674-22-130 Replace BLDG 163 Roof Systems - Drawings.pdf
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- Attached to
- 5650--674-22-130 Replace Bldg. 163 Roof Systems
- Solicitation number
- 36C25722B0005
About this file
This solicitation package includes drawings and specifications for replacing the roof system on Building 163 at the Temple VA Health Care System in Temple, Texas. The scope of work involves removing the existing roofing system down to the concrete decking, installing new tapered polyiso insulation and an EPDM single-ply membrane roof. The drawings depict the existing roof conditions and layout, provide general notes, roof details, and a key plan. This is a 100% set-aside for Service-Disabled Veteran-Owned Small Businesses. The estimated value of the project is between $2 million to $5 million. The point of contact for any questions is Michael Walls and he can be reached by email. Offerors must be verified as a SDVOSB by the Center for Verification and Evaluation prior to bid submission.
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Text version
SCALE: N.T.S.
VICINITY MAP
TABLE OF CONTENTS
REPLACE BLDG 163 ROOF SYSTEMS
1 - COVER SHEET
2 - NOTES
3 - OVERALL ROOF PLAN A
4 - OVERALL ROOF PLAN B
5 - OVERALL ROOF PLAN C
6 - OVERALL ROOF PLAN D
7 - ROOF DETAILS
8 - ROOF DETAILS
9 - ROOF DETAILS
10 - ROOF DETAILS
11 - ROOF DETAILS
SCALE: N.T.S.
BUILDING
SITE
Jul 01, 2021
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VA PROJECT # 674-22-130
Jul 01, 2021
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NOTES
1.Locked fencing area around staging area; ground protection in staging; portable toilet responsibility of contractor. Contractor shall adjust and/or add temporary construction fencing around the staging construction and be completed prior to construction. Fence shall be located as directed by VA for work to be completed outside of temporary construction fencing.Contractor is responsible for establishing a staging and stockpile area for materials and equipment. Location of contractor's staging shall be of the VA.
Contractor may submit alternatives to the staging area locations as shown. Contractor's staging area is subject to change at the direction of the VA and may change based on operational requirements of the project.
2. For existing equipment and roof penetrations to remain, contractor shall make modifications as needed to ensure roof penetration remains watertight after installation of new roof.
3.Remove roofing under existing equipment supports. If equipment supports are fastened to roof surface, release from roof surface to remove existing roof. If support is sitting on top of roof surface, lift to remove roofing under support. Coordinate any necessary shutdowns with facilities.
4.Contractor responsibility to disconnect and reconnect all freon, water or gas lines needing raised or moved for roofing purposes.
5. Pitch pans will have stainless covers installed over pan with two-part urethane sealant fill.
6.Raise exhaust vents on to minimum height.
7.Install over-flow scuppers into new raised metal edges drain locations where accessible.
8. Client is tax exempt. Bonding, freight/shipping, permit fee will be responsibility of Contractor. Permit acquisition the responsibility of the contractor.
9. Install 6 (six) inch mineral cover strip on all vertical flashing seams in No VOC Flashing Adhesive.
10.Replace any plastic drain baskets/or broken cast iron with cast iron baskets and install. Paint all new/old drain baskets red DTM paint.
11.Gas lines to be cleaned and coated with yellow DTM paint.
12. Contractor to paint new yellow safety perimeter 6’ from all roof edges lower than 42”.
13. Contractor shall provide temporary shoring for existing equipment, piping, cable tray, and other items to remain. Contractor shall protect all these items during demolition
1.All work shall comply with all applicable codes and standards as listed or referenced on this sheet and by VA codes.
2.Dimensions shall govern. Details shall govern over plans and elevations. Large scale details or plans shall govern over small scale details or plans. Do not scale drawings. Confirm all dimensions with field measurements.
3.All construction shall meet or exceed local industry standards. Details are provided to indicate minimum quality and to give standards of construction. If a condition is not specifically detailed, submit a similar detail for guide and approval.
4.All conduits, plumbing, piping, ductwork, and other equipment exposed to view shall be located parallel or perpendicular to the structural framing system.
5.Provide galvanic protection between dissimilar materials, where required.
6.Architectural details are applicable where indicated by section cut, by note, or by detail title. Incorporate similar details at similar conditions unless noted otherwise. The contractor may request a clarification if required, otherwise the more stringent requirements shall control.
7.Seal all exterior building joints above roof area at both the exterior and interior surfaces against moisture and air infiltration.
8.The contractor shall review the dimensions of all equipment in the project regardless of the source and coordinate access to the space and verify clear floor space is provided as required to ensure ease of installation.
9.All work must be of good quality, free from defects, and in accordance with the requirements of the contract documents.
10.All materials used for construction shall be new and undamaged.
