240361_McKinney_Campus_Phase_II_-_Reroof_Sealant_EIFS_Scope_-_5-2-25_-_reduced_file_size_-_updated_cover_and_index.pdf
PDF 5 MB Posted
- Attached to
- McKinney Campus Phase II Re-roof
- Solicitation number
- FY2025-CSP-026
- Issued by
- Collin County, Texas
About this file
This document is a comprehensive bid package for the McKinney Campus Phase II Re-roof project for Collin College in McKinney, Texas, dated May 2, 2025. The project encompasses multiple scope options including a base bid for replacing built-up roof with gravel roof areas and modified bitumen roof areas, involving complete tear-off of existing roof assemblies down to the metal deck, removal of existing metal copings, roof edges, and gutters, and installation of a new roof system. The new roofing system will include mechanically attached and fully adhered polyisocyanurate insulation, a high-density cover board, and an 80 mil thermoplastic membrane with a 20-year No Dollar Limit (NDL) warranty. Additional alternates include a deductive option for recovering modified bitumen roof areas, a sealant scope with options for silicone or polyurethane materials, and an EIFS (Exterior Insulation and Finish System) repair and recoating scope.
The project requires comprehensive roof restoration across approximately 24,310 square feet of roofing area, with detailed specifications for handling existing roof components, mechanical equipment, penetrations, and drainage systems. Contractors are expected to provide precise pricing for various scope options, including new metal fabrications, flashing, counterflashing, and expansion joint treatments. The bid package includes extensive technical details, roof area information, keyed notes, and photographic documentation of existing conditions, emphasizing the need for careful site assessment, precise installation techniques, and maintenance of watertight conditions. The project appears to be funded through the college's capital improvement budget, with a focus on long-term performance and warranty protection for the roofing systems.
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Text version
BEAM PROJECT: 240361
ISSUE FOR BID
MAY 2, 2025
COLLIN COLLEGE
BEAM Professionals 14001 Dallas Parkway Suite 400 Dallas, TX 75240 972-233-1373 P BEAMProf.com
McKINNEY CAMPUS PHASE II
RE-ROOF
KEY PLAN
CHECKED BY
DRAWN BY
DATE
PROJECT NUMBER
CLIENT
N
N
TRUE
NORTH
PLAN
NORTH
REVISIONS
DESCRIPTION DATENo.
M C
KI
N
N
EY
C
AM
PU
S
PH
AS
E
II
R E-
R O
O F
W U
N
IV
ER
SI
TY
D
R M
C
KI
N N
EY
, T
X
C O
LL
IN
C O
LL
EG
E
COLLIN COLLEGE
240361
05/02/2025
JH
CG
ISSUE FOR BID
BEAM Professionals 14001 Dallas Parkway
Suite 400 Dallas, TX 75240 972-233-1373 P BEAMProf.com
5-2-25
GENERAL INFORMATION
SHEET
G-0
GENERAL SHEETS
CVR COVER SHEET
G-0 GENERAL INFORMATION
BUILDING ENVELOPE
A-1 COMPOSITE ROOF PLAN
A-1.1 ENLARGED ROOF PLAN
A-1.2 SEALANT SCOPE
A-2 ROOF DETAILS
A-3 SEALANT SCOPE PHOTOS
A-4 EIFS SCOPE PHOTOS
COLLIN COLLEGE MCKINNEY CAMPUS
2200 W UNIVERSITY DR, MCKINNEY, TX 75071
SCOPE OF WORK
BUILT-UP ROOF WITH GRAVEL ROOF AREAS - BASE BID
TEAR OF EXISTING ROOF ASSEMBLY DOWN TO METAL DECK. REMOVE ALL EXISTING
METAL COPINGS, ROOF EDGE, GUTTER, ETC.
INSTALL NEW ROOF SYSTEM CONSISTING OF 2 LAYERS OF 2.2” POLYISOCYANURATE
INSULATION, FIRST LAYER MECHANICALLY ATTACHED, AND SECOND LAYER FULLY
ADHERED. INSTALL NEW FULLY ADHERED ½” HIGH DENSITY COVER BOARD. INSTALL
NEW 80 MIL THERMOPLASTIC MEMBRANE TO BE FULLY ADHERED. PROVIDE ALL
REQUIRED FLASHING AND PIPE PENETRATION ASSEMBLIES FOR NEW 20 YEAR NDL
WARRANTIED ROOF SYSTEM. PROVIDE NEW PREFINISHED METAL COPINGS, ROOF
EDGE, GUTTER, DOWNSPOUTS, AND OTHER METAL FABRICATIONS REQUIRED FOR
FLASHING, COUNTERFLASHING, THROUGH-WALL RECEIVERS, AND PENETRATIONS. ALL
NEW COUNTERFLASHINGS, RECEIVER, AND EXPANSION JOINTS TO BE STAINLESS STEEL
UNLESS VISIBLE FROM THE GROUND.
MODIFIED BITUMEN ROOF AREAS - BASE BID
TEAR OF EXISTING ROOF ASSEMBLY DOWN TO METAL DECK. REMOVE ALL EXISTING
METAL COPINGS, ROOF EDGE, GUTTER, ETC.
INSTALL NEW ROOF SYSTEM CONSISTING OF 2 LAYERS OF 2.2” POLYISOCYANURATE
INSULATION, FIRST LAYER MECHANICALLY ATTACHED, AND SECOND LAYER FULLY
ADHERED. INSTALL NEW FULLY ADHERED ½” HIGH DENSITY COVER BOARD. INSTALL
NEW 80 MIL THERMOPLASTIC MEMBRANE TO BE FULLY ADHERED. PROVIDE ALL
REQUIRED FLASHING AND PIPE PENETRATION ASSEMBLIES FOR NEW 20 YEAR NDL
WARRANTIED ROOF SYSTEM. PROVIDE NEW PREFINISHED METAL COPINGS, ROOF
EDGE, GUTTER, DOWNSPOUTS, AND OTHER METAL FABRICATIONS REQUIRED FOR
FLASHING, COUNTERFLASHING, THROUGH-WALL RECEIVERS, AND PENETRATIONS. ALL
NEW COUNTERFLASHINGS, RECEIVER, AND EXPANSION JOINTS TO BE STAINLESS STEEL
UNLESS VISIBLE FROM THE GROUND. PROVIDE AND INSTALL NEW ROOF HATCH.
MODIFIED BITUMEN ROOF AREAS - DEDUCTIVE ALTERNATE #1
LEAVE EXISTING MODIFIED ROOF SYSTEM IN PLACE. FULLY ADHERE NEW ½” HIGH
DENSITY COVER BOARD 4'-0” X 4'-0” SIZE. ENSURE THAT COVER BOARDS ARE WEIGHTED
ONCE SET IN ADHESIVE UNTIL ADHESIVE HAS CURED. INSTALL NEW FULLY ADHERED
FLEECE-BACKED THERMOPLASTIC MEMBRANE TO NEW COVER BOARD. PROVIDE NEW
PREFINISHED METAL COPINGS AND ROOF EDGES, AS WELL AS NEW UNDERLAYMENT
BENEATH NEW COPINGS AND ROOF EDGES. INSTALL NEW COUNTERFLASHINGS AND
ADDRESS DRAIN TARGETS / REMOVE AND REINSTALL CLAMPING RINGS TO PROVIDE
WATERTIGHT SYSTEM. PROVIDE NEW BASE FLASHINGS, CURB FLASHINGS, AND PIPE
PENETRATION FLASHINGS AS REQUIRED.
