PM-1415_Pkg C - PPHM Roof Replacement & Coating_Construction Drawings.pdf
PDF 3 MB Posted
- Attached to
- PM-1415 PPHM Roof Replacement & Coating State and local contract opportunity
- Solicitation number
- PM-1415
- Issued by
- Ochiltree County, Texas
About this file
These are construction drawings and specifications for a sealed-bid roof replacement and coating project by West Texas A&M University (WTAMU) through SSC Services for Education Facilities Services, focusing on Package C involving the Panhandle Plains Historical Museum (PPHM) in Canyon, Texas. The project encompasses roof replacement and coating work across multiple campus buildings, organized into nine base proposals within three work packages. Base Proposal 8 includes power washing and application of a new coating system over the existing modified bitumen roof at the PPHM (roof sections A, B, B1, B2, C, G, H, J, K, L, and M), with a two-year contractor's warranty, while Base Proposal 9 involves complete removal of the existing roof system down to the concrete deck, installation of new three-ply modified bitumen roofing with perlite insulation and cover board (roof sections D, E, and F), providing a twenty-year manufacturer's warranty and two-year contractor's warranty. The drawings include detailed roof plans, wind uplift pressure charts, and comprehensive technical specifications for all flashing, metal coping, scuppers, drains, equipment curbs, roof hatches, and penetrations. All work requires compliance with NRCA, SMACNA, and ANSI/SPRI standards, with master plumber certification required for gas line testing and certification. A pre-proposal meeting was held on February 12, 2026, at the WTAMU Physical Plant Conference Room, with proposals due by February 26, 2026, at 2:00 PM.
Lydick-Hooks was selected as the contractor offering best value with a base bid of $590,186.00 and a 110-day construction timeline, meeting all compliance requirements including submission of required warranty documentation. The top-ranked bidder by score, AG & Sons (with a score of 9.10 and bid of $533,473.25), was disqualified for failure to provide the required twenty-year warranty letter from the coating manufacturer. Evaluation criteria included total bid amount (51%), construction time (10%), technical proposal (24%), litigation and claims history (5%), safety and risk assessment (5%), and quality control (5%). Contractors were required to be approved applicators of the primary coating manufacturer with evidence of approved applicator status and a list of successfully completed similar projects submitted prior to bid. The coating manufacturer must have a minimum of twenty years in roof coating production and membership in good standing with the National Roofing Contractors' Association. A Historically Underutilized Business (HUB) subcontracting plan is required, with monthly HUB Progress Assessment Reports (PARs) mandated to accompany each pay application. Bids from responding contractors ranged from $533,473.25 to $3,317,650.00, with construction timelines ranging from 45 to 180 days.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| ESBD_487720_1770331458668_PM-1415_Notice of Project_TAMU-Regions.pdf | ||
| PM-1415_Pkg C - PPHM Roof Replacement & Coating_Project Manual.pdf | ||
| PM-1415_CSP Part 2 00 45 16.pdf | ||
| PM-1415_Notice of Project_TAMU-Regions.pdf | ||
| Uniform General and Supplementary Conditions.pdf | ||
| Performance Bond.docx | DOCX document | |
| ESBD_487720_1770827656552_PM-1415_Addendum No. [#1]_SOW Clarification.pdf | ||
| ESBD_487720_1773773049220_PM-1415_CSP Summary Tab.pdf | ||
| PM-1415_CSP Part 3 00 45 17.pdf | ||
| PM-1415_CSP Part 1 00 42 13.pdf | ||
| ESBD_487720_1771276855688_PM-1415_Armko_Addendum No. [#1].pdf | ||
| ESBD_487720_1770331458883_PM-1415 Bid Package.zip | ZIP file | |
| PM-1415_CSP Instructions 00 21 00.pdf | ||
| Certificate of Insurance (COI) Requirements_TAMU-Regions.pdf | ||
| SAMPLE Master Vendor Agreement_TAMU-Regions.pdf | ||
| Payment Bond.docx | DOCX document |
Show all 16
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Text version
VICINITY MAP LOCATION MAP
NORTHNORTH
JOB:
DATE:
DRAWN BY:
TEXAS REGISTERED
ENGINEERING FIRM F-6498
2505 79TH ST., SUITE A
LUBBOCK, TEXAS 79423
(972) 874-1388
IN
D U
ST
R
IE
S, IN
C
ARMKO
CONTRACTOR SHALL VERIFY ALL
SUBSTRATES, DIMENSIONS,
CURBS, PENETRATIONS, ECT.
THOSE SHOWN ARE TYPICAL BUT
MAY NOT BE ALL INCLUSIVE
Copyright 2025 by Armko Industries
ISSUES
CHECKED BY:
THIS DOCUMENT WAS
PRODUCED BY OR UNDER
THE DIRECT SUPERVISION
OF REGISTERED ENGINEER
REVISIONS
ISSUE DATE:
Issue For Construction 10/07/2025
COVER SHEET
25-1183-49 01/20/2026
AA/JK
GS1.00
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01/20/2026
SHEET INDEX
Sheet Number Sheet Name
GS1.00 COVER SHEET
GS1.01 GENERAL ROOFING INFORMATION
GS2.00 WIND UPLIFT PRESSURE PLAN -
CLASSROOM CENTER & JACK B.
KELLY STUDENT CENTER
GS2.01A WIND UPLIFT PRESSURE PLAN -
PANHANDLE PLAINS HISTORICAL
MUSEUM
GS2.01B WIND UPLIFT PRESSURE PLAN -
PANHANDLE PLAINS HISTORICAL
MUSEUM
GS2.02 WIND UPLIFT PRESSURE PLAN -
CORNETTE LIBRARY
GS2.03 WIND UPLIFT PRESSURE PLAN -
GREENHOUSES
GS2.04 WIND UPLIFT PRESSURE PLAN -
CONNER HALL
R1.01 OVERALL ROOF PLAN -
CLASSROOM CENTER & JACK B.
KELLY STUDENT CENTER
R1.02 ENLARGED ROOF PLAN -
CLASSROOM CENTER
R1.03 ENLARGED ROOF PLAN - JACK B.
KELLY STUDENT CENTER
R1.04 OVERALL ROOF PLAN - CORNETTE
LIBRARY
R1.05 OVERALL ROOF PLAN - CONNER
HALL
R1.06 OVERALL ROOF PLAN -
GREENHOUSES
R1.07 OVERALL ROOF PLAN - PANHANDLE
PLAINS HISTORICAL MUSEUM
R2.01 ROOF DETAILS
R2.02 ROOF DETAILS
R2.03 ROOF DETAILS
R2.04 ROOF DETAILS
R2.05 ROOF DETAILS
WEST TEXAS A&M UNIVERSITY
ROOF REPLACEMENT PROJECT
MULTIPLE BUILDINGS
2501 4TH AVE,
CANYON, TEXAS 79016
M U
LT
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B
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D
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A
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CLASSROOM CENTER & STUDENT CENTER
CONNER HALL
GREENHOUSES
CORNETTE LIBRARY
PANHANDLE PLAINS HISTORICAL MUSEUM
CONSTRUCTION
SEQUENCE
GLAZING
WINDOW FRAME
ADHERE SELF-ADH
FLASHING TO
SUBSTRATE, S.S.
BENT MTL & SIDE
OF WDW FRAME
TYP TERM BAR @ EDGE
OF SELF-ADH FLASHING
WALL SURFACE
WALL SURFACE
JOB:
DATE:
DRAWN BY:
TEXAS REGISTERED
ENGINEERING FIRM F-6498
2505 79TH ST., SUITE A
LUBBOCK, TEXAS 79423
(972) 874-1388
IN
D U
ST
R
IE
S, IN
C
ARMKO
CONTRACTOR SHALL VERIFY ALL
SUBSTRATES, DIMENSIONS,
CURBS, PENETRATIONS, ECT.
THOSE SHOWN ARE TYPICAL BUT
MAY NOT BE ALL INCLUSIVE
Copyright 2025 by Armko Industries
ISSUES
CHECKED BY:
THIS DOCUMENT WAS
PRODUCED BY OR UNDER
THE DIRECT SUPERVISION
OF REGISTERED ENGINEER
REVISIONS
ISSUE DATE:
Issue For Construction 10/07/2025
GENERAL ROOFING
INFORMATION
25-1183-49 10/07/2025
AA/JK
GS1.01
PR
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A& M
U N
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R O
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01/20/2026
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
O.
P.
Q.
R.
S.
T.
U.
V.
W.
X.
Y.
Z.
AA.
AB.
AC.
AD.
AE.
GENERAL ROOF NOTES:
PROVIDE ALL REQUIRED UTILITY / STRUCTURAL COMPONENTS AND/OR CONNECTIONS FOR
THE FUNCTIONAL USE OF ALL CONTRACTOR SUPPLIED EQUIPMENT OR APPLIANCES,
REGARDLESS OF ANY OMISSIONS OR INCONSISTENCIES ENCOUNTERED IN THE
CONSTRUCTION DOCUMENTS.
THE WORD 'PROVIDE' SHALL MEAN 'FURNISH AND INSTALL' COMPLETE AND READY TO USE.
IF DISCREPANCIES APPEAR BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE
HIGHER QUALITY, QUANTITY, AND PRICE SHALL SUPERSEDE.
THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BECOME FAMILIAR WITH THE
PROJECT AND THE ON-SITE / OFF-SITE CONDITIONS PRIOR TO BIDDING OR COMMENCING
WORK.
PROVIDE METAL END CLOSURE ON EXPANSION JOINTS WHERE THEY OCCUR AT THE EDGE
OF THE ROOF.
ROOF SLOPES SHOWN ON DRAWINGS ARE GENERAL AND CONCEPTUAL ONLY. TAPER
INSULATION IS SHOWN CONCEPTUALLY AND FOR INTENT ONLY; NOT TO SCALE AND
SHOWN AS GRAPHIC REPRESENTATION ONLY TO SHOW SLOPE. INTENT IS TO PROVIDE
POSITIVE DRAINAGE TO ALL ROOF DRAINS, SCUPPERS, AND GUTTERS. VERIFY INSULATION
AND TAPER IN SHOP DRAWINGS AS REQUIRED TO MAINTAIN SLOPE PRIOR TO
INSTALLATION. REFER TO STRUCTURAL (IF APPLIES) FOR EXACT TOS/BOD ELEVATIONS.
REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
PROVIDE TAPERED INSULATION CRICKETS (1/2"/FT. MIN. SLOPE) AT HIGH SIDE OF ALL
MECHANICAL UNITS, SMOKE VENTS, ROOF HATCHES, AND OTHER MISC. ROOF
PENETRATIONS, TO SHED WATER AROUND AND TO ENSURE POSITIVE ROOF DRAINAGE.
PROVIDE ADDITIONAL MANUFACTURER'S WALK PADS AS PROTECTION AT "SERVICE SIDE"
OF ALL MECHANICAL EQUIPMENT - FIELD VERIFY LOCATIONS. AS WELL AS PROTECTION AT
"ACCESS SIDE" OF ALL ROOF HATCHES AND ROOF ACCESS LADDERS - FIELD VERIFY
LOCATIONS, AND AT DOWNSPOUT LOCATIONS.
ALL WOOD BLOCKING AT ROOF EDGES ARE TO BE FABRICATED FROM CONT. 2X6 FR-WD
BOARDS. PROVIDE LARGER 2X FR-WD AS REQUIRED PER DIMENSIONED DETAILS OR AS
FIELD CONDITIONS DICTATE. ALL COPING TO BE SLOPED TOWARD THE INTERIOR.
ALL EXPOSED FLASHING, COPING (IF APPLICABLE), AND THEIR ACCESSORIES SHALL BE AS
SPECIFIED.
HEIGHT OF ALL NAILERS SHALL BE FLUSH WITH NEW INSULATION THICKNESS.
ALL THROUGH WALL FLASHING SYSTEMS TO ACCOMMODATE 8" MINIMUM FLASHING
HEIGHT FROM FINISHED ROOF SURFACE. PROVIDE END DAMS AS CONDITIONS ALLOW. ALL
FLASHING TO HAVE 4" LAP MINIMUM AND OR STEP.
ALL PITCH PANS SHALL BE DOUBLE SOLDERED STAINLESS STEEL AND RECEIVE EITHER
MECHANICALLY ATTACHED GOOSENECKS OR METAL BONNETS. METAL BONNETS SHALL
BE SECURED WITH CLAMPING RING AND SEALANT. SPECIAL CARE GIVEN TO WASH ALL
METAL PRIOR TO INSTALLATION.
ALL INFIELD EXPANSION JOINTS SHALL HAVE LOW SLOPED STANDING SEAM JOINTS AND
SHALL BE CHAMFERED AT TERMINATION AT ROOF EDGE TO MEET PROFILE OF PERIMETER.
ANY CRACKS OR VOIDS IN RISE WALLS ABOVE COUNTER FLASHING SHALL BE REPAIRED
WITH COMPATIBLE SEALANT.
ALL VERTICAL MEMBRANE FLASHING SHALL BE MECHANICALLY FASTENED AND INSTALLED
WITH NEW METAL COUNTER FLASHING UTILIZING A CONTINUOUS CLEAT. SLIDE METAL
COVER PLATE DOWN OVER VERTICAL CLEAT AND SEAL.
PROVIDE NEW CONCRETE SPLASH BLOCKS ON ROOF ELEVATION ON TOP OF A WALK PAD
WHERE DOWNSPOUTS OCCUR.
ALL PIPES AND CONDUIT SHALL RECEIVE PIPE SUPPORTS AND RELATED SHIMS AND SHALL
BE PLACED ON AN ADDITIONAL ADHERED ROOF MEMBRANE UNDER SPECIFIED WALK PAD
PRIOR TO SURFACE APPLICATION. SUPPORTS TO OCCUR AT 10'-0" O.C. AND WITHIN 2'-0" OF
ALL SLOPES, TEES AND CORNERS. ALL PIPES TO BE PAINTED PER BUILDING CODE
REQUIREMENTS.
ALL METAL FLASHING SHALL EXTEND BEYOND ROOF EDGE MIN. 8" WHERE FLASHING
ABUTS VERTICAL WALL SURFACE AS DETAILED. ALL FLASHING SHALL BE INSTALLED IN
SHINGLE FASHION.
AT ALL LOCATIONS WHERE CONVERGENCE OF MULTIPLE PLANES OF ROOFING TO WALL
OCCUR, FIELD FABRICATE THERMOPLASTIC BOOT TO BE INSTALLED OVER NEW ROOFING,
COMPLETELY OVERLAYING THE TRANSITIONS OF ALL ROOF TO WALL, ELEVATIONS, INSIDE
AND OUTSIDE 90 DEGREE CORNERS, ETC. PRIOR TO METAL INSTALLATION.
ALL EQUIPMENT CURBS TO BE RAISED AS NECESSARY TO MAINTAIN 10" MINIMUM HEIGHT
ABOVE FINISHED ROOF SURFACE.
MECHANICAL, ELECTRICAL, AND PLUMBING ROOF EQUIPMENT SHOWN ON THIS PLAN IS
FOR GENERAL INFORMATION ONLY.
FLASHING AND STRIPPING MATERIALS, BASE PLY SHEETS, MEMBRANES, INSULATION, AND
ACCESSORIES SHOULD BE AS RECOMMENDED BY THE ROOFING SYSTEM MANUFACTURER
FOR INTENDED USE AND COMPATIBILITY WITH THE MEMBRANE ROOFING SYSTEM.
WHERE WOOD BLOCKING EXCEEDS 6" IN VERTICAL THICKNESS AT TAPERED INSULATION,
PROVIDE STEM WALL CONSTRUCTED OF 6" GALVANIZED COLD FORMED METAL FRAMING
AT 16" O.C. WITH CONT. TRACK AT TOP AND BOTTOM AND WITH 3/4" FR-EXT GRADE
PLYWOOD AT EACH SIDE, TOP TO SLOPE WITH TAPERED INSULATION.
PROVIDE STEP FLASHING AND COVER PLATE AT SLOPED ROOF HIGH/LOW CONDITIONS.
GUTTERS SHALL BE PREFINISHED GALVANIZED STEEL, SIZE PER DRAWINGS, UNO.
PROVIDE PREFINISHED 1/4"x1 1/2" GALVANIZED STEEL BENT PLATE BRACKETS AND
PREFINISHED 1" GALVANIZED STEEL SPACERS AT 36" O.C. MAX, STAGGER WITH EACH
OTHER AT 18" O.C.
PROVIDE PREFINISHED GUTTER EXPANSION JOINTS 50'-0" O.C. MAX.
DOWNSPOUTS SHALL BE 5"x6" PREFINISHED GALVANIZED STEEL UNO WHERE LOCATED ON
ROOF PLAN. PROVIDE PREFINISHED 2" GALVANIZED STEEL HANGERS AT 36" O.C.
COORDINATE LOCATION WITH ARCHITECT PRIOR TO INSTALLATION.
PROVIDE SPLASH BLOCKS AT ALL ROOF LEADER NOZZLES THAT SPILL ONTO GROUND.
VERIFY ELEVATION OF ROOF DRAIN RELATIVE TO OVERFLOW SCUPPER PRIOR TO
INSTALLATION OF SCUPPERS.
LOCATE SCUPPERS AS INDICATED ON ELEVATIONS, EITHER CENTERED OVER
WINDOWS/OPENINGS, OR CENTERED BETWEEN WINDOWS/OPENINGS, UNO. ADJUST
PLACEMENT TO MEET MASONRY COURSING MODULES.
RTU MEME/G
P
EJ
OD
DS
OS
RD
RW RW/EJ
ODRD
SCSC
PITCH PAN
DS/SB
SPLASHBLOCK
DOWNSPOUT/
DS/CH
COLLECTOR HEAD
DOWNSPOUT/
P/EJ
RME
CW E
EDP
HS
VA
RPH
CD
CH
ETEL / FO
G
P/EJ
EXPANSION JOINT
AT PARAPET
METAL EDGE RISE WALL RISE WALL
W/EXPANSION
JOINT
RAISED METAL
EDGEPRIMARY AND
OVERFLOW ROOF
DRAIN
EXPANSION
JOINT
METAL EDGE
W/GUTTER
THROUGH
WALL
SCUPPER
OVERFLOW
SCUPPER PARAPET
SLOPE
DIRECTIONEXPANSION JOINT
AT PARAPET
ROOF LADDER
EDGE SCUPPER
CURB
MOUNTED
EQUIPMENT
MISC. EQUIP.
ON EQUIP.
CURBS
PRIMARY
ROOF
DRAIN
OVERFLOW
ROOF DRAIN
SOIL /
PLUMBING
VENT
FLANGE
MOUNTED
EQUIPMENT
HOT
STACK
CURB
MOUNTED
VENT
ANTENNA ELECTRICAL
DISTRIBUTION
PANEL
GUY
WIRE
ROOF
PENETRATION
HOUSING
SST SPLASH
PAN /
SUPPORT
PAD
ROOF TOP
UNIT
MISC.
EQUIPMENT
ROOF
HATCH
SKYLIGHT
PROCESS
VENT
STACK
FLANGE
MOUNTED
VENT
SATELLITE
DISH
CHILLER
LINE
GAS LINE
VENT
STACK
SECURITY
CAMERA
WATER
HYDRANT
ELECTRIC
DISCONNECT
PEDESTAL
CONDENSATE
LINE
ELECTRIC
LINE
TELE /
FIBER
OPTICS
ANCHOR
STANCHION
SL DOWNSPOUT
ROOF LEGEND
NOT IN CONTRACT
ROOF LEGEND
SHINGLE
ROOF SYSTEM
ROOF LEGEND
LOW SLOPE
ROOF SYSTEM
NRD
NEW
ROOF
DRAIN
WALK PAD AT
SERVICE SIDE
OF UNIT
ROOF TOP
UNIT
1/2" TAPERED
CRICKET ON HIGH
SIDE OF RTU
RTU
ROLLER AND SUPPORT LEG SIZE IS DEPENDENT ON PIPE OR
CONDUIT SIZE. MANUFACTURER TO PROVIDE PROPER SIZING
BASED ON FIELD CONDITIONS.
THREADED RODS,
NUTS, AND WASHERS
HIGH DENSITY
POLYPROPYLENE
PLASTIC W/ UV
INHIBITORS, TYP.
