QJKL_11-0014_-_Drawings.pdf

AREA OF WORK

BLDG 821

PLAN NORTH

BASE CONTRACTING

BLDG 729

BASE CIVIL ENGINEERING

BLDG 744

MAIN GATE

CONSTRUCTION HAUL ROUTE

1. THE CONTRACTOR MUST COORDINATE WITH THE ASSIGNED GOVERMENT

ESCORT BEFORE ENTERING OR LEAVING THE CONTROLLED AREA THROUGH

ACCESS GATE BY BUILDING 802. ALL CONTRACTOR RESOURCES (VEHICLES,

EQUIPMENT, ETC.) MUST USE A DIRECT ROUTE BETWEEN THE ACCESS GATE AND

THE FREE ZONE ENTRANCE AND ARE NOT ALLOWED IN OTHER ADJACENT

CONTROLLED/RESTRICTED AREAS (UNLESS SPECIAL ARRANGEMENTS ARE PRE-

COORDINATED AND APPROVED IN ADVANCE.)

2. AT THE BEGINNING OF EACH WORK DAY, THE CONTRACTOR MUST NOTIFY THE

ASSIGNED GOVERNMENT ESCORT BEFORE OPENING THE ENTRANCE TO THE FREE

ZONE AREA. LIKEWISE, AT THE END OF THE WORK DAY, THE CONTRACTOR MUST

AGAIN NOTIFY THE GOVERNMENT ESCORT BEFORE CLOSING THE ENTRANCE TO

THE FREE ZONE AREA.

3. CONTRACTOR SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS FOR

PROVIDING THE FREE ZONE BARRICADES:

• BARRICADES SHALL BE "BICYCLE-RACK" TYPE

• BARRICADES SHALL BE SECURED WITH SAND BAGS TO ENSURE NO

MOVEMENT DURING HIGH WINDS

• PLASTIC ORANGE MESH FENCING SHALL BE ATTACHED TO THE BARRICADES

• REFLECTIVE SIGNS SHALL BE ATTACHED TO THE BARRICADES EVER 50 FEET

• ORANGE FLASHING LIGHTS SHALL ALSO BE ATTACHED TO THE BARRICADES;

EVERY 50 FEET POSITIONED BETWEEN THE REFLECTIVE SIGNS

• IF THE BARRICADES ARE MOVED, TURNED OVER, ETC. BY HIGH WINDS; THE

CONTRACTOR SHALL RESPOND IMMEDIATELY TO RESTORE THE FREE ZONE

BARRICADES IN THEIR ORIGINAL POSITION

4. THIS CROSS HATCHED AREA IS DESIGNED AS OBJECT FREE AREA. IN THIS

AREA, THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:

• AT THE END OF EACH WORK DAY, ALL VEHICLES, EQUIPMENT, ETC. SHALL BE

RELOCATED OUTSIDE OF THE OBJECT FREE AREA.

• WHEN THE ADJACENT COMMERCIAL RUNWAY (04-22) IS BEING UTILIZED, NO

VEHICLES, EQUIPMENT OR PERSONEL WILL BE ALLOWED IN THE OBJECT FREE

AREA.

5. CONSTRUCT TEMPORARY TAXIWAY ACCESS DRIVE (12 FEET WIDE) PRIOR TO

FURNISHING AND INSTALLING THE FREE ZONE FENCE. DRIVE SHALL CONSIST OF

2" ASPHALT BINDER COURSE (LVNW3503) OVER 6" AGGREGATE BASE COURSE

(CLASS 5).

FREE ZONE GENERAL NOTES:

801 802

FREE ZONE 2

FREE ZONE 1

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WORK AREA 1

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REPAIR DOOR HEATING TRACK - BUILDING 821

JANUARY 7, 2015

CONTRACT NUMBER: FA6643-10-D-0002

TASK ORDER NUMBER: 6N10

PROJECT NUMBER: QJKL 11-0014

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MINNEAPOLIS-SAINT PAUL AIR RESERVE STATION

760 MILITARY HIGHWAY

MINNEAPOLIS, MN 55450-2100

# OF

TOTAL

SHEET

NUMBER SHEET TITLE

GENERAL

1 G-001 COVER SHEET

ARCHITECTURAL

2 A-001 GENERAL NOTES & LEGENDS

3 AD101 DEMOLITION FLOOR PLAN

4 AD401 DEMOLITION ENLARGED FLOOR PLANS

5 AD501 DEMOLITION DETAILS

6 A-101 FIRST FLOOR PLAN

7 A-401 ENLARGED FLOOR PLANS

8 A-501 DETAILS

9 A-601 PHASING PLAN

MECHANICAL

10 M-001 MECHANICAL LEGEND, GENERAL NOTES, DETAILS &

SCHEDULES

11 MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN

12 M-101 FIRST FLOOR MECHANICAL NEW WORK PLAN

13 M-401 BASEMENT MECHANICAL ENLARGED PLAN

14 M-501 MECHANICAL SECTION AND DETAILS

15 M-502 MECHANICAL DETAILS

ELECTRICAL

16 E-001 ELECTRICAL GENERAL NOTES AND LEGENDS

17 ED101 FIRST FLOOR DEMOLITION PLAN

18 E-100 BASEMENT POWER PLANS

19 E-101 FIRST FLOOR NEW WORK POWER PLAN

Grand total: 19

INDEX OF DRAWINGS

SCALE: NOT TO SCALE

BASE LOCATION MAP

SCALE: NOT TO SCALE

AREA LOCATION MAP

SCALE: 1" = 60'-0"

FREE ZONE AREA BASE MAP

CONTRACTING OFFICER: CYNTHIA MURRY

PHONE: 612-713-1427

EMAIL: cynthia.murry@us.af.mil

ADDRESS: 934 CONF/LGC

760 MILITARY HIGHWAY, BLDG 729

MINNEAPOLIS-ST PAUL ARS, MIN 55450-2100

OWNER

M A

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1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF THE WORK. THE DRAWINGS ARE

NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL

PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS, ON THE BASIS OF THE GENERAL PERFORMANCE CRITERIA AND

GENERAL EXTENT OF WORK INDICATED, DESCRIBED OR REQUIRED.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE

CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS

NECESSARY OR IMPLIED THEREFROM.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE

WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE

CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S

PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL

AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY

CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT

TO THE CONTRACTING OFFICER'S ATTENTION PRIOR TO PROCEEDING WITH THE

WORK.

5. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE, AND NEW WORK.

6. ALL WORK NOTED "N.I.C." OR "G.F.G.I." IS NOT MEANT TO BE PART OF THE

CONSTRUCTION SCOPE OF WORK AGREEMENT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE COLLECTION, SEPARATION,

RECYCLE, REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND

EXISTING CONDITIONS, SHOWN ON THESE DRAWINGS, AT THE SITE. THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY

DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK. COMMENCEMENT OF

WORK SHALL CONSTITUTE ACCEPTANCE OF ALL NEW OR EXISTING CONDITIONS.

9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN

OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF

WORK.

10.DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8" FROM SIDE TO

SIDE OR FROM FRONT TO BACK, FINISHED SURFACE TO FINISHED SURFACE.

11.NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION

OPERATIONS SHALL BE APPLIED.

12.PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT

MANUFACTURER'S STANDARDS.

13.THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL

APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN

NECESSARY BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING

JURISDICTION.

14.ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC

CORROSION.

15.NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS.

SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED

TO RELATED DRAWINGS AND DETAILS.

16.DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE

SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED,

CONSULT THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK.

17.THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR

AND WALL SLEEVES, CONDUIT AND ALL MECHANICAL, ELECTRICAL, PLUMBING, FIRE

PROTECTION, STRUCTURAL AND ARCHITECTURAL ITEMS.

18.PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED

FOR MECHANICAL EQUIPMENT AND PLUMBING WORK. ALL ACCESS PANEL LOCATIONS

SHALL BE REVIEWED WITH THE CONTRACTING OFFICER PRIOR TO PROCEEDING.

19.ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL

PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE

RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

20.CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR

PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A

MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY.

21.CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED

IN OR ABOUT EXISTING FACILITIES WITH CONTRACTING OFFICER, PRIOR TO START OF

SUCH WORK.

