Drawings - TLL New Roof.pdf
PDF 3 MB Posted
- Attached to
- Tygart Lake Lodge New Roof
- Solicitation number
- CRFQ 0310 DNR2600000022 1
- Issued by
- Kanawha County, West Virginia
About this file
This document comprises architectural drawings and specifications for a roof renovation project at Tygart Lake Lodge, a West Virginia Department of Natural Resources facility located at 1240 Paul East Malone Road, Grafton, West Virginia 26354. The project encompasses two distinct roofing scopes: steep slope roof replacement using architectural asphalt shingles and low slope roof replacement using a 60-mil EPDM membrane system. The steep slope work includes removal and disposal of existing asphalt shingles, underlayment, and felt paper; inspection and replacement of damaged sheathing with an allowance of 250 square feet; installation of ice and water shield, new flashings, and ridge vents; and installation of new fascia metal. The low slope work requires removal of existing EPDM membrane, replacement of deteriorated plywood and tongue-and-groove decking, installation of tapered polyisocyanurate insulation and gypsum coverboard, and application of base and mineral cap sheets with appropriate flashings and a new drain assembly. Both scopes require raising curbs and mechanical equipment to achieve proper flashing heights per manufacturer requirements, maintaining water tightness during construction, protecting adjacent surfaces, and coordinating with other trades. The drawings are dated October 28, 2025, with a project timeline to be determined.
The contractor is responsible for field-verifying all dimensions, conditions, and quantities prior to commencing work and must maintain the job site in a neat and orderly condition throughout construction. General provisions require the contractor to employ a certified electrical contractor for disconnection and reconnection of power lines and to provide manufacturer's warranties upon project completion. Existing gutters and downspouts are to remain and be reused. All saddles must be constructed with a 2:1 length-to-width ratio, and the contractor must coordinate removal and reinstallation of equipment such as the satellite dish. The documents indicate this is a proprietary submission for use by clients approved by the West Virginia DNR, with restrictions on reproduction and distribution without written permission.
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Other files
| File | Type | Posted |
|---|---|---|
| Project Manual - TLL New Roof.pdf | ||
| Final_CRFQ_0310_DNR2600000022_1_WV_CRFQ_FORM.PDF | ||
| Solicitation Docs 6-11-2026.pdf |
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Text version
SHEET NO.
NO. DATE
W E S T
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IN
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D E P A R T M E N T
O F
N A T U R A L
R E S O U R C E S
T Y G A R T
L A K E
L O D G E
P A U L
E A S T
M A L O N E
R O A D
G R A F T O N W E S T
V
IR
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IN
IA
THE INFORMATION CONTAINED
HEREIN IS OF A
PROPRIETARY NATURE AND IS
SUBMITTED IN CONFIDENCE
FOR USE BY THE CLIENTS
APPROVED BY THE WV DNR.
THE USE OF THESE
DOCUMENTS FOR ANY OTHER
PROJECTS, PURPOSE,
LOCATION, PUBLICATION,
REPRODUCTION OR
DISTRIBUTION IN WHOLE OR
PART, BY ANY INDIVIDUAL OR
ORGANIZATION WITHOUT
WRITTEN PERMISSION OF THE
WV DNR IS PROHIBITED. THE
INFORMATION HEREIN
REMAINS THE PROPERTY AND
ITS USE OR DISCLOSURE TO
OTHERS IS PROHIBITED FOR
ANY USE NOT AUTHORIZED
BY THE WV DNR.
SHEET TITLE:
SHEET NO.
