36C24618B0611-002.pdf

COVER SHEET

& DRAWING INDEX

GI001

DSTH

REPLACE ROOF and

BRICK REPAIRS 110A

590-17-106

NO. DESCRIPTION DATE

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

100% SUBMISSION - FOR CONSTRUCTION

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

A Serv ic e

D i s ab l e d Ve t e r an Owned Sma ll Bus iness

SDVOSB

CVE

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

NO. DESCRIPTION DATE

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

REPLACE ROOF and

BRICK REPAIRS 110A

HAMPTON VA MEDICAL CENTER

HAMPTON, VA

1-26-2018

Approved:

Building Number

100% CONSTRUCTION DOCUMENTS

590-17-106

110A

DEMOLITION DRAWINGS

DJPDJP

AD101

DEMOLITION GENERAL NOTES

• DEMOLITION DRAWINGS INDICATE IN GENERAL, THE EXTENT OF DEMOLITION. REMOVE ALL ASSOCIATED

APPURTENANCES NOT REQUIRED IN THE NEW WORK, ALL ABANDONED ITEMS, AND ALL ITEMS REQUIRED FOR THE INSTALLATION OF NEW WORK, TO PROVIDE FOR A COMPLETE PROJECT. ITEMS NOT SPECIFICALLY INDICATED THAT ARE QUESTIONABLE FOR REMOVAL SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR A DECISION.

• THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO THE

START OF CONSTRUCTION.

• THE CONTRACTOR SHALL PATCH ALL EXISTING SURFACES TO MATCH EXISTING WHERE AFFECTED BY CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO PLUMBING, MECHANICAL AND ELECTRICAL WORK.

• THE CONTRACTOR SHALL PATCH NAIL HOLES, ETC, AND REMOVE MISCELLANEOUS APPURTENANCES ON EXISTING

WALLS TO BE PAINTED OR COVERED WITH WALL COVERING.

• ALL NEW WORK SHALL ALIGN WITH EXISTING WHERE THEY INTERSECT UNLESS OTHERWISE NOTED.

• THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING SURFACES WHICH WERE PREVIOUSLY DAMAGED

PRIOR TO CONSTRUCTION OPERATIONS IF VISIBLE AFTER NEW WORK IS COMPLETE, REGARDLESS IF THE ITEM

WAS SPECIFICALLY NOTED OR NOT.

• THE CONTRACTOR SHALL REMOVE AND PATCH ANY AREAS UNCOVERED WHERE WOOD NAILERS OR GROUNDS ARE FOUND TO EXIST BEHIND ANY TRIM ITEMS OR EQUIPMENT REMOVED. WALLS SHALL BE MADE FLUSH WITH EXISTING

ADJACENT SURFACES AND READY TO RECEIVE NEW FINISHES.

• IF ANY ASBESTOS CONTAINING MATERIAL IS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION OPERATIONS WHICH IS NOT INDICATED ON THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE

ARCHITECT IMMEDIATELY.

• ALL SIGNAGE WHICH OCCURS ON WALL OR ON DOORS TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR

AND TURNED OVER TO THE OWNER.

• ALL FINISHES LISTED IN THE DEMOLITION SCHEDULE SHALL BE REMOVED COMPLETELY UNLESS INDICATED OTHERWISE. DEMOTION SHALL INCLUDE BACKINGS, MASTIC AND GLUES, SETTING BEDS, AND SUBSTRATE AS

REQUIRED TO PREPARE THE MATERIAL FOR NEW WORK AND/OR FINISHES.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS SHEET ONLY UNLESS OTHERWISE

NOTED.

• ALL EXISTING NURSE CALL, SMOKE DETECTORS, AND SPEAKERS TO REMAIN AND REWORKED WITH NEW CEILING

SYSTEM.

• EXISTING WALL FINISHES TO BE VERIFIED AND PREPPED ACCORDINGLY FOR NEW FINISHES SCHEDULES - BY

CONTRACTOR.

