PLANS - Santoro Hall Roof Replacement-ARCH.rvt.pdf

VICINITY MAP

PROJECT LOCATIONPROJECT LOCATION

LOCATION MAPCONTACTS

CLIENT

ENGINEERS/ARCHITECTS

DJG, INC.

449 McLAWS CIRCLE

WILLIAMSBURG, VA 23185

TRUE

NORTH

TRUE

NORTH

CHRISTOPHER NEWPORT UNIVERSITY

SANTORO HALL - ROOF REPLACEMENT

1 AVENUE OF THE ARTS

NEWPORT NEWS, VA 23606

PERMIT SET

1 AVENUE OF THE ARTS

NEWPORT NEWS, VA 23606

1 AVENUE OF THE ARTS

NEWPORT NEWS, VA 23606

1 AVENUE OF THE ARTS,

NEWPORT NEWS, VA 23606

CHRISTOPHER NEWPORT UNIVERSITY

JOHN C. OZMORE, AIA

BUILDINGS GROUP MANAGER

757.253.0673 jozmore@djginc.com

DAVID GUGLIELMO, CEM

ASSOCIATE DIRECTOR OF FACILITIES MANAGEMENT

757.594.8964 david.guglielmo@cnu.edu

PC# 242-B4242-003

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JOHN C. OZMORE

Lic.No.014303

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

1620 HILLSBOROUGH STREET

SUITE 100

RALEIGH, NC 27603

(984) 288-1300

REVISIONS

Design like YOU mean it!

SHEET OF

A u to d e s k D o c s /C

N U

S a n to ro H a ll

R o o f R e p la c e m e n t/ C

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G-001

COVER SHEET

2240380

DFB

MAL

JCO

1 AVENUE OF THE ARTS

NEWPORT NEWS, VA 23606

PC# 242-B4242-003

SANTORO HALL -

ROOF

REPLACEMENT

PERMIT SET

CHRISTOPHER NEWPORT

UNIVERSITY

1 10

AN ASBESTOS INSPECTION WAS NOT PERFORMED BECAUSE ALL PORTIONS OF THE EXISTING BUILDING THAT MAY BE AFFECTED BY THE

WORK WERE ORIGINALLY CONSTRUCTED AFTER JANUARY 1, 1985

AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS HAS NOT BEEN CONDUCTED BECAUSE THE BUILDING WAS CONSTRUCTED AFTER JANUARY 1, 1985 AND THE OWNER HAS NO KNOWLEDGE OF LEAD CONTAINING OR COATED BUILDING COMPONENTS IN THE BUILDING. IT IS THE CONTRACTOR’S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD. ALL LEAD AND LEAD-COATED BUILDING COMPONENTS

SHALL BE RECYCLED TO THE EXTENT POSSIBLE

GENERAL INFORMATION:

LEAD AND ASBESTOS STATEMENTS

SHEET LIST

Sheet Number Sheet Name

G-001 COVER SHEET

G-002 GENERAL INFORMATION

G-003 PHOTO REFERENCE

AD101 ROOF DEMOLITION PLAN - NORTH

AD102 ROOF DEMOLITION PLAN - SOUTH

A-101 OVERALL ROOF NEW WORK PLAN

A-102 ROOF PARTIAL NEW WORK PLAN - NORTH

A-103 ROOF PARTIAL NEW WORK PLAN - SOUTH

A-501 ROOF DETAILS

A-502 ROOF DETAILS

# DATE DESCRIPTION

02/11/2025

02.11.2025

AC AIR CONDITIONING, ASBESTOS CEMENT, ACRES

ACT ACOUSTIC CEILING TILE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

AL ALUMINUM

ABBREVIATIONS

BD BOARD

BOT BOTTOM

BOS BOTTOM OF SLAB

C CELSIUS, CENTERLINE, CARPET

CLG CEILING

CPT CARPET

CT CERAMIC TILE

DEMO DEMOLITION, DEMOLISH

DIA DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

DWG DRAWING

(E) EXISTING

EA EACH

EJ EXPANSION JOINT

ELEV ELEVATOR, ELEVATION

EQ EQUAL

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

GA GAUGE

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HEIGHT

INSUL INSULATION, INSULATED

INT INTERIOR

JC JANITOR CLOSET

KIT KITCHEN

KO KNOCK OUT

L LENGTHLT LIGHT

LTG LIGHTING

LVT LUXURY VINYL TILE

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MDF MEDIUM-DENSITY FIBERBOARD

MECH MECHANICAL

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MO MASONRY OPENING

(N) NEW

NA NOT APPLICABLE

NIC NOT IN CONTRACT

OC ON CENTER

OFCI OWNER-FURNISHED CONTRACTOR-INSTALLED

OFOI OWNER-FURNISHED OWNER-INSTALLED

ORD OVERFLOW ROOF DRAIN

PLYWD PLYWOOD

PNT PAINT

PVC POLY VINYL CHLORIDE

QT QUARRY TILE

RCP REFELECTED CEILING PLAN

RD ROOF DRAIN

REV REVISION

RO ROUGH OPENING

SF SQUARE FOOT

SIM SIMILAR

SQ SQUARE

SS SOLID SURFACING

SV SHEET VINYL

T TILE

TO TOP OF

TOF TOP OF FOOTING

TOS TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

UCR UNDER COUNTER REFRIGERATOR

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION

VEST VESTIBULE

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WIDTH, WOOD

WH WATER HEATER

WT WEIGHT

Ø DIAMETER

GENERAL SYMBOL LEGEND

SHEET NUMBER

A-100

SHEET NUMBER

DISCIPLINE CODE

1/8" = 1'-0"

View NameView Name

VIEW TITLE

DRAWING SCALE

DRAWING NUMBER

1/8" = 1'-0"

View NameView Name1 A-999A-999

VIEW TITLE WITH REFERENCES

DRAWING SCALE

SHEET NUMBER

DRAWING NUMBER

REFERENCE

SHEET NUMBER

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

POSITION ON SHEET

SHEET NUMBER

POSITION ON SHEET

SHEET NUMBER

MATCH LINES

MATCHLINE

SEE: A1/A-101B

SHEET NUMBER

POSITION ON SHEET

AREA REFERENCE

A

SEE: (X/X-XXX)

REFERENCE TO AREA

VIEW REFERENCE

TO ADDITIONAL

INFORMATION

BUILDING SECTION

POSITION ON SHEET

SHEET NUMBER

WALL SECTION

POSITION ON SHEET

SHEET NUMBER

DETAIL - SECTION

POSITION ON SHEET

SHEET NUMBER

DETAIL - PLAN/RCP

POSITION ON SHEET

SHEET NUMBER

DRAWING REVISIONS

REVISION NUMBER

NORTH ARROW

TRUE NORTH

PLAN NORTH

GRAPHIC SCALE

COLUMN GRID LINES

COLUMN GRID

LINES

1 2

A

B

LEVEL DATUM

LEVEL XX

0' - 0"

LEVEL NAME

LEVEL

ELEVATION

SPOT ELEVATION

0'-0"

SPOT

ELEVATION

ROOM TAG/AREA TAG

ROOM OR AREA NAME

ROOM OR AREA NUMBER

A-200

A1

A2B2

B1

A-350

A-101

SIM

A-101

SIM

A

A-101

SIM

A-101

SIM

A-101

SIM

PLAN

NORTH

8'4' 16'0

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

ROOM NAME

101101

? KEYNOTE

EXISTING TO REMAIN ITEMS

PROJECTION OR

SURFACE LINES

CUT LINES

ITEMS TO BE DEMOLISHED

PROJECTION OR

SURFACE LINES

CUT LINES

NEW TO EXISTING DESIGNATION

NOTE: SYMBOLS AND ABBREVIATIONS ARE SHOWN FOR REFERENCE ONLY AND DO NOT

CONSTITUTE A CHECK LIST REQUIRED BY THE CONTRACT

PROJECT SUMMARY

THE PROJECT LOCATED ON SANTORO HALL AT CHRISTOPHER NEWPORT UNIVERSITY CONSISTS OF DEMOLITION, REMOVAL, AND REPLACEMENT OF LOW SLOPE ROOF WITH RELATED FLASHING AND CURBINGS ON THE PLAN NORTH OF THE BUILDING. THE EXISTING BALLASTED EPDM ROOF TO BE REMOVED AND DISPOSED OF IN ITS ENTIRETY. A NEW LOW SLOPE MODIFIED BITUMEN ROOF SYSTEM TO BE INSTALLED OVER EXISTING HOLLOW CORE CONCRETE PLANK DECK. ALL RELATED FLASHINGS, PENETRATIONS, AND CURBINGS ARE ENCOMPASSED IN THE ROOF REPLACEMENT. A NEW ROOF HATCH AND HATCH RAILING AND POST SYSTEM WILL BE INSTALLED. EXISTING OVERFLOW ROOF DRAIN SCUPPERS ARE TO BE ENLARGED AND ADDED TO MEET PROPER OVERFLOW DRAINAGE. ROOF WALK PADS FROM THE ROOF HATCH TO EXISTING MECHANICAL EQUIPMENT ALSO ARE INCLUDED IN THE REPLACEMENT OF THE ROOF. PLAN SOUTH ROOF

REPLACEMENT IS SIMILAR IN CONSTRUCTION AND MATERIALS UNDER AN ADDITIVE BIT ITEM.

