2027-WCSU-ITB-001 Pinney Hall Roof Replace Dwgs.pdf
PDF 9 MB Posted
- Solicitation number
- 2027-WCSU-ITB-001
- Issued by
- Fairfield County, Connecticut
About this file
This document is a construction drawing set prepared by ARM Architectural Services, LLC for Western Connecticut State University's Department of Administrative Services regarding the complete roof replacement of Pinney Residence Hall located on the Westside Campus in Danbury, Connecticut. The project encompasses approximately 33,248 square feet of roof area across multiple sections (Areas A through G, plus balcony and pocket roofs) and involves the complete demolition of existing roofing systems and installation of new fully adhered 0.090 EPDM membrane roofing with polyisocyanurate insulation at varying thicknesses depending on roof area. The construction documents include detailed roof plans, cross-sectional specifications for different roof areas, and comprehensive flashing and penetration details. Key work activities include removal of existing ballast (to be salvaged for the owner), membrane, and flashings; installation of new insulation, coverboard, and EPDM membrane systems; installation of new roof drains and accessories; and provision of metal flashing, scuppers, and downspouts at indicated locations. The contractor must verify all dimensions and is required to provide in-place mockups of all metal flashing and terminations for approval prior to final installation.
The construction documents dated August 6, 2026, specify numerous technical requirements including adhesive attachment patterns for insulation boards with temperature controls (65-85°F storage), mechanical fastening standards, installation of walkway pads in 30-inch widths, and detailed specifications for pipe penetrations, curb flashing, roof hatches, and edge conditions. The project requires contractor access via engineered stair tower with the roof remaining inaccessible to non-project personnel at end of each workday. Connecticut Department of Labor prevailing wage rates apply to this project, and the contract is subject to state compliance requirements including nondiscrimination statutes. The total project funding is $1,300,000 with established spending allocation goals: 1.85% ($24,111.00) for Small Business Enterprises and 0.93% ($12,056.00) for Minority Business Enterprises, with the selected contractor required to demonstrate good faith effort in meeting these goals.
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Text version
WESTERN CONNECTICUT
STATE UNIVERSITY
Westside Campus
PINNEY RESIDENCE HALL
WESTERN CONNECTICUT
STATE UNIVERSITY
STATE OF CONNECTICUT
DEPARTMENT OF ADMINISTRATIVE SERVICES
DR. JESSE M. BERNAL
PRESIDENT
WESTERN CONNECTICUT STATE UNIVERSITY
MICHELLE HALLORAN GILMAN
COMMISSIONER
GOVERNOR NED LAMONT
ARCHITECTS AND ENGINEERS
ROOF REPLACEMENT
4 GRASSO DRIVE, DANBURY, CT
CONSTRUCTION DOCUMENT PHASE
AUGUST 6, 2026
ARM ARCHITECTURAL SERVICES, LLC
7 NORTHGATE DRIVE
WINDSOR LOCKS, CT 06056
8" O.C.
2" 2"
4'-0"
4' -0
4" 8"
8" 8"
8" 8"
4"
BUILDING WIND LOAD DIAGRAM
ROOF FASTENING LEGEND:
AREA 1: FIELD - N/A DUE TO BUILDING GEOMETRY
AREA 2: PERIMETER - 8" o.c. ADHESIVE PATTERN
AREA 3: CORNERS - 8" o.c. ADHESIVE PATTERN
· USE MAXIMUM 4' X 4' BOARDS
· AS ADHESIVE IS APPLIED, IMMEDIATELY PLACE INSULATION BOARD INTO WET ADHESIVE. DO NOT ALLOW
ADHESIVE TO SKIN OVER
· KEEP TEMPERATURE OFCONTENTS BETWEEN 65-85 °F 24 HOURS PRIOR TO USE.
· DO NOT STORE IN DIRECT SUNLIGHT OR TEMPERATURES 90 °F AND HIGHER
· ANY LOOSE BOARDS MUST BE MECHANICALLY SECURED
· WALK BOARDS INTO PLACE AND APPLY TEMPORARY BALLAST TO INSURE BOARDS ARE ADEQUATELY
SECURED
· DO NOT USE ADHESIVE DURING INCLEMENT WEATHER
· DO NOT APPLY ADHESIVE TO WET OR DAMP SURFACES
INSULATION ATTACHMENT w/ INSULATION ADHESIVE
33'-0"
TYP.
'-0
TY
P.
N.T.S.
G 0.02
DRAWING LIST, CODE REVIEW, AND AND
FASTENING
CAD no.
drawing prepared by project no.
project drawing no.
approved by drawn by scale date drawing title descriptiondatemark
R E V I S I O N S
WCSU - PINNEY HALL
STATE OF CONNECTICUT
DEPARTMENT OF ADMINISTRATIVE SERVICES
DANBURY, CT 06811
ROOF REPLACEMENT
professional seal
260 Bloomfield Ave, Suite 301 ARM Architectural Services, LLC
Bloomfield, CT 06095
UNIVERSITY BOULEVARD
BI-RD-329State of CT Pinney Hall
08/06/2026
JB
JCA
4"Ø
3"Ø
3"Ø
4"Ø
3"Ø
4"Ø
4"Ø
4"Ø
4"Ø
D22
D2
TYP.
D3
D1
TYP.
D5
TYP.
D6
D10
D19
D23
D17
D16
D15
PP
PP
PP
PP
M
AT
CH
L
IN
E
AA
M
AT
CH
L
IN
E
AA
PP
D8
D21
D18
D17
D20
D9
TYP.
D8 D9
D11
TYP.
TYP.
TYP.
D
E
E
F
H
H
H
H H H
HEAVY OUTLINE INDICATES
LOCATION OF HIGH PARAPET
WALLS. THESE WALLS ARE
APPROXIMATELY 8'-0" TALL AND
WILL HAVE MEMBRANE FULL
HEIGHT.
HEAVY OUTLINE INDICATES
LOCATION OF HIGH PARAPET
WALLS. THESE WALLS ARE
APPROXIMATELY 8'-0" TALL AND
WILL HAVE MEMBRANE FULL
HEIGHT.
ROOF AREA A
ROOF AREA C
ROOF AREA D
3 3
LOW
TYP.
LOW
TYP.
LOW
TYP.
D22
HIGH
TYP.
D22
HIGH
TYP.
ROOF AREA D
HIGH
TYP.
LOW
TYP.
D20
D22
TYP.
D22
TYP.
M4
TYP.
D22
TYP.
D22
TYP.
ROOF AREA
H (TYP)
WALLS ON ALL SIDES WILL
HAVE NEW MEMBRANE RUN UP
FULL HEIGHT (5'-4" +/-) PER
DETAIL DRAWINGS.
Q
TYP.
Q
TYP.
EXISTING ROOF SYSTEM
OVER CONC DECK
EXISTING PRESTRESSED HOLLOW CORE
CONCRETE PLANK DECK ACTUAL
CONFIGURATION MAY VARY.
EXISTING .045 EPDM MEMBRANE
EXISTING STONE BALLAST
EXISTING FILTER FABRIC
EXISTING 1" POLYISOCYANURATE INSULATION
EXISTING 1/4" PER FOOT TAPERED
POLYISOCYANURATE INSULATION
ROOF AREAS A & G ROOF
SYSTEM OVER CONC DECK
EXISTING PRESTRESSED HOLLOW CORE
CONCRETE PLANK DECK ACTUAL
CONFIGURATION MAY VARY.
1" POLYISOCYANURATE INSULATION SET IN
LOW-RISE FOAM
1/4" PER FOOT TAPERED POLYISOCYANURATE
INSULATION SET IN LOW-RISE FOAM
FULLY ADHERED .090 EPDM MEMBRANE
1/2" HIGH DENSITY COVERBOARD SET IN LOW-RISE
FOAM
SELF-ADHERED VAPOR BARRIER
ROOF AREA D ROOF
SYSTEM OVER CONC DECK
EXISTING PRESTRESSED HOLLOW CORE
CONCRETE PLANK DECK ACTUAL
CONFIGURATION MAY VARY.
2" POLYISOCYANURATE INSULATION SET IN
LOW-RISE FOAM
1/4" PER FOOT TAPERED POLYISOCYANURATE
INSULATION SET IN LOW-RISE FOAM
FULLY ADHERED .090 EPDM MEMBRANE
1/2" HIGH DENSITY COVERBOARD SET IN LOW-RISE
FOAM
SELF-ADHERED VAPOR BARRIER
EXISTING CROSS SECTION INFORMATION IS BASED
ON VISUAL INSPECTION. INFORMATION SHOULD BE
VERIFIED BY THE CONTRACTOR IN THE FIELD.
BALCONY ROOF AREAS ROOF
SYSTEM OVER CONC DECK
EXISTING PRESTRESSED HOLLOW CORE
CONCRETE PLANK DECK ACTUAL
CONFIGURATION MAY VARY.
(2) LAYERS OF 2" POLYISOCYANURATE
INSULATION SET IN LOW-RISE FOAM
1/4" PER FOOT TAPERED POLYISOCYANURATE
INSULATION SET IN LOW-RISE FOAM
FULLY ADHERED .090 EPDM MEMBRANE
1/2" HIGH DENSITY COVERBOARD SET IN LOW-RISE
FOAM
SELF-ADHERED VAPOR BARRIER
DRAWING NOTES:
A. CERTAIN DETAILS MAY REQUIRE FIELD ADJUSTMENT OR
MODIFICATIONS TO FIT IN A GIVEN SITUATION. AT SOME
LOCATIONS A COMBINATION OF TWO OR MORE DETAILS
ASSEMBLED TOGETHER OR RELATED SEPARATELY MAY BE
REQUIRED.
B. CLEAN, SCRAPE, WIRE BRUSH, PRIME AND PAINT, BY BRUSH,
ALL EXPOSED NON-STRUCTURAL, NON-GALVANIZED STEEL
(PLUMBING VENT PIPES ) THE COLOR AND PAINT SHALL BE AS
SPECIFIED IN THE THE SPECIFICATION.
C. CONTRACTOR ACCESS WILL BE VIA ENGINEERED STAIR TOWER.
THE ROOF SHALL BE INACCESSIBLE TO ANYONE OUTSIDE OF THE
PROJECT AT THE END OF EACH WORKDAY.
D. ROOF AREAS A & G: ROOF TO BE FULLY ADHERED .090 EPDM
OVER 1/2" HIGH DENSITY POLYISOCYANURATE INSULATION SET
IN LOW RISE FOAM OVER 1/4" PER FOOT TAPERED
POLYISOCYANURATE INSULATION SET IN LOW RISE FOAM 1"
POLYISOCYANURATE INSULATION OVER A SELF-ADHERED VAPOR
BARRIER OVER EXISTING CONCRETE DECK. ALL BOARDS TO BE SET
IN LOW RISE FOAM TO THE EXISTING STRUCTURAL DECKING.
E. ROOF AREAS B, C & F: ROOF TO BE FULLY ADHERED .090 EPDM
OVER 1/2" HIGH DENSITY POLYISOCYANURATE INSULATION SET
IN LOW RISE FOAM OVER 1/4" PER FOOT TAPERED
POLYISOCYANURATE INSULATION SET IN LOW RISE FOAM OVER 3"
POLYISOCYANURATE INSULATION OVER A SELF-ADHERED VAPOR
BARRIER OVER EXISTING CONCRETE DECK. ALL BOARDS TO BE SET
IN LOW RISE FOAM TO THE EXISTING STRUCTURAL DECKING.
