36C25018B0817-005.pdf

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

EXIST.

EXIST.

A850

ELECTRICAL A847

ELECTRIC

A843

SERVICE ELEV

A830

MEN'S RESTROOM

A830A

WOMEN'S

RESTROOM

A838

PIMS

B803

OFFICE

B804

OFFICE

A837

ACOS

A831A

FELLOWS ROOM

B824

OFFICE

B826

OFFICE

B825

OFFICE

B827

OFFICE

B828

OFFICE

B829

EXAM

A839

CACS &

INFOMATICS

A845

FLOAT

A846

Q. MGMT.

A842

SWING OFFICE

A844

FLOAT

A841

UTILIZ. MGMT.

B802

OFFICE

B801

OFFICE

B800

OFFICE

A848

SWING OFFICE

A843B

COPY/BREAK

CORRIDORA843A

COMMUNICATIONS

B805

HAC

A846A

TEAM ROOM

A

C O

M M

8' - 0"

STAIR1

STAIR

STAIR

8' - 0"

ALTD-7

AI530

J

J

K

K

IH''F''E''

L

L

13 13

12 12

11 11

10 10

9 9

5 5

6 6

G'F' POM

M

N QE' H'C' D' SR

4' 4'

7' 7'

8 8

J'

J'

3.9 3.9

K'

K'

CUR

CUR

TYP.

AI530

TYP.

AI530

TYP.

AI530

TYP.

AI530

TYP.

AI530

TYP.

AI530

TYP.

AI530

TYP.

REFLECTED CEILING PLAN LEGEND

AREAS TO BE SUSPENDED ACOUSTIC CEILING

AREAS OF EXISTING SUSPENDED ACOUSTIC TILE TO

BE REWORKED DUE TO NEW CONSTRUCTION.

AREAS TO BE FINISHED GYPSUM BOARD CEILING

FLUORESCENT LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

SUPPLY DIFFUSER - SEE MECHANICAL DRAWINGS

EXHAUST DIFFUSER - SEE MECHANICAL DRAWINGS

INDUSTRIAL LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

CEILING MOUNTED EXIT SIGN - SEE ELECTRICAL DRAWINGS

PENDANT LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

RECESSED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

CEILING HEIGHT ABOVE FINISHED FLOOR

8'-0"

GENERAL NOTES - CEILING PLAN

1. ELECTRICAL AND MECHANICAL FIXTURES AND DUCTWORK ARE SHOWN FOR REFERENCE ONLY.

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS.

2. REFER TO FINISH SCHEDULE FOR CEILING FINISHES.

RETURN AIR DIFFUSER - SEE MECHANICAL DRAWINGS

ALTERNATE DEDUCT LEGEND

ALTD-1: Provide solid resin tile flooring in lieu of terrazzo flooring. Terrazzo flooring in rooms CB184, CB184A, CB184C, and B184 to be 36” x 36” homogeneous solid resin resilient tile. Refer to specifications and sheets ID001, ID002, and ID101.

ALTD-2: Alternate to be 1 CAT 6A drop in lieu of 2 CAT 6A drops. Refer to

Telecommunications sheets, TC100, TC101, and TC108.

ALTD-3: All work pertaining to the renovations of rooms BB76, BB77, and BB77C in the

Basement. Sheets AD100, AE100, AE100B, AC120, ID001, ID002, ID100, FX200, FA100, FA200, MH100B, MP100B, ED100, EP100B, EL100B, TC100, TY100. Alternate: Existing to remain.

ALTD-4: Replacement of existing doors on 8th floor, Base Bid: Existing doors to be replaced, existing frames to remain. Refer to sheets AD108A, AD108B, AE108A, AE108B, and AI600. Alternate: Existing doors and frames to remain.

ALTD-5: All work associated with Corridor C8-2, C8-4, C8-5, C800, C801, C803, C803A and C804. Sheets AD108B, AE108B, AC128B, AI428, AW001, AW002, AW108, ID001, ID003, ID108B, FX108, FX208, FA108, FA208, PD108B, PL108B, MD108B, MH108B, MP108B, ED108B, EP108B, EL108B, and TC108. Alternate: Existing to remain.

ALTD-6: Light fixture alternate. Refer to Electrical Lighting Fixture Schedule, sheet E601.

ALTD-7: All work associated with Toilet Rooms A830 and A830A. Refer to sheets

AD108A, AE108A, AC128A, AI428, ID108A, FX108, FX208, FA108, FA208, PD108A, PL108A, MD108A, MH108A, MP108A, ED108A, EP108A, EL108A, and TC108. Alternate: Existing to remain, no new work.

ALTD-8: All work pertaining to rooms BB108 and BB118A. Remove rooms BB108 and

BB118A, floor slab, finishes, roof slab, roofing, roof drain, lighting, and power.

ALTD-9: All work pertaining to the removal/replacement of plaster, drywall and cavity insulation at exterior walls on the 8th floor renovations. Sheets AD108A, AD108B, AE108A, AE108B, and AE324. Alternate: Existing exterior wall(interior finish) to remain.

ALTD-10: All work pertaining to the removal and replacement of the existing exterior windows and window sills within the 8th floor renovations. Sheets AD108A, AD108B, AE108A, AE108B, and AI600. Alternate: Existing windows and sills to remain.

ALTD-11: All work pertaining to the furnishing and installation of the sunshade on the west elevation of the new addition. Sheets SS102A, SS503, AE200, AE300, and AE323.

Alternate: No sunshade.

NORTH

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

REFLECTED CEILING PLAN -

8TH FLOOR UNIT A

1811 4 Mile Rd N.E., Grand Rapids, MI 49525 www.progressiveae.com

616 361 2664 OFFICE 616 361 1493 FAX

architecture +engineering

SEVEN

GENERATIONS

4664 Campus Drive, Suite 101

Kalamazoo, MI 49008

P: 269.927.0144 www.7GenAE.com

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: XXXXXX FILE NAME: TITL-BLK-3042-VA.DWG

Office of

Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o n e o e q u a rt e r in c h o th re e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

68 East Michigan Ave.

Battle Creek, MI 49017

P: 269.224.3182 www.wbkengineering.com

451 Hungerford Dr. 4th Floor

Rockville, MD 20850

P: 301.770.3520 F: 301.770.3521 www.nikasolutions.com

AC128A

506-330

ANN ARBOR VAMC

OCT. 27, 2017

1W

JRB JK

REFLECTED CEILING PLAN -

8TH FLOOR UNIT A

EXPAND 8TH FLOOR

MENTAL HEALTH

U N

IT

B

U N

IT

A

U N

IT

B

U N

IT

A

205REVISIONS DATE

KEY PLAN

8' - 0" 8' -

0"

8' - 0"

8' - 0"

8' - 10"

8' - 6"

8' - 10"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0" 8' -

0"

B804

OFFICE

B812

COMMUNICATIONS

C800

RESTROOM

C801

RESTROOM

C804

CONFERENCE/MEDIATION

B818

CARE CORD.

B815

TEAM ROOM

B814

SHARED OFFICE

B810

LARGE CONF.

B807

BLUE TEAM

B806

COPY

B820

OFFICE

B821

SHARED OFFICE

B822

SECRETARY

B824

OFFICE

B825

OFFICE

C803

OFFICE

C803A

EEO PROGRAM

MANAGER

B822a

CHIEF

C8-2

CORRIDOR

B816

KITCHENETTE

B805

HAC

STAIR

STAIR

B813

ELECTRICAL

7' - 6"

ALTD-5

AI530

AI530

AI530

SIM

J

J

K

K

17 17

H''F''

16 16

15 15

L

L

B C D E F G H

M

M

J'

J'

K'

K'

1.9

B.3

1.7

4.1

AI530

TYP.

AI530

TYP.

AI530

TYP.

AI530

TYP.

AI530

TYP.

REFLECTED CEILING PLAN LEGEND

AREAS TO BE SUSPENDED ACOUSTIC CEILING

AREAS OF EXISTING SUSPENDED ACOUSTIC TILE TO

BE REWORKED DUE TO NEW CONSTRUCTION.

AREAS TO BE FINISHED GYPSUM BOARD CEILING

FLUORESCENT LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

SUPPLY DIFFUSER - SEE MECHANICAL DRAWINGS

EXHAUST DIFFUSER - SEE MECHANICAL DRAWINGS

INDUSTRIAL LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

CEILING MOUNTED EXIT SIGN - SEE ELECTRICAL DRAWINGS

PENDANT LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

RECESSED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS

CEILING HEIGHT ABOVE FINISHED FLOOR

8'-0"

GENERAL NOTES - CEILING PLAN

1. ELECTRICAL AND MECHANICAL FIXTURES AND DUCTWORK ARE SHOWN FOR REFERENCE ONLY.

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS.

2. REFER TO FINISH SCHEDULE FOR CEILING FINISHES.

RETURN AIR DIFFUSER - SEE MECHANICAL DRAWINGS

ALTERNATE DEDUCT LEGEND

ALTD-1: Provide solid resin tile flooring in lieu of terrazzo flooring. Terrazzo flooring in rooms CB184, CB184A, CB184C, and B184 to be 36” x 36” homogeneous solid resin resilient tile. Refer to specifications and sheets ID001, ID002, and ID101.

ALTD-2: Alternate to be 1 CAT 6A drop in lieu of 2 CAT 6A drops. Refer to

Telecommunications sheets, TC100, TC101, and TC108.

ALTD-3: All work pertaining to the renovations of rooms BB76, BB77, and BB77C in the

Basement. Sheets AD100, AE100, AE100B, AC120, ID001, ID002, ID100, FX200, FA100, FA200, MH100B, MP100B, ED100, EP100B, EL100B, TC100, TY100. Alternate: Existing to remain.

ALTD-4: Replacement of existing doors on 8th floor, Base Bid: Existing doors to be replaced, existing frames to remain. Refer to sheets AD108A, AD108B, AE108A, AE108B, and AI600. Alternate: Existing doors and frames to remain.

