UNDER A

BOTTOM REINFORCEMENT

SCREWS

SCREWS MAY

BE OMITTED

IF HANGER LOOPS

SECURE

WIRE

STRAP

ALTERNATE LOCATION

(VERIFY UPPER

TRAPEZE LOAD CAPACITY)

ANGLES

BAND

STRAP OR

ANGLE

ROD

SIZE BOLT (S)

FOR LOAD

1" MIN.

ROD

EXHAUST FAN

VIBRATION ISOLATORFLEX

CONNECTION

HANGER ROD

MOUNTING BRACKET

OR CHANNEL

SEISMIC BRACING

E

E DUCT

1-1/2" POCKET SLIP

1-1/2" MIN. TO 3"

MAX. INSTALLED.

6" NOMINAL WITH

MATERIAL TAUT.

WASHER

1" FLANGE AND HEM

FLEXIBLE MATERIAL

AS SPECIFIED

1" x 1/8"

BAND IRON

BOLT ON 4" CENTERS

ALTERNATE

POSITION OF BOLT

FLANGED

CONNECTION

OF FAN SIDE

SHEET METAL AS

SPECIFIED FOR

DUCTWORK

SHEET METAL AS

SPECIFIED FOR DUCTWORK

12" x 12" 2 1 26 26 24

2226242216" x 16"

2226222324" x 24"

DOOR

19MM

SASH LOCK

DUCT

50MM

SPACER

HINGE

GASKET

FRAME WITH CLINCH LOCK

MAX DOOR

SIZE

SHEET METAL GAGE

THICKNESS

DOOR BACK FRAME

NO. OF

HINGES

NO. OF

HINGES

OPENING WITH BIRD SCREEN

SLOPE

EXTERIOR WALL

INSULATED

PLENUM BOX

(SEE PLANS FOR SIZE)

MOTORIZED DAMPER

M

LOUVER

NOTES:

1. CONSTRUCT PLENUM BOX WITH

1% SLOPE TOWARDS LOUVER

8"

12"

M

MANUAL AIR VENT

BALL VALVE (TYP.)

UNION (TYP.)

MANUAL VENT

BALANCING VALVE

DRAIN VALVE (TYP)

ISOLATION VALVE

2-WAY CONTROL VALVE

(MAX. P = 5 PSI)

VAV

HWR HWS

LOUVER

EXTERIOR

WALL

SLOPE DUCTWORK CONNECTED

TO LOUVER TOWARDS THE

BUILDING EXTERIOR

MOTORIZED DAMPER

EXHAUST OR OUTSIDE AIR

DUCT. SEE PLANS FOR SIZE.M

EA

BIRDSCREEN

UPBLAST EXHAUST FAN

ROOF CURB, COORDINATE

W/EQUIPMENT FURNISHED

SEE ARCHITECTURAL DWGS

FOR FLASHING DETAILS

EA

MOTORIZED DAMPER

EXHAUST AIR DUCT. SEE PLANS

FOR SIZE. COORDINATE

W/EQUIPMENT FURNISHED.

M

EA

ROOF EXHAUST FAN

BIRDSCREEN

M

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IN

C

C

DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

EM-502

MECHANICAL DETAILS

09/30/16

T. KARRE R. JORDAN

C. McAFEE

NTSSCALE:D1

DIFFUSER, GRILLE, & REGISTER CONNECTIONS

NTSSCALE:D3

LOWER DUCT HANGAR ATTACHMENTS

NTSSCALE:C1

CABINET OR INLINE EXHAUST FAN

NTSSCALE:C3

RECTANGULAR FLEXIBLE CONNECTION

NTSSCALE:A4

ACCESS DOOR IN DUCTWORK

NTSSCALE:C5

LOUVER DETAIL - HANGAR, ROOMS 164, 166 & 171

SCALE: 12" = 1'-0"A5

VARIABLE AIR VOLUME BOX PIPING

NTSSCALE:E5

DUCTWORK CONNECTED TO EXTERIOR LOUVER

NTSSCALE:A1

ROOF EXHAUST FANS

A 11/4/16 B.1 SUBMITTAL

B 1/4/17 B.2 SUBMITTAL

C 2/28/17 B.3 SUBMITTAL

D 4/14/17 B.3 FINAL SUBMITTAL

92654 c a le

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DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152802