F. ROOF AREA D: ROOF TO BE FULLY ADHERED .090 EPDM OVER
1/2" HIGH DENSITY POLYISOCYANURATE INSULATION SET IN LOW
RISE FOAM OVER 1/4" PER FOOT TAPERED POLYISOCYANURATE
INSULATION SET IN LOW RISE FOAM OVER 2" POLYISOCYANURATE
INSULATION OVER A SELF-ADHERED VAPOR BARRIER OVER
EXISTING CONCRETE DECK. ALL BOARDS TO BE SET IN LOW RISE
FOAM TO THE EXISTING STRUCTURAL DECKING.
G. ROOF AREA E: ROOF TO BE FULLY ADHERED .090 EPDM OVER
1/2" HIGH DENSITY POLYISOCYANURATE INSULATION SET IN LOW
RISE FOAM OVER 1/4" PER FOOT TAPERED POLYISOCYANURATE
INSULATION SET IN LOW RISE FOAM OVER A SELF-ADHERED
VAPOR BARRIER OVER EXISTING CONCRETE DECK. ALL BOARDS TO
BE SET IN LOW RISE FOAM TO THE EXISTING STRUCTURAL
DECKING.
H. BALCONY ROOF AREAS: ROOF TO BE FULLY ADHERED .090
EPDM OVER 1/2" HIGH DENSITY POLYISOCYANURATE INSULATION
SET IN LOW RISE FOAM OVER 1/4" PER FOOT TAPERED
POLYISOCYANURATE INSULATION SET IN LOW RISE FOAM OVER
(2) LAYERS OF 2" POLYISOCYANURATE INSULATION OVER A
SELF-ADHERED VAPOR BARRIER OVER EXISTING CONCRETE DECK.
ALL BOARDS TO BE SET IN LOW RISE FOAM TO THE EXISTING
STRUCTURAL DECKING.
J. INSTALL MANUFACTURER'S 30" WIDE WALKWAY PADS IN
PATTERN AS SHOWN ON PLAN.
K. PROVIDE "IN-PLACE MOCKUP" OF ALL METAL FLASHING AND
TERMINATIONS. PROVIDE AT LEAST ONE CORNER AND ONE JOINT
FOR ALL CONDITIONS FOR APPROVAL. APPROVED MOCKUPS IN
AN UNDISTURBED CONDITION AT THE TIME OF SUBSTANTIAL
COMPLETION MAY BECOME PART OF THE COMPLETED WORK.
L. UTILIZE BLIND RECEIVERS AT ALL VERTICAL TERMINATION
POINTS.
M. PROVIDE ROOF DRAINS AND ACCESSORIES PRIOR TO
INSTALLATION OF THE ROOF PER DETAIL D-1
N. PROVIDE SCUPPERS, AND DOWNSPOUTS AT INDICATED
LOCATIONS.
P. PROVIDE LIQUID FLASHING (CARLISLE OR APPROVED EQUAL)
OR 3 SIDED PITCH POCKET PER SPECIFICATION TO ENCAPSULATE
ALL CONDUIT, PIPING, OR EQUIPMENT MOUNT ALONG RISING
WALL WHERE FLASHING IS INTERRUPTED.
Q. TEMP SUPPORT THE PIPING TO ALLOW FOR ROOF TO BE
COMPLETED. PROVIDE NEW SLEEPER SUPPORTS PER THE DETAIL
DRAWINGS TO ALIGN WITH EXISTING SUPPORTS.
R. RAISE EXISTING UNITS DUE TO NEW INSULATION THICKNESS.
NEW UNITS SHOULD HAVE A MINIMUM FLASHING HEIGHT OF 8".
DEMOLITION NOTES:
1 BY HAND OR MECHANICAL MEANS, DEMOLISH AND REMOVE ANY DESIGNATED OBSOLETE
EQUIPMENT, PENETRATIONS OR DEVICES. INSTALL DECKING AND ROOFING AS DIRECTED IN THE
SPECIFICATIONS. CLIENT MECHANICAL STAFF WILL DISCONNECT POWER AND RECLAIM
REFRIGERANT OF UNITS TO BE REMOVED
2 ALL PITCH POCKETS SHALL BE DEMOLISHED TO THE DECKING. ALL CONDUITS AND OTHER
PENETRATIONS SHALL BE CLEANED AND SCRAPED PRIOR TO THE INSTALLATION OF THE PITCH
POCKET OR LIQUID FLASHINGS. DO NOT INSTALL PITCH POCKETS AROUND FLEXIBLE CONDUITS
3 REMOVE ALL BALLAST, MEMBRANE, AND FLASHINGS FROM THE ENTIRE ROOF AREA PER THE
SPECIFICATIONS. SALVAGE BALLAST FOR OWNER AND STORE AT MAINTENANCE BUILDING ON
CAMPUS
4 REMOVE ALL OF THE EXISTING DRAINS AND ASSOCIATED HARDWARE TO ALLOW FOR THE
MATERIALS PER DETAIL D-1.
5 COMPLETELY REMOVE ALL BASE FLASHINGS BEFORE REFLASHING AT ALL CURBS INCLUDING ROOF TOP UNITS. IF THE CURB IS INSULATED, REPLACE ALL DAMAGED INSULATION TO PROVIDE A SMOOTH
SUBSTRATE FOR THE BASE FLASHING.
6 DO NOT OVERLOAD STRUCTURE BY STORING DEMOLITION MATERIALS, PAVERS AND ROOFING.
DISPERSE WEIGHT ON ROOF DECK.
7 COORDINATE MOVING AND RESETTING OF LIGHTING , CAMERAS, ANY ELECTRICAL BOXES
AND CONDUIT, AND ANY OTHER EQUIPMENT ON THE ROOF OR ROOF EDGE. GIVE
OWNER/OWNER'S REPRESENTATIVE 48 HOURS NOTICE BEFORE MOVING.
KEY PLAN
ROOF AREA B, C & F ROOF
SYSTEM OVER CONC DECK
EXISTING PRESTRESSED HOLLOW CORE
CONCRETE PLANK DECK ACTUAL
CONFIGURATION MAY VARY.
3" POLYISOCYANURATE INSULATION SET IN
LOW-RISE FOAM
1/4" PER FOOT TAPERED POLYISOCYANURATE
INSULATION SET IN LOW-RISE FOAM
FULLY ADHERED .090 EPDM MEMBRANE
1/2" HIGH DENSITY COVERBOARD SET IN LOW-RISE
FOAM
SELF-ADHERED VAPOR BARRIER
3/32" - 1'-0"
RP1.01
AND NOTES
ROOF PLAN, ROOF SYSTEMS,
SYMBOL LEGEND
CU L
S
P# D#
A#
PLYWOOD/ OSB
BATT INSULATION
SEALANT/ CAULKING
STD HATCH PATTERNS:
RIGID BOARD INSULATION
HIGH DENSITY INSULATION
CONCRETE
WOOD FIBER/PERLITE
MASONRY
GYPSUM / DENS DECK
HS
PP
Picture Reference and Direction
Exp Joint or Change in Slope
Guard rail system
Asbestos sample Black = negative RED = positive
Antenna
24x24x2 Conc. paver
Condenser unit
Item to be Removed
DEMOLITION NOTE
Detail Marker
Drain w/ or w/o sump
Equipment Fan
Fall Arrest Anchor
Hot Stack
Insulation Boards
Overflow Drain
Pipe Penetration
Piping or Duct Work
Pitchpocket
Walkway pad
Smoke Hatch
Sleeper
Skylight
Scupper
Satellite Dish
RTU Curb
Roof Hatch
A DRAWING NOTE
Access Ladder
CAD no.
drawing prepared by project no.
project drawing no.
approved by drawn by scale date drawing title descriptiondatemark
R E V I S I O N S
WCSU - PINNEY HALL
STATE OF CONNECTICUT
DEPARTMENT OF ADMINISTRATIVE SERVICES
DANBURY, CT 06811
ROOF REPLACEMENT
professional seal
260 Bloomfield Ave, Suite 301 ARM Architectural Services, LLC
Bloomfield, CT 06095
UNIVERSITY BOULEVARD
BI-RD-329State of CT Pinney Hall
08/06/2026
JB
JCA
CONTRACTOR TO VERIFY
ALL DIMENSIONS
TOTAL ROOF
AREA: 33,248 SQFT ±
ROOF # APPROX SQ FT
ROOF A 16,817 SQFT ±
ROOF B 205 SQFT ±
ROOF C 187 SQFT ±
ROOF D 483 SQFT ±
ROOF E 12,899 SQFT ±
ROOF F 187 SQFT ±
ROOF G 1,403 SQFT ±
POCKET ROOFS 1,067 SQFT ±
4"Ø 4"Ø
3"Ø
3"Ø
4"Ø
4"Ø
4"Ø
ROOF AREA E
D2
TYP.
D3
D5
TYP.
D6
D1
TYP.
D16 D19 D23
D22
D15
PP
PP
PP
M
AT
C H
L
IN
E
AA
M
AT
C H
L
IN
E
AA
PP
D7
TYP.
D8 D9
TYP.
TYP.
TYP.
D
EH H H
H
H
H
G3
ROOF AREA F
3 3 3 3
M4
TYP.
ROOF AREA G
D17
LOW
TYP.
D22
HIGH
TYP.
LOW
TYP.
D22
TYP.
D23D22
TYP.
D18
LOW
TYP.
D22
TYP.
D23
TYP.ROOF AREA
H (TYP)
Q
Q
TYP.
TYP.
HEAVY OUTLINE INDICATES
LOCATION OF HIGH PARAPET
WALLS. THESE WALLS ARE
APPROXIMATELY 8'-0" TALL AND
WILL HAVE MEMBRANE FULL
HEIGHT.
EXISTING CHILLER TO REMAIN
D2
TYP.
D3
DRAWING NOTES:
A. CERTAIN DETAILS MAY REQUIRE FIELD ADJUSTMENT OR
MODIFICATIONS TO FIT IN A GIVEN SITUATION. AT SOME
LOCATIONS A COMBINATION OF TWO OR MORE DETAILS
ASSEMBLED TOGETHER OR RELATED SEPARATELY MAY BE
REQUIRED.
B. CLEAN, SCRAPE, WIRE BRUSH, PRIME AND PAINT, BY BRUSH,
ALL EXPOSED NON-STRUCTURAL, NON-GALVANIZED STEEL
(PLUMBING VENT PIPES ) THE COLOR AND PAINT SHALL BE AS
SPECIFIED IN THE THE SPECIFICATION.
C. CONTRACTOR ACCESS WILL BE VIA ENGINEERED STAIR TOWER.
THE ROOF SHALL BE INACCESSIBLE TO ANYONE OUTSIDE OF THE
PROJECT AT THE END OF EACH WORKDAY.
D. ROOF AREAS A & G: ROOF TO BE FULLY ADHERED .090 EPDM
OVER 1/2" HIGH DENSITY POLYISOCYANURATE INSULATION SET
IN LOW RISE FOAM OVER 1/4" PER FOOT TAPERED
POLYISOCYANURATE INSULATION SET IN LOW RISE FOAM 1"
POLYISOCYANURATE INSULATION OVER A SELF-ADHERED VAPOR
BARRIER OVER EXISTING CONCRETE DECK. ALL BOARDS TO BE SET
IN LOW RISE FOAM TO THE EXISTING STRUCTURAL DECKING.