GENERAL NEW WORK NOTES:

EARTH

STRUCTURAL FILL

GRAVEL/STONE

CONCRETE/GROUT

CONCRETE

MASONRY UNITS

(CMU)

CMU IN SECTION

FACE BRICK

IN SECTION

CMU RUNNING

BOND ELEVATION

MODULAR BRICK

ELEVATION

EXPOSED FINISHED

WOOD TRIM IN SECTION

RIGID INSULATION

IN SECTION

BATT INSULATION

- THERMAL

SAND/E.I.F.S./

PLASTER/STUCCO

MATERIAL INDICATIONS:

STEEL IN SECTION

PLYWOOD IN SECTION

ELEVATIONS OF GLAZING

1. ALL EXISTING CONDITIONS AND DIMENSIONS SPECIFIED PER ORIGINAL DESIGN DRAWINGS

AND NON-DESTRUCTIVE SITE INVESTIGATIONS. CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS PRIOR TO START OF DEMOLITION/CONSTRUCTION (TYP.) AND NOTIFY

GOVERNMENT PROMPTLY IF ANY DISCREPANCIES EXIST.

2. REMOVE ALL EXISTING WORK/MATERIAL, AS DESIGNATED, IN THEIR ENTIRETY DOWN TO

ORIGINAL SUBSTRATES IN INDICATED AREAS TO PERMIT COMPLETION OF ALL REPAIRS

AND REPLACEMENTS.

GENERAL DEMOLITION NOTES:

A1 View Name

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

DRAWING VIEW TITLE

DRAWING VIEW SCALE

DRAWING VIEW NUMBER

DRAWING TITLE INDICATOR

REVISION NUMBER

LIMIT OF REVISION AREA

REVISION CLOUD AND

NUMBER INDICATOR

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

LIMIT OF ENLARGED AREA

ENLARGED DETAIL/AREA INDICATOR

DIRECTION OF CUTTING PLANE

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

BUILDING SECTION INDICATOR

LINE OF CUTTING PLANE

DIRECTION OF CUTTING PLANE

DETAIL NUMBER

LINE OF CUTTING PLANE

WALL SECTION INDICATOR

SHEET DETAIL IS LOCATED ON

LIMIT OF CUTTING PLANE

DETAIL NUMBER

DIRECTION OF ELEVATION

EXTERIOR ELEVATION INDICATOR

SHEET DETAIL IS LOCATED ON

DETAIL NUMBER

DIRECTION OF ELEVATION

INTERIOR ELEVATION INDICATOR

SHEET DETAIL IS LOCATED ON

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

DETAIL CALLOUT INDICATOR

(MULTIPLE CALLOUTS)

A1

A-101

A2

A-102

A3

A-103

DRAWING SCALE INDICATOR164 8268

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

GRAPHIC SCALE

NORTH ARROW

A101

A1 Ref

A101

A1

Ref

SYMBOLS:

A101

A1

Ref

A101

A1

Ref

A1

A-101

LIMIT OF CUTTING PLANE

PLAN NORTH

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ARCHITECTURAL ABBREVIATIONS

PRE-FAB PREFABRICATED

Q

Q.T. QUARRY TILE

R

RECEP. RECEPTIONIST

REF. REFERENCE

REINF. REINFORCEMENT

REQ'D REQUIRED

REV. REVISIONS / REVISED

RH RIGHT HAND

RHR RIGHT HAND REVERSE

R.D. ROOF DRAIN

RM. ROOM

R.O. ROUGH OPENING

RB RUBBER BASE

S

SCHED. SCHEDULE

SECT. SECTION

SHT. MET. SHEET METAL

SIM. SIMILAR

SCWD SOLID CORE WOOD

STC SOUND TRANSMISSION CLASS

SPEC. SPECIFICATION

SFRM SPRAYED FIRE-RESISTIVE

MATERIAL

SQ. SQUARE

ST. STAIN

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURAL

SUSP. SUSPENDED

T

TEL. TELEPHONE

TG TEMPERED GLASS

THK. THICK

T'HOLD THRESHOLD

TOIL. TOILET

TOC TOP OF CONRETE

TC TOP OF CURB

TOS TOP OF STEEL

TW TOP OF WALL

TU TOUCH UP

TYP. TYPICAL

U

UL UNDERWRITERS

LABORATORIES

UNFIN. UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

V

V.T.R. VENT THRU ROOF

VERT. VERTICAL

VCT VINYL COMPOSITION TILE

VCB VINYL COVE BASE

W

W.C. WATER CLOSET

W.R.G.B. WATER-RESISTANT GYP.

BOARD

W.S. WEATHERSTRIPPING

W. WIDTH

WDW. WINDOW

W.R.O. WINDOW ROUGH OPENING

W.M.P. WIRE MESH PARTITION

W/ WITH

W/O WITHOUT

WD. WOOD

Y

YD. YARD

ARCHITECTURAL ABBREVIATIONS

FTG. FOOTING

FDN. FOUNDATION

G

GA. GAGE OR GAUGE

GALV. GALVANIZED

GL. GLASS

GOVT. GOVERNMENT

G.F.G.I. GOVERNMENT FURNISHED /

GOVERNMENT INSTALLED

GYP. GYPSUM

GYP. BD.

(GWB)

GYPSUM BOARD

G.B.F. GYPSUM BOARD FURRING

H

HR. HANDRAIL

HDW. HARDWARE

H.V.A.C. HEATING VENTILATION & AIR

CONDITIONING

HGT. HEIGHT OR HIGH

H.P. HIGH POINT

H.M. HOLLOW METAL

HKS HOOKS

HORIZ. HORIZONTAL

HB HOSE BIBB

I

IN. INCH

INSUL. INSULATION

INT. INTERIOR

J

JAN. JANITOR

J.C. JANITOR'S CLOSET

JT JOINT

JST. JOIST

L

LAM. LAMINATE

LDG LANDING

LAV. LAVATORY

L.H. LEFT HAND

LHR LEFT HAND REVERSE

LT. LIGHT

LTG LIGHTING

LONG. LONGITUDINAL

LVR. LOUVER

LP. LOW POINT

M

MGR. MANAGER

MANUF. MANUFACTURER

MAS. MASONRY

M.O. MASONRY OPENING

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MET. METAL

MIN. MINIMUM

MISC. MISCELLANEOUS

N

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

NO. (#) NUMBER

O

OSHA OCCUPATIONAL SAFETY AND

HEALTH ACT

O.C. ON CENTER

O.W. OPEN WEB

OPNG. OPENING

OPP. OPPOSITE

O.H. OPPOSITE HAND

P

PT PAINT

PR. PAIR

PNL PANEL

PART. PARTITION

PLAS. PLASTER

PLAN. PLASTIC LAMINATE

PL PLATE

PLYWD PLYWOOD

LBS. POUNDS

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

PDU POWER DISTRIBUTION UNIT

P.M.J.F. PRE-MOLDED JOINT FILLER

ARCHITECTURAL ABBREVIATIONS

A

A.F.F. ABOVE FINISHED FLOOR

ACC. DR. ACCESS DOOR/PANEL

ACCESS. ACCESSORIES

ACOUST. ACOUSTICAL

ACT. ACTIVE

ADJ. ADJUST/ADJUSTABLE

A.C. AIR CONDITIONING

ALUM. ALUMINUM

ADAAG AMERICAN WITH DISABILTITES

ACCESSIBILITY GUIDELINES

A.B. ANCHOR BOLT

& AND

ANG. ANGLE

APP. APPROVED

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

A.W.I. ARCHITECTURAL WOODWORK

INSTITUTE

@ AT

AVG. AVERAGE

B

BM. BEAM

BLKG. BLOCKING

BD. BOARD

BTM. BOTTOM

B.H.M.I. BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION, INC.

BLDG. BUILDING

C

CPT. CARPET

CLG. CEILING

CLG. HT. CEILING HEIGHT

CTR. CENTER

C. TO C. CENTER TO CENTER

CL. CENTERLINE

C.T. CERAMIC TILE

CH. CHANNEL

C.O. CLEANOUT

CLR. CLEAR

CLOS. CLOSET

COL. COLUMN

CO. COMPANY

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

CONF. CONFERENCE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

C.J. CONTROL JOINT

CORR. CORRIDOR

C.Y. CUBIC YARD

D

DESC. DESCRIPTION

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DR. DOOR

DN. DOWN

D.S. DOWNSPOUT

DWG. DRAWING

E

EA. EACH

ELEC. ELECTRICAL OR ELECTRIC

EL. ELEVATION

ENGR. ENGINEER

E.P. EPOXY PAINT

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

E.J. (EXP. JT.) EXPANSION JOINT

EXP. EXPANSION/EXPOSED

EXP. TO

STRUCT.

EXPOSED TO STRUCTURE

EXT. EXTERIOR

F

FT. FEET

FV. FIELD VERIFY

FIN. FINISH

F.F. FINISHED FLOOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FLR. FLOOR

F.D. FLOOR DRAIN

FLOUR. FLUORESCENT

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SCALE: 1/16" = 1'-0"A1

DEMOLITION FLOOR PLAN

PLAN NORTH

8 1

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GRAPHIC SCALE

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A3

AD501.