F-35 MX HANGAR POWER

AND INST. EQUIP ALL SPOTS

BUILDING 150

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

EM-601

MECHANICAL SCHEDULES

10/12/16

T. KARRE R. JORDAN

C. McAFEE

PRE-CONDITIONED AIR UNIT SCHEDULE (CAS)

EQUIPMENT

TAG LOCATION

ALTITUDE

(FT)

AIRFLOW

(LB/MIN)

WATER VAPOR

MIN-MAX

(GRAINS/LB)

EXTERNAL

STATIC

PRESSURE

(PSIG)

DELIVERED

STATIC

PRESSURE

(PSIG)

TOTAL

STATIC

PRESSURE

(PSIG)

AMBIENT CONDITIONS SUPPLY AIR CONDITIONS SUPPLY FAN MOTOR

SUMMER DB

(DEG F)

SUMMER WB

(DEG F)

WINTER DB

(DEG F)

MIN SUPPLY

TEMP

(DEG F)

MAX SUPPLY

TEMP

(DEG F) VOLTS PHASE

CAS-101 MECH YARD 350 46.5 0-55 0.5 5.25 NOTE 1 85 70 -10 35 55 460 3

CAS-102 MECH YARD 350 46.5 0-55 0.5 5.25 NOTE 1 85 70 -10 35 55 460 3

CAS-103 MECH YARD 350 46.5 0-55 0.5 5.25 NOTE 1 85 70 -10 35 55 460 3

CAS-104 MECH YARD 350 46.5 0-55 0.5 5.25 NOTE 1 85 70 -10 35 55 460 3

CAS-105 MECH YARD 350 46.5 0-55 0.5 5.25 NOTE 1 85 70 -10 35 55 460 3

NOTES:

1. PRESSURE DROPS ASSOCIATED WITH FILTERS, COILS, ETC. SHALL BE INCLUDED IN THE TOTAL INTERNAL STATIC PRESSURE BY THE EQUIPMENT MANUFACTURER. DIRTY FILTER PRESSURE

SHALL BE USED FOR FILTERS.

2. WATER VAPOR SHALL CONTAIN NO WATER DROPLETS.

3. AIRFLOW, WATER VAPOR, AND DELIVERED STATIC PRESSURE INDICATED IN SCHEDULE REFER TO ATTRIBUTES AT THE AIRCRAFT CONNECTION.

4. ABI#1: PRECONDITIONED AIR UNITS (CAS) EQUIPMENT, CAS CONTROLS, INSTALLATION, SYSTEM TESTING, AND WARRANTY SHALL BE PART OF ABI#1. ALL ASSOCIATED FACILITY POWER, PIPING, REELS, HOSE AND OTHER ACCESSORIES SHALL BE PART OF THE BASE BID.

ROOFTOP UNIT SCHEDULE (RTU) 1/3

EQUIPMENT

TAG SERVICE LOCATION

ALTITUDE

(FT)

MAX.

AIRFLOW

(CFM)

MIN.

AIRFLOW

(CFM)

OUTSIDE

AIRFLOW

(CFM)

EXTERNAL

STATIC

PRESSURE

(IN. W.C.)

TOTAL

STATIC

PRESSURE

(IN. W.C.)

MINIMUM

CIRCUIT

AMPS

SUPPLY FAN SUPPLY FAN MOTOR RETURN FAN RETURN FAN MOTOR

MAX

BHP FAN RPM TYPE

VOLUME

CONTROL

MIN. MOTOR

HP

MOTOR

RPM

MOTOR

TYPE VOLTS PHASE MAX BHP

EXTERNAL

STATIC

PRESSURE

(IN W.C.)

AIRFLOW

(CFM) FAN RPM TYPE

VOLUME

CONTROL

MIN.

MOTOR HP

MOTOR

RPM

MOTOR

TYPE VOLTS PHASE

RTU-101 NORTH ROOF 350 9500 4070 1970 1.9 NOTE 1 94.88 17.62 1281 FC VFD 20 1300 BELT 460 3 5.17 0.9 8095 1441 FC VFD 7.5 1400 BELT 460 3

RTU-102 SOUTH ROOF 350 6450 2675 1030 1.6 NOTE 1 75.05 11 1349 FC VFD 15 1300 BELT 460 3 2.57 0.75 5460 1117 FC VFD 5 1100 BELT 460 3

ROOFTOP UNIT SCHEDULE (RTU) 2/3

EQUIPMENT

TAG

COOLING COIL

REFRIGERANT

TYPE

COMPRESSOR CONDENSER FANS

SUMMER

AMBIENT

TEMPERATURE

(DEG F)

COIL AIR

QUANTITY

(CFM)

EAT DB

(DEG. F.)

