PM-1414_Pkg B - Connor Hall & Greenhouse Roof Replacement_Construction Drawings.pdf

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

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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

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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

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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

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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

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3e 2n 3r 3r 2n 3e

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3e 2n 3r 3r 2n 3e

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 -

GREENHOUSES

25-1183-49 10/07/2025

AA/JK

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1/8" = 1'-0"

1 WIND UPLIFT PLAN - OVERALL - GREENHOUSES

1/32" = 1'-0"2 UPLIFT KEY PLAN - GABLE

2e

2e

2e

2e

2e

2e

2e

2e 2e

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2r

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2r

2r 2r

2r

2r

2r

2r

2r

2r

2r

2r 2r

2r

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3 3

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2r 2r

2r 2r

2r 2r

2r 2r

1 1

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 -

CONNER HALL

25-1183-49 10/07/2025

DB

GS2.04

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3/32" = 1'-0"1 WIND UPLIFT PRESSURE PLAN - CONNER HALL

1/32" = 1'-0"

2 UPLIFT KEY PLAN - GABLE

1/32" = 1'-0"

3 UPLIFT KEY PLAN - HIP

A

RIDGERIDGE

R

ID

G E

R

ID

G E

R

ID

G E

VALL

EY

VALLEY

VALL

EY

VALL

EY

VALL

EY

VALLEY

VALLEY

VALLEY

HIPHIP

HIP

HIP

HIPHIP

HIPHIP

R W

R W

R W

R W

R W

R W

RW

RW

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE SL

O

PE

SLOPE

SLOPE

SLOPE

SLOPE

MEME

ME/G

M E

M E

ME

ME ME

ME

ME/G

ME ME

ME

ME/G

ME

ME/G

MEME

ME

ME

ME/G

ME

M E

M E

M E

M E

M E

M E

M E

M E

M E

M E

M E M

E

M E

M E

M E

M E

RWRW

RW RW

M E

M E

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SL

O

PE

SLO

PE

SLOPE

VALLEY VALLEY

VA

LL

EY

VA

LL

EY

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

D S

M E/

G

D S

D S

D S

D S

ME

1 1

1 1

2 2

2 2

2 2

3 3

664 4

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 - CONNER HALL

25-1183-49 10/07/2025

AA/JK

R1.05

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01/20/2026

NOT TO SCALE1 OVERALL ROOF PLAN - CONNER HALL

TRUE

NORTH

SCOPE OF WORK PACKAGE II:

BASE PROPOSAL 6 – WTAMU CONNOR HALL – SHINGLES – ROOF SECTION A

WORK SHALL INCLUDE REMOVAL OF THE EXISTING SHINGLE ROOF

SYSTEM DOWN TO THE DECK.

PROVIDE NEW SYNTHETIC UNDERLAYMENT.

PROVIDE ALL ASSOCIATED SHEET METAL AND ACCESSORIES.

PROVIDE NEW ARCHITECTURAL COMPOSITION SHINGLES.

REMOVE AND REPLACE ALL FLASHINGS.

PROVIDE 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.

1.

2.

3.

4.

5.

6.

7.

SPECIFIC ROOF NOTES:

PROVIDE NEW 24 GAUGE PRE-FINISHED GUTTER AND DOWNSPOUTS AS

DETAILED.

PROVIDE VENTED HIP AND RIDGE VENTS AS DETAILED.

LEAD JACKS TO BE UTILIZED AT ALL PLUMBING STACKS.

INSTALL AN ADDITION LAYER OF THE UNDERLAYMENT AT ALL VALLEY AND

EAVE LOCATIONS.

PROVIDE SIX NAILS PER SHINGLE AS SPECIFIED.

INSTALL NEW VALLEY METAL AT THE VALLEY LOCATIONS.

ALL VENT FLASHINGS SHALL BE REPLACED AND PAINTED TO MATCH THE

NEW SHINGLE COLOR.