ALTD-5: All work associated with Corridor C8-2, C8-4, C8-5, C800, C801, C803, C803A and C804. Sheets AD108B, AE108B, AC128B, AI428, AW001, AW002, AW108, ID001, ID003, ID108B, FX108, FX208, FA108, FA208, PD108B, PL108B, MD108B, MH108B, MP108B, ED108B, EP108B, EL108B, and TC108. Alternate: Existing to remain.

ALTD-6: Light fixture alternate. Refer to Electrical Lighting Fixture Schedule, sheet E601.

ALTD-7: All work associated with Toilet Rooms A830 and A830A. Refer to sheets

AD108A, AE108A, AC128A, AI428, ID108A, FX108, FX208, FA108, FA208, PD108A, PL108A, MD108A, MH108A, MP108A, ED108A, EP108A, EL108A, and TC108. Alternate: Existing to remain, no new work.

ALTD-8: All work pertaining to rooms BB108 and BB118A. Remove rooms BB108 and

BB118A, floor slab, finishes, roof slab, roofing, roof drain, lighting, and power.

ALTD-9: All work pertaining to the removal/replacement of plaster, drywall and cavity insulation at exterior walls on the 8th floor renovations. Sheets AD108A, AD108B, AE108A, AE108B, and AE324. Alternate: Existing exterior wall(interior finish) to remain.

ALTD-10: All work pertaining to the removal and replacement of the existing exterior windows and window sills within the 8th floor renovations. Sheets AD108A, AD108B, AE108A, AE108B, and AI600. Alternate: Existing windows and sills to remain.

ALTD-11: All work pertaining to the furnishing and installation of the sunshade on the west elevation of the new addition. Sheets SS102A, SS503, AE200, AE300, and AE323.

Alternate: No sunshade.

NORTH

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

REFLECTED CEILING PLAN -

8TH FLOOR UNIT B

1811 4 Mile Rd N.E., Grand Rapids, MI 49525 www.progressiveae.com

616 361 2664 OFFICE 616 361 1493 FAX

architecture +engineering

SEVEN

GENERATIONS

4664 Campus Drive, Suite 101

Kalamazoo, MI 49008

P: 269.927.0144 www.7GenAE.com

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: XXXXXX FILE NAME: TITL-BLK-3042-VA.DWG

Office of

Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

68 East Michigan Ave.

Battle Creek, MI 49017

P: 269.224.3182 www.wbkengineering.com

451 Hungerford Dr. 4th Floor

Rockville, MD 20850

P: 301.770.3520 F: 301.770.3521 www.nikasolutions.com

AC128B

506-330

ANN ARBOR VAMC

OCT. 27, 2017

1W

JRB JK

REFLECTED CEILING PLAN -

8TH FLOOR UNIT B

EXPAND 8TH FLOOR

MENTAL HEALTH

U N

IT

B

U N

IT

A

U N

IT

B

U N

IT

A

BUILDING 22

AE300

AE300

AE301

AE301

AE301

J

J

K

K

I

22'

H''F''E''

L

G'F'E' H'

K'

K'

AE301

AE301

AE301

B.3

AE140

RDOD

RDOD

SL

O

P E

/4

'-0

SL

O

P E

/4

'-0

SL

O

P E

/4

'-0

SL

O

P E

/4

'-0

OD

RD

UNIT

'A'

UNIT

'B'

UNIT

'A'

UNIT

'B'

1.7

RD

ROOFTOP VENTILATOR;

REFER TO MECHANICAL

DRAWINGS

ROOFTOP CONDENSING UNIT;

REFER TO MECHANICAL

ROOFTOP UNIT; REFER TO

MECHANICAL DRAWINGS

EXHAUST AIR; REFER TO

MECHANICAL DRAWINGS

ROOF ACCESS LADDER, HIGH

ROOF TO LOW ROOF

ROOF ACCESS LADDER

TO HIGH ROOF W/

SECURITY ACCESS AT

GRADE

SLIP-RESISTANT WALKWAY

PAD/ROLL PER MFTR'S

STANDARDS, TYP.

ALTD-8

RD

SL

O

P E

/4

'-0

1.91.9

4.1

4.1

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

I

EXTEND AND PATCH EXISTING

CORRIDOR CONNECTOR ROOF

W/ MATCHING EXISTING ADJ.

CONSTRUCTION, REFER TO

STRUCTURAL & DETAILS

ROOF PLAN LEGEND

NEW ROOF DRAIN

OVERFLOW DRAIN

EXISTING EXHAUST FAN (E.F.) OR RELIEF VENT (R.V.) IN ROOF AREA

INDICATES ROOF PITCH

RUBBER ROOF WALKWAY TRAFFIC PAD- ADHERE PAD TO ROOF MEMBRANE

TYPICAL ROOF IS (FULLY ADHERED) SINGLE-PLY MEMBRANE ROOFING ON RIGID

INSULATION ON METAL DECK.

GENERAL NOTES - ROOF PLAN

1. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF PLUMBING VENTS, FLASH AS SPECIFIED.

2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS.

3. TYPICAL ROOF IS (FULLY ADHERED) SINGLE-PLY MEMBRANE ROOFING ON RIGID INSULATION

ON METAL DECK OR CONCRETE DECK. (PROVIDE TAPERED INSULATION TO CREATE SLOPES TO

DRAINS)

4. TAPERED INSULATION LAYOUTS ARE SCHEMATIC ONLY. FINAL LAYOUT FOR THE PROPOSED

AREA SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. MINIMUM 1/4" PER FOOT SLOPE AT ALL NEW LOW SLOPE ROOF AREAS.

6. MINIMUM 1/8" PER FOOT SLOPE AT ALL EXISTING RE-ROOF LOW SLOPE ROOF AREAS.

7. REFER TO PLUMBING SHEETS FOR ROOF DRAIN DETAILS AND INFORMATION.

R.D.

O.D

E.F.

TAPERED INSULATION

18 18

G'

AE301

B.3

RD

SL

O

P E

1.7

1.91.9

C

C

1811 4 Mile Rd N.E., Grand Rapids, MI 49525 www.progressiveae.com

616 361 2664 OFFICE 616 361 1493 FAX

architecture +engineering

SEVEN

GENERATIONS

4664 Campus Drive, Suite 101

Kalamazoo, MI 49008

P: 269.927.0144 www.7GenAE.com

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: XXXXXX FILE NAME: TITL-BLK-3042-VA.DWG

Office of

Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

68 East Michigan Ave.

Battle Creek, MI 49017

P: 269.224.3182 www.wbkengineering.com

451 Hungerford Dr. 4th Floor

Rockville, MD 20850

P: 301.770.3520 F: 301.770.3521 www.nikasolutions.com

AE140

506-330

ANN ARBOR VAMC

OCT. 27, 2017 JRB JLK

ROOF PLAN EXPAND 8TH FLOOR

MENTAL HEALTH

NORTH

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

ROOF PLAN

1W

SCALE: 1/4" = 1'-0"AE140

ROOF PLAN - CANOPY ROOF01

1W

GALVANIZED

B-LINE

CLAMP (B-

3252)

PIPING

(TYPICAL)

UNISTRUT

NUT

4x4

REDWOOD

RAIL

FELT

PAD

ROOFIN

G

GALVANIZED

UNISTRUT (P-

1000) LENGTH

AS REQ'D.

GALVANIZED

OR BRASS

SCREWS

INSTALLATION NOTES:

1. LEAVE PIPE CLAMPS SLIGHTLY LOOSE TO

ALLOW FOR EXPANSION

2. SEE SPECIFICATIONS FOR PIPE SUPPORT

SPACING.

3. ALL FASTENERS TO BE BRASS, GALVANIZED

OR STAINLESS STEEL.

WROUGHT

STRAP GRINNEL

# 262 W/ 3/8"

LAG SCREWS.

MEMBRANE

UNDERLAYMENT.

PIPE

4"x4"x2'-0"

PRESSURE TREATED

WOOD PIPE

SUPPORT, 10'-0"

MAXIMUM ON

CENTER.

PAINT ALL GAS PIPES

EXPOSED ON ROOF AND

OUTSIDE WALLS. COLOR

PER ARCHITECT.

NOTE:

ABOVE APPLIES TO ALL ROOF-MOUNTED NATURAL GAS PIPE SMALLER

THAN 3" DIAMETER. ALL ROOF-MOUNTED 3" AND 4" DIAMETER PIPE SHALL

BE SUPPORTED WITH PIPE STANDS, MIRO INDUSTRIES MODEL 3-RAH FOR 3"

DIA. PIPE AND MODEL 4-RAH FOR 4" DIA. PIPE. EACH WITH

POLYCARBONATE RESIN BASE, 10'-0" MAXIMUM O.C. PROVIDE AND

INSTALL A SHEET OF ROOF MEMBRANE UNDERLAYMENT UNDER EACH

STAND.

STRAINER BASKET

RUBBERGUARD

EPDM MEMBRANE

BONDING ADHESIVE

(ADHERED SYSTEMS ONLY)

WATER DAM COMPRESSION RING

INSULATION

INSULATION

(SEE NOTES)

SUBSTRATE SUBSTRATE

OVERFLOW ROOF

DRAIN

24" (610 mm) MIN.

NOTES

1. INSULATION ADJACENT TO DRAIN TO BE APPROPRIATE

INSULATION WITH APPROPRIATE BONDING SURFACE.

2. WATER BLOCK MIN. OF 1/2 OF 10 OZ (295 mL) TUBE PER 4"

DRAIN. USE DDITIONAL WATERBLOCK FOR LARGER

DRAINS.

12" (305 mm) 1/2" (13 mm)

SUMP AREA FIELD SEAM REQUIREMENTS:

A. IF SEAM EDGE IS WITHIN 9" OF DRAIN

COMPRESSION RING, EPDM TARGET PATCH REQUIRED.

B. IF FIELD EDGE IS WITHIN 9" (229 mm) TO 18" (457

mm) OF DRAIN COMPRESSION RING, INSTALL A LAYER OF

5" QUICKSEAM FLASHING CENTERED OVER SEAM EDGE.

5" QUICK SEAM FLASHING SHALL EXTEND 3" MIN.

BEYOND EDGE OF SUMP.