5/8" NEOPRENE PAD
RD OD
OS
RD
RECESSED PRIMARY AND
OVERFLOW DRAIN SUMP
1/2" TAPERED
CRICKET
RECESSED PRIMARY DRAIN
SUMP AND OVERFLOW SCUPPER
RD OD
RECESSED PRIMARY AND
OVERFLOW DRAIN SUMP
1/2" TAPERED
CRICKET
NOTES:
1. SUPPORT LEG SIZE IS
DEPENDENT ON PIPE OR
CONDUIT SIZE.
MANUFACTURER TO PROVIDE
PROPER SIZING BASED ON
FIELD CONDITIONS.
2. SET ON SACRIFICIAL SHEET.
16" NOMINAL
MASONRY BLOCKS
HOT DIP GALVANIZED STEEL MAST
SACRIFICIAL
MEMBRANEEXTEND MEMBRANE UP AND
OVER TOP OF PARAPET
WALL ATTACH ON FRONT
EDGE OF WALL SYSTEM
PREFINISHED METAL COPING
COLOR AS SELECTED BY OWNER
EXTEND METAL UP UNDER FLASHING
ABOVE AND SEAL WATERTIGHT
HIDDEN VERTICAL CLIP ATTACHED TO
BOTH SIDES OF WALL SYSTEM. SLIDE
PREFINISHED METAL DOWN OVER CLIP
AND PROVIDE BEAD OF SEALANT CONT,
VERTICAL BETWEEN EDGE AND
SURFACE ADJACENT PLANE.
EXTEND METAL FLASHING UP UNDER
COPING AS SHOWN
PREFINISHED METAL COPING COLOR
AS SELECTED BY OWNER
INTERIOR
CLOSURE
SCUPPER
LINER
EXTERIOR
CLOSURE
3" MIN.
FLANGE
SEAL EXTERIOR
CLOSURE TO
SCUPPER LINER WITH
APPROVED SEALANT
EXTERIOR CLOSURE
FLANGE WITH FORMED
EDGES ON 3 SIDES TO
RECEIVE APPROVED
SEALANT
3" MIN.
FLANGE
4" MIN.
FLANGE
SHEET METAL LINER
WELDED OR FABRICATED
FROM MEMBRANE
COATED METAL
5/8" NEOPRENE PAD
PIPE STAND SIZED
NOTES:
1. SUPPORT LEG SIZE IS DEPENDANT
ON PIPE OR CONDUIT SIZE.
MANUFACTURER TO PROVIDE
PROPER SIZING BASED ON FIELD
CONDITIONS.
2. SET ON SACRIFICIAL SHEET.
PIPE OR CONDUIT
ILLUSTRATION
ONLY
STRUT CLAMP
5/8" NEOPRENE PAD
" M
AX
4.
" M
IN
END
VIEW
WALK PADS
SAFETY
RAILING
ROOF HATCH
1/2" TAPERED
CRICKET ON HIGH
SIDE OF ROOF
HATCH
WALK PAD
ROOF LADDERS
WALK PADS
PARAPET
STAINLESS
STEEL FALL
PROTECTION
SCREEN
FALL
PROTECTION
SCREEN
OSHA APPROVED
LENS ARE
ACCEPTABLE
FIBERGLASS REINFORCED
POLYMER (FRP),
YELLOW, UV RESISTANT &
FIRE RETARDANT (∅1.91)
ALUMINUM POST HINGE
STAINLESS STEEL
TORSION ROD
SELF CLOSING (FRP)
GATE (∅1.91)ALUMINUM GATE HINGE
STEEL CORNER
BRACKETS (HOT
DIP GALVANIZED)
ALUMINUM
POST
SUPPORTS
42" ABOVE THE
ROOF SURFACE
OR DECK
SKYLIGHT WITH
FALL PROTECTION11
ROOF TO ROOF LADDER
WITH WALK PADS2ROOF TOP UNIT -
WALK PAD LAYOUT3ROOF HATCH
WALK PAD LAYOUT4ROOF HATCH
SAFETY RAILING5
ROLLER PIPE SUPPORT8LARGE PIPE -
PIPE STAND9 TAPERED CRICKETTAPERED SADDLES
ANTENNA SUPPORTCOPING END CAP
SCUPPER SHEET METAL10
14 13
7 6
NOT TO SCALE
ROOF PLAQUE1
NOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALE
NOT TO SCALE
NOT TO SCALE NOT TO SCALENOT TO SCALE
NOT TO SCALENOT TO SCALE
NOT TO SCALE
NOT TO SCALE
TYP SELF-ADH FLASHING
(AT WALL OPENINGS)12
NOT TO SCALE
DO NOT MAKE REPAIRS OR ALTERATIONS
TO THIS ROOF WITHOUT APPROVAL FROM THE
DIRECTOR OF OPERARIONS AND MAINTENANACE OFFICE
PROJECT NAME
PROJECT ADDRESS
THIS ROOF IS GUARANTEED FROM XX/XX/XX UNTIL XX/XX/XX
SCHOOL DISTRICT NAME,
DAY PHONE NUMBER
EMERGENCY PHONE NUMBER
ENVELOPE CONSULTANT NAME, PHONE NUMBER
ROOFING MANUFATURER NAME, PHONE NUMBER
GENERAL CONTRACTOR NME, PHONE NUMBER
ROOFING CONTRACTOR NAME, PHONE NUMBER
M U
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B J
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M
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REFER TO SHEET GS2.01B FOR WIND UPLIFT
PRESSURE CHART AND WIND UPLIFT KEY
1'
1' 1'
1' 1'
1 1
2 2
3 3
3 3
3 3 3
3 3
JOB:
DATE:
DRAWN BY:
TEXAS REGISTERED
ENGINEERING FIRM F-6498
2505 79TH ST., SUITE A
LUBBOCK, TEXAS 79423
(972) 874-1388
IN
D U
ST
R
IE
S, IN
C
ARMKO
CONTRACTOR SHALL VERIFY ALL
SUBSTRATES, DIMENSIONS,
CURBS, PENETRATIONS, ECT.
THOSE SHOWN ARE TYPICAL BUT
MAY NOT BE ALL INCLUSIVE
Copyright 2025 by Armko Industries
ISSUES
CHECKED BY:
THIS DOCUMENT WAS
PRODUCED BY OR UNDER
THE DIRECT SUPERVISION
OF REGISTERED ENGINEER
REVISIONS
ISSUE DATE:
Issue For Construction 10/07/2025
WIND UPLIFT
PRESSURE PLAN -
PANHANDLE PLAINS
HISTORICAL
MUSEUM
25-1183-49 10/07/2025
AA/JK
GS2.01A
PR
O
JE
C
T
FO
R
W
ES
T
TE
XA
S
A& M
U N
IV
ER
SI
TY
R O
O F
R
EP
LA
C
EM
EN
T
PR
O
JE
C T
CB
01/20/2026
PA
N
H
AN
D
LE
P
LA
IN
S
H
IS
TO
R
IC
AL
M U
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U
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TH
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1/16" = 1'-0"
1 WIND UPLIFT PLAN - OVERALL - MUSEAM
0.
6h
0.
6h
0.6h 0.6h
0.6h
0.
6h
0.2h
0.
2h
ZONE 1'
ZONE 1
ZONE 2
ZONE 3 ZONE 3
ZONE 3 ZONE 3
1/32" = 1'-0"
1 UPLIFT KEY PLAN - LOW SLOPE
JOB:
DATE:
DRAWN BY:
TEXAS REGISTERED
ENGINEERING FIRM F-6498
2505 79TH ST., SUITE A
LUBBOCK, TEXAS 79423
(972) 874-1388
IN
D U
ST
R
IE
S, IN
C
ARMKO
CONTRACTOR SHALL VERIFY ALL
SUBSTRATES, DIMENSIONS,
CURBS, PENETRATIONS, ECT.
THOSE SHOWN ARE TYPICAL BUT
MAY NOT BE ALL INCLUSIVE
Copyright 2025 by Armko Industries
ISSUES
CHECKED BY:
THIS DOCUMENT WAS
PRODUCED BY OR UNDER
THE DIRECT SUPERVISION
OF REGISTERED ENGINEER
REVISIONS
ISSUE DATE:
Issue For Construction 10/07/2025
WIND UPLIFT
PRESSURE PLAN -
PANHANDLE PLAINS
HISTORICAL
MUSEUM
25-1183-49 10/07/2025
AA/JK
GS2.01B
PR
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A& M
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R O
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LA
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PR
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C T
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01/20/2026
PA
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A
B
C
E D
F
G
J
H
K
L
M
SL
O
PE
SL
O
PE
RD RD
RM
E
RM
E
RME
B1 B2
RW
RME
R M
E
R M
E
HATCHRW
R
WR
W
RW
R
WR
W
M E
M E
ME
LADDER
RDRD
RD RD
RME
EJ
RME
R M
E
RME
EJ
P
RW
PR
W
R W
P
R W
/E J
P
SC/CH
SC/CH
SC
/C
H /S
B
SC/CH
RD
SLSL SL SL
SL
SL
SL
R
TU
RW
P
P
PP P
PP
LADDER
LADDER
P
P
P P
P
R W
SL SL
SL
O
PE
SL
O
PE
SL
O
PE
P
P
P
P
P
PP
P
SL
O
PE
LADDER
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
P
P
P
P
P
P
P
P
P
P
P
SL
O
PE
SL
O
PE
SL
O
PE
RW/EJ
R W
/E J
RW P
P
P
LA
D
D
ER
P
RD
R D
R D
R D
R D
R D
R D
R D
R D
R D
R D
RD RD RDRD RD
RD
RDRD
RD RD
RD
RTU RTU
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
HATCH
R W
/E J
P
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
TRANSITION
R
TU
R
TU
SC
/C
H
SC
/C
H
SC
/C H
/S B
SC
/C
H /S
B
SL
O
PE
P
P
P
P
P/EJ/RW
P/
EJ
/R W
P P
R W
RME
R W
/E J
RW
R W
RW
LADDER
RW/EJ
RW
R W
R W
/E J
P
P
P
P
SL
O
PE
R W
/E J
RD RD RD
RD RD
RD RD RD
SL
O
PE
SL
O
PE
SL
O
PE
SL
O
PE
SC
/C
H
SC/SB
5 5 5 5
5 5 5 5
5 5
5 5
5 5 5
5 5
7 8 TYP
8 7
TYP
8 7
TYP
TYP
7 8
TYP
TYP
TYP
TYP
7 8
TYP
8 7TYP
TYP
TYP
TYP
TYP
TYP
12 12 12 12
RTU
NRD
NRD NRD
NRD
16NRD
NRDNRD
NRD
ME
SLOPE
SLOPE
SLOPE
SLOPE
16 16 16
7 8
TYP
15 15
JOB:
DATE:
DRAWN BY:
TEXAS REGISTERED
ENGINEERING FIRM F-6498
2505 79TH ST., SUITE A
LUBBOCK, TEXAS 79423
(972) 874-1388
IN
D U
ST
R
IE
S, IN
C
ARMKO
CONTRACTOR SHALL VERIFY ALL
SUBSTRATES, DIMENSIONS,
CURBS, PENETRATIONS, ECT.
