36C10F19R0086-0006004.pdf

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot 1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

Office of

Construction and Facilities Management

MAIN OFFICE

BIM 360://16009 Alexandria Boiler Plant/16009 - ARCH - R2018.rvt

HDG PROJECT: 16009 GI001

TITLE SHEET

BID DOCUMENTS

REPLACE BOILER PLANT &

STEAM DISTRIBUTION

SYSTEM

JUNE 14, 2019

ALEXANDRIA VA HEALTH CARE SYSTEM

PINEVILLE, LA

502-14-102V

CAMPUS MAP

LOCATION MAP

COORDINATION NOTES

INDEX OF DRAWINGS

ALEXANDRIA VA HEALTH CARE SYSTEM

PINEVILLE, LA

REPLACE BOILER PLANT & STEAM

DISTRIBUTION SYSTEM

2495 SHREVEPORT HIGHWAY

PINEVILLE, LA 71360

PROJECT

SITE

PROJECT SITE

THE CONTRACTOR SHALL PREPARE COORDINATION DRAWINGS AND INCLUDE PIPE STRESS CALCULATIONS WITH COORDINATION DRAWING SUBMISSION UNDER SPEC SECTION 23 05 10. SUCH DRAWINGS SHALL BE ARRANGED AND DESIGNED THROUGH AND FROM COORDINATION WITH ALL OTHER MAJOR AND MINOR SUBCONTRACTORS. THE CONTRACTOR AT THEIR OWN EXPENSE SHALL PREPARE A THREE-DIMENSIONAL COORDINATION MODEL IN AUTODESK REVIT AND PRODUCE TWO-DIMENSIONAL COORDINATION DRAWINGS FROM MODEL, SPECIFICALLY CREATED BY THE CONTRACTOR FOR THIS PROJECT. DRAWINGS SHALL SHOW, BUT NOT BE LIMITED TO: ALL DUCTWORK; ALL AIR DISTRIBUTION; MECHANICAL EQUIPMENT; MECHANICAL PIPING; FIRE PROTECTION PIPING; ALL PLUMBING PIPING; CABLE TRAYS (WITH ELEVATIONS NOTED); LIGHTING FIXTURES (WHEN CEILING MOUNTED); CEILING GRID AND CEILING HEIGHT; MAJOR BEAMS AND JOISTS (WITH ELEVATIONS MARKED); FIRE ALARM DEVICES AND SPEAKERS (WHERE CEILING MOUNTED); ELECTRICAL CONDUITS LARGER THAN 2-INCH DIAMETER; ELECTRICAL BUSWAY AND REQUIRED CLEARANCES; EQUIPMENT PROVIDED BY OTHERS THAT PROTRUDE INTO CEILING CAVITIES OR IMPEDE THE LOCATION OR ACCESS TO ABOVE CEILING PIPING, DUCTWORK OF OTHER EQUIPMENT. SECTIONS SHALL BE CUT THROUGH AREAS SHOWING MATERIALS AND SYSTEMS OF ALL CONTRACTS. IF THERE ARE ANY OUTSTANDING ISSUES THAT CANNOT BE RESOLVED, CONSULT WITH THE VA COR FOR GUIDANCE AND MAKE CORRECTIONS IN ACCORDANCE WITH DIRECTIONS GIVEN. NOTE THAT ROUGH-IN / FABRICATION CAN NOT BEGIN (AT CONTRACTOR’S RISK) UNTIL COORDINATION DRAWINGS HAVE BEEN APPROVED. BOTH MODEL AND DRAWINGS ARE TO BE MADE A PART OF COORDINATION DRAWING SUBMISSION TO GOVERNMENT AND DESIGNER. ALL SUB-CONTRACTORS ARE RESPONSIBLE FOR COORDINATION ACROSS ENTIRE SET OF CONSTRUCTION DOCUMENTS.