MEMBRANE SLOPE LIMITS:

A. MAXIMUM SLOPE FOR MAX

MEMBRANE SHALL BE 2" IN - 12".

B. MAXIMUM SLOPE FOR STANDARD

MEMBRANE SHALL BE 1/2" IN - 12".

STRAINER

BASKET

COMPRESSION

RING

PRIMARY

ROOF DRAIN

LEAF GRAT E

USE WITH 3 0R 4 INCH

DRAINS ONLY

3. IN REROOF APPLICATIONS:

-REMOMVE EXISTING FLASHING DOWN TO THE METAL BOWL.

-REPAIR OR REPLACE BROKEN DRAIN COMPONENTS.

-DRILL AND TAP BROKEN DRAINS , BOLTS, AND

REPLACE IF NECESSARY.

SEE MECHANICAL PLANS FOR FLUE LOCATIONS

PROVIDE A ONE (1) INCH AIR SPACE REQUIRED BETWEEN HEAT PIPE AND

COLLAR

NOTE:

SEALANT

CANOPY

1 1/2"

CONTINUOUS

FIELD HEAT WELD

TYP. HEAT PIPE BY

MECH. CONTR.

MEMBRANE ROOFING

SYSTEM ON 4" RIGID

INSULATION ON METAL

DECK

STRIP MASTIC OR SEALANT

STAINLESS STEEL ADJ. BAND

PREFABRICATED VENT STACK

FLASHING

METAL COLLAR

STEEL JOIST

M

IN

1" MIN.

DECK

IN

SULA

TIO

N

MEMBRANE

OPENIN

G

IN

D

ECK

Note 1: TWO SCREWS THROUGH CAPS ARE TO BE ON OPPOSING SIDES.

PREDRILL HOLES THROUGH SIDES OF CAP, TWO INCHES ABOVE

BOTTOM OF CAP.

VENT CAP

4-INCH

SCREW

(TWO TOTAL)

SEE NOTE 1

6-INCH

FACTORY

WELDED SKIRT

RAISED MARK

SEE NOTE 1

1 1/2-INCH

FIELD

WELD

VENT

SCREEN

VENT BASE

APPROVED DL

SEALANT BETWEEN

MEMBRANE

& INSULATIONMIN. FOUR

FASTENERS THROUGH

DECK

2"

Note 2: OPENING IN DECK MUST NOT EXCEED VENT SIZE

Note 3: ONLY TO BE USED FOR PASSIVE VENTING OF ATTIC SPACE.

NOTE:

PERIMETER FASTENING OF THE DECK MEMBRANE WILL BE THE

SAME FASTENING PATTERN AS THE FIELD MEMBRANE, MAX.

18-INCHES ON CENTER, AND NO LESS THAN ONE FASTENER

PER SIDE.

DECK

GALVANIXED

NAILS 6-INCHES

ON DIAMETER

RECTANGULAR PENETRATION

Duro-Last

PREFEBRICATED

CUSTOM CURB

FLASHING

DECK

M

IN

Note 1: IF A LEAD FLASHING IS PRESENT ON THE PIPE , IT MUST BE

REMOVED BEFORE A DURO-LAST STACK FLASHING IS INSTALLED.

Note 2: MEMBRANE ATTACHMENT AROUND THE PENETRATION WILL BE THE SAME AS THE

DECK MEMBRANE, MAX. 18-INCHES ON CENTER, AND A MINIMUM OF ONE

PLATE/FASTENER PER FLASHING.

DECK

TYPICAL VENT PIPE

DURO-LAST

PREFABRICATED VENT

STACK FLASHING

DURO-LAST CAULK

STAINLESS STEEL BAND

POSITIONED 1/4-INCH

FROM THE TOP OF THE

STACK FGLASHING

M

IN

Note 1: ALL COPING CAP JOINTS MUST UTILIZE A 6-INCH CONCEALED SPLICE PLATE.

Note 2: ALL JOINTS ARE TO BE SEALED WITH AN APPROVED DURO-LAST SEALANT ON

TOP OF THE SPLICE PLATE, ON BOTH SIDES OF THE JOINT. ALLOW A 1/4-INCH

GAP BETWEEN COPING SECTIONS.

Note 3: ON THE INSIDE EDGE OF THE COPING CAP BASE CLEAT, LEAVE A 3/8-INCH

GAP BETWEEN THE CLEAT AND THE WALL TO ALLOW THE COPING CAP TO

SNAP INTO PLACE.

Note 4: ALL FASTENERS MUST PENETRATE INTO THE WOOD NAILER A MINIMUM OF 1 1/2-INCHES.

16 GUAGE METAL CLEAT

(16-INCH LENGTHS)

6-INCH CONCEALED SPLICE PLATE

FORMED METAL COPING CAP

(10-FOOT LENGTHS)

REFER TO 6054 "INSTALLATION 1"

FOR ATTACHMENT

REQUIREMENTS OF THIS DETAIL

SEE NOTE 3

DECK

NOTE:

WHEN ATTACHING THE PARAPET FLASHING TO THE SUBSTRATE, THE

APPROPRIATE FASTENER MUST BE USED. THE FASTENER FOR THE WALL

FLASHING MAY BE DIFFERENT THAN THE FASTENER USED ON THE HORIZONTAL

ROOF DECKING.

DURO-LAST PREFABRICATED

PARAPET FLASHING

Note: FASCIA BAR AND COVER MAY

BE USED IN PLACE OF TERMINATION

BAR

DECK

REFER TO DETAIL 6010 FOT TAB SPACING

EXISTING ROOF SYSTEM

FLASHING

DURO-LAST PREFABRICATED

PARAPET WALL FLASHING

DURO-LAST APPROVED SLIP

SHEET

EXISTING WALL FLASHING MUST BE

CUT AWAY TO ALLOW

TERMINATION AGAINST SUBTRATE

STRIP MASTIC OR

CAULK

DURO-LAST CAULK

M

IN

Note 1: THIS DETAIL IS ONLY APPLICABLE TO CONCRETE OR BLOCK WALLS.

Note 2: MEMBRANE MUST TERMINATE 8-INCHES (MIN.) FROM THE

SURFACE OF THE ROOF.

DURO-LAST

MEMBRANE

SEALANT

TERMINATION BAR

(FASTEN 6-INCHES

ON CENTER USING

DURO-LAST FASTENERS.)

2 PIECE REGLET

COUNTER FLASHING

RIVET INTO PLACE

(24-INCHES ON

CENTER, MAX.)

LEAD WEDGE AND

CAULK

1811 4 Mile Rd N.E., Grand Rapids, MI 49525 www.progressiveae.com

616 361 2664 OFFICE 616 361 1493 FAX

architecture +engineering

SEVEN

GENERATIONS

4664 Campus Drive, Suite 101

Kalamazoo, MI 49008

P: 269.927.0144 www.7GenAE.com

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: XXXXXX FILE NAME: TITL-BLK-3042-VA.DWG

Office of

Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

68 East Michigan Ave.

Battle Creek, MI 49017

P: 269.224.3182 www.wbkengineering.com

451 Hungerford Dr. 4th Floor

Rockville, MD 20850

P: 301.770.3520 F: 301.770.3521 www.nikasolutions.com

AE141

506-330

ANN ARBOR VAMC

OCT. 27, 2017 JK ST

ROOF DETAILS EXPAND 8TH FLOOR

MENTAL HEALTH

SCALE: N.T.S.AE141

TYP. ROOF PIPE SUPPORT DETAIL -

MULTIPLE RUN02

SCALE: N.T.S.AE141

TYP. ROOF PIPE SUPPORT DETAIL -

SINGLE RUN01

SCALE: N.T.S.AE141

ROOF DRAIN W/ OVERFLOW03

SCALE: N.T.S.AE141

ROOF HEAT PIPE FLASHING DETAIL05

SCALE: N.T.S.AE141

ROOF PLENUM VENT INSTALLATION04

SCALE: N.T.S.AE141

ROOF RECTANGULAR

PENETRATION DETAIL07

SCALE: N.T.S.AE141

ROOF ROUND PENETRATION DETAIL06

SCALE: N.T.S.AE141

ROOF SNAP COPING CAP08

SCALE: N.T.S.AE141

ROOF - NEW - PARAPET WALL

FLASHING DETAIL10

SCALE: N.T.S.AE141

ROOF - EXISTING - PARAPET WALL

FLASHING DETAIL11

SCALE: N.T.S.AE141

ROOF - PARAPET WALL

COUNTERFLASHING DETAIL12

1W

ELEV. 826' - 6"

1ST FLOOR

AE300

AE301

AE301

AE301

METAL PANEL

SYSTEM, TYP.

ALUMINUM CURTAIN WALL

SYSTEM, TYP.

EXISTING BUILDING

BEYOND

BRICK VENEER PLANTER

WALL

PARTIAL HEIGHT BRICK

VENEER SCREEN WALL

1.7

SPANDREL GLASS IN

ALUMINUM

CURTAINWALL SYSTEM

COLULMN COVER

A

C

ELEV. 848' - 6"

DBE

ELEV. 841' - 3"

TOS

20 19 11.92344.1

AE330

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

AE300

I H''H'

AE411

CAST STONE TRIM

CAST STONE SILL

BRICK VENEER ON METAL

STUD BACKUP, REFER TO WALL

TYPES & DETAILS

METAL PANEL

SYSTEM, TYP.

ALUMINUM CURTAIN WALL

SYSTEM, TYP.

EXISTING BUILDING,

BEYOND

E

SPANDREL GLASS IN ALUMINUM

CURTAIN WALL SYSTEM

CDEFGHI

ROOF ACCESS LADDER

FROM HIGH ROOF TO

LOW ROOF

ELEV. 826' - 6"

1ST FLOOR

ELEV. 838' - 5"

2ND FLOOR

AE300

AE301

AE301

/2

/2

TYP.

4' - 0"

TY

P

B.3

METAL PANEL

SYSTEM, TYP.

ALUMINUM CURTAIN WALL

SYSTEM, TYP.

BRICK VENEER PLANTER

WALL

METAL PANEL

SYSTEM, TYP.