201' - 2"

CONCRETE SLAB TO BE DEMOLISHED

249' - 0" +/-

/4

/4

EXISTING CONRETE HANGAR

SLAB TO REMAIN

EXISTING EXTERIOR CONCRETE

SLAB TO REMAIN

57' - 0" RAIL LENGTH

77' - 0" RAIL LENGTH

97' - 0" RAIL LENGTH

8"+/- CONCRETE FILL, INCLUDING RAILS,

HEATING ELEMENTS,I-BEAM TIES,

DRAINS, AND GUTTERS TO BE

DEMOLISHED TO FOUNDATION SLAB.

20'-0" WIDE X 28'-0" TALL HANGAR

DOORS TO REMAIN IN PLACE DURING

DEMOLITION, TYP. SEE PHASING PLAN.

37' - 0" RAIL LENGTH37' - 0" RAIL LENGTH

57' - 0" RAIL LENGTH

77' - 0" RAIL LENGTH

97' - 0" RAIL LENGTH

19' - 0"

239' - 2" RAIL LENGTH

BUMPERS/STOPS

TO BE DEMOLISHED

BUMPERS/STOPS

TO BE DEMOLISHED

EXISTING GUTTER AND DRAIN TO BE

DEMOLISHED, TYP OF 5 LOCATIONS.

FIELD VERIFY LOCATIONS.

31' - 0" 71' - 4"

PORTION OF CONCRETE SLAB TO BE

DEMOLISHED TO ALLOW FOR NEW

HYDRONIC SNOW MELT SYSTEM.

EXISTING EXTERIOR ASPHALT TO REMAIN

PORTION OF ASPHALT & CONCRETE SLAB

TO BE DEMOLISHED

COLUMN TO REMAIN COLUMN TO REMAIN

A1

AD501.

CONCRETE SLAB TO BE DEMOLISHED

248' - 0" +/-

/4

/4

EXISTING CONRETE HANGAR

SLAB TO REMAIN

+/- 201'-0" CLEAR OPENING

EXISTING EXTERIOR

CONCRETE SLAB TO REMAIN

8"+/- CONCRETE FILL, INCLUDING RAILS, HEATING

ELEMENTS, I-BEAM TIES, DRAINS, AND GUTTERS

TO BE DEMOLISHED TO FOUNDATION SLAB.

20'-0" WIDE X 28'-0" TALL HANGAR

DOORS TO REMAIN IN PLACE DURING

DEMOLITION, TYP. SEE PHASING PLAN.

37' - 0" RAIL LENGTH

57' - 0" RAIL LENGTH

77' - 0" RAIL LENGTH

97' - 0" RAIL LENGTH

239' - 2" RAIL LENGTH

97' - 0" RAIL LENGTH

77' - 0" RAIL LENGTH

57' - 0" RAIL LENGTH

37' - 0" RAIL LENGTH

BUMPERS/STOPS

TO BE DEMOLISHED

BUMPERS/STOPS

TO BE DEMOLISHED

EXISTING GUTTER AND DRAIN TO BE

DEMOLISHED, TYP OF 5 LOCATIONS.

FIELD VERIFY LOCATIONS.

16' - 0" 86' - 10"

" PORTION OF CONCRETE SLAB TO BE

DEMOLISHED TO ALLOW FOR NEW

HYDRONIC SNOW MELT SYSTEM.

COLUMN TO REMAINCOLUMN TO REMAIN

1. EXISTING FLOOR DRAIN LOCATIONS ARE TO REMAIN OR BE

REPLACED AS NECESSARY IN NEW WORK.

2. SEE SHEET A-601 FOR WORK PHASING PLAN.

3. ALL EDGES OF DEMOLISHED CONCRETE SHOULD BE SAW

CUT TO LEAVE A CLEAN EDGE.

GENERAL NOTES:

EXISTING TO BE REMOVED.

EXISTING TO REMAIN

EXISTING / DEMOLITION LEGEND

EXISTING RAIL TO BE REMOVED

No. 25088

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

AD101.

C1

DEMOLITION PLAN - NORTH HANGAR DOOR

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

AD101.

B1

DEMOLITION PLAN - SOUTH HANGAR DOOR

PLAN NORTH

164 8268

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

GRAPHIC SCALE

AREA OF WORK

AREA OF WORK

HANGAR

AREA

M A

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EXISTING 4" I-BEAM TIES @

3'-0" O.C. TO BE REMOVED

EXISTING 40# ASCE RAILS AND

ASSOCIATED METAL CLIPS TO

BE REMOVED

EXISTING HANGAR DOORS TO

REMAIN IN PLACE DURING

DEMOLITION, SEE PROPOSED

PHASING PLAN ON SHEET A-601.

1/2"4' - 11 3/4" +/-3/4"2' - 6"

10"

EXISTING DOOR HEATING

ELEMENT TO BE REMOVED, TYP

AT EACH RAIL.

EXISTING 8"+/- CONCRETE FILL

TO BE DEMOLISHED DOWN TO

FOUNDATION SLAB

EXISTING CONCRETE HANGAR

SLAB TO REMAIN

EXISTING CONRETE SLAB AND

FOUNDATION TO REMAIN UNDAMAGED.

EXISTING DRAIN LOCATIONS TO

REMAIN. DRAINS AND GUTTERS ABOVE

FOUNDATION TO BE DEMOLISHED.

EXISTING 2 1/4"+/- ASPHALT

OVER 5 1/2"+/- DEEP

CONCRETE SLAB TO REMAIN

UNDERGROUND

CONCRETE TUNNEL

TO REMAIN

DEMOLISH PORTION OF CONCRETE

SLAB TO ALLOW FOR NEW

HYDRONIC SNOW MELT PIPING.

EXPANSION JOINT MATERIAL

TO BE REMOVED.

SAWCUT A CLEAN EDGE TO

REMOVE PORTION OF CONCRETE

SAWCUT EXISTING 2 1/4"+/-

ASPHALT OVER 5 1/2"+/- DEEP

CONCRETE SLAB TO BE

DEMOLISHED TO ALLOW

FORMWORK TO BE PLACED

FOR NEW TRACK CONCRETE

1'-0"

EXISTING 4" I-BEAM TIES @

3'-0" O.C. TO BE REMOVED

EXISTING 40# ASCE RAILS AND

ASSOCIATED METAL CLIPS TO

BE REMOVED

EXISTING HANGAR DOORS TO

REMAIN IN PLACE DURING

DEMOLITION, SEE PROPOSED

PHASING PLAN ON SHEET A-601.

EXISTING DOOR HEATING

ELEMENT TO BE REMOVED, TYP

AT EACH RAIL.

EXISTING 8"+/- CONCRETE

FILL TO BE DEMOLISHED

DOWN TO FOUNDATION SLAB

EXISTING CONCRETE HANGAR

SLAB TO REMAIN

EXPANSION JOINT

MATERIAL TO BE REMOVED,

TYP BOTH SIDES

EXISTING CONRETE SLAB

AND FOUNDATION TO

REMAIN UNDAMAGED.

EXISTING DRAIN LOCATIONS TO

REMAIN. DRAINS AND GUTTERS

ABOVE FOUNDATION TO BE

DEMOLISHED.

EXISTING EXTERIOR 10 1/4"+/-

DEEP CONCRETE SLAB TO

REMAIN

DEMOLISH PORTION OF CONCRETE

SLAB TO ALLOW FOR NEW

HYDRONIC SNOW MELT PIPING.

1/2" 4' - 11 3/4" 3/4" 2' - 6"

SAWCUT A CLEAN EDGE TO

REMOVE PORTION OF CONCRETE

10"

HANGAR

INTERIOR

EXTERIOR EXTERIOR

EXISTING TO BE REMOVED.

EXISTING TO REMAIN

EXISTING / DEMOLITION LEGEND

No. 25088

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CAROL IN

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PR

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H I N

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

AD401.

A3

DEMOLITION SECTION - NORTH HANGAR DOOR

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

AD401.

A1

DEMOLITION SECTION - SOUTH HANGAR DOOR

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

12 2

GRAPHIC SCALE

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UP

A

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A-401.

D1

A-401.

B1

248' - 0"

248' - 0"

No. 25088

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SCALE: 1/16" = 1'-0"A1

FIRST FLOOR PLAN

PLAN NORTH

8 1

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A3 A-501.

A-501.