E. ROOF AREAS B, C & F: ROOF TO BE FULLY ADHERED .090 EPDM
OVER 1/2" HIGH DENSITY POLYISOCYANURATE INSULATION SET
IN LOW RISE FOAM OVER 1/4" PER FOOT TAPERED
POLYISOCYANURATE INSULATION SET IN LOW RISE FOAM OVER 3"
POLYISOCYANURATE INSULATION OVER A SELF-ADHERED VAPOR
BARRIER OVER EXISTING CONCRETE DECK. ALL BOARDS TO BE SET
IN LOW RISE FOAM TO THE EXISTING STRUCTURAL DECKING.
F. ROOF AREA D: ROOF TO BE FULLY ADHERED .090 EPDM OVER
1/2" HIGH DENSITY POLYISOCYANURATE INSULATION SET IN LOW
RISE FOAM OVER 1/4" PER FOOT TAPERED POLYISOCYANURATE
INSULATION SET IN LOW RISE FOAM OVER 2" POLYISOCYANURATE
INSULATION OVER A SELF-ADHERED VAPOR BARRIER OVER
EXISTING CONCRETE DECK. ALL BOARDS TO BE SET IN LOW RISE
FOAM TO THE EXISTING STRUCTURAL DECKING.
G. ROOF AREA E: ROOF TO BE FULLY ADHERED .090 EPDM OVER
1/2" HIGH DENSITY POLYISOCYANURATE INSULATION SET IN LOW
RISE FOAM OVER 1/4" PER FOOT TAPERED POLYISOCYANURATE
INSULATION SET IN LOW RISE FOAM OVER A SELF-ADHERED
VAPOR BARRIER OVER EXISTING CONCRETE DECK. ALL BOARDS TO
BE SET IN LOW RISE FOAM TO THE EXISTING STRUCTURAL
DECKING.
H. BALCONY ROOF AREAS: ROOF TO BE FULLY ADHERED .090
EPDM OVER 1/2" HIGH DENSITY POLYISOCYANURATE INSULATION
SET IN LOW RISE FOAM OVER 1/4" PER FOOT TAPERED
POLYISOCYANURATE INSULATION SET IN LOW RISE FOAM OVER
(2) LAYERS OF 2" POLYISOCYANURATE INSULATION OVER A
SELF-ADHERED VAPOR BARRIER OVER EXISTING CONCRETE DECK.
ALL BOARDS TO BE SET IN LOW RISE FOAM TO THE EXISTING
STRUCTURAL DECKING.
J. INSTALL MANUFACTURER'S 30" WIDE WALKWAY PADS IN
PATTERN AS SHOWN ON PLAN.
K. PROVIDE "IN-PLACE MOCKUP" OF ALL METAL FLASHING AND
TERMINATIONS. PROVIDE AT LEAST ONE CORNER AND ONE JOINT
FOR ALL CONDITIONS FOR APPROVAL. APPROVED MOCKUPS IN
AN UNDISTURBED CONDITION AT THE TIME OF SUBSTANTIAL
COMPLETION MAY BECOME PART OF THE COMPLETED WORK.
L. UTILIZE BLIND RECEIVERS AT ALL VERTICAL TERMINATION
POINTS.
M. PROVIDE ROOF DRAINS AND ACCESSORIES PRIOR TO
INSTALLATION OF THE ROOF PER DETAIL D-1
N. PROVIDE SCUPPERS, AND DOWNSPOUTS AT INDICATED
LOCATIONS.
P. PROVIDE LIQUID FLASHING (CARLISLE OR APPROVED EQUAL)
OR 3 SIDED PITCH POCKET PER SPECIFICATION TO ENCAPSULATE
ALL CONDUIT, PIPING, OR EQUIPMENT MOUNT ALONG RISING
WALL WHERE FLASHING IS INTERRUPTED.
Q. TEMP SUPPORT THE PIPING TO ALLOW FOR ROOF TO BE
COMPLETED. PROVIDE NEW SLEEPER SUPPORTS PER THE DETAIL
DRAWINGS TO ALIGN WITH EXISTING SUPPORTS.
R. RAISE EXISTING UNITS DUE TO NEW INSULATION THICKNESS.
NEW UNITS SHOULD HAVE A MINIMUM FLASHING HEIGHT OF 8".
DEMOLITION NOTES:
1 BY HAND OR MECHANICAL MEANS, DEMOLISH AND REMOVE ANY DESIGNATED OBSOLETE
EQUIPMENT, PENETRATIONS OR DEVICES. INSTALL DECKING AND ROOFING AS DIRECTED IN THE
SPECIFICATIONS. CLIENT MECHANICAL STAFF WILL DISCONNECT POWER AND RECLAIM
REFRIGERANT OF UNITS TO BE REMOVED
2 ALL PITCH POCKETS SHALL BE DEMOLISHED TO THE DECKING. ALL CONDUITS AND OTHER
PENETRATIONS SHALL BE CLEANED AND SCRAPED PRIOR TO THE INSTALLATION OF THE PITCH
POCKET OR LIQUID FLASHINGS. DO NOT INSTALL PITCH POCKETS AROUND FLEXIBLE CONDUITS
3 REMOVE ALL BALLAST, MEMBRANE, AND FLASHINGS FROM THE ENTIRE ROOF AREA PER THE
SPECIFICATIONS. SALVAGE BALLAST FOR OWNER AND STORE AT MAINTENANCE BUILDING ON
CAMPUS
4 REMOVE ALL OF THE EXISTING DRAINS AND ASSOCIATED HARDWARE TO ALLOW FOR THE
MATERIALS PER DETAIL D-1.
5 COMPLETELY REMOVE ALL BASE FLASHINGS BEFORE REFLASHING AT ALL CURBS INCLUDING ROOF TOP UNITS. IF THE CURB IS INSULATED, REPLACE ALL DAMAGED INSULATION TO PROVIDE A SMOOTH
SUBSTRATE FOR THE BASE FLASHING.
6 DO NOT OVERLOAD STRUCTURE BY STORING DEMOLITION MATERIALS, PAVERS AND ROOFING.
DISPERSE WEIGHT ON ROOF DECK.
7 COORDINATE MOVING AND RESETTING OF LIGHTING , CAMERAS, ANY ELECTRICAL BOXES
AND CONDUIT, AND ANY OTHER EQUIPMENT ON THE ROOF OR ROOF EDGE. GIVE
OWNER/OWNER'S REPRESENTATIVE 48 HOURS NOTICE BEFORE MOVING.
ROOF AREAS A & G ROOF
SYSTEM OVER CONC DECK
EXISTING PRESTRESSED HOLLOW CORE
CONCRETE PLANK DECK ACTUAL
CONFIGURATION MAY VARY.
1" POLYISOCYANURATE INSULATION SET IN
LOW-RISE FOAM
1/4" PER FOOT TAPERED POLYISOCYANURATE
INSULATION SET IN LOW-RISE FOAM
FULLY ADHERED .090 EPDM MEMBRANE
1/2" HIGH DENSITY COVERBOARD SET IN LOW-RISE
FOAM
SELF-ADHERED VAPOR BARRIER
ROOF AREA B, C & F ROOF
SYSTEM OVER CONC DECK
EXISTING PRESTRESSED HOLLOW CORE
CONCRETE PLANK DECK ACTUAL
CONFIGURATION MAY VARY.
3" POLYISOCYANURATE INSULATION SET IN
LOW-RISE FOAM
1/4" PER FOOT TAPERED POLYISOCYANURATE
INSULATION SET IN LOW-RISE FOAM
FULLY ADHERED .090 EPDM MEMBRANE
1/2" HIGH DENSITY COVERBOARD SET IN LOW-RISE
FOAM
SELF-ADHERED VAPOR BARRIER
EXISTING CROSS SECTION INFORMATION IS BASED
ON VISUAL INSPECTION. INFORMATION SHOULD BE
VERIFIED BY THE CONTRACTOR IN THE FIELD.
BALCONY ROOF AREAS ROOF
SYSTEM OVER CONC DECK
EXISTING PRESTRESSED HOLLOW CORE
CONCRETE PLANK DECK ACTUAL
CONFIGURATION MAY VARY.
(2) LAYERS OF 2" POLYISOCYANURATE
INSULATION SET IN LOW-RISE FOAM
1/4" PER FOOT TAPERED POLYISOCYANURATE
INSULATION SET IN LOW-RISE FOAM
FULLY ADHERED .090 EPDM MEMBRANE
1/2" HIGH DENSITY COVERBOARD SET IN LOW-RISE
FOAM
SELF-ADHERED VAPOR BARRIER
EXISTING ROOF SYSTEM
OVER CONC DECK
EXISTING PRESTRESSED HOLLOW CORE
CONCRETE PLANK DECK ACTUAL
CONFIGURATION MAY VARY.
EXISTING .045 EPDM MEMBRANE
EXISTING STONE BALLAST
EXISTING FILTER FABRIC
EXISTING 1" POLYISOCYANURATE INSULATION
EXISTING 1/4" PER FOOT TAPERED
POLYISOCYANURATE INSULATION
ROOF AREA E ROOF
SYSTEM OVER CONC DECK
EXISTING PRESTRESSED HOLLOW CORE
CONCRETE PLANK DECK ACTUAL
CONFIGURATION MAY VARY.
1/4" PER FOOT TAPERED POLYISOCYANURATE
INSULATION SET IN LOW-RISE FOAM
FULLY ADHERED .090 EPDM MEMBRANE
1/2" HIGH DENSITY COVERBOARD SET IN LOW-RISE
FOAM
SELF-ADHERED VAPOR BARRIER
KEY PLAN
3/32" - 1'-0"
RP1.02
AND NOTES
ROOF PLAN, ROOF SYSTEMS,
SYMBOL LEGEND
CU L
S
P# D#
A#
PLYWOOD/ OSB
BATT INSULATION
SEALANT/ CAULKING
STD HATCH PATTERNS:
RIGID BOARD INSULATION
HIGH DENSITY INSULATION
CONCRETE
WOOD FIBER/PERLITE
MASONRY
GYPSUM / DENS DECK
HS
PP
Picture Reference and Direction
Exp Joint or Change in Slope
Guard rail system
Asbestos sample Black = negative RED = positive
Antenna
24x24x2 Conc. paver
Condenser unit
Item to be Removed
DEMOLITION NOTE
Detail Marker
Drain w/ or w/o sump
Equipment Fan
Fall Arrest Anchor
Hot Stack
Insulation Boards
Overflow Drain
Pipe Penetration
Piping or Duct Work
Pitchpocket
Walkway pad
Smoke Hatch
Sleeper
Skylight
Scupper
Satellite Dish
RTU Curb
Roof Hatch
A DRAWING NOTE
Access Ladder
CAD no.
drawing prepared by project no.
project drawing no.