TOTAL ROOF AREA: 24,077 SQ. FT.

WIND SPEED: 118 MPH

BUILDING AREA: 96,308 SQ. FT. (24,077 SQ. FT. PER FLOOR)

OCCUPANT LOAD: 867 OCCUPANTS (PER 1992 RECORD DRAWINGS)

EXPOSURE CATEGORY: B

RISK CATEGORY: II

ROOF LIVE LOAD: 20 PSF

GROUND SNOW LOAD: 37 PSF

WIND SPEED: 118 MPH

100 YEAR HOURLY RAINFALL INTENSITY: 3.59" PER HOUR

100 YEAR 15 MINUTE RAINFALL INTENSITY: 6.80" PER HOUR

CONSTRUCTION TYPE: TYPE 2B, FULLY SPRINKLERED

OCCUPANCY GROUPS: R-2, A-3, S-1

*CODE INFORMATION TAKEN FROM DRAWINGS DATED APRIL 2011

APPLICABLE BUILDING CODES AND REGULATIONS

THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS AND BUILDING CODES GOVERNING THIS PROJECT. SUCH COMPLIANCE

SHALL INCLUDE, BUT NOT BE LIMITED TO, THE LATEST ADOPTED VERSIONS OF:

2024 CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL (CPSM), REV (0)

2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE, PART I, VIRGINIA CONSTRUCTION CODE (VCC) 2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE, PART II, EXISTING BUILDINGS (VEBC) 2021 VIRGINIA MECHANICAL CODE: IN ACCORDANCE WITH THE VIGINIA ENERGY CONSERVATION CODE (VECC), THE BUILDING SHALL COMPLY

WITH VECC SECTIONS C402 THROUGH C405 AND C408

2021 VIRGINIA PLUMBING CODE

2020 NATIONAL ELECTRICAL CODE (NFPA 70)

2017 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES (ICC A117.1) CHAPTERS 1, 3 AND 11

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ASAD) CHAPTER 2

ASCE 7-22 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES

WHERE LAWS AND CODES ARE IN DIRECT CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL PREVAIL.

IN ACCORD WITH THE HIGH PERFORMANCE BUILDINGS ACT, THE BUILDING IS EXEMPT FROM COMPLIANCE BECAUSE THE COST OF THE

RENOVATIONS DOES NOT EXCEED 50% OF THE VALUE OF THE BUILDING.

1. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO STARTING DEMOLITION.

2. DEMOLITION INDICATED ON THE DRAWINGS IS CONCEPTUAL AND NOT INTENDED TO CONVEY FULL EXTENT. DEMOLISH EXISTING

CONSTRUCTION WITHIN DEMOLITION LIMITS TO FULL EXTENT, TO FULLY ACCEPT NEW WORK WITH CLEAN, FLUSH, AND NEAT TRANSITIONS. PATCH EXISTING WORK TO PRODUCE FLUSH AND SMOOTH SURFACES SUCH THAT OLD AND NEW CONSTRUCTION IS

INDISTINGUISHABLE.

3. CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IF, AFTER DEMOLITION, HE FINDS CONDITIONS WHICH MAY BE DAMAGED OR CODE DEVIANT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO CONSTRUCTION. VARIANCES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER IN WRITING PRIOR TO COMMENCING WORK OR ORDERING MATERIALS

FOR THAT AREA.

4. CARE SHALL BE EXERCISED DURING DEMOLITION, REMOVAL AND NEW CONSTRUCTION WORK TO PROTECT EXISTING AREAS NOT IN

CONTRACT BUT ADJACENT TO WORK.

5. THE ARCHITECT/ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK PERFORMED ON THIS PROJECT AT ANY TIME TO DETERMINE THE CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AS INTENDED AND INTERPRETED BY THE ARCHITECT/ENGINEER. THE OWNER WILL HIRE AN INDEPENDENT, FULL-TIME INSPECTOR TO BE ON SITE BEGINNING AT THE POINT JUST PRIOR TO ROOF SYSTEM APPLICATION. THE INSPECTOR WILL PREPARE DAILY FIELD REPORTS AND DISTRIBUTE TO THE CONTRACTOR, OWNER, AND ARCHITECT/ENGINEER.

6. WHERE DISSIMILAR METALS ARE IN DIRECT PHYSICAL CONTACT, PROVIDE ADEQUATE SEPARATION TO PREVENT GALVANIC ACTION.

7. PROVIDE 4'-0" x 4'-0" x 1/2" DEEP SUMP, SLOPED TO DRAIN, TYP @ PRIMARY ROOF DRAINS.

8. REMOVE (E) ROOF SYSTEMS AND INSULATION, COMPLETE, DOWN TO THE (E)CONCRETE ROOF DECK. CLEAN ROOF DECK PRIOR TO (N)

ROOF INSTALLATION. INSPECT (E)CONCRETE DECK FOR DAMAGE/DETERIORATION.

9. THE CONTRACTOR SHALL VERIFY THAT ALL (E) PRIMARY ROOF DRAIN PIPING FLOWS FREELY AND, IF (E) PIPING IS FOUND TO BE

CLOGGED OR SLOW RUNNING, THE CONTRACTOR SHALL CLEAR ALL DRAIN PIPE DEBRIS.

10.ALL VALLEYS SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT, TYPICAL.

11.CONTRACTOR TO COORDINATE MATERIALS LAY-DOWN AREA WITH OWNER.

12.OWNER TO CONFIRM; OWNER WILL OCCUPY THE PREMISES AND BUILDING DURING THE ENTIRE CONSTRUCTION PERIOD, WITH THE

EXCEPTION OF THE AREAS UNDER CONSTRUCTION. CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER'S

ONGOING OPERATIONS.

13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING AREAS OF THE SITE TO THEIR ORIGINAL CONDITION THAT ARE DISTURBED DURING THE PERFORMANCE OF THE WORK. TURF SHALL BE RE-GRADED WITH NEW TOPSOIL, SEEDED, AND COVERED WITH STRAW.

14.THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN SAFE BUILDING EGRESS INCLUDING MEANS OF EGRESS, EXITS, AND EXIT DISCHARGE DURING THE PERFORMANCE OF THIS PROJECT. CONTRACTOR'S PERSONNEL, MATERIALS, AND EQUIPMENT SHALL NOT IMPEDE EGRESS. DURING THE BUILDING'S OPERATING HOURS, PROVIDE OVERHEAD PROTECTION WHEN WORK IS PERFORMED OVER OR DIRECTLY ADJACENT TO A FUNCTIONING BUILDING ENTRANCE/EXIT. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE, BUT IS NOT LIMITED TO, EMERGENCY EGRESS SIGNAGE, FLAGGING, SAFETY BARRIERS, AND OVERHEAD PROTECTION TO MAINTAIN SAFE

OPERATION FOR THE BUILDING'S OCCUPANTS DURING CONSTRUCTION ACTIVITIES.

15.CONTRACTOR TO PROVIDE FLOOR COVERING PROTECTION FROM BUILDING ENTRANCE TO ELEVATOR, INSIDE THE ELEVATOR CABS

FLOOR AND WALLS, AND FROM THE ELEVATOR ON THE TOP FLOOR TO THE ROOF ACCESS HATCH

16. CONTRACTOR SHALL PROTECT THE EXISTING STRUCTURE FROM ALL FIRE HAZARDS IN THE AREA OF WORK DURING ROOF DEMOLITION AND ROOF CONSTRUCTION. THE PROVISIONS OF THE VIRGINIA EXISTING BUILDING CODE AND OF THE INTERNATIONAL FIRE CODE SHALL BE STRICTLY OBSERVED TO SAFEGUARD AGAINST ALL FIRE HAZARDS ATTENDANT UPON CONSTRUCTION OPERATIONS. A FIRE EXTINGUISHER SHALL BE PROVIDED AND SIZED FOR NOT LESS THAN ORDINARY HAZARD AT ALL FLOOR LEVELS WHERE COMBUSTIBLE CONSTRUCTION MATERIALS HAVE ACCUMULATED, IN ALL STORAGE SHEDS, AND WHERE SPECIAL HAZARDS EXIST, SUCH AS THE

STORAGE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.