B5

248' - 0" +/-

57' - 0" RAIL LENGTH

77' - 0" RAIL LENGTH

97' - 0" RAIL LENGTH

49' - 0" RAIL LENGTH

59' - 0" RAIL LENGTH

79' - 0" RAIL LENGTH

99' - 0" RAIL LENGTH

239' - 2" RAIL LENGTH

47' - 0" RAIL LENGTH

NEW 8" CONCRETE SLAB WITH EPOXY

FLOOR COATING, STEEL RAILS, TIES,

ANCHORS, DRAINS, AND GUTTERS

EXISTING CONCRETE

HANGAR SLAB TO REMAIN

EXISTING EXTERIOR

CONCRETE SLAB OVER

CONCRETE TUNNEL TO REMAIN

NEW 10'-0" ADDITIONAL RAIL LENGTH ADDED

TO INNER MOST RAIL TO ALLOW FOR FULL

DOOR MOVEMENT DURING PHASED

CONSTRUCTION, TYPICAL OF BOTH SIDES.

EXISTING EXTERIOR ASPHALT

OVER EXISTING CONCRETE

SLAB TO REMAIN

NEW GUTTER WITH COVER AND

DRAIN, TYP OF 5 LOCATIONS.

FIELD VERIFY LOCATIONS SIMILAR

TO EXISTING.

NEW 12" CONCRETE SLAB WITH NEW SNOW

MELT PIPING. NEW EPOXY FLOOR COATING

TO MATCH EXISTING.

NEW SNOW MELT VALVE PIT WITH (3) PIECE

STEEL COVER. CUT HAND HOLDS FOR ACCESS.

NEW BUMPERS/DOOR

STOPS AT EACH RAIL.

SAME LOCATION AS

EXISTING.

NEW BUMPERS/DOOR

STOPS AT EACH RAIL.

SAME LOCATION AS

EXISTING.

31' - 0" 71' - 4"

D1 A-501.

NEW ASPHALT OVER NEW

CONCRETE SLAB

8"

2'-0"

8"

FURNISH AND INSTALL FULL HEIGHT CONSTRUCTION CONTAINMENT TARP

(EAGLE INDUSTRIES FR CONSTRUCTION TARP OR GOVERNMENT

APPROVED EQUAL) BETWEEN AREA OF CONSTRUCTION AND WORKING

HANGAR PER MANUFACTURER'S SPECIFICATIONS.

EXISTING HANGAR

DOOR, TYP

CJCJ

A-501.

B5

Sim

248' - 0" +/-

239' - 2" RAIL LENGTH

57' - 0" RAIL LENGTH

77' - 0" RAIL LENGTH

97' - 0" RAIL LENGTH

77' - 0" RAIL LENGTH

97' - 0" RAIL LENGTH

47' - 0" RAIL LENGTH 47' - 0" RAIL LENGTH

57' - 0" RAIL LENGTH

NEW 8" CONCRETE SLAB WITH

EPOXY FLOOR COATING,

STEEL RAILS, TIES, ANCHORS,

DRAINS, AND GUTTERS

EXISTING CONCRETE

HANGAR SLAB TO REMAIN

EXISTING EXTERIOR

CONCRETE SLAB TO REMAIN

/4

/4

NEW 10'-0" ADDITIONAL RAIL LENGTH ADDED TO

INNER MOST RAIL TO ALLOW FOR FULL DOOR

MOVEMENT DURING PHASED CONSTRUCTION,

TYPICAL OF BOTH SIDES.

NEW GUTTER WITH COVER AND

DRAIN, TYP OF 5 LOCATIONS.

FIELD VERIFY LOCATIONS

SIMILAR TO EXISTING.

A1 A-501.

NEW 12" CONCRETE SLAB WITH NEW

SNOW MELT PIPING. NEW EPOXY

FLOOR COATING TO MATCH EXISTING.

NEW SNOW MELT VALVE PIT WITH (3)

PIECE STEEL COVER. CUT HAND HOLDS

FOR ACCESS.

NEW BUMPERS/DOOR

STOPS AT EACH RAIL.

SAME LOCATION AS

EXISTING.

NEW BUMPERS/DOOR

STOPS AT EACH RAIL.

SAME LOCATION AS

EXISTING.

16' - 0" 86' - 10"

D1 A-501.

8" 2'-0"

8"

FURNISH AND INSTALL FULL HEIGHT CONSTRUCTION CONTAINMENT TARP

(EAGLE INDUSTRIES FR CONSTRUCTION TARP OR GOVERNMENT

APPROVED EQUAL) BETWEEN AREA OF CONSTRUCTION AND WORKING

HANGAR PER MANUFACTURER'S SPECIFICATIONS.

EXISTING

HANGAR DOOR

TYP.

CJCJCJ

1. EXISTING FLOOR DRAIN LOCATIONS ARE TO REMAIN. NEW

DRAINS ARE TO BE INSTALLED.

2. CONTRACTOR SHALL VERIFY THE EXACT LAYOUT AND

DIMENSIONS OF EXISTING PAVEMENT MARKINGS BEFORE ANY

PAVEMENT IS DEMOLISHED. ANY FLOOR MARKINGS THAT ARE

DEMOLISHED ALONG WITH THE CONCRETE SLAB NEED TO BE

RE-ESTABLISHED ON THE NEW CONCRETE AND EPOXY FLOOR.

3. FOR EACH DOOR, THE CONSTRUCTION CONTAINMENT TARP

SHOULD BE FURNISHED AND INSTALLED BEFORE ANY

DEMOLITION WORK BEGINS AND REMAIN IN PLACE UNTIL

CONSTRUCTION IS COMPLETE.

GENERAL NOTES:

NEW WORK

EXISTING TO REMAIN

EXISTING / NEW WORK LEGEND

NEW CONCRETE

No. 25088

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

A-101.

D1

NEW WORK PLAN - NORTH HANGAR DOOR

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

A-101.

B1

NEW WORK PLAN - SOUTH HANGAR DOOR

PLAN NORTH

164 8268

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

GRAPHIC SCALE

AREA OF WORK

AREA OF WORK

HANGAR

AREA

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A-501.

D5

NEW 1/2" FLEXIBLE EXPANSION JOINT

FILLER BOARD WITH SEALANT

EXISTING HANGAR DOORS

TO REMAIN IN PLACE DURING

CONSTRUCTION, SEE

PHASING PLAN.

EXISTING HANGAR

CONCRETE SLAB

EXISTING EXTERIOR

ASPHALT OVER

CONCRETE SLAB

NEW L3x3x1/4 STEEL ANGLE TIES

@ 3'-0" O.C. MAX. SHORTEN TIES

WHERE RAILS ARE OMITTED.

END OF TIES SHOULD EXTEND

6" PAST CL OF OUTSIDE RAILS.

EXISTING CONRETE SLAB

AND FOUNDATION

NEW DRAIN AND GUTTER CONNECTED

TO EXISTING DRAIN SYSTEM LOCATIONS.

NEW 12" CONCRETE SLAB

WITH (3) #5 CONT. NEW

EPOXY FLOOR COATING TO

MATCH EXISTING.

NEW 2 1/4" DEEP

ASHPALT OVER 5 1/2"

DEEP CONCRETE SLAB

TO MATCH EXISTING

NEW 1/2" FLEXIBLE

EXPANSION JOINT FILLER

BOARD WITH SEALANT

NEW 1/2" FLEXIBLE

JOINT SEALANT

WITH BACKER ROD

NEW HYDRONIC SNOW

MELT SYSTEM PIPING,

SEE MECHANICAL

ROUTE HYDRONIC PIPING FROM VALVE

PIT BEYOND INTO HANGAR DOOR RAIL

SYSTEM AS SHOWN.

1/2" 4'-11 3/4" 1/2" 1'-0"

8" 10 1/2" 10 1/2" 10 1/2" 10 1/2" 9 3/4"

EXTERIOR

3 1/2"1/2"6"1/2"

2"

/2

/4

6"

NEW CONCRETE FILL

NEW L3x3x1/4 STEEL ANGLE TIES

@ 3'-0" O.C. MAX. SHORTEN TIES

WHERE RAILS ARE OMITTED. END

OF TIES SHOULD EXTEND 6" PAST

CL OF OUTSIDE RAILS.

NEW 40# ASCE RAIL

NEW HYDRONIC SNOW MELT

SYSTEM PIPE TYP, SEE

MECHANICAL

EXISTING CONCRETE SLAB

AND FOUNDATION

NEW 3/4" DIA. X 10" LONG ANCHOR ROD AND

LEVELING NUTS FOR NEW ANGLE TIES. DRILL &

EPOXY BOLTS INTO EXISTING CONCRETE. 1 PER

EACH SIDE OF EACH RAIL, ADJUST LOCATION PER

DRAINS AND RAILS.

DRILL & EPOXY 4" INTO

EXISTING CONCRETE

FOUNDATION, TYP.