EAT WB

(DEG. F.)

LAT DB

(DEG. F)

LAT WB

(DEG. F.)

TOTAL

CAPACITY

(MBH)

SENSIBLE

CAPACITY

(MBH)

MAX. FACE

VELOCITY

(FPM)

MAX. AIR

PRESSURE

DROP

(IN. W.C.) TYPE

CAPACITY

MODULATION NUMBER

EFFICIENCY

(EER) NUMBER HP

RTU-101 9500 79.5 66.1 55 54 350.9 255 500 0.5 R-410A VARIABLE SPEED SCROLL 25% THRU 100% 2 10.9 3 1 90

RTU-102 6450 79.1 65.8 55 53.3 244.3 170.6 500 0.5 R-410A VARIABLE SPEED SCROLL 25% THRU 100% 2 10.3 3 1 90

ROOFTOP UNIT SCHEDULE (RTU) 3/3

EQUIPMENT

TAG

HEAT EXCHANGER PRE-FILTER FINAL FILTER

DIRTY FILTER

PRESSURE DROP

(IN. W.C.)

APPROX. UNIT

WEIGHT

(LBS) NOTESHEATING COIL TYPE FUEL

HEATING COIL

AIRFLOW

(CFM)

EAT

(DEG. F.)

LAT (DEG.

F.)

INPUT

(MBH)

MIN.

EFFICIENCY

COIL FACE

VELOCITY

(FPM)

AIR

PRESSURE

DROP

(IN. W.G.) TYPE

EFFICIENCY

(MERV)

PRESSURE

DROP

(IN. W.C.) TYPE

EFFICIENCY

(MERV)

PRESSURE

DROP

(IN. W.C.)

RTU-101 INDIRECT GAS FIRED NATURAL GAS 9025 51 65 164.7 83 500 0.2 CARTRIDGE 8 0.3 CARTRIDGE 13 0.35 1.5 6500 1, 2

RTU-102 INDIRECT GAS FIRED NATURAL GAS 4415 49.8 65 87.4 83 500 0.2 CARTRIDGE 8 0.3 CARTRIDGE 13 0.35 1.5 6500 1, 2

NOTES

1. PRESSURE DROPS ASSOCIATED WITH FILTERS, COILS, ETC. SHALL BE INCLUDED IN THE TOTAL INTERNAL STATIC PRESSURE BY THE EQUIPMENT MANUFACTURER. DIRTY FILTER PRESSURE SHALL BE USED FOR FILTERS.

2. MANUFACTURER SHALL PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION.

DIFFUSER, REGISTER, & GRILLE SCHEDULE (DRG)

TAG DESCRIPTION SYSTEM TYPE MOUNTING

THROW

PATTERN DAMPER

BLADE

SPACING NOTES

A 12" X 12" SQUARE CEILING LOUVERED SUPPLY AIR DIFFUSER SUPPLY SURFACE 4-WAY YES N/A

B 24" X 24" SQUARE CEILING LOUVERED SUPPLY AIR DIFFUSER SUPPLY SURFACE 4-WAY YES N/A

C 24" X 24" SQUARE CEILING LOUVERED SUPPLY AIR DIFFUSER SUPPLY LAY-IN 4-WAY NO N/A

D 24" X 24" RETURN AIR EGGCRATE 1/2" CORE GRILLE RETURN LAY-IN N/A NO 1/2"

E 24" X 12" RETURN AIR EGGCRATE 1/2" CORE GRILLE RETURN SURFACE N/A YES 1/2" 1

F 24" X 12" RETURN AIR EGGCRATE 1/2" CORE GRILLE RETURN LAY-IN N/A YES 1/2" 1

G 24" X 12" TRANSFER AIR EGGCRATE 1/2" CORE GRILLE TRANSFER LAY-IN N/A NO 1/2"

H 24" X 12" TRANSFER AIR EGGCRATE 1/2" CORE GRILLE TRANSFER SURFACE N/A NO 1/2"