THOSE SHOWN ARE TYPICAL BUT
MAY NOT BE ALL INCLUSIVE
Copyright 2025 by Armko Industries
ISSUES
CHECKED BY:
THIS DOCUMENT WAS
PRODUCED BY OR UNDER
THE DIRECT SUPERVISION
OF REGISTERED ENGINEER
REVISIONS
ISSUE DATE:
Issue For Construction 10/07/2025
OVERALL ROOF
PLAN - PANHANDLE
PLAINS HISTORICAL
MUSEUM
25-1183-49 10/07/2025
AA/JK
R1.07
PR
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A& M
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R O
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01/20/2026
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
SPECIFIC ROOF NOTES:
RAISE ROOF HATCH AS REQUIRED TO MAINTAIN 8" HEIGHT ABOVE ROOF
SURFACE.
ADD WOODEN NAILERS TO TOP OF PARAPET AS REQUIRED TO PROVIDE A
NAILABLE SURFACE FOR THE NEW METAL COPING AND WIND CLEAT.
ALL INTERIOR PARAPET WALLS TO HAVE NEW 3/4 “ INCH PLYWOOD INSTALLED
AND PROPERLY FASTENED TO THE VERTICAL SURFACE IN ORDER TO
RECEIVE THE NEW FLASHING MEMBRANE AS DETAILED.
24 GAUGE PREFINISHED METAL COPING SHALL BE INSTALLED UTILIZING A
LOW-PROFILE STANDING SEAM AS DETAILED
INSTALL ONE-HALF INCH PER FOOT CRICKETS TO PROVIDE POSITIVE SLOPE
TO THE EXISTING DRAINS.
PROVIDE AN ADDITIONAL PLY OF THE FINISH PLY MEMBRANE UNDER ALL NEW
PIPE SUPPORT STANDS. ALL GAS LINES TO BE PAINTED YELLOW.
ALL NEW AND EXISTING DRAIN ACCESSORIES TO BE PAINTED RED.
VERIFY IN WRITING TO PROJECT MANAGER THAT ALL DRAINS AND LINES ARE
FREE FLOWING AND WATERTIGHT PRIOR TO SUBSTANTIAL COMPLETION.
INSTALL NEW COPPER CONDUCTOR HEADS AND DOWNSPOUTS.
INSTALL NEW TAPERED INSULATION SYSTEM IN ORDER TO PROVIDE POSITIVE
SLOPE TO THE DRAINAGE.
PROVIDE DECK INFILL AT EXISTING ABANDONED CURB. PROVIDE ADDITIONAL
FRAMING AS REQUIRED TO SUPPORT NEW METAL DECK. DECK TYPE TO
MATCH EXISTING STYLE, SIZE AND PROFILE.
REMOVE AND REPLACE ANY BROKEN SKYLIGHT PANELS.
ENSURE ALL BASE FLASHING AND THRU WALL FLASHING MEET THE MINIMUM
8” INCH REQUIREMENTS.
RAISE EQUIPMENT CURBS AS NEEDED TO MAINTAIN 12" MINIMUM FLASHING
HEIGHT.
REMOVE AND REPLACE ALL EXISTING ROOF DRAIN BOWLS AND DOMES.
PROVIDE 1/8" PER FOOT CRICKET.
CUT BOTTOM OF LADDER AS NECESSARY.
INSTALL NEW CAST IRON ROOF DRAINS AND PIPING AS NOTED ON THE ROOF
PLAN.
CAP CHIMNEY WITH 2X NAILERS AND 3/4" PLYWOOD COVERED, WITH HIGH
TEMP PEEL AND STICK MEMBRANE AND 24 GAUGE PREFINISHED CAP.
ALL WALL JOINT ABOVE FINISHED ROOF LINE TO BE GRINDED OUT. INSTALL
NEW BACKER RD AND RE-SEAL.
PROVIDE PARAPET TO RISEWALL EXPANSION JOINT AS DETAILED.
PROVIDE ROOF TO ROOF EXPANSION JOINT AS DETAILED.
PRVIDE ROOF TO RISEWALL EXPANSION JOINT AS DETAILED.
TRUE
NORTH
NOT TO SCALE1 OVERALL ROOF PLAN - PANHANDLE PLAINS HISTORICAL MUSEUM
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SCOPE OF WORK PACKAGE III:
BASE PROPOSAL 8 – WTAMU PANHANDLE PLAINS HISTORICAL MUSEUM – ROOF
COATING – ROOF SECTIONS (A, B, B1, B2, C, G, H, J, K, L & M)
WORK SHALL INCLUDE POWER WASHING THE EXISTING MODIFIED BITUMEN
ROOF SYSTEM .
MAKE ALL NECESSARY REPAIRS TO ANY AND ALL DEFICIENCIES BEFORE
INSTALLING THE BASE LAYER OF COATING
INSTALL NEW COATING AS PER THE MANUFACTURER ’S WRITTEN INSTRUCTIONS
AND SPECIFIED RATES.
PROVIDE A TWO (2) YEAR CONTRACTOR'S WARRANTY.
NEW METAL COPING CAP AND ACCESSORIES SHALL BE PREFINISHED,
SELECTED BY THE OWNER FROM A FULL RANGE OF COLORS INCLUDING
PREMIUM AND METALLICS.
WORK SHALL ALSO INCLUDE ALL HVAC AND ELECTRICAL, PIPING DIS-CONNECT
AND RE-CONNECTION.
INSTALLATION SHALL BE AS PER NRCA, SMACNA, ANSI/SPRI, SPECIFICATIONS,
DETAILS AND MANUFACTURER'S GUIDELINES. ALL GAS LINES TO BE TESTED AND
CERTIFIED BY A LICENSED PLUMBER.
BASE PROPOSAL 9 – WTAMU PANHANDLE PLAINS HISTORICAL MUSEUM – MODIFIED
BITUMEN – ROOF SECTIONS (D, E, & F)
WORK SHALL INCLUDE REMOVAL OF THE EXISTING ROOF SYSTEM DOWN TO
THE LIGHTWEIGHT CONCRETE DECK.
MECHANICALLY FASTEN A VENTING BASE SHEET TO THE DECK AS PER ASCE 7
CRITERIA.
PROVIDE A THREE-QUARTER INCH (3/4”) PERLITE INSULATION BOARD SET IN
SPECIFIED ADHESIVE.
INSTALL ALL ASSOCIATED CRICKETS SET IN SPECIFIED ADHESIVE AS NOTED ON
ROOF PLANS.
PROVIDE A ONE-HALF INCH (1/2”) COVER BOARD SET IN SPECIFIED ADHESIVE.
PROVIDE A NEW TWO-PLY MODIFIED BITUMEN ROOF SYSTEM SET IN COLD
APPLIED ADHESIVE. ALL END AND SIDE LAPS TO BE HOT AIR WELDED.
PROVIDE A TWENTY (20) YEAR NDL MANUFACTURER ’S WARRANTY AND A TWO
(2) YEAR CONTRACTOR’S WARRANTY.
NEW METAL SHALL BE PREFINISHED, SELECTED BY THE OWNER FROM A FULL
RANGE OF COLORS.
WORK SHALL ALSO INCLUDE ALL HVAC AND ELECTRICAL, PIPING DISCONNECT
AND RECONNECTION.
INSTALLATION SHALL BE AS PER NRCA, SMACNA, ANSI/SPRI, SPECIFICATIONS,
DETAILS AND MANUFACTURER’S GUIDELINES.
ALL GAS LINES TO BE TESTED AND CERTIFIED BY A MASTER PLUMBER.
BE
LO
W B
LO
C
KI
N
G
10' MAXIMUM
LENGTH OF EACH PIECE
OF PARAPET CAP
1" M
IN
MIN.3/4" LAP
THERMAL INSULATION
COVERBOARD
PLY SHEET
EXTEND PLY SHEET
FLASHING AND FIELD SHEET
ABOVE HEAD OF CANT
HIGH-DOME, CAPPED,
GASKETED FASTENERS
(APPROX. 12" O.C.)
PREFINISHED METAL
PARAPET CAP
CANT STRIP
3/4" EXT. GRADE PLYWOOD
TOP AND BOTTOM OF
NAILERS
CONT. CLEAT
CONT. 2X6 WOOD
SHIM FORM TOP FOR
SLOPE
CONT. 1X4 WOOD
SHIM FORM TOP FOR
SLOPE
3/4" EXTERIOR GRADE
F.R. PLYWOOD
1- 1/
2" M
IN
8"
STANDING SEAM METAL CAP
WITH CONTINUOUS CLEAT ON
THE OUTSIDE CRIMP ENDS
OVER AT 45 DEGREE ANGLE
5' -0
" M
AX
IM
U
M
FLASHING - SET VERTICALLY
PLY SHEET FLASHING
HIGH TEMPERATURE
UNDERLAYMENT UNDER
COPING CAP
FASTENERS
EXTEND PLY SHEET UP AND
OVER PARAPET
ROOF DECK
BASE SHEET IF REQUIRED
PRIME WALL WHEN APPLICABLE
FIELD SHEETPLY SHEET
BE
LO
W B
LO
C
KI
N
G 1-
1/ 2"
M
IN
10' MAXIMUM
LENGTH EACH PIECE
OF PARAPET CAP
1" M
IN
3/4" LAP
FLASHING
FIELD SHEET
HIGH-DOMED, CAPPED, GASKETED
FASTENERS (APPROX. 12" O.C.)
EXTEND PLY SHEET DOWN OVER
WOOD BLOCKING
PREFINISHED METAL PARAPET CAP
STANDING SEAM METAL CAP WITH
CONTINUOUS CLEAT ON THE OUTSIDE
CRIMP JOINT ENDS AT 45 DEGREES
3/4" EXT. GRADE PLYWOOD TOP
AND BOTTOM OF NAILERS
CANT STRIP
3/4" EXTERIOR F.R.