NEW WORK

EXISTING TO REMAIN

EXISTING / NEW WORK LEGEND

NEW CONCRETE

NEW 1/2" FLEXIBLE EXPANSION

JOINT FILLER BOARD WITH

SEALANT

EXISTING INTERIOR HANGAR

CONCRETE SLAB

EXISTING CONCRETE

FOUNDATION BELOW

NEW L3x3x1/4 STEEL ANGLE TIES

@ 3'-0" O.C. MAX. SHORTEN TIES

WHERE RAILS ARE OMITTED. END

OF TIES SHOULD EXTEND 6" PAST

CL OF OUTSIDE RAILS.

NEW 40# ASCE RAIL, TYP

/4

A3 A-501.

Sim

NEW 1/2" FLEXIBLE EXPANSION

JOINT FILLER BOARD WITH

SEALANT

NEW ASPHALT OVER CONCRETE

SLAB TO MATCH EXISTING

EXISTING ASPHALT

NEW 3/4" DIA. X 10" LONG ANCHOR

ROD AND LEVELING NUTS FOR

NEW ANGLE TIES. DRILL & EPOXY

BOLTS INTO EXISTING CONCRETE.

1 PER EACH SIDE OF EACH RAIL,

ADJUST LOCATION PER DRAINS

AND RAILS.

/2

/2

/2

/2

/4

3'-0" O.C. TYP

NEW 1/2" FLEXIBLE

EXPANSION JOINT FILLER

BOARD WITH SEALANT

NEW 1/2" FLEXIBLE EXPANSION JOINT

FILLER BOARD WITH SEALANT

EXISTING HANGAR DOORS

TO REMAIN IN PLACE DURING

CONSTRUCTION, SEE

PHASING PLAN.

EXISTING HANGAR

CONCRETE SLAB

EXISTING EXTERIOR

CONCRETE SLAB

NEW L3x3x1/4 STEEL ANGLE TIES

@ 3'-0" O.C. MAX. SHORTEN TIES

WHERE RAILS ARE OMITTED.

END OF TIES SHOULD EXTEND 6"

PAST CL OF OUTSIDE RAILS.

EXISTING CONRETE SLAB

AND FOUNDATION

NEW DRAIN AND GUTTER CONNECTED TO

EXISTING DRAIN SYSTEM LOCATIONS

A-501.

D5

Sim 1/2" 4' - 11 3/4" +/-

9 3/4" 10 1/2" 10 1/2" 10 1/2" 10 1/2" 8"

NEW 12" CONCRETE SLAB

WITH (3) #5 CONT. NEW

EPOXY FLOOR COATING TO

MATCH EXISTING.

NEW 1/2" FLEXIBLE JOINT

SEALANT WITH BACKER ROD

HANGAR

INTERIOR

EXTERIOR

NEW HYDRONIC SNOW

MELT SYSTEM PIPING,

SEE MECHANICAL

ROUTE HYDRONIC PIPING FROM VALVE

PIT BEYOND INTO HANGAR DOOR RAIL

SYSTEM AS SHOWN.

"8

(3) NEW 2'-2" X 2'-2" X 3/4" GALV. STEEL

DIAMOND PLATE VALVE PIT COVER

CONCRETE PIT WITH

#5 @ 12" 0.C. E.W.

NEW 12" CONCRETE SLAB WITH (3) #5

CONT. NEW EPOXY FLOOR COATING

TO MATCH EXISTING.

1/2" FLEXIBLE EXPANSION

MATERIAL W/ JOINT

SEALANT (TYP. OF 4 SIDES)

L1-1/2X1-1/2X1/4 GALV. STEEL ANGLE W/

1/2" DIA. X 3" HEADED STUD @ 12" O.C.

ON FOUR SIDES OF PIT

8" 2'-0" 8"

3'-4"

NEW 12" CONCRETE SLAB WITH #5 @

12" O.C. EACH WAY. NEW EPOXY

FLOOR COATING TO MATCH EXISTING.

NEW SNOW MELT VALVE PIT, 2'-0" WIDE

BY 6'-5" LONG

HYDRONIC SNOW MELT SYSTEM

PIPING BEYOND, SEE MECHANICAL

HYDRONIC SNOW MELT SYSTEM

PIPING, SEE MECHANICAL

NEOPRENE BUMPER

STEEL DOOR BUMPER BRACKET

WELDED TO NEW RAIL. MATCH

EXISTING SIZE AND STYLE

NEW HANGAR DOOR RAIL

NEW CONCRETE SLAB

NEW L3x3x1/4 STEEL ANGLE TIES @ 3'-0"

O.C. MAX. SHORTEN TIES WHERE RAILS

ARE OMITTED. END OF TIES SHOULD

EXTEND 6" PAST CL OF OUTSIDE RAILS.

NEW 3/4" DIA. X 10" LONG ANCHOR ROD AND

LEVELING NUTS FOR NEW ANGLE TIES. DRILL

& EPOXY BOLTS INTO EXISTING CONCRETE. 1

PER EACH SIDE OF EACH RAIL, ADJUST

LOCATION PER DRAINS AND RAILS.

/2

DRILL & EPOXY 4" INTO EXISTING CONCRETE

FOUNDATION, TYP.

EXISTING CONCRETE SLAB

AND FOUNDATION

1/8"

SAWCUT & FILL

WITH SEALANT

SLAB

REINFORCEMENT

No. 25088

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

12 2

GRAPHIC SCALES

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

A-401.

A3

NEW SECTION - NORTH HANGAR DOOR

SCALE: 3" = 1'-0"

A-501.

D5

ENLARGED RAIL DETAIL

6"6"

SCALE: 3"=1'-0"

04 2

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

A-401.

B5

PLAN DETAIL

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

A-401.

A1

NEW SECTION - SOUTH HANGAR DOOR

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

A-401.

D1

SNOW MELT VALVE PIT

SCALE: 3/4" = 1'-0"D2

DOOR BUMPER DETAIL

M A

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D E

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IP

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P P

R

SCALE: 1 1/2" = 1'-0"A5

CONTROL JOINT DETAIL

11' - 0"

30' - 0"

AREA OF CONCRETE AND RAILS TO BE DEMOLISHED & REPLACED IN PHASE 1

179' - 2"

LINE OF DEMOLITION FOR PHASE 1 LINE OF DEMOLITION FOR PHASE 1

201' - 2"

30' - 0"

11' - 0"

OPEN DOORS AS FAR AS POSSIBLE TO ALLOW FOR DEMOLITION OPEN DOORS AS FAR AS POSSIBLE TO ALLOW FOR DEMOLITION

EXISTING CONRETE HANGAR

SLAB TO REMAIN

PORTION OF CONCRETE SLAB TO BE DEMOLISHED

FOR NEW SNOW MELT SYSTEM. SNOW MELT

SYSTEM AND VALVE PIT TO BE INSTALLED IN

PHASE 1.

FURNISH AND INSTALL FULL HEIGHT CONSTRUCTION CONTAINMENT TARP

(EAGLE INDUSTRIES FR CONSTRUCTION TARP OR GOVERNMENT APPROVED

EQUAL) BETWEEN AREA OF CONSTRUCTION AND WORKING HANGAR PER

MANUFACTURER'S SPECIFICATIONS.

11' - 0"

AREA TO BE DEMOLISHED & REPLACED IN PHASE 2

34' - 5"

AREA OF NEW CONCRETE AND RAILS COMPLETED IN PHASE 1

179' - 2"

AREA TO BE DEMOLISHED & REPLACED IN PHASE 2

34' - 5"

REMOVE DOOR STOP ABOVE TO ALLOW DOOR

TO BE ROLLED COMPLETELY CLEAR OF AREA

TO BE DEMOLISHED IN PHASE 2

REMOVE DOOR STOP ABOVE TO ALLOW DOOR

TO BE ROLLED COMPLETELY CLEAR OF AREA

TO BE DEMOLISHED IN PHASE 2.

11' - 0"

EXISTING CONRETE HANGAR

SLAB TO REMAIN

201' - 2"

SNOW MELT SYSTEM AND VALVE PIT

CONSTRUCTED IN PHASE 1.

FULL HEIGHT CONSTRUCTION CONTAINMENT TARP (EAGLE

INDUSTRIES FR CONSTRUCTION TARP OR GOVERNMENT

APPROVED EQUAL) INSTALLED IN PHASE 1.

A4 A-601.

A4 A-601.

EXISTING TO BE REMOVED.

EXISTING TO REMAIN

EXISTING / DEMOLITION LEGEND

EXISTING RAIL TO BE REMOVED

GENERAL NOTES:

1. PROPOSED PHASING PLANS SHOWN ARE TYPICAL FOR BOTH THE NORTH

AND THE SOUTH DOORS.