17. CONTRACTOR SHALL COMPLY WITH NFPA 241. SMOKING SHALL BE PROHIBITED ON SITE. COMBUSTIBLE DEBRIS, RUBBISH AND WASTE MATERIAL SHALL NOT BE ACCUMULATED WITHIN THE BUILDING AND SHALL BE REMOVED FROM THE BUILDINGS AT THE END OF EACH DAYS WORK. STORAGE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE IN CODE COMPLIANT CONTAINERS AND LOCKERS. PROVIDE NOT LESS THAN ONE MULTI-PURPOSE PORTABLE FIRE EXTINGUISHER WITH A MINIMUM 3-A 40-B:C RATING ON THE ROOF. SEE ADDITIONAL

REQUIREMENTS IN SECTION 024119 SELECTIVE DEMOLITION.

GENERAL NOTES

1. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY SO THAT THERE IS NO DAMAGE TO THE

FOURTH-FLOOR DORM ROOMS DURING CONSTRUCTION. CONTRACTOR SHALL INSPECT THE FOURTH

FLOOR BEFORE, DURING AND AFTER DEMO. ALL DAMAGE THAT OCCURS ON THE FOURTH FLOOR

DURING THIS PROJECT SHALL BE CORRECTED AS SOON AS THE DAMAGE HAS BEEN IDENTIFIED. DAILY WORK CAN NOT START UNTIL THE FOURTH FLOOR HAS BEEN VERIFIED TO BE CLEAR OF ALL DAMAGE

AND DEBRIS. THE CONTRACTOR IS ENCOURAGED TO TAKE PHOTOGRAPHS OF THE FOURTH FLOOR

PRIOR TO STARTING WORK TO HAVE REPRESENTATION OF THE EXISTING CONDITIONS. SEE GENERAL

NOTES NUMBER 12 AND 14 FOR MORE INFORMATION.

2. CONTRACTOR SHALL SUBMIT TO THE A/E AND CNU, FOR APPROVAL, A PLAN TO LOWER THE

DEMOLISHED ROOFING MATERIAL. DEMO WORK MAY NOT START UNTIL THIS PLAN HAS BEEN

SUBMITTED, REVIEWED, AND APPROVED.

3. CONTRACTOR SHALL VIDEO SCOPE ALL EXISTING ROOF DRAIN PIPING TO THE FIRST CLEANOUT OUTSIDE OF THE BUILDING TO VERIFY UNDAMAGED OR CLOGGED PIPING. USE INTERNAL CLEAN OUTS FOR LONGER RUNS. A WRITTEN REPORT LISTING RESULTS AND DEFICIENCIES AND A DVD COPY OF

THE THE TV SCOPE SHALL BE PROVIDED.

SPECIAL CONDITIONS

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JOHN C. OZMORE

Lic.No.014303

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

1620 HILLSBOROUGH STREET

SUITE 100

RALEIGH, NC 27603

(984) 288-1300

REVISIONS

Design like YOU mean it!

SHEET OF

A u to d e s k D o c s /C

N U

S a n to ro H a ll

R o o f R e p la c e m e n t/ C

N U

-S a n to ro

H a ll

R o o f R e p la c e m e n t- A

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H .r v t

/6

/2

:4

:1

A

M

As indicated

G-002

GENERAL

INFORMATION

2240380

DFB

MAL

JCO

1 AVENUE OF THE ARTS

NEWPORT NEWS, VA 23606

PC# 242-B4242-003

SANTORO HALL -

ROOF

REPLACEMENT

PERMIT SET

CHRISTOPHER NEWPORT

UNIVERSITY

2 10

# DATE DESCRIPTION

5 6

141516

21 22

ADDITIVE BID #1

LIMIT OF WORK

(BASE BID)

MATCHLINE

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JOHN C. OZMORE

Lic.No.014303

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

1620 HILLSBOROUGH STREET

SUITE 100

RALEIGH, NC 27603

(984) 288-1300

REVISIONS

PLAN

NORTH

Design like YOU mean it!

SHEET OF

A u to d e s k D o c s /C

N U

S a n to ro H a ll

R o o f R e p la c e m e n t/ C

N U

-S a n to ro

H a ll

R o o f R e p la c e m e n t- A

R C

H .r v t

/6

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A

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1/16" = 1'-0"

G-003

PHOTO

REFERENCE

2240380

DFB

MAL

JCO

1 AVENUE OF THE ARTS

NEWPORT NEWS, VA 23606

PC# 242-B4242-003

SANTORO HALL -

ROOF

REPLACEMENT

PERMIT SET

CHRISTOPHER NEWPORT

UNIVERSITY

3 10

OVERALL ROOF PLAN - PHOTOS REFERENCEOVERALL ROOF PLAN - PHOTOS REFERENCE

PHOTO 1 PHOTO 2 PHOTO 3 PHOTO 4 PHOTO 5

PHOTO 6 PHOTO 7 PHOTO 8 PHOTO 9 PHOTO 10

PHOTO 11 PHOTO 12 PHOTO 13

PHOTO 14 PHOTO 15 PHOTO 16

PHOTO 17 PHOTO 18 PHOTO 19 PHOTO 20 PHOTO 21

PHOTO 22

PHOTO 23

PHOTO 24 PHOTO 25 PHOTO 26 PHOTO 27 PHOTO 28

# DATE DESCRIPTION

MATCH LINE MATCH LINE

3 3

3 3 3

3 3 3 3 3

TYP OF 4

(E)RTU-1

'-1

0" 7'

-3

'-1

0"

'-1

0"

9'-8"

2'-2"

6'-7" 129'-9"

148'-1"

174'-7" 8'-3" 18'-6" 6'-3"

1'-5"

208'-11"

1' -2

6' -5

'-5

8' -4

'-1 1"

4'

-3

16'-0"

'-1

1"

7 7

10 10

1' -2

2'

-2

1'-2" 6'-6"

RD

RD

RD

RD

RD

RD

RD

VTRVTRVTR

VTR VTR

VTR VTR

VTR

VTRVTR

VTR

VTR

VTR VTR

RC#2

RC#1

LIMIT OF WORK

ROOF DEMOLITION LEGEND

DUCTWORK ROOF PENETRATION

DUCTWORK SUPPORT CURB

VENT THROUGH ROOF

VTR

ROOF ACCESS HATCH

SUPPORT PIPE

CONDUIT/PIPE PENETRATION

ROOF DRAIN

RD

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JOHN C. OZMORE

Lic.No.014303

8'4' 16'0

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

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

1620 HILLSBOROUGH STREET

SUITE 100

RALEIGH, NC 27603

(984) 288-1300

REVISIONS

PLAN

NORTH

Design like YOU mean it!

SHEET OF

A u to d e s k D o c s /C

N U

S a n to ro H a ll

R o o f R e p la c e m e n t/ C

N U

-S a n to ro

H a ll

R o o f R e p la c e m e n t- A

R C

H .r v t

/6

/2

:4

:5

A

M

As indicated

AD101

ROOF

DEMOLITION

PLAN - NORTH

2240380

DFB

MAL

JCO

1 AVENUE OF THE ARTS

NEWPORT NEWS, VA 23606

PC# 242-B4242-003

SANTORO HALL -

ROOF

REPLACEMENT

PERMIT SET

CHRISTOPHER NEWPORT

UNIVERSITY

4 10

1/8" = 1'-0"AD101A-101

ROOF DEMOLITION PLAN - NORTH (BASE BID)ROOF DEMOLITION PLAN - NORTH (BASE BID)1

DEMOLITION NOTES

KEY VALUE KEYNOTE TEXT

1 DEMOLISH (E) BALLASTED ROOF SYSTEM DOWN TO (E) CONCRETE DECK, PATCH AND REPAIR DECK

WHERE DAMAGED. PREPARE FOR NEW WORK.

2 (E) DUCTWORK PENETRATION, DEMOLISH ROOF SYSTEM AROUND DUCTWORK, PREPARE SURFACE FOR

NEW ROOF AND FLASHING.