SUN SHADE, REFER

TO STRUCTURAL

ALTD-11

AE320

COLUMN COVER

B

ELEV. 848' - 6"

DBE

ELEV. 841' - 3"

TOS

A B C D E F G

ELEV. 826' - 6"

1ST FLOOR

AE301

AE301

B.3

CAST STONE TRIM

BRICK VENEER ON METAL

STUD BACKUP, REFER TO WALL

TYPES & DETAILS

METAL PANEL

SYSTEM, TYP.

EXISTING BUILDING,

BEYOND

STORM WATER SPOUT; REFEF

TO PLUMBING DRAWINGS

4' - 0"

" ELEV. 848' - 6"

DBE

AB

ROOF ACCESS LADDER

TO HIGH ROOF W/

SECURITY ACCESS AT

GRADE

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

AE301

AE410

AE411

22' 22

/8

/8

CAST STONE TRIM

CAST STONE SILL

BRICK VENEER ON METAL

STUD BACKUP, REFER TO WALL

TYPES & DETAILS

METAL PANEL

SYSTEM, TYP.

ALUMINUM CURTAIN WALL

SYSTEM, TYP.

D

ELEV. 841' - 3"

TOS

1811 4 Mile Rd N.E., Grand Rapids, MI 49525 www.progressiveae.com

616 361 2664 OFFICE 616 361 1493 FAX

architecture +engineering

SEVEN

GENERATIONS

4664 Campus Drive, Suite 101

Kalamazoo, MI 49008

P: 269.927.0144 www.7GenAE.com

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: XXXXXX FILE NAME: TITL-BLK-3042-VA.DWG

Office of

Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

68 East Michigan Ave.

Battle Creek, MI 49017

P: 269.224.3182 www.wbkengineering.com

451 Hungerford Dr. 4th Floor

Rockville, MD 20850

P: 301.770.3520 F: 301.770.3521 www.nikasolutions.com

AE200

506-330

ANN ARBOR VAMC

OCT. 27, 2017 JK ST

EXTERIOR ELEVATIONS EXPAND 8TH FLOOR

MENTAL HEALTH

SCALE: 1/4" = 1'-0"AE200

WEST ELEVATION - SOUTH01

SCALE: 1/4" = 1'-0"AE200

NORTH ELEVATION - EAST05

SCALE: 1/4" = 1'-0"AE200

SOUTH ELEVATION02

SCALE: 1/4" = 1'-0"AE200

NORTH ELEVATION - WEST04

SCALE: 1/4" = 1'-0"AE200

WEST ELEVATION - NORTH03

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

AE300

AE301

AE301

AE320

AE320

AE320

AE320

B.3

B184

LOBBY

CB114

CORRIDOR

BB119A

WOMEN'S

SHOWER

BB120

MEN'S

SHOWER

AE320

FILTER FABRIC WRAPPED

6" DIA. SLOTTED PVC IN

PEA STONE BED; REFER TO

CIVIL/PLUMBING

SUNSHADE,

ALTD-11

ELEV. 848' - 6"

DBE

ELEV. 841' - 3"

TOS

HANDRAIL, BOTH SIDES OF STAIRS

AND MIDDLE; REFER TO

CIVIL DETAILS

ABCDEFGH

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

ELEV. 838' - 5"

2ND FLOOR

AE300

AE301

AE301

AE301

AE410

AE411

AE321

AE301

AE321

AE321

AE321

STAIR

CB81

CORRIDOR CB114

CORRIDOR

CB184C

CORRIDOR

B184A

COFFEE SHOP

B184

LOBBY

BB115

OFFICE

TRAINING

BB32

BIOMED

OFFICE

1.7

AE322

FILTER FABRIC WRAPPED

6" DIA. SLOTTED PVC IN

PEA STONE BED; REFER TO

CIVIL/PLUMBING

4' - 8"

CB106

CORR.

ELEV. 848' - 6"

DBE

ELEV. 841' - 3"

TOS

20 19 11.92344.157

1811 4 Mile Rd N.E., Grand Rapids, MI 49525 www.progressiveae.com

616 361 2664 OFFICE 616 361 1493 FAX

architecture +engineering

SEVEN

GENERATIONS

4664 Campus Drive, Suite 101

Kalamazoo, MI 49008

P: 269.927.0144 www.7GenAE.com

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: XXXXXX FILE NAME: TITL-BLK-3042-VA.DWG

Office of

Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

68 East Michigan Ave.

Battle Creek, MI 49017

P: 269.224.3182 www.wbkengineering.com

451 Hungerford Dr. 4th Floor

Rockville, MD 20850

P: 301.770.3520 F: 301.770.3521 www.nikasolutions.com

AE300

506-330

ANN ARBOR VAMC

OCT. 27, 2017 JK ST

BUILDING SECTIONS EXPAND 8TH FLOOR

MENTAL HEALTH

SCALE: 3/16" = 1'-0"AE300

BUILDING SECTION01

SCALE: 3/16" = 1'-0"AE300

BUILDING SECTION02

ELEV. 826' - 6"

1ST FLOOR

AE300

AE301

AE301

AE323

AE323

BB120A

MEN'S LOCKER

BB120

MEN'S

SHOWER

1.7

FILTER FABRIC WRAPPED

6" DIA. SLOTTED PVC IN

PEA STONE BED; REFER TO

CIVIL/PLUMBING

ELEV. 848' - 6"

DBE

ELEV. 841' - 3"

TOS

2019 1.9 2 3 4 4.1

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

AE300

J

AE301

AE323

B.3

CB184V

VESTIBULE

B184

LOBBY

CB184

WAITING

BB70

STAFF GYM

BB32

BIOMED

OFFICE

BB117

OPEN OFFICE

FILTER FABRIC WRAPPED

6" DIA. SLOTTED PVC IN

PEA STONE BED; REFER TO

CIVIL/PLUMBING

ELEV. 848' - 6"

DBE

ELEV. 835' - 10 1/2"

BSE/TOP OF PL

ABCDEFGH

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

ELEV. 838' - 5"

2ND FLOOR

AE300

AE301

AE301

AE301

AE324

AE324

AE324

B184

LOBBY

B184A

COFFEE SHOP

CB184V

VESTIBULE

CB114

CORRIDOR

BB112

HOLDING

BB110

INTERVIEW

BB108

EVIDENCE

1.7

BB117

OPEN OFFICE

FILTER FABRIC WRAPPED

6" DIA. SLOTTED PVC IN

PEA STONE BED; REFER TO

CIVIL/PLUMBING

ELEV. 848' - 6"

DBE

ROOF ACCESS LADDER

TO HIGH ROOF W/

SECURITY ACCESS AT

GRADE

ELEV. 841' - 3"

TOS

20191 1.9 2 3 44.1 5

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

AE300

J

AE411

AE322

AE322

CB184C

CORRIDOR

BB105

OFFICE PHYS

SEC

BB74

TOILET

C3

CORRIDOR

FILTER FABRIC WRAPPED

6" DIA. SLOTTED PVC IN

PEA STONE BED; REFER TO

CIVIL/PLUMBING

ELEV. 841' - 3"

TOS

C D E F G H I

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

AE300

AE301

AE301

AE322

B.3

B184

LOBBY

B184A

COFFEE SHOP

BB111

OFFICE CHIEF

BB110

INTERVIEW

BB118

TRAINING/BREAK

BB120A

MEN'S LOCKER

FILTER FABRIC WRAPPED

6" DIA. SLOTTED PVC IN

PEA STONE BED; REFER TO

CIVIL/PLUMBING

ALTD-11

ELEV. 848' - 6"

DBE

ELEV. 841' - 3"

TOS

A B C D E F G H I

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

AE300

AE301

AE301

AE322

AE323

B.3

B184

LOBBY

BB113

OFFICE DEPUTY

BB112

HOLDING

BB118

TRAINING/BREAK

BB120A

MEN'S LOCKER

AE320

FILTER FABRIC WRAPPED

6" DIA. SLOTTED PVC IN

PEA STONE BED; REFER TO

CIVIL/PLUMBING

ALTD-11

ELEV. 848' - 6"

DBE

ELEV. 841' - 3"

TOS

ELEV. 843' - 9"

TOP OF TUBE STEEL

ABCDEFGH

1811 4 Mile Rd N.E., Grand Rapids, MI 49525 www.progressiveae.com

616 361 2664 OFFICE 616 361 1493 FAX

architecture +engineering

SEVEN

GENERATIONS

4664 Campus Drive, Suite 101

Kalamazoo, MI 49008

P: 269.927.0144 www.7GenAE.com

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: XXXXXX FILE NAME: TITL-BLK-3042-VA.DWG

Office of

Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

68 East Michigan Ave.

Battle Creek, MI 49017

P: 269.224.3182 www.wbkengineering.com

451 Hungerford Dr. 4th Floor

Rockville, MD 20850

P: 301.770.3520 F: 301.770.3521 www.nikasolutions.com

AE301

506-330

ANN ARBOR VAMC

OCT. 27, 2017 JK ST

BUILDING SECTIONS EXPAND 8TH FLOOR

MENTAL HEALTH

SCALE: 1/8" = 1'-0"AE301

BUILDING SECTION01

SCALE: 1/8" = 1'-0"AE301

BUILDING SECTION02

SCALE: 1/8" = 1'-0"AE301

BUILDING SECTION03

SCALE: 1/8" = 1'-0"AE301

BUILDING SECTION04

SCALE: 1/8" = 1'-0"AE301

BUILDING SECTION05

SCALE: 1/8" = 1'-0"AE301

BUILDING SECTION06

E'

PEDESTAL PAVER SYSTEM:

2" PAVERS ON PRE-MANUFACTURED

ADJUSTABLE HEIGHT PEDESTAL

SYSTEM

PAVER COPING STAIR TREADS

CONCRETE STAIR SYSTEM ON

COMPACTED FILL

2" RIGID INSULATION (MIN. R-7.5)

WATERPROOFING

CONCRETE FOUNDATION SYSTEM -

REFER TO STRUCTURAL DRAWINGS

SINGLE-PLY ROOFING MEMBRANE

ON 1/2" COVER BOARD ON (2)

LAYERS 2" RIGID INSULATION (MIN.