HAVE MEETING CONFERENCE CALL WITH NAVISWORKS

CLASH DETECTIONS ON ALL TRADES

1 1/2" OR LARGER CONDUIT

EQUIPMENT

QH101 FIRST FLOOR EQUIPMENT PLAN - PHASE 1

QH102 FIRST FLOOR EQUIPMENT PLAN - PHASE 2

QH601 EQUIPMENT SCHEDULES

FIRE ALARM

FA001 FIRE ALARM LEGEND, RISER, NOTES AND MATRIX

FA101 FIRST FLOOR PLAN - FIRE ALARM

FA102 MEZZANINE FLOOR PLAN - FIRE ALARM

FIRE PROTECTION

FX001 LEGENDS, ABBREVIATIONS AND GENERAL NOTES

FX101 FIRST FLOOR PLAN- FIRE PROTECTION - PHASE 1&2

FX102 MEZZANINE AND HIGH BAY AREA FLOOR PLAN - FIRE

PROTECTION

FX501 FIRE PROTECTION DETAILS

PLUMBING

PP001 LEGEND, SCHEDULES AND GENERAL NOTES

PD101 FIRST FLOOR PLAN - DEMOLITION - PHASE 2

PD102 MEZZANINE FLOOR PLAN - DEMOLITION - PHASE 2

PL101 FIRST FLOOR PLAN - WASTE - PHASE 1

PP101 FIRST FLOOR PLAN - SUPPLY - PHASE 1

PL102 FIRST FLOOR PLAN - WASTE - PHASE 2

PP102 FIRST FLOOR PLAN - SUPPLY - PHASE 2

PL103 MEZZANINE FLOOR PLAN - WASTE - PHASE 2

PP103 MEZZANINE FLOOR PLAN - SUPPLY - PHASE 2

PL104 ROOF PLAN - WASTE

PP501 PLUMBING DETAILS

PP601 WASTE RISER DIAGRAM

MECHANICAL

MG001 LEGEND, ABBREVIATIONS AND GENERAL NOTES

MS101 SITE PLAN

MS102A ENLARGED SITE PLAN PHASE 1 NEW WORK

MS102B ENLARGED SITE PLAN PHASE 2 NEW WORK

MD100A ENLARGED SITE PLAN PHASE 1 DEMOLITION

MD100B ENLARGED SITE PLAN PHASE 2 DEMOLITION

MD101A FIRST FLOOR DEMOLITION PLAN - PHASE 1

MD101B FIRST FLOOR DEMOLITION PLAN - PHASE 2

MD102 MEZZANINE DEMOLITION PLAN - PHASE 2

MD151 ROOF DEMOLITION PLAN

MP101A FIRST FLOOR PLAN - PHASE 1

MP101B FIRST FLOOR STEAM DISTRIBUTION PLAN - PHASE 2

MP101C FIRST FLOOR PIPING PLAN - PHASE 2 UNDER GRATING

MP102 MEZZANINE PLAN - PHASE 2

MP151 ROOF PLAN

MP301 SECTIONS

MP401 ENLARGED PLANS

MP402 ENLARGED PLANS

MP403 ENLARGED PLANS

MP404 ENLARGED PLANS

MP405 ENLARGED PLANS

MP501 DETAILS

MP502 DETAILS

MP503 DETAILS

MP504 DETAILS

MP601 SCHEDULES

MP602 SCHEDULES

MP701 STEAM BOILER PLANT PIPING DIAGRAM

MP702 FLOW DIAGRAMS

MP703 FLOW DIAGRAMS

MP704 SCADA SYSTEM ARCHITECTURE

MP705 BOILER SYSTEM CONTROLS

MP706 HVAC CONTROLS

ELECTRICAL

EI001 SYMBOL LEGEND, LIGHT FIXTURE SCHEDULE AND GENERAL

NOTES

ES101 SITE PLAN - ELECTRICAL DEMOLITION

ES102 SITE PLAN - ELECTRICAL

ES103 SITE PLAN - SYSTEMS

ES104 FIBER LOOP

ED101 FIRST FLOOR PLAN - DEMOLITION

ED102 MEZZANINE FLOOR PLAN - DEMOLITION

EL101 FIRST FLOOR PLAN - LIGHTING

EL102 MEZZANINE FLOOR PLAN - LIGHTING

EP101 FIRST FLOOR PLAN - POWER

EP102 MEZZANINE FLOOR PLAN - POWER

EP103 ROOF PLAN - LIGHTNING PROTECTION

EY101 FIRST FLOOR PLAN - SYSTEMS

EY102 MEZZANINE FLOOR PLAN - SYSTEMS

EP501 ELECTRICAL DETAILS

EP502 ELECTRICAL DETAILS

EP503 ELECTRICAL DETAILS

EP601 EXISTING ONE-LINE DIAGRAM

EP602 ONE-LINE DIAGRAM AND SWITCHGEAR ELEVATIONS

EP701 PANEL SCHEDULES

EP702 SCHEDULES

GENERAL

GI001 TITLE SHEET

GI002 EQUIPMENT MOUNTING LEGEND

GI003 ACCESSIBILITY LEGEND

GI101 FIRST FLOOR LIFE SAFETY PLAN

GI102 MEZZANINE LIFE SAFETY PLAN

GI501 PROJECT-WIDE PARTITION TYPES AND STANDARD DETAILS

GI701 PHASING PLAN - PHASE 1

GI702 PHASING PLANS - PHASE 2

GI901 PROJECT 3D VIEWS

HAZARDOUS

HA101 FIRST FLOOR HAZARDOUS MATERIAL ABATEMENT PLAN

HA102 MEZZANINE HAZARDOUS MATERIAL ABATEMENT PLAN

CIVIL

CU101 TOPOGRAPHICAL SURVEY

CU102 SUE SURVEY

CU103 SUE SURVEY

CU104 SUE SURVEY

CU105 COMBINED TOPOGRAPHICAL SURVEY / SUE SURVEY

CU106 DEMOLITION PLAN

CU107 SITE PLAN

CU108 GRADING AND DRAINAGE PLAN

CU109 UTILITY PLAN

CU110 SITE DETAILS

CU111 DRAINAGE DETAILS

CU112 UTILITY DETAILS

CU113 UTILITY DETAILS

CU114 EROSION CONTROL DETAILS

STRUCTURAL

SS001 STRUCTURAL GENERAL NOTES

SS002 STRUCTURAL GENERAL NOTES

SS003 TYPICAL SECTION & DETAILS

SS004 TYPICAL SECTIONS & DETAILS

SB101 FOUNDATION PLAN

SB501 FOUNDATION SECTION & DETAILS

SB502 FOUNDATION SECTIONS & DETAILS

SF101 MEZZANINE FRAMING PLAN

SF102 ROOF FRAMING PLAN

SF501 FRAMING SECTIONS & DETAILS

SF502 FRAMING SECTIONS & DETAILS

ARCHITECTURAL

AI001 ARCHITECTURAL ABBREVIATIONS

AI002 NOTES AND LEGENDS

AS100 ARCHITECTURAL SITE PLAN

AD101 FIRST FLOOR DEMOLITION PLAN - PHASE 1

AD102 FIRST FLOOR DEMOLITION - PHASE 2

AD103 MEZZANINE DEMOLITION PLAN - PHASE 2

AD104 ROOF DEMOLITION PLAN - PHASE 2

AE101 FIRST FLOOR PLAN - PHASE 1

AE101A FIRST FLOOR DIMENSION PLAN - PHASE 1

AE102 FIRST FLOOR PLAN - PHASE 2

AE102A FIRST FLOOR DIMENSION PLAN - PHASE 2

AE103 FIRST FLOOR PLAN - PHASE 2 (DRAIN PLAN)

AE104 MEZZANINE FLOOR PLAN - PHASE 2 AND PARTIAL MEZZANINE

FLOOR PLAN - PHASE 1

AE111 FIRST FLOOR REFLECTED CEILING PLAN - PHASE 1

AE112 FIRST FLOOR REFLECTED CEILING PLAN - PHASE 2

AE151 ROOF PLAN - PHASE 1

AE152 ROOF PLAN - PHASE 2

AE201 EXTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE401 ENLARGED PLAN AND ELEVATIONS

AE402 CASEWORK ELEVATIONS

AE501 WALL SECTIONS

AE502 WALL SECTIONS

AE503 ENLARGED DETAILS

AE504 STAIR ENLARGED PLANS AND SECTIONS

AE505 CASEWORK DETAILS

AE511 INTERIOR DETAILS

AE601 DOOR SCHEDULES & WINDOW LOUVER DETAILS

AE602 DOOR AND WINDOW DETAILS

AE603 WINDOW ELEVATIONS

AE701 MISCELLANEOUS DETAILS

INTERIORS

AF101 FIRST FLOOR FINISH PLAN - PHASE 1

AF102 FIRST FLOOR FINISH PLAN - PHASE 2

AF501 SIGNAGE TYPES

AF601 INTERIOR / EXTERIOR FINISH SCHEDULE

SCHEDULE OF BID ITEMS

BID ITEM 1: CONTRACTOR SHALL COMPLETELY PREPARE SITE FOR BUILDING OPERATIONS, INCLUDING DEMOLITION AND REMOVAL OF EXISTING STRUCTURES, AND FURNISH LABOR AND MATERIALS AND PERFORM WORK TO PROVIDE A NEW AND RENOVATED FACILITY TO HOUSE THREE NEW BOILERS WITH RELATED EQUIPMENT AND SUPPORT SPACES IN ORDER TO IMPROVE THE EFFICIENCY OF THE MEDICAL CENTER’S BOILER PLANT FACILITY. THE NEW / RENOVATED BOILER PLANT INCLUDES A BOILER ROOM WITH ACCESS TO AN EQUIPMENT MEZZANINE AND PIT, CHEMICAL FEED ROOM WITH WATER TESTING AREA, CONTROL ROOM, GENERAL STORAGE, AND ELECTRICAL EQUIPMENT AREAS. THE CONTROL ROOM ACCOMMODATES THE ENERGY CONTROL CENTER AND BOILER CONTROL FUNCTIONS. SUPPORT AREAS INCLUDE A TRAINING / CONFERENCE ROOM, OFFICE, GENERATOR ROOM, ELECTRICAL ROOM, TOILETS/SHOWER, HOUSEKEEPING CLOSET, AND INFORMATION TECHNOLOGY (IT) CLOSET. SITEWORK INCLUDES EARTHWORK, PAVING, ROADS, LANDSCAPING, CURB AND GUTTER, AND ADDITIONAL WORK SHOWN IN SUPPORT OF THE NEW / RENOVATED BOILER PLANT FUNCTIONS PLUS A NEW HIGH SECURITY FENCE TO PROTECT BUILDING OPERATIONS. THE EXISTING BOILER BUILDING WILL RECEIVE REFURBISHMENTS INCLUDING BUT NOT LIMITED TO A NEW

METAL ROOF.

BID ITEM 2: DEDUCT ALTERNATE 1: PERFORM ALL WORK AS IN BID ITEM 1 EXCEPT DEDUCT DESIGNATED NEW UNDERGROUND CONDENSATE RETURN PIPING. SEE PLANS

(SHEETS MP405 & MS101) FOR LOCATIONS.

BID ITEM 3: DEDUCT ALTERNATE 2: PERFORM ALL WORK AS IN BID ITEM 2 EXCEPT DEDUCT NEW HIGH SECURITY FENCE AT AREAS INDICATED ON PLAN (SHEET AS100).

No. Description Date

1 Amendment 6 4/09/2020

DN

DN

DN

UP

UP

B C D G

E

E

H J

A I

K

NEW BOILER

14-B1

NEW

FEEDWATER

PUMPS (4)

NEW SURGE

TANK

NEW

BLOWDOWN

ECONOMIZER

NEW

BLOWDOWN

SEPARATOR

BO

IL

ER

C

O N

TR

O

L

PA

N

EL

BO

IL

ER

C

O N

TR

O

L

PA

N

EL

BO

IL

ER

C

O N

TR

O

L

PA

N

EL

STEAM HEADER

1A

0.

1A100.1

B138

02.07

NEW BOILER

14-B2

NEW BOILER

14-B3

07.36

03.06

TYP.

23.28

03.04 03.04

0' - 0"

D5

AE50207.10

D3

AE502

NO WORK IN THIS AREA

THIS PHASE

PHASE 1

PHASE 2

PHASE 1

PHASE 2

1A

1.

5' - 0"

CHEMICAL

STORAGE

1A101

BOILER ROOM

1A100

2 1 S

CR

2 1

YY

CR

2 1 S

10.22

FEC

0' - 0"

22.03

05.35

05.3505.35

05.35

03.04

05.32

05.02

05.32

05.06 05.05

33.08

NEW CONCRETE

ENCASEMENT

OVER EXISTING

STEEL COLUMN,

SEE STRUCTURAL

26.22

R

0'

6"

STATIONARY DOCK LIFT, SEE

MECHANICAL FOR INFO.

B15

MANHOLE COVERS TO

TANK BELOW GROUND

R @ 0' - 6"6

5' - 0"

R

0'

6"

LINE OF MEZZANINE ABOVE

O

PE

N A

BO

VE

D2

AE301

05.02

0' - 0"

CONCRETE

ENCASEMENT,

SEE

STRUCTURAL

R @ 0' - 6 3/4"2

NEW CONCRETE SIDEWALK, SEE CIVIL

05.06

F

F

/8

EJ2"

5'

0" T

YP

V.I.F.

± 85' - 3 5/8"

05.32

05.32

05.40

MASTER BOILER

CONTROL PANEL

E3 E2 E1

E4

E6

E5

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot 1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

Office of

Construction and Facilities Management

NO RATING

SMOKE RESISTIVE PARTITION - NON RATED

1 HOUR FIRE BARRIER

1 HOUR FIRE/SMOKE BARRIER

2 HOUR FIRE BARRIER

2 HOUR FIRE/SMOKE BARRIER

PARTITION GRAPHICS

NORTH LEGEND

PLAN NORTH

BOILER ROOM FFE: 138' 7-1/2"

NEW CONTROL FFE: 142' 7-1/2"

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE DEMOLISHED

PARTITION PHASING

INTERIOR PARTITION RATING

MAIN OFFICE

NEW PARTITION

MEZZANINE FFE: 153' 3-1/2"

BIM 360://16009 Alexandria Boiler Plant/16009 - ARCH - R2018.rvt

HDG PROJECT: 16009 AE102

FIRST FLOOR PLAN - PHASE 2

BID DOCUMENTS

REPLACE BOILER PLANT &

STEAM DISTRIBUTION

SYSTEM

JUNE 14, 2019

ALEXANDRIA VA HEALTH CARE SYSTEM

PINEVILLE, LA

502-14-102V

1/4" = 1'-0"

D1 FIRST FLOOR PLAN - PHASE 2

2'0 4' 8'

- SHEET KEYNOTES

REFER TO SHEET AI002 FOR GENERAL FLOORPLAN NOTES AND SYMBOLS.