• THESE DEMOLITION NOTES ARE FOR ARCHITECTURAL WORK ONLY. SEE ALL OTHER DRAWINGS FOR DEMOLITION

INFORMATION PERTAINING TO OTHER DISCIPLINES.

• ALL ITEMS IDENTIFIED FOR REMOVAL AND REUSE SHALL BE STORED BY THE CONTRACTOR AND REINSTALLED VIA

METHODS COMPATABLE WITH NEW WORK.

• DAMAGE AND / OR DEMOLITION OF EXISTING CONDITIONS BEYOND THE SCOPE OF WORK DOCUMENTED IS TO BE

REPAIRED OR REPLACED SOLELY AT THE CONTRACTORS EXPENSE.

NORTH & WEST ELEVATION DEMOLITION & EXISTING CONDITIONSELECTRICAL ROOM C409 PARTIAL WALL DEMOLITION

HIGH ROOF DEMOLITION & EXISTING CONDITIONS

REMOVE AND DISCARD ALL

ROOFING AND INSULATION

REMOVE AND STORE ROOF DRAIN

ASSEMBLY FOR REUSE, TYP.

DEMOLISH BRICK VENEER TO

EXTENTS INDICATED ON NEW WORK

DRAWINGS. OUTLINED AREA

ILUSTRATED HERE IS FOR

REFERENCE ONLY.

REMOVE PRECAST AND

METAL COPING AS REQUIRED

TO EXPOSE EXISTING

FLASHING. STORE ALL

REMOVED ITEMS FOR REUSE.

NEW WORK DATUM AT TOP OF

EXISTING FLASHING TO REMAIN.

DEMOLISH AND REMOVE CMU TO EXTENTS INDICATED ON NEW

WORK DRAWINGS AND REFERENCED BY OUTLINED AREA HERE REMOVE LIGHT FIXTURE, CONDUIT, FITTINGS AND ACCESSORIES.

STORE FOR REUSE.

7 8 9

C

D

E

F

AE400

AE400

38' - 3"

/2

1' - 2 1/2" 6' - 1" 23' - 8" 6' - 1" 1' - 2 1/2"

TYP

TYP

TYP

TYP

1'

1/

2"

/2

1'

1/ 2"

AE100

1/4" / 1'- 0"

1/4" / 1'- 0"

1/ 8"

1'

- 0

1/ 8"

1'

- 0

RIDGE

VALLEYVA

LL

EY

VA

LL

EY

VALLEY

7 8

C

D

E

F

AE400

AE400 7

AE400

7' - 2"

DASHED LINE INDICATES

EXTENTS OF DEMOLITION

AND REPAIR OF EXISTING

BRICK VENEER

AE400

1' - 4"

2'

0"

AE400

SEE ROOFING MFR.

FOR SPLICING DETAILS

FULLY ADHERED PVC

MEMBRANE

EXISTING

ROOF DRAIN

EXISTING CONCRETE

ROOF DECK

1'

0"

6" 4"

EXISTING PRECAST

PARAPET

FULLY ADHERED

PVC MEMBRANE

INSTALL PER

MFR. 'S STANDARD

DETAILS

BUILDING REGULATION DATA

IBC 2015

USE GROUP

I2: INSTITUTIONAL

CONSTRUCTION TYPE TABLE 601

TYPE 1A FULLY SPRINKLERED

STRUCTURAL FRAME: 3 HOURS

BEARING WALLS: 3 HOURS

FLOOR CONSTRUCTION: 2 HOURS

ROOF CONSTRUCTION: 1 1/2 HOURS

BUILDING AREA AND HEIGHTS TABLE 503

UNLIMITED

MEANS OF EGRESS

NOT APPLICABLE

USE GROUP

CHAPTER 18/19 NEW AND EXISTING

HEALTHCARE OCCUPANCIES

CHAPTER 43 BUILDING REHABILITATION

CONSTRUCTION TYPE TABLE 19.1.6.1

TYPE 1 (332) NFPA 220 2015 EDITION

BEARING WALLS: 3 HOURS

COLUMNS SUPPORTING MORE THAN ONE

FLOOR: 3 HOURS

BEAMS SUPPORTING MORE THAN ONE

FLOOR: 3 HOURS

FLOOR - CEILING ASSEMBLIES: 2 HOURS

ROOF CEILING ASSEMBLIES: 1 1/2 HOURS

NUMBER OF STORIES

NO CHANGE / NOT APPLICABLE

NFPA 101 2015

INTERNATIONAL BUILDING CODE (IBC 2015)