11.The contractor shall become fully acquainted with conditions related to the work. Any discrepancies between the drawings and the actual conditions shall be reported to the design professionals for resolution prior to proceeding with the work.
12.Each installer must examine substrate and/or conditions under which the work will be installed and report to the contractor in writing any conditions detrimental to the proper and timely execution of the installers work. Do not proceed until unsatisfactory conditions are corrected. Installation shall constitute acceptance of the substrate and/or conditions.
13. "typical" (typ) as used in these documents shall mean that the conditions or dimension is the same or representative for similar conditions throughout.
14. Prior to beginning any work, notify VA of any existing materials observed to possibly contain asbestos.
15.The contractor is responsible for verifying the extent, nature, and scope of work described in the contract documents and coordinating with the owner or his/her representative the interfacing of the existing building and the work shown and described in these contract documents.
16.All "existing" information on the contract documents has been obtained from a previous set of drawings, or from field investigation and such "existing" information shall be field verified by all contractors.
17.The contractor shall coordinate with the owner for designated construction staging locations, storage areas, and construction sequencing.
18.The premises will be occupied at all times during the construction schedule. The contractor shall coordinate with the owner regarding all interruptions of utilities, temporary exits, dust partitions, deliveries, and all other job requirements.
19.Protect all adjacent areas from the demolition, repair or replace, at no cost to the owner, all areas or items damaged during the demolition.
GENERAL NOTES
R11
R11
R11
R9
R11
R11
R11 1R11
Jul 01, 2021
AS NOTED
Overall Roof Plan
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Capped Curb
Roof Drain
Duct Work
Vent Through Roof (VTR)
Roof Ladder
Pitch Pocket
AC Unit Curb
Exhaust Fan
Passive Vent
Slope
Gas Line
Tapered Insulation
Pipe Penetration Box
LEGEND:
HVAC Condensate
Downspout
EXISTING ROOF SCHEDULE - 5TH FLOOR AND
PENTHOUSE
1. CONCRETE DECKING
2.TAPERED POLYISOCYANURATE
3. EPDM SINGLE PLY ROOF MEMBRANE
Roof Hatch
GENERAL NOTES:
1. ROOFING CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE
FACILITIES IN A SECURE WATERTIGHT CONDITION FOR THE
DURATION OF THE PROJECT.
2. EXISTING DRAINS AND PIPING SHALL BE EXAMINED AND
DOCUMENTED BY THE CONTRACTOR TO DEMONSTRATE PROPER
FUNCTION.
3. EXTEND ALL WOOD BLOCKING ON PERIMETERS AND PENETRATIONS
TO ACHIEVE NEW ROOF HEIGHT.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND
DIMENSIONS PRIOR TO BIDDING THE PROJECT.
5. ALL WORK MUST MEET MANUFACTURER'S WARRANTY
REQUIREMENTS.
6. PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS 24" OR
GREATER WIDE.
7. ALL CONDENSATE LINE AND ELECTRICAL CONDUIT ARE TO BE
INSTALLED ON NEW PIPE SUPPORTS AND PADS.
8. DISCONNECT, RAISE, AND RECONNECT ALL MECHANICAL
EQUIPMENT AND PIPING AS REQ'D TO ACCOMMODATE THICKNESS
OF ROOFING SYSTEM AND FLASHING HEIGHTS.
9. ALL GAS LINES ARE TO BE CLEANED, PRIMED, AND PAINTED YELLOW.
10. INSTALL NEW 6'X4' SCUPPER SUMPS WITH 1/2" TAPERED EDGE.
11. CONTRACTOR SHALL VERIFY OPERATIONAL STATUS OF ROOF TOP
EQUIPMENT WITH OWNER PRIOR TO COMMENCING WORK.
12. VERIFY WITH OWNER AND REMOVE ALL ABANDONED OR
NON-FUNCTIONAL CURBS AND EQUIPMENT.
13. INSTALL TRAFFIC PADS AT ALL LADDERS AND RTU ACCESS PANELS.
14. IINSTALL ALL NEW PREFINISHED HEAT VENTS
AC Unit on Curb Rails
Antenna
Electrical Panel
Lighting Protection
Mechanical Equipment
KEY NOTES:
1. INSTALL HALF-INCH WALKPAD
2. MECHANICAL UNIT AND DUCT WORK ON RAIL WITH PITCH PAN.
PROVIDE NEW STAINLESS STEEL PANS AND CURB FLASHING
SCALE: N.T.S.