02.07 INFILL EXISTING WALL OPENING WITH MASONRY - SEE

STRUCTURAL (TYP) AND ADD EIFS TO FLUSH WITH EXISTING

WALL.

03.04 CONCRETE HOUSEKEEPING PAD REF: SHEET GI501

03.06 4" DEPRESSED SLAB.

05.02 STEEL RAILINGS (05 50 00)

05.05 STEEL SHIP'S LADDER - 75 DEGREE SLOPE, COMPLY WITH

ANSI/ASSE A12641.1 REQUIREMEMTS. (05 50 00)

05.06 42"H STEEL GUARDRAIL (05 50 00)

05.32 NEW DIAMOND PLATED STEEL STAIR & SUPPORT POSTS.

05.35 STEEL GRATING BASIS OF DESIGN MCNICHOLS GW-150 19-W-4

(SECURE EACH REMOVABLE [3 x 4 FT PANELS @ 10.8 SF =

129.6# PER PANEL] STEEL GRATE) STRUCTURAL STEEL &

SUPPORTS BY DELEGATED DESIGN [UNIFORM LOAD 947# &

CONCENTRATED LOAD 1421#]

05.40 PROVIDE SAFETY CHAIN AT OPENINGS

07.10 PREFINISHED SHEET METAL DOWNSPOUT AND STRAPS. REF:

CIVIL FOR CONTINUATION AND ROUTING OF LEADERS TO

OUTFALL (07 60 00)

07.36 2" EXPANSION JOINT. BASIS OF DESIGN: FOR ROOF TO ROOF

AND ROOF TO WALL APPLICATIONS NYSTROM EWCF-200W.

FOR WALL TO WALL EXTERIOR APPLICATIONS USE

EWN-200MB COLOR TO MATCH EIFS. (800-547-2635,

WWW.NYSTROM.COM)

10.22 FIRE EXTINGUISHER BRACKET.

22.03 EMERG EYE/FACE WASH AND SHR SAFETY STATION WITH

DRAIN PAN AND CLG MTD EXPOSED SST SHR HEAD – REF

PLBG DWG.

23.28 MECHANICAL EQUIPMENT. SEE MECHANICAL DRAWINGS.

26.22 15" x 18" x 29" POWERPACK FOR SCISSOR LIFT - SEE

ELECTRICAL DWGS

33.08 NEW PAD MOUNTED TRANSFORMER WITH NEW PAD, REFER

TO ELECTRICAL SITE PLAN FOR COMPLETE SCOPE OF WORK.

OCTOBER 18, 2019

No. Description Date

1 Amendment 2 2/03/2020 2 Amendment 6 4/09/2020

B C D

E H J

A I

K

05.02

23.89

22.19

22.18

23.86

22.20

23.8823.88 23.88

26.04

26.04

23.9123.91

23.92 02.4602.46

02.4602.4602.4602.4602.46

02.4602.46

02.07

02.07

MEZZANINE

1A112

NO WORK IN THIS AREA

THIS PHASE

BIOMED

1A116

1A

6.

8' - 8 3/8"

PHASE 1

PHASE 2

PHASE 1

PHASE 2

4'

0"

1' - 3 3/8"

GUARDRAIL OPENING

8' - 11 3/4" 5' - 4"

GUARDRAIL OPENING

8' - 10 1/2" 5' - 4"

GUARDRAIL OPENING

8' - 10 1/2" 7' - 6 3/4"

3'

3"

1' - 3 3/8"

05.02

4" / 1'-0"

METAL ROOF

14' - 8 1/4"

NEW CONCRETE TOPPING,

SEE STRUCTURAL

O

PE

N T

O

BE

LO

W

14' - 8 1/4"

CONC. SLAB INFILL

R

0'

7"

14' - 8 1/4"

NEW FLOOR BEAM ,

SEE STRUCTURAL

NEW FLOOR BEAM ,

SEE STRUCTURAL

23.28

D N

R

DN 1R

D N

8R

7' - 2"

05.33

05.33

05.06

02.35

F

13' - 6"

05.27

05.40

05.40

E7

E8

E9

E10

E11

B C D G

E H

A I

K

02.07 02.07 02.07

F

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot 1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

Office of

Construction and Facilities Management

NO RATING

SMOKE RESISTIVE PARTITION - NON RATED

1 HOUR FIRE BARRIER

1 HOUR FIRE/SMOKE BARRIER

2 HOUR FIRE BARRIER

2 HOUR FIRE/SMOKE BARRIER

PARTITION GRAPHICS

NORTH LEGEND

PLAN NORTH

BOILER ROOM FFE: 138' 7-1/2"

NEW CONTROL FFE: 142' 7-1/2"

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE DEMOLISHED

PARTITION PHASING

INTERIOR PARTITION RATING

MAIN OFFICE

NEW PARTITION

MEZZANINE FFE: 153' 3-1/2"

BIM 360://16009 Alexandria Boiler Plant/16009 - ARCH - R2018.rvt

HDG PROJECT: 16009 AE104

MEZZANINE FLOOR PLAN -

PHASE 2 AND PARTIAL

MEZZANINE FLOOR PLAN -

PHASE 1

BID DOCUMENTS

REPLACE BOILER PLANT &

STEAM DISTRIBUTION

SYSTEM

JUNE 14, 2019

ALEXANDRIA VA HEALTH CARE SYSTEM

PINEVILLE, LA

502-14-102V

1/4" = 1'-0"

D1 MEZZANINE FLOOR PLAN - PHASE 2

4'0 8' 16'

- SHEET KEYNOTES

REFER TO SHEET AI002 FOR GENERAL FLOORPLAN NOTES AND SYMBOLS.

02.07 INFILL EXISTING WALL OPENING WITH MASONRY - SEE

STRUCTURAL (TYP) AND ADD EIFS TO FLUSH WITH EXISTING

WALL.

02.35 REMOVE LOUVER AND INFILL EXISTING WALL OPENING WITH

MASONRY - SEE STRUCTURAL (TYP) AND ADD EIFS TO FLUSH

WITH EXISTING WALL.

02.46 EXISTING KICKER TO REMAIN

05.02 STEEL RAILINGS (05 50 00)

05.06 42"H STEEL GUARDRAIL (05 50 00)

05.27 NEW STEEL CATWALK WITH GUARDRAILS TO ALIGN FLUSH

WITH BOILER PLATFORM & WITH MEZZANINE STAIR

INTERMEDIATE LANDING.

05.33 INSTALL DEMOUNTABLE GUARD RAILS AFTER EQUIPMENT IS

INSTALLED. (05 50 00)

05.40 PROVIDE SAFETY CHAIN AT OPENINGS

22.19 AIR COMPRESSOR - SEE PLUMBING DRAWINGS.

23.28 MECHANICAL EQUIPMENT. SEE MECHANICAL DRAWINGS.

23.86 DUCT PENETRATIONS - SEE MECH DWGS.

23.87 EXHAUST FAN - SEE MECH DWGS.

23.89 DEAERATOR - SEE MECH DWGS.

23.91 PRV STATION - SEE MECHANICAL DWGS

23.92 MODULATING DAMPER - SEE MECHANICAL DWGS

26.04 LIGHTING FIXTURE

1/4" = 1'-0"

A2 MEZZANINE FLOOR PLAN - PHASE 1

2'0 4' 8'

No. Description Date

1 Amendment 6 4/09/2020

1 1

EAVE

161' - 7 1/2"

MEZZANINE LEVEL

153' - 3 1/2"

NEW CONTROL

143' - 7 1/2"

CONTROL ROOF

157' - 7 1/2"

BCDG EHJ AI

07.30

07.10

07.38

05.17

K

04.12

04.18

04.12 04.12

NEW ADDITION

07.37

07.38

04.18 04.18

T.O. PARAPET

160' - 1 1/2"07.30

07.10

26.04

26.13

07.30

07.10

26.04

26.08

08.23

08.09

26.1026.10

26.13

23.87

26.13

05.36 23.9523.95

07.45

07.4507.45 23.95

23.8623.86

26.08 23.8622.17

22.17

26.04

08.0908.09

26.04

26.21

23.86

23.28 23.28 23.28

2'

6"

1'

6"

/8

C

L

EI

FS

H

O R

IZ

9'

8"

2' - 1 1/2"

14' - 3 1/2"3' - 2"8' - 6 1/2"16' - 0 5/8"6' - 11"14' - 5 5/8"6' - 2"13' - 0 1/8"17' - 0 3/4"

VERTICAL EIFS JOINT CENTER LINES

MCJMCJMCJMCJ

04.12 04.12

04.12

MEZZANINE (NEW 1/4"

TOPPING)

153' - 3 3/4"

26.04

07.30

07.10 04.12

EQ EQ

08.03

F

BOILER RM LEVEL

138' - 7 1/2"