3 (E) VENT THROUGH ROOF, DEMOLISH ROOF SYSTEM AT VTR, PREPARE SURFACE FOR NEW ROOF AND

BOOT.

4 DEMOLISH (E) ROOF ACCESS HATCH. DEMOLISH ROOF SYSTEM AT PERIMETER, PREPARE SURFACE FOR

NEW HATCH AND FLASHING.

5 DEMOLISH COPING AND PARAPET FLASHING, PREPARE SURFACE FOR NEW COPING AND PARAPET

FLASHING.

6 DEMOLISH (E) ROOF EXPANSION JOINT. PREPARE ROOF TO RECEIVE (N) EXPANSION JOINT

7 DEMOLISH (E) ROOF DRAIN. PATCH AND REPAIR PIPING AND ROOF PENETRATION. PREPARE SURFACES

FOR NEW ROOF DRAIN

8 (E) MECHANICAL EQUIPMENT CURBING. DEMOLISH ROOF SYSTEM AROUND CURBING, PREPARE

SURFACE FOR NEW ROOF AND FLASHING.

9 DEMOLISH (E) SUPPORT PIPE DOWN TO (E) ROOF DECK. ENSURE TO SECURE FALLING CUT BOLTS FROM

BELOW ROOF DECK. PATCH, CLEAN, OR REPAIR ANY DAMAGE DONE TO SPACES BELOW

10 (E) PIPE PENETRATION. DEMOLISH ROOF SYSTEM AND FLASHING AT PIPE PENETRATION, PREPARE

SURFACE FOR NEW ROOF AND FLASHING AT (E) PIPE

11 DEMOLISH THROUGH WALL SCUPPER, COMPLETE. DEMOLISH TOP OF (E) PARAPET TO ACCOMODATE

OPEN OVERFLOW SCUPPER

12 REMOVE (E) CONCRETE ROOF WALK PADS. RETURN TO OWNER FOR STORAGE AND RE-USE. DISPOSE OF

ANY BROKEN OR SOILED WALK PADS

13 DEMOLISH PORTION OF PARAPET TO ACCOMODATE OPEN OVERFLOW SCUPPER

14 DUCTWORK AND PIPING SUPPORT CURB, TYP. DEMOLISH CURB, PROVIDE TEMPORARY DUCT SUPPORT

AS NEEDED

KEY PLAN

AREA OF

WORK

ROOF CORE LEGEND

RC#1 3-1/2" INSULATION

1/2" COVER BOARD

EPDM MEBRANE

RC#2 8" INSULATION

1/2" COVER BOARD

EPDM MEMBRANE

# DATE DESCRIPTION

2 2 2

3 3 3 3

3 3 3 3

5 5

10 10

(E)RTU-2

'-1

0" 6'

-8

'-4

'-1

0"

4'-8" 4'-0" 156'-3" 8'-11" 5'-10" 15'-3" 5'-10"

5' -1

0"

'-3

5' -1

0" 8'

-1 1"

'-2

5'

-1 0"

1'-10"

6'-9" 129'-10" 16'-0"

154'-5"

'-0

MATCH LINE MATCH LINE

2 2

1' -2

2'

-2

1'-2" 6'-6"

RD

RD

RD

RD

RD

RD

RD

VTRVTRVTRVTR

VTR

VTR VTR

VTRVTR

ADDITIVE BID #1

ROOF DEMOLITION LEGEND

DUCTWORK ROOF PENETRATION

DUCTWORK SUPPORT CURB

VENT THROUGH ROOF

VTR

ROOF ACCESS HATCH

SUPPORT PIPE

CONDUIT/PIPE PENETRATION

ROOF DRAIN

RD

26'-2"

'-1

7'-8"

7' -7

" 11 10

RD

ORD

THLAE

W N

O M

M O C

OF

V

IR

G I N I A

A

RCHITEC

T

JOHN C. OZMORE

Lic.No.014303

8'4' 16'0

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

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

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ARCHITECTS

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449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

1620 HILLSBOROUGH STREET

SUITE 100

RALEIGH, NC 27603

(984) 288-1300

REVISIONS

PLAN

NORTH

Design like YOU mean it!

SHEET OF

A u to d e s k D o c s /C

N U

S a n to ro H a ll

R o o f R e p la c e m e n t/ C

N U

-S a n to ro

H a ll

R o o f R e p la c e m e n t- A

R C

H .r v t

/6

/2

:4

:5

A

M

As indicated

AD102

ROOF

DEMOLITION

PLAN - SOUTH

2240380

DFB

MAL

JCO

1 AVENUE OF THE ARTS

NEWPORT NEWS, VA 23606

PC# 242-B4242-003

SANTORO HALL -

ROOF

REPLACEMENT

PERMIT SET

CHRISTOPHER NEWPORT

UNIVERSITY

5 10

1/8" = 1'-0"AD102A-101

ROOF DEMOLITION PLAN - SOUTH (ADDITIVE BID #1)ROOF DEMOLITION PLAN - SOUTH (ADDITIVE BID #1)1

DEMOLITION NOTES

KEY VALUE KEYNOTE TEXT

1 DEMOLISH (E) BALLASTED ROOF SYSTEM DOWN TO (E) CONCRETE DECK, PATCH AND REPAIR DECK

WHERE DAMAGED. PREPARE FOR NEW WORK.

2 (E) DUCTWORK PENETRATION, DEMOLISH ROOF SYSTEM AROUND DUCTWORK, PREPARE SURFACE FOR

NEW ROOF AND FLASHING.

3 (E) VENT THROUGH ROOF, DEMOLISH ROOF SYSTEM AT VTR, PREPARE SURFACE FOR NEW ROOF AND

BOOT.

4 DEMOLISH (E) SUPPORT PIPE DOWN TO (E) ROOF DECK. ENSURE TO SECURE FALLING CUT BOLTS FROM

BELOW ROOF DECK. PATCH, CLEAN, OR REPAIR ANY DAMAGE DONE TO SPACES BELOW

5 (E) PIPE PENETRATION. DEMOLISH ROOF SYSTEM AND FLASHING AT PIPE PENETRATION, PREPARE

SURFACE FOR NEW ROOF AND FLASHING AT (E) PIPE

6 DEMOLISH COPING AND PARAPET FLASHING, PREPARE SURFACE FOR NEW COPING AND PARAPET

FLASHING.

7 (E) ELEVATOR SHAFT. DEMOLISH ROOF SYSTEM, PREPARE SURFACE FOR NEW ROOF AND FLASHING.

8 (E) MECHANICAL EQUIPMENT CURBING. DEMOLISH ROOF SYSTEM AROUND CURBING, PREPARE

SURFACE FOR NEW ROOF AND FLASHING.

9 DEMOLISH (E) ROOF EXPANSION JOINT. PREPARE ROOF TO RECEIVE (N) EXPANSION JOINT

10 DEMOLISH (E) ROOF DRAIN. PATCH AND REPAIR PIPING AND ROOF PENETRATION. PREPARE SURFACES

FOR NEW ROOF DRAIN

11 DEMOLISH (E) ROOF SYSTEM COMPLETE. PATCH AND PREPARE (E) DECK WHERE DAMAGED. PREAPRE

FOR NEW WORK

12 DEMOLISH (E) OVERFRLOW ROOF DRAIN. PREPARE SURFACE FOR NEW OVERFLOW ROOF DRAIN

13 DEMOLISH THROUGH WALL SCUPPER, COMPLETE. DEMOLISH TOP OF (E) PARAPET TO ACCOMODATE

OPEN OVERFLOW SCUPPER

14 REMOVE (E) CONCRETE ROOF WALK PADS. RETURN TO OWNER FOR STORAGE AND RE-USE. DISPOSE OF

ANY BROKEN OR SOILED WALK PADS

15 DEMOLISH (E) PARTIAL HEIGHT SUPPORT WALL DOWN TO (E) ROOF DECK. PATCH AND REPAIR ROOF DECK. NOTIFY ARCHITECT OF RECORD IF EXISTING CONDITION CANNOT BE DEMOLISHED TO CREATE AN

EVEN AREA FOR NEW ROOF SYSTEM

16 DEMOLISH PORTION OF PARAPET TO ACCOMODATE OPEN OVERFLOW SCUPPER

17 DUCTWORK AND PIPING SUPPORT CURB, TYP. DEMOLISH CURB, PROVIDE TEMPORARY DUCT SUPPORT

AS NEEDED

KEY PLAN

AREA OF

WORK

1/8" = 1'-0"AD102A-101

LOWER ROOF - DEMOLITION PLAN (BASE BID)LOWER ROOF - DEMOLITION PLAN (BASE BID)2

SEE 1/AD102

SEE 2/AD102

# DATE DESCRIPTION

h = EAVE HEIGHT = 42' MAX.