approved by drawn by scale date drawing title descriptiondatemark
R E V I S I O N S
WCSU - PINNEY HALL
STATE OF CONNECTICUT
DEPARTMENT OF ADMINISTRATIVE SERVICES
DANBURY, CT 06811
ROOF REPLACEMENT
professional seal
260 Bloomfield Ave, Suite 301 ARM Architectural Services, LLC
Bloomfield, CT 06095
UNIVERSITY BOULEVARD
BI-RD-329State of CT Pinney Hall
08/06/2026
JB
JCA
CONTRACTOR TO VERIFY
ALL DIMENSIONS
TOTAL ROOF
AREA: 33,248 SQFT ±
ROOF # APPROX SQ FT
ROOF A 16,817 SQFT ±
ROOF B 205 SQFT ±
ROOF C 187 SQFT ±
ROOF D 483 SQFT ±
ROOF E 12,899 SQFT ±
ROOF F 187 SQFT ±
3"Ø
3"Ø
4"Ø
3"Ø
4"Ø
4"Ø
4"Ø
PP
PP
PP
PP
Q
Q
Q Q
Q
Q
Q
Q
X+2
X+2
X+
X+2
Y+
Y+2
Y+2
Y+2
X+
X+4
Q
Q
X+2 Y+2
X+4 Y+4
X+6
X+2
Y+2
X+4
Y+4
X+6
Y+6
X+8
QX+
2Y+ 2X+
Y+
4X+ 6Y+
6X+
Y+ 8X+
10Y+ 10X+
12Y+
Q X+2
Y+2
X+4 Y+4
X+6
X+2
Y+2
X+4 Y+4
X+6
Y+6
X+8
Q
X+2
X+2 Y+2
Q
X+2
Q
Y+6
X+8
Q
X+2 Y+2
X+4 Y+4
X+6
Y+6 X+8
X+2
Y+2
X+4
Y+4
X+6
Y+6
X+8
X+2
Y+2
X+4
Y+4
X+6
Y+6 X+8
Q
Q
Q
Q
X+2
X+ 2 X+2
X+2
X+2
Y+2
X+4 Y+4
X+6
Y+6
X+8
Q
X+2
Y+2
X+4
Y+4
X+6
Y+6
X+8
Q
X+2 Y+2
X+4 Y+4
X+6 Y+6
X+8
Q
Y+8 X+10
Y+10
X+2
Y+2
X+4
Y+4 X+6
X+2
Y+2
X+4
Y+4 X+6
X+2 Y+2
X+4 Y+4X+6
X+2 Y+2
X+4 Y+4
X+6 Y+6
X+8
Q
Q
Q X+
Y+
X+
Y+
X+
Y+
X+
Y+
QQQ
Q
Q
Q
Q
Q Q+2
M
AT
CH
L
IN
E
AA
M
AT
CH
L
IN
E
AA
PP
Q Q+2
Q
QQ+2
Q+2
Q+4
Q+4
Q Q+2
Q Q
Q
Q+2 Q+2
Q+2
Q+4 Q+4
Q+6
Q Q+2
Q Q+2
Q Q+2
Q
Q+2
Q
Q
Q Q+2
Q+2 Q+2
Q+2 Q+2 Q+2
Q
Q
Q Q+4
Q Q
Q
Q+2 Q+2
Q+2
Q+4 Q+4
Q+4
Q
Q Q
R
R
R
R
R
R
R R
X+2 Y+2
X+4 Y+4 X+6 Y+6
2"
2"
2"
1/2" COVERBOARD
Q
1/4" PER 1' TAPERED INSULATION
2"
4"
5"
6"
7"
8"
9"
ROOF A
X+8 Y+8 X+1 0 Y+1
0 X+1 2 Y+1
" 12
" 13 " 14
" 15
2"
2"
2"
NEW 1" BASE LAYER
NEW 3" BASE LAYER
X+2 Y+2
2"
1/2" COVERBOARD
Q
1/4" PER 1' TAPERED INSULATION
4" 6"
7"
8"
ROOFS B, C & F
1/2 " C
OVERBOARD
Q
1/2" PER 1' TAPERED INSULATION
5"
7"
POCKET ROOFS
NEW 2"
BASE LAYER
NEW 2"
BASE LAYER
NEW 2" BASE LAYER
X+2 Y+2
2"
1/2" COVERBOARD
Q
1/4" PER 1' TAPERED INSULATION
3"
5"
6"
7"
ROOF D
X+4
8"
2"
KEY PLAN
3/32" - 1'-0"
RP1.03
AND NOTES
ROOF PLAN, ROOF SYSTEMS,
SYMBOL LEGEND
CU L
S
P# D#
A#
PLYWOOD/ OSB
BATT INSULATION
SEALANT/ CAULKING
STD HATCH PATTERNS:
RIGID BOARD INSULATION
HIGH DENSITY INSULATION
CONCRETE
WOOD FIBER/PERLITE
MASONRY
GYPSUM / DENS DECK
HS
PP
Picture Reference and Direction
Exp Joint or Change in Slope
Guard rail system
Asbestos sample Black = negative RED = positive
Antenna
24x24x2 Conc. paver
Condenser unit
Item to be Removed
DEMOLITION NOTE
Detail Marker
Drain w/ or w/o sump
Equipment Fan
Fall Arrest Anchor
Hot Stack
Insulation Boards
Overflow Drain
Pipe Penetration
Piping or Duct Work
Pitchpocket
Walkway pad
Smoke Hatch
Sleeper
Skylight
Scupper
Satellite Dish
RTU Curb
Roof Hatch
A DRAWING NOTE
Access Ladder
CAD no.
drawing prepared by project no.
project drawing no.
approved by drawn by scale date drawing title descriptiondatemark
R E V I S I O N S
WCSU - PINNEY HALL
STATE OF CONNECTICUT
DEPARTMENT OF ADMINISTRATIVE SERVICES
DANBURY, CT 06811
ROOF REPLACEMENT
professional seal
260 Bloomfield Ave, Suite 301 ARM Architectural Services, LLC
Bloomfield, CT 06095
UNIVERSITY BOULEVARD
BI-RD-329State of CT Pinney Hall
08/06/2026
JB
JCA
CONTRACTOR TO VERIFY
ALL DIMENSIONS
TOTAL ROOF
AREA: 33,248 SQFT ±
ROOF # APPROX SQ FT
ROOF A 16,817 SQFT ±
ROOF B 205 SQFT ±
ROOF C 187 SQFT ±
ROOF D 483 SQFT ±
ROOF E 12,899 SQFT ±
ROOF F 187 SQFT ±
4"Ø 4"Ø
3"Ø
3"Ø
4"Ø
4"Ø
4"Ø
4"Ø
PP
PP
PP
Q
Q
Q
Q
Q
X+2
X+2 Y+2
Y+2
X+4
Q
Q
X+2
Y+2
X+4
Y+4
X+2
Y+2 X+4
Y+4 X+6
Y+6
Q
Q
X+
X+2
Y+
Y+2
X+
X+4
Y+
X+
QQ Q
X+2
X+2 Y+2
Q
X+2 X+2
X+2
X+
X+2
Y+2
X+4 Y+4
X+6
Y+6
X+8
Q
X+2 Y+2
X+4 Y+4
X+6 Y+6
X+8
Q
X+2
Y+2
X+4
Y+4
X+6
Y+6 X+8
Q
Y+8 X+10
Y+10
X+2 Y+2
X+4 Y+4
X+6Y+6X+8
Q
Q
Q X+2
Y+2
X+4
Y+4 X+6 Y+6
QX+
Y+
X+
Y+
X+
Y+
X+
Q
Q
X+2
Y+2
X+4
Y+4
X+6
X+2 Y+2
X+4 Y+4
X+6 Y+6
X+8
Q X+2
Y+2 X+4
Y+4 X+6
Y+6 X+8
Y+8 X+10
Y+10 X+12
Y+12
Q
Q
X+2
Y+2
X+4
Y+4
X+6
X+2 Y+2
X+4 Y+4
X+6 Y+6
X+8
Q
X+2
Y+2
X+4
Y+4
X+6
Y+6 X+8
Q Q
X+2
Y+2
X+4
Y+4
X+6
X+2 Y+2
X+4 Y+4
X+6 Y+6
X+8
Y+
Q Q Q
Q
Q
Q M
AT
C
H L
IN
E
AA
M
AT
C
H L
IN
E
AA
PP
Q+4 Q+4
Q+4
Q+4
Q
Q Q+2
Q Q+2
Q
Q Q
Q+2 Q+2Q+2
Q
Q+2 Q+2
Q+2
Q
Q
Q
Q Q+2
Q+2 Q+2
Q+2
Q
Q
Q
Q Q+2
Q+2 Q+2Q+2
Q
Q
Q
R
R
R
R
X+2 Y+2
X+4 Y+4 X+6 Y+6
2"
2"
2"
1/2" COVERBOARD
Q
1/4" PER 1' TAPERED INSULATION
1"
3"
4"
5"
6"
7"
8"
9"
ROOF E
X+8 Y+8 X+1 0 Y+1
0 X+1 2 Y+1
" 11
" 12 " 13
" 14
2"
2"
2"
1/2 " C
OVERBOARD
Q
1/2" PER 1' TAPERED INSULATION
5"
7"
POCKET ROOFS
NEW 2"
BASE LAYER
NEW 2"
BASE LAYER
X+2 Y+2
X+4 Y+4 X+6 Y+6
2"
2"
2"
1/2" COVERBOARD
Q
1/4" PER 1' TAPERED INSULATION
2"
4"
5"
6"
7"
8"
9"
ROOF G
NEW 1" BASE LAYER
NEW 3" BASE LAYER
X+2 Y+2
2"
1/2" COVERBOARD
Q
1/4" PER 1' TAPERED INSULATION
4" 6"
7"
8"
ROOFS B, C & F
KEY PLAN
3/32" - 1'-0"
RP1.04
AND NOTES
ROOF PLAN, ROOF SYSTEMS,
SYMBOL LEGEND
CU L
S
P# D#
A#
PLYWOOD/ OSB
BATT INSULATION
SEALANT/ CAULKING
STD HATCH PATTERNS:
RIGID BOARD INSULATION
HIGH DENSITY INSULATION
CONCRETE
WOOD FIBER/PERLITE
MASONRY
GYPSUM / DENS DECK
HS
PP
Picture Reference and Direction
Exp Joint or Change in Slope
Guard rail system
Asbestos sample Black = negative RED = positive
Antenna
24x24x2 Conc. paver
Condenser unit
Item to be Removed
DEMOLITION NOTE
Detail Marker
Drain w/ or w/o sump
Equipment Fan
Fall Arrest Anchor
Hot Stack
Insulation Boards
Overflow Drain
Pipe Penetration
Piping or Duct Work
Pitchpocket
Walkway pad
Smoke Hatch
Sleeper
Skylight
Scupper
Satellite Dish
RTU Curb
Roof Hatch
A DRAWING NOTE
Access Ladder
CAD no.
drawing prepared by project no.
project drawing no.
approved by drawn by scale date drawing title descriptiondatemark
R E V I S I O N S
WCSU - PINNEY HALL
STATE OF CONNECTICUT
DEPARTMENT OF ADMINISTRATIVE SERVICES
DANBURY, CT 06811
ROOF REPLACEMENT
professional seal
260 Bloomfield Ave, Suite 301 ARM Architectural Services, LLC
Bloomfield, CT 06095
UNIVERSITY BOULEVARD
BI-RD-329State of CT Pinney Hall
08/06/2026
JB
JCA
CONTRACTOR TO VERIFY
ALL DIMENSIONS
TOTAL ROOF
AREA: 33,248 SQFT ±
ROOF # APPROX SQ FT
ROOF A 16,817 SQFT ±
ROOF B 205 SQFT ±
ROOF C 187 SQFT ±
ROOF D 483 SQFT ±
ROOF E 12,899 SQFT ±
ROOF F 187 SQFT ±
SCALE: N.T.S.
PHOTO 1 P-1
SCALE: N.T.S.
PHOTO 2 P-2
SCALE: N.T.S
PHOTO 3 P-3
SCALE: N.T.S.
PHOTO 5 P-5
SCALE: N.T.S.
PHOTO 7 P-7
SCALE: N.T.S
PHOTO 4 P-4
SCALE: N.T.S.