NFPA-101 LIFE SAFETY CODE (2015)

NFPA-220 STANDARD TYPE OF BUILDING CONSTRUCTION (2013)

NFPA-101 LIFE SAFETY CODE (2015) CHAPTER 43.6 RECONSTRUCTION

APPLICABLE CODES AND STANDARDS:

MEANS OF EGRESS

NOT APPLICABLE

FIRE PROTECTION:

NO CHANGE

DOOR TAG

TYP

M349

XXX

EXISTING DOOR

NEW DOOR

DEMO DOOR

NEW WALL

EXISTING WALL

DEMO WALL OR ITEMS

ABOVE OR BELOW

WALL TAG

ROOM NUMBER

REVISION TAG

EQUIPMENT TAG

TOILET ACCESSORY TAG

DEMOLITION NOTE

NEW WORK NOTE

A810

DEMO ROOM NUMBER

CURTAIN WALL AND

WINDOW MARKER1i

INTERIOR ELEVATION

MARKER

SECTION OR WALL

SECTION NUMBER

COLUMN GRID NUMBER

EXISTING COLUMN

GRID NUMBER1

A120

BUILDING ELEVATION

MARKER

A810

A810 DETAIL MARKER

1 PHASING NOTES

JSN

7 8 9

F

AE400

8 8 8 8

TYP.

± 2' - 10" FIELD VERIFY

STAINLESS

STEEL CLAMP

MASTIC

SINGLE-PLY ROOFING

ROOF INSULATION

EXISTING

CONCRETE DECK

MOLDED RUBBER

PIPE SEAL

LAP SEAL

VENT PIPE

LAP SEALANT

A Serv ic e

D i s ab l e d Ve t e r an Owned Sma ll Bus iness

SDVOSB

CVE

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

NO. DESCRIPTION DATE

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

REPLACE ROOF and

BRICK REPAIRS 110A

HAMPTON VA MEDICAL CENTER

HAMPTON, VA

1-26-2018

Approved:

Building Number

100% CONSTRUCTION DOCUMENTS

590-17-106

110A

FLOOR & ROOF PLANS

AuthorChecker

AE100

GENERAL NOTES

NEW WORK NOTES#

1 FULLY ADHERED WHITE PVC ROOFING MEMBRANE SYSTEM ON TAPERD INSULATION (1 1/2" MIN.).

SLOPE 1/4" PER FOOT. UNLESS OTHERWISE NOTED.

2 EXISTING ROOF DRAIN.

3 TAPERED INSULATION CRICKET.

4 EXISTING PRECAST LOUVER MODULE.

5 EXISTING VENT THROUGH ROOF. LOCATION TO BE FIELD VERIFIED. PROVIDE EXTENTIONS TO PIPE

AS REQUIRED TO MAINTAIN 6" CLEARANCE ABOVE ROOF FACE. SEE 4/AE100

6 PROVIDE NEW PREFABRICATED ALUMINUM COPING

7 SUPPORT WIRE ABOVE AND WALL ANCHOR. LOCATION TO BE FIELD VERIFIED. ANCHOR TO REMAIN

IN PLACE UNLESS TEMPORARY PROVISIONS WITH ALTERNATE SUPPORT IS PROVIDED.