C O

N N

ER

H

AL

L

R U

SS

EL

L

LO

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B

LV

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RW RW

R

ID

G E

ME

M E

M E

R

ID

G E

M E M

E

ME

ME

ME

M E

M E

SLOPE

SLOPE

SLOPE

SLOPE SLOPE

SLOPE

A

B C

N.I.C.

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 -

GREENHOUSES

25-1183-49 10/07/2025

AA/JK

R1.06

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01/20/2026

TRUE

NORTH

SCOPE OF WORK PACKAGE II:

BASE PROPOSAL 7 – WTAMU GREENHOUSES – POLYCARBONATE PANELS – ROOF

SECTIONS (A, B, & C)

WORK SHALL INCLUDE REMOVAL OF THE EXISTING POLYCARBONATE PANELS.

PROVIDE NEW POLYCARBONATE ROOF SYSTEM PER LIKE, KIND, AND QUALITY.

PROVIDE NEW ROOF ACCESSORIES TO MATCH EXISTING SIZE AND STYLE.

NEW METAL SHALL BE PREFINISHED, SELECTED BY THE OWNER FROM A FULL

RANGE OF COLORS.

PROVIDE A TWO (2) YEAR CONTRACTOR ’S WARRANTY.

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.

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NOT TO SCALE1 OVERALL ROOF PLAN - GREENHOUSES

FLASHING

BASE SHEET

WOOD NAILERS

ROOF DECK

PLY SHEETS

PRIME WALL

PLY SHEET

COVERBOARD

THERMAL INSULATION

BASE SHEET IF REQUIRED

PLY SHEET FLASHING

EXTEND FIELD PLIES

ABOVE HEAD OF CANT3/4" EXTERIOR GRADE F.R.

PLYWOOD

WOOD NAILERS

CANT

ROOF DECK

THERMAL INSULATION

FIELD SHEET

FIELD SHEET

SHEET METAL

FASCIA CAP

FLASHING

PLY SHEET FLASHING

CANT STRIP

PREFINISHED SHEET

METAL GRAVEL STOP

PREFINISHED SHEET

METAL COVER PLATE

STANDING SEAM

FASTENER WITH WASHER

THROUGH ENLARGED HOLE

FLASHING

PLY SHEET

FIELD SHEET

EXISTING TO

REMAIN

FLOOD COAT

AND GRAVEL

NOT SHOWN

FOR CLARITY.

Z 1-1/2"

X

1-1/2"

Y

6" MIN.

BE

LO

W B

LO

C

KI

N

G 1-

1/ 2"

M

IN

12' MAXIMUM

LENGTH OF EACH PIECE

OF PARAPET CAP

SHOP FABRICATE

ROOF MEMBRANE - REF. TYP. DETAIL

BASE FLASHING

CUT EXCESS C/F FROM

PERIMETER OF SCUPPER

REFER TO PARAPET DETAIL FOR

FURTHER COPING AND FLASHING

INFORMATION

EXTEND FLASHING UP AND OVER

WOOD BLOCKING

REFER TO SPECIFICATIONS

FOR PARAPET WALL

APPLICATION PROCEDURES

STRIP IN PLY

1" M

IN

REFER TO PARAPET

DETAIL FOR TERM

BAR AT HIGH PARAPET

STANDING SEAM METAL CAP

PREFINISHED ALUMINUM TRIM

NOTES:

1. CONDUCTOR HEADS AND

DOWNSPOUTS SHOULD BE

FABRICATED OF THE SAME

MATERIAL. RECOMMENDED

MINIMUM FOR CONSTRUCTION

OF CONDUCTOR HEADS IS 24

GA. PREFINISHED GALVANIZED

STEEL

EXTEND BASE FLASHING INTO

SCUPPER AT MIN. OF 3" ON

BOTTOM AND SEAL ALL SIDES

WITH STRUCTURAL SEALANT

FIELD TO VERIFY

DIMENSIONS

SLOPE

CONTINUOUS FLEXIBLE

EMBED THROUGH-WALL

FLASHING

FASTENERS APPROX.