PHOTO 6 P-6
AS NOTED
RP2.01
ROOF PHOTOS
CAD no.
drawing prepared by project no.
project drawing no.
approved by drawn by scale date drawing title descriptiondatemark
R E V I S I O N S
WCSU - PINNEY HALL
STATE OF CONNECTICUT
DEPARTMENT OF ADMINISTRATIVE SERVICES
DANBURY, CT 06811
ROOF REPLACEMENT
professional seal
260 Bloomfield Ave, Suite 301 ARM Architectural Services, LLC
Bloomfield, CT 06095
UNIVERSITY BOULEVARD
BI-RD-329State of CT Pinney Hall
08/06/2026
8" M
IN
PROVIDE ADDITIONAL STRIP OF
RUBBER BETWEEN THE
DRAWBAND AND
PREMANUFACTURED BOOT.
NOTES:
1. COMPLY WITH MANUFACTURER'S REQUIREMENTS FOR FIELD TERMINATION.
2. PAINT ALL PIPES CUSTOMER'S CHOICE OF STANDARD COLORS AS SHOWN IN SPEC.
3. PROVIDE PIPE EXTENSIONS AT ALL PIPES THAT ARE NOT 12" HIGH OR HIGHER ABOVE THE
FINISHED INSULATION HEIGHT.
PIPE PENETRATION
CONTINUOUS SEALANT
STAINLESS STEEL
DRAWBAND
BASE MEMBRANE
ATTACHMENT AS REQUIRED
FOR SPECIFIC SYSTEM
CONTINUOUS
SEALANT
BASE MEMBRANE ATTACHMENT AS
REQUIRED FOR SPECIFIC SYSTEM
EXISTING STRUCTURAL DECK ACTUAL
CONFIGURATION MAY VARY. SEE PROPOSED
ROOF SYSTEM DETAIL FOR MAKE UP.
PROVIDE ADDITIONAL STRIP OF
RUBBER BETWEEN THE DRAWBAND
AND PREMANUFACTURED BOOT.8"
M
IN
CONTINUOUS
SEALANT
STAINLESS STEEL DRAWBAND
PIPE PENETRATION
CONTINUOUS SEALANT
INSTALL SEALANT BETWEEN
PIPE AND PREFABRICATED
MEMBRANE FLASHING.
NOTES:
1. COMPLY WITH MANUFACTURER'S REQUIREMENTS FOR FIELD TERMINATION.
2. PAINT ALL PIPES CUSTOMER'S CHOICE OF STANDARD COLORS AS SHOWN IN SPEC.
3. PROVIDE PIPE EXTENSIONS AT ALL PIPES THAT ARE NOT 12" HIGH OR HIGHER ABOVE THE FINISHED INSULATION HEIGHT.
NOTES:
1. THE MECHANICAL UNITS SHOULD NOT BE SET
UNTIL THE ROOF MEMBRANE AND FLASHING
HAVE BEEN INSTALLED OVER THE CURB.
2. PROVIDE 1/2" APA RATED CDX PLYWOOD AT
ALL CURBS IF CONTAMINATED WITH BUILT UP
ROOFING.
INSULATION THICKNESS
VARIES
8" M
IN
. E
XT
EN
D
CU
RB
AS
R
EQ
U
IR
ED
REINFORCED MEMBRANE ATTACHMENT
STRIP WITH SEAM PLATES AND FASTENERS
.040 KYNAR FINISH ALUMINUM
COUNTERFLASHING ATTACH @12" ON
CENTER MAX; 4" HIGH (MIN)
EXISTING UNIT. ATTACH THROUGH UNIT AT
EVERY EXISTING HOLE WITH #12 GASKETED
STAINLESS STEEL SCREWS.
SS FASTENERS
WOOD CURB
BASE OF UNIT EXTENDS 1/2'' MINIMUM BEYOND
TOP OF CURB
SEALING MATERIAL - MUST BE CONTINUOUS ON
TOP OF THE CURB
1'' MINIMUM BELOW TOP OF CURB
FLASHING RECEIVER
COUNTERFLASHING
FLASHING MEMBRANE
MECHANICAL UNIT, HOOD, ETC.ALTERNATE: EXISTING STRUCTURAL DECK ACTUAL
CONFIGURATION MAY VARY. SEE
PROPOSED ROOF SYSTEM DETAIL FOR
MAKE UP.
1/2" APA RATED CDX PLYWOOD. CHAMFER
TOP EDGE 1/2".
SEALING MATERIAL
WOOD CURB
BASE OF UNIT EXTENDS 1/2'' MINIMUM BEYOND
TOP OF CURB
NOTES:
1. IF CURB INSULATION
BACKER/SUBSTRATE IS
DAMAGED DURING ROOF
REMOVAL, REPLACE
WITH MATCHING
INSULATION.
2. PROVIDE 1/2" APA
RATED CDX PLYWOOD AT
ALL CURBS.
1'' MINIMUM BELOW TOP OF CURB
SEALING MATERIAL - MUST BE CONTINUOUS ON
TOP OF THE CURB
INSULATION
COUNTERFLASHING
WOOD NAILER
FASTENERS
RAISED CURB
FLASHING MEMBRANE
OPTIONAL
TERMINATION BAR AND
COUNTER FLASHING SHOULD BE
INCLUDED AS SHOWN ABOVE
BUT IS NOT DRAWN FOR
CLAIRTY PUPOSES.
MECHANICAL UNIT, HOOD, ETC. ATTACH AS DESCRIBED ABOVE.
8" M
IN
. E
XT
EN
D
CU
RB
AS
R
EQ
U
IR
ED
EXISTING UNIT. ATTACH THROUGH UNIT
AT EVERY EXISTING HOLE WITH #12
GASKETED STAINLESS STEEL SCREWS.
EXISTING STRUCTURAL DECK
ACTUAL CONFIGURATION
MAY VARY. SEE PROPOSED
ROOF SYSTEM DETAIL FOR
MAKE UP.
1/2" APA RATED CDX PLYWOOD
CHAMFER TOP EDGE 1/2".
REINF MEMBRANE ATTACHMENT STRIP WITH SEAM
PLATES AND FASTENERS
.040 ALUMINUM COUNTERFLASHING; 4" HIGH (MIN)
STAINLESS STEEL MIN. TWO FASTENERS PER SIDE W/
TERMINATION BAR
WOOD INFILL OR INSULATED CURB
EXISTING METAL CURB
INSULATION THICKNESS
VARIES
SCALE: 3" = 1 '- 0"
ROOF DRAIN REPLACEMENTD-1
SCALE: 3" = 1 '- 0"
FIELD WRAP PENETRATIOND-2
SCALE: 3" = 1 '- 0"
PRE-MANUFACTURED BOOTD-3
INSTALL COMPATIBLE SEALANT BETWEEN
DRAIN BOWL FLANGE AND ROOF MEMBRANE
ROOF MEMBRANE OVER
SPECIFIED INSULATION
CLAMPING RING
CAST IRON DRAIN
STRAINER
HARDWARE
ROUND CUT IN MEMBRANE; EXTEND AT
LEAST 1'' PAST CLAMPING RING
HOLE IN MEMBRANE SHOULD BE
LARGER THAN DRAIN PIPE DIAMETER
CAST IRON DRAIN BOWL
CONFIGURATION VARIES.
DECK CLAMPEXISTING STRUCTURAL DECK ACTUAL
CONFIGURATION MAY VARY. SEE PROPOSED
ROOF SYSTEM DETAIL FOR MAKE UP.
NOTES:
1. REPLACE EXISTING DRAINS WITH:
a. CAST IRON STRAINER
b. CAST IRON CLAMPING RING
c. HARDWARE
d. CAST IRON BOWL AND PAN
2. MEMBRANE SEAMS SHOULD NOT INTERSECT DRAIN CLAMPING RING.
3. CLEAR ALL DRAINS 100 FEET AFTER THE PROJECT IS COMPLETED. EXISTING BOWLS TO BE REUSED TO THE GREATEST
EXTENT POSSIBLE.
4. NO HUB CONNECTIONS.
5. PROVIDE UP TO 5'-0" OF INTERIOR PLUMBING AND CONNECTION TO EXISTING PIPE.
6. PROVIDE INSULATION AROUND PIPES AND BOWLS
7. ALL PLUMBING WORK TO BE COMPLETED BY A PLUMBER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED
DRAIN SUP PAN AS REQUIRED TO
ACCESS CONNECTIONS
SCALE: 3" = 1' - 0"
FLASHING INSTALLATION THRU SHEETD-4
BASE MEMBRANE
ATTACHMENT AS
REQUIRED FOR
SPECIFIC SYSTEM
SLEEPER 2x6'S ATTACH WITH 3" SCREWS @12"oc.
.040 ALUM. CAP CONT.
PROVIDE STAINLESS STEEL
GASKETED FASTENERS.
EXISTING HVAC FRAME (TEMP
SUPPORT AS REQUIRED TO
INSTALL ROOF MEMBRANE)
NOTES:
1. PROVIDE WATER BLOCK SEALANT FULL LENGTH AND WIDTH OF BLOCKING.
2. THE WOOD BLOCKING IS SHOWN AT THE ANTICIPATED THICKNESS OF THE INSULATION
ASSEMBLY. ANY VARIATION IN INSULATION THICKNESS DUE TO CRICKETS SHIMMING
OR OTHER CONTRACTOR INSTALLED MATERIALS MUST BE ACCOMMODATED FOR AND
THE BLOCKING MUST BE ADJUSTED TO FINISH FLUSH WITH THE INSULATION AT NO
ADDED EXPENSE TO THE BUILDING OWNER. COORDINATE HEIGHTS IN THE FIELD PRIOR
TO INSTALLATION OF THE BLOCKING.
7" M
IN
4"
STAINLESS STEEL GASKETED
FASTENERS @ 12"oc.
EXISTING STRUCTURAL DECK ACTUAL CONFIGURATION MAY
VARY. SEE PROPOSED ROOF SYSTEM DETAIL FOR MAKE UP.
SCALE: 3" = 1 '- 0"
FLASHED SLEEPERD-7
CUT MEMBRANE FROM NEAREST
EDGE TO PIPE SO ADHERED
MEMBRANE CAN BE PLACED
AROUND PIPE PENETRATION
APPLY LAP SEALANT OR
CAULKING TO ALL
EXPOSED EDGES
PREVIOUS CUT IN FIELD
MEMBRANE BELOW
SHEET
MEMBRANE
SHEET
MEMBRANE
6" (15cm) WIDE
MEMBRANE
SPLICE WITH
SecurTAPE
6"(15cm) WIDE SPLICE
TAPE
60-MIL MEMBRANE
OR 20" PS CURED
FLASHING
9" WIDE P.S.
ELASTOFORM
FLASHING
3" 7.5A MIN.
cmDIMENSIONS
1" 2.5B MIN.
A
A
B
AA
A
NOTES:
1. REMOVE ALL LEAD
AND OTHER
FLASHING BEFORE
INSTALLING
PRESSURE-SENSITIVE
PIPE SEAL.
2. PIPE SEAL MUST
HAVE INTACT RIB AT
TOP EDGE,
REGARDLESS OF PIPE
DIAMETER.
3. DECK FLANGES OF
THE MOLDED PIPE
SEAL SHALL NOT BE
OVERLAPPED, CUT
OR APPLIED OVER
ANY ANGLE
CHANGE.
SCALE: 3" = 1 '- 0"
REMOVABLE CURBD-5
SCALE: 3" = 1 '- 0"
NON-REMOVABLE CURBD-6
BASE MEMBRANE ATTACHMENT AS
REQUIRED FOR SPECIFIC SYSTEM
EXISTING STRUCTURAL DECK ACTUAL
CONFIGURATION MAY VARY. SEE PROPOSED
ROOF SYSTEM DETAIL FOR MAKE UP.