ROOF AREA 1-10

ROOF SURFACE PRESSURE (PSF)

WIND PRESSURES -

COMPONENTS & CLADDING -

FLAT ROOF (<7 DEG.)

AREA 10 FT2 20 FT2 50 FT2 100 FT2

2 12.6, -65.1 11.8, -60.9 10.8, -55.4 10.0, -51.2 3 12.6, -80.7 11.8, -80.4 10.8, -69.2 10.0, -60.9 h = EAVE HEIGHT = 11' MAX.

ROOF AREA 11

ROOF SURFACE PRESSURE (PSF)

WIND PRESSURES -

COMPONENTS & CLADDING -

FLAT ROOF (<7 DEG.)

AREA 10 FT2 20 FT2 50 FT2 100 FT2

2 9.4, -48.5 8.8, -45.4 8.0, -41.3 7.4, -38.1 3 9.4, -66.1 8.8, -59.9 8.0, -45.4 7.4, -45.4

UPPER ROOF LOWER ROOF

25.2' = 0.6h

.2

.6 h

8.

4'

25.2' = 0.6h 25.2' = 0.6h

6.6' = 0.6h

6.

6'

.6 h

2.7'.

ROOF AREA TABLE

SF OF

ROOF

SURFACE

NUMBER

OF ROOF

DRAINS

DIAMETER

OF (E)

ROOF

DRAIN

SF

CAPACITY

OF ROOF

DRAIN

SIZE OF

OVERFLOW

SCUPPERS

AREA OF

SCUPPER

DISCHARGE

EQUAL

ROUND

PIPE

SIZE

# OF

OVERFLOW

SCUPPERS

SF CAPACITY

OF

OVERFLOW

1 SQUARE FOOTAGE TOTAL INCLUDES ROOF SURFACE AND 50% OF VERTICAL SURFACES THAT DIVERT RAINWATER TO THE ROOF.

2 CAPACITY OF THE ROOF DRAINS HAS BEEN DETERMINED BY USING THE RAINFALL RATE OF 3.5 BASED ON 2021 VPC, FIGURE 1106.1 AND CALCULATING QUANTITY USING TABLE 1106.3 WITH A 1% SLOPE AND A 2% SLOPE AT AREAS SHOWN WITH *

3 PIPE SIZE WAS DETERMINED BY A PIPE WITH THE SAME AREA AS THE AREA OF THE OVERFLOW SCUPPERS DISCHARGE.

4 CAPACITY OF THE OVERFLOW SCUPPER HAS BEEN DETERMINED BY USING THE RAINFALL RATE OF 7 BASED ON TWICE THE 100-YEAR HOURLY RAINFALL RATE INDICATED IN FIGURE 1611.1 (3) AND USING THE SCUPPER DISCHARGE AREA TO DETERMINE A PIPE EQUAL IN AREA AND USE THIS PIPE SIZE TO DETERMINE THE ROOF AREA CAPACITY BASED ON VPC TABLE 1106.3 WITH A 1% SLOPE TO REPRESENT "TWICE THE 100-YEAR HOURLY RAINFALL RATE" PER VCC 1611.1, HALF THE ROOF AREA INDICATED FOR 3.5 INCHES FROM THE TABLE WAS

USED, SINCE 7 INCHES PER HOUR IS NOT INDICATED.

2*

3*

5,891

1,746 1

4"

4" 6,182

3,091

8" X 8" 64 SI 12" 2

38,850

2 3 4

4 253 1 4" 2,153 1

5* 4,185 1 4" 6,182 1

6* 3,227 2 4" 6,182 1

7 284 1 4" 2,153 1

8" X 8" 64 SI 12"

8" X 8" 64 SI 12"

8" X 8" 64 SI 12"

8" X 8" 64 SI 12"

8" X 8" 64 SI 12"

8* 2,000 1 4" 1

10* 5,545 2 4" 2

11 838 1 4" 2,153 1 ORD 2,153

8" X 8" 64 SI 12"

8" X 8" 64 SI 12"

4" ORD N/A 4"

6,182

1 222 1 4" 8" X 8" 64 SI 12" 1 19,6182,153

NOTE: SEE PROJECT MANUAL APPENDIX A FOR EXISTING ROOF DRAIN SLOPE IMAGES

9* 1,128 1 4" 18" X 8" 64 SI 12"3,091

3,091

19,618

19,618

19,618

19,618

19,618

19,618

19,618

38,850

'-1

0"

0' -0

'-1 0"

200'-7"

0'

-1 1"

208'-11"

44'-10"

16'-0"

'-0

'-1 1"

16'-0"

AD101

A-102

A-103

AD102

A-103

AD102

ADDITIVE BID #1

LIMIT OF WORK

(BASE BID)

(BASE BID)

(BASE BID)

(ADDITIVE BID #1)

PROVIDE COPING CAP,

PROVIDE END CAP AT

SCUPPER

METAL OUTSIDE FLANGE - CAULK

PERIMETER AT SCUPPER AND WALL

SCUPPER PAN TO EXTEND 4"

ONTO ROOF SYSTEM, TYP.

OVERFLOW SCUPPER SLEEVE

MODIFIED BITUMEN FLASHING

ROOF MANUFACTURER'S

SEALANT

MODIFIED BITUMEN ROOF

SYSTEM W/ CANT STRIP,

BEYOND. SEE DETAIL 1/A-501

1" MIN.

PROVIDE DRIP EDGE, TYP.

MODIFIED BITUMEN CAP SHEET

EXTEND OVER PAN 4" MIN.

METAL PAN SCUPPER, MATCH

COLOR TO (E) COPING

THLAE

W N

O M

M O C

OF

V

IR

G I N I A

A

RCHITEC

T

JOHN C. OZMORE

Lic.No.014303

0 8' 16' 32'

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

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

1620 HILLSBOROUGH STREET

SUITE 100

RALEIGH, NC 27603

(984) 288-1300

REVISIONS

PLAN

NORTH

Design like YOU mean it!

SHEET OF

A u to d e s k D o c s /C

N U

S a n to ro H a ll

R o o f R e p la c e m e n t/ C

N U

-S a n to ro

H a ll

R o o f R e p la c e m e n t- A

R C

H .r v t

/6

/2

:4

:0

A

M

As indicated

A-101

OVERALL ROOF

NEW WORK

PLAN

2240380

DFB

MAL

JCO

1 AVENUE OF THE ARTS

NEWPORT NEWS, VA 23606

PC# 242-B4242-003

SANTORO HALL -

ROOF

REPLACEMENT

PERMIT SET

CHRISTOPHER NEWPORT

UNIVERSITY

6 10

1/16" = 1'-0"A-101

OVERALL ROOF NEW WORK PLANOVERALL ROOF NEW WORK PLAN1

KEY PLAN

AREA OF

WORK

1 1/2" = 1'-0"A-101

OPEN OVERFLOW SCUPPEROPEN OVERFLOW SCUPPER2

2'0 1'6"

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

GENERAL NOTE:

1. PRIMARY ROOF DRAINS ARE BEING REPLACED IN KIND. NO NEW PRIMARY ROOF DRAINS ARE BEING ADDED. THE ROOF SLOPE IS

REMAINING THE SAME OR INCREASING AND WILL NOT INCREASE THE DEPTH OF THE RAIN WATER ON THE ROOF. THE EXISTING SECONDARY ROOF SCUPPERS ARE INCREASING IN SIZE AND FOUR MORE SCUPPERS ARE BEING ADDED TO INCREASE THE

CAPABILITY OF THE OVERFLOW DRAINAGE SYSTEM.

# DATE DESCRIPTION

174'-7" 8'-3" 18'-6" 6'-3" 1'-5"

208'-11"

1' -5

'-4

7' -3

'-1 0"

'-1

0"

9'-8" 2'-2" 6'-7" 129'-9" 16'-0"

164'-1"

'-1

1" 8'

-4

'-5

6'

-5

1' -2

4' -3

'-1

1"

A-501

TYP.

A-501

TYP.

A-501

TYP.

A-501

TYP.

A-501

TYP.

A-501

TYP.3

A-501

TYP.

A-501

A-501

TYP.

A-501

A-501

A-501

A-501

A-501

TYP.