R-20) AND TAPERED INSULATION

TO SLOPE TO ROOF DRAIN

WATERPROOFING MEMBRANE

(REFER TO NOTE) WRAP UP AND

OVER FOUNDATION WALL

CONCRETE ROOF DECK

ON STEEL DECK

4" CONCRETE SLAB ON VAPOR

BARRIER OVER 6" MIN.

COMPACTED GRANULAR FILL

1/2" PRE-MOLDED EXPANSION

JOINT MATERIAL

2" RIGID INSULATION VERTICAL

PVC WATERSTOP; TYP.

SURFACE APPLIED WATERSTOP

SPRAY APPLIED

INSULATION TO UNDERSIDE

OF ROOF DECK (MIN. R-18)

5/8" GYP. BOARD ON STEEL STUD

WITH MINERAL WOOL BATT

INSULATION - SEE WALL TYPES SHEET

5/8" GYP. BOARD ON STEEL STUD

FRAMING @ 16" O.C. MAX

WATERPROOFING MEMBRANE NOTE:

APPLY ON CONCRETE - PRIMER OR

CONTACT ADHESIVE, 90 MILLS HOT

APPLIED LIQUID MEMBRANE,

REINFORCING FABRIC, 125 MILLS HOT

APPLIED LIQUID MEMBRANE,

PROTECTION BOARD, DRAINAGE

COMPOSITE

PATIO ELEVATION @ STAIR

826.62'

BASEMENT FLOOR SLAB

815'-6"

FILTER FABRIC WRAPPED

6" DIA. SLOTTED PVC DRAIN

IN PEA STONE BED, REFER TO

CIVIL/PLUMBING

1-1/4" SQUARE TUBE STEEL

HANDRAIL, REFER TO CIVIL FOR

DETAILS

18 ga. CUSTOM METAL

COPING TO MATCH, BY

RAINSCREEN MANUFACTURER

(2) LAYERS P.T. PLYWOOD

1-1/2" METAL PANEL RAINSCREEN

SYSTEM ON 2" RIGID MINERAL

WOOL BOARD ON AIR/MOISTURE

BARRIER ON 5/8" EXT. GYP.

BOARD SHEATHING ON COLD

FORMED METAL FRAMING - REFER

TO STRUCTURAL

HEMMED DRIP EDGE AND SEALANT

P.T. 2x BLOCKING

ROOF MEMBRANE ON 1/2" COVER

BOARD ON (3) LAYERS 2" (MIN. R-30)

RIGID INSULATION MECHANICALLY

FASTENED TO 1-1/2" STEEL ROOF DECK

RUN ROOF MEMBRANE UP

AND OVER INSULATION

P.T. 2x BLOCKING

CONTINUOUS AIR/MOISTURE

BARRIER

2 PIECE COLUMN COVER

TO MATCH METAL PANEL

RAINSCREEN BEYOND

STRUCTURAL STEEL FRAMING

MEMBERS (REFER TO STRUCTURAL)

FIBER SPRAYED FIREPROOFING

PER UL X772 (2 HR.)

B.O.D. HIGH ROOF

848'-6"

TOP OF PARAPET

850'-7 1/2"

A

SLOPE, 1/4"/FT

6"

1' - 4"

/2

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

SINGLE-PLY ROOFING MEMBRANE

ON 1/2" COVER BOARD ON (2)

LAYERS 2" RIGID INSULATION (MIN.

R-20) AND TAPERED INSULATION

TO SLOPE TO ROOF DRAIN

WATERPROOFING MEMBRANE

(REFER TO NOTE THIS SHEET)

CONCRETE ROOF DECK ON STEEL

DECK

4" CONCRETE SLAB ON VAPOR

BARRIER OVER 6" MIN.

COMPACTED GRANULAR FILL

PEDESTAL PAVER SYSTEM: 2"

PAVERS ON PRE-MANUFACTURED

ADJUSTABLE HEIGHT PEDESTAL

SYSTEM

5/8" GYP. BOARD BOTH SIDES OF

STEEL STUD WITH SOUND BATT

INSULATION - SEE WALL TYPES SHEET

CONCRETE FOUNDATION - REFER

TO STRUCTURAL DRAWINGS

7 1/2" STRUCTURALLY REINFORCED

ALUMINUM CURTAINWALL SYSTEM

WITH 1" INSULATED LOW 'E' GLAZING

EXPOSED STEEL COLUMN - PRIMED

AND PAINTED WITH INTUMESCENT

PAINT PER UL X661 (2 HR.)

STEEL STRUCTURE W/ FIBER SPRAYED

FIREPROOFING PER UL X771 (2 HR.)

HEATING SYSTEM - REFER TO

MECHANICAL DRAWINGS

LINE OF PLANTER BEYOND

GYP. BD. ON STEEL STUD FRAMING

@ 16" O.C. MAX

1-1/2" METAL PANEL RAINSCREEN

SYSTEM ON 2" RIGID MINERAL WOOL

BOARD (MIN. R-7.5 CONTINUOUS) ON

AIR/MOISTURE BARRIER ON 5/8" EXT.

GYP. BOARD SHEATHING ON COLD

FORMED METAL FRAMING - REFER TO

STRUCTURAL

MEMBRANE ROOF ON 1/2"

COVER BOARD ON (3) LAYERS

2" RIGID INSULATION (MIN. R-

30)MECHANICALLY FASTENED

TO 1-1/2" STEEL ROOF DECK

SUSPENDED ACOUSTIC PANEL

CEILING IN METAL TEE GRID

SILL TRIM

AE320

PVC WATERSTOP

STRUCTURAL STEEL FRAMING

MEMBERS (REFER TO STRUCTURAL)

W/ SPRAYED FIREPROOFING PER

UL X772

SUSPENDED ACOUSTIC PANEL

CEILING IN METAL TEE GRID

DEFLECTION CLIP

CONCRETE SLAB ON

STEEL DECK

GYP. BD. ON STEEL STUD FRAMING

@ 16" O.C. MAX

5/8" GYP. BD. ON COLD FORMED

METAL FRAMING (FILL ENTIRE

CAVITY W 6" MINERAL WOOL BATT

INSULATION - MIN. R-13)

1-1/2" METAL PANEL RAINSCREEN

SYSTEM ON 2" RIGID MINERAL WOOL

BOARD ON AIR/MOISTURE BARRIER

ON 5/8" EXT. GYP. BOARD SHEATHING

ON COLD FORMED METAL FRAMING -

REFER TO STRUCTURAL

5/8" GYP. WALL BOARD ON

METAL STUD FRAMING

SPRAY APPLIED INSULATION TO

UNDERSIDE OF ROOF DECK

(MIN. R-18)

STEEL STRUCTURE W/ FIBER SPRAYED

FIREPROOFING PER UL X772 (2 HR.)

CORNER GUARD BEYOND, TYP.

AE332

AE332

ELEV. 848' - 6"

DBE

ELEV. 843' - 9"

TOP OF TUBE STEEL

B

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

SINGLE PLY ROOF MEMBRANE ON 1/2"

COVER BOARD ON (3) LAYERS 2" RIGID

INSULATION (MIN. R-30)

MECHANICALLY FASTENED TO 1-1/2"

STEEL ROOF DECK

WRAP ROOF MEMBRANE UP

EXISTING WALL AND TERMINATE

W/ REGLET COUNTERFLASHING

AND TERMINATION BAR

STRUCTURAL STEEL (REFER TO

STRUCTURAL) W/ FIBER SPRAYED

FIREPROOFING PER UL X772 (2 HR.)

5/8" GYP. BD. ON METAL STUD

FRAMING @ 16" O.C. MAX.

SUSPENDED ACOUSTIC PANEL

CEILING IN METAL TEE GRID

STRUCTURAL STEEL (REFER TO

STRUCTURAL) W/ FIBER SPRAYED

FIREPROOFING PER UL X772 (2 HR.)

STRUCTURAL STEEL (REFER TO

STRUCTURAL) W/ FIBER SPRAYED

FIREPROOFING PER UL X772 (3 HR.)

SUSPENDED ACOUSTIC PANEL

CEILING IN METAL TEE GRID

CONCRETE SLAB ON STEEL DECK;

REFER TO STRUCTURAL

5/8" GYP. BOARD ONE SIDE ON

STEEL STUD FRAMING - SEE WALL

TYPES SHEET AI500

V

IF

COMPRESSIBLE TUBE

EXPANSION JOINT W/ COMPRESSIBLE

INSULATION AND INSULATION

RETAINER; MAINTAIN FIRE RATING

PER UL 2079 (1.5-HR)

FIBER-REINFORCED PANEL ON 5/8"

GYP. BD. ON METAL STUDS; REFER

TO WALL TYPES

FIRE RATED EXPANSION JOINT

UL 2079 (2 HR.)

1 1/2"

FACE OF EXISTING WALL

CONCRETE SLAB ON STEEL DECK;

REFER TO STRUCTURAL

ELEV. 848' - 6"

DBE

ELEV. 841' - 3"

TOS

FG

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

1.7

SINGLE PLY ROOF MEMBRANE ON

1/2" COVER BOARD ON (3) LAYERS

2" RIGID INSULATION (MIN. R-30)

MECHANICALLY FASTENED TO 1-

1/2" STEEL ROOF DECK

1-1/2" METAL PANEL RAINSCREEN

SYSTEM ON 2" RIGID MINERAL

WOOL BOARD ON AIR/MOISTURE

BARRIER ON 5/8" EXT. GYP. BOARD

ON COLD FORMED METAL

FRAMING - REFER TO STRUCTURAL

(2) LAYERS P.T. PLYWOOD

18 ga. CUSTOM METAL

COPING TO MATCH, BY

RAINSCREEN MANUFACTURER

P.T. 2x BLOCKING

RUN ROOF MEMBRANE UP AND

OVER PLYWOOD

HEMMED DRIP EDGE AND

SEALANT

CONTINUOUS AIR/ MOISTURE

BARRIER

P.T. 2x BLOCKING

STRUCTURAL STEEL FRAMING

MEMBERS (REFER TO STRUCTURAL)

WITH SPRAYED FIREPROOFING -

PER UL X772 (2 HR.)