8 PROVIDE 1" NON-INSULATED BLANK-OFF PANEL ON REAR FACE OF EXISTING LOUVER.

9 PROVIDE NEW CANOPY ABOVE.

10 PROVIDE NEW GALVANIZED METAL HOOD.

1/4" = 1'-0"

HIGH ROOF

1/4" = 1'-0"

LOW ROOF / FOURTH FLOOR

AE100 1 1/2" = 1'-0"

3 TYPICAL ROOF DRAIN

• CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR FOR A RESOLUTION. ADJUSTMENTS

TO DIMENSIONS AND CONDITIONS SHOWN MAY BE REQUIRED.

• ALL DIMENSIONS ARE REFERENCED FROM FACE OF STUD AT NEW CONSTRUCTION UNLESS OTHERWISE NOTED.

DIMENSIONS ARE REFERENCED FROM FACE OF FINISH AT EXISTING CONSTRUCTION.

• ALL DIMENSIONS INDICATED +/- ARE APPROXIMATE AND MUST BE FIELD VERIFIED PRIOR TO THE START OF

CONSTRUCTION.

• PROVIDE SHALL MEAN TO SUPPLY, TO FURNISH AND TO INSTALL COMPLETE WITH ALL ACCESSORIES, PARTS AND/OR

SERVICES TO BE READY FOR ITS INTENDED USE.

• WHERE WORK ABUTS OR ADJOINS EXISTING SURFACES WHICH WILL REMAIN EXPOSED, ALIGN NEW WORK FLUSH

WITH EXISTING ADJACENT SURFACES.

• THE CONTRACTOR SHALL MAINTAIN THE EXISTING BUILDING IN A WATER TIGHT CONDITION THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. REPAIR DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE BUILDING AND ITS OCCUPANTS DURING THE CONSTRUCTION PERIOD.

• CONTRACTOR SHALL PROVIDE BARRIERS TO PREVENT ENTRY TO THE CONSTRUCTION AREA. BARRIERS SHALL NOT

INTERFERE WITH THE OWNERS USE OF THE SITE.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS ONLY UNLESS OTHERWISE NOTED.

• ALL MODIFICATIONS TO THE EXISTING ROOF SHALL BE MADE IN ACCORDANCE WITH VAMC'S EXISTING ROOF

WARRANTY. COORDINATE ALL MODIFICATIONS TO THE ROOF WITH THE COR.

• JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

• ALL ITEMS IDENTIFIED FOR REMOVAL AND REUSE SHALL BE STORED BY THE CONTRACTOR AND REINSTALLED VIA

METHODS COMPATABLE WITH NEW WORK.

• DAMAGE AND / OR DEMOLITION OF EXISTING CONDITIONS BEYOND THE SCOPE OF WORK DOCUMENTED IS TO BE

REPAIRED OR REPLACED SOLELY AT THE CONTRACTORS EXPENSE.

1/4" = 1'-0"

SYMBOL LEGEND

1/4" = 1'-0"

PENTHOUSE / FIFTH FLOOR

(NOTES REFER TO THIS SHEET ONLY)

AE100 3" = 1'-0"

4 TYPICAL VENT THROUGH ROOF

C D E F

MECH. FLOOR

75' - 4 9/16"

HIGH ROOF

91' - 4 9/16"

AE400

NEW WORK DATUM

64' - 11 1/4"

± 10' - 8"

C

O U

R

SE

S

EQ EQ

AE400

TYP.

TYP.

AE400

± 13' - 4"

C

O U

R

SE

S

TOP OF EXISTING

BASE FLASHING

AE400

7 8 9

FOURTH FLOOR

63' - 4 9/16"

MECH. FLOOR

75' - 4 9/16"

HIGH ROOF

91' - 4 9/16"

NEW WORK DATUM

64' - 11 1/4"

7' - 2"

C

O U

R

SE

S

11 TYP

AE400

SIM.

TOP OF EXISTING

BASE FLASHING

LOW ROOF

64' - 0 9/16"

MECH. FLOOR

75' - 4 9/16"

HIGH ROOF

91' - 4 9/16"

NEW WORK DATUM

64' - 11 1/4"

TOP OF EXISTING

BASE FLASHING

PREFABRICATED (.08)ALUMINUM

COPING WITH CONT CLEAT, SEE

SCHEDULE FOR FINISHES FOR

COLOR. INSTALL PER

MANUFACTURER INSTRUCTIONS

OVER EXISTING CONCRETE COPING.