ROOF KEY PLAN
SCALE: 3/32"=1'-0"
ROOF A
Heat Exhaust
R11
R10
R11
R11
R11
R11
R10
R10
R11
R11
R11
R10
Jul 01, 2021
AS NOTED
Overall Roof Plan
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LA
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ST
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Capped Curb
Roof Drain
Duct Work
Vent Through Roof (VTR)
Roof Ladder
Pitch Pocket
AC Unit Curb
Exhaust Fan
Passive Vent
Slope
Gas Line
Tapered Insulation
Pipe Penetration Box
LEGEND:
HVAC Condensate
Downspout
EXISTING ROOF SCHEDULE - 5TH FLOOR AND
PENTHOUSE
1. CONCRETE DECKING
2.TAPERED POLYISOCYANURATE
3. EPDM SINGLE PLY ROOF MEMBRANE
Roof Hatch
GENERAL NOTES:
1. ROOFING CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE
FACILITIES IN A SECURE WATERTIGHT CONDITION FOR THE
DURATION OF THE PROJECT.
2. EXISTING DRAINS AND PIPING SHALL BE EXAMINED AND
DOCUMENTED BY THE CONTRACTOR TO DEMONSTRATE PROPER
FUNCTION.
3. EXTEND ALL WOOD BLOCKING ON PERIMETERS AND PENETRATIONS
TO ACHIEVE NEW ROOF HEIGHT.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND
DIMENSIONS PRIOR TO BIDDING THE PROJECT.
5. ALL WORK MUST MEET MANUFACTURER'S WARRANTY
REQUIREMENTS.
6. PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS 24" OR
GREATER WIDE.
7. ALL CONDENSATE LINE AND ELECTRICAL CONDUIT ARE TO BE
INSTALLED ON NEW PIPE SUPPORTS AND PADS.
8. DISCONNECT, RAISE, AND RECONNECT ALL MECHANICAL
EQUIPMENT AND PIPING AS REQ'D TO ACCOMMODATE THICKNESS
OF ROOFING SYSTEM AND FLASHING HEIGHTS.
9. ALL GAS LINES ARE TO BE CLEANED, PRIMED, AND PAINTED YELLOW.
10. INSTALL NEW 6'X4' SCUPPER SUMPS WITH 1/2" TAPERED EDGE.
11. CONTRACTOR SHALL VERIFY OPERATIONAL STATUS OF ROOF TOP
EQUIPMENT WITH OWNER PRIOR TO COMMENCING WORK.
12. VERIFY WITH OWNER AND REMOVE ALL ABANDONED OR
NON-FUNCTIONAL CURBS AND EQUIPMENT.
13. INSTALL TRAFFIC PADS AT ALL LADDERS AND RTU ACCESS PANELS.
14. IINSTALL ALL NEW PREFINISHED HEAT VENTS
AC Unit on Curb Rails
Antenna
Electrical Panel
Lighting Protection
Electrical Box
KEY NOTES:
1. INSTALL HALF INCH WALKPAD
2. MECHANICAL UNIT AND DUCT WORK ON RAIL WITH PITCH PANS.
PROVIDE STAINLESS STEEL PANS AND CURB FLASHING.
SCALE: N.T.S.
ROOF KEY PLAN
SCALE: 3/32"=1'-0"
ROOF B
R9
R9
R11
R9 5 R9
R9
R9
R9
R9
R11
R11
R11
R9
R11
R9
R11
R9
R9
R11
R11
R11
R9
R113
Jul 01, 2021
AS NOTED
Overall Roof Plan
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ST
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Capped Curb
Roof Drain
Duct Work
Vent Through Roof (VTR)
Roof Ladder
Pitch Pocket
AC Unit Curb
Exhaust Fan
Passive Vent
Slope
Gas Line
Tapered Insulation
Pipe Penetration Box
LEGEND:
HVAC Condensate
Downspout
EXISTING ROOF SCHEDULE - 5TH FLOOR AND
PENTHOUSE
1. CONCRETE DECKING
2.TAPERED POLYISOCYANURATE
3. EPDM SINGLE PLY ROOF MEMBRANE
Roof Hatch
GENERAL NOTES:
1. ROOFING CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE
FACILITIES IN A SECURE WATERTIGHT CONDITION FOR THE
DURATION OF THE PROJECT.
2. EXISTING DRAINS AND PIPING SHALL BE EXAMINED AND
DOCUMENTED BY THE CONTRACTOR TO DEMONSTRATE PROPER
FUNCTION.
3. EXTEND ALL WOOD BLOCKING ON PERIMETERS AND PENETRATIONS
TO ACHIEVE NEW ROOF HEIGHT.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND
DIMENSIONS PRIOR TO BIDDING THE PROJECT.
5. ALL WORK MUST MEET MANUFACTURER'S WARRANTY
REQUIREMENTS.
6. PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS 24" OR
GREATER WIDE.
7. ALL CONDENSATE LINE AND ELECTRICAL CONDUIT ARE TO BE
INSTALLED ON NEW PIPE SUPPORTS AND PADS.
8. DISCONNECT, RAISE, AND RECONNECT ALL MECHANICAL
EQUIPMENT AND PIPING AS REQ'D TO ACCOMMODATE THICKNESS
OF ROOFING SYSTEM AND FLASHING HEIGHTS.