EXPOSED GALVANIZED STEEL

COLUMN - PRIMED AND PAINTED

WITH INTUMESCENT PAINT PER

UL X661 (2 HR.)

1-1/2" METAL PANEL RAINSCREEN SYSTEM ON

2" RIGID MINERAL WOOL BOARD (MIN. R-7.5

CONTINUOUS) ON AIR/MOISTURE BARRIER ON

5/8" EXT. GYP. BOARD ON COLD FORMED

METAL FRAMING

5/8" GYP. BOARD ON COLD FORMED

METAL FRAMING (FILL ENTIRE CAVITY

W/ 6" MINERAL WOOL BATT

INSULATION MIN. R-13)

STRUCTURAL STEEL FRAMING

MEMBERS (REFER TO STRUCTURAL)

WITH SPRAYED FIREPROOFING PER

UL X771 (2 HR.)

SUSPENDED ACOUSTIC PANEL

CEILING IN METAL TEE GRID

SILL TRIM

7 1/2" STRUCTURALLY REINFORCED ALUMINUM

CURTAINWALL SYSTEM WITH 1" INSULATED LOW

'E' GLAZING

CAST STONE UNIT W/ CONTINUOUS

DRIP EDGE

CONTINUOUS SILL FLASHING W/ WEEPS

STANDARD BRICK VENEER ON AIR SPACE

WITH 4" RIGID MINERAL WOOL BOARD

(MIN. R???) ON AIR/ MOISTURE BARRIER

ON CMUs (REFER TO STRUCTURAL)

ADJUSTABLE MASONRY TIES; SEE SPEC FOR

SPACING

CAVITY DRAINAGE MATERIAL

CELLULAR PLASTIC WEEP INSERTS @ 24"

O.C. IN OPEN HEAD JOINT

PEDESTAL PAVER SYSTEM: 2" PAVERS ON

PRE-MANUFACTURED ADJUSTABLE HEIGHT

PEDESTAL SYSTEM

SINGLE PLY ROOFING MEMBRANE

ON 1/2" COVER BOARD ON (2)

LAYERS 2" RIGID INSULATION (MIN.

R-20) AND TAPERED INSULATION

TO SLOPE TO ROOF DRAIN

THROUGH WALL BASE FLASHING;

GROUT SOLID BELOW

4" CONCRETE SLAB ON 6" MIN.

COMPACTED FILL

VAPOR BARRIER OVER FILL

GROWING MEDIUM ON

FILTER MEMBRANE

DRAINAGE MEMBRANE ON

WATERPROOFING MEMBRANE;

WRAP UP AND UNDER CAST STONE

EXPANDED POLYSTYRENE GEOFOAM

LIGHTWEIGHT FILL

PVC WATERSTOP

5/8" GYPSUM WALL BOARD ON

METAL STUD FRAMING

STRUCTURAL STEEL FRAMING

MEMBERS (REFER TO STRUCTURAL)

WITH SPRAYED FIREPROOFING PER

UL X772 (3 HR.)

SPRAY APPLIED INSULATION TO

UNDERSIDE OF ROOF DECK

(MIN. R-18)

BULKHEAD - 5/8" GYP. BOARD ON

METAL STUDS

WATERPROOFING MEMBRANE

(REFER TO NOTE THIS SHEET)

AE332

CORNER GUARD ON PIER, TYP.

ELEV. 848' - 6"

DBE

ELEV. 843' - 9"

TOP OF TUBE STEEL

1.9 2

1' - 9"

SLOPE, 1/4"/FT

A T

H

IG

H R

O O

F

5 1/2"8 1/2"

1811 4 Mile Rd N.E., Grand Rapids, MI 49525 www.progressiveae.com

616 361 2664 OFFICE 616 361 1493 FAX

architecture +engineering

SEVEN

GENERATIONS

4664 Campus Drive, Suite 101

Kalamazoo, MI 49008

P: 269.927.0144 www.7GenAE.com

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: XXXXXX FILE NAME: TITL-BLK-3042-VA.DWG

Office of

Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

68 East Michigan Ave.

Battle Creek, MI 49017

P: 269.224.3182 www.wbkengineering.com

451 Hungerford Dr. 4th Floor

Rockville, MD 20850

P: 301.770.3520 F: 301.770.3521 www.nikasolutions.com

AE320

506-330

ANN ARBOR VAMC

OCT. 27, 2017 JK MH

WALL SECTIONS EXPAND 8TH FLOOR

MENTAL HEALTH

SCALE: 3/4" = 1'-0"AE320

WALL SECTION01

SCALE: 3/4" = 1'-0"AE320

TYP. HIGH ROOF PARAPET02

SCALE: 3/4" = 1'-0"AE320

WALL SECTION03

SCALE: 3/4" = 1'-0"AE320

WALL SECTION04

SCALE: 3/4" = 1'-0"AE320

WALL SECTION05

EXISTING WALL

CONSTRUCTION

MEMBRANE ROOFING SYSTEM FULLY

ADHERED TO 1/2" COVERBOARD ON (3)

LAYERS 2" RIGID INSULATION (MIN. R-30)

MECHANICALLY FASTENED TO 1-1/2"

STEEL ROOF DECK

WRAP MEMBRANE UP EXISTING WALL AND

TERMINATE W/ REGLET COUNTERFLASHING

AND TERMINATION BAR

STEEL STRUCUTRE WITH FIBER

SPRAYED FIREPROOFING PER

UL X771 (2 HR.)

STEEL STRUCTURE WITH FIBER

SPRAYED FIREPROOFING PER

UL X772 (2 HR.)

CONCRETE SLAB ON STEEL DECK

SUSPENDED ACOUSTIC PANEL

CEILING IN METAL TEE GRID

SUSPENDED ACOUSTIC PANEL

CEILING IN METAL TEE GRID

5/8" GYP. BOARD ON STEEL STUD -

SEE WALL TYPES SHEET

4" CONCRETE SLAB ON VAPOR

BARRIER OVER 6" MIN.

COMPACTED GRANULAR FILL

STEEL STRUCTURE WITH FIBER

SPRAYED FIREPROOFING PER

UL X772 (3 HR.)

COMPRESSIBLE TUBE

EXPANSION JOINT W/

COMPRESSIBLE INSULATION AND

INSULATION RETAINER; MAINTAIN

FIRE RATING PER UL 2079 (1.5 HR)

V

IF

1 1/2"

FIRE RATED EXPANSION JOINT

UL 2079 (2 HR.)

B.O.D.- HIGH ROOF

848'-6"

T.O. TUBE STEEL

841'-3"

FIRST FLOOR SLAB

826'-6"

BASEMENT FLOOR SLAB

815'-6"

EXIST. THIRD FLR.

849'-5"

EXISTING WALL

CONSTRUCTION TO

REMAIN

EXISTING WALL

CONSTRUCTION

EXISTING WALL

CONSTRUCTION

AE301

MEMBRANE ROOFING SYSTEM FULLY

ADHERED TO 1/2" COVERBOARD ON (3)

LAYERS 2" RIGID (MIN. R-30) INSULATION

MECHANICALLY FASTENED TO 1-1/2"

STEEL ROOF DECK

SUSPENDED ACOUSTIC PANEL CEILING

IN METAL TEE GRID

5/8" GYP. BD. (ROOM SIDE) ON 3-5/8"

METAL STUDS @ 16" O.C.; FILL ENTIRE

CAVITY WITH SOUND BATT INSULATION

3-5/8" METAL STUD BRACING @ 4'-0"

O.C. (MAX.)

3-5/8" METAL STUD BRACING @ 4'-0"

O.C. (MAX.)

/4

VERTICAL LINEAR PLANK ON VERTICAL

FLEECE

LINEAR PLANK ON LINEAR FLEECE ON

LINEAR CARRIER SPACE 24" O.C. (MAX.)

ELEV. 848' - 6"

DBE

SECURITY GATE, REFER TO CEILING

DETAILS SHEET AI530

SUSPENDED ACOUSTIC PANEL CEILING

IN METAL TEE GRID

GYP. BD. CORNER TRIM, TYP. ALL

EXPOSED OUTSIDE CORNERS

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

2x P.T. BLOCKINGINTEGRAL METAL PANEL COPING COVER

ON ANCHOR CLIPS; SIZE AND SPACING

PER COPING CAP MANUFACTURER

P.T. 2x6 BLOCKING

MEMBRANE ROOF FULLY ADHERED ON

1/2" COVERBOARD ON (3) LAYERS 2"

RIGID INSULATION (MIN. R-30)

MECHANICALLY FASTENED TO 1-1/2"

STEEL ROOF DECK

STEEL STRUCTURE WITH FIBER SPRAY

FIREPROOFING PER UL X772 (2 HR.)

RUN ROOF MEMBRANE UP AND OVER

PARAPET

1-1/2" METAL PANEL RAINSCREEN

SYSTEM ON 2" RIGID MINERAL WOOL

BOARD (MIN. R-7.5 CONTINUOUS)

ON AIR/MOISTURE BARRIER ON 5/8"

GLASS MATT EXT. GYP. BOARD ON

COLD FORMED METAL FRAMING -

REFER TO STRUCTURAL

MEMBRANE ROOF FULLY ADHERED

TO 1/2" COVERBOARD ON (3)

LAYERS 2" RIGID INSULATION (MIN.

R-30) MECHANICALLY FASTENED TO

1-1/2" STEEL ROOF DECK

RUN ROOFING UP AND BEHIND

METAL PANEL

SUSPENDED ACOUSTIC PANEL

CEILING IN METAL TEE GRID

5/8" GYP. BD. ON COLD

FORMED METAL FRAMING

(FILL ENTIRE CAVITY W/ 6"

MINERAL WOOL BATT

INSULATION - MIN. R-13)

CONCRETE SLAB ON STEEL DECK

SUSPENDED ACOUSTIC PANEL

CEILING IN METAL TEE GRID

4" CONCRETE SLAB ON VAPOR

BARRIER OVER 6" MIN.