SEALANT SCOPE BASE BID
SEALANT SCOPE - DEDUCTIVE ALTERNATE #2
EIFS SCOPE - ADD ALTERNATE #1
1. CONTRACTOR SHALL VISIT SITE TO ASCERTAIN EXACT EXISTING CONDITIONS AND
COMPONENTS RELATED TO THE WORK DESCRIBED BY THESE DOCUMENTS. AFTER
AWARD OF THE CONTRACT, CHANGE ORDER REQUEST FOR ADDITIONAL MONEY
SHALL NOT BE APPROVED IF THE WORK COULD HAVE BEEN ANTICIPATED DURING
THE SITE VISIT BY THE CONTRACTOR, ALL WORK SHALL BE COMPLETED IN
ACCORDANCE WITH ACCEPTED MANUFACTURER'S PRINTED INSTRUCTIONS AND
WARRANTY REQUIREMENTS.
2. DIMENSIONS, DETAILS, EQUIPMENT SIZE AND LOCATION SHOWN IN THESE
CONSTRUCTION DOCUMENTS ARE FOR CONVEYANCE OF DESIGN INTENT ONLY.
EXACT SIZE, LOCATION, TYPE OF MATERIAL AND TYPE OF CONSTRUCTION OF
EXISTING CONDITIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR TO
ASCERTAIN AND CONFIRM.
3. REFER TO NOMENCLATURE FOR TYPE OF ROOF SYSTEM. ROOF AREAS ARE MARKED
WITH DESIGNATED LETTER ON ROOF PLAN.
4. NOTE THAT SOME OF THE DETAILS DRAWN ARE GENERIC IN NATURE AND ARE NOT
NECESSARILY LOCATED AND KEYED TO THE ROOF PLANS.
5. INDICATED ROOF HEIGHTS ARE GENERAL IN NATURE.
6. ALL NEW CRICKETS AND TAPERED INSULATION SHALL BE INSTALLED WITH A FINISHED
1/4" PER FOOT MIN. SLOPE. CRICKET THE UP SLOPE SIDE OF ALL SQUARE CURBS
AND PROJECTIONS OVER 20" IN WIDTH.
7. REMOVE ALL ABANDONED EQUIPMENT IDENTIFIED ON SITE AND AS SHOWN ON
OTHERWISE ON THESE DOCUMENTS.
8. REPLACE ROTTED AND / OR OTHERWISE DETERIORATED ROOF DECK MATERIAL WITH
LIKE MATERIAL AND THICKNESS.
9. REPLACE ROTTED AND / OR OTHERWISE DETERIORATED WOOD NAILER MATERIAL
WITH LIKE MATERIAL AND THICKNESS.
10. PATCH EXISTING ROOF DECK FOR HOLES LESS THAN 10" WIDE BY ANCHORING 22 GA.
STAINLESS STEEL SHEET METAL TO BOTTOM OF EXISTING STEEL ROOF DECK TO
MATCH EXISTING THICKNESS. PATCH EXISTING ROOF DECK FOR HOLES GREATER
THAN 10" WIDE BY ANCHORING 22 GA. STAINLESS STEEL SHEET METAL TO BOTTOM
OF EXISTING GYPSUM ROOF DECK SPANNING FROM JOIST TO JOIST.
11. AS APPLICABLE, ALL HVAC AND / OR DX UNITS, ELECTRICAL TRANSFORMERS, ROOF
TOP EQUIPMENT, ETC. THAT ARE ON SLEEPERS SHALL BE DISCONNECTED /
REMOVED, RAISED, AND PLACED ON NEW CURBED PLATFORMS AS DETAILED AND
REINSTALLED / RECONNECTED. ALL CURB MOUNTED HVAC UNITS, EQUIPMENT, ETC.
SHALL HAVE A MINIMUM 8" CURB HEIGHT AND ARE TO BE RAISED AS REQUIRED.
12. ALL DISCONNECTS AND RECONNECTS SHALL BE PERFORMED BY A LICENSED
ELECTRICIAN.
13. WORK TO ANY EXISTING UTILITY CONDUIT OR PIPE SHALL BE PERFORMED BY
SPECIFIC LICENSED SUBCONTRACTORS SPECIALIZING IN HVAC, PLUMBING AND
ELECTRICAL WORK. PERMITS AND INSPECTIONS ARE REQUIRED. REROUTE AND / OR
MODIFY UTILITY CONDUIT OR PIPE AS REQUIRED TO BE INSTALLED AS DETAILED.
14. UNLESS INDICATED OTHERWISE ON THE CONSTRUCTION DOCUMENTS, REPLACE AND
RAISE (AS REQUIRED) ALL EXISTING EXPANSION JOINTS / AREA DIVIDERS / CURB
MOUNTED EQUIPMENT / EXISTING ROOF HATCH/ SKYLIGHTS A MIN. 10" ABOVE ROOF
DECK.
15. ALL SOIL STACK FLASHING SHALL BE A MIN. 8" ABOVE FINISHED ROOF SURFACE.
COUPLE PVC PIPE ABOVE DECK AND COUPLE CAST IRON PIPE BELOW DECK.
16. ALL PIPING/ CONDUIT/ ETC. SHALL BE A MIN. 8" ABOVE ROOF SURFACE. PROVIDE
PORTABLE PIPE HANGERS WITH PROTECTION PADS.
17. PROVIDE SHEET METAL HOODED (WITH METAL FACE CLOSURE) CAPS, WOOD WOOD
CURB, BOX COVER AT ALL GAS AND WATER PIPE ROOF PENETRATIONS AS DETAILED.
PROVIDE POSITIVE SLOPE AWAY FROM FACE COVER.
18. PROVIDE WALKWAY PROTECTION PADS AS SPECIFIED AROUND ALL ROOF HATCHES,
HVAC ROOFTOP UNITS, DOORS THAT OPEN ONTO ROOF AND AT TOP AND BOTTOM OF
ALL ROOF TOP ACCESS LOCATIONS.
19. INSTALL NEW SPLASH PAN AT ALL LOCATIONS WHERE ROOF DRAINAGE DISCHARGES
ONTO ROOF AREA. INSTALL NEW SPLASH BLOCKS WHERE ROOF DRAINAGE
DISCHARGES ON GROUND.
20. ISOLATE ALL HEAT PIPES / FLUES AS DETAILED AND RECOMMENDED AND OUTLINED
IN THE NRCA MANUAL FOR HOT STACK FLASHING.
21. ALL OUTSIDE AIR INTAKES SHALL BE COVERED TO ELIMINATE ODORS AND FUMES
FROM ENTERING INTO THE BUILDING DURING CONSTRUCTION WORK.
22. EXAMINE AND CLEAN EXISTING DRAIN LINES OF DEBRIS AND BLOCKAGE, FLUSH WITH
WATER TO ENSURE THAT DRAINS FLOW FREELY. REPAIR EXISTING DRAINS AS
REQUIRED.
23. OWNER WILL VERIFY PROPER OPERATION OF ALL ROOF TOP EQUIPMENT BEFORE
AND AFTER THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING
ALL INOPERABLE EQUIPMENT PRIOR TO RELEASE OF PROJECT.
24. REPLACE ALL RUSTED AND / OR DETERIORATED EXISTING METAL VENT FLASHING
AND FLUES.
25. PRIOR TO COMMENCEMENT OF WORK, COORDINATE WALK OF ENTIRE ROOF WITH
ROOFING MANUFACTURER'S TECHNICAL REPRESENTATIVE TO IDENTIFY AND LOCATE
ALL AREAS OF HIGH SLOPE OR OTHER CONDITIONS WHICH MIGHT REQUIRE SPECIAL
PROCEDURES FOR SYSTEM ATTACHMENT.
26. PAINT ALL EXPOSED GAS PIPE TO REMAIN.
27. EXISTING OVERFLOW DRAIN LINE PIPES ARE TO BE REPLACED WITH OVERFLOW
ROOF DRAIN ASSEMBLIES PER PLUMBING SPECIFICATIONS.