10/28/2025 FIRST ISSUE
DESCRIPTION
ROOF AREAS IN PROJECT SCOPE
A-1 - COVER PAGE
B-1 - STEEP SLOPE ROOF PLAN
B-2 - LOW SLOPE ROOF PLAN
C-1 - STEEP SLOPE ROOF DETAILS
C-2 - LOW SLOPE ROOF DETAILS
SITE MAP
LOCATION MAPDRAWING INDEX
WEST VIRGINIA DIVISION OF NATURAL RESOURCES
TYGART LAKE LODGE
ROOF RENOVATION PROJECT
A-1
COVER PAGE
PROJECT TIMELINE
TBD
ROOF AREAS IN PROJECT SCOPE
A-1 - COVER PAGE
B-1 - STEEP SLOPE ROOF PLAN
B-2 - LOW SLOPE ROOF PLAN
C-1 - STEEP SLOPE ROOF DETAILS
C-2 - LOW SLOPE ROOF DETAILS
SITE MAP
LOCATION MAPDRAWING INDEX
WEST VIRGINIA DIVISION OF NATURAL RESOURCES
TYGART LAKE LODGE
ROOF RENOVATION PROJECT
A-1
COVER PAGE
PROJECT TIMELINE
TBD
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D E P A R T M E N T
O F
N A T U R A L
R E S O U R C E S
T Y G A R T
L A K E
L O D G E
P A U L
E A S T
M A L O N E
R O A D
G R A F T O N W E S T
V
IR
G
IN
IA
THE INFORMATION CONTAINED
HEREIN IS OF A
PROPRIETARY NATURE AND IS
SUBMITTED IN CONFIDENCE
FOR USE BY THE CLIENTS
APPROVED BY THE WV DNR.
THE USE OF THESE
DOCUMENTS FOR ANY OTHER
PROJECTS, PURPOSE,
LOCATION, PUBLICATION,
REPRODUCTION OR
DISTRIBUTION IN WHOLE OR
PART, BY ANY INDIVIDUAL OR
ORGANIZATION WITHOUT
WRITTEN PERMISSION OF THE
WV DNR IS PROHIBITED. THE
INFORMATION HEREIN
REMAINS THE PROPERTY AND
ITS USE OR DISCLOSURE TO
OTHERS IS PROHIBITED FOR
ANY USE NOT AUTHORIZED
BY THE WV DNR.
SHEET TITLE:
SHEET NO.
10/28/2025 FIRST ISSUE
DESCRIPTION
BOX VENT
B-1
STEEP SLOPE
ROOF PLAN
SCALE: 3/32" = 1'-0"
TYGART LAKE LODGE – STEEP SLOPE ROOF
SCALE: 3/32" = 1'-0"
TYGART LAKE LODGE – STEEP SLOPE ROOF
SCOPE OF WORK:
ASPHALT SHINGLE ROOF REPLACEMENT
1) REMOVE AND DISCARD EXISTING ASPHALT SHINGLES, UNDERLAYMENT, AND FELT PAPER TO THE EXISTING SHEATHING.
A) INSPECT THE SHEATHING AND TONGUE AND GROOVE DECKING AND REPLACE AT UNIT COST. PROVIDE ALLOWANCE FOR 250 SQFT OF DECKING REPLACEMENT.
2) INSTALL SELF-ADHERING, HIGH TEMPERATURE ICE AND WATER SHIELD TO ALL SHEATHING.
3) RAISE CURBS, UTILITY LINES, MECHANICAL EQUIPMENT TO PROVIDE SUFFICIENT FLASHING HEIGHT TO MEET MANUFACTURER’S REQUIREMENTS
4) INSTALL NEW PIPE COLLARS, DRIP EDGE, AND METAL FLASHINGS.
1) INSTALL NEW FASCIA METAL TO COVER EXISTING WOOD FASCIA ON ALL RAKE DETAILS.
5) INSTALL NEW ARCHITECTURAL ASPHALT SHINGLES.
1) INSTALL NEW RIDGE VENTS AS INDICATED ON ROOF PLAN
6) CLEAN INTERIOR AND EXTERIOR OF ALL GUTTERS AND DOWNSPOUTS.
7) MANUFACTURER’S WARRANTY ISSUED AT PROJECT COMPLETION.
SITE MAP & CORE ANALYSIS
GENERAL NOTES
1.) IT IS THE ROOF CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH ALL
DETAILS INVOLVED IN THE ROOFING CONTRACT.
2.) ALL DRAWINGS ARE GRAPHIC REPRESENTATION OF APPROXIMATE LOCATIONS OF EXISTING AND
NEW MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS
PRIOR TO COMMENCEMENT OF WORK.
3.) ROOF CONTRACTOR TO PROTECT ALL ADJACENT SURFACES NOT SCHEDULED FOR WORK AND
TO REPAIR ANY DAMAGED AREAS AS A RESULT OF CONTRACTOR WORK AT NO ADDITIONAL COST
TO THE OWNER.
4.) ROOF CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN WATER TIGHTNESS AND PROVIDE
PROTECTION AT ANY/ALL OPENINGS IN THE ROOF LEFT AT THE END OF EACH CONSTRUCTION
DAY.