J 24" X 24" TRANSFER AIR PERFORATED CORE GRILLE TRANSFER LAY-IN N/A NO N/A

K 12" X 12" EXHAUST AIR EGGCRATE 1/2" CORE GRILLE EXHAUST SURFACE N/A YES 1/2"

L 12" X 12" TRANSFER AIR EGGCRATE 1/2" CORE GRILLE TRANSFER SURFACE N/A NO 1/2"

M LOUVERED DUCT MOUNTED SIDEWALL GRILLE RETURN DUCT N/A YES 3/4"

N LOUVERED DUCT MOUNTED SIDEWALL GRILLE EXHAUST DUCT N/A NO 3/4"

P LOUVERED DUCT MOUNTED SIDEWALL GRILLE OUTSIDE AIR DUCT SINGLE - 0 DEG. NO 3/4"

Q LOUVERED DUCT MOUNTED SIDEWALL GRILLE OUTSIDE AIR DUCT SINGLE - 45 DEG. YES 3/4"

R LOUVERED DUCT MOUNTED SIDEWALL GRILLE TRANSFER DUCT SINGLE NO 3/4"

S CIRCULAR FACE LOUVERED SUPPLY DIFFUSER SUPPLY OPEN CEILING 360 DEG NO N/A

NOTES:

1. OMIT DAMPERS WHERE DAMPERS ARE LOCATED IN BRANCH DUCT.

MAKE-UP AIR UNIT SCHEDULE (MAU) 1/2

EQUIPMENT

TAG SERVICE LOCATION

ALTITUDE

(FT)

MAX.

AIRFLOW

(CFM)

OUTSIDE

AIRFLOW

(CFM)

EXTERNAL

STATIC

PRESSURE

(IN. W.C.)

TOTAL

STATIC

PRESSURE

(IN. W.C.)

SUPPLY FAN SUPPLY FAN MOTOR

MAX BHP FAN RPM TYPE

VOLUME

CONTROL

MIN.

MOTOR HP

/ MIN. VFD

MOTOR

RPM

MOTOR

TYPE VOLTS PHASE

MAU-101 HANGAR NORTH ROOF 350 11000 11000 0.5 NOTE 1 7.63 800 FC VFD 10 1725 BELT 460 3

MAU-102 TOOL STORAGE SOUTH ROOF 350 800 800 0.25 NOTE 1 0.36 1540 PLENUM VFD 1 1765 BELT 460 3

MAKE-UP AIR UNIT SCHEDULE (MAU) 2/2

EQUIPMENT

TAG

HEAT EXCHANGER FILTER DIRTY FILTER

PRESSURE

DROP

(IN. W.C.)

APPROX.

UNIT WEIGHT

(LBS) NOTESTYPE FUEL

HEATING COIL

AIRFLOW

(CFM)

EAT

(DEG. F.)

LAT

(DEG. F.)

INPUT

CAPACITY

(MBH)

OUTPUT

CAPACITY

(MBH) TYPE

EFFICIENCY

(MERV)

PRESSURE

DROP

(IN. W.C.)

MAU-101 DIRECT GAS FIRED NATURAL GAS 11000 -10 65 90 89.1 CARTRIDGE 8 0.3 0.75 1900 1,2

MAU-102 DIRECT GAS FIRED NATURAL GAS 800 -10 80 80 78 CARTRIDGE 8 0.3 0.75 750 1,2

NOTES:

1. PRESSURE DROPS ASSOCIATED WITH FILTERS, COILS, ETC. SHALL BE INCLUDED IN THE TOTAL INTERNAL STATIC PRESSURE BY THE EQUIPMENT MANUFACTURER. DIRTY FILTER

PRESSURE SHALL BE USED FOR FILTERS.

2. VFD PROVIDED BY CONTROLS CONTRACTOR.

HOT WATER BOILER SCHEDULE (HWB)

TAG NO. LOCATION TYPE

ALTITUDE

(FT.) FLUID

PRESSURE

RATING

(PSIG)

LVG.

WATER

TEMP

(DEG. F.)

ENT.

WATER

TEMP

(DEG. F.)

MINIMUM

GROSS

OUTPUT

(MBH) FUEL SOURCE

BURNER

INPUT (CFH @

1000 BTU/CF)

MIN.