MCKINNEY CAMPUS
INDEX OF DRAWINGS
SCOPE OF WORK
GENERAL NOTES
SITE MAP
VICINITY MAP
AutoCAD SHX Text AT ALL DOOR AND WINDOW OPENINGS, CONTROL JOINTS, EXPANSION JOINTS, PENETRATIONS, ETC. THROUGHOUT THE ENTIRE FACADE TO THE EXTENTS SHOWN ON SHEET A-3 (TO START AND STOP WHERE THE BUILDING MEETS THE GARAGE), REMOVE EXISTING SOFT JOINTS AND REPLACE WITH NEW BACKER ROD AND SILICONE SEALANT JOINTS TO MATCH EXISTING COLOR. THIS SHALL ALSO INCLUDE ALL SOFT JOINTS BETWEEN CAST STONE / MASONRY ELEMENTS AND AT SOFT JOINTS WHERE FACADE MATERIALS TRANSITION TO DIFFERENT FACADE MATERIALS. SAME SCOPE AS ABOVE, BUT PROVIDE PRICING FOR USING POLYURETHANE SEALANT IN LIEU OF SILICONE SEALANT. INFILL ALL HOLES / CRACKS / DAMAGE OF EXISTING EIFS SYSTEM WITH NEW FOAM AS SHOWN BY EXTENTS INDICATED ON DRAWING. THE EXTENTS ARE INTENDED TO INDICATE ALL INSTANCES / LOCATIONS OF EIFS THROUGHOUT THE FACILITY. REMOVE ANY EXISTING CEMENTITIOUS BASE COAT AND TOP COATS AS NEEDED TO REPAIR INSULATION / FOAM. SAND / CONTOUR / SHAPE NEW FOAM AS REQUIRED TO ACHIEVE ACCEPTABLE SUBSTRATE. PROVIDE NEW CEMENTITIOUS BASE AND TOP COATS WITH REINFORCING MESH AT ALL LOCATIONS OF DAMAGE / DETERIORATED EIFS SYSTEM. PROVIDE ACRYLIC ELASTOMERIC COATING THROUGHOUT THE ENTIRETY OF THE EIFS SYSTEM TO MATCH EXISTING COLOR AND TEXTURE, OR COLOR AS SELECTED BY OWNER. SEAL EIFS SYSTEM AT ALL TRANSITIONS TO ALL DIFFERING ADJACENT CLADDING MATERIALS WITH A COMPATIBLE SEALANT PRODUCT. SEAL ALL LOCATIONS OF CONTROL JOINTS OR EXPANSION JOINTS WITHIN EIFS SYSTEM. REMOVE AND REPLACE PREFINISHED METAL COPING CAP AS NEEDED TO REPAIR AND COAT EIFS SYSTEM. REINSTALL COPING. ENSURE THAT SEAM INTEGRITY IS MAINTAINED DURING REMOVAL AND REINSTALLATION. USE NEW OVERSIZED GROMMETED FASTENERS WHEN INSTALLING EXISTING COPING.
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1 PROVIDE NEW STAINLESS STEEL METAL AROUND COLUMNS, TYPICAL.
2 RAISE UNIT AS REQUIRED TO INSTALL CURB FLASH AND RESET UNIT ON EXISTING
NEWLY FLASHED CURB.
3 EXISTING PITCH PAN. REMOVE. INSTALL NEW LIQUID FLASHING AT EXISTING
PENETRATION.
4 EXISTING GAS LINE. DISCONNECT AND RECONNECT AS REQUIRED TO INSTALL NEW
CURB FLASHING AND NEW ROOF. TEXT / RECERTIFY GAS LINE AS REQUIRED BY STATE
OF TEXAS.
5 LIFT UNIT TO INSTALL NEW BASE FLASHINGS AT EXISTING CURB. SET UNIT BACK ONTO
NEWLY FLASHED EXISTING CURB. MAINTAIN EXISTING CURB CAP AND CURB ADAPTOR.
PROVIDE NEW OVERSIZED GROMMETED FASTENERS TO REATTACH METAL CURB CAP.
6 SUMP INSULATION LAYERS DOWN TO EXISTING DRAIN BOWL HEIGHT.
7 PROVIDE TEMPORARY SUPPORT FOR INSULATED LINES ON TRAPEZE HANGERS. ENSURE
THAT INSULATED LINES REMAIN OPERATIONAL AND UNDAMAGED DURING
CONSTRUCTION. PROVIDE PROTECTION PADS BENEATH ALL PIPE SUPPORTS, TYPICAL.
8 PROVIDE BLOCKING WITHIN SCUPPER ROUGH OPENING POST TEAR-OFF TO RAISE BASE
OF SCUPPER TO ACCOMMODATE NEW ROOF ELEVATION. REFLASH SCUPPER AND
PROVIDE NEW SCUPPER METAL TO MATCH EXISTING COLOR, TYPICAL.
9 REMOVE EXISTING COUNTERFLASHING TO INSTALL NEW ROOF MEMBRANE. INSTALL
NEW STAINLESS STEEL COUNTERFLASHING, TYPICAL.
10 PROVIDE NEW STAINLESS STEEL THYCURB CAPS, TYPICAL. DO NOT FASTEN INTO TOP
OF CURB CAP. ANCHOR UNIT TO SIDE OF THYCURB CAPS VIA BRACKETS, TYPICAL.
11 PROVIDE NEW SPLASH ON PROTECTION PADS AT ROOF TO ROOF DISCHARGE, TYPICAL.
KEYED NOTES
CHECKED BY
DRAWN BY
DATE
PROJECT NUMBER
CLIENT
N
N
TRUE
NORTH
PLAN
NORTH
REVISIONS
DESCRIPTION DATENo.
M C
KI
N
N
EY
C
AM
PU
S
PH
AS
E
II
R E-
R O
O F
W U
N
IV
ER
SI
TY
D
R M
C
KI
N N
EY
, T
X
C O
LL
IN
C O
LL
EG
E
COLLIN COLLEGE
240361
05/02/2025
JH
CG
ISSUE FOR BID
BEAM Professionals 14001 Dallas Parkway
Suite 400 Dallas, TX 75240 972-233-1373 P BEAMProf.com
5-2-25
COMPOSITE ROOF PLAN
A-11 COMPOSITE ROOF PLAN
1/32" = 1'-0"
A
AREA
APROX. SQ.
FT. EXISTING NOMENCLATURE
NEW
NOMENCLATURE REMARKS
A1 1000 MTLD/ 1/8" S/ 4" EPS/ 2" LWIC/ MB A 1
A2 1000 MTLD/ 1/8" S/ 4" EPS/ 2" LWIC/ MB A 1
B1 6050 MTLD/ 1/8" S/ 4" EPS/ 2" LWIC/ MB A 1
B2 13860 MTLD/ 1/8" S/ 4" EPS/ 2" LWIC/ MB A 1
C1 1200 BUR-G A 1
C2 1200 BUR-G A 1
TOTAL 24310
NOTE: SQUARE FOOTAGES SHOWN ARE FOR REFERENCE ONLY - (FIELD VERIFY)
CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND FOR
ENSURING NEW CONDITIONS ADHERE TO ALL LOCAL AND FEDERAL CODES ALONG WITH
INDUSTRY STANDARD GUIDELINES AND REMAIN IN A WATERTIGHT CONDITION.
ABBREVIATIONS:
ISO: ISO BOARD INSULATION
EPS: EXTRUDED POLYSTYRENE INSULATION BOARD
LWIC: LIGHT WEIGHT INSULATING CONCRETE
MTLD: METAL DECK
BUR-G: MULTI-PLY COAL TAR BUILT-UP ROOF SYSTEM W/GRAVEL
MB: 2 PLY MODIFIED BITUMEN ROOF SYSTEM
TPO: THERMOPLASTIC MEMBRANE ROOF SYSTEM
PVC: PVC MEMBRANE ROOF SYSTEM
S: SLURRY
REMARKS:
1. ALTERNATE 1 RE: NOMENCLATURE B
ROOF LEGEND
ROOF AREA INFORMATION
NEW NOMENCLATURE
(N) FULLY ADHERED 80 MIL PVC MEMBRANE
(N) FULLY ADHERED 1/2" HIGH DENSITY
COVER BOARD
(E) METAL DECK W/ LWIC SLURRY
(N) MECHANICALLY ATTACHED 2.2" ISO
(N) FULLY ADHERED 2.2" ISO
B BASE PROPOSALALTERNATE PROPOSAL
(N) FULLY ADHERED 80 MIL PVC MEMBRANE
(N) MECHANICALLY ATTACHED 1/2" HIGH
DENSITY COVER BOARD
(E) METAL DECK W/ LWIC SLURRY
(E) 4" EPS
(E) 2" LWIC
(E) TWO-PLY MOD.BIT. ROOF SYSTEM
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ABANDONED CURB TO
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ABANDON EQUIP.