5.) ROOF CONTRACTOR TO REMOVE ANY OBSTACLES DURING ROOF REPLACEMENT AND REINSTALL
AFTER NEW ROOFING HAS BEEN COMPLETED.
6.) CONTRACTOR SHALL NOT STORE OR STOCKPILE DEMOLISHED MATERIALS ON THE ROOF
DURING CONSTRUCTION.
7.) THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY CONDITION AND
KEPT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURING THE ENTIRE
CONSTRUCTION PERIOD.
8.) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONDITIONS AND QUANTITIES.
9.) ROOF CONTRACTOR IS RESPONSIBLE FOR RAISING CURBS, PIPE PORTALS, MECHANICAL
EQUIPMENT, EQUIPMENT SUPPORTS, PLUMBING STACKS TO PROVIDE SUFFICIENT FLASHING HEIGHT
TO MEET MANUFACTURER’S REQUIREMENTS.
10.) ALL CONTRACTORS, BOTH PRIME AND SUB, SHALL COORDINATE THEIR WORK WITH ALL
ADJACENT WORK AND SHALL COOPERATE WITH ALL OTHER TRADES SO AS TO FACILITATE THE
GENERAL PROGRESS OF THE WORK, AND TO AVOID CONFLICT. NO COMPENSATION WILL BE GIVEN
FOR FAILURE OF CONTRACTOR TO COORDINATE THEIR CONTRACT WORK WITH ADJACENT TRADES.
11.) THE DRAWINGS SHOWN, COVERING EXISTING CONDITIONS, HAVE BEEN PREPARED FROM THE
BEST INFORMATION AVAILABLE. ACTUAL CONDITIONS MAY VARY.
12.) PROVIDE TEMPORARY WEATHER PROTECION DURING INTERVAL BETWEEN REMOVAL OF
EXISTING ITEMS AND INSTALLATION OF NEW ITEMS TO INSURE THAT NO WATER LEAKAGE OR
DAMAGE OCCURS TO THE EXISTING STRUCTURE OR BUILDING INTERIOR.
14.) ROOF CONTRACTOR TO EMPLOY A CERTIFIED ELECTRICAL CONTRACTOR TO DISCONNECT AND
RECONNECT ALL POWER LINES AND DEVIECS AS REQUIRED. TEST AND CERTIFY OPERATION OF
EQUIPMENT.
15.) ALL SADDLES TO BE CONSTRUCTED WITH A L/W RATIO OF 2:1.
16.) THE FULL SPECIFICATION AND DRAWING SET TO BE KEPT ON-SITE, HARDCOPY OR DIGITAL, THROUGHOUT THE PROJECT.
17.) ALL EXISTING GUTTERS AND DOWNSPOUTS TO REMAIN AND BE REUSED.
ROOF PLAN LEGEND
NOT IN SCOPENOT IN SCOPE
2/12
SLOPE
2/12
SLOPE
C-1 C-1
C-1 C-1
C-1 C-1
C-1 C-1
C-1 C-1
C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1 9 C-1
C-1 C-1
C-1 C-1 C-1 9 C-1
C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1 9 C-1
C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
• ASPHALT SHINGLES
• ½” ORIENTED STRAND BOARD
• 1-½” THICK TONGUE AND GROOVE DECK
• 2:12 STRUCTURAL SLOPE
• ASPHALT SHINGLES
• ½” PLYWOOD
• 1-½” THICK TONGUE AND GROOVE DECK
• 2:12 STRUCTURAL SLOPE
• ASPHALT SHINGLES
• ½” PLYWOOD
• 1-½” THICK TONGUE AND GROOVE DECK
• 4:12 STRUCTURAL SLOPE
C-1 C-1 C-1
C-1 C-1 C-1 9C-1
C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
C-1 C-1
C-1 C-1 C-1
C-1 C-1 C-1
EXISTING GUTTER
VV
FF EXHAUST FAN
RTU
ROOF TOP UNIT
PIPE PENETRATION
2/12
SLOPE
2/12
SLOPE
DRAWING REFERENCE NOTES
RAISE EXHAUST FAN CURBS TO ACHIEVE 8" OF FLASHING HEIGHT. INSTALL NEW SADDLES WITH 2:1 RATIO ON HIGH SIDE OF CURBS.