CONT SEALANT

FULLY ADHERED PVC

MEMBRANE, 1/4" COVER BOARD,

TAPERED INSULATION (1" MIN.).

PROVIDE FLASHING AT PARAPET

PER MANUFACTURER DETAIL.

(2) LAYERS OF 5/8" EXTERIOR

GRADE PLYWOOD TO BE FLUSH

WITH FACE OF CONCRETE COPING.

FASTEN TO EXISTING PARAPET.

EXISTING MASONRY PARAPET

FILL CAVITY WITH

DRAINAGE MESH

TO FLASHING

BELOW

CONT. THROUGH

WALL FLASHING

WEEP HOLES @

24" O.C. HORIZ.

WEEP HOLES @

24" O.C. HORIZ.

NEW BRICK

VENEER

EXISTING METAL

CONDUIT BEYOND

BASE FLASHING TO

MATCH EXISTING

ADJUSTABLE

MASONRY TIE @ 16"

VERT & HORIZ UNLESS

OTHERWSE NOTED

TYP.

WEEP HOLES @

24" O.C. HORIZ.

THROUGH WALL

FLASHING OVER

EXISTING CONDUIT

CONT. THROUGH

WALL FLASHING

CUT BRICK TO

MATCH EXISTING

CUT BRICK @

CONDUIT

6" CMU INFILL.

SEE SHEET

AD101 FOR

AREA OF INFILL.

FLUID APPLIED

AIR BARRIER EXISTING CMU

TO REMAIN

1/

2"

1/

2"

C

O U

R

SE

S

C U

T

BR

IC

K

C

O U

R

SE

S

C O

U R

SE

S

2"

2"

M

IN

8"

PROVIDE NEEDLE BEAM OR SIM. SHORING AT

4'-0" O.C. MAX. CONTRACTOR SHALL RETAIN

A PROFESSIONAL ENGINEER LICENSED IN

THE PROJECT JURISDICTION TO DESIGN

TEMPORARY WALL SHORING SYSTEM.

REMOVE (1) CMU AT NEEDLE BEAM

LOCATIONS.

2'

3/

8"

RE-BUILD EXTERIOR

BRICK AND INTERIOR CMU

AFTER REMOVAL OF

TEMPORARY SHORING

CONT. THROUGH

WALL FLASHING

OVERLAP WITH

EXISTING FLASHING

BEYOND

WEEP HOLES @

24" O.C. HORIZ.

FLUID APPLIED

AIR BARRIER

1 " DRAINAGE MESH

TO MATCH SLOPE OF

FLASHING

EXISTING

BRICK VENEER

± 5/8"

DRAPE 20" WIDE

DRAINAGE MESH AT

BASE OF CAVITY TO

CATCH MORTAR

DROPPINGS

+ 4' - 0"

30.00°

1/2"

6"

6"

6" M

IN

4"

METAL COUNTER FLASHING

SET INTO MORTAR

METAL HEADWALL FLASHING

FIBERGLASS ROOF

SHINGLES

SBS MODIFIED ROOF

UNDERLAYMENT

METAL DRIP EDGE

SHINGLE

STARTER STRIP

5/8" CDX PLYWOOD

SHEATHING

2 X 6 TREATED WOOD

JOIST MOUNTED

BETWEEN METAL

STRUT FRAME

60.00°

1 5/8" METAL STRUT W/

3" SLOTS TYP.

2 X 6 TREATED WOOD

JOIST MOUNTED

BETWEEN METAL

STRUT FRAME

4'

2"

EQ

EQ

MASONRY COMPATABLE

ADHESIVE ANCHORS, @

(3) LOCATIONS PER

BRACE, 3" EMDEDMENT

INTO BRICK.