9. ALL GAS LINES ARE TO BE CLEANED, PRIMED, AND PAINTED YELLOW.
10. INSTALL NEW 6'X4' SCUPPER SUMPS WITH 1/2" TAPERED EDGE.
11. CONTRACTOR SHALL VERIFY OPERATIONAL STATUS OF ROOF TOP
EQUIPMENT WITH OWNER PRIOR TO COMMENCING WORK.
12. VERIFY WITH OWNER AND REMOVE ALL ABANDONED OR
NON-FUNCTIONAL CURBS AND EQUIPMENT.
13. INSTALL TRAFFIC PADS AT ALL LADDERS AND RTU ACCESS PANELS.
14. IINSTALL ALL NEW PREFINISHED HEAT VENTS
AC Unit on Curb Rails
Antenna
Electrical Panel
Lighting Protection
Mechanical Equipment
KEY NOTES:
1. INSTALL HALF INCH WALKPAD
2. MECHANICAL UNIT AND DUCT WORK ON RAIL WITH PITCH PANS.
PROVIDE STAINLESS STEEL PANS AND NEW CURB RAILS.
SCALE: N.T.S.
ROOF KEY PLAN
SCALE: 1/16"=1'-0"
ROOF C
9'-6"
OVERHANG
R10
R10
R9
R9
R11
R10
R10
R10
R9
R9
R9
R9
R10
R10
R10
R11
Jul 01, 2021
AS NOTED
Overall Roof Plan
R
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LA
C
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ST
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S
Capped Curb
Roof Drain
Duct Work
Vent Through Roof (VTR)
Roof Ladder
Pitch Pocket
AC Unit Curb
Exhaust Fan
Passive Vent
Slope
Gas Line
Tapered Insulation
Pipe Penetration Box
LEGEND:
HVAC Condensate
Downspout
EXISTING ROOF SCHEDULE - 5TH FLOOR AND
PENTHOUSE
1. CONCRETE DECKING
2.TAPERED POLYISOCYANURATE
3. EPDM SINGLE PLY ROOF MEMBRANE
Roof Hatch
GENERAL NOTES:
1. ROOFING CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE
FACILITIES IN A SECURE WATERTIGHT CONDITION FOR THE
DURATION OF THE PROJECT.
2. EXISTING DRAINS AND PIPING SHALL BE EXAMINED AND
DOCUMENTED BY THE CONTRACTOR TO DEMONSTRATE PROPER
FUNCTION.
3. EXTEND ALL WOOD BLOCKING ON PERIMETERS AND PENETRATIONS
TO ACHIEVE NEW ROOF HEIGHT.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND
DIMENSIONS PRIOR TO BIDDING THE PROJECT.
5. ALL WORK MUST MEET MANUFACTURER'S WARRANTY
REQUIREMENTS.
6. PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS 24" OR
GREATER WIDE.
7. ALL CONDENSATE LINE AND ELECTRICAL CONDUIT ARE TO BE
INSTALLED ON NEW PIPE SUPPORTS AND PADS.
8. DISCONNECT, RAISE, AND RECONNECT ALL MECHANICAL
EQUIPMENT AND PIPING AS REQ'D TO ACCOMMODATE THICKNESS
OF ROOFING SYSTEM AND FLASHING HEIGHTS.
9. ALL GAS LINES ARE TO BE CLEANED, PRIMED, AND PAINTED YELLOW.
10. INSTALL NEW 6'X4' SCUPPER SUMPS WITH 1/2" TAPERED EDGE.
11. CONTRACTOR SHALL VERIFY OPERATIONAL STATUS OF ROOF TOP
EQUIPMENT WITH OWNER PRIOR TO COMMENCING WORK.
12. VERIFY WITH OWNER AND REMOVE ALL ABANDONED OR
NON-FUNCTIONAL CURBS AND EQUIPMENT.
13. INSTALL TRAFFIC PADS AT ALL LADDERS AND RTU ACCESS PANELS.
14. IINSTALL ALL NEW PREFINISHED HEAT VENTS
AC Unit on Curb Rails
Antenna
Electrical Panel
Lighting Protection
Mechanical Equipment
KEY NOTES:
1. INSTALL HALF INCH WALKPAD
2. MECHANICAL UNIT AND DUCT WORK ON RAIL WITH PITCH PANS.
PROVIDE NEW CURBS AND STAINLESS STEEL PANS.
3. REMOVE STEEL POST FROM ROOF SYSTEM AS DIRECTED BY OWNER
PATCH DECKING.
SCALE: N.T.S.