GOOSE NECK VENT
CURB MOUNTED A/C
SPLASH BLOCK
SPLASH PAN
A/C ON POSTS
ROOF HATCH
SCUPPER
GUTTER
DOWNSPOUT
WALL LADDER
PIPE BOX
WALK PAD
TAPERED INSULATION
RIDGE LINE
EXPANSION JOINT
GAS LINE
ELEC. LINE
COND. LINE
WATER LINE
PATH OF TRAVEL
PROPERTY LINE
EXTENTS OF WORK
EXISTING / N.I.C.
ROOF AREA
SLOPE INDICATOR
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A-1.1
KEY PLAN
CHECKED BY
DRAWN BY
DATE
PROJECT NUMBER
CLIENT
N
N
TRUE
NORTH
PLAN
NORTH
REVISIONS
DESCRIPTION DATENo.
M C
KI
N
N
EY
C
AM
PU
S
PH
AS
E
II
R E-
R O
O F
W U
N
IV
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SI
TY
D
R M
C
KI
N N
EY
, T
X
C O
LL
IN
C O
LL
EG
E
COLLIN COLLEGE
240361
05/02/2025
JH
CG
ISSUE FOR BID
BEAM Professionals 14001 Dallas Parkway
Suite 400 Dallas, TX 75240 972-233-1373 P BEAMProf.com
5-2-25
ENLARGED ROOF PLAN
1 ENLARGED ROOF PLAN
1/16" = 1'-0"
A
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CD CD
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FLANGE VENT
PITCH PAN
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CURB MOUNTED VENT
CURB MOUNTED VENT
ABANDONED CURB TO
BE REMOVED/PATCHED
ABANDON EQUIP.
GOOSE NECK VENT
CURB MOUNTED A/C
SPLASH BLOCK
SPLASH PAN
A/C ON POSTS
ROOF HATCH
SCUPPER
GUTTER
DOWNSPOUT
WALL LADDER
PIPE BOX
WALK PAD
TAPERED INSULATION
RIDGE LINE
EXPANSION JOINT
GAS LINE
ELEC. LINE
COND. LINE
WATER LINE
PATH OF TRAVEL
PROPERTY LINE
EXTENTS OF WORK
EXISTING / N.I.C.
ROOF AREA
SLOPE INDICATOR
G G
SLOPE
PATH PATH
PL PL
ROOF LEGEND
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
A-2
1 PROVIDE NEW STAINLESS STEEL METAL AROUND COLUMNS, TYPICAL.
2 RAISE UNIT AS REQUIRED TO INSTALL CURB FLASH AND RESET UNIT ON EXISTING
NEWLY FLASHED CURB.
3 EXISTING PITCH PAN. REMOVE. INSTALL NEW LIQUID FLASHING AT EXISTING
PENETRATION.
4 EXISTING GAS LINE. DISCONNECT AND RECONNECT AS REQUIRED TO INSTALL NEW
CURB FLASHING AND NEW ROOF. TEXT / RECERTIFY GAS LINE AS REQUIRED BY STATE
OF TEXAS.
5 LIFT UNIT TO INSTALL NEW BASE FLASHINGS AT EXISTING CURB. SET UNIT BACK ONTO
NEWLY FLASHED EXISTING CURB. MAINTAIN EXISTING CURB CAP AND CURB ADAPTOR.
PROVIDE NEW OVERSIZED GROMMETED FASTENERS TO REATTACH METAL CURB CAP.
6 SUMP INSULATION LAYERS DOWN TO EXISTING DRAIN BOWL HEIGHT.
7 PROVIDE TEMPORARY SUPPORT FOR INSULATED LINES ON TRAPEZE HANGERS. ENSURE
THAT INSULATED LINES REMAIN OPERATIONAL AND UNDAMAGED DURING
CONSTRUCTION. PROVIDE PROTECTION PADS BENEATH ALL PIPE SUPPORTS, TYPICAL.
8 PROVIDE BLOCKING WITHIN SCUPPER ROUGH OPENING POST TEAR-OFF TO RAISE BASE
OF SCUPPER TO ACCOMMODATE NEW ROOF ELEVATION. REFLASH SCUPPER AND
PROVIDE NEW SCUPPER METAL TO MATCH EXISTING COLOR, TYPICAL.
9 REMOVE EXISTING COUNTERFLASHING TO INSTALL NEW ROOF MEMBRANE. INSTALL
NEW STAINLESS STEEL COUNTERFLASHING, TYPICAL.
10 PROVIDE NEW STAINLESS STEEL THYCURB CAPS, TYPICAL. DO NOT FASTEN INTO TOP
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
TYP. ALL
AutoCAD SHX Text A1
AutoCAD SHX Text
DS
AutoCAD SHX Text
SC
AutoCAD SHX Text
OF
AutoCAD SHX Text v
1 PROVIDE NEW STAINLESS STEEL METAL AROUND COLUMNS, TYPICAL.
2 RAISE UNIT AS REQUIRED TO INSTALL CURB FLASH AND RESET UNIT ON EXISTING
NEWLY FLASHED CURB.
3 EXISTING PITCH PAN. REMOVE. INSTALL NEW LIQUID FLASHING AT EXISTING
PENETRATION.
4 EXISTING GAS LINE. DISCONNECT AND RECONNECT AS REQUIRED TO INSTALL NEW
CURB FLASHING AND NEW ROOF. TEXT / RECERTIFY GAS LINE AS REQUIRED BY STATE
OF TEXAS.
5 LIFT UNIT TO INSTALL NEW BASE FLASHINGS AT EXISTING CURB. SET UNIT BACK ONTO
NEWLY FLASHED EXISTING CURB. MAINTAIN EXISTING CURB CAP AND CURB ADAPTOR.
PROVIDE NEW OVERSIZED GROMMETED FASTENERS TO REATTACH METAL CURB CAP.
6 SUMP INSULATION LAYERS DOWN TO EXISTING DRAIN BOWL HEIGHT.
7 PROVIDE TEMPORARY SUPPORT FOR INSULATED LINES ON TRAPEZE HANGERS. ENSURE
THAT INSULATED LINES REMAIN OPERATIONAL AND UNDAMAGED DURING
CONSTRUCTION. PROVIDE PROTECTION PADS BENEATH ALL PIPE SUPPORTS, TYPICAL.
8 PROVIDE BLOCKING WITHIN SCUPPER ROUGH OPENING POST TEAR-OFF TO RAISE BASE
OF SCUPPER TO ACCOMMODATE NEW ROOF ELEVATION. REFLASH SCUPPER AND
PROVIDE NEW SCUPPER METAL TO MATCH EXISTING COLOR, TYPICAL.
9 REMOVE EXISTING COUNTERFLASHING TO INSTALL NEW ROOF MEMBRANE. INSTALL
NEW STAINLESS STEEL COUNTERFLASHING, TYPICAL.
10 PROVIDE NEW STAINLESS STEEL THYCURB CAPS, TYPICAL. DO NOT FASTEN INTO TOP
CHECKED BY
DRAWN BY
DATE
PROJECT NUMBER
CLIENT
N
N
TRUE
NORTH
PLAN
NORTH
REVISIONS
DESCRIPTION DATENo.