COMPACTED GRANULAR FILL

5/8" GYP. BD. (BOTH SIDES) ON

COLD FORMED METAL

FRAMING (FILL ENTIRE CAVITY

W/ 6" SOUND INSULATION)

STEEL STRUCTURE WITH FIBER SPRAY

FIREPROOFING PER UL X772 (2 HR.)

STEEL STRUCTURE WITH FIBER SPRAY

FIREPROOFING PER UL X772 (3 HR.)

AE332

ELEV. 848' - 6"

DBE

ELEV. 841' - 3"

TOS

44.1

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

18 ga. CUSTOM METAL

COPING TO MATCH, BY

RAINSCREEN MANUFACTURER

(2) LAYERS P.T. PLYWOOD

1-1/2" METAL PANEL RAINSCREEN

SYSTEM ON 2" RIGID MINERAL

WOOL BOARD ON AIR/MOISTURE

BARRIER ON 5/8" EXT. GYP. BOARD

ON COLD FORMED METAL

FRAMING - REFER TO STRUCTURAL

EXPOSED STEEL COLUMN -

PRIMED AND PAINTED

WITH INTUMESCENT PAINT

PER UL X661 (2 HR.)

HEMMED DRIP EDGE AND

SEALANT

P.T. 2x BLOCKING

SINGLE PLY ROOF MEMBRANE ON 1/2"

COVER BOARD ON (3) LAYERS 2" RIGID

INSULATION (MIN. R-30) ON 1-1/2" STEEL

ROOF DECK

RUN ROOF MEMBRANE UP

AND OVER INSULATION

P.T. 2x BLOCKING

CONTINUOUS AIR/MOISTURE

BARRIER WRAP OVER CORNICE

STRUCTURAL STEEL FRAMING

MEMBERS (REFER TO STRUCTURAL)

WITH FIREPROOFING PER ULX772

(2 HR.)

7 1/2" STRUCTURALLY REINFORCED

ALUMINUM CURTAINWALL SYSTEM

W/ 1" INSULATED LOW 'E' GLAZING

STANDARD BRICK VENEER ON AIR

SPACE WITH 2" RIGID MINERAL

WOOL BOARD (MIN. R-7.5

CONTINUOUS) ON AIR/ MOISTURE

BARRIER ON GLASS MAT EXTERIOR

GRADE GYP. BOARD

CAST STONE UNIT

THRU-WALL FLASHING AND CELLULAR

PLASTIC WEEPS @ 24" O.C. (MAX.)

GALVANIZED STEEL LINTEL (PAINTED) -

REFER TO STRUCTURAL DRAWINGS

CONCRETE STAIR IN

METAL PAN SYSTEM

4" CONCRETE SLAB ON VAPOR

BARRIER OVER 6" MIN.

COMPACTED GRANULAR FILL

1/2" PRE-MOLDED EXPANSION

JOINT MATERIAL

2" RIGID INSULATION

EXPOSED STEEL BEAM -

PRIMED AND PAINTED

WITH INTUMESCENT PAINT

PER UL X660 (2 HR.)

SUSPENDED ACOUSTIC PANEL

CEILING IN METAL TEE GRID

CAST STONE UNIT W/

CONTINUOUS DRIP (CENTER

ON WINDOW W/ EQUAL ENDS)

GALVANIZED STEEL VERTICAL

CURTAINWALL DEAD LOAD

SUPPORT; REFER TO STRUCTURAL

STANDARD BRICK VENEER ON AIR

SPACE WITH 2" RIGID INSULATION

(MIN. R-7.5 CONTINUOUS) ON AIR/

MOISTURE BARRIER ON EXTERIOR

GRADE GYP. BOARD SHEATHING

GALVANIZED STEEL HEADER,

FILL ENTIRE CAVITY W/ BATT

INSULATION; SEE STRUCTURAL

CAVITY DRAINAGE MATERIAL

3 5/8"

2 3/4"

2"

5/8"

6" 5/8"

1' - 3 5/8"

P.T. 2x BLOCKING

CONTINUOUS SILL FLASHING

W/ WEEPS

CAVITY DRAINAGE MATERIAL

ADJUSTABLE MASONRY TIES; SEE

SPEC FOR SPACING

THROUGH WALL BASE FLASHING;

GROUT SOLID BELOW

CELLULAR PLASTIC WEEP INSERTS

@ 24" O.C. IN OPEN HEAD JOINT

5/8" GYPSUM BOARD ON 6"

COLD FORMED METAL FRAMING;

SEE STRUCTURAL. FILL ENTIRE

CAVITY WITH MINERAL WOOL

BATT INSULATION (MIN. R-13)

WATERPROOFING

2" RIGID INSULATION

REINFORCED FOUNDATION;

REFER TO STRUCTURAL

AE332

5/8" GYP. BOARD ON COLD

FORMED METAL FRAMING (FILL

ENTIRE CAVITY W/ 6" MINERAL

WOOL BATT INSULATION - MIN. R-13)

CURTAINWALL ALUMINUM

INFILL PANEL (MATCH

FRAMING FINISH)

SLOPE

AE332

REFER TO CIVIL

INSULATED SPANDREL GLASS IN

ALUMINUM CURTAINWALL SYSTEM

ELEV. 841' - 3"

TOS

ELEV. 835' - 10 1/2"

BSE/TOP OF PL

7 1/2" STRUCTURALLY REINFORCED

ALUMINUM CURTAINWALL SYSTEM

W/ 1" INSULATED LOW 'E' GLAZING

EXPOSED STEEL COLUMN -

PRIMED AND PAINTED

WITH INTUMESCENT PAINT

PER UL X661 (2 HR.)

2 1/2"

A T

LO

W

R O

O F

3 1/2"

1811 4 Mile Rd N.E., Grand Rapids, MI 49525 www.progressiveae.com

616 361 2664 OFFICE 616 361 1493 FAX

architecture +engineering

SEVEN

GENERATIONS

4664 Campus Drive, Suite 101

Kalamazoo, MI 49008

P: 269.927.0144 www.7GenAE.com

2 3 4 5 6 7 8 9

2 3 4 5 6 7 8 91

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANTS ARCHITECT/ENGINEERS

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR LOCATION

PROJECT TITLE:

DATE: CHECKED: DRAWN:

PROJECT NUMBER:

BUILDING NUMBER:

DRAWING NUMBER:

DWG. ___ OF ___

7GAE PROJECT NO.: XXXXXX FILE NAME: TITL-BLK-3042-VA.DWG

Office of

Construction and Facilities

Management

VA FORM 08-6231

o n e e ig h th i n c h o e q u a rt e r in c h o e e ig h th s in c h o e h a lf i n c h o e q u a rt e rs i n c h o e i n c h o e a n d o n e h a lf i n c h e s o e i n c h e s o

6 "

Department of Veterans Affairs

68 East Michigan Ave.

Battle Creek, MI 49017

P: 269.224.3182 www.wbkengineering.com

451 Hungerford Dr. 4th Floor

Rockville, MD 20850

P: 301.770.3520 F: 301.770.3521 www.nikasolutions.com

AE321

506-330

ANN ARBOR VAMC

OCT. 27, 2017 JK MH

WALL SECTIONS EXPAND 8TH FLOOR

MENTAL HEALTH

SCALE: 3/4" = 1'-0"AE321

WALL SECTION01

SCALE: 3/4" = 1'-0"AE321

WALL SECTION02

SCALE: 3/4" = 1'-0"AE321

WALL SECTION03

SCALE: 3/4" = 1'-0"AE321

WALL SECTION04

ELEV. 826' - 6"

1ST FLOOR

EXISTING EXTERIOR

WALL CONSTRUCTION

WRAP MEMBRANE UP EXISTING WALL AND

TERMINATE W/ REGLET COUNTERFLASHING

AND TERMINATION BAR

MEMBRANE ROOFING SYSTEM FULLY

ADHERED TO 1/2" COVERBOARD ON (3)

LAYERS 2" RIGID INSULATION (MIN. R-30)

MECHANICALLY FASTENED TO 1-1/2"

STEEL ROOF DECK

STEEL STRUCTURE (REFER TO

STRUCTURAL) WITH FIBER

SPRAYED FIREPROOFING

PER UL X772 (2 HR.)

SUSPENDED ACOUSTIC

PANEL CEILING IN METAL

TEE GRID

CONCRETE SLAB ON

STEEL DECK

5/8" TYPE 'X' GYP. BOARD

EACH SIDE ON METAL

STUDS W/ SOUND BATT

INSULATION - SEE WALL

TYPES SHEET

5/8" GYP. BOARD ON METAL STUDS

SEE WALL TYPES SHEET

STEEL STRUCTURE WITH 4-1/2" MIN.

FIBER SPRAYED FIREPROOFING

COMPRESSIBLE TUBE

EXPANSION JOINT W/

COMPRESSIBLE INSULATION

AND INSULATION RETAINER;

MAINTAIN FIRE RATING PER UL

2079 (1.5-HR)

FIRE RATED EXPANSION JOINT

UL 2079 (2 HR.)

STEEL STRUCTURE (REFER TO

STRUCTURAL) WITH FIBER

SPRAYED FIREPROOFING

PER UL X772 (3 HR.)

EXISTING EXTERIOR

WALL CONSTRUCTION

EXISTING EXTERIOR

WALL CONSTRUCTION

BOD LOW ROOF

841'-3"

F G H I

ELEV. 815' - 6"

BASEMENT

18 ga. CUSTOM METAL

COPING TO MATCH, BY

RAINSCREEN MANUFACTURER

(2) LAYERS P.T. PLYWOOD

1-1/2" METAL PANEL RAINSCREEN SYSTEM

ON 2" RIGID MINERAL WOOL BOARD ON

AIR/MOISTURE BARRIER ON 5/8" EXT. GYP.