ROOF KEY PLAN
SCALE: 1/16"=1'-0"
ROOF D
HVAC CHILLER
R9
R9
R10
R9
R9
R10
R10
R9
R10
R9
Jul 01, 2021
AS NOTED
Overall Roof Plan
R
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LA
C
E B
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G
R O
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ST
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S
Capped Curb
Roof Drain
Duct Work
Vent Through Roof (VTR)
Roof Ladder
Pitch Pocket
AC Unit Curb
Exhaust Fan
Passive Vent
Slope
Gas Line
Tapered Insulation
Pipe Penetration Box
LEGEND:
HVAC Condensate
Downspout
EXISTING ROOF SCHEDULE - 5TH FLOOR AND
PENTHOUSE
1. CONCRETE DECKING
2.TAPERED POLYISOCYANURATE
3. EPDM SINGLE PLY ROOF MEMBRANE
Roof Hatch
GENERAL NOTES:
1. ROOFING CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE
FACILITIES IN A SECURE WATERTIGHT CONDITION FOR THE
DURATION OF THE PROJECT.
2. EXISTING DRAINS AND PIPING SHALL BE EXAMINED AND
DOCUMENTED BY THE CONTRACTOR TO DEMONSTRATE PROPER
FUNCTION.
3. EXTEND ALL WOOD BLOCKING ON PERIMETERS AND PENETRATIONS
TO ACHIEVE NEW ROOF HEIGHT.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND
DIMENSIONS PRIOR TO BIDDING THE PROJECT.
5. ALL WORK MUST MEET MANUFACTURER'S WARRANTY
REQUIREMENTS.
6. PROVIDE CRICKETS ON THE HIGH SIDE OF ALL CURBS 24" OR
GREATER WIDE.
7. ALL CONDENSATE LINE AND ELECTRICAL CONDUIT ARE TO BE
INSTALLED ON NEW PIPE SUPPORTS AND PADS.
8. DISCONNECT, RAISE, AND RECONNECT ALL MECHANICAL
EQUIPMENT AND PIPING AS REQ'D TO ACCOMMODATE THICKNESS
OF ROOFING SYSTEM AND FLASHING HEIGHTS.
9. ALL GAS LINES ARE TO BE CLEANED, PRIMED, AND PAINTED YELLOW.
10. INSTALL NEW 6'X4' SCUPPER SUMPS WITH 1/2" TAPERED EDGE.
11. CONTRACTOR SHALL VERIFY OPERATIONAL STATUS OF ROOF TOP
EQUIPMENT WITH OWNER PRIOR TO COMMENCING WORK.
12. VERIFY WITH OWNER AND REMOVE ALL ABANDONED OR
NON-FUNCTIONAL CURBS AND EQUIPMENT.
13. INSTALL TRAFFIC PADS AT ALL LADDERS AND RTU ACCESS PANELS.
14. IINSTALL ALL NEW PREFINISHED HEAT VENTS
AC Unit on Curb Rails
Antenna
Electrical Panel
Lighting Protection
Mechanical Equipment
KEY NOTES:
1. INSTALL HALF INCH WALKPAD
2. MECHANICAL UNIT AND DUCT WORK ON RAIL WITH PITCH PANS.
PROVIDE NEW CURBS AND STAINLESS STEEL PANS.
3. REMOVE STEEL POST FROM ROOF SYSTEM AS DIRECTED BY OWNER
PATCH DECKING.
SCALE: N.T.S.
ROOF KEY PLAN
Heat Exhaust
SCALE: 1/16"=1'-0"
5TH FLOOR AND PENTHOUSE ROOF PLAN
SCREWS W/ NEOPRENE WASHERS
@12" O.C. (MIN. 2 PER SIDE)
EXISTING DECKING
POLYISOCYANURATE
M
I N
EXISTING MECHANICAL HOOD
DO NOT MODIFY - DAMAGED
COMPONENTS SHALL BE REPLACED
TRT'D 2X CURB EXTENSION
PROVIDE MIN. 8" FLASHING HEIGHT AS NEEDED
24 STAINLESS STEEL SLIP FLASHING
BASE FLASHING FINISH PLY
BASE FLASHING BACKER PLY
CANT STRIP
ROOF SYSTEM
1/2" COVER BOARD
1/4" COVER
BOARD
EXIST. CURB
Not To Scale
ELECTRICAL SUPPORT
DISCONNECT BOX
1-1/2"X1-1/2" GALVANIZED
UNISTRUT FRAME W/
BOLTED CONNECTIONS
12 GA. GALV BRACKET ANCHOR
TO SIDE OF CURB
1-1/2"X1-1/2" GALVANIZED
UNISTRUT WELDED TO STEEL BRACKETS
EQUIPMENT SUPPORTS
PER DETAIL 9/R4, TYP.