INSULATION, SEE ROOF
SYSTEM
AS NOTED
RP5.01
ROOF DETAILS
CAD no.
drawing prepared by project no.
project drawing no.
approved by drawn by scale date drawing title descriptiondatemark
R E V I S I O N S
WCSU - PINNEY HALL
STATE OF CONNECTICUT
DEPARTMENT OF ADMINISTRATIVE SERVICES
DANBURY, CT 06811
ROOF REPLACEMENT
professional seal
260 Bloomfield Ave, Suite 301 ARM Architectural Services, LLC
Bloomfield, CT 06095
UNIVERSITY BOULEVARD
BI-RD-329State of CT Pinney Hall
08/06/2026
INSULATION THICKNESS
VARIES
EXISTING STRUCTURAL DECK ACTUAL
CONFIGURATION MAY VARY. SEE PROPOSED
ROOF SYSTEM DETAIL FOR MAKE UP.
SCALE: 3" = 1 '- 0"
PITCH POCKET W/ LIQUID FLASHINGD-8
ROOF HATCH METAL CAP
EXISTING STRUCTURAL DECK
ACTUAL CONFIGURATION MAY
VARY. SEE PROPOSED ROOF
SYSTEM DETAIL FOR MAKE UP.
RUBBER OR URETHANE ROD STOCK
ADHERED IN PLACE
NOTE:
1. DO NOT INSTALL SCREWS OR FASTENERS THROUGH THE SIDES OF THE UNIT.
2. THE WOOD BLOCKING IS SHOWN AT THE ANTICIPATED THICKNESS OF THE INSULATION ASSEMBLY. ANY VARIATION IN
INSULATION THICKNESS DUE TO CRICKETS SHIMMING OR OTHER CONTRACTOR INSTALLED MATERIALS MUST BE ACCOMMODATED FOR AND THE BLOCKING MUST BE ADJUSTED TO FINISH FLUSH WITH THE INSULATION AT NO ADDED EXPENSE TO THE BUILDING OWNER. COORDINATE HEIGHTS IN THE FIELD PRIOR TO INSTALLATION OF THE BLOCKING.
EXT'G BLOCKING TO REMAIN
INSULATION, SEE ROOF
SYSTEM
BASE MEMBRANE ATTACHMENT AS
REQUIRED FOR SPECIFIC SYSTEM
SCALE: N.T.S.
ROOF HATCH SAFETYD-10
SCALE: 3" = 1 '- 0"
ROOF HATCH FLASHINGD-11
SCALE: 3" = 1' - 0"
CONCRETE WALKWAY PADD-12
NOTES:
1. DO NOT INSTALL ON FIELD OF FLASHING SEAMS.
2. LEAVE 1 1/2" TO 2" BETWEEN WALKWAY PADS.
24" X 24" X 2"
CONCRETE SPLASH PAD
FULLY ADHERED 30"
WALKWAY PAD SLIP
SHEET
ROOF ASSEMBLY
AS SPECIFIED
RUBBER WALKWAY PAD
ROOF SLOPE
ENLARGED TO SHOW SURFACE TEXTURE
30"
3" EPDM SPLICE TAPE (FACTORY LAMINATED)
3" EPDM SPLICE TAPE (FACTORY LAMINATED)
3" EPDM SPLICE TAPE (FACTORY LAMINATED)
HAND RAIL SYSTEM WITH
SELF-CLOSING GATE
EXISTING ROOF HATCH TO
REMAIN.
NOTE:
1. DO NOT INSTALL SCREWS OR FASTENERS THROUGH THE SIDES OF THE UNIT.
2. THE WOOD BLOCKING IS SHOWN AT THE ANTICIPATED THICKNESS OF THE INSULATION
ASSEMBLY. ANY VARIATION IN INSULATION THICKNESS DUE TO CRICKETS SHIMMING OR
OTHER CONTRACTOR INSTALLED MATERIALS MUST BE ACCOMMODATED FOR AND THE
BLOCKING MUST BE ADJUSTED TO FINISH FLUSH WITH THE INSULATION AT NO ADDED
EXPENSE TO THE BUILDING OWNER. COORDINATE HEIGHTS IN THE FIELD PRIOR TO
INSTALLATION OF THE BLOCKING.
D11
SLOPE
20 OZ. COPPER ENCLOSURE WITH
REMOVABLE TOP - CROSSBREAK OR
SLOPE FOR DRAINAGE. SOLDER ALL
CORNERS.
INSULATE VOID AS REQUIRED
SHEET METAL OR FLEX-TUBE
COLLAR
SLOPE PIPES DOWN AND
AWAY FROM HOOD
STAINLESS STEEL
GASKETED
FASTENERS, MIN. 2
PER SIDE
REMOVABLE SHEET
METAL FLASHING
REINFORCED MEMBRANE
ATTACHMENT STRIP WITH SEAM
PLATES AND FASTENERS
WOOD NAILERS
4" MIN. CLEARANCE FROM
PIPE TO TOP OF CURB
NOTES:
1. WHERE POSSIBLE USE IS DETAIL IN LIEU OF PITCH POCKET.
2. 8" MINIMUM FLASHING HEIGHT.
3. INSULATE THE VOID SPACE WITH ROXUL OR APPROVED EQUAL.
EXISTING STRUCTURAL DECK
ACTUAL CONFIGURATION MAY
VARY. SEE PROPOSED ROOF
SYSTEM DETAIL FOR MAKE UP.
SCALE: 3" = 1 '- 0"
PIPE THRU ROOF BOXD-9
NOTES:
1. REFER TO MANUFACTURER'S WEBSITE FOR MOST CURRENT INFORMATION.
2. APPLY LAP SEALANT AS SHOWN REFER TO MANUFACTURER'S PUBLISHED LITERATURE FOR SEAM EDGE
TREATMENT.
3. USE PRIMER TO CLEAN AND PRIME EPDM MATING SURFACES PRIOR TO INSTALLATION OF PRE-TAPED
PRODUCTS.
NOTES:
1. REFER TO MANUFACTURER'S WEBSITE FOR MOST CURRENT INFORMATION.
2. APPLY LAP SEALANT AS SHOWN REFER TO MANUFACTURER'S PUBLISHED LITERATURE FOR SEAM EDGE TREATMENT.
3. USE PRIMER TO CLEAN AND PRIME EPDM MATING SURFACES PRIOR TO INSTALLATION OF PRE-TAPED PRODUCTS.
5" FLASHING
(SECOND FLASHING)
5" FLASHING
(FIRST FLASHING)
STEP #2
STEP #1
FASTENER
WITH AP SEALANT
WATER
BLOCK
EPDM MEMBRANE
CORNER FLASHING
EPDM MEMBRANE
9" FORMFLASH
(FIRST FLASHING)
STEP #3
STEP #4
3"MIN
3"MIN
9" FORMFLASH
(SECOND FLASHING)
LAP SEALANT. SEE NOTE 2
LAP SEALANT (CONT.
ALONG BASE)
9" FORMFLASH
(FIRST FLASHING)
CONTINUOUS BEAD OF LAP
SEALANT (SEE NOTE #2)
USE APPROPRIATE
BASE TIE-IN DETAIL
USE APPROPRIATE
TERMINATION DETAIL
EPDM MEMBRANE OR CURB
FLASHING
CORNER FLASHING
(CENTERED IN CORNER)
3" MIN
3" MIN
3" MIN
EPDM MEMBRANE
3" SPLICE TAPE
9" FORMFLASH
SCALE: 3" = 1' - 0"
OUTSIDE CORNER FLASHINGD-13
SCALE: 3" = 1' - 0"
INSIDE CORNER FLASHINGD-14
SEALANT (IF
REQUIRED FOR THE
SPECIFIC SYSTEM)
FLASHING
MEMBRANE
EXTEND 1''
MINIMUM INTO PAN
APPROX. 1/4''
CLEARANCE AT CORNERS 4'' MIN. FLANGE FASTNED TO THE
EXISTING DECK w/ #12 SCEWS AT
12" OC. MIN 2 PER SIDE.
WEATHERPROOF SHEET
METAL PITCH PAN.
POURABLE SEALANT
PREPARE AND PRIME
PITCH POCKET PRIOR
TO FILLING
4" M
IN
EXISTING ELECTRICAL
LINE, STEEL ANGLE, ETC.
BASE MEMBRANE
ATTACHMENT AS REQUIRED
BY SPECIFIC SYSTEM.
ROOF MEMBRANE OVER
SPECIFIED INSULATION
CARLISLE LIQUISEAL
LIQUID FLASHING
REINFORCEMENT FLEECE
NOTES:
1. FILL THE PITCH POCKETS WITH 100% POURABLE SEALANT.
2. POURABLE SEALANT MUST BE FILLED AND RE-FILLED AS REQUIRED TO PROVIDE POSITIVE SLOPE. LEVEL FILLED PITCH
POCKETS ARE NOT ACCEPTABLE.
3. WITH A WIRE BRUSH OR BY OTHER MECHANICAL MEANS CLEAN ALL LOOSE PAINT, RUST OR OTHER CONTAMINATION
FROM THE GIVEN PENETRATION PRIOR TO PRIMING AND INSTALLING POURABLE SEALER.
4. COMPLY WITH MANUFACTURER'S REQUIREMENTS FOR LEAD COLLAR WHERE REQUIRED.
5. THE WOOD BLOCKING IS SHOWN AT THE ANTICIPATED THICKNESS OF THE INSULATION ASSEMBLY. ANY VARIATION IN
INSULATION THICKNESS DUE TO CRICKETS SHIMMING OR OTHER CONTRACTOR INSTALLED MATERIALS MUST BE ACCOMMODATED FOR AND THE BLOCKING MUST BE ADJUSTED TO FINISH FLUSH WITH THE INSULATION AT NO ADDED EXPENSE TO THE BUILDING OWNER. COORDINATE HEIGHTS IN THE FIELD PRIOR TO INSTALLATION OF THE BLOCKING.
6. ALL ITEMS MUST BE SPACED A MINIMUM OF 11
4" APART PER THE MANUFACTURER.
7. PROVIDE LIQUID FLASHING AFTER POURABLE SEALER HAS COMPLETELY CURED.
AS NOTED
RP5.02
ROOF DETAILS
CAD no.
drawing prepared by project no.
project drawing no.
approved by drawn by scale date drawing title descriptiondatemark
R E V I S I O N S
WCSU - PINNEY HALL
STATE OF CONNECTICUT
DEPARTMENT OF ADMINISTRATIVE SERVICES
DANBURY, CT 06811
ROOF REPLACEMENT
professional seal
260 Bloomfield Ave, Suite 301 ARM Architectural Services, LLC
Bloomfield, CT 06095
UNIVERSITY BOULEVARD
BI-RD-329State of CT Pinney Hall
08/06/2026
SCALE: 3" = 1' - 0"
EXPANSION JOINTD-15
NOTES:
1. THE WOOD BLOCKING IS SHOWN AT THE ANTICIPATED THICKNESS OF THE INSULATION ASSEMBLY. ANY
VARIATION IN INSULATION THICKNESS DUE TO CRICKETS SHIMMING OR OTHER CONTRACTOR INSTALLED MATERIALS MUST BE ACCOMMODATED FOR AND THE BLOCKING MUST BE ADJUSTED TO FINISH FLUSH WITH THE INSULATION AT NO ADDED EXPENSE TO THE BUILDING OWNER. COORDINATE HEIGHTS IN THE
FIELD PRIOR TO INSTALLATION OF THE BLOCKING.