A-501

TYP.

A-501

TYP.

A-501

TYP.

A-501

TYP.

1/4" / 1'-0"

1/4" / 1'-0"

/4

" / 1 '- 0

/4

/4

/4

1/4" / 1'-0"

1/4" / 1'-0"

RD

RD

RDRDRD

A-501

TYP.

5'-7"

16'-0" 13'-1"

A-501

TYP.

A-501

TYP.

/4

" / 1 '-0

/4

1/4" / 1'-0"

VTR VTR VTR

VTR

VTR

VTR

VTR

VTR

VTRVTRVTRVTR

(E)VTR

EJ

EJ

EJ

EJEJ

8"

4"

9 1/4"

4"

8"

8"

4"

8"

8"

OVERFLOW

SCUPPER, TYP.

30°

30° 30

30°

30°

30°

RD

MATCH LINE MATCH LINE

A-501

TYP.

A-501

TYP.

A-502

TYP.

A-502

TYP.

A-502

TYP.

A-502

TYP.

A-502

TYP.

VTR

A-501

TYP.

OVERFLOW

SCUPPER, TYP.

1/4" / 1'-0"

OVERFLOW

SCUPPER, TYP.

LIMIT OF WORK

ROOF LEGEND

DUCTWORK ROOF PENETRATION

DUCTWORK SUPPORT CURB

TOTAL THICKNESS OF ROOF INSULATION X"

VENT THROUGH ROOF VTR

DIRECTION OF ROOF SLOPE

ROOF CRICKET SLOPE

(1/2" PER FOOT UNO.)

MODIFIED BITUMEN WALK PAD, ADHERED AND

SPACED PER MANUFACTURERS

RECOMMENDATIONS. WALKPADS SHALL NOT

IMPEDE DRAINAGE, TYP.

ROOF ACCESS HATCH

CONDUIT/PIPE PENETRATION

ROOF DRAIN

BUILDING EXPANSION JOINT

EJ

RD

DUCTWORK SEAM PROTECTIVE

COVER

PIPING RUN UNDER DUCTWORK

THLAE

W N

O M

M O C

OF

V

IR

G I N I A

A

RCHITEC

T

JOHN C. OZMORE

Lic.No.014303

8'4' 16'0

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

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

1620 HILLSBOROUGH STREET

SUITE 100

RALEIGH, NC 27603

(984) 288-1300

REVISIONS

PLAN

NORTH

Design like YOU mean it!

SHEET OF

A u to d e s k D o c s /C

N U

S a n to ro H a ll

R o o f R e p la c e m e n t/ C

N U

-S a n to ro

H a ll

R o o f R e p la c e m e n t- A

R C

H .r v t

/6

/2

:4

:0

A

M

As indicated

A-102

ROOF PARTIAL

NEW WORK

PLAN - NORTH

2240380

DFB

MAL

JCO

1 AVENUE OF THE ARTS

NEWPORT NEWS, VA 23606

PC# 242-B4242-003

SANTORO HALL -

ROOF

REPLACEMENT

PERMIT SET

CHRISTOPHER NEWPORT

UNIVERSITY

7 10

1/8" = 1'-0"A-102A-101

PARTIAL ROOF NEW WORK PLAN - NORTH (BASE BID)PARTIAL ROOF NEW WORK PLAN - NORTH (BASE BID)1

KEY PLAN

AREA OF

WORK

# DATE DESCRIPTION

'-4

6'

-8

'-1

0"

'-1

0"

4'-8" 4'-0" 156'-3" 8'-11" 5'-10" 15'-3" 5'-10"

200'-7"

'-2

8'

-1 1"

5' -1

0"

'-3

5' -1

0"

5'

-1 0"

1'-10"

6'-9" 129'-10" 16'-0"

154'-5"

'-0

A-501

TYP.

A-501

TYP.

A-501

TYP.

/4

" / 1 '- 0

/4

A-501

TYP.

A-501

TYP.

A-501

TYP.

A-501

A-501

TYP.

A-501

TYP.

A-501

TYP.

A-501

TYP.

A-501

TYP.

A-501

TYP.

A-501

TYP.

A-501

TYP.

/4

/4

4"

8"

8" ROOF

DIVIDER

RD RD RD

RD

RD

RD

A-501

TYP.

EJ

EJ

EJ

EJ EJ

MATCH LINE MATCH LINE

8 1/4"

1/4" / 1'-0" 1/4" / 1'-0"

4 1/4"

9"

9"

RD

/4

5"

9 1/4"

1/4" / 1'-0"

VTRVTRVTR

VTR

VTR

VTR

VTR VTR VTR

1'-2"

A-501

TYP.

/4

OVERFLOW

SCUPPER, TYP

A-501

TYP.

30°

30°

30°

VTR

A-501

TYP.

A-501

TYP.

A-502

TYP.

A-502

TYP.

A-502

TYP. 2

A-502

TYP.

A-502

TYP.

A-502

TYP.

OVERFLOW

SCUPPER, TYP

OVERFLOW

SCUPPER, TYP

/4

/4

ADDITIVE BID #1

ROOF LEGEND

DUCTWORK ROOF PENETRATION

DUCTWORK SUPPORT CURB

TOTAL THICKNESS OF ROOF INSULATION X"

VENT THROUGH ROOF VTR

DIRECTION OF ROOF SLOPE

ROOF CRICKET SLOPE

(1/2" PER FOOT UNO.)

MODIFIED BITUMEN WALK PAD, ADHERED AND

SPACED PER MANUFACTURERS

RECOMMENDATIONS. WALKPADS SHALL NOT

IMPEDE DRAINAGE, TYP.

ROOF ACCESS HATCH

CONDUIT/PIPE PENETRATION

ROOF DRAIN

BUILDING EXPANSION JOINT

EJ

RD

DUCTWORK SEAM PROTECTIVE

COVER

PIPING RUN UNDER DUCTWORK

1/4" / 1'-0"

26'-2"

'-1

7' -7

7'-8"

RD

ORD

30°

A-502

TYP.

LIMIT OF WORK

THLAE

W N

O M

M O C

OF

V

IR

G I N I A

A

RCHITEC

T

JOHN C. OZMORE

Lic.No.014303

8'4' 16'0

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

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

1620 HILLSBOROUGH STREET

SUITE 100

RALEIGH, NC 27603

(984) 288-1300

REVISIONS

PLAN

NORTH

Design like YOU mean it!

SHEET OF

A u to d e s k D o c s /C

N U

S a n to ro H a ll

R o o f R e p la c e m e n t/ C

N U

-S a n to ro

H a ll

R o o f R e p la c e m e n t- A

R C

H .r v t

/6

/2

:4

:0

A

M

As indicated

A-103

ROOF PARTIAL

NEW WORK

PLAN - SOUTH

2240380

DFB

MAL

JCO

1 AVENUE OF THE ARTS

NEWPORT NEWS, VA 23606

PC# 242-B4242-003

SANTORO HALL -

ROOF

REPLACEMENT

PERMIT SET

CHRISTOPHER NEWPORT

UNIVERSITY

8 10

1/8" = 1'-0"A-103A-101

PARTIAL ROOF NEW WORK PLAN - SOUTH (ADDITIVE BID #1)PARTIAL ROOF NEW WORK PLAN - SOUTH (ADDITIVE BID #1)1

KEY PLAN

AREA OF

WORK

1/8" = 1'-0"A-103A-101

LOWER ROOF - NEW WORK PLAN (BASE BID)LOWER ROOF - NEW WORK PLAN (BASE BID)2

# DATE DESCRIPTION

(2) LAYERS OF POLY-ISO INSULATION, SET IN

TWO-PART COLD ADHESIVE. R-30 AVERAGE

FULLY ADHERED OF SMOOTH SURFACED

MODIFIED BITUMEN BASE SHEET

1/2" FIBERGLASS FACED GYPSUM

COVERBOARD, SET IN TWO-PART COLD

ADHESIVE

GRANULAR SURFACE CAP SHEET (WHITE), SET

IN TWO-PART COLD ADHESIVE. HEAT-WELD

LAPS.

(E) HOLLOW CORE CONCRETE

PLANK ROOF STRUCTURE

(E) DUCTWORK PENETRATION

CONTINUOUS SEALANT

CONTINUOUS PREFINISHED METAL

COUNTERFLASHING

MODIFIED BITUMEN FLASHING SYSTEM,

EXTEND 8" UP DUCTWORK AND ANCHOR W/

TERM BAR FASTENED @ 6" OC. MAX.