24" O.C.

RECEIVER

3" LAP WITH BEAD OF

SEALANT

COUNTERFLASHING

FASTENERS APPROX. 8"

O.C.

COVERBOARD

THERMAL INSULATION

ROOF DECK

8" M

IN

8"

CONT. METAL CLEAT

PRIME WALL

PROVIDE END DAM AT ALL

METAL (SOLDERED) &

MEMBRANE ICE & WATER

SHIELD (ADHERED)

FLASHING

ALUMINUM THRESHOLD

1/2" HIGH MAX. SET IN

BED OF SEALANT

RAINSCREEN

SILL GASKET

FIELD SHEET

FLASHING

BASE SHEET AS

REQUIRED

PLY SHEET

PLY SHEET FLASHING

FLASHING

FIELD SHEET

PLY SHEET

COVERBOARD INSUL.

THERMAL INSUL.

ROOF DECK

3/4" FIRE RATED EXT.

GRADE PLYWOOD

8"

PLY SHEET FLASHING

TERM BAR SET IN SEALANT

RECEIVER AND COUNTER

FLASHING

TPO MEMBRANE

EXISTING METAL

FLASHING

FIELD SHEET

PLY SHEET

COVERBOARD INSUL.

THERMAL INSUL.

ROOF DECK

3/4" FIRE RATED EXT.

GRADE PLYWOOD

8"

PLY SHEET FLASHING

TERM BAR SET IN SEALANT

RECEIVER AND COUNTER

FLASHING

TPO MEMBRANE

EXISTING SOIL STACK - EXTEND AS

NECESSARY

TO MAINTAIN 8" HEIGHT REQUIREMENT

NEW LEAD FLASHING - CRIMP INTO TOP

OF PIPE MIN. 1". PRIME FLANGE AND SET

IN MASTIC.

DIMENSIONAL SHINGLES AS SPEC. -

COLOR AS SELECTED BY ARCHITECT.

TWO PLIES OF FELTS AS SPEC.

NAILBASE INSULATION

EXISTING DECK TO

REMAIN

PLYWOOD

AIR GAP

SHINGLES TRIMMED 2" BACK FROM VALLEY

CENTERLINE

MINERALIZED ROLL ROOFING IN VALLEY

STORMGUARD LEAK BARRIER, MINIMUM 55 POUND

CENTER FULL WIDTH ROLL OF WEATHERWATCH OR

CARRY ROOF DECK PROTECTION ACROSS VALLEY

CLIPPED CORNER SET IN ROOF CEMENT

EXTEND SHINGLE AT LEAST 12" BEYOND

EXTRA FASTENER IN END OF SHINGLE

VALLEY CENTERLINE, NO FASTENERS WITHIN

VALLEY CENTERLINE

6" OF CENTERLINE

ROOF DECK PROTECTION

GUTTER NOT SHOWN FOR

CLARITY

2 PLIES OF FELTS AS SPEC

2"

6"

REFASTEN ALL EXISTING

DECKING WITH

NEW FASTENERS AS SPECIFIED

HEREIN

SELF-ADHERING

UNDERLAYMENT

AS SPEC.

NEW RAKE METAL EDGE

FLASHING

NEW PRE-FINISHED ALUMINUM

FASCIA TRIM AS DETAILED

SHINGLE STARTER

COURSE

NEW EAVE METAL

EDGE FLASHING

PLY SHEET FLASHING

" M

IN

FL

AS

H

IN

G H

EI

G

H T

FLASHING

FIELD SHEET

COVERBOARD

THERMAL INSULATION

ROOF DECK

EXTEND FIELD PLIES ABOVE

HEAD OF CANT STRIP

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

8"

3/4" LAP MIN.