NOTE:
1. EXISTING DISCONNECT SWITCH BOX AND GFI OUTLET SHALL REMAIN AT EXISTING ELEVATION. MODIFY EXISTING
UNISTRUT RACK ASSEMBLY TO ACCOMMODATE CHANGES IN EQUIPMENT SUPPORT HEIGHTS.
RIGID ELECT. CONDUIT
NO FITTINGS ALLOWED
ABOVE ROOF DECK
PENETRATION FLASHING
PER DETAIL 2/R4 TYP.
DISCONNECT BOX
WP GFI OUTLET
(IF PRESENT)
15"- MIN.
1"- MIN.
SL SL
S L
S L
6'-0"
TYP. ALL SIDES
1/2" /FT. TAPERED
SUMP
CRICKET
EXIST. CURB
POLYISOCYANURATE
M
I N
POLYISOCYANURATE
SCREWS W/ NEOPRENE WASHERS @16" O.C.
NEW 24GA. STAINLESS STEEL
COUNTERFLASHING
1/4" COVER BD.
BASE FLASHING FINISH PLY
BASE FLASHING BACKER PLY
CANT STRIP
ROOF SYSTEM
1/2" COVER BOARD
Not To Scale
ROOF TOP UNIT
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
CANT STRIP
CONCRETE DECK
CAST IN PLACE SLIP FLASHING
EXISTING DOOR
THRESHOLD SET IN MASTIC
TERMINATION BAR FASTENED @ 8"o.c. MAX. [203mm]
THROUGH BUTYL TAPE
(MIN. 1.5" EMBEDMENT)
SEALANT, REFERENCE SPECIFICATION
2.9984
M
I N
M M
PIPE HOUSING
2" X 10" MINIMUM [51MM X 254MM]
METAL COUNTERFLASHING FASTENED 8" O.C.
[203MM] W/NEOPRENE WASHERS
MODIFIED MEMBRANE
CONCRETE DECK
CANT STRIP
BASE PLY
INSULATION
COVERBOARD
BASE FLASHING PLY 6" MIN. [152MM] ON
FIELD - WRAP UP AND OVER NAILERS,
FASTEN @ 8" O.C.
CAP FLASHING PLY 9" MIN. [228MM] ON
FIELD
TERMINATION BAR FASTENED @ 8"o.c.
MAX. [203mm] THROUGH BUTYL TAPE
SEALANT, REFERENCE SPECIFICATION
SHEET METAL ENCLOSURE -CROSSBREAK
OR SLOPE FOR DRAINAGE
SHEET METAL OR FLEX-TUBE COLLAR
SLOPE PIPES DOWN AND AWAY FROM HOOD
INSULATE VOID TO PREVENT
CONDENSATION
MIN. 4" CLEARANCE FROM PIPE TO TOP OF
CURB; MIN. 2" BETWEEN PIPES
SEALANT, REFERENCE SPECIFICATION
M
M
M
I N
M
I N
Jul 01, 2021
AS NOTED
Bldg - 163 07-01-2021.dwg
Details
SCALE: 3"=1'-0"
MECHANICAL VENT CURB - TYPICAL
SCALE: 1/2"=1'-0"
ROOF DRAIN SUMP DETAIL
ROOF TOP UNIT
DOOR THRESHOLD DETAIL
R
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LA
C
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ST
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ELECTRICAL SUPPORT
SCALE: 1/4"=1'-0"
SCALE: 3"=1'-0" SCALE: 3"=1'-0"
PIPE HOUSING
SCALE: 3"=1'-0"
SHEET R4
COUNTERFLASHING
TERMINATION BAR FASTENED @ 8"o.c.
MAX. [203mm] THROUGH BUTYL TAPE
(MIN. 1.5" EMBEDMENT)
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
CANT STRIP
CONCRETE DECK
SEALANT, REFERENCE SPECIFICATION
ANCHOR BY OTHERS
ROOF HATCH
EXTERIOR LOCK
PROVISION
COUNTERFLASHING
FASTENER WITH NEOPRENE WASHER
THROUGH CONTINUOUS BUTYL TAPE
MODIFIED MEMBRANE
CONCRETE DECK
CANT STRIP
BASE PLY
INSULATION
COVERBOARD
BASE FLASHING PLY 6" MIN.
[152MM] ON FIELD
CAP FLASHING PLY 9" MIN. [228MM]
ON FIELD
TERMINATION BAR FASTENED @ 8"o.c.
MAX. [203mm] THROUGH BUTYL TAPE
SEALANT, REFERENCE SPECIFICATION
ATTACH NEW COUNTERFLASHING
W/S.S. RIVETS
M
M
M
I N
SHEET R5
M
M
M
I N
4"- MIN.