CONTINUOUS CANT STRIP

MODIFIED BITUMEN ROOFING SYSTEM

CONTINUOUS PT. 2X BLOCKING, COORDINATE

DIMENSIONS WITH (E) DUCTWORK, HEIGHT AS

REQUIRED TO MAINTAIN MINIMUM FLASHING

MECHANICALLY FASTENED BASE SHEET

OVER CONCRETE OR METAL DECKING

POLY-ISO INSULATION

1/2" FIBERGLASS-FACED GYPSUM

COVERBOARD, SET IN TWO-PART COLD

ADHESIVE

8" M

IN

(E) HOLLOW CORE CONCRETE

PLANK ROOF STRUCTURE

PROVIDE 6" CAST IRON ROOF DRAIN (TO

MATCH EXISTING) WITH UNDER-DECK CLAMP

AND CAST IRON DOME STRAINER

MODIFIED BITUMEN ROOFING SYSTEM

PRIMED 3'X3' LEAD FLASHING SHEET SET IN

TWO-PART ADHESIVE

FIBERGLASS-FACED GYPSUM COVER BOARD,

TYPICAL

(E) HOLLOW CORE CONCRETE DECK

FULLY INSULATED UNDERSIDE OF DRAIN

BOWL, TYPICAL MATCH (E) INSULATION

THICKNESS

(E) ROOF DRAIN PIPING AND INSULATION,

TYPICAL

T O

D R

A

IN

, T Y

P

IC

A L

1/ 2"

S U

M P

. S

LO

P E

NOTE: PROVIDE 4'-0"x4'-0"x1/2" DEEP SUMP, SLOPED TO DRAIN, TYP.

8" M

IN

.8" MIN.

CONTINUOUS CANT STRIP

MODIFIED BITUMEN ROOFING SYSTEM

PROVIDE ROOF HATCH RAILING SYSTEM,

FASTEN TO (E) HATCH PER MANUFACTURERS

INSTRUCTIONS. REFER TO SPECIFICATIONS

FOR ADDITIONAL INFORMATION. TOP OF RAIL

SHALL BE SET 42" ABOVE THE ROOF SURFACE

MODIFIED BITUMEN FLASHING SYSTEM,

EXTEND UP AND UNDER ROOF HATCH

COUNTERFLASHING

CONTINUOUS PT. 2x WOOD BLOCKING, HEIGHT

AS REQUIRED TO MAINTAIN MINIMUM FLASHING

(E) STEEL STRUCTURE

STRIP, PATCH, PRIME AND PAINT (E) HATCH

ROOF HATCH COUNTER FLASHING

(E) HOLLOW CORE CONCRETE

PLANK ROOF STRUCTURE

RETRACTABLE SUPPORT POST ATTATCHED

AT LADDER SIDE

MODIFIED BITUMEN FLASHING

SYSTEM, EXTEND TO TOP OF CURB

AND ANCHOR W/ TERM BAR

FASTENED @ 6" OC. MAX.

CONTINUOUS CANT STRIP

MODIFIED BITUMEN ROOFING SYSTEM

(E) CONC, GYPSUM, OR METAL DECK

8" MIN.

PROVIDE PRE-MANUFACTURED ROOF CURB,

FASTEN TO METAL DECKING PER

MANUFACTURER'S REQUIREMENTS, REFER

TO MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION

(E) OR (N) FRAMING FOR SUPPORT OF

MECHANICAL UNIT

(E) MECHANICAL ROOFTOP UNIT

(E) METAL FLASHING AT PERIMETER

CONTINUOUS SEALANT, TYPICAL

MODIFIED BITUMEN FLASHING SYSTEM

LEAD COLLAR FLASHING W/6" MIN.

FLANGE, FASTEN TO WOOD BLOCKING

MODIFIED BITUMEN ROOFING SYSTEM

PT. WOOD BLOCKING, MATCH

INSULATION THICKNESS, FASTEN TO

(E)DECK

(E) VENT-THROUGH-ROOF, SIZE

VARIES

SECURE (E) PIPING TO NEW PIPING (WHERE

OCCURS) USING NO HUB COUPLING W/ (2)

STAINLESS STEEL DRAWBANDS. MODIFY

HEIGHT OF (E) PIPING AS REQUIRED FOR

COUPLING TO OCCUR WITHIN THE THICKNESS

OF INSULATION

6" MIN. 6" MIN.

M

IN

(E) HOLLOW CORE CONCRETE

PLANK ROOF STRUCTURE

DEMOLISH (E) MASONRY AT

NEW SCUPPER AND ABOVE (E)

SCUPPER

METAL OUTSIDE FLANGE - CAULK

PERIMETER AT SCUPPER AND WALL

WOOD NAILER

SCUPPER PAN TO EXTEND 4"

ONTO ROOF SYSTEM, TYP.

OVERFLOW SCUPPER SLEEVE

MODIFIED BITUMEN FLASHING

ROOF MANUFACTURER'S

SEALANT

MODIFIED BITUMEN FLASHING,

SET IN BONDING CEMENT

MODIFIED BITUMEN ROOF

SYSTEM, SEE DETAIL

4" M

IN

MIN.

4"

8" MIN.

6" TYP.

1" MIN.

PROVIDE DRIP EDGE, TYP.

PROVIDE COPING END CAP AT

SCUPPER

CANT STRIP (BEYOND)

(E) DUCTWORK, DISCONNECT FROM (E) CURB

AND REINSTALL ONCE NEW CAP IS INSTALLED,

ADJUST HEIGHT OF SUPPORT TO ACCOUNT FOR

NEW HEIGHT OF CURB

MODIFIED BITUMEN FLASHING SYSTEM,

EXTEND TO TOP OF CURB AND ANCHOR W/

TERM BAR FASTENED @ 6" OC. MAX.

CONTINUOUS CANT STRIP

MODIFIED BITUMEN ROOFING SYSTEM

(E) WOOD BLOCKING

6" M

IN

METAL FLASHING WITH DRIP EDGE

(E) HOLLOW CORE CONCRETE

PLANK ROOF STRUCTURE

BUILD UP EXISTING CURB AS NEEDED

TO ACHIEVE THE MINIMUM HEIGHT

REQUIREMENTS

MODIFIED BITUMEN FLASHING SYSTEM,

EXTEND TO TOP OF CURB AND ANCHOR W/

TERM BAR FASTENED @ 6" OC. MAX.

MODIFIED BITUMEN ROOFING SYSTEM

(E) HOLLOW CORE CONCRETE PLANK

ROOF STRUCTURE

1/2" FIBERGLASS-FACED GYPSUM

COVERBOARD, SET IN TWO-PART COLD

ADHESIVE

FLEXIBLE METAL FLASHING

MATERIAL

VIF.

11"

PRESSURE TREATED WOOD BLOCKING FULL

WIDTH OF ROOF/BUILDING EXPANSION JOINT

CURB

1/2" EXTERIOR GRADE PLYWOOD SHEATHING

OVER 3-5/8" METAL STUDS

8" M

IN

. A

F F

COMPRESSIBLE INSULATION FULL DEPTH OF

CURB HEIGHT

BATT. INSULATION FULL DEPTH OF CURB

MOD-BIT. MEMBRANE FLASHING,

FULLY ADHERED, MECHANICALLY

FASTENED AT TOP OF CURB.

TERMINATE WITH TERMINATION BAR

(E) ROOF CURB

(E) HOLLOW CORE CONCRETE

PLANK ROOF STRUCTURE

CONTINUOUS CANT. STRIP

PREFINISHED CONTINUOUS METAL

CAP, FULLY CLEAT BOTH SIDES

(E) DUCTWORK OR PIPE SUPPORT,

DISCONNECT FROM (E) CURB AND

REINSTALL ONCE NEW CAP IS INSTALLED,

ADJUST HEIGHT OF SUPPORT TO ACCOUNT

FOR NEW HEIGHT OF CURB

POLY-ISO ROOF INSULATION

8" M

IN

BUILD UP EXISTING CURB AS

NEEDED TO ACHIEVE THE MINIMUM

HEIGHT REQUIREMENTS

MOD-BIT. MEMBRANE FLASHING,

FULLY ADHERED, MECHANICALLY

FASTENED AT TOP OF CURB.

TERMINATE WITH TERMINATION BAR

3-5/8" METAL STUD PARTIAL HEIGHT WALL.