EFFICIENCY

(%) VOLTS PHASE REMARKS

HWB-101 MECH ROOM CONDENSING 350 WATER 50 140 120 302 NATURAL GAS 330 92 120 1 1, 2, 3

HWB-102 MECH ROOM CONDENSING 350 WATER 50 140 120 302 NATURAL GAS 330 92 120 1 1, 2, 3

HWB-103 MECH ROOM CONDENSING 350 WATER 50 140 120 302 NATURAL GAS 330 92 120 1 2, 3, 4, 5

FAN SCHEDULE

TAG LOCATION FAN TYPE SERVICE AIRFLOW

FAN

SPEED

(RPM)

FAN SPEED

CONTROL

STATIC

PRESSURE

(IN WG)

SOUND

LEVEL

(DBA)

ELECTRICAL

INTERLOCK

WITH

DRIVE

TYPE

WEIGHT

(LBS) NOTES

MIN

MOTOR

HP

OPERATING

BHP

MOTOR

TYPE

STARTER/

DISCONNECT

PROVIDED BY VOLTAGE PHASE

EF-101 141 - MEN'S SHOWER LOCKER INLINE CENTRIFUGAL RESTROOM EXHAUST 1270 1725 CONSTANT 0.5 57 0.25 0.24 ODP PROVIDED BY 26 115 1 RTU-101 DIRECT 46 1

EF-102 150 - EXPLOSIVE STORAGE INLINE CENTRIFUGAL EXHAUST 350 1048 CONSTANT 0.3 53 0.25 0.06 TEFC PROVIDED BY 26 115 1 RTU-102 BELT 83 2

EF-103 ROOF CENTRIFUGAL ROOF RESTROOM EXHAUST 350 941 CONSTANT 0.5 50 0.25 0.06 ODP PROVIDED BY 26 115 1 RTU-102 DIRECT 47 1

EF-104 ROOF CENTRIFUGAL UPBLAST EMERGENCY EXHAUST 2000 1576 CONSTANT 0.3 68 0.75 0.41 ODP PROVIDED BY 26 115 1 DIRECT 66 1

EF-105 HANGAR BAY INLINE MIXED FLOW EXHAUST 11000 657 CONSTANT 0.625 51 2 1.75 OPD PROVIDED BY 26 460 3 MAU-101 BELT 488

EF-106 171 - BATTERY CHARGING CEILING CABINET FAN EXHAUST 75 950 CONSTANT 0.3 40 0.15 0.15 ODP PROVIDED BY 26 115 1 MAU-102 DIRECT 15 1

EF-107 ROOF CENTRIFUGAL UPBLAST EMERGENCY EXHAUST 2000 1576 CONSTANT 0.3 68 0.75 0.41 ODP PROVIDED BY 26 115 1 DIRECT 66 1

EF-201 207 - MOC SHOWER CEILING EXHAUST FAN RESTROOM EXHAUST 75 700 CONSTANT 0.25 0 0 0 ODP PROVIDED BY 26 115 1 DIRECT 0 3

EF-202 206 - MOC TOILET CEILING EXHAUST FAN RESTROOM EXHAUST 150 700 CONSTANT 0.25 0 0 0 ODP PROVIDED BY 26 115 1 DIRECT 0 3

EF-203 201 - TOOL / PARTS STORAGE INLINE CENTRIFUGAL EXHAUST 1500 1489 CONSTANT 0.3 56 0.5 0.28 ODP PROVIDED BY 26 115 1 DIRECT 55 1

SF-101 HANGAR BAY INLINE CENTRIFUGAL MECH ROOM VENTILATION 2000 1500 CONSTANT 0.6 63 0.75 0.45 ODP PROVIDED BY 26 115 1 DIRECT 91 1

SF-102 HANGAR BAY INLINE CENTRIFUGAL ELEC ROOM VENTILATION 1000 1548 CONSTANT 0.55 54 0.25 0.18 ODP PROVIDED BY 26 115 1 DIRECT 57 1

SF-103 HANGAR BAY INLINE CENTRIFUGAL COMPRESSOR SUPPLY 12000 559 CONSTANT 0.6 51 2 1.78 ODP PROVIDED BY 26 460 3 AC-102 BELT 990 4

GRAVITY HOOD SCHEDULE

TAG NO. SERVICE

THROAT SIZE

(IN.)