GRADE PLYWOOD
CONT. 2X6 WOOD SHIM
FORM TOP FOR SLOPE
CONT. 1X4 WOOD SHIM
FORM TOP FOR SLOPE
CONTINUOUS CLIP
4"
4"
PLY SHEET FLASHING
EXTEND PLY SHEET
FLASHING AND FIELD SHEET
ABOVE HEAD OF CANT
EXTEND PLY SHEET UP AND
OVER PARAPET
PRIME WALL WHEN APPLICABLE
BASE SHEET AS REQUIRED
HIGH TEMP ICE AND WATER
SHIELD MEMBRANE OVER
TOP OF PARAPET
ROOF DECK
THERMAL
INSULATION
COVERBOARD
10' MAXIMUM
LENGTH OF EACH PIECE
OF PERIMETER FLASHING
BE
LO
W B
LO
C
KI
N
G 1-
1/ 2"
M
IN
APPROX. 4"
6" M
IN.
GAP
APPROX. 1/2"
1/
2"
FIELD SHEET
EXTEND FLASHING APPROX. 4"
BEYOND TOE OF CANT
EXTEND PLY SHEET FLASHING
BELOW BLOCKING
SHEET METAL FASCIA CAP
HIGH-DOMED, CAPPED
GASKETED FASTENERS
(APPROX. 18" O.C., DEPENDING
UPON WIND ZONE AND LOCAL
CONDITIONS)
SHEET METAL JOINT COVER
PLATE SET IN TWO BEADS OF
SEALANT
FLASHING
COVERBOARD
THERMAL INSULATION
BASE SHEET IF REQUIRED
ROOF DECKNEW / EXISTING WOOD
NAILERS
WOOD CANT
FASTEN TO
BLOCKING
FASTEN BASE
FLASHING ON FACE
OF STRUCTURAL
CANT TO MINIMIZE
PENETRATION OF
FLASHING -
APPROX. 8" O.C.
CONTINUOUS CLEAT
ATTACHED 8" O.C.
PLY SHEET
PLY SHEET FLASHING
BE
LO
W B
LO
C
KI
N
G 1-
1/ 2"
M
IN
3" MIN.
3" MIN.
4" WIDE
FLANGE APPROX.10' MAXIMUM
OF PERIMETER FLASHING
LENGTH OF EACH PIECE
APPROX. 1/2"
GAP
FLASHING
PLY SHEET FLASHING
FIELD SHEET
PREFINISHED METAL JOINT
COVER PLATE 6" WIDE MIN. -
SET IN TWO BEAD OF SEALANT
PREFINISHED METAL
"GRAVEL STOP" SET IN
ROOF CEMENT; PRIME
FLANGE BEFORE
STRIPPING
PLY SHEET
COVERBOARD
THERMAL INSUL.
ROOF DECK
EXISTING /
NEW WOOD
NAILERS
EXTEND BASE FLASHING
MEMBRANE BELOW
BLOCKING
CONTINUOUS CLEAT
FASTENERS AT
APPROX. 3"
O.C.
STAGGERED
BASE SHEET IF REQUIRED
THERMAL INSULATION
SEALANT AT WALLS JOINTS MUST BE
COMPATIBLE WITH COUNTERFLASHING
SEALANT
INSTALL POLYURETHANE SEALANT
AND
TOOL TO FACILITATE WATER RUN-OFF
EXPANDING SHANK FASTENERS
(APPROX. 12" O.C., DEPENDING UPON
WIND ZONE AND LOCAL CONDITIONS)
3" LAP AT JOINTS
SHEET METAL COUNTERFLASHING
COMPRESSIBLE ELASTOMERIC TAPE
TO SPAN IRREGULARITIES
FASTENER FASTENED APPROX. 8" O.C.
PRIME WALL WHERE APPLICABLE
EXTEND FIELD PLIES ABOVE
HEAD OF CANT
FLASHING
FIELD SHEET
PLY SHEET FLASHING
PLY SHEET
COVERBOARD
ROOF DECK
SEAL TOP OF FLASHING WITH A
3-COURSE OF VERTICAL GRADE
PROOF CEMENT AND
REINFORCEMENT FABRIC
BASE SHEET IF REQUIRED
CANT STRIP
SHEET METAL COUNTERFLASHING
BE
LO
W B
LO
C
KI
N
G 1"
M
IN
10' MAXIMUM
LENGTH EACH PIECE
OF PARAPET CAP
1" M
IN
MIN.
3/4" LAP
FLASHING
ROOF DECK
BASE SHEET AS
REQUIRED
THERMAL INSULATION
COVERBOARD
PLY SHEET
EXTEND FIELD PLIES
ABOVE HEAD OF CANT
3/4" EXT. GRADE
PLYWOOD TOP AND
BOTTOM OF NAILERS
DOUBLE SIDED TAPE
BETWEEN LAP &
COPING LEG.
2 RIVETS PER VERT.
OVERLAP
HIGH-DOMED, CAPPED,
GASKETED FASTENERS
(APPROX. 18" / 12" O.C.)
EXTEND BASE FLASHING
DOWN OVER WOOD
BLOCKING
PREFINISHED METAL
PARAPET CAP
STANDING SEAM METAL
CAP WITH CONTINUOUS
CLEAT ON THE OUTSIDE.
CANT STRIP
3/4" EXTERIOR F.R.
GRADE PLYWOOD
CONT. 2X6 WOOD SHIM
FORM TOP FOR SLOPE
CONT. 1X4 WOOD SHIM
FORM TOP FOR SLOPE
CONTINUOUS CLIP
PLY SHEET FLASHING
FIELD SHEET
8" N
O M
IN
AL
FL
AS
H
IN
G H
EI
G
H T
FIELD SHEET
FLASHING
COVERBOARD
THERMAL INSUL.
EXTEND FIELD PLY ABOVE
HEAD OF CANT STRIP
FASTENERS
HIGH-DOMED, CAPPED,
GASKETED FASTENERS
(APPROX. 12" O.C.)
FLEXIBLE WATERPROOF
MEMBRANE CLOSURE
BEVEL TOP OF BOTH
WOOD CURBS TO DRAIN
TO ONE SIDE
SHEET METAL EXPANSION
JOINT COVER
WOOD CANT
WOOD NAILERS
EXTEND BASE FLASHING
UP AND OVER WOOD
BLOCKING
COMPRESSIBLE INSUL.
EQUAL
TO EJ
2"
FLEXIBLE VAPOR RETARDER
TO SERVE AS INSUL.
RETAINER (ATTACHED TO
TOP OF CURB)
PLY SHEET
PLY SHEET FLASHING
STANDING SEAM METAL CAP
WITH CONTINUOUS CLEAT ON
THE OUTSIDE CRIMP ENDS
OVER AT A 45 DEGREE ANGLE
ROOF DECK
BASE SHEET AS REQUIRED
BE
LO
W B
LO
C
KI
N
G
10' MAXIMUM
LENGTH OF EACH PIECE
OF PARAPET CAP
FIELD SHEET
FLASHING
1" M
IN
MIN.3/4" LAP
FLASHING MEMBRANE HEAT
WELD TO CLAD METAL
RECEIVER
ROOF DECK
THERMAL INSULATION
COVERBOARD
PLY SHEET
EXTEND FIELD PLY ABOVE
HEAD OF CANT
PRIME WALL WHEN
APPLICABLE
EXTEND BASE FLASHING UP
& OVER WOOD BLOCKING
HIGH-DOME, CAPPED,
GASKETED FASTENERS
(APPROX. 12" O.C.)
SHEET METAL PARAPET
COPING
STANDING SEAM METAL CAP
WITH CONTINUOUS CLEAT
ON THE OUTSIDE CRIMPED
AT 45 DEGREES
CANT STRIP
3/4" EXT. GRADE PLYWOOD
TOP AND BOTTOM OF
NAILERS
BASE SHEET AS REQUIRED
CONT. CLEAT
CONT. 2X6 WOOD
SHIM FORM TOP FOR
SLOPE
CONT. 1X4 WOOD
SHIM FORM TOP FOR
SLOPE
3/4" EXTERIOR GRADE
F.R. PLYWOOD
1- 1/
2" M
IN
PLY SHEET FLASHING
M
IN
IM
U
M
'-0
18" MAX.
8"
CLAD METAL RECIVER
TERM BAR
FLASHING
CONT. CLEAT
REMOVABLE SHEET METAL
COUNTERFLASHING
REGLET RECIVER
FASTENERS APPROX. 24"
O.C.
CANT
EXISTING WALL
EXTENDED FIELD PLIES ABOVE
HEAD OF CANT STRIP
FIELD SHEET
ROOF DECK
THERMAL INSUL.
COVERBOARD
8"
BASE SHEET AS REQUIRED
SEALANT
FASTENED APPROX. 8"
O.C. 3 COURSE AND
MASTIC
PLY SHEET FLASHING
PLY SHEET
FLASHING
ROOF DECK
THERMAL INSULATION
COVERBOARD
PLY SHEET
EXTEND FIELD PLIES ABOVE
HEAD OF CANT
REMOVABLE
SHEET METAL
COUNTER
FLASHING
3" LAP AT JOINTS
EXISTING METAL
REGLET TO REMAIN
FASTENERS
APPROX. 24"
O.C.
CONT. CLEAT
PRIME WALL
EXISTING METAL
PANEL TO REMAIN
" M
IN
PREFINISHED METAL
RECEIVER TRIM
FASTENERS AT 12"
O.C. IN SEALANT
CANT STRIP
FIELD SHEET
BASE SHEET AS REQUIRED
PLY SHEET FLASHING
FASTENED APPROX. 8" O.C. 3
COURSE AND MASTIC
3/4" EXT. F.R.
PLYWOOD
STRUCTURE
PREFINISHED METAL
RECEIVER TRIM
FLASHING
CONT. CLEAT
REMOVABLE SHEET METAL
COUNTERFLASHING
PREFINISHED SHEET METAL
EXPANSION JOINT COVER
FASTENED 8" O.C. SEALED WITH 3
COURSE AND MASTIC
WOOD CANT TO BRACE CURB
FLEXIBLE VAPOR RETARDER
WITH COMPRESSIBLE INSUL.