1/2" EXTERIOR GRADE PLYWOOD

SHEATHING, BOTH SIDES

(E) HOLLOW CORE CONCRETE

PLANK ROOF STRUCTURE

CONTINUOUS CANT. STRIP

PREFINISHED CONTINUOUS METAL

CAP, FULLY CLEAT BOTH SIDES

POLY-ISO ROOF INSULATION

1' -4

M

IN

BATT. INSULATION, FULL DEPTH OF DIVIDER

EPDM ROOFING MEMBRANE

OVER (E) DUCTWORK COVER

METAL TERM BAR FASTENED TO

DUCTWORK COVER. PROVIDE

SEALANT BOTH SIDES

SELF-DRILLING METAL

FASTENERS W/ RUBBER BASE

WASHERS

(E) DUCTWORK AND SUPPORTS

(E) ROOF

NOTE: USE SDST SCREWS TO RESEAL

DAMAGED DUCTWORK INSULATION CASING

THLAE

W N

O M

M O C

OF

V

IR

G I N I A

A

RCHITEC

T

JOHN C. OZMORE

Lic.No.014303

2'0 1'6"

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

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

1620 HILLSBOROUGH STREET

SUITE 100

RALEIGH, NC 27603

(984) 288-1300

REVISIONS

Design like YOU mean it!

SHEET OF

A u to d e s k D o c s /C

N U

S a n to ro H a ll

R o o f R e p la c e m e n t/ C

N U

-S a n to ro

H a ll

R o o f R e p la c e m e n t- A

R C

H .r v t

/6

/2

:4

:1

A

M

1 1/2" = 1'-0"

A-501

ROOF DETAILS

2240380

DFB

MAL

JCO

1 AVENUE OF THE ARTS

NEWPORT NEWS, VA 23606

PC# 242-B4242-003

SANTORO HALL -

ROOF

REPLACEMENT

PERMIT SET

CHRISTOPHER NEWPORT

UNIVERSITY

9 10

1 1/2" = 1'-0"A-102 A-501

MODIFIED BITUMEN ROOF SYSTEMMODIFIED BITUMEN ROOF SYSTEM1

A-103

1 1/2" = 1'-0"A-102 A-501

DUCTWORK PENETRATION DETAILDUCTWORK PENETRATION DETAIL3

A-103

1 1/2" = 1'-0"A-102 A-501

ROOF DRAIN DETAILROOF DRAIN DETAIL6

A-103

1 1/2" = 1'-0"A-102 A-501

ROOF HATCH DETAILROOF HATCH DETAIL4

A-103

1 1/2" = 1'-0"A-102 A-501

RTU CURB AND FLASHING DETAILRTU CURB AND FLASHING DETAIL5

A-103

1 1/2" = 1'-0"A-102 A-501

VTR FLASHING DETAILVTR FLASHING DETAIL2

A-103

1 1/2" = 1'-0"A-102 A-501

OPEN OVERFLOW SCUPPER DETAILOPEN OVERFLOW SCUPPER DETAIL8

A-103

1 1/2" = 1'-0"A-102 A-501

ROOF CURB FLASHING DETAILROOF CURB FLASHING DETAIL7

A-103

1 1/2" = 1'-0"A-102 A-501

ROOF EXPANSION JOINT DETAILROOF EXPANSION JOINT DETAIL9

A-103

1 1/2" = 1'-0"A-102 A-501

EQUIPMENT CURBING DETTAILEQUIPMENT CURBING DETTAIL10

A-103

1 1/2" = 1'-0"A-102 A-501

ROOF AREA DIVIDERROOF AREA DIVIDER11

A-103

1 1/2" = 1'-0"A-102 A-501

(E) DUCTWORK PROTECTIVE

COVER DETAIL

(E) DUCTWORK PROTECTIVE

COVER DETAIL12

A-103

# DATE DESCRIPTION

CONTINUOUS METAL CLEAT,

FASTEN AT 12" OC. WITH

RAISED EDGE TO PROVIDE

SLOPE TO COPING CAP

ADD WOOD BLOCKING TO

EXISTING WOOD BLOCKING TO

MATCH HEIGHT OF INSULATION

MODIFIED BITUMEN FLASHING

CANT STRIP

MODIFIED BITUMEN ROOF

SYSTEM

5" 3"

8"

(E) WOOD BLOCKING

CONTINUOUS METAL COPING

FASTEN INSIDE FACE AT 12"

OC. WITH GROMMETED

FASTENERS

(E) ANCHORS AT 24" OC.

SLOPE

PROVIDE BACK-UP PLATES AT ALL

JOINTS, TYP.

CONTINUOUS METAL CLEAT,

FASTEN AT 12" OC. WITH

RAISED EDGE TO PROVIDE

SLOPE TO COPING CAP

ADD WOOD BLOCKING TO

EXISTING WOOD BLOCKING TO

MATCH HEIGHT OF INSULATION

MODIFIED BITUMEN FLASHING,

EXTEND OVER PARAPET

CANT STRIP

MODIFIED BITUMEN ROOF SYSTEM

3"

8"

(E) WOOD BLOCKING

CONTINUOUS METAL COPING

FASTEN INSIDE FACE AT 12"

OC. WITH GROMMETTED

FASTENERS

(E) PT. WOOD BLOCKING

(E) FLASHING TO REMAIN AT PRESENT

(E) CURTAIN WALL

SLOPE

ADD WOOD BLOCKING TO

EXISTING WOOD BLOCKING TO

MATCH HEIGHT OF INSULATION

MODIFIED BITUMEN ROOF

SYSTEM

3"

8"

(E) WOOD BLOCKING

SLOPE

CANT STRIP

MODIFIED BITUMEN FLASHING

SYSTEM, EXTEND OVER PARAPET

FASTEN INSIDE FACE AT 12" OC.

WITH GROMMETED FASTENERS

(E) BLOCKING TO REMAIN

CONTINUOUS METAL COPING

SET COPING IN REGLET WITH

SEALANT

CUT-OFF SEALANT

ADD WOOD BLOCKING TO

EXISTING WOOD BLOCKING TO

MATCH HEIGHT OF INSULATION

CANT STRIP

MODIFIED BITUMEN ROOF SYSTEM8"

(E) WOOD BLOCKING

(E) ELEVATOR SHAFT WALL

MODIFIED BITUMEN FLASHING

SYSTEM, TERMINATE AT TOP OF

WOOD BLOCKING

(E) HOLLOW CONCRETE PLANK

ROOF STRUCTURE

CONTINUOUS METAL DRIP EDGE4"

GRANULAR SURFACE CAP SHEET (WHITE), SET

IN TWO-PART COLD ADHESIVE. HEAT-WELD

LAPS.

MODIFIED BITUMEN ROOF SYSTEM

WOOD BLOCKING NAILER

THLAE

W N

O M

M O C

OF

V

IR

G I N I A

A

RCHITEC

T

JOHN C. OZMORE

Lic.No.014303

2'0 1'6"

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

DATE:

SHEET NUMBER

SHEET TITLE

ENGINEERS

www.djginc.com

CHECKED:

DRAWN:

DESIGNED:

SCALE:

COMMISSION NUMBER

ARCHITECTS

PLANNERS

449 MCLAWS CIRCLE

WILLIAMSBURG, VA 23185

(757) 253-0673

1620 HILLSBOROUGH STREET

SUITE 100

RALEIGH, NC 27603

(984) 288-1300

REVISIONS

Design like YOU mean it!

SHEET OF

A u to d e s k D o c s /C

N U

S a n to ro H a ll

R o o f R e p la c e m e n t/ C

N U

-S a n to ro

H a ll

R o o f R e p la c e m e n t- A

R C

H .r v t

/6

/2

:4

:1

A

M

1 1/2" = 1'-0"

A-502

ROOF DETAILS

2240380

DFB

MAL

JCO

1 AVENUE OF THE ARTS

NEWPORT NEWS, VA 23606

PC# 242-B4242-003

SANTORO HALL -

ROOF

REPLACEMENT

PERMIT SET

CHRISTOPHER NEWPORT

UNIVERSITY

10 10

1 1/2" = 1'-0"A-102 A-502

PARAPET DETAIL 2PARAPET DETAIL 22

A-103

1 1/2" = 1'-0"A-102 A-502

PARAPET DETAIL 1PARAPET DETAIL 11

A-103

1 1/2" = 1'-0"A-103 A-502

PARAPET DETAIL 3PARAPET DETAIL 33

A-103

1 1/2" = 1'-0"A-502A-103

ELEVATOR SHAFT EDGE DETAILELEVATOR SHAFT EDGE DETAIL4

# DATE DESCRIPTION