[102 MM]
ROLL DOWN FLASHING 1" MIN
[25MM] DOWN INTO PIPE
PLUMBING VENT STACK
MODIFIED MEMBRANE
INSULATION
BASE PLY
SET SOFT METAL FLANGE
IN MASTIC, PRIME FLANGE
BEFORE STRIPPING
CAP FLASHING PLY 9"
MIN. [305MM] ON FIELD
BASE FLASHING PLY 6" MIN.
[152MM] ON FIELD
CONCRETE DECK
COVERBOARD
SEAL GAP AROUND
PIPES W/FOAM
SEALANT, REFERENCE
SPECIFICATION
COVERBOARD
ROOF DRAIN
LEADER
ROOF DRAIN
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD
MODIFIED MEMBRANE
BASE PLY
SOFT METAL FLASHING (30" MIN.) SET
IN MASTIC, WRAPPED DOWN 2" MIN.,
PRIME TOP SURFACE
SLOPE=
:12
INSULATION, FIT
TIGHT TO DRAIN
CONCRETE DECK
DRAIN BOWL & CLAMP
CONNECTION HUB
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
CONCRETE DECK
EXTEND PLY OVER BLOCKING
FASTEN 8" O.C. [203MM]
CONTINUOUS
CLEAT
FASTENED 6"
O.C. [152MM]
METAL EDGE SET IN ROOF
CEMENT, NAILED 3" O.C. [76MM]
STAGGERED, PRIME METAL
FLANGE PRIOR TO STRIPPING
SEALANT,
REFERENCE
SPECIFICATION
4"- MIN.
4"- MIN.
CAP FLASHING PLY 9" MIN.
[228MM] ON FIELD
BASE FLASHING PLY 6" MIN.
[152MM] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
TEMPERATURE APPROPRIATE
ELASTOMERIC SEALANT
STORM COLLAR
SET IN MASTIC,
PRIME FLANGE
UMBRELLA
DRAWBAND OR WELD
UMBRELLA TO STACK
HEAT STACK
SEALANT, REFERENCE
SPECIFICATION
SEAL GAP AROUND
PIPES W/FOAM
CONCRETE DECK
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Jul 01, 2021
3"=1'-0"
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EQUIPMENT SUPPORT - EXISTING
HATCH DETAIL
SCALE: 3"=1'-0" SCALE: 3"=1'-0" 3
PLUMBING STACK
SCALE: 3"=1'-0"
ROOF DRAIN DETAIL
SCALE: 3"=1'-0"
SCALE: 3"=1'-0"
METAL EDGE - GRAVELSTOP
HEAT STACK
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD, WRAP
UP AND OVER NAILER
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
CANT STRIP
METAL DECKING
24 GA. STAINLESS STEEL RECEIVER
THRU WALL FLASHING
THRU WALL MEMBRANE FLASHING
REMOVE THREE COURSES OF EXISTING MASONRY
AS REQUIRED TO INSTALL THRU WALL MEMBRANE
FLASHING AND REPLACE TO MATCH
12 GA. X 1" TRIM BAR. ANCHOR @ 12" O.C.
TERMINATION MASTIC
EXISTING MASONRY
12 GA. X 1" TRIM BAR. ANCHOR @ 12" O.C.
24 GA. PRE-FINISHED COUNTERFLASHING
FASTENERS @ 16" O.C.
" COVERBOARD
NOTE:
1. PROVIDE FULL HEIGHT WEEP HOLES
AT 24" O.C.
2. WEEP HOLES SHALL BE FULL HEIGHT
OF BRICK
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LIGHTNING PROTECTION
TERMINAL SET IN SEALANT
MEMBRANE
PROTECTION PLY
ADHERED TO ROOF
MEMBRANE
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD, WRAP
UP AND OVER NAILER
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
CANT STRIP
METAL DECKING
EXISTING COPPER RECEIVER
THRU WALL FLASHING
EXISTING MASONRY
12 GA. X 1" TRIM BAR. ANCHOR @ 12" O.C.
24 GA. NEW STAINLESS STEEL COUNTERFLASHING
FASTENERS @ 16" O.C.
" COVERBOARD
CAP FLASHING PLY 9" MIN. [228MM] ON
FIELD
BASE FLASHING PLY 6" MIN.
[152MM] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
DRAWBAND
SEALANT, REFERENCE
SPECIFICATION
4"
MIN.
WATERTIGHT SHEET METAL RAIN
COLLAR OVERLAPPING
PENETRATION POCKET
NON-SHRINK GROUT, 2"
MIN.
POURABLE SEALANT,
2 PART, 2" MIN.
CONCRETE DECK
SEALANT, REFERENCE
SPECIFICATION
SHEET METAL PITCH PAN
SOLDERED/WELDED WATERTIGHT 4"
MIN [102MM] HEIGHT
WOOD NAILERS; VARIES DEPENDING
UPON SIZE OF PENETRATION
SEAL GAP AROUND
PIPES W/FOAM
PREPARE AND PRIME
PROJECTION
VARIES
METAL LINER
2 X 6 MIN. WOOD NAILER
ATTACHED TO
SUBSTRATE¾OVERALL
THICKNESS TO MATCH
INSULATION
CANT
FASTENERS APPROX. 8''
O.C.