CURB CAP SIZE

(IN.) CFM

MAX PRESSURE

DROP

(IN. W.C.) DAMPER

UNIT WEIGHT

(LBS) NOTES

GH-101 EXH - MECH ROOM 30 X 60 36 X 66 12000 0.15 MOTORIZED 197 1, 2

NOTES:

1. PROVIDE WITH INSECT SCREEN.

2. UNIT SHALL BE ALUMINUM LOW SILHOUETTE RELIEF HOOD.

NOTES:

1. DIRECT DRIVE ECM MOTOR WITH UNIT MOUNTED SPEED CONTROLLER.

2. EXPLOSION PROOF, SPARK RESISTANT CONSTRUCTION.

3. EXISTING FAN. FOR REFERENCE ONLY.

4. CONTRACTOR SHALL VERIFY SIZING BASED ON AIRFLOW REQUIREMENTS OF AIR COMPRESSOR.

NOTES:

1. CONTRACTOR TO RELOCATE EXISTING BOILER, PUMP PACKAGE, AND ACCESSORIES. MOUNT EXISTING BOILERS TO NEW SUPPORT FRAME. PROVIDE NEW BUDERUS CONTROLS FM458, LOGOMATIC 4323 AND LONWORKS GATEWAY.

2. UNITS SHALL BE MOUNTED ON 4 INCH THICK HOUSEKEEPING PAD.

3. RELOCATE EXISTING CONDENSATE NUETRALIZATION KIT AND CONNECT ALL BOILERS.

4. PROVIDE NEW BUDERUS MODEL GB162-100 CONDENSING BOILER COMPLETE WITH PUMP MODULE. CONNECT NEW BOILER TO RELOCATED BOILER CONTROLS PACKAGE. PROVIDE ALL

SENSORS, INCLUDING BOTH SUPPLY AND RETURN SENSORS REQUIRED FOR CONNECTION.

5. CONTRACTOR SHALL PROVIDE NEW BUDERUS CASCADE FRAME TL3 FOR SUPPORTING THREE BOILERS, SUPPLY AND RETURN HEADER AND LOW LOSS HEADER.

A 11/4/16 B.1 SUBMITTAL

B 1/4/17 B.2 SUBMITTAL

C 2/28/17 B.3 SUBMITTAL

D 4/14/17 B.3 FINAL SUBMITTAL

TO

SPACEH

VAV-DA-T

VAV BOX

CONTROLLER

ZN-T ZN-CO2

VAV-D-C

HWS

VAV BOX

VAV-SA-F

V-##

VAV-HTG-V

HWR

SEQUENCE OF OPERATION SINGLE DUCT VAV BOX

GENERAL:

SINGLE DUCT VAV CONTROLLERS PROVIDE ROOM LEVEL TEMPERATURE CONTROL WITH

CONDITIONED AIR FROM AIR HANDLING UNITS. ROOMS USE A TYPICAL WALL THERMOSTAT TO

CONTROL THE ROOM/SPACE TEMPERATURE SETPOINT.

UNOCCUPIED:

THE VAV BOX DAMPER SHALL MODULATE TO ITS MINIMUM POSITION. THE ROOM TEMPERATURE

SHALL BE ALLOWED TO VARY TO ITS UNOCCUPIED TEMPERATURE SETBACK SETPOINT BEFORE THE

VAV BOX RESPONDS TO RETURN THE SPACE TEMPERATURE TO OCCUPIED SETPOINT. ONCE THE

SETPOINT IS RE-ESTABLISHED, THE VAV BOX SHALL RETURN TO THE UNOCCUPIED MODE.

OCCUPIED:

COOLING: THE VAV BOX DAMPER ACTUATOR SHALL BE FULLY OPENED.

WHEN THE ROOM TEMPERATURE SENSOR SENSES A DROP IN ROOM TEMPERATURE BELOW ROOM

COOLING TEMPERATURE SETPOINT, THE DAMPER SHALL MODULATE TO MAINTAIN THIS SETPOINT UNTIL DAMPER REACHES MINIMUM POSITION. ON A RISE IN ROOM TEMPERATURE ABOVE COOLING

TEMPERATURE SETPOINT, THE VAV DAMPER ACTUATOR SHALL MODULATE TOWARDS OPEN TO

MAINTAIN THE ROOM COOLING TEMPERATURE SETPOINT.

HEATING: WHEN THE ZONE TEMPERATURE IS BELOW THE ZONE HEATING TEMPERATURE SETPOINT, THE HEATING VALVE SHALL MODULATE TO MAINTAIN AIR…