2. DEMOLISH AND COMPLETE NEW WORK FOR ONE DOOR BEFORE BEGINING

ANY DEMOLITION OR NEW WORK ON THE SECOND DOOR.

3. FOR EACH DOOR, THE CONSTRUCTION CONTAINMENT TARP SHOULD BE

FURNISHED AND INSTALLED BEFORE ANY DEMOLITION WORK BEGINS AND

REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE.

NEW CONCRETE PLACED

IN PHASE 2

NEW CONCRETE

PLACED IN PHASE 1

NEW HANGAR DOOR RAIL

BEYOND

EXISTING CONCRETE

TO REMAIN

JOINT SEALANT APPLIED

AT THE COLD JOINTS

BETWEEN PHASE 1 & 2

1. MOVE ALL DOORS TOWARDS THE CENTER OF OPENING TO PROVIDE ACCESS TO THE

DOOR POCKET AREA. THE DOOR ON THE 37 FT RAIL (THE POCKET DOOR) NEEDS TO BE

MANEUVERED 10 FT FROM THE DOOR JAMB GIVING ACCESS TO THE DOOR POCKET

FROM THE OUTSIDE. THE DOOR POCKET RAIL LENGTH SHOULD BE 30 FT IN LENGTH

WHICH WILL EXTEND 10 FT BEYOND THE DOOR JAMB. THIS CAN BE ACCOMPLISHED BY

REMOVING THE DOOR STOP ON THE TOP GUIDE BEAM AND ROLLING THE BOTTOM

ROLLER ON THE CONCRETE BEYOND THE END OF THE RAIL LEAVING THE TRAILING

BOTTOM ROLLER ON THE RAIL AND TOP GUIDE ROLLER IN THE TOP TRACK. SECURE THE

DOOR ONCE IN THE TEMPORARILY STOWED POSITION UNTIL THE NEW POCKET RAIL AND

CONCRETE IS COMPLETE.

2. REPLACE DOOR RAILS, INSTALL NEW RAIL HEATING SYSTEM, PLACE CONCRETE RAIL

FOUNDATION, ETC.

3. UPON COMPLETION AND PROPER CURING OF CONCRETE OF STEP 2, MOVE THE DOORS

BACK IN THE DOOR POCKETS TO REPLACE THE REMAINING BOTTOM RAIL, CONCRETE,

AND BUMPERS.

4. TO EXPEDITE THE CONSTRUCTION PROCESS, THE CONTRACTOR SHALL PROVIDE TYPE III

CONCRETE WITH HIGH EARLY STRENGTH AT 7-DAYS AS SPECIFIED IN SPECIFICATION 03

30 00. IT IS ASSUMED THAT THE RAILS MAY BE LOADED AT 1O DAYS, BUT FIELD

CONDITIONS MAY VARY THIS PERIOD. CONTRACTOR SHALL CONFIRM STABILITY AND

CAPACITY OF RAIL SYSTEM PRIOR TO LOADING AND ADJUST CONSTRUCTION SCHEDULE

ACCORDINGLY.

5. CONTRACTOR SHALL PROVIDE A PHASING PLAN AND SCHEDULE FOR GOVERNMENT

APPROVAL PRIOR TO START OF CONSTRUCTION.

PHASING NOTES:

No. 25088

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SCALE: 1/8" = 1'-0"D1

PHASE 1 PLAN - TYPICAL DOOR (NORTH DOOR SHOWN)

SCALE: 1/8" = 1'-0"C1

PHASE 2 PLAN - TYPICAL DOOR (NORTH DOOR SHOWN)

PLAN NORTH

164 8268

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

GRAPHIC SCALE

AREA OF WORK

AREA OF WORK

HANGAR

AREA

SCALE: 1" = 1'-0"

A-601.

A4

CONCRETE PHASING SECTION DETAIL

M A

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LEGEND

TO BE REMOVED/DEMOLISHED

PIPE TURNING DOWN

PIPE TURNING UP

GATE VALVE

CHECK VALVE

THREE-WAY VALVE

DIRECTION OF FLOW

DIRECTION OF AIRFLOW

POINT OF CONNECTION

BETWEEN NEW AND EXISTING

POINT OF DISCONNECTION BETWEEN EXISTING

TO REMAIN AND EXISTING TO BE REMOVED

1-HOUR FIRE RATED WALL

2-HOUR FIRE RATED WALL

OUTSIDE AIR TEMPERATURE SENSOR

EXHAUST FAN

UNIT HEATER

EXHAUST AIR

OAT

EF

UH

EA

BOILERB

ENERGY MANAGEMENT AND CONTROL SYSTEMEMCS

TEMPERATURE SENSOR

PUMP START/STOP

T

P S

SUPERVISORY BUILDING CONTROLLERSBC

HOT WATER SUPPLYHWS

HOT WATER RETURNHWR

DIFFERENTIAL PRESSUREDP

NATURAL GASNG

DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT TO

BE SCALED FOR DIMENSIONS, UNLESS DIMENSIONED.

COORDINATE LOCATION OF MECHANICAL WORK WITH OTHER

TRADES TO AVOID CONFLICTS AND INTERFERENCES.

ALL EQUIPMENT AND PIPE SHALL BE INSTALLED ABOVE

CEILING STRUCTURE, UNLESS OTHERWISE NOTED.

GENERAL NEW WORK NOTES:

1.

2.

3.

REMOVAL OF EQUIPMENT. IS TO INCLUDE ALL ASSOCIATED

HANGERS, SUPPORTS, BRACKETS, CONTROLS,

EQUIPMENT FOUNDATION/MOUNTING PADS AND

APPURTENANCES PHYSICALLY ATTACHED AT THE

COMMENCEMENT OF DEMOLITION, UNLESS NOTED

OTHERWISE.

CONCEALED/BURIED PIPING MAY BE ABANDONED IN PLACE

SO LONG AS IT DOES NOT INTERFERE WITH NEW WORK,

UNLESS NOTED OTHERWISE.

ALL EQUIPMENT REMOVED, NOT INDICATED TO BE REUSED

SHALL BECOME THE PROPERTY OF THE CONTRACTOR,

UNLESS NOTED OTHERWISE, AND SHALL BE

TRANSPORTED BY THE CONTRACTOR OFF SITE.

WHERE EQUIPMENT OR PIPING IS REMOVED AND NOT

REPLACED, PATCH AND FINISH AREAS TO MATCH

ADJACENT SURFACES.

SEE ENLARGED PLANS FOR EQUIPMENT REMOVAL.

GENERAL DEMOLITION NOTES

1.

2.

3.

4.

5.

SEQUENCE OF OPERATION:

BOILER AND SNOW MELT SYSTEM (BOILERS B-1/2, PUMPS P-1,2,3,4) SEQUENCE OF OPERATION:

THE BOILERS AND SNOW MELT SYSTEM SHALL BE IN OPERATION YEAR AROUND AS NEEDED, AND NOT BE SUBJECT TO BASE WIDE HEATING

SHUTDOWN SCHEDULES. ALL SNOW MELT SYSTEM SET POINTS SHALL BE OWNER ADJUSTABLE.

THE SNOW MELT SYSTEM CONTROLS SHALL BE PROVIDED WITH 3 MODES OF OPERATION DEPENDENT UPON READINGS FROM THE OUTDOOR AIR TEMPERATURE SENSOR (OAT) AND A PAVEMENT SNOW AND ICE SENSOR FURNISHED BY THE SNOW MELT CONTROLS CONTRACTOR. THE THREE

MODES OF OPERATION ARE TO BE MELT, IDLE, AND OFF.

MELT MODE: THE SYSTEM SHALL ENTER MELT MODE AS THE PAVEMENT SNOW AND ICE SENSOR DETECTS MOISTURE PRESENT ON THE SLAB AND THE OAT IS DETECTED AT OR BELOW 32°F. IN MELT MODE THE SYSTEM SHALL PROVIDE HOT WATER TO THE SLAB MAINTAINING THE NECESSARY SLAB SURFACE TEMPERATURE FOR SNOW/ICE MELT. AS THE SLAB SURFACE AND CORE TEMPERATURE WILL VARY DEPENDENT UPON AMBIENT CONDITIONS, AND THE PAVEMENT SNOW AND ICE SENSOR DETECTS THE SLAB CORE TEMPERATURE, A SLAB OUTDOOR TEMPERATURE RESET ALGORITHM SHALL BE UTILIZED BY THE SNOW MELT SYSTEM MANUFACTURER. THE RESET SHALL BE A PROPORTIONAL CONTROL THAT MAINTAINS

THE SLAB SURFACE TEMPERATURE.