EAVE

161' - 7 1/2"

MEZZANINE LEVEL

153' - 3 1/2"

NEW CONTROL

143' - 7 1/2"

CONTROL ROOF

157' - 7 1/2"

D2

AE301

32 4 51

05.17

04.12

07.37

EXISTING CONSTRUCTION

07.38

04.18 04.18

PIT

134' - 7 1/2"

T.O. PARAPET

160' - 1 1/2"

08.26

26.04

3' - 5"

17' - 7 3/8"

2' - 2 1/2"

MCJMCJ

26.21

23.86

22.17

26.08

26.08

26.08

22.17

07.10

23.2823.28

23.86 26.04

26.13

26.04

26.04

26.13

26.04

07.09

26.10 23.95

32.14

VERTICAL EIFS JOINT CENTER LINES

MEZZANINE (NEW 1/4"

TOPPING)

153' - 3 3/4"

(0'-0")

08.2208.2208.2208.22

02.35

2'

8"

2' - 3"

C L

EI

FS

H O

R

IZ

9'

8"

E4E5

E8 E9 E10 E11

BOILER RM LEVEL

138' - 7 1/2"

EAVE

161' - 7 1/2"

MEZZANINE LEVEL

153' - 3 1/2"

NEW CONTROL

143' - 7 1/2"

CONTROL ROOF

157' - 7 1/2"

D2

AE301

3 245 1

LINE OF EXISTING

CANOPY

07.10

07.09

07.38

05.17

04.1204.1204.12

NEW ADDITION

07.36 07.37

PIT

134' - 7 1/2"

T.O. PARAPET

160' - 1 1/2"

23.8223.83

26.04

26.1323.28

26.14

26.04

02.35

T.O. GRATING

141' - 7 1/2"

MEZZANINE (NEW 1/4"

TOPPING)

153' - 3 3/4"

(0'-0")

2' - 2 1/2"

15' - 3 3/8"

2' - 2 1/2" EJ

2"

26.04

26.04

23.86 22.17

07.45

07.09

26.14

02.35

08.22

E6

BOILER RM LEVEL

138' - 7 1/2"

EAVE

161' - 7 1/2"

B2

AE301

MEZZANINE LEVEL

153' - 3 1/2"

NEW CONTROL

143' - 7 1/2"

CONTROL ROOF

157' - 7 1/2"

B

C

D GE H JA I

07.38

07.10

07.09

07.10

K

04.12

NEW ADDITION

07.37

07.36

08.09

PIT

134' - 7 1/2"

T.O. PARAPET

160' - 1 1/2"

26.04

T.O. GRATING

141' - 7 1/2"

MEZZANINE (NEW 1/4"

TOPPING)

153' - 3 3/4"

(0'-0")

23.28

AE201

D2

26.13

23.9526.10

26.13 26.21

26.1326.13

26.04

23.87

23.95

2' - 2 1/2"

6' - 6 1/4"6' - 4"

1' - 4"

EJ

2"

23.86

22.17

26.14 26.14 26.14

26.14

D5

AE602

PIPE TO ROTOCLAY,

BUILDING 138

26.0426.04 26.04 26.04

F

E2 E1E3

E7

08.22

08.22 08.22

T.O. GRATING

141' - 7 1/2"

EIFS INFILL, COLOR TO

MATCH ADJACENT WALL.

BLEND W/ EXISTING

SURFACE. EIFS TO MATCH

EXISTING SURFACE IN

TEXTURE AND COLOR.

DOOR AS SCHEDULED.

PAINTED INSULATED

HOLLOW METAL FRAME.

D1

AE602

HEAD

D1

AE602

JAMBD1

AE602

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot 1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

Office of

Construction and Facilities Management

MAIN OFFICE

BIM 360://16009 Alexandria Boiler Plant/16009 - ARCH - R2018.rvt

HDG PROJECT: 16009 AE201

EXTERIOR ELEVATIONS

BID DOCUMENTS

REPLACE BOILER PLANT &

STEAM DISTRIBUTION

SYSTEM

JUNE 14, 2019

ALEXANDRIA VA HEALTH CARE SYSTEM

PINEVILLE, LA

502-14-102V

- SHEET KEYNOTES

02.35 REMOVE LOUVER AND INFILL EXISTING WALL OPENING WITH

MASONRY - SEE STRUCTURAL (TYP) AND ADD EIFS TO FLUSH

WITH EXISTING WALL.

04.12 EIFS V GROOVE JOINT IN SYSTEM

04.18 EIFS V GROOVE OVER MASONRY CONTROL JOINT (MCJ); SEE

STRUCTURAL DRAWINGS

05.17 ROOF ACCESS LADDER WITH CAGE, CROSS-OVER PLATFORM

AND GUARDRAIL.

05.36 STEEL GUARDRAIL TO EXTEND 24"H ABOVE PARAPET COPING

(05 50 00)

07.09 NEW PREFINISHED SHEET METAL GUTTER, SEE SHEET B1 /

AE501 (07 60 00)

07.10 PREFINISHED SHEET METAL DOWNSPOUT AND STRAPS. REF:

CIVIL FOR CONTINUATION AND ROUTING OF LEADERS TO

OUTFALL (07 60 00)

07.30 PRE-FINISHED METAL SCUPPER

07.36 2" EXPANSION JOINT. BASIS OF DESIGN: FOR ROOF TO ROOF

AND ROOF TO WALL APPLICATIONS NYSTROM EWCF-200W.

FOR WALL TO WALL EXTERIOR APPLICATIONS USE

EWN-200MB COLOR TO MATCH EIFS. (800-547-2635,

WWW.NYSTROM.COM)

07.37 2" EIFS ON 7 5/8" CONCRETE MASONRY UNIT

07.38 PREFINISHED ALUMINUM COPING

07.45 PREFINISHED SHEET METAL DOWNSPOUT AND STRAPS -

DRAIN TO ROOF.

08.03 PREFINISHED ALUMINUM LOUVER (08 90 00)

08.09 EXTERIOR INSULATED DOOR AND FRAME

08.22 STEEL WINDOW TO BE REFURBISHED TO MATCH EXISTING.

08.23 ALUMINUM STOREFRONT WINDOW.

08.26 NEW LOUVER IN EXISTING OPENING.

22.17 PIPE STACK (TYPICAL). SEE PLUMBING/MECHANICAL

DRAWINGS.

23.28 MECHANICAL EQUIPMENT. SEE MECHANICAL DRAWINGS.

23.82 MAKEUP AIR UNIT - SEE MECH DWGS.

23.83 ROOFTOP VENTILATOR - SEE MECH DWGS.

23.86 DUCT PENETRATIONS - SEE MECH DWGS.

23.87 EXHAUST FAN - SEE MECH DWGS.

23.95 DISCONNECT SWITCH, SEE MECHANICAL & ELECTRICAL

DWG'S

26.04 LIGHTING FIXTURE

26.08 LIGHTNING PROTECTION COMPONENT: SEE ELECTRICAL

DRAWINGS FOR COMPLETE SCOPE.

26.10 CARD READER - SEE ELECTRICAL DWGS

26.13 SECURITY CAMERA - SEE ELECTRICAL DWGS

26.14 LIGHTING ROD - SEE ELECTRICAL DWGS

26.21 PANELBOARD - SEE ELECTRICAL DWGS

32.14 6" CONCRETE FILLED STEEL PIPE BOLLARD

1/8" = 1'-0"

B4 WEST ELEVATION

1/8" = 1'-0"

C4 NORTH ELEVATION

1/8" = 1'-0"

C2 SOUTH ELEVATION

1/8" = 1'-0"

D4 EAST ELEVATION

4'0 8' 16'

4'0 8' 16' 4'0 8' 16'

4'0 8' 16'

1/2" = 1'-0"

D2 ELEV-NEW DOOR @ EAST ELEV

1'0 2' 4'

No. Description Date

1 Amendment 2 2/03/2020 2 Amendment 6 4/09/2020

2 2

GENERAL SHEET NOTES2

1. PAINT EXISTING BUILDING TO MATCH NEW BUILDING

NEW CONTROL

142' - 7 1/2"

TOP OF MASONRY

158' - 7 1/2"

JOINT BEARING

156' - 7 1/2"

NEW CEILING

151' - 7 1/2"

03.01

03.03

09.05

05.09

07.39

07.40

07.38

04.15

07.37

1' - 2 5/8"

07.41

05.19

03.07

CORR

1A102

09.19

07.10

07.48

07.46

03.12

03.13

07.49

07.50

07.51

07.50

NEW CONTROL

142' - 7 1/2"

NEW CEILING

151' - 7 1/2"

07.40

07.39

05.19

05.09

05.20

09.19

26.06

09.20

09.05

09.05

03.03

1' - 4 5/8"

6"

03.13

CORR

1A102

CONTROL

1A106

07.46

03.12

NEW CONTROL

142' - 7 1/2"

BOILER ROOM

138' - 7 1/2"

W14X22

5 4

NEW CEILING

151' - 7 1/2"

AE503

A5

07.3603.03

03.0703.01

09.19

05.20

09.05

02.39

05.09

05.1907.40 07.39

02.39

02.39

04.14

08.18

02.39

02.39

CONTROL

1A106

BOILER

ROOM

1A100

07.43

AE501

B1

MIRR

BOILER RM LEVEL

138' - 7 1/2"

EAVE

161' - 7 1/2"

B.O. TRENCH

137' - 7 1/2"

T.O. GRATING

141' - 7 1/2"

T.O STEEL @ GRATE

141' - 5 3/4"

B.O. STEEL

140' - 3 9/16"

GRADE @ COIL DOORS 1

140' - 0 31/32"

3'

0"

BOILER ROOM

1A100

02.39

07.43

02.39

32.14

5' - 0"

BEYOND

09.18

07.09

06.04

A1

AE501

AE501

B1

CONTINUOUS VAPOR BARRIER

03.0203.11

08.29

AE503

D5

AE503

C5

DOUBLE LOCK SEAM PROFILE

PANEL WIDTH (TYP.)