PLY SHEET

10' MAXIMUM

LENGTH OF EACH PIECE

OF PARAPET CAP

1" M

IN

STANDING SEAM METAL CAP

WITH CONTINUOUS CLEAT ON

THE OUTSIDE CRIMP ENDS

OVER AT A 45 DEGREE ANGLE

FASTENERS

BASE SHEET AS REQUIRED

8"

M

IN

IM

U

M

'-0

8"

" M

IN

EJ WIDTH

REMOVABLE SHEET METAL

COUNTERFLASHING

3" LAP AT JOINT TYP.

PREFINISHED SHEET

METAL EXPANSION JOINT

COVER

MORTAR NET NOT SHOWN

FOR CLARITY

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 UP AND UNDER RECEIVER

EXTEND BASE FLASHING UP AND

OVER WOOD BLOCKING

ROOF DECK

THERMAL INSUL.

COVERBOARD

BASE SHEET IF REQUIRED

BACKER ROD TO CREATE

BELLOWS AT MEMBRANE

3/4" EXTERIOR GRADE

F.R. PLYWOOD

FLASHING

PLY SHEET

FIELD SHEET

PLY SHEET FLASHING

CONT. CLEAT

TERMINATION BAR AND

SEALANT

PRIME WALL WHEN

APPLICABLE

TPO MEMBRANE

TERMINATION BAR AND

SEALANT

FLASHING

PLY SHEET FLASHING

RECEIVER AND COUNTER

FLASHING

SHEET METAL REGLET/RECEIVER

CONTINUOUS BEAD OF SEALANT

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

R2.04

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01/20/2026

NOT TO SCALE2 CHANGE OF ELEVATION

NOT TO SCALE5 TAPERED EXPANSION JOINT AND ROOF DIVIDER

NOT TO SCALE1 PRIMARY SPITTER

NOT TO SCALE3 DOOR SILL AT ROOF

NOT TO SCALE7 CHIMNEY COPING - 3 SIDED

NOT TO SCALE6 CHIMNEY COPING - 4 SIDED

NOT TO SCALE10 SHINGLES - VENT STACK

NOT TO SCALE11 SHINGLES - VALLEY

NOT TO SCALE9 SHINGLES - METAL EDGE

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NOT TO SCALE8 ROOF DIVIDER

NOT TO SCALE4 LARGE PARAPET EJ AT RISEWALL

1"

SECTION

EXISTING NAIL BASE TO

REMAIN. VERIFY &

CORRECT FASTENING

PATTER TO MEET CURRENT

FM UPLIFT REQUIREMENTS.

M

AT

C H

EX

IS

TI

N

G

CONT. EDGE CLIP. FASTENED

ACCORDING TO LOCAL WIND

UPLIFT CRITERIA.

EXISTING WOOD NAILERS

TO REMAIN

1"

NEW SELF ADHERING MEMBRANE

FLASHING AS SPEC.

DIMENSIONAL SHINGLES AS SPEC.

COLOR AS SELECTED BY

ARCHITECT

FASCIA NAILERS, REPAIR /

REPLACE DAMAGED OR ROTTEN

NAILERS

EXISTING PLYWOOD

*CONTRACTOR SHALL REPAIR/REPLACE

ROTTEN OR DAMAGED WOOD AS

NECESSARY.

TWO PLIES OF FELT AS SPEC.

INSTALL NEW DIMENSIONAL

SHINGLES AS SPEC. COLOR TO

BE SELECTED BY OWNER/

PROJECT MANAGER.

EXISTING WALL TO REMAIN

M

AT

C H

EX

IS

TI

N

G

FI

EL

D

VE

R

IF

Y

ADDITIONAL PLY OF SELF ADHERING

MEMBRANE FLASHING AS SPEC.

TWO PLIES OF FELT AS SPEC.

EXISTING PLYWOOD TO REMAIN

EXISTING INSULATION TO

REMAIN.

VENTED EAVE W/ PRE-FORMAL

FASCIA

AIR GAP

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

R2.05

PR

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JE

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A& M

U N

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01/20/2026

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NOT TO SCALE1 SHINGLES - METAL EDGE GUTTER