M C
KI
N
N
EY
C
AM
PU
S
PH
AS
E
II
R E-
R O
O F
W U
N
IV
ER
SI
TY
D
R M
C
KI
N N
EY
, T
X
C O
LL
IN
C O
LL
EG
E
COLLIN COLLEGE
240361
05/02/2025
JH
CG
ISSUE FOR BID
BEAM Professionals 14001 Dallas Parkway
Suite 400 Dallas, TX 75240 972-233-1373 P BEAMProf.com
5-2-25
NEW SEALANT AND EIFS
REPAIR SCOPE EXTENTS
A-1.21 OVERALL BUILDING - SEALANT SCOPE
1/32" = 1'-0"
AREA
APROX. SQ.
FT. EXISTING NOMENCLATURE
NEW
NOMENCLATURE REMARKS
A1 1000 MTLD/ 1/8" S/ 4" EPS/ 2" LWIC/ MB A 1
A2 1000 MTLD/ 1/8" S/ 4" EPS/ 2" LWIC/ MB A 1
B1 6050 MTLD/ 1/8" S/ 4" EPS/ 2" LWIC/ MB A 1
B2 13860 MTLD/ 1/8" S/ 4" EPS/ 2" LWIC/ MB A 1
C1 1200 BUR-G A 1
C2 1200 BUR-G A 1
TOTAL 24310
NOTE: SQUARE FOOTAGES SHOWN ARE FOR REFERENCE ONLY - (FIELD VERIFY)
CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND FOR
ENSURING NEW CONDITIONS ADHERE TO ALL LOCAL AND FEDERAL CODES ALONG WITH
INDUSTRY STANDARD GUIDELINES AND REMAIN IN A WATERTIGHT CONDITION.
ABBREVIATIONS:
ISO: ISO BOARD INSULATION
EPS: EXTRUDED POLYSTYRENE INSULATION BOARD
LWIC: LIGHT WEIGHT INSULATING CONCRETE
MTLD: METAL DECK
BUR-G: MULTI-PLY COAL TAR BUILT-UP ROOF SYSTEM W/GRAVEL
MB: 2 PLY MODIFIED BITUMEN ROOF SYSTEM
TPO: THERMOPLASTIC MEMBRANE ROOF SYSTEM
PVC: PVC MEMBRANE ROOF SYSTEM
S: SLURRY
REMARKS:
1. ALTERNATE 1 RE: NOMENCLATURE B
ROOF LEGEND
ROOF AREA INFORMATION
A
PB
PLUMBING VENT
FLANGE VENT
PITCH PAN
EXISTING ROOF DRAIN
CURB MOUNTED VENT
CURB MOUNTED VENT
ABANDONED CURB TO
BE REMOVED/PATCHED
ABANDON EQUIP.
GOOSE NECK VENT
CURB MOUNTED A/C
SPLASH BLOCK
SPLASH PAN
A/C ON POSTS
ROOF HATCH
SCUPPER
GUTTER
DOWNSPOUT
WALL LADDER
PIPE BOX
WALK PAD
TAPERED INSULATION
RIDGE LINE
EXPANSION JOINT
GAS LINE
ELEC. LINE
COND. LINE
WATER LINE
PATH OF TRAVEL
PROPERTY LINE
EXTENTS OF WORK
EXISTING / N.I.C.
ROOF AREA
SLOPE INDICATORSLOPE
DASHED LINE DENOTES EXTENTS OF SEALANT JOINT
REPLACEMENT. CUT OUT SEALANT AND CLEAN ALL SOFT
JOINTS THROUGHOUT EXTENTS OF ENTIRE FACADE ON
THIS BUILDING. WORK STOPS AND STARTS AT THE
CONNECTION TO THE PARKING GARAGE. JOINTS TO BE
REMOVED AND REPLACED INCLUDE ALL CONTROL JOINTS,
EXPANSION JOINTS, AND SOFT JOINTS AROUND ALL
WINDOWS AND DOORS (HEAD, JAMB, SILL). SCOPE ALSO
INCLUDES MANY LOCATIONS WITHIN CAST STONE AND
MASONRY ELEMENTS LOCATED WITHIN THE NORTH
FACING FACADE OF THE 2010 ADDITION. SOFT JOINTS
ONLY. SCOPE TO ALSO INCLUDE ANY PENETRATIONS
THROUGH FACADE SUCH AS CONDUIT, UTILITY BOXES,
LIGHTS, ETC. SEAL TOP AND SIDES OF ALL SUCH
PENETRATIONS / FIXTURES ON BUILDING.
CONTRACTOR TO PROVIDE PRICING FOR REMOVAL AND
NEW SEALANT JOINTS WITH SILICONE AS WELL AS AN
ALTERNATE PRICE FOR POLYURETHANE SEALANT.
COLOR TO MATCH EXISTING IN EACH APPLICATION.
INFILL ALL HOLES / CRACKS / DAMAGE OF EXISTING EIFS
SYSTEM WITH NEW FOAM AS SHOWN BY 'X' TYPE DASHED
LINE INDICATING EXTENTS. EXTENTS ARE INTENDED TO
REPRESENT THE ENTIRE EIFS PROFILE THROUGHOUT THE
FACILITY. REMOVE ANY EXISTING CEMENTITIOUS BASE
COAT AND TOP COAT AS NEEDED TO REPAIR INSULATION
/ FOAM. SAND / CONTOUR APPROPRIATELY AS NEEDED
TO ACHIEVE ACCEPTABLE SUBSTRATE. PROVIDE NEW
CEMENTITIOUS BASE COATS AND TOP COATS WITH
REINFORCING MESH AT ALL LOCATIONS OF DAMAGE /
DETERIORATION OF EIFS SYSTEM. PROVIDE ACRYLIC
ELASTOMERIC COATING THROUGHOUT THE ENTIRETY OF
THE EIFS SYSTEM TO MATCH EXISTING COLOR AND
TEXTURE, OR COLOR AS SELECTED BY OWNER. SEAL
EIFS AT ALL TRANSITIONS TO DIFFERING SUBSTRATES /
CLADDING MATERIALS WITH COMPATIBLE SEALANT
PRODUCT. SEAL ALL LOCATIONS OF CONTROL JOINTS OR
EXPANSION JOINTS WITHIN EIFS. REMOVE EXISTING
PREFINISHED METAL COPING CAP AS NEEDED TO REPAIR
AND RECOAT EIFS SYSTEM. REINSTALL EXISTING COPING,
ENSURE SEAMS ARE MAINTAINED SEALED. USE NEW
OVERSIZED GROMMETED FASTENERS WHEN RESECURING
EXISTING PREFINISHED METAL COPING.
AutoCAD SHX Text A1
AutoCAD SHX Text
DS
AutoCAD SHX Text
SC
AutoCAD SHX Text G
AutoCAD SHX Text v
PLUMBING VENT STACK
SEALANT
DRAWBAND
INSTALL SEALANT BETWEEN
PIPE AND PREFABRICATED
MEMBRANE FLASHING
PREFABRICATED
MEMBRANE FLASHING
SEALANT (IF REQUIRED BY
THE SPECIFIC SYSTEM)
THERMOPLASTIC ROOF
MEMBRANE
ROOF SYSTEM (RE: SPECS)
PIPE PENETRATION
NOT TO SCALE
SCUPPER FLASHING
NOT TO SCALE
NOTES: UNIVERSAL SINGLE-PLY SEALANT IS REQUIRED AT FLASHING EDGES ON
SCUPPER EDGE. WHEN USING TPO MEMBRANE, TPO PRIME MUST BE USED TO
PREPARE SURFACES PRIOR TO THE APPLICATION OF SEALANT.
WATER CUT-OFF MASTIC, MUST BE
UNDER CONSTANT COMPRESSION
WOOD NAILER, INSTALL TO SECURE
METAL SLEEVE
HOT AIR WELD 1-1/2" MIN.
SEALANT
WATER CUT-OFF MASTIC
APPLICABLE BONDING ADHESIVE
THERMOPLASTIC NON-REINFORCED
FLASHING, 2" MIN. COVERAGE PAST
NAIL HEAD
SEALANT
THERMOPLASTIC
COATED SHEET
METAL SCUPPER
THERMOPLASTIC ROOF MEMBRANE
PLAN VIEW
1/2:12
1/2:12
1/2:12
ROOF DRAIN SUMP DETAIL
NOT TO SCALE
INSULATION TO MATCH ELEVATION
OF FIELD INSULATION
TAPER INSULATION
ROOF DRAIN (SUMP MIN. 1")
OVERFLOW DRAIN, W/ 2" COLLAR TO
BE INSTALLED 4'-0" UP SLOPE FROM
PRIMARY ROOF DRAIN
2'-0"2'-0"
THERMOPLASTIC
ROOF MEMBRANE
ROOF DECK
RECOVERY BOARD
1/2":12 TAPER INSULATION
ROOF DECK
CLAMPING RING
DECK CLAMP
DRAIN BOWL ROUND CUT IN
THERMOPLASTIC MEMBRANE; EXTEND
APPROX. 1" PAST CLAMPING RING
HOLE IN MEMBRANE SHOULD BE LARGER
THAN DRAIN PIPE DIAMETER
INSTALL WATER BLOCK BETWEEN DRAIN BOWL FLANGE
AND ROOF MEMBRANE
ROOF DRAIN
NOT TO SCALE
DRAIN STRAINER
SEAL NEW MEMBRANE FLASHING TO WALL &
EXISTING DAMP PROOFING
WATERPROOF FLASHING MEMBRANE
REMOVE/DEMO (E) SUBSTRATE (3 COURSES
HIGH) & THRU WALL FLASHING - COMPLETE.
PATCH TO MATCH EXISTING.
WEEP @ 24" O.C. W/ MORTAR NET PACKING
REMOVABLE S.S THRU WALL RECEIVER
SECURE TO BACK UP WALL & SEAL W/ THREE
COURSING.
REMOVABLE COUNTER FLASHING
ANCHORED 8" O.C. W/ WIND CLIPS @ 3' O.C.
HOT AIR WELD SINGLE PLY
FLASHING MEMBRANE
SHEET METAL EXPANSION JOINT COVER
THERMOPLASTIC ROOF MEMBRANE
(E) BACKUP WALL
8" M
IN
E THRU- WALL FLASHING @ EJ
NOT TO SCALE
(E) FACE BRICK
ROOF DECK
EQUIPMENT CURB
NOT TO SCALE
BASE OF UNIT EXTENDS 1/2" MIN.
BEYOND TOP OF CURB
CONT. SEALING MATERIAL @ TOP
OF CURB (RE: SPEC'S)
1" MIN. BELOW TOP OF CURB
TERM. BAR W/ NEOPRENE
WASHER FASTENED 12" O.C.
SET IN SEALANT
SEALING MATERIAL
CURB
HIGH - DOMED S.S., CAPPED,
GASKETED FASTENERS
18" O.C. - MIN. TWO EA. SIDE
REMOVABLE SHEET METAL
COUNTERFLASHING
S.S FASTENERS APPROX.
8" O.C.
FLASING MEMBRANE
ADHERE TO CURB
HEAT WELD (REFER TO
MANUFACTURER
SPECIFICATIONS)
THERMOPLASTIC ROOF
MEMBRANE
ROOF DECK
REMOVABLE COUNTERFLASHING
CONTINUOUS SEALANT
NOMINAL
CURB
HEIGHT
10" MIN.
MECH. UNIT,
HOOD, ETC.
S.S. COVER W/ RECEIVER
FOR COUNTER FLASH
HIGH-DOMED, CAPPED,
GASKETED FASTENERS
18" O.C. - MIN. TWO EA. SIDE
FASTENERS AT 8" O.C.
REMOVABLE COUNTER
FLASHING FASTENED 8" O.C.
BASE FLASHING
TAPERED EDGE WHERE APP.
SPECIFIED ROOF SYSTEM
CURBROOF DECK
NEOPRENE
ISOLATION PAD
EXISTING UNISTRUT
18 GA. S.S. STRAPS 12" O.C.
EQUIPMENT SUPPORT CURB
NOT TO SCALE
10"
NOMINAL
FLASHING
HEIGHT
12" MINOR 45°
HOODED CURB
NOT TO SCALE
FACE CLOSURE
FASTENERS APROX. 8" O.C.
SLOPE PIPES DOWN AND
AWAY FROM HOOD
REMOVEABLE SHEET
METAL COUNTERFLASHING
HIGH-DOMED SS, CAPPED, GASKETED
FASTENERS APPROX. 18" O.C. DEPENDING
UPON WIND ZONE AND CONDITIONS; MIN.
TWO FASTENERS PER SIDE)
INSULATE VOID
TO PREVENT
CONDENSATION
S.S. HOOD / COVER
CROSS BREAK OF
SLOPE FOR DRAINAGE
WOOD CANT TO
BRACE CURB
WOOD NAILERS
AND CURB
MIN. 4" CLEARANCE FROM PIPE TO TOP OF CURB;
MIN 2" BETWEEN PIPES
ROOF DECK
RE: SPECS
4"
MIN.
4"
MIN.
6"
MIN.
SINGLE PENETRATION
COMPLETED ASSEMBLY
MULTIPLE PENETRATIONS
PIPE PENTRATION
MEMBRANE COATED
METAL PITCH PAN
ROOF CEMENT
HOT AIR WELDED
FLASHING MEMBRANE
APPROX. 4" BEYOND
FLANGE
QUICK SETTING GROUT
POURABLE SEALER
ELASTOMERIC SEALANT &
STAINLESS STEEL DRAW BAND
SHEET METAL HOOD & FACE COVER
SCREWS & SEALING WASHERS
PIPES (FORM DOWNWARD
LOOP AWAY FROM HOOD)
S.S. METAL UMBRELLA
FLASHING
ROOF SYSTEM
PITCH PAN
NOT TO SCALE
ROOF DETAILS
A-2
KEY PLAN
CHECKED BY
DRAWN BY
DATE
PROJECT NUMBER
CLIENT
N
N
TRUE
NORTH
PLAN
NORTH
REVISIONS
DESCRIPTION DATENo.
M C
KI
N
N
EY
C
AM
PU
S
PH
AS
E
II
R E-
R O
O F
W U
N
IV
ER
SI
TY
D
R M
C
KI
N N
EY
, T
X
C O
LL
IN
C O
LL
EG
E
COLLIN COLLEGE
240361
05/02/2025
JH
CG
ISSUE FOR BID
BEAM Professionals 14001 Dallas Parkway
Suite 400 Dallas, TX 75240 972-233-1373 P BEAMProf.com
5-2-25
20 19 18 17
15 14 13 12 11
10 9 8 7 6
5 4 3 2 1
CONTINUOUS THROUGH-WALL
FLASHING TURN BAR AND 3-COURSE
TOOLED POLYURETHANE SEALANT
SHEET METAL REGLET FASTEN
VERTICAL LEG AND 3-COURSE
FASTENERS 24" O.C.
3" LAP WITH BEAD OF SEALANT
3" LAP AT JOINTS
2" WIDE CLIP APPROX. 30" O.C.
REMOVABLE SHEET METAL
COUNTER FLASHING
TERMINATION BAR FASTENED
APPROX. 12" O.C.
INSTALL SEALANT BEHIND MEMBRANE
CONTINUOUS SEALANT
CONTINUOUS THROUGH WALL
FLASHING OVER ROOF MEMBRANE
UNDER TERMINATION BAR
FLASHING MEMBRANE
HOT AIR WELD SINGLE PLY
THERMOPLASTIC ROOF MEMBRANE
WOOD NAILERS
ROOF DECK RE: SPECS
BASE FLASHING
NOT TO SCALE
ROOF SYSTEM
BASE W/ WALL PANEL
NOT TO SCALE
METAL WALL PANEL
SECURE AND SEAL METAL RECEIVER TO
SHEATHING BOARD
S.S. RECEIVER / REMOVABLE COUNTER
FLASHING W/ WIND CLIPS @ 3' O.C.
TERMINATION BAR FASTENED APPROX. 12" O.C.
INSTALL SEALANT BEHIND MEMBRANE
THERMOPLASTIC ROOF MEMBRANE
CONTINUOUS SEALANT
3/4" PLYWOOD SECURE TO SHEATHING BOARD
DAMPROOFING
(E) BACK UP
HOT AIR WELD SINGLE PLY
8" M
IN
E THRU-WALL FLASHING @ EJ W/ ROD
NOT TO SCALE
SEAL NEW MEMBRANE FLASHING TO WALL &
EXISTING DAMP PROOFING
WATERPROOF FLASHING MEMBRANE
REMOVE/DEMO (E) SUBSTRATE (3 COURSES
HIGH) & THRU WALL FLASHING - COMPLETE.
PATCH TO MATCH EXISTING.
WEEPS @ 24" O.C. W/ MORTAR NET PACKING
REMOVABLE STAINLESS STEEL THRU WALL
RECEIVER SECURE TO BACK UP WALL & SEAL W/
THREE COURSING.
REMOVABLE COUNTER FLASHING
ANCHORED 8" O.C. W/ WIND CLIPS @ 3' O.C.
HOT AIR WELD SINGLE PLY
(E) BACKUP
WALL
INSTALL SEALANT BEHIND MEMBRANE
TERMINATION BAR FASTENED APPROX. 12" O.C.
FLEXIBLE FOAM ROD; MIN. DIAMETER
1 1/2 TIMES WIDTH OF OPENING
FLEXIBLE VAPOR RETARDER
W/ COMPRESSIBLE INSULATION.
2Xs TO MATCH NEW ROOF ELEVATION
SEAL NEW MEMBRANE FLASHING TO WALL &
EXISTING DAMP PROOFING
WATERPROOF FLASHING MEMBRANE
REMOVE/DEMO EXIST. BRICK (3 COURSES HIGH) &
THRU WALL FLASHING - COMPLETE. PATCH BRICK
TO MATCH EXISTING.
WEEPS @ 24" O.C. W/ MORTAR NET PACKING
REMOVABLE S.S. THRU WALL RECEIVER SECURE
TO BACK UP WALL & SEAL W/ THREE COURSING.
REMOVABLE COUNTER FLASHING
ANCHORED 8" O.C. W/ WIND CLIPS @ 3' O.C.
TERMINATION BAR FASTENED APPROX. 12" O.C.
INSTALL SEALANT BEHINDMEMBRANE
CONTINUOUS SEALANT
THERMOPLASTIC
ROOF MEMBRANE
8" M
IN
E THRU- WALL FLASHING
NOT TO SCALE
ROOF DECK
HOT AIR WELD SINGLE PLY
1/2"
4-1/2"
1/2"
FASTENER DISC PLATE
THERMOPLASTIC
MEMBRANE
APPROVED FASTENER
EXISTING DECK TO REMAIN
REPLACE AS REQUIRED
1-1/2" MIN. HOT
AIR WELD LAP
SILICONE ROLLING
TOOL
1-1/2" FIELD WELD
(MINIMUM)
MEMBRANE LAP
NOT TO SCALE
HOT AIR
WELDER
NOTE: WHEN FASTENING INSULATION OR SLIP SHEETS, INSTALL FASTENERS FLUSH
WITH TOP SURFACE OF THE INSULATION BEING CAREFUL NOT TO BREAK THE FACER
OR CRUSH THE INSULATION.
VARIES
APPROX.
1/2" GAP
12' MAX LENGTH
EACH PIECE
OF PARAPET CAP
1" M
IN
. B
EL
O
W B
LO
C
KI
N
G
PARAPET & CAP
NOT TO SCALE
SHEET METAL JOINT COVER
PLATE 6" WIDE MIN. SET IN
TWO BEADS OF SEALANT
SHEET METAL PARAPET CAP
HIGH-DOMED, CAPPED,GASKETED
FASTENERS (APPROX. 18" O.C.
DEPENDING UPON WIND ZONE
AND LOCAL CONDITIONS)
FASTENERS APPROX. 6" O.C.
EXTEND MEMBRANE TO BELOW
NAILER AND SECURE
CONTINUOUS TAPERED WOOD
SHIM (E.G. BEVELED CEDAR SIDING)
WOOD NAILER
FLASHING MEMBRANE (ADHERED
TO WALL)
SEALANT (IF REQUIRED BY THE
SPECIFIED SYSTEM)
THERMOPLASTIC ROOF MEMBRANE
ROOF SYSTEM
ROOF DECK
HOT AIR WELD SINGLE PLY
GAS PIPE SUPPORTS
LINES LESS THAN 3" O.D.
ELECTRICAL CONDUIT/ CONDENSATE LINES
LINES LESS THAN 3" O.D.
LARGER LINE SUPPORTS
LINES 3" O.D. OR LARGER
GAS LINES USE
ROLLER CLEVIS
TACK SUPPORTS TO PAD
WITH APPROVED MASTIC OR ADHESIVE
SUPPORT BASE MIN 10" X 16" X 3"
ROLLER HANGER W/ HOLD DOWN CLIPS
ROOF MANUFACTURE APPROVED
PROTECTIVE TRAFFIC PAD
TACK SUPPORTS TO PAD
WITH APPROVED MASTIC
OR ADHESIVE
SUPPORT BASE MIN 10"X16"X3"
STRUT W/ HOLD DOWN CLIPS
ROOF MANUFACTURE APPROVED
PROTECTIVE TRAFFIC PAD
12 GA SLOTTED
STRUT HEADER BAR
12 GA. SLOTTED
STRUT SUPPORT
LEGS
NOTE: NON - PENETRATING PIPE SUPPORTS MAX 8'-0" O.C. INCLUDING (BETWEEN
SEISMIC SUPPORTS) AND 2'-0" FROM CHANGE OF DIRETION OR ELEVATION.
NOT TO SCALE
NON - PENETRATING PIPE SUPPORTS
AutoCAD SHX Text
XXXXXX
XXXXXX
DRAWN BY
DATE
PROJECT NUMBER
CLIENT
N
N
TRUE
NORTH
PLAN
NORTH
REVISIONS
DESCRIPTION DATENo.
M C
KI
N
N
EY
C
AM
PU
S
PH
AS
E
II
R E-
R O
O F
W U
N
IV
ER
SI
TY
D
R M
C
KI
N N
EY
, T
X
C O
LL
IN
C O
LL
EG
E
COLLIN COLLEGE
240361
05/02/2025
JH
CG
ISSUE FOR BID
BEAM Professionals 14001 Dallas Parkway
Suite 400 Dallas, TX 75240 972-233-1373 P BEAMProf.com
5-2-25
SEALANT SCOPE
PHOTOGRAPHS
A-3
20 19 18 17 16
15 14 13 12 11
10 9 8 7 6
5 4 3 2 1 PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
REMOVE EXISTING SEALANT AT WINDOW SYSTEM
HEAD, JAMB, AND SILL AND PROVIDE NEW BACKER
ROD AND SEALANT
REMOVE EXISTING SEALANT AT ALL CONTROL JOINTS
AND MATERIAL TRANSITIONS AND PROVIDE NEW
BACKER ROD AND SEALANT, TYPICAL.