EXTENDED FIELD PLIES ABOVE
HEAD OF CANT STRIP
PLY SHEETROOF DECK
THERMAL INSULATION
COVERBOARD
FIELD SHEETBASE SHEET IF REQUIRED
PLY SHEET FLASHING
" M
AX
EXISTING TO REMAIN
REMOVABLE SHEET METAL
COUNTERFLASHING
EXTEND BASE
FLASHING UP AND OVER
PARAPET
CONT 2X6 WOOD SHIM FORM TOP
FOR SLOPE
CONT 1X4 WOOD SHIM FORM TOP
FOR SLOPE
3/4" EXTERIOR GRADE F.R. PLYWOOD
TOP AND BOTTOM OF NAILERS
FLASHING MEMBRANE
FLEXIBLE VAPOR RETARDER
WITH COMPRESSIBLE
INSULATION
SELF-ADHERED MEMBRANE
SHEET CLOSURE SECURED TO
WALL WITH TERM BAR & 3
COURSE MASTIC ENSURING
PROPER OVERLAP
FASTENERS APPROX.
24" O.C.
SHEET METAL
RECEIVER
SLOPE
3" LAP AT JOINTS TYP.
PREFINISHED SHEET
METAL RECEIVER
EXTEND FLASHING UP
AND OVER PARAPET
CONTINUOUS CLEAT
ROOF DECK
THERMAL INSULATION
COVERBOARD
PLY SHEET
EXTEND FIELD PLIES
ABOVE HEAD OF CANT
PRIME WALL WHEN
APPLICABLE
CANT STRIP
3/4" EXTERIOR F.R.GRADE PLYWOOD
PLY SHEET FLASHING
FIELD SHEETBASE SHEET AS REQUIRED
CONTINUOUS BEAD OF SEALANT
JOB:
DATE:
DRAWN BY:
TEXAS REGISTERED
ENGINEERING FIRM F-6498
2505 79TH ST., SUITE A
LUBBOCK, TEXAS 79423
(972) 874-1388
IN
D U
ST
R
IE
S, IN
C
ARMKO
CONTRACTOR SHALL VERIFY ALL
SUBSTRATES, DIMENSIONS,
CURBS, PENETRATIONS, ECT.
THOSE SHOWN ARE TYPICAL BUT
MAY NOT BE ALL INCLUSIVE
Copyright 2025 by Armko Industries
ISSUES
CHECKED BY:
THIS DOCUMENT WAS
PRODUCED BY OR UNDER
THE DIRECT SUPERVISION
OF REGISTERED ENGINEER
REVISIONS
ISSUE DATE:
Issue For Construction 10/07/2025
ROOF DETAILS
25-1183-49 10/07/2025
AA/JK
R2.01
PR
O
JE
C
T
FO
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W
ES
T
TE
XA
S
A& M
U N
IV
ER
SI
TY
R O
O F
R
EP
LA
C
EM
EN
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PR
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JE
C T
CB
01/20/2026
NOT TO SCALE1 MEDIUM PARAPET
NOT TO SCALE2 LOW PARAPET
NOT TO SCALE4 RAISED METAL EDGE
NOT TO SCALE5 METAL EDGE
NOT TO SCALE9 RISEWALL - CMU TILT WALL
NOT TO SCALE6 RAISED METAL EDGE WITH COPING
NOT TO SCALE11 FIELD EXPANSION JOINT
M U
LT
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D
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G S
C
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NOT TO SCALE3 TALL SLANTED PARAPET
NOT TO SCALE10 RISEWALL - BRICK
NOT TO SCALE8 RISEWALL - METAL PANEL
NOT TO SCALE7 RISEWALL - EIFS
NOT TO SCALE12 PARAPET EXPANSION JOINT TO BRICK RISEWALL
8" N
O M
IN
AL
FL
AS
H
IN
G H
EI
G
H T
FIELD SHEET
FLASHING
COVERBOARD
THERMAL INSUL.ROOF DECK
EXTEND FIELD PLY ABOVE
HEAD OF CANT STRIP
FASTENERS APPROX. 8" O.C.
HIGH-DOMED, CAPPED, GASKETED
FASTENERS (APPROX. 18" O.C.
DEPENDING UPON WIND ZONE AND
LOCAL CONDITIONS)
BEVEL TOP OF BOTH WOOD
CURBS TO DRAIN TO ONE SIDE
WOOD CANT TO BRACE CURB
WOOD NAILERS
EXTEND BASE FLASHING
UP AND OVER WOOD
BLOCKING
COMPRESSIBLE
INSUL.
EQUAL
TO EJ
2"
FLEXIBLE VAPOR RETARDER
TO SERVE AS INSUL.
RETAINER (ATTACHED TO
TOP OF CURB)
PLY SHEET
PLY SHEET FLASHING
BASE SHEET IF REQUIRED
FLASHING MEMBRANE
COVER PLATE
A - SECTION CONT. VERT. CLEAT
METAL COVER
PROVIDE FOR EXPANSION
ON ONE SIDE
A
A
STANDING SEAM JOINT
SHEET METAL EXPANSION
JOINT COVER
FLEXIBLE WATERPROOF
MEMBRANE CLOSURE
RAISE CONT. THROUGH WALL
FLASHING TO STEP UP BEHIND
CONTROL JOINT COVER PLATE
PLACE THERMOPLASTIC BOOT FROM
THROUGH WALL FLASHING UP AND OVER
PARAPET. PROVIDE BELLOWS OVER
EXPANSION JOINT.
CONT. CLEAT VERT.
EACH SIDE OF JOINT
8" N
O M
IN
AL
FL
AS
H
IN
G H
EI
G
H T
EXTEND BASE FLASHING UP AND OVER WOOD BLOCKING
FLEXIBLE VAPOR TO RETARDER TO SERVE AS INSUL. RETAINER
(ATTACHED TO TOP OF CURB)
COMPRESSIBLE INSUL.
ROOF DECK
BASE SHEET IF REQUIRED
THERMAL INSUL.
COVERBOARD
WOOD CANT TO
BRACE CURB
NAILERS
PLY SHEET
FIELD SHEET
FASTENERS AT 8" O.C. SEAL
TOP OF FLASHING WITH A
3-COURSE OF VERTICAL
GRADE PROOF CEMENT AND
REINFORCEMENT FABRIC
PLY SHEET
FLASHING
FLASHING
SLOPE
END CLOSURE
CONTINUOUS VERTICAL
CLIP WITH SLIP-ON
VERTICAL FLASHING
EXTEND FLEXIBLE MEMBRANE
OVER TO VERTICAL EXPANSION
JOINT AND INSTALL
PERFORMED END DAM AT
INTERSECTION
A
A - SECTION
DSA TAPE
VERTICAL
TERM BAR
SEALANT
HEMMED EDGE
S. S. METAL FLASHING
SLOPE
A
SHEET METAL
GUTTER
GUTTER BRACKET
SUPPORT AT 12" TO
36" O.C., FLEXIBLE
MEMBRANE
CLOSURE; EXTEND
INTO GUTTER
GUTTER SPACER
ALTERNATELY
SPACED FROM
BRACKETS
FASTENERS AT
APPROX. 3" O.C.
STAGGERED
FLASHING
PLY SHEET
COVERBOARD
THERMAL INSUL.
ROOF DECK
WOOD NAILERS
2 PIECE CONTINUOUS SHEET METAL
CLOSURE FASTENED APPROX. 18" O.C.
EXTEND ONE PLY OR A
SEPARATE MEMBRANE SHEET
TO OVERLAY METAL CLOSURE
FIELD SHEET
PLY SHEET
FLASHING
SHEET METAL EDGE
FLASHING; PRIME
FLANGE BEFORE
STRIPPING
BASE SHEET
AS REQUIRED
SET SCUPPER IN
FULL BED OF MASTIC
24 GAUGE CLAD METAL
SCUPPER - SHOP
FABRICATED - SOLDER ALL
JOINTS CONT. TO ENSURE
WATER TIGHTNESS
HEM EDGE OF
FLANGE 3/4" MIN.
ON ALL SIDES
6" MIN.
1- 1/
2" 8"
MEMBRANE FLASHING
FIELD SOLDER AROUND
ENTIRE FACE CONNECTION
OF SCUPPER BOTH SIDES
EXTEND BASE FLASHING INTO
SCUPPER AT MIN. OF 3" ON
BOTTOM AND HEAT WELD ALL
SIDES.
FIBER CANT STRIP AS SPEC.
CONT. ALONG WALL WHERE
SCUPPER OCCURS
CUT EXCESS C/F FROM
PERIMETER OF SCUPPER
WALL STRUCTURE
TO REMAIN
REFER TO PARAPET
DETAIL FOR FURTHER
COPING AND FLASHING
INFORMATION
PRIME WALL WHEN
APPLICABLE
EXTEND FLASHING
UP AND OVER
WOOD BLOCKING
REFER TO SPECIFICATIONS
FOR PARAPET WALL
APPLICATION PROCEDURES
STRIP IN PLY HOT AIR WELD
TO THERMOPLASTIC EIP
SHEET AROUND PENETRATION
STANDING SEAM METAL CAP
SCUPPER - TYP. EXT. ELEVATION
NOT TO SCALE
1 1/2"12"
1/
2" 8"
1/
2"
1 1/2"
2"
WALL SURFACE
SET SCUPPER FACE
W/ RUBBER BACKER &
CAULK ON ALL SIDES
EXPANSION BOLT
ROOF LINE BEYOND
PREFINISHED 24 GAUGE
SCUPPER FASTEN TO
FACE OF WALL WITH E.B.
HEM THE FLANGE EDGE
3/4" ON ALL SIDES
SOLDER FLANGE TO TOP
WOOD NAILERS
ROOF DECK
MEMBRANE INSTALLED OVER
SCUPPER FLANGE AND HEAT
WELDED TO SCUPPER AND
FIELD MEMBRANE
THERMAL INSULATION
COVERBOARD
FLOW LINE MINIMUM 2",
MAX 4" ABOVE FINISHED
ROOF SURFACE.
BASE SHEET IF REQUIRED
6" MIN.