BOARD SHEATHING ON COLD FORMED

METAL FRAMING - REFER TO STRUCTURAL

SUSPENDED ACOUSTIC

PANEL CEILING IN METAL

TEE GRID

HEMMED DRIP EDGE AND

SEALANT

P.T. 2x BLOCKING

ROOF MEMBRANE ON 1/2"

COVER BOARD ON (3) LAYERS

2" RIGID INSULATION (MIN. R-

30) MECHANICALLY FASTENED

TO 1-1/2" STEEL ROOF DECK

RUN ROOF MEMBRANE UP

AND OVER INSULATION

P.T. 2x BLOCKING

CONTINUOUS AIR/MOISTURE

BARRIER

STRUCTURAL STEEL

FRAMING MEMBERS WITH

SPRAYED FIREPROOFING

PER UL X772 (2 HR.)

7 1/2" STRUCTURALLY REINFORCED

ALUMINUM CURTAINWALL SYSTEM

WITH 1" INSULATED LOW 'E' GLAZING

STANDARD BRICK VENEER ON AIR SPACE

WITH 2" RIGID MINERAL WOOL BOARD

(MIN. R-7.5 CONTINUOUS) ON AIR/

MOISTURE BARRIER ON 5/8" EXT. GYP.

BOARD SHEATHING

CAST STONE UNIT

THRU-WALL FLASHING AND WEEPS

STEEL LINTEL - REFER TO

STRUCTURAL DRAWINGS

CAST STONE UNIT

THROUGH WALL BASE FLASHING

(REFER TO CIVIL FOR HEIGHT);

GROUT SOLID BELOW

2" RIGID INSULATION

(MIN. R-7.5)

WATERPROOFING

CONCRETE FOUNDATION

SYSTEM - REFER TO

STRUCTURAL DRAWINGS

CONCRETE SLAB ON STEEL

DECK

4" CONCRETE SLAB ON 6" MIN.

COMPACTED FILL

VAPOR BARRIER OVER FILL

1/2" PRE-MOLDED EXPANSION

JOINT MATERIAL

2" RIGID INSULATION VERTICAL

SUSPENDED ACOUSTIC PANEL

CEILING IN METAL TEE GRID

GALVANIZED STEEL; REFER

TO STRUCTURAL

EXPOSED STEEL COLUMN -

PRIMED AND PAINTED

WITH INTUMESCENT PAINT

PER UL X661 (2 HR.)

3 5/8"

5/8"

6" 5/8"

1' - 3 5/8"

"CONTINUOUS SILL FLASHING

W/ WEEPS

5/8" GYP. BOARD ON COLD

FORMED METAL FRAMING

(FILL ENTIRE CAVITY W/ 6"

MINERAL WOOL BATT

INSULATION MIN. R-13)

STANDARD BRICK VENEER ON AIR SPACE

WITH 2" RIGID MINERAL WOOL BOARD

(MIN. R-7.5 CONTINUOUS) ON AIR/

MOISTURE BARRIER ON 5/8" EXT. GYP.

BOARD SHEATHING

HEATING SYSTEM - REFER

TO MECHANICAL

REFER TO CIVIL

5/8" GYP. BD. ON COLD

FORMED METAL FRAMING

(FILL ENTIRE CAVITY W/ 6"

MINERAL WOOL BATT

INSULATION - MIN. R-13)

CELLULAR PLASTIC WEEP INSERTS

@ 24" O.C. IN OPEN HEAD JOINT

CAVITY DRAINAGE MATERIAL

5/8" GYP. BOARD (ROOM SIDE) W/

MINERAL WOOL BATT INSULATION

(MIN. R-13) - SEE WALL TYPES

/8

6"

8"

BSE/TOP OF PLATE

835'-10 1/2"

TOP OF TUBE STEEL

831'-1"

FIRST FLOOR

826'-6"

BRICK LEDGE

824'-6"

BOTTOM OF STEEL DECK

841'-3"

EXPANSION

MATERIAL/JOINT

D E

A T

LO

W

R O

O F

2 1/2"

GALVANIZED STEEL HEADER,

FILL ENTIRE CAVITY W/ BATT

INSULATION; SEE STRUCTURAL

3"

6 1/2"

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

4" CONCRETE SLAB ON 6" MIN.

COMPACTED GRANULAR FILL

VAPOR BARRIER OVER FILL

CONCRETE ROOF DECK

ON METAL DECKING

WATERPROOFING

MEMBRANE (REFER TO

NOTE AE320)

SINGLE-PLY ROOFING

MEMBRANE ON 1/2" COVER

BOARD ON (2) LAYERS 2" RIGID

INSULATION (MIN. R20) AND

TAPERED INSULATION TO SLOPE

TO ROOF DRAIN

PEDESTAL PAVER SYSTEM: 2"

PAVERS ON PRE-MANUFACTURED

ADJUSTABLE HEIGHT PEDESTAL

SYSTEM

HEATING SYSTEM - REFER TO

MECHANICAL DRAWINGS

INSULATED SPANDREL GLAZING IN

ALUMINUM CURTAINWALL SYSTEM,

REFER TO ELEVATIONS

SILL TRIM

SUSPENDED ACOUSTIN PANEL

CEILING IN METAL TEE GRID

SINGLE PLY ROOF MEMBRANE ON

1/2" COVER BOARD ON (3) LAYERS

2" RIGID INSULATION (MIN. R-30)

MECHANICALLY FASTENED TO 1-1/2"

STEEL ROOF DECK

STEEL STRUCTURE WITH FIBER

SPRAY FIREPROOFING PER

UL X772 (2 HR.)

1-1/2" METAL PANEL RAINSCREEN

SYSTEM ON 2" RIGID MINERAL WOOL

BOARD ON AIR/ MOISTURE BARRIER

ON 5/8" EXT. GYP. BOARD SHEATHING

ON COLD FORMED METAL FRAMING -

REFER TO STRUCTURAL

SPRAY APPLIED

INSULATION TO UNDERSIDE

OF ROOF DECK (MIN. R-18)

STEEL STRUCTURE WITH FIBER

SPRAY FIREPROOFING PER

UL X771 (2 HR.)

STEEL STRUCTURE WITH FIBER

SPRAY FIREPROOFING PER

UL X771 (3 HR.)

ELEV. 848' - 6"

DBE

ELEV. 843' - 9"

TOP OF TUBE STEEL

B

7 1/2" STRUCTURALLY REINFORCED

ALUMINUM CURTAINWALL SYSTEM

WITH 1" INSULATED LOW 'E' GLAZING,

REFER TO ELEVATIONS

ELEV. 815' - 6"

BASEMENT

ELEV. 826' - 6"

1ST FLOOR

PEDESTAL PAVER SYSTEM:

2" PAVERS ON PRE-

MANUFACTURED ADJUSTABLE

HEIGHT PEDESTAL SYSTEM

CONCRETE STAIR SYSTEM ON

COMPACTED FILL BEYOND

2" RIGID INSULATION

CONCRETE FOUNDATION SYSTEM -

REFER TO STRUCTURAL DRAWINGS

SINGLE-PLY ROOFING MEMBRANE

ON 1/2" COVER BOARD ON (2)

LAYERS 2" RIGID INSULATION (MIN.

R20) AND TAPERED INSULATION TO

SLOPE TO ROOF DRAIN

WATERPROOFING MEMBRANE

(REFER TO NOTE AE320)

CONCRETE ROOF DECK ON

STEEL DECK

4" CONCRETE SLAB ON VAPOR

BARRIER OVER 6" MIN.

COMPACTED GRANULAR FILL

1/2" PRE-MOLDED EXPANSION

JOINT MATERIAL

2" RIGID INSULATION VERTICAL

WATERPROOFING

SURFACE APPLIED WATERSTOP

5/8" GYP. BOARD ON METAL

STUDS WITH MINERAL WOOL

BATT INSULATION - SEE WALL

TYPES SHEET

SUSPENDED ACOUSTIC PANEL

CEILING IN METAL TEE GRID

5/8" GYPSUM WALLBOARD ON

3-5/8" METAL STUDS @ 16" O.C.

PVC WATERSTOP; TYP.

SPRAY APPLIED INSULATION TO

UNDERSIDE OF ROOF DECK

(MIN. R-18)

FILTER FABRIC WRAPPED 6"

DIA. SLOTTED PVC IN PEA

STONE BED; REFER TO

CIVIL/ PLUMBING

WATERPROOFING

CAST STONE UNIT W/

CONTINUOUS DRIP EDGE

STANDARD BRICK VENEER ON

CMU (REFER TO STRUCTURAL)

REFER TO CIVIL

THROUGH WALL BASE FLASHING

ELEV. 826' - 6"

1ST FLOOR

D E

REGLET FLASHING, EXTEND NEW

FLASHING FROM EXISTING ROOF

MEMBRANE UP NEW EXTERIOR

WALL AS SHOWN.

CONCRETE SLAB ON STEEL

DECK

SUSPENDED ACOUSTIC PANEL

CEILING IN METAL TEE GRID

GALVANIZED STEEL; REFER

TO STRUCTURAL

STANDARD BRICK VENEER ON AIR SPACE

WITH 2" RIGID MINERAL WOOL BOARD

(MIN. R-7.5 CONTINUOUS) ON AIR/

MOISTURE BARRIER ON 5/8" EXT. GYP.

BOARD SHEATHING

HEATING SYSTEM - REFER

TO MECHANICAL

5/8" GYP. BD. ON COLD

FORMED METAL FRAMING

(FILL ENTIRE CAVITY W/ 6"

MINERAL WOOL BATT

INSULATION - MIN. R-13)

CELLULAR PLASTIC WEEP INSERTS

@ 24" O.C. IN OPEN HEAD JOINT

CAVITY DRAINAGE MATERIAL

PATCH EXISTING SUSPENDED

ACOUSTIC CEILING AS

REQUIRED, VIF

EXISTING METAL ROOF DECK,

REFER TO STRUCTURAL, VIF

MATCH DEPTH OF EXISTING

ROOF INSULATION, PATCH AND

FLASH EXISTING ROOFING AS

REQUIRED

EXPANSION JOINT W/

COMPRESSIBLE TUBE &

INSULATION & INSUL. RETAINER

STEEL STRUCTURE W/ FIBER

SPRAYED FIREPROOFING

PER UL X772 (3 HR.)

5/8" GYP. BD. & METAL STUD

FRAMING BULKHEAD

CONCRETE…