1' - 0"

PANEL CLIPS (MIN. 2

FASTENERS PER CLIP) AS

REQUIRED (NOT SHOWN FOR

CLARITY)

ORGANICE COATED 400

SERIES STAINLESS STEEL

SELF PIERCING SCREWS

PAINTED GALVALUME STEEL

COLOR: TERRA COTA

UNDERLAYMENT &

SUBSTRATE BELOW (NOT

SHOWN)

7/ 8"

3/ 8"

EXISTING WOOD DECKING TO REMAIN

EXISTING SLOPING WOOD PURLINS TO REMAIN

(4 LAYERS) 3/4" FRT CDX EXTERIOR GRADE PLYWOOD

UNDERLAYMENT

SLIP SHEET

STANDING SEAM METAL PANEL, SEE DETAIL A2 / AE501 FOR INFO.

A2

AE501

STANDING SEAM METAL ROOF,

SEE DETAIL A1 / AE501 FOR

INFO.

T-TYPE DOWNSLOPE

PERIMETER EDGE-METAL

FLASHING

GUTTER BRACKET SUPPORT

8" W x 6" D SHEET METAL GUTTER

STIFFENING BAR

FOLD PANEL PANS TO ENGAGE EDGE METAL

AND ACCOMMODATE THEMAL MOVEMENT

(1/2")

EXISTING WOOD PURLINS &

WOOD PLANKS TO REMAIN

FRT 2x12 WOOD FASCIA (PTD TO MATCH)

NOTE: DEMOLISH EXISTING ROOF DOWN TO WOOD PLANKS

EXISTING EXTERIOR WALL

TO REMAIN

REPLACE WITH PT WOOD PLANKS AT EXPOSED RAFTER

ENDS

GUTTER LEAF GUARD

4" x 4" DOWNSPOUT (VERTICAL LEADER)

STANDING SEAM METAL ROOF,

SEE DETAIL A1 / AE501 FOR

INFO.

EXISTING WOOD PURLINS

& WOOD PLANKS TO

REMAIN

NOTE: DEMOLISH EXISTING

ROOF DOWN TO WOOD PLANKS

SEALANT TAPE

PREFORMED METAL CLOSURE

SET IN SEALANT TAPE AND

FASTENED - DO NOT SEAL

VERTICAL LEGS.

SEALANT TAPE

CONTINUOUS OFFSET CLEAT

SHEET-METAL HIP CAP

FASTENERS

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot 1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

Office of

Construction and Facilities Management

NORTH LEGEND

PLAN NORTH

BOILER ROOM FFE: 138' 7-1/2"

NEW CONTROL FFE: 142' 7-1/2"

MAIN OFFICE

MEZZANINE FFE: 153' 3-1/2"

BIM 360://16009 Alexandria Boiler Plant/16009 - ARCH - R2018.rvt

HDG PROJECT: 16009 AE501

WALL SECTIONS

BID DOCUMENTS

REPLACE BOILER PLANT &

STEAM DISTRIBUTION

SYSTEM

JUNE 14, 2019

ALEXANDRIA VA HEALTH CARE SYSTEM

PINEVILLE, LA

502-14-102V

- SHEET KEYNOTES

02.38 EXISTING STRUCTURAL STEEL TO REMAIN

02.39 EXISTING CONSTRUCTION TO REMAIN

03.01 CONCRETE FOUNDATIONS REF: STRUCTURAL

03.02 NEW CONCRETE SLAB ON COMPACTED BASE, SEE

STRUCTURAL

03.03 CONCRETE SLAB REF: STRUCTURAL

03.07 GRADE

03.11 SEALANT OVER PREFORMED EXPANSION JOINT FILLER

03.12 6" CLEAN GRAVEL

03.13 COMPACTED SOIL

04.14 8" CMU, SEE STRUCTURAL B4 / SB501

04.15 12" CMU, SEE STRUCTURAL

05.09 STEEL TRUSS REF: STRUCTURAL

05.19 METAL ROOF DECK

05.20 3-5/8" METAL STUDS

06.04 NEW 1x12 TREATED FASCIA

07.09 NEW PREFINISHED SHEET METAL GUTTER, SEE SHEET B1 /

AE501 (07 60 00)

07.10 PREFINISHED SHEET METAL DOWNSPOUT AND STRAPS. REF:

CIVIL FOR CONTINUATION AND ROUTING OF LEADERS TO

OUTFALL (07 60 00)

07.36 2" EXPANSION JOINT. BASIS OF DESIGN: FOR ROOF TO ROOF

AND ROOF TO WALL APPLICATIONS NYSTROM EWCF-200W.

FOR WALL TO WALL EXTERIOR APPLICATIONS USE

EWN-200MB COLOR TO MATCH EIFS. (800-547-2635,

WWW.NYSTROM.COM)

07.37 2" EIFS ON 7 5/8" CONCRETE MASONRY UNIT

07.38 PREFINISHED ALUMINUM COPING

07.39 RIGID ROOF INSULATION

07.40 SINGLE-PLY ROOF SYSTEM

07.41 RAIN LEADER

07.43 INSTALL NEW METAL STANDING SEAM ROOF OVER 30#

ROOFING FELT ON (4 LAYERS) 3/4" FRT CDX PLYWOOD

(EXTERIOR GRADE) OVER EXISTING WOOD PLANKS.

07.46 CONTINUOUS VAPOR BARRIER

07.48 BATT INSULATION

07.49 BITUMINOUS DAMPROOFING, TYPICAL

07.50 BITUMINOUS MODIFIED WATERPROOFING, TYPICAL

07.51 BITUMINOUS MASTIC SLOPE TO DRAIN, TYPICAL

08.18 NON-OPERABLE WINDOW

08.29 EXISTING WINDOW TO BE REFURBISHED.

09.05 SCH CEILING

09.18 NEW STEEL CATWALK WITH GUARDRAILS OFF OF MEZZANINE

STAIR INTERMEDIATE LANDING.

09.19 5/8" GWB

09.20 RATED PARTITION - SEE PLAN

26.06 ELECTRICAL EQUIPMENT.

32.14 6" CONCRETE FILLED STEEL PIPE BOLLARD

3/4" = 1'-0"

C1 NEW EXTERIOR WALL SECTION

3/4" = 1'-0"

C2 CORRIDOR WALL SECTION

3/4" = 1'-0"

D3 NEW WALL SECTION AT EXISTING BUILDING

1' 2' 3'01' 2' 3'01' 2' 3'01' 2' 3'0 3/4" = 1'-0"

D5 WALL SECTION AT BOILER ROOM

6" = 1'-0"

A2 METAL PANEL PROFILE

1" 2" 4"0 3"

1 1/2" = 1'-0"

A1 METAL PANEL ROOF DETAIL

0 1 1/2'1'1/2'

1 1/2" = 1'-0"

B1 METAL PANEL GUTTER DETAIL

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

B2 METAL PANEL - HIP CAP FLASHING

0 1 1/2'1'1/2'

No. Description Date

1 Amendment 2 2/03/2020 2 Amendment 6 4/09/2020

138' - 7 1/2"

BOILER ROOM

02.39

02.39

02.39

02.39

02.39

BOILER

ROOM

02.3902.39

02.39

AE503

D3

138' - 7 1/2"

BOILER ROOM

134' - 7 1/2"

PIT

02.39

02.39

02.39

I

03.07

07.37

04.15

PIT

1A114

3'

4"

1'

9" 05.02

12" CMU (RE:

STRUCTURAL

DETAIL

B4/SB501)

+ 3'-0"

TOP OF GRATING

GROUT CMU SOLID

REMOVEABLE

3 RAIL

PANELS

STEEL

POST &

CAP

8'

0" N

O M

IN

AL

2"

1.5" ANTI-SCALE

AIRSPACE

(TYP.)

STEEL

POST &

CAP

M

IN

3'

0"

CONCRETE (TYP.)

GRADE

8' - 0" O.C.

RAIL

BEAM POST CAP

20' - 0" GATE OPENING 10' - 2"

DETAIL A

DETAIL B

DETAIL C

8'

0"

FENCE POSTFENCE LINE

8"

10.5"

MOUNTING POSTS

POST

POST

FENCE LINE

FENCE POST

MOUNTING POST

FENCE POST

MOUNTING POSTS

4'

0"

CONCRETE (TYP.)