1- 1/
2" 5"
1 1/2"12"
1 1 /2"
8" 1 1
/2"
1 1/2"
2"
HEM THE FLANGE EDGE
3/4" ON ALL SIDES
SOLDER FLANGE TO TOP
SET SCUPPER IN FULL
BED OF MASTIC
24 GAUGE PREFINISHED
SCUPPER - SHOP
FABRICATED - SOLDER
ALL JOINTS CONT. TO
ENSURE WATER
TIGHTNESS
HEM EDGE OF FLANGE
3/4" MIN. ON ALL SIDES
FIELD SOLDER AROUND
ENTIRE FACE
CONNECTION OF
SCUPPER BOTH SIDES
EXTEND BASE FLASHING
INTO SCUPPER AT MIN.
OF 3" ON BOTTOM AND
SEAL ALL SIDES WITH
STRUCTURAL SEALANT
CUT EXCESS C/F FROM
PERIMETER OF SCUPPER
WALL SYSTEM TO
REMAIN
PRIME WALL
EXTEND FLASHING UP
AND OVER WOOD
BLOCKING
STRIP IN PLY HOT AIR
WELDED AROUND
PENETRATION
ABRADE AND PRIME METAL FLANGE
STANDING SEAM METAL
CAP
SCUPPER - TYP. EXT. ELEVATION
NOT TO SCALE
WALL SURFACE
SET SCUPPER FACE
W/ RUBBER BACKER
& CAULK ON ALL
SIDES
EXPANSION BOLT
ROOF LINE BEYOND
PREFINISHED 24 GAUGE
SCUPPER FASTEN TO
FACE OF WALL WITH E.B.
ROOF MEMBRANE - REF. TYP.
DETAIL
BASE FLASHING
REFER TO PARAPET DETAIL FOR
FURTHER COPING AND FLASHING
INFORMATION
3'-6"
MEMBRANE FIELD PLIES AND STRIPPING
PLIES ALL EXTEND UNDER CLAMPING RING
DRAIN BOWL
DECK CLAMP
CLAMPING RING
ROOF DECK
THERMAL INSUL.
FLASHING
COVERBOARD
SEE LAYOUT DETAIL FOR
SUMP AROUND BOTH DRAINS
DRAIN STRAINER
PRIMARY ROOF
DRAIN
FLASHING
SEE LAYOUT DETAIL
FOR SUMP AROUND
BOTH DRAINS
OVERFLOW DRAIN
DRAIN STRAINER
2" HIGH PLASTIC RING
INSERT
INSULATION
ROOF DECK
CLAMPING RING
DECK CLAMP
DRAIN BOWL
MEMBRANE FIELD PLIES AND STRIPPING PLIES ALL EXTEND
UNDER CLAMPING RING
PLY SHEET
WATER BLOCK
30" SQUARE MIN., 4 LB. LEAD IN ROOF CEMENT, PRIME
TOP SURFACE BEFORE STRIPPING - TURNED INTO DRAIN
BOWL 1" MIN.
ODRD
SL
O
PE
SLOPE
SL
O
PE
PARAPET WALL
OVERFLOW ROOF
DRAIN
TAPER CRICKETS
BETWEEN DRAINS REFER
TO ROOF PLAN
4'-0" X 8'-0" SUMP
AROUND BOTH
DRAINS
PRIMARY ROOF
DRAIN
VALLEY BETWEEN
DRAINS
SLOPE
TAPER PLAN
PLY SHEET FLASHING
BASE SHEET AS REQUIRED
FIELD SHEET
PLY SHEET FLASHING
48"
ROOF DECK
FIELD SHEET
FLASHING
DRAIN STRAINER
THERMAL INSUL.
CLAMPING RING
DECK CLAMP
DRAIN BOWL
WATER BLOCK
MEMBRANE FIELD PLIES, METAL
FLASHING, AND STRIPPING
PLIES ALL EXTEND UNDER
CLAMPING RING
RD
48"X48" SUMP AROUND
DRAIN
PRIMARY ROOF
DRAIN
TAPER CRICKETS
BETWEEN DRAINS
SL
O
PE
SLOPE
SL
O
PE
SLOPE
TAPER PLAN
30" SQUARE MIN., 4 LB. LEAD
FLASHING SET ON FINISHED
ROOF IN ROOF CEMENT, PRIME
TOP SURFACE BEFORE
STRIPPING
COVERBOARD
PLY SHEET
PLY SHEET FLASHING
BASE SHEET
IF REQUIRED
" M
IN
FL
AS
H
IN
G H
EI
G
H T
FLASHING
FIELD SHEET
PLY SHEET
COVERBOARD
THERMAL INSUL.
ROOF DECK
PLY SHEET FLASHING
EXTEND FIELD PLIES ABOVE
HEAD OF CANT STRIP
FASTENERS
BEVEL TOP OF BOTH WOOD
CURBS TO DRAIN TO ONE SIDE
HIGH-DOMED, CAPPED, GASKETED
FASTENERS (APPROX. 12" O.C.)
WOOD CANT TO BRACE CURB
EACH SIDE
WOOD NAILERS
4"
4"
BASE SHEET AS REQUIRED
INSULATION
FLASHING
FIELD SHEET
PLY SHEET
PLYSHEET FLASHING
COVERBOARD
THERMAL INSULATION
BASE SHEET AS REQUIRED
ROOF DECK
EXTEND FIELD PLIES ABOVE HEAD
OF CANT
FASTENERS
HIGH-DOMED, CAPPED, GASKETED
FASTENERS (APPROX. 12" O.C.)
UNIT MOUNTING CURB
SEALING MATERIAL
WOOD NAILER
REMOVABLE SHEET METAL
COUNTERFLASHING
CANT STRIP
MECHANICAL UNIT
SEALING MATERIAL- MUST
BE CONTINUOUS ON TOP
OF THE CURB
FASTENER
WOOD NAILER
SLIP FLASHING
UNIT MOUNTING CURB
CANT STRIP
FASTENERS NOTES:
1. THE CURB'S TOP WOOD NAILER, AND SEAL STRIP
ARE TO BE SUPPLIED BY THE CURB
MANUFACTURER.
2. ATTACH NAILER TO DECK WITH SUITABLE
FASTENERS.
3. WHEN POSSIBLE, THE MECHANICAL UNITS
SHOULD NOT BE SET UNTIL THE ROOF MEMBRANE
AND FLASHING HAVE BEEN INSTALLED.
N O
M
IN
AL
FL
AS
H
IN
G
H
EI
G H
T
WOOD NAILERS
INSULATED ROOF HATCH
INSULATION
FLASHING
FIELD SHEET
COVERBOARD
THERMAL INSULATION
EXTEND FIELD PLIES UP CURB 4" MIN
TERMINATION BAR SECURED AT 8" O.C.
HIGH-DOMED, CAPPED, GASKETED
FASTENERS (APPROX. 12" O.C.)
ROOF HATCH CURB
SEALING MATERIAL
REMOVABLE SHEET METAL
COUNTERFLASHING
ROOF HATCH
SEALING MATERIAL- MUST
BE CONTINUOUS ON TOP
OF THE CURB
FASTENER
WOOD NAILER
SLIP FLASHING
UNIT MOUNTING CURB
FASTENERS
NOTES:
1. THE CURB'S TOP WOOD NAILER, AND SEAL STRIP ARE TO BE
SUPPLIED BY THE CURB MANUFACTURER.
2. ATTACH NAILER TO DECK WITH SUITABLE FASTENERS.
3. WHEN POSSIBLE, THE ROOF HATCH SHOULD NOT BE SET
UNTIL THE ROOF MEMBRANE AND FLASHING HAVE BEEN
INSTALLED.
N O
M
IN
AL
FL
AS
H
IN
G
H
EI
G H
T
WOOD NAILERS
ROOF HATCH SEAL
ROOF HATCH CURB
INSULATION
CANT STRIP
PLY SHEET
ROOF DECK
PLY SHEET FLASHING
NO BASE SHEET AS REQUIRED
R2.01
R2.01 JOB:
DATE:
DRAWN BY:
TEXAS REGISTERED
ENGINEERING FIRM F-6498
2505 79TH ST., SUITE A
LUBBOCK, TEXAS 79423
(972) 874-1388
IN
D U
ST
R
IE
S, IN
C
ARMKO
CONTRACTOR SHALL VERIFY ALL
SUBSTRATES, DIMENSIONS,
CURBS, PENETRATIONS, ECT.
THOSE SHOWN ARE TYPICAL BUT
MAY NOT BE ALL INCLUSIVE
Copyright 2025 by Armko Industries
ISSUES
CHECKED BY:
THIS DOCUMENT WAS
PRODUCED BY OR UNDER
THE DIRECT SUPERVISION
OF REGISTERED ENGINEER
REVISIONS
ISSUE DATE:
Issue For Construction 10/07/2025
ROOF DETAILS
25-1183-49 10/07/2025
AA/JK
R2.02
PR
O
JE
C
T
FO
R
W
ES
T
TE
XA
S
A& M
U N
IV
ER
SI
TY
R O
O F
R
EP
LA
C
EM
EN
T
PR
O
JE
C T
CB
01/20/2026
NOT TO SCALE1 FIELD EXPANSION JOINT TO PARAPET
NOT TO SCALE2 2 WAY EXPANSION JOINT
NOT TO SCALE3 3 WAY EXPANSION JOINT - BRICK CORNER
NOT TO SCALE4 METAL EDGE GUTTER
NOT TO SCALE5 OVERFLOW SCUPPER
NOT TO SCALE6 PRIMARY SCUPPER
NOT TO SCALE7 PRIMARY AND OVERFLOW DRAINS
NOT TO SCALE8 PRIMARY DRAIN
NOT TO SCALE9 EQUIPMENT CURB
NOT TO SCALE10 MECHANICAL CURB
NOT TO SCALE11 ROOF HATCH
M U
LT
IP
LE
B
U
IL
D
IN
G S
C
AN
YO
N
, T X
FLASHING
COVERBOARD
TERM BAR FASTENED
APPROX. 8" O.C.
NEW REMOVABLE SHEET METAL
COUNTERFLASHING
HIGH-DOMED, CAPPED GASKETED
FASTENERS (APPROX. 18" O.C., DEPENDING
UPON WIND ZONE AND LOCAL CONDITIONS
MIN. TWO FASTENERS PER SIDE)
FIELD SHEET
KALWALL SKYLIGHT
ASSEMBLY SYSTEM
STUD FRAMING
RIGID INSUL.
3/4" F.R. PLYWOOD
ANGLE SUPPORT
2 X WOOD
PLY SHEET FLASHINGCANT STRIP
PLY SHEET
ROOF DECK
THERMAL INSUL.