COORDINATE BOLT SIZE

WITH CHANNEL MFR.,

A

B

C

ABOVE NEW WORK DATUM

EXISTING BRICK VENEER

D

B1

D

A

B B1

C D

3 1/8"

3 3/8"

1 7/8"

1'

9"

1" 1'

4"

4"

24 GAUGE

GALVANIZED

STEEL HOOD

1 3/4" GASKETED, HEX HEAD,

MASONRY SCREW @ 8" O.C.

EXISTING PIPES &

CONDUIT TO

REMAIN.

3/4"

BENT TAB

BEYOND, FASTEN TO

SIDE PANEL @ 6" O.C.

CUT SLOT IN SIDE

PANEL TO ACCEPT

EXISTING CONDUIT.

SEE AD101 FOR

REFERENCE

4"

PROVIDE METAL STEP

FLASHING ALONG

COPING DEPTH

SEALANT

REINSTALLED,

EXISTING COPING

PATCH AND REPAIR

CONTINUOUS

FLASHING WHERE

COPING WAS

REMOVED.

EXISTING

MASONRY

PARAPET

8"

CONT. THROUGH WALL

FLASHING, OVERLAP PARAPET

FLASHING WITH HORIZ. LEG

SEALANT AND

BACKER ROD

A Serv ic e

D i s ab l e d Ve t e r an Owned Sma ll Bus iness

SDVOSB

CVE

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT / ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

NO. DESCRIPTION DATE

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone: 757-471-0537 Fax: 757-471-4205

PF&A DESIGN

REPLACE ROOF and

BRICK REPAIRS 110A

HAMPTON VA MEDICAL CENTER

HAMPTON, VA

1-26-2018

Approved:

Building Number

100% CONSTRUCTION DOCUMENTS

590-17-106

110A

ELEVATIONS & SECTIONS

AuthorChecker

AE400

AE400 1/4" = 1'-0"

7 NORTH ELEVATION

AE400 1/4" = 1'-0"

6 WEST ELEVATION

AE400 1 1/2" = 1'-0"

5 WALL SECTION

ELEVATION NOTES

1 PROVIDE NEW BRICK VENEER TO MATCH EXISTING. PROVIDE TEMPORARY SHORING TO SUPPORT

EXISTING BRICK VENEER TO REMAIN.

2 REMOVE AND DISCARD SEALANT AND DEBRIS TO EXPOSE EDGE OF THROUGH WALL FLASHING

ALONG ENTIRE ELEVATION AS INDICATED BY DASHED LINE.

3 PROVIDE NEW CANOPY.

4 PROVIDE CUSTOM BREAK METAL PIPE COVER FASTENED TO WALL.

5 RELOCATE EXISTING LIGHT FIXTURE CENTERED OVER DOOR. EXTEND POWER TO FIXTURE WITH

INTERIOR CONDUIT.

6 PROVIDE PREFABRICATED ALUMINUM COPING

7 EXISTING PIPING AND ELECTRICAL EQUIPMENT. SEE EXISTING CONDITION PHOTOS, SHEET AD101.

8 EXISTING METAL CONDUIT. SEE AD101 FOR ADDITIONAL WALL MOUNTED ELECTRICAL SERVICES.

9 AREA OF NEW CMU BACK UP WALL WITH BRICK VENEER.

10 EXISTING LOUVER AND PRECAST MODULE.

11 PROVIDE 1" INSULATED BLANK-OFF PANEL ON REAR FACE OF EXISTING LOUVER WHERE

INDICATED BY DASHED LINE.

12 PROVIDE 1 5/8" GALVANIZED METAL STRUT FRAME MOUNTED TO EXISTING BRICK VENEER..

AE400 1 1/2" = 1'-0"

4 CANOPY SECTION

AE400 12" = 1'-0"

1 METAL STRUT ACCESSORY TYPES

AE400 1 1/2" = 1'-0"

2 HOOD DETAIL

AE400 1 1/2" = 1'-0"

3 TRANSITION DETAIL @ COPING