GRADE

DETAIL A

ISO VIEW ISO VIEW FRONT VIEW SIDE VIEW TOP VIEW

DETAIL B DETAIL C

3 RAIL

STEEL

POST &

CAP

8'

0" N

O M

IN

AL

2"

1.5" ANTI-SCALE

AIRSPACE

(TYP.)

STEEL

POST &

CAP

CONCRETE (TYP.)

GRADE

3' - 6"

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot 1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

Office of

Construction and Facilities Management

NO RATING

SMOKE RESISTIVE PARTITION - NON RATED

1 HOUR FIRE BARRIER

1 HOUR FIRE/SMOKE BARRIER

2 HOUR FIRE BARRIER

2 HOUR FIRE/SMOKE BARRIER

PARTITION GRAPHICS

NORTH LEGEND

PLAN NORTH

BOILER ROOM FFE: 138' 7-1/2"

NEW CONTROL FFE: 142' 7-1/2"

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE DEMOLISHED

PARTITION PHASING

INTERIOR PARTITION RATING

MAIN OFFICE

NEW PARTITION

MEZZANINE FFE: 153' 3-1/2"

BIM 360://16009 Alexandria Boiler Plant/16009 - ARCH - R2018.rvt

HDG PROJECT: 16009 AE502

WALL SECTIONS

BID DOCUMENTS

REPLACE BOILER PLANT &

STEAM DISTRIBUTION

SYSTEM

JUNE 14, 2019

ALEXANDRIA VA HEALTH CARE SYSTEM

PINEVILLE, LA

502-14-102V

GENERAL SHEET NOTES

3/4" = 1'-0"

D5 EXISTING WALL SECTION AT LOUVER INFILL

02.39 EXISTING CONSTRUCTION TO REMAIN

03.07 GRADE

04.15 12" CMU, SEE STRUCTURAL

05.02 STEEL RAILINGS (05 50 00)

07.37 2" EIFS ON 7 5/8" CONCRETE MASONRY UNIT

3/4" = 1'-0"

D3 EXISTING EXTERIOR WALL SECTION AT PIT

1' 2' 3'0 1' 2' 3'0

3/8" = 1'-0"

A1 SECURITY FENCE ELEVATION & SECTION

NOT TO SCALE

A3 SECURITY FENCE ISOMETRIC & RAIL SECTION

3/8" = 1'-0"

C1 SECURITY FENCE SLIDING GATE ELEVATION

0 6'4'2'

0 6'4'2'

NOT TO SCALE

D1 SECURITY FENCE SLIDING GATE DETAILS

3/8" = 1'-0" A2

SECURITY FENCE ELEVATION

SINGLE SWING GATE

0 6'4'2'

No. Description Date

1 Amendment 6 4/09/2020

W14X22

8"

05.2005.08

05.08

05.19

07.39

07.40

02.39

06.03

07.36

07.38

BEYOND

02.39

04.14

07.36

07.46

COMPACTED EARTH

NORMAL WEIGHT 3,000 PSI

MIN STRENGTH CONCRETE

4 x 4 PT WOOD POST

EQ EQ

1' - 4"

1'

0" 2'

6"

3'

6" 6"

CL

4 x 4 PT WOOD POST

2 x 8 PT WOOD DECK

SUPPORTS, 16" OC MAX, TYP

2 x 8 PT WOOD DECK

PLANKS

2 x 6 PT WOOD GUARDRAIL BASE

1-1/2" x 1-1/2" PT WOOD PICKETS, 5-3/8" OC MAX, SPACE BETWEEN EACH NO GREATER THAN 3-7/8"

4 x 4 PT WOOD POST

2 x 6 PT WOOD GUARDRAIL CAP

6 1/4"

3'

6"

1/

2"

SEE SPEC SECTION 061000

FOR DECK REQUIREMENTS

(2) 2x8 INTERMEDIATE

BEAMS @ 12'-0" MAX

SPACING

CL

11"

TREAD

11"

TREAD

11"

TREAD

11"

TREAD

1'-1 3/4"

2X12 PT

WOOD

STRINGER

1-1/2" DIA, GALV. STEEL PIPE

HANDRAIL ON CAST METAL

BRACKETS, 6'-0" OC MAX

FINISH GRADE

1-1/2" X 1-1/2" PT WOOD

PICKETS, 5-3/8" OC MAX,

SPACE BETWEEN EACH NO

GREATER THAN 3-7/8"

CAST METAL HANDRAIL BRACKET

CENTERED ON POST, ROTATED

TO ALIGN PERPENDICULAR TO

HANDRAIL

(2) 2X6 PT WOOD

TREADS, PAINTED

W/SKID-RESISTANT

COATING

4X4 PT

WOOD POST

CONC SIDEWALK

2X6 PT WOOD RAIL

CAP BEHIND HANDRAIL

2X16 PT CAP PLATE

1 1/2"

1" TYP.

1/8"

TYP.

R

IS

ER

S M

AX

" H

IG

H

E

AC

H

4' -0

" M

AX

3'

0"

NEW 1/4" SOLID SURFACE

SILL ADHERED TO EXISTING

SILL. USE FRT WOOD SHIMS

2"

SOLID SURFACE SKIRT

SOFTEN EDGES

STEEL WINDOW PANEL TO

BE REFURBISHED

EMBED ANGLE TO BE

STRIPPED, SANDED,

AND PAINTED

EMBED ANGLE TO BE

STRIPPED, SANDED,

AND PAINTEDSOLID SURFACE SKIRT

SOFTEN EDGES

NEW 1/4" SOLID SURFACE

SILL ADHERED TO EXISTING

SILL. USE FRT WOOD SHIMS

NEW LOUVER

STRIP, SAND, AND REPAINT

EMBED ANGLES IN PLACE

SOLID SURFACE SKIRT

SOFTEN EDGES

INSTALL 1/4" THICK SOLID

SURFACE SILL ON ALL WINDOW

SILLS. USE FRT WOOD SHIMS.

STEEL WINDOW PANEL TO

BE REFURBISHED

PROTECT HISTORIC FEATURES

DURING CONSTRUCTION

REPAINT WALLS

REMOVE CONCRETE SILL AT

LARGE WINDOWS BY CAREFULLY

CHIPPING AND SANDING TO

EXTRACT WINDOW PANELS

AT LARGE BAY WINDOWS,

REMOVE CENTER TEE FOR

BOILER INSTALLATION. REWELD

AFTER EQUIPMENT INSTALL.

STEEL WINDOW PANEL TO

BE REFURBISHED

REPAINT / REPLASTER

HEAD, JAMB, AND SILLS.

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot 1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

Office of

Construction and Facilities Management

NO RATING

SMOKE RESISTIVE PARTITION - NON RATED

1 HOUR FIRE BARRIER

1 HOUR FIRE/SMOKE BARRIER

2 HOUR FIRE BARRIER

2 HOUR FIRE/SMOKE BARRIER

PARTITION GRAPHICS

NORTH LEGEND

PLAN NORTH

BOILER ROOM FFE: 138' 7-1/2"

NEW CONTROL FFE: 142' 7-1/2"

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE DEMOLISHED

PARTITION PHASING

INTERIOR PARTITION RATING

MAIN OFFICE

NEW PARTITION

MEZZANINE FFE: 153' 3-1/2"

BIM 360://16009 Alexandria Boiler Plant/16009 - ARCH - R2018.rvt

HDG PROJECT: 16009 AE503

ENLARGED DETAILS

BID DOCUMENTS

REPLACE BOILER PLANT &

STEAM DISTRIBUTION

SYSTEM

JUNE 14, 2019

ALEXANDRIA VA HEALTH CARE SYSTEM

PINEVILLE, LA

502-14-102V

GENERAL SHEET NOTES

1 1/2" = 1'-0"

A5 ROOF EXPANSION JOINT DETAIL

0 1 1/2'1'1/2'

0 1 1/2'1'1/2'

0 1 1/2'1'1/2'

02.39 EXISTING CONSTRUCTION TO REMAIN

04.14 8" CMU, SEE STRUCTURAL B4 / SB501

05.08 STEEL FRAME REF: STRUCTURAL

05.19 METAL ROOF DECK

05.20 3-5/8" METAL STUDS

06.03 TREATED 2X WOOD BLOCKING

07.36 2" EXPANSION JOINT. BASIS OF DESIGN: FOR ROOF TO ROOF

AND ROOF TO WALL APPLICATIONS NYSTROM EWCF-200W.

FOR WALL TO WALL EXTERIOR APPLICATIONS USE

EWN-200MB COLOR TO MATCH EIFS. (800-547-2635,

WWW.NYSTROM.COM)

07.38 PREFINISHED ALUMINUM COPING

07.39 RIGID ROOF INSULATION

07.40 SINGLE-PLY ROOF SYSTEM

07.46 CONTINUOUS VAPOR BARRIER

1" = 1'-0"

D1 POST FOUNDATION DETAIL

1" = 1'-0"

C1 GUARDRAIL @ DECKING DTL.

2'1'0 1/2'

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

B1 STAIR @ DECKING DTL.