USER SHALL HAVE THE ABILITY TO SET A TIMED DELAY WHEN TRANSITIONING OUT OF MELT MODE TO ALLOW FOR ADDITIONAL MELTING TIME IN THE

EVENT THAT CERTAIN AREAS OF THE PAD REQUIRE LONGER MELTING TIMES.

IDLE MODE: THE SYSTEM SHALL BE IN IDLE MODE WHEN THE OAT IS BELOW 32°F AND NO MOISTURE IS DETECTED BY THE PAVEMENT SNOW AND ICE SENSOR. THE SLAB TEMPERATURE SHALL BE MAINTAINED AT 30°F VIA THE SLAB OUTDOOR TEMPERATURE RESET ALGORITHM.

OFF MODE: THE SNOW MELT SYSTEM SHALL BE OFF WHEN OUTDOOR AIR TEMPERATURES ARE ABOVE 32°F.

SLAB WARM UP: WHEN TRANSITIONING FROM OFF MODE TO EITHER MELT/IDLE MODES, THE SLAB SHALL ENTER A SLOW WARM UP PROCESS WHERE THE SNOW MELT SYSTEM SUPPLY WATER TEMPERATURES SHALL NOT EXCEED 100°F FOR THE FIRST 2 HOURS.

MANUAL TIMED OVERRIDE: THE OWNER SHALL BE PROVIDED WITH A MANUAL TIMED SYSTEM OVERRIDE LOCATED IN THE MECHANICAL ROOM.

UPON A CALL FOR HEAT FROM THE SNOW MELT SYSTEM THE HOT WATER SYSTEM SHALL BE ENABLED FOR OPERATION. THE LEAD SECONDARY PUMP (P-3) SHALL START AND RUN CONTINUOUSLY. UPON FAILURE OF THE LEAD SECONDARY PUMP, THE SECONDARY LAG PUMP (P-4) SHALL START UNTIL THE FAILURE IS RESOLVED. LEAD OPERATION SHALL SWITCH WEEKLY AS TO EQUALIZE RUNTIME.

THE BOILERS (B-1/2) SHALL OPERATE AND MODULATE ON SELF-CONTAINED CONTROLS AND CONSTANT SPEED PUMP (P-1/2) OPERATION TO MAINTAIN THE HOT WATER SUPPLY TEMPERATURE IN THE SECONDARY LOOP OF 140°F (100°F IN SLOW WARM UP). THE LEAD BOILER (B-1) AND ASSOCIATED PUMP (P-1) SHALL WORK TO MEET THE HEATING REQUIREMENTS OF THE SECONDARY LOOP. UPON FAILURE OF THE LEAD BOILER AND PUMP, THE LAG BOILER (B-2) AND ASSOCIATE PUMP (P-2) SHALL START UNTIL THE FAILURE IS RESOLVED. LEAD OPERATION SHALL SWITCH WEEKLY AS TO

EQUALIZE RUNTIME.

PROVIDE HOT WATER PUMPS (P-1,2,3,4) WITH A HAND-OFF-AUTO SWITCH. IN THE "HAND" POSITION, THE PUMPS SHALL BE CONTROLLED MANUALLY.

PUMPS SHALL BE PROVIDED WITH AN ALTERNATOR TO PROMOTE EVEN WEAR.

B-1

P S

DP

P-1

T

HWR

DP

P-3

P S

HWS

T

DP

P-4

P S

P S

DP

P-2B-2

T

T

BOILER & SNOW

MELT SYSTEM

CONTROL PANEL

TO SBC

TIMED MANUAL OVERRIDE

PAVEMENT SNOW AND ICE SENSOR

OAT

EXISTING

822 SBC

BOILER & SNOW

MELT SYSTEM

CONTROL PANEL

No. 23532

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PUMP SCHEDULE

MARK DESCRIPTION TYPE

FLOW

(GPM) HEAD (FT) RPM DRIVES

MOTOR DATA EFFICIENC

Y MANUFACTURER MODELHP VOLTS/PHASE/HZ

P-1 BOILER PRIMARY IN-LINE 50 35 1750 CONSTANT

SPEED

1.5 208/1/60 62% BELL AND

GOSSETT

SERIES E-90

P-2 BOILER PRIMARY IN-LINE 50 35 1750 CONSTANT

SPEED

1.5 208/1/60 62% BELL AND

GOSSETT

SERIES E-90

P-3 SECONDARY IN-LINE 50 91 3500 CONSTANT

SPEED

3.0 208/1/60 59% BELL AND

GOSSETT

SERIES E-90

P-4 SECONDARY IN-LINE 50 91 3500 CONSTANT

SPEED

3.0 208/1/60 59% BELL AND

GOSSETT

SERIES E-90

NATURAL GAS BOILER SCHEDULE

MARK

INPUT

(MBTU)

OUTPUT

(MBTU)

FLOW

(GPM) EFFICIENCY MECH EWT °F MECH LWT °F

TURN

DOWN VOLTS/PHASE/HZ MANUFACTURER MODEL

B-1 850 799 50 94% 110 140 5:1 115/1/60 RAYPAK XYFRE-850A

B-2 850 799 50 94% 110 140 5:1 115/1/60 RAYPAK XYFRE-850A

B-10

SCALE: NOT TO SCALEA1

BOILER SNOW MELT SYSTEM CONTROL DIAGRAM

SCALE: NOT TO SCALEC4

SYSTEM NETWORK DIAGRAM

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DM.1 DM.1DM.1

DM.1 DM.1 DM.1

No. 23532

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IDENTIFICATION

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SCALE: 1/16" = 1'-0"A1

FIRST FLOOR MECHANICAL DEMOLITION PLAN

PLAN NORTH

DEMOLITION KEYNOTES:

NO. DESCRIPTION

DM.1 REMOVE EXISTING HANGAR DOOR SNOW MELT

SYSTEM AND ALL RELATED DISCONNECTS,

WIRING, CONTROLS AND APPURTENANCES

COMPLETE.

8 1

3241216

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

GRAPHIC SCALE

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M-401 A1

M.4

M.2

M.1

M.1

M.2

M.3M.4

M.5

M.6

M.3

2 1/2" HWR

2 1/2" HWS

2 1/2" HWR

2 1/2" HWS

M.12

M-401 C1

No. 23532

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IDENTIFICATION

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

GRAPHIC SCALE

PLAN NORTH

NEW WORK KEYNOTES:

NO. DESCRIPTION

M.1 FURNISH AND INSTALL SNOW MELT SUPPLY

AND RETURN PIPING ABOVE EXISTING CONDUIT

AND PIPING IN THE HANGAR AND AT A MINIMUM

OF 6’ ABOVE ALL ELECTRICAL PANELS IN THE

HANGAR. PIPING SHALL NOT BE ROUTED IN

DEDICATED ELECTRICAL SPACE ABOVE

ELECTRICAL EQUIPMENT. PIPING ROUTED

DIRECTLY ABOVE THE DEDICATED SPACE

ABOVE ELECTRICAL EQUIPMENT SHALL HAVE

PROTECTIVE EQUIPMENT TO ENSURE LEAKS,

CONDENSATION, AND BREAKS DO NOT DAMAGE

ELECTRICAL EQUIPMENT BELOW. SEE PHOTO

OF HANGAR WALL WITH TYPICAL EXISTING

CONDUIT, PIPES, AND ELECTRICAL PANELS ON

SHEET M-502. APPROXIMATE HEIGHT OF PIPING

RUNS WILL BE 15-20’ ABOVE THE FLOOR. PIPE

ROUTING SHALL NOT INTERFERE WITH OR

ALTER THE EXISTING CONTROLS AND

OPERATIONS OF THE HANGAR.

M.2 PIPING DROPS 1'-0" BELOW FINISH FLOOR AT

THIS LOCATION. PIPE ROUTING SHALL NOT

INTERFERE WITH OR ALTER THE EXISTING

CONTROLS AND OPERATIONS OF THE HANGAR.

M.3 FURNISH AND INSTALL SNOW MELT VALVE PIT.

SEE ARCHITECUTRAL SHEETS FOR VALVE PIT

DETAILS.

M.4 HEADER SPLITS PIPES INTO 10 SUPPLY/RETURN

SNOW MELT LOOPS. SEE SNOW MELT VALVE

PIT DETAIL ON SHEET M-501.

M.5 FURNISH AND INSTALL NEW NATURAL GAS PIPE

TO NEW BOILERS. NATURAL GAS PIPE SHALL

TAP OFF OF THE HIGH PRESSURE NATURAL

GAS PIPE AND BE PROVIDED WITH A NEW

REGULATOR AND METER. REGULATOR AND

METER SHALL BE FURNISHED AND INSTALLED

BY CENTERPOINT ENERGY AT THE

CONTRACTOR'S EXPENSE.