2. PROVIDE ISOLATION TO ENSURE THAT ANY DISSIMILAR METALS DO NOT COME IN CONTACT WITH EACH
OTHER IN THE FINAL PRODUCT TO PREVENT GALVANIC ACTION.
BASE MEMBRANE
ATTACHMENT AS
REQUIRED FOR
SPECIFIC SYSTEM
EXISTING STRUCTURAL DECK ACTUAL CONFIGURATION MAY
VARY. SEE PROPOSED ROOF SYSTEM DETAIL FOR MAKE UP.
EXISTING BATT INSULATION
BLOCKING:
1/2" APA RATED CDX PLYWOOD
EXT'G BLOCKING TO REMAIN
MANUFACTURER APPROVED
ELASTOMERIC EXPANSION JOINT
COVER
SCALE: 3" = 1' - 0"
RISING WALL ROOFS A & GD-16
NOTES:
1. PROVIDE ISOLATION TO ENSURE THAT ANY DISSIMILAR METALS DO NOT COME IN CONTACT WITH EACH
OTHER IN THE FINAL PRODUCT TO PREVENT GALVANIC ACTION.
EXISTING STRUCTURAL DECK ACTUAL CONFIGURATION MAY
VARY. SEE PROPOSED ROOF SYSTEM DETAIL FOR MAKE UP.
SCALE: 3" = 1' - 0"
RISING WALL LOW ENTRANCE CANOPY ROOFD-17
BASE MEMBRANE ATTACHMENT AS
REQUIRED FOR SPECIFIC SYSTEM
EXISTING STRUCTURAL DECK ACTUAL CONFIGURATION MAY
VARY. SEE PROPOSED ROOF SYSTEM DETAIL FOR MAKE UP.
SCALE: 3" = 1' - 0"
RISING WALL POCKET ROOFSD-18
BASE MEMBRANE ATTACHMENT AS
REQUIRED FOR SPECIFIC SYSTEM
NOTES:
1. PROVIDE ISOLATION TO ENSURE THAT ANY DISSIMILAR METALS DO NOT COME IN CONTACT WITH EACH
OTHER IN THE FINAL PRODUCT TO PREVENT GALVANIC ACTION.
NOTES:
1. PROVIDE ISOLATION TO ENSURE THAT ANY DISSIMILAR METALS DO NOT COME IN CONTACT WITH EACH
OTHER IN THE FINAL PRODUCT TO PREVENT GALVANIC ACTION.
TERMINATION BAR
FASTENED W/
APPROPRIATE
FASTENERS @ 8''oc
INSTALL COMPRESSIBLE
ELASTOMERIC SEALANT
OR TAPE
.040 ALUMINUM
DUTCH CLIP, @
16" OC
EXISTING WEEP HOLES
EXISTING THRU-WALL
FLASHING
1/2" HD INSULATION BOARD
CHAMFER TOP EDGE.
TERMINATION BAR
FASTENED W/
APPROPRIATE
FASTENERS @ 8''oc
INSTALL COMPRESSIBLE
ELASTOMERIC SEALANT
OR TAPE
.040 ALUMINUM
DUTCH CLIP, @
16" OC
EXISTING THRU-WALL
FLASHING
1/2" HD INSULATION BOARD
CHAMFER TOP EDGE.
EXISTING WINDOW
FLASHING
INSULATION, SEE ROOF
SYSTEM
INSULATION, SEE ROOF
SYSTEM
ADHERED FLASHING
MEMBRANE BONDED TO
METAL AND FIELD MEMBRANE
BASE MEMBRANE
ATTACHMENT AS REQUIRED
FOR SPECIFIC SYSTEM
ADHERED FLASHING
MEMBRANE BONDED TO
METAL AND FIELD MEMBRANE
SCALE: 3" = 1' - 0"
BALCONY SCUPPER DETAILD-19
EXISTING STRUCTURAL DECK
ACTUAL CONFIGURATION MAY
VARY. SEE PROPOSED ROOF
SYSTEM DETAIL FOR MAKE UP.
INSULATION, SEE ROOF
SYSTEM
NOTES:
1. THE WOOD BLOCKING IS SHOWN AT THE ANTICIPATED THICKNESS OF THE INSULATION ASSEMBLY. ANY VARIATION IN INSULATION THICKNESS DUE TO CRICKETS
SHIMMING OR OTHER CONTRACTOR INSTALLED MATERIALS MUST BE ACCOMMODATED FOR AND THE BLOCKING MUST BE ADJUSTED TO FINISH FLUSH WITH THE INSULATION AT NO ADDED EXPENSE TO THE BUILDING OWNER. COORDINATE HEIGHTS IN THE FIELD PRIOR TO INSTALLATION OF THE BLOCKING.
2. PROVIDE ISOLATION TO ENSURE THAT ANY DISSIMILAR METALS DO NOT COME IN CONTACT WITH EACH OTHER IN THE FINAL PRODUCT TO PREVENT GALVANIC
ACTION.
CONT. FM-APPROVED PRE-MANUFACTURED FASCIA. FASTENERS
PER THE MANUFACTURER'S REQUIREMENTS FOR THE GIVEN WIND
SPEED.
7" V
.I.
F.
BLOCKING:
1/2" APA RATED CDX PLYWOOD
2X2
2X4 CUT AT ANGLE TO SLOPE TOWARD ROOF AREA
2X6
BLOCKING:
1/2" APA RATED CDX PLYWOOD
2X4 CUT AT ANGLE TO SLOPE
TOWARD ROOF AREA
BLOCKING:
1/2" APA RATED CDX PLYWOOD
EXISTING BLOCKING TO REMAIN
.050 ALUMINUM SCUPPER
SCALE: 3" = 1' - 0"
SCUPPER ROOF BD-20
BASE MEMBRANE
ATTACHMENT AS REQUIRED
FOR SPECIFIC SYSTEM
EXISTING STRUCTURAL DECK
ACTUAL CONFIGURATION MAY
VARY. SEE PROPOSED ROOF
SYSTEM DETAIL FOR MAKE UP.
INSULATION, SEE
ROOF SYSTEM
BLOCKING:
1/2" APA RATED CDX PLYWOOD
(2) 2X6'S
BLOCKING:
(2) 2X4'S
NOTES:
1. PROVIDE CONT. LAP SEAL UNDER METAL EDGE FLANGE.
2. THE WOOD BLOCKING IS SHOWN AT THE ANTICIPATED THICKNESS OF THE INSULATION ASSEMBLY. ANY VARIATION IN
INSULATION THICKNESS DUE TO CRICKETS SHIMMING OR OTHER CONTRACTOR INSTALLED MATERIALS MUST BE ACCOMMODATED FOR AND THE BLOCKING MUST BE ADJUSTED TO FINISH FLUSH WITH THE INSULATION AT NO ADDED EXPENSE TO THE BUILDING OWNER. COORDINATE HEIGHTS IN THE FIELD PRIOR TO INSTALLATION OF THE BLOCKING.
3. PROVIDE ISOLATION TO ENSURE THAT ANY DISSIMILAR METALS DO NOT COME IN CONTACT WITH EACH OTHER IN THE FINAL
PRODUCT TO PREVENT GALVANIC ACTION.
ADHERED FLASHING MEMBRANE BONDED
TO METAL AND FIELD MEMBRANE
PROVIDE CONT. LAP SEAL
UNDER METAL EDGE FLANGE.
3" X 5" OUTLET TUBE.
FM-APPROVED PRE-MANUFACTURED FASCIA SCUPPER
SYSTEM. FASTENERS PER THE MANUFACTURER'S
REQUIREMENTS FOR THE GIVEN WIND SPEED.
CONTINUOUS
SEALANT
CONTINUOUS SEALANT
ADHERED FLASHING MEMBRANE
BONDED TO METAL AND FIELD
MEMBRANE
1/2" HD INSULATION BOARD
CHAMFER TOP EDGE.
EXISTING STRUCTURAL DECK
ACTUAL CONFIGURATION MAY
VARY. SEE PROPOSED ROOF
SYSTEM DETAIL FOR MAKE UP.
BASE MEMBRANE
ATTACHMENT AS REQUIRED
FOR SPECIFIC SYSTEM
TERMINATION BAR
FASTENED W/
APPROPRIATE
FASTENERS @ 8''oc
INSTALL COMPRESSIBLE
ELASTOMERIC SEALANT
OR TAPE
.050 ALUMINUM
DUTCH CLIP, @
16" OC
1/2" HD INSULATION BOARD
CHAMFER TOP EDGE.
EXISTING WEEP HOLES
.040 ALUMINUM
COUNTER FLASHING
CUT EXISTING
THRU-WALL FLASHING
AS NECESSARY
INSTALL CUT IN REGLET COUNTERFLASHING AS SHOWN.
CONT. 1" WIDE LEAD WEDGES SET 8" ON CENTER OR
CLOSER AS REQUIRED - ASSURE WEDGES ARE SET TO
FINISH INSET BEYOND THE FACE OF THE WALL
INSULATION, SEE ROOF
SYSTEM
EXISTING WINDOW
AS NOTED
RP5.03
ROOF DETAILS
CAD no.
drawing prepared by project no.
project drawing no.
approved by drawn by scale date drawing title descriptiondatemark
R E V I S I O N S
WCSU - PINNEY HALL
STATE OF CONNECTICUT
DEPARTMENT OF ADMINISTRATIVE SERVICES
DANBURY, CT 06811
ROOF REPLACEMENT
professional seal
260 Bloomfield Ave, Suite 301 ARM Architectural Services, LLC
Bloomfield, CT 06095
UNIVERSITY BOULEVARD
BI-RD-329State of CT Pinney Hall
08/06/2026
EDGE BLOCKING FASTER SPACINGD-24
1" 6"
6"
1'
6" 6"
1'
6"
1 1/2" 1 1/2"VARIES
FASTENERS PER THE
SPECIFICATION AND
DETAIL DRAWINGS.
NOTES:
1. PROVIDE WERE THERE ARE EXISTING GAS, ELECTRICAL OR OTHER MECHANICAL LINES. LINE SHALL BE
SUPPORTED AT 8'-0" ON CENTER MAX IF NOT ALREADY SUPPORTED AT ANOTHER INCREMENT. IF THE
EXISTING INCREMENT OF SUPPORT IS LESS THAN 8'-0" THEN THAT INCREMENT GOVERNS.
2. PROVIDE MEMBRANE COMPATIBLE "STRAP" THROUGH THE SUPPORT TO THE MEMBRANE TO PREVENT
MOVEMENT.
NOTES:
1. PROVIDE WERE THERE ARE EXISTING GAS, ELECTRICAL OR
OTHER MECHANICAL LINES. LINE SHALL BE SUPPORTED AT
8'-0" ON CENTER MAX IF NOT ALREADY SUPPORTED AT
ANOTHER INCREMENT. IF THE EXISTING INCREMENT OF
SUPPORT IS LESS THAN 8'-0" THEN THAT INCREMENT
GOVERNS.
2. PROVIDE MEMBRANE COMPATIBLE "STRAP" THROUGH
THE SUPPORT TO THE MEMBRANE TO PREVENT
MOVEMENT.