2'1'0 1/2'

No. Description Date

1 Amendment 6 4/09/2020

1 1/2" = 1'-0"

C3 TYP. SILL DETAIL

1 1/2" = 1'-0"

D3 SILL DETAIL - LARGE BAY LOUVER

1 1/2" = 1'-0"

D5 SILL DETAIL - LARGE BAY WINDOW

1 1/2" = 1'-0"

C5 TYP. HEAD DETAIL

0 1 1/2'1'1/2'

0 1 1/2'1'1/2'

DOOR SIZES

MARK WIDTH HEIGHT

A 1' - 6" 6' - 8"

B 2' - 0" 6' - 8"

C 2' - 2" 6' - 8"

D 2' - 4" 6' - 8"

E 2' - 6" 6' - 8"

F 2' - 8" 6' - 8"

G 2' - 10" 6' - 8"

H 3' - 0" 6' - 8"

I 3' - 2" 6' - 8"

J 3' - 4" 6' - 8"

K 3' - 8" 6' - 8"

L 3' - 10" 6' - 8"

M 3' - 8 1/2" 7' 11 3/4"

N 2' - 0"

O 2' - 2"

P 2' - 4"

Q 2' - 6"

R 2' - 8"

S

T

3' - 0"

U

V

3' - 4"

W

3' - 8"

X

3' - 10"

Y 3' - 0" 8' - 0"

MARK WIDTH HEIGHT

Z

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

3' - 6"

4' - 0"

1' - 6" 10' - 10"

0' - 9"

1'

0"

3'

6"

0' - 9"

0' - 9"

3'

6"

0'

9"

0' - 9"

12" MAX

0' - 9"

1'

6"0'

7"

0' - 9" MIN 0' - 9" MIN

0'

9" 1'

0"

0'

9"

0' - 9" 0' - 9"

2'

0" 4'

3"

MUNTINS AS

REQ'D

T.A. OR W/F

LOUVER SIZE AS

REQ'D

100 SQ IN MAX

4"x25"

T.A. OR W/F

M

'A' LABEL

180 MINUTE

'B' LABEL

90 MINUTE

100 IN2 MAX

4"x25"

'F' GLASS

SHELF

'B' LABEL

90 MINUTE

'C' LABEL

45 MINUTE

DUTCH DOOR

15/1

7LEAD LINED

8"x10" LEAD

GLASS IF

REQ'D (DR 15)

RAY PROOF

L IF REQ'D

(DR 15)

SOUND RATED

DETENTION TYPE

LOUVERS

AS REQ'D

SECURITY VAULT

DOOR

SECURITY DOOR

SECURITY

RM DR

INEGRATED

DOOR

ASSEMBLY

40 42

INEGRATED

DOOR

ASSEMBLY

1296 SQ IN MAX

EACH LEAF 4"x25"

'F' GLASS

COMBINATION

LOCK & HANDLE

T.A. VIEWER

DOOR MODIFICATIONS (APPLICATION CODES)

A LAMINATED GLAZING

D DOUBLE GLAZED TEMPERED GLASS

H ELECTRIC HOLD

L LOUVER

LP LIGHT PROOF LOUVER

M MECHANICAL SEAL FOR LIGHT PROOF AND

SOUND RETARDING DOOR

T TEMPERED GLASS

U UNDERCUT 1"

V LEAD GLASS

W WIRE GLASS

SD SLIDING DOOR (SEE PLAN FOR CLEAR OPENING)

DOOR NOTES:

1. ALL DOORS SHALL BE FLUSH - 1 3/4" THICK

UNLESS NOTED OTHERWISE

2. TOP AND SIDE RAILS SHALL BE 9" MIN.

BOTTOM RAILS SHALL BE 12" MIN.

3. DOOR TYPES 7,8, & 9 SHALL NOT BE USED

FOR OPPOSING DOORS.

4. EVEN NUMBERS ARE METAL; ODD NUMBER

ARE SOLID CORE WOOD.

5. NOT ALL DOOR TYPES ARE USED.

GLASS OR

LOUVER

REQUIRED BY

MODIFICATION

GLASS OR

LOUVER

REQUIRED BY

ELEVATION TYPE

5'

0"

5'

0"

GENERAL NOTES

A. CONTRACTOR IS RESPONSIBLE FOR

COORDINATING DOORS, DOOR

FRAMES, AND HARDWARE.

B. HARDWARE SUPPLIER IS RESPONSIBLE

FOR BUILDING CODE AND FIRE RATED

DOOR REQUIREMENTS.

C. ALL FIRE RATED DOORS SHALL HAVE

APPLIED U.L. LABEL ON HINGE SIDE. IF

DOOR IS RATED, THEN FRAME ALSO

REQUIRES MATCHING UL LABEL.

D. FRAME SIZES TO BE COORDINATED

WITH PARTITION WIDTHS ON THE JOB

SITE BY CONTRACTOR.

E. PROVIDE TWO (2) 16 GAUGE METAL

STUDS AT ALL DOOR JAMBS AND

PARTITION CORNERS.

F. GLASS SHALL BE PERMANENTLY

MARKED TO INDICATE THAT IT IS

TEMPERED.

G. AFTER INSTALLATION OF EACH

HOLLOW METAL DOOR FRAME, MARK

THE ROOM NUMBER ON THE INTERIOR

AND EXTERIOR OF THE FRAME WITH

INK THAT WILL NOT BE VISIBLE AFTER

THE SPECIFIED FINISHING IS

COMPLETED.

H. WOOD VENEER AND FINISH TO MATCH

FACILITY STANDARDS.

AS SCH

AS

S

C H

AD

J U

ST

C M

U T

O C

O U

R S E

2"

2" 2" AS SCH

AS

S

C H

2"

2" 2"

1 2

AS SCH2" 2"

AS

S

C H

AS SCH

AS

S

C H

AD

J U

ST

C M

U T

O C

O U

R S E

2"

2" 2"

8"

1' - 0"

T

AS SCH

AS

S

C H

CW

AL

WIDE STILE ALUMINUM

ENTRANCE

HOLLOW

METAL

HOLLOW

METAL

POCKET DOOR

HOLLOW

METAL w/ SIDE

LITE

2-SIDED

HOLLOW

METAL

ALUMINUM

CURTAIN WALL

REF: GI011 FOR

CURTAIN WALL

TYPES

NEW CONTROL

143' - 7 1/2"

2"2' - 8"2"

3' - 0"

IG #1

2" 3'

8"

2" 3'

0"

4'

0"

1 2 A

T, 90 MIN.

DOOR SYMBOL

FRAME TYPE

(JAMB DETAIL) DOOR TYPE

DOOR RATING

DOOR SIZE DOOR MODIFICATION

DOOR RATINGS

UL LABEL RATING (HRS) RATING (MIN.) MAX. GLASS AREA

A 3 HR 180 MIN. 100 SQUARE INCHES PER LEAF

B 1 1/2 HR 90 MIN. 100 SQUARE INCHES PER LEAF

C 3/4 HR 45 MIN. 1296 SQUARE INCHES PER LEAF

D 1 1/2 HR 90 MIN. REFER TO LOCAL CODES

E 3/4 HR 45 MIN. REFER TO LOCAL CODES

1/3 HR 20 MIN. 1296 SQUARE INCHES PER LEAF

S SMOKE SMOKE

UL LABLES D AND E ARE FOR EXTERIOR DOORS THAT ARE SUBJECT TO FIRE HAZARDS FROM

THE OUTSIDE OF THE DOOR.

LOUVER

GENERATOR

EQ EQ

8' - 0"

8'

0"

BOILER RM LEVEL

138' - 7 1/2"

± 7' - 4 7/8" V.I.F.

0" V

.I.

F.

3'

0"

V .I.

F.

T.O. GRATING

141' - 7 1/2"

D5

AE502

D3

AE503

BOILER RM LEVEL

138' - 7 1/2"

NEW CONTROL

143' - 7 1/2"±

3'

6" V

.I.

F.

4'

0"

V .I.

F.± 7' - 3" V.I.F.