M.6 PIPE SHALL BE ROUTED ABOVE THE EXTERIOR

DOOR AND ASSOCIATED AWNING. NATURAL

GAS PIPE ROUTING SHALL NOT INTERFERE

WITH EXISTING WIRELESS LAN ANTENNAS.

M.12 FURNISH AND INSTALL PAVEMENT SNOW AND

ICE SENSOR AT THIS LOCATION.

SCALE: 1/16" = 1'-0"B1

FIRST FLOOR MECHANICAL NEW WORK PLAN

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M.7

B-1 P-3

P-4

P -1

P -2

1 1/2" NG

/2

N G

3" HWR

3" HWS

BOILER INTAKES

THROUGH WALL

BOILER EXHAUST

UP THROUGH ROOF

3" HWR

3" HWS

/2

H W

R

/2

H W

S

M.8

4' - 6 1/4"

M.9

B-2

M.9

M.10M.10

M.10M.10

M.1

M.1

M.112

/2

H W

R

/2

H W

S

/2

N G

EXISTING ELECTRIC

UNIT HEATER

RELOCATED EMCS

CONTROL PANEL

M.8

FD

M.14

EXISTING EF

TO REMAIN

EXISTING EMCS CONTROL

PANEL TO BE RELOCATED

DM.2

No. 23532

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CAROL IN

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PR

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IDENTIFICATION

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M-101

A1

BASEMENT MECHANICAL ENLARGED PLAN

NEW WORK KEYNOTES:

NO. DESCRIPTION

M.1 FURNISH AND INSTALL SNOW MELT SUPPLY

AND RETURN PIPING ABOVE EXISTING CONDUIT

AND PIPING IN THE HANGAR AND AT A MINIMUM

OF 6’ ABOVE ALL ELECTRICAL PANELS IN THE

HANGAR. PIPING SHALL NOT BE ROUTED IN

DEDICATED ELECTRICAL SPACE ABOVE

ELECTRICAL EQUIPMENT. PIPING ROUTED

DIRECTLY ABOVE THE DEDICATED SPACE

ABOVE ELECTRICAL EQUIPMENT SHALL HAVE

PROTECTIVE EQUIPMENT TO ENSURE LEAKS,

CONDENSATION, AND BREAKS DO NOT DAMAGE

ELECTRICAL EQUIPMENT BELOW. SEE PHOTO

OF HANGAR WALL WITH TYPICAL EXISTING

CONDUIT, PIPES, AND ELECTRICAL PANELS ON

SHEET M-502. APPROXIMATE HEIGHT OF PIPING

RUNS WILL BE 15-20’ ABOVE THE FLOOR. PIPE

ROUTING SHALL NOT INTERFERE WITH OR

ALTER THE EXISTING CONTROLS AND

OPERATIONS OF THE HANGAR.

M.7 PIPING TO BE ROUTED IN THE FIRST FLOOR

CEILING SPACE.

M.8 BOILER INTAKE AND EXHAUST DUCTS SHALL BE

ROUTED THROUGH THE STAIRWELL IN A

MANNER THAT DOES NOT IMPEDE SAFE

ACCESS INTO AND THROUGH THE STAIRWELL.

M.9 BOILER CONDENSATE SHALL BE NEUTRALIZED

AND ROUTED TO FLOOR DRAIN.

M.10 FURNISH AND INSTALL ISOLATION VALVES IN

HWS/HWR PIPE BRANCHES AS SHOWN.

M.11 PIPING SHALL TRANSITION FROM COPPER TO

PEX AT THIS LOCATION. COPPER SHALL BE

UTILIZED FOR ALL PUMP AND BOILER

CONNECTIONS. PEX PIPING SHALL BE ROUTED

THROUGH THE HANGAR SPACES.

M.14 SEE SHEETS M-501 DETAIL B1 AND M-502

DETAILS B1, A2, C1, C2, C4, & C5 FOR

MECHANICAL ROOM DETAILS.

DEMOLITION KEYNOTES:

NO. DESCRIPTION

DM.2 REMOVE EXISTING WALL MOUNTED LOUVER.

PATCH WITH METAL STUDS AND 5/8" FIRE

RATED GWB TO MAINTAIN A ONE HOUR RATED

ENCLOSURE. PAINT TO MATCH EXISTING.

PLAN NORTH

1 2 42

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

GRAPHIC SCALE

SCALE: 1/2" = 1'-0"C1

BASEMENT MECHANICAL ENLARGED PLAN

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3-WAY VALVE

FOR PURGING

TO/FROM DOOR TRACK SYSTEM

2 1/2” STAINLESS

MANIFOLD HEADER

LINE SIZE CIRCUIT SETTER WITH

DIFFERENTIAL PRESSURE AND

TEMPERATURE PORTS WITH FULL SHUTOFF

VALVE CAPABILITIES. 1-3FT. HD PRESSURE

DROP AT 2.5 FLOW RATE (TYP. OF 10)

2 1/2” PEX (SDR9) TO

STAINLESS MANIFOLD

TO PUMPS

FROM PUMPS

PRESSURE AND

TEMPERATURE

PORTS (TYP. OF 10)

3/4” PEX (SDR9) TYPICAL

FLOOR MOUNTED BLADDER TYPE

EXPANSION TANK (CHARGED AT 25PSI)

SUPPORT TANK AS RECOMMENDED BY

EXPANSION TANK MANUFACTURER. 22

GALLON(ACCEPTANCE VOLUME)

AUTOMATIC

AIR VENT

PRESSURE GAUGE W/

GAUGE COCK (TYP.)

HIGH CAPACITY

TO SNOW MELT

DIRT AND AIR

SEPARATOR (1-3FT. HD

PRESSURE DROP AT

DESIGN FLOW RATE)

FLOOR

1” BLOWDOWN WITH

HOSE BIBB

ISOLATION VALVE

(TYP.)

FROM

SECONDARY

PUMPS

PRECHARGING AIR CONNECTION

RELIEF VENT (SET @ PVR SETTING & 5PSI)

PIPED TO HUB DRAIN

PRESSURE GAUGE WITH GAUGE COCK

(TYP.)

SHUT-OFF

VALVE (TYP.)

PRESSURE REDUCING VALVE W/ CHECK

SET @ 20PSI AT HIGH POINT OF SYSTEM W/

PUMP(S) OFF

UNION (TYP.)

GLOBE VALVE

BACKFLOW

PREVENTER

MECHANICAL MAKEUP WATER

METER, WITH LEAK DETECTION

INDICATOR AND LOW FLOW

REGISTER CAPABILITIES DOWN TO

0.25 GPM WITH MANUAL RESET

1/2” CW MAKEUP WATERLINE TAPS

OFF OF EXISTING WATER MAIN

ROUTED THROUGH MECHANICAL

ROOM.

NOTE: ALL PIPING AND

EQUIPMENT IN THIS DETAIL

SHALL BE LOCATED IN THE

MECHANICAL ROOM

TO/FROM SNOW MELT VALVE PIT

3/4” PEX TYP.

U-BEND TYP.

DOOR TRACK

RAILS TYP.

NOTE:

SEE ARCHITECTURAL

A-501 FOR DETAILS

No. 23532

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SCALE: NOT TO SCALEC4

SNOW MELT VALVE PIT DETAIL

SCALE: NOT TO SCALEB1

EXPANSION TANK/DIRT AND AIR SEPARATOR DETAIL

SCALE: NOT TO SCALEB4

TYPICAL SNOW MELT RAIL PIPING DETAIL

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DECK CLAMP

(4) 1/4" GUSSET PLATES

2"

DIAMETER

STACK

D.

6"

0.75 D.

1.0 D.

45°

2.5 D.

FLASHING COMPATIBLE

WITH ROOF SYSTEM

MIN. 3'-0" OR AS REQUIRED BY

LOCAL CODES

STORM COLLAR

CONTINUOUSLY

WELDED TO STACK

10 GAUGE VENTILATED

ROOF SLEEVE

BOILER VENT. SEE

SPECIFICATIONS.

1/4" x 1-1/2" C.S. BARS, TYP. FOR 4.

INVERT CONE RAIN CAP

NOTE:

CONTRACTOR SHALL

ENSURE THE EXISTING ROOF

BOND/WARRANTY WITH

CARLISLE BUILDING

PRODUCTS IS MAINTAINED

FROM GAS

SERVICE

VENT

LINE

DRIP LEG

GAS COCK

VALVE LEAK TEST

CONNECTION

SAFETY SHUTOFF

VALVE

GAS PRESSURE

REGULATOR

PILOT SAFETY