13/16" FLEX STRUT
SCALE: NTS
CRICKETSD-25
1/2" PER 1' TAPERED CRICKETS
Q Q
LENGTH: L > 18"
LE
N
GT
H
L/
NOTES:
1. CRICKETS REQUIRED ON ALL UPHILL SIDE OF UNITS GREATER THAN 18" WIDE.
2. IF ROOF SYSTEM HAS A COVERBOARD, COVERBOARD TO ALSO BE INSTALLED OVER CRICKETS
EXISTING ROOF OBSTRUCTION, HVAC
CURB, HATCH, OR OTHER OBJECT
SCALE: 3" = 1' - 0"
ADJUSTABLE PIPE SUPPORTSD-26
SCALE: 3" = 1' - 0"
LOW PROFILE PIPE SUPPORTSD-27
CONT.FM-APPROVED PRE-MANUFACTURED FASCIA.
FASTENERS PER THE MANUFACTURER'S REQUIREMENTS FOR THE
GIVEN WIND SPEED.
7" V
.I.
F.
BASE MEMBRANE
ATTACHMENT AS
REQUIRED FOR
SPECIFIC SYSTEM
BLOCKING:
1/2" APA RATED CDX PLYWOOD
2X4
SLOPED SHIM CUT FROM 2X4
2X6
BLOCKING:
1/2" APA RATED CDX PLYWOOD
2X4 CUT AT ANGLE TO SLOPE
TOWARD ROOF AREA
1/2" HD INSULATION BOARD
CHAMFER TOP EDGE.
NOTES:
1. THE WOOD BLOCKING IS SHOWN AT THE ANTICIPATED THICKNESS OF THE INSULATION ASSEMBLY. ANY VARIATION IN
INSULATION THICKNESS DUE TO CRICKETS SHIMMING OR OTHER CONTRACTOR INSTALLED MATERIALS MUST BE ACCOMMODATED FOR AND THE BLOCKING MUST BE ADJUSTED TO FINISH FLUSH WITH THE INSULATION AT NO ADDED EXPENSE TO THE BUILDING OWNER. COORDINATE HEIGHTS IN THE FIELD PRIOR TO INSTALLATION OF THE BLOCKING.
2. PROVIDE ISOLATION TO ENSURE THAT ANY DISSIMILAR METALS DO NOT COME IN CONTACT WITH EACH OTHER IN THE FINAL
PRODUCT TO PREVENT GALVANIC ACTION.
SCALE: 3" = 1' - 0"
ROOF EDGED-22
EXISTING STRUCTURAL DECK
ACTUAL CONFIGURATION MAY
VARY. SEE PROPOSED ROOF
SYSTEM DETAIL FOR MAKE UP.
INSULATION, SEE
ROOF SYSTEM
" V
.I.
F.
CONT. FM-APPROVED PRE-MANUFACTURED
FASCIA. FASTENERS PER THE MANUFACTURER'S
REQUIREMENTS FOR THE GIVEN WIND SPEED.
SCALE: 3" = 1' - 0"
ROOF B EDGED-21
BASE MEMBRANE
ATTACHMENT AS
REQUIRED FOR
SPECIFIC SYSTEM
EXISTING STRUCTURAL DECK
ACTUAL CONFIGURATION MAY
VARY. SEE PROPOSED ROOF
SYSTEM DETAIL FOR MAKE UP.
INSULATION, SEE
ROOF SYSTEM
BLOCKING:
1/2" APA RATED CDX PLYWOOD
2X4
SHIM CUT FROM 2X4
(2) 2X6'S
BLOCKING:
(2) 2X4'S
NOTES:
1. THE WOOD BLOCKING IS SHOWN AT THE ANTICIPATED THICKNESS OF THE INSULATION ASSEMBLY. ANY VARIATION IN
INSULATION THICKNESS DUE TO CRICKETS SHIMMING OR OTHER CONTRACTOR INSTALLED MATERIALS MUST BE ACCOMMODATED FOR AND THE BLOCKING MUST BE ADJUSTED TO FINISH FLUSH WITH THE INSULATION AT NO ADDED EXPENSE TO THE BUILDING OWNER. COORDINATE HEIGHTS IN THE FIELD PRIOR TO INSTALLATION OF THE BLOCKING.
2. PROVIDE ISOLATION TO ENSURE THAT ANY DISSIMILAR METALS DO NOT COME IN CONTACT WITH EACH OTHER IN THE FINAL
PRODUCT TO PREVENT GALVANIC ACTION.
CONT.FM-APPROVED PRE-MANUFACTURED FASCIA. FASTENERS PER
THE MANUFACTURER'S REQUIREMENTS FOR THE GIVEN WIND SPEED.
BASE MEMBRANE ATTACHMENT AS
REQUIRED FOR SPECIFIC SYSTEM
BLOCKING:
2X6 WITH CHAMFERED EDGE
CUT EXISTING PLYWOOD BLOCKING
FLUSH WITH BLOCKING
1/2" HD INSULATION BOARD
CHAMFER TOP EDGE.
EXISTING STRUCTURAL DECK ACTUAL
CONFIGURATION MAY VARY. SEE PROPOSED
ROOF SYSTEM DETAIL FOR MAKE UP.
INSULATION, SEE
ROOF SYSTEM
7" V
.I.
F.
SCALE: 3" = 1' - 0"
ROOF EDGED-23
NOTES:
1. THE WOOD BLOCKING IS SHOWN AT THE ANTICIPATED THICKNESS OF THE INSULATION ASSEMBLY. ANY VARIATION IN
INSULATION THICKNESS DUE TO CRICKETS SHIMMING OR OTHER CONTRACTOR INSTALLED MATERIALS MUST BE ACCOMMODATED FOR AND THE BLOCKING MUST BE ADJUSTED TO FINISH FLUSH WITH THE INSULATION AT NO ADDED EXPENSE TO THE BUILDING OWNER. COORDINATE HEIGHTS IN THE FIELD PRIOR TO INSTALLATION OF THE BLOCKING.
2. PROVIDE ISOLATION TO ENSURE THAT ANY DISSIMILAR METALS DO NOT COME IN CONTACT WITH EACH OTHER IN THE FINAL
PRODUCT TO PREVENT GALVANIC ACTION.
AS NOTED
RP5.04
ROOF DETAILS
CAD no.
drawing prepared by project no.
project drawing no.
approved by drawn by scale date drawing title descriptiondatemark
R E V I S I O N S
WCSU - PINNEY HALL
STATE OF CONNECTICUT
DEPARTMENT OF ADMINISTRATIVE SERVICES
DANBURY, CT 06811
ROOF REPLACEMENT
professional seal
260 Bloomfield Ave, Suite 301 ARM Architectural Services, LLC
Bloomfield, CT 06095
UNIVERSITY BOULEVARD
BI-RD-329State of CT Pinney Hall
08/06/2026
CONCRETE DECK PARTIAL DEPTH REPAIRD-28
1"
EXISTING CONCRETE
OUTLINE OF SPALLED
DELAMINATED (HOLLOW)
CONCRETE
OUTLINE OF SECTION REPAIRED
WITH POLYMER REPAIR MORTAR
SAWCUT 1" DEEP
REMOVE ALL LOOSE AND UNSOUND CONCRETE
REMOVE DAMAGED SURFACE
CONCRETE AND REPLACE WITH
POLYMER REPAIR MORTAR
RE
M
O
VE
A
LL
L O
O
SE
A N
D U
N
SO
U N
D
CO
N
CR
ET
E
SCALE: N.T.S.
BLIND RECEIVERD-31
BLIND RECEIVER
BLIND RECEIVER
APPROPRIATE FASTENERS 6" OR
MINIMUM TWO PER SECTION
ROOFING MATERIAL
3/8" FLAT HEM
PLAN
NOTES:
1. THE BLIND RECEIVER SHALL BE USED AT ALL MEMBRANE OR METAL, HORIZONTAL OR VERTICAL
TERMINATION AS DIRECTED.
2. THE RECEIVER SHALL BE SET IN SPECIFIED URETHANE CAULKING AND A BEAD OF CAULKING
SHALL LAID INTERNALLY PRIOR TO FINISHING THE RECEIVER CLOSED.
3. DIMENSIONS OF A GIVEN RECEIVER MAY VARY.
4. WHEN THE RECEIVER IS COMBINED WITH COPING CAP, COUNTER FLASHING OR OTHER FLASHING
DEVICES IT WILL BE MITERED, SEAMED OR OTHERWISE MECHANICALLY SECURED SO AS TO
PROVIDE
2 - 1/2" +/-
1 - 1/2"
TERMINATION BAR
APPROPRIATE FASTENER FOR
SUBSTRATE
TERMINATION BAR
SET BLIND RECEIVER IN
WATERBLOCK
ROOFING MEMBRANE
4"
1" WIDE "DUTCH"
RETENTION CLIP @16"oc
MAX.
1/2" CONTINUOUS
CLOSED HEM
FABRICATE PROFILE TO
ACCOMMODATE THE
TERMINATION BAR AND TO
MATCH THE EXISTING COUNTER
FLASHING ALREADY IN PLACE.
COMPRESSION LEG
FOR REGLET
SPECIFIED METAL
NOTE:
1. PROVIDE ISOLATION TO ENSURE THAT ANY DISSIMILAR METALS DO NOT COME IN CONTACT
WITH EACH OTHER IN THE FINAL PRODUCT TO PREVENT GALVANIC ACTION.
3/4"±
1 1/4"
SCALE: 3" = 1' - 0"
CUT-IN COUNTERFLASHINGD-30
4"
1/
2"
1" WIDE COLOR MATCHED "DUTCH"
RETENTION CLIP @16"oc MAX.
1/2" CONTINUOUS CLOSED HEM
FABRICATE PROFILE TO
ACCOMMODATE THE TERMINATION
BAR.
SPECIFIED METAL
NOTE:
1. PROVIDE ISOLATION TO ENSURE
THAT ANY DISSIMILAR METALS DO
NOT COME IN CONTACT WITH EACH
OTHER IN THE FINAL PRODUCT TO
PREVENT GALVANIC ACTION.
SCALE: 3" = 1' - 0"
COUNTERFLASHING SKIRT METALD-29
AS NOTED
RP5.05
ROOF DETAILS
CAD no.
drawing prepared by project no.
project drawing no.
approved by drawn by scale date drawing title descriptiondatemark
R E V I S I O N S
WCSU - PINNEY HALL
STATE OF CONNECTICUT
DEPARTMENT OF ADMINISTRATIVE SERVICES
DANBURY, CT 06811
ROOF REPLACEMENT
professional seal
260 Bloomfield Ave, Suite 301 ARM Architectural Services, LLC
Bloomfield, CT 06095
UNIVERSITY BOULEVARD
BI-RD-329State of CT Pinney Hall
08/06/2026
| Pinney Hall-RP-0.01 |
| RP-0.01 |
| Pinney Hall-RP-0.02 |
| RP-0.02 |
| Pinney Hall-RP-1.01 (2) |
| RP-1.01 (2) |
| Pinney Hall-RP-1.02 (3) |
| RP-1.02 (3) |
| Pinney Hall-RP-1.03 |
| RP-1.03 |
| Pinney Hall-RP-1.04 |
| RP-1.04 |
| Pinney Hall-RP-2.01 |
| RP-2.01 |
| Pinney Hall-RP-5.01 |
| RP-5.01 |
| Pinney Hall-RP-5.02 |
| RP-5.02 |
| Pinney Hall-RP-5.03 |
| RP-5.03 |
| Pinney Hall-RP-5.04 |
| RP-5.04 |
| Pinney Hall-RP-5.05 |
| RP-5.05 |
File details come from the government source that posted it. Updated .