FASTENERS¾MIN. TWO
FASTENERS PER SIDE
EXTENDED BACKER
DRAWBAND OR WELD
COVER TO STACK
TEMPERATURE-
APPROPRIATE
ELASTOMERIC SEALANT
FLASHING HEIGHT
8'' MINIMUM
CAP SHEET MEMBRANE
BASE SHEET MEMBRANE
Jul 01, 2021
AS NOTED
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LIGHTING PROTECTION
NTS
THRU-WALL FLASHING REPLACEMENT - ALTERNATE
SCALE: 3"=1'-0"
EXISTING THRU-WALL FLASHING CONNECTION
SCALE: 3"=1'-0"
PITCH POCKET (PIPE)
SCALE: 3"=1'-0"
ROUND MECHANICAL PENETRATION CURB
NTS
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD, WRAP UP AND OVER
NAILER
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
CANT STRIP
METAL DECKING
FLEXIBLE VAPOR RETARDER WITH
BATT INSULATION
SELF ADHERING UNDERLAYMENT
INSTALL NEW STAINLESS STEEL CONT. CLEAT
FASTENERS WITH NEOPRENE WASHERS APPROX. 16" O.C.
INSTALL NEW STAINLESS STEEL EJ COVER
EXISTING STAINLESS STEEL RECEIVER
THRU WALL FLASHING
FASTENERS @ 16" O.C.
EXISTING MASONRY
NEW 2X BLOCKING INSTALLED AS NEEDED
TO ACHIEVE A MINIMUM OF 8" BASE
FLASHING HEIGHT FROM THE FINISHED
ROOF SURFACE
MODIFIED MEMBRANE
EXP./
CONT.
EXP./
CONT.
METAL CAP SECURED 12" O.C. W/ FASTENERS & NEOPRENE
WASHERS
CONCRETE DECK
CANT STRIP
BASE PLY
INSULATION
COVERBOARD
FLASHING FASTENED
8" O.C. [203MM]
EXPANSION JOINT COVER 1/2":12" SLOPE MIN.
COMPRESSIBLE
INSULATION
FLEXIBLE VAPOR
RETARDER TO SERVE AS
INSULATION RETAINER
ATTACH TO TOP OF CURB
8" MIN
[203MM]
CAP FLASHING PLY 9" MIN. ON FIELD - TERMINATE AT
TOP OF NAILER, BUT DO NOT TURN OVER TOP
BASE FLASHING PLY 6" MIN. ON FIELD - WRAP
UP AND OVER NAILERS
2"
MIN
EXP./
CONT.
COORDINATE
W/EXPANSION
JOINT
SIZE
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
CANT STRIP
CONCRETE DECK
EXISTING STAINLESS STEEL RECEIVER
8" MIN
[203MM]
TERMINATION BAR FASTENED @ 8"o.c. MAX.
INSTALL NEW STAINLESS STEEL COUNTER-FLASHING
INSTALL NEW BACKER ROD AND SEALANT
EXISTING WINDOW FRAME
SLOPE 24 GA. PREFINSIHED COPING
SCREWS W/ NEOPRENE WASHER
@16" O.C.
1/4" COVER BD.
BASE FLASHING FINISH PLY
BASE FLASHING BACKER PLY
CANT STRIP
ROOF SYSTEM
1/2" COVER BOARD
22 GA. GALV. CONT. CLEAT
PARAPET FRAMING
Blocking Slope
SEALANT, REFERENCE SPECIFICATION
COUNTERFLASHING FASTENED @ 8"o.c. [203mm] MAX.
THROUGH BUTYL TAPE
(MIN. 1.5" EMBEDMENT)
SEALANT, REFERENCE SPECIFICATION
TERMINATION BAR FASTENED @ 8"o.c. MAX. [203mm]
THROUGH BUTYL TAPE
CAP FLASHING PLY
9" MIN. [228mm] ON FIELD
BASE FLASHING PLY
6" MIN. [152mm] ON FIELD
MODIFIED MEMBRANE
BASE PLY
INSULATION
COVERBOARD
CANT STRIP
CONCRETE DECK
8" MIN
[203MM]
Jul 01, 2021
AS NOTED
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THRU WALL EXPANSION JOINT
SCALE: 3"=1'-0"
EXPANSION JOINT
SCALE: 3"=1'-0"
WINDOW SILL FLASHING
SCALE: 3"=1'-0"
COPING CAP AT PARAPET WALL
SCALE: 3"=1'-0"
SURFACE MOUNTED COUNTER FLASHING
File details come from the government source that posted it. Updated .