EXISTING GUTTERS AND DOWNSPOUTS TO REMAIN. SHOP FABRICATE NEW METAL DRIP EDGE.
SUSPECTED AREA IN NEED OF SHEATHING / DECKING REPLACEMENT.
COVER WOOD FASCIA WITH NEW METAL FASCIA EXTENDER.
CONTRACTOR TO COORDINATE REMOVAL/REINSTALLATION OF SATELLITE DISH WITH OWNER. CONTRACTOR TO PROVIDE NEW BALLAST AND ½” THICK PAD UNDER SATELITE DISH SUPPORT FRAME.
CC CONDUIT PORTAL
WOOD BLOCKING
C-1 C-1 C-1
C-1 C-1 C-1
INTERNAL DRAIN
27'
74'-6"
W E S T
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D E P A R T M E N T
O F
N A T U R A L
R E S O U R C E S
T Y G A R T
L A K E
L O D G E
P A U L
E A S T
M A L O N E
R O A D
G R A F T O N W E S T
V
IR
G
IN
IA
THE INFORMATION CONTAINED
HEREIN IS OF A
PROPRIETARY NATURE AND IS
SUBMITTED IN CONFIDENCE
FOR USE BY THE CLIENTS
APPROVED BY THE WV DNR.
THE USE OF THESE
DOCUMENTS FOR ANY OTHER
PROJECTS, PURPOSE,
LOCATION, PUBLICATION,
REPRODUCTION OR
DISTRIBUTION IN WHOLE OR
PART, BY ANY INDIVIDUAL OR
ORGANIZATION WITHOUT
WRITTEN PERMISSION OF THE
WV DNR IS PROHIBITED. THE
INFORMATION HEREIN
REMAINS THE PROPERTY AND
ITS USE OR DISCLOSURE TO
OTHERS IS PROHIBITED FOR
ANY USE NOT AUTHORIZED
BY THE WV DNR.
SHEET TITLE:
SHEET NO.
10/28/2025 FIRST ISSUE
DESCRIPTION
BOX VENT
SCALE: 3/8" = 1'-0"
TYGART LAKE LODGE – LOW SLOPE ROOFS
SCALE: 3/8" = 1'-0"
TYGART LAKE LODGE – LOW SLOPE ROOFS
SCOPE OF WORK:
LOW SLOPE ROOF REPLACEMENT
1) REMOVE AND DISCARD THE EXISTING EPDM MEMBRANE, EDGE METAL, AND DOWNSPOUT.
2) REPLACE ALL DETERIORATED PLYWOOD SHEATHING AND TONGUE AND GROOVE DECKING AT UNIT COST.
3) RAISE PERIMETER BLOCKING & METAL FLASHING SYSTEMS TO PROVIDE SUFFICIENT FLASHING HEIGHT TO MEET MANUFACTURER’S REQUIREMENTS AND ACCOMMODATE NEW INSULATION THICKNESS.
4) ADHERE 1/4" TAPERED POLYISOCYANURATE TO THE PLYWOOD SHEATHING WITH HIGH-RISE FOAM ADHESIVE.
5) ADHERE A 1/2" GYPSUM COVERBOARD ACCORDING TO ASCE-7 WIND UPLIFT CALCULATIONS.
6) INSTALL BASE AND MINERAL CAP SHEETS IN COLD PROCESS ADHESIVE.
7) INSTALL BASE AND MINERAL CAP FLASHINGS IN COLD PROCESS ADHESIVE.
A) THREE-COURSE ALL VERTICAL LAPS ON FLASHINGS.
B) INSTALL METAL COUNTERFLASHING OVER ALL TERMINATIONS.
C) INSTALL NEW INSERT-STYLE DRAIN ASSEMBLY AND NEW ROUND DOWNSPOUT.
8) INSTALL NEW ANSI-SPRI / ES-1 FLASHLESS METAL EDGE METAL SYSTEM.
SITE MAP & CORE ANALYSIS
GENERAL NOTES
1.) IT IS THE ROOF CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH ALL
DETAILS INVOLVED IN THE ROOFING CONTRACT.
2.) ALL DRAWINGS ARE GRAPHIC REPRESENTATION OF APPROXIMATE LOCATIONS OF EXISTING AND