02.68

2" 3'

2"

2"3' - 8"2"3' - 8 1/8"2"3' - 7 7/8"2"

11' - 8"

MG

#1

MG

#1

MG

#1

T.O. GRATING

141' - 7 1/2"

3'

6"

4'

2" 2'

6"

2'

0" 3'

0"

LINE OF EXISTING

DEMO'D WINDOW

SHOWN FOR CLARITY

3' - 4"

4'

0" 3'

0"

2" 3' - 0" 2"

2" 3'

8"

2"

FG #1

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot 1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

Office of

Construction and Facilities Management

MAIN OFFICE

BIM 360://16009 Alexandria Boiler Plant/16009 - ARCH - R2018.rvt

HDG PROJECT: 16009 AE601

DOOR SCHEDULES & WINDOW

LOUVER DETAILS

BID DOCUMENTS

REPLACE BOILER PLANT &

STEAM DISTRIBUTION

SYSTEM

JUNE 14, 2019

ALEXANDRIA VA HEALTH CARE SYSTEM

PINEVILLE, LA

502-14-102V

DOOR SCHEDULE

DOOR NO SIZE

DOOR FRAME

RATING HW SIGN REMARKSTYPE MAT'L TYPE MAT'L

1A100.1 YY 2 HM 1 HM SH-9 CR

1A100.5 S 2 HM 1 HM SH-3 CR

1A100.6 S 8 HM 1 HM 90 MIN. SH-3D CR

1A100.7 S 8 HM 1 HM 90 MIN. 1R

1A101.2 S 2 HM 1 HM 5

1A103.1 S 1 WD 1 HM 5G

1A104.1 S 1 WD 1 HM 2

1A105.1 S 1 WD 1 HM 3E

1A106.1 S 7 WD 1 HM 90 MIN. 3H

1A106.2 S 7 WD 1 HM 90 MIN. 3H

1A107.1 S 1 WD 1 HM 5D CR

1A108.1 S 1 WD 1 HM 3E

1A109.1 S 4 WD 1 HM 5

1A110.1 S 19 HM 1 HM

1A111.1 S 8 HM 1 HM 90 MIN. 5

1A113.1 S 1 WD 1 HM 5

1A116.1 S 2 HM 1 HM 11

110.4 WD HM

114.2 114.5 114.8 114.12 114.15 114.18 114.21

254 WD HM

E3 SS 2 HM 1 HM SH-9 CR

E4 SS 2 HM 1 HM SH-9

E5 SS 2 HM 1 HM SH-9

E6 S 2 HM 1 HM SH-3 CR

1/4" = 1'-0"

C2 DOOR AND FRAME TYPES

W2

DOOR SYMBOL LEGEND

1/4" = 1'-0"

D5 LOUVERS

1/4" = 1'-0"

D3 HOLLOW METAL WINDOW ELEVATIONS

W1

02.68 INFILL EXISTING WALL OPENING WITH MASONRY -

SEE STRUCTURAL (TYP) AND ADD LAYERS OF GWB

TO FLUSH WITH ADJACENT FINISH.

- SHEET KEYNOTES

2'0 4' 8'2'0 4' 8'

MG #1 LAMINATED SAFETY GLASS, BLAST RESISTANT. BASIS OF DESIGN: KRIEGER WIN - KBR -3.0 (WITH CUSTOM FRAME)

FG #1 FIRELITE GLASS - RATED 2 HOURS

IG #1 SEE SPEC SECTION 08 52 13

GLAZING TYPE CLARIFICATION

W3

OCTOBER 18, 2019

No. Description Date

1 Amendment 2 2/03/2020 2 Amendment 6 4/09/2020

BOILER RM LEVEL

138' - 7 1/2"

08.27

08.28

OPERABLE

VENTILATOR

(6 QTY)

EXISTING WINDOW TO BE REFURBISHED

D5

AE501

C5

AE503

D5

AE503

12' - 11" F.V.

0"

F .V

BOILER RM LEVEL

138' - 7 1/2"

EXISTING WINDOW TO BE RECONSTRUCTED FROM

DEMOLISHED WINDOWS

OPERABLE

VENTILATOR

C3

AE503

C5

AE503

7' - 4" F.V.

4'

2" F

.V

BOILER RM LEVEL

138' - 7 1/2"

OPERABLE

VENTILATOR

EXISTING WINDOW TO BE REFURBISHED

C5

AE503

C3

AE503

7' - 4" F.V.

4'

2" F

.V

BOILER RM LEVEL

138' - 7 1/2"

08.27

08.28

OPERABLE

VENTILATOR

(6 QTY)

EXISTING WINDOW TO BE REFURBISHED

D5

AE501

D5

AE503

C5

AE503

12' - 11" F.V.

0"

F .V

BOILER RM LEVEL

138' - 7 1/2"

08.27

08.28

OPERABLE

VENTILATOR

(6 QTY)

EXISTING WINDOW TO BE REFURFISHED

D5

AE501

D5

AE503

C5

AE503

12' - 11" F.V.

0"

F .V

BOILER RM LEVEL

138' - 7 1/2"

OPERABLE

VENTILATOR

EXISTING WINDOW TO BE REFURBISHED

C5

AE503

C3

AE503

7' - 4" F.V.

4'

2" F

.V

MEZZANINE LEVEL

153' - 3 1/2"

OPERABLE

VENTILATOR

EXISTING WINDOW TO BE REFURBISHED

C3

AE503

C5

AE503

3' - 2" F.V.

4'

F.

V.

MEZZANINE LEVEL

153' - 3 1/2"

EXISTING WINDOW TO BE RECONSTRUCTED FROM

DEMOLISHED WINDOWS

C5

AE503

C3

AE503

3' - 2" F.V.

3'

6" F

.V

MEZZANINE LEVEL

153' - 3 1/2"

OPERABLE

VENTILATOR

FULL TILT

OPERATION

FULL TILT

OPERATION

OPERABLE

VENTILATOR

EXISTING WINDOW TO BE REFURBISHED

C5

AE503

C3

AE503

4'

F.

V.

3' - 2" F.V.

MEZZANINE LEVEL

153' - 3 1/2"

EXISTING WINDOW TO BE REFURBISHED

C5

AE503

C3

AE503

3'

6" F

.V

3' - 2" F.V.

MEZZANINE LEVEL

153' - 3 1/2"

EXISTING WINDOW TO BE REFURBISHED

C5

AE503

C3

AE503

3' - 2" F.V.

4'

F.

V.

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot 1 2 3 4 5

Drawing Title:Seal:

FULLY SPRINKLERED

ARCHITECT / ENGINEERS:

Project Title:

Date:

Project Number:

Drawing Number:

Drawn:Checked:

Building Number:

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

Location:

CONSULTANTS:

Office of

Construction and Facilities Management

MAIN OFFICE

BIM 360://16009 Alexandria Boiler Plant/16009 - ARCH - R2018.rvt

HDG PROJECT: 16009 AE603

WINDOW ELEVATIONS

BID DOCUMENTS

REPLACE BOILER PLANT &

STEAM DISTRIBUTION

SYSTEM

JUNE 14, 2019

ALEXANDRIA VA HEALTH CARE SYSTEM

PINEVILLE, LA

502-14-102V

E3E4E5 E2 E1E6

E7E9 E8E10E11

No. Description Date

1 Amendment 6 4/09/2020

2'0 4' 8'

A. ALL EXISTING WINDOWS TO BE REFURBISHED AND

RECONSTRUCTED.

B. IT IS REQUIRED TO REUSE DEMOLISHED WINDOWS ON WEST

ELEVATION FOR NEW PARTS AND SEGMENTS.

C. ALL EXISTING WINDOWS TO BE REGLAZED WITH NEW GLASS

TYPE IL-2.

D. ALL EXISTING STEEL WINDOWS TO BE REMOVED FOR

RERURBISH WORK. IN SHOP, SANDBLAST WINDOW FRAMES

AND REPAINT. REGLAZE, REINSTALL, REINSTALL HARDWARE.

SEPARATELY, WHILE WINDOWS ARE REMOVED, SANDBLAST

AND REPAINT EMBED ANGLES, PRIOR TO REINSTALLING

REFURBISHED WINDOWS.

E. TYPICAL PAINT COLOR IS WHITE.

F. ALL WINDOW CHAINS, LATCHES, WEIGHTS, HINGES, HANDLES

AND OTHER WINDOW HARDWARE TO BE RECONDITIONED,

REPAINTED AND RE-INSTALLED TO OPERATING CONDITION.

HARDWARE FROM DEMO'ED WINDOWS TO BE REUSED

WHERE POSSIBLE. IF HARDWARE IS UNAVAILABLE, SOURCE

FROM ARCHITECTURAL SALVAGE COMPANIES FOR

HISTORICAL ACCURACY.

G. REMOVE ALL RUST PRIOR TO REPAINTING.

H. ALL EXISTING AND NEW WINDOWS TO RECEIVE SOLID

SURFACE WINDOW SILL.

I. ALL EXISTING AND NEW WINDOWS TO RECEIVE NEW PLASTER

REPAIR/PAINT TO SURROUNDING HEAD, JAMBS AND WALLS.

J. GLASS TYPE IL-2:

1. OUTDOOR LITE: CLEAR FULLY TEMPERED, LAMINATED

FLOAT GLASS, 6 MM THICK.

2. 7-MIL ANTI-SHATTER FILM

3. INTERIOR LITE: CLEAR FULLY TEMPERED, LAMINATED

FLOAT GLASS, 6 MM THICK.

4. VISIBLE LIGHT TRANSMITTANCE: 70 PERCENT

MINIMUM.

5. SOLAR HEAT GAIN COEFFICIENT: .33 MAXIMUM

6. SAFETY GLAZING LABEL REQUIRED.

7. WINDBORNE DEBRIS-RESISTANCE GLAZING UNIT

REQUIRED.

8. BLAST RESISTANCE: PROVIDE UNITS MEETING THE

FOLLOWING: PERFORMANCE CONDITION 1.

GENERAL SHEET NOTES

08.27 REMOVE EXISTING STRUCTURAL TEE SUPPORTS FOR

INSTALLATION OF NEW BOILERS. REINSTALL AND REWELD TO

ORIGINAL CONDITION AFTER BOILER INSTALLATION.

08.28 CAREFULLY DEMO INTERIOR CEMENTITIOUS WINDOW SILL

PRIOR TO REMOVING WINDOW. INSTALL NEW SILL.

- SHEET KEYNOTES

1/4" = 1'-0"

D3 WINDOW ELEVATIONS