REMOVE EXISTING SEALANT AT WINDOW SYSTEM
HEAD, JAMB, AND SILL AND PROVIDE NEW BACKER
ROD AND SEALANT
REMOVE EXISTING SEALANT AT WINDOW SYSTEM
HEAD, JAMB, AND SILL AND PROVIDE NEW BACKER
ROD AND SEALANT
REMOVE EXISTING SEALANT AT WINDOW SYSTEM
HEAD, JAMB, AND SILL AND PROVIDE NEW BACKER ROD AND SEALANT.
REMOVE SOFT JOINTS AT CONTROL JOINTS AND MATERIAL
TRANSITIONS AND PROVIDE NEW BACKER ROD AND SEALANT, TYP.
REMOVE EXISTING SEALANT AT WINDOW SYSTEM
HEAD, JAMB, AND SILL AND PROVIDE NEW BACKER
ROD AND SEALANT ALL THE WAY AROUND BUILDING, TYP.
REMOVE EXISTING
SEALANT AT
WINDOW SYSTEM
HEAD, JAMB, AND
SILL AND PROVIDE
NEW BACKER
ROD AND SEALANT.
REMOVE SEALANT
AT CONTROL JOINTS
AND SOFT JOINTS
WITHIN MASONRY
AND PROVIDE NEW
BACKER ROD AND
SEALANT, TYPICAL
REMOVE
EXISTING
SEALANT AT
CAST STONE
JOINT AND
PROVIDE NEW
BACKER
ROD AND
SEALANT
REMOVE EXISTING SEALANT AT WINDOW SYSTEM
HEAD, JAMB, AND SILL AND PROVIDE NEW BACKER
ROD AND SEALANT. REMOVE SEALANT AT SOFT JOINTS
WITHIN MASONRY AND STONE AND PROVIDE NEW BACKER ROD AND SEALANT
REMOVE EXISTING
SEALANT AT
WINDOW SYSTEM
HEAD, JAMB, AND
SILL AND PROVIDE
NEW BACKER
ROD AND SEALANT.
REMOVE SEALANT
AT CONTROL JOINTS
AND SOFT JOINTS
WITHIN MASONRY
AND PROVIDE NEW
BACKER ROD AND
SEALANT, TYPICAL
REMOVE EXISTING
SEALANT AT
WINDOW SYSTEM
HEAD, JAMB, AND
SILL AND PROVIDE
NEW BACKER
ROD AND SEALANT.
REMOVE SEALANT
AT CONTROL JOINTS
AND SOFT JOINTS
WITHIN MASONRY
AND PROVIDE NEW
BACKER ROD AND
SEALANT, TYPICAL
REMOVE EXISTING SEALANT AT WINDOW SYSTEM
HEAD, JAMB, AND SILL AND PROVIDE NEW BACKER
ROD AND SEALANT ALL THE WAY AROUND BUILDING, AS
WELL AS AT WALL FIXTURES AND DOORS, TYPICAL
REMOVE EXISTING
SEALANT AT
CONTROL JOINTS
AND PROVIDE NEW
BACKER
ROD AND SEALANT.
REMOVE SEALANT
AT SOFT JOINTS
WITHIN MASONRY
AND PROVIDE NEW
BACKER ROD AND
SEALANT, TYPICAL
REMOVE EXISTING SEALANT AT WINDOW SYSTEM HEAD, JAMB, AND SILL
AND PROVIDE NEW BACKER ROD AND SEALANT. REMOVE SEALANT AT
CONTROL JOINTS AND SOFT JOINTS WITHIN MASONRY AND PROVIDE NEW
BACKER ROD AND SEALANT, TYPICAL
REMOVE EXISTING
SEALANT AT WINDOW
SYSTEM HEAD, JAMB,
AND SILL AND
PROVIDE NEW
BACKER ROD AND
SEALANT. REMOVE
SEALANT AT CONTROL
JOINTS AND SOFT
JOINTS WITHIN
MASONRY AND
PROVIDE NEW
BACKER ROD AND
SEALANT, TYPICAL
REMOVE EXISTING SEALANT AT WINDOW SYSTEM HEAD, JAMB, AND SILL
AND PROVIDE NEW BACKER ROD AND SEALANT. REMOVE SEALANT AT
CONTROL JOINTS AND SOFT JOINTS WITHIN MASONRY AND PROVIDE NEW
BACKER ROD AND SEALANT, TYPICAL, AS WELL AS AT FIXTURES.
REMOVE EXISTING SEALANT AT WINDOW SYSTEM HEAD, JAMB, AND SILL
AND PROVIDE NEW BACKER ROD AND SEALANT. REMOVE SEALANT AT
CONTROL JOINTS AND SOFT JOINTS WITHIN MASONRY AND PROVIDE NEW
BACKER ROD AND SEALANT, TYPICAL, AS WELL AS AT FIXTURES.
REMOVE EXISTING SEALANT AT WINDOW SYSTEM
HEAD, JAMB, AND SILL AND PROVIDE NEW BACKER
ROD AND SEALANT. REMOVE SEALANT AT SOFT JOINTS
WITHIN MASONRY AND STONE AND PROVIDE NEW BACKER ROD AND SEALANT
REMOVE EXISTING
SEALANT AT
CONTROL JOINTS
AND PROVIDE NEW
BACKER
ROD AND SEALANT.
REMOVE SEALANT
AT SOFT JOINTS
WITHIN MASONRY
AND PROVIDE NEW
BACKER ROD AND
SEALANT, TYPICAL
REMOVE EXISTING SEALANT AT CONTROL JOINTS AND PROVIDE NEW BACKER
ROD AND SEALANT. REMOVE SEALANT AT SOFT JOINTS WITHIN MASONRY
AND PROVIDE NEW BACKER ROD AND SEALANT, TYPICAL
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DRAWN BY
DATE
PROJECT NUMBER
CLIENT
N
N
TRUE
NORTH
PLAN
NORTH
REVISIONS
DESCRIPTION DATENo.
M C
KI
N
N
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C
AM
PU
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PH
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II
R E-
R O
O F
W U
N
IV
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N N
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, T
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C O
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COLLIN COLLEGE
240361
05/02/2025
JH
CG
ISSUE FOR BID
BEAM Professionals 14001 Dallas Parkway
Suite 400 Dallas, TX 75240 972-233-1373 P BEAMProf.com
5-2-25
EIFS SCOPE
PHOTOGRAPHS
A-3.1
20 19 18 17 16
15 14 13 12 11
10 9 8 7 6
5 4 3 2 1 PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
PHOTOGRAPH
N.T.S.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND
RECOATED. REMOVE AND
REINSTALL EXISTING
PREFINISHED METAL
COPING AS REQUIRED TO
PERFORM EIFS REPAIR AND
RECOAT. ENSURE SEAL IS
MAINTAINED AT COPING
JOINTS. USE NEW
OVERSIZED GROMMETED
FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND
RECOATED. REMOVE AND
REINSTALL EXISTING
PREFINISHED METAL
COPING AS REQUIRED TO
PERFORM EIFS REPAIR AND
RECOAT. ENSURE SEAL IS
MAINTAINED AT COPING
JOINTS. USE NEW
OVERSIZED GROMMETED
FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED. REMOVE AND REINSTALL
EXISTING PREFINISHED METAL COPING AS REQUIRED TO PERFORM
EIFS REPAIR AND RECOAT. ENSURE SEAL IS MAINTAINED AT COPING
JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
EIFS TO BE REPAIRED AND RECOATED WHERE BIRDS HAVE DUG INTO THE EIFS AND
NESTED. REMOVE BIRDS. REMOVE AND REINSTALL EXISTING PREFINISHED METAL
COPING AS REQUIRED TO PERFORM EIFS REPAIR AND RECOAT. ENSURE SEAL IS
MAINTAINED AT COPING JOINTS. USE NEW OVERSIZED GROMMETED FASTENERS.
NEWER BUILDING ADDITION IS STONE
COPING, NOT EIFS. NO EIFS SCOPE AT
NEWER BUILDING ADDTION.
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