4" MINIMUM
4" MINIMUM
6" MIN. FLANGE
FIELD SHEET
FLASHING
SET FLANGE IN ROOF CEMENT-
PRIME FLANGE BEFORE STRIPPING
ROOF DECK
THERMAL INSUL.
COVERBOARD
PLY SHEET FLASHING
STRUCTURAL SEALANT AT
PENETRATION TO MEMBRANE
JUNCTURE
PLUMBING VENT STACK
SOFT METAL PIPE FLASHING
TOP OF FLASHING CAPPED OR
ROLLED INTO PIPE APPROX. 1"
PLY SHEET
BASE SHEET AS REQUIRED
" N
O M
IN
AL
FL
AS
H
IN
G H
EI
G
H T
FLASHING
FIELD SHEET
MIN. 4" CLEARANCE FORM
PIPE TO TOP OF CURB;
MIN. 2" BETWEEN PIPES
WOOD NAILERS
AND CURB
WOOD CANT TO
BRACE CURB
ROOF DECK
BASE SHEET IF REQUIRED
THERMAL INSUL.
COVERBOARD
PLY SHEET
PLY SHEET FLASHING
FASTENERS
EXTEND FIELD PLIES ABOVE HEAD
OF CANT
REMOVABLE SHEET METAL
COUNTERFLASHING
HIGH-DOMED, CAPPED, GASKETED
FASTENERS (APPROX. 12" O.C.)
SHEET METAL ENCLOSURE-
CROSSBREAK OR SLOPE FOR
DRAINAGE
INSULATE VOID TO PREVENT
CONDENSATION
SHEET METAL OR FLEX-TUBE
COLLAR
SLOPE PIPES DOWN AND AWAY
FROM HOOD
SHEET METAL FLASHING
RECEIVER
PROVIDE INSULATION IN
GAP TO SEPARATE
ABOVE ROOF AND
CEILING PLENUM
SLOPE
EXTEND FIELD PLY ABOVE
HEAD OF CANT
DRAWBAND OR WELD UMBRELLA
TO STACK
COVERBOARD
VARIES
N O
M
IN
AL
FL
AS
H
IN
G
H
EI
G H
T
FLASHING
FIELD SHEET
ROOF DECK
THERMAL INSULATION
HIGH-DOMED, CAPPED, GASKETED
FASTENERS (APPROX. 12" O.C.)
WOOD NAILER AND CURB
INSULATE VOID FOR COLD
STACKS
TEMPERATURE APPROPRIATE
ELASTOMERIC SEALANT
METAL OR
GYPSUM LINER
IF REQUIRED
REMOVABLE SHEET METAL
COUNTERFLASHING
WOOD CANT TO BRACE CURB
BASE SHEET
PLY SHEET
PLY SHEET FLASHING
FASTENERS
ROOF DECK
COVERBOARD
FIELD SHEET
THERMAL INSUL.
BASE SHEET
IF REQUIRED
24" MAX
2 1/2" MIN BEARING
PLY SHEET
TEK5 ANCHORS AT ALL CORNERS
8" MAX O.C.
3/16" PLATE STEEL
EXISTING HOLE
FIELD SHEET
PLY SHEET
24" TO 60"
COVERBOARD
THERMAL INSULATION
ROOF DECK
BASE SHEET AS
REQUIRED
EXISTING ANGLE
IRON
NEW ANGLE IRON
BOLTED 24" O.C.
5/8" DENS-DECK
METAL DECK -
SCREWED TO
ANGLE IRON 6" O.C.
DOUBLE ANGLE
IRON WELDED TO
ANGLE FRAME
CONT. BEAD OF SEALANT BOTH
SIDES
CONT. CLEAT BOTH SIDES
DOG EARED LOW PROFILE STANDING
SEAM JOINT 16" AWAY FROM EDGE
PREFINISHED GALVANIZED COPING CAP
TREATED WOOD NAILERS,
SLOPED TO DRAIN
SELF ADHERED MEMBRANE
OVER WOOD NAILERS
EXISTING WALL
4" MIN. FLANGE, SET IN ROOF
CEMENT OVER ROOFING PLIES,
PRIME FLANGE BEFORE
STRIPPING
STRUCTURAL SEALANT
AT PENETRATION TO
MEMBRANE JUNCTURE
SHEET METAL PITCH PAN,
SOLDERED/ WELDED
WATERTIGHT (4" MIN.
HEIGHT)
SHEET METAL DUCT
THROUGH ROOF AND
EXTEND ABOVE TOP OF
PENETRATION SLEEVE
SHEET METAL DUCT
OVER PENETRATION
SLEEVE AND ATTACH
THROUGH SIDE WITH
GROMMETED FASTENERS
FLASHING
ROOF DECK
COVERBOARD
FIELD SHEET
THERMAL INSUL.
PLY SHEET
OPTIONAL: WOOD NAILERS; VARIES
DEPENDING UPON SIZE OF
PENETRATION.
BASE SHEET
IF REQUIRED
PLY SHEET FLASHING
FLASHING
CONT. CLEAT
REMOVABLE SHEET METAL
COUNTERFLASHING
3" LAP AT JOINT TYP.
3" LAP WITH BEAD OF
SEALANT
PREFINISHED SHEET
METAL EXPANSION JOINT
COVER
FASTENED 8" O.C. SEALED
WITH 3 COURSE AND
MASTIC
WOOD CANT TO BRACE
CURB
FLEXIBLE VAPOR RETARDER
WITH COMPRESSIBLE INSUL.
EXTENDED FIELD PLIES ABOVE
HEAD OF CANT STRIP
SELF-ADHERED MEMBRANE SHEET
CLOSURE SECURED TO WALL WITH
TERM BAR & 3 COURSE MASTIC
ENSURING PROPER OVERLAP
EXTEND BASE FLASHING UP AND
OVER WOOD BLOCKING
FIELD SHEETS
ROOF DECK
THERMAL INSULATION
COVERBOARD
8"8" M
IN
EJ WIDTH
BASE SHEET IF REQUIRED
PLY SHEET FLASHING
PLY SHEETS
REGLET RECIVER
FASTENERS APPROX. 24"
O.C.
SEALENT
SLOPE OUTWARD
FLASHING
BASE SHEET IF REQUIRED
THERMAL INSULATION
COVERBOARD
PLY SHEET FLASHING
FIELD SHEET
EXTEND FIELD PLIES ABOVE HEAD
OF CANT
PRIME WALL WHEN APPLICABLE
CONT. CLEAT, 20 GA.
SHEET METAL REGLET/RECEIVER
REMOVABLE PREFINISHED SHEET
METAL COUNTERFLASHING
CANT STRIP
8" M
IN
WINDOW SYSTEM
ROOF DECK
PLY SHEET
PLY WOOD
FLASHING
ROOF DECK
THERMAL INSUL.
COVERBOARD
PLY SHEET
FIELD SHEET
PLY SHEET FLASHING
4" MIN. FLANGE, SET IN ROOF CEMENT
OVER ROOFING PLIES, PRIME FLANGE
BEFORE STRIPPING
STRUCTURAL SEALANT AT PENETRATION
TO MEMBRANE JUNCTURE
SHEET METAL PITCH PAN, SOLDERED/
WELDED WATERTIGHT (4" MIN. HEIGHT)
WATERTIGHT 24 GA. METAL RAIN COLLAR
OVERLAPPING PENETRATION POCKET
DRAW BAND
SEALANT
APPROX. 1/4" CLEARANCE
BETWEEN EA. CORNER
AND EDGE OF COLLAR
POURABLE SEALANT
1" MIN. PIPE
DIAMETER
OPTIONAL: WOOD NAILERS; VARIES
DEPENDING UPON SIZE OF
PENETRATION.
BASE SHEET IF REQUIRED
STRUCTURAL SEALANT AT PENETRATION TO
MEMBRANE JUNCTURE
NEW STAINLESS STEEL PITCH PAN
NEW WATERTIGHT STAINLESS STEEL RAIN
COLLAR OVERLAPPING PENETRATION
NEW STAINLESS STEEL
DRAW BAND
SEALANT
APPROX. 1/4" CLEARANCE BETWEEN EA.
CORNER AND EDGE OF COLLAR
SELF-LEVELING
SEALANT
EXISTING GUY SUPPORT ANCHOR
FLASHING
FIELD SHEET
PLY SHEET
COVERBOARD
THERMAL INSULATION
EXISTING ROOF DECK
PLY SHEET FLASHING
JOB:
DATE:
DRAWN BY:
TEXAS REGISTERED
ENGINEERING FIRM F-6498
2505 79TH ST., SUITE A
LUBBOCK, TEXAS 79423
(972) 874-1388
IN
D U
ST
R
IE
S, IN
C
ARMKO
CONTRACTOR SHALL VERIFY ALL
SUBSTRATES, DIMENSIONS,
CURBS, PENETRATIONS, ECT.
THOSE SHOWN ARE TYPICAL BUT
MAY NOT BE ALL INCLUSIVE
Copyright 2025 by Armko Industries
ISSUES
CHECKED BY:
THIS DOCUMENT WAS
PRODUCED BY OR UNDER
THE DIRECT SUPERVISION
OF REGISTERED ENGINEER
REVISIONS
ISSUE DATE:
Issue For Construction 10/07/2025
ROOF DETAILS
25-1183-49 10/07/2025
AA/JK
R2.03
PR
O
JE
C
T
FO
R
W
ES
T
TE
XA
S
A& M
U N
IV
ER
SI
TY
R O
O F
R
EP
LA
C
EM
EN
T
PR
O
JE
C T
CB
01/20/2026
NOT TO SCALE1 SKYLIGHT KALWALL
NOT TO SCALE2 VENT STACK
NOT TO SCALE3 PIPE BOX
NOT TO SCALE4 HOT STACK
NOT TO SCALE5 DECK INFILL 24" AND LESS"
NOT TO SCALE6 DECK INFILL 24"-60"
M U
LT
IP
LE
B
U
IL
D
IN
G S
C
AN
YO
N
, T X
NOT TO SCALE7 COPING CAP
NOT TO SCALE8 ROOF DUCT
NOT TO SCALE9 RISEWALL EXPANSION JOINT - BRICK
NOT TO SCALE10 RISEWALL AT WINDOW
NOT TO SCALE11 PITCH PAN
NOT TO SCALE12 RISEWALL AT WINDOW
File details come from the government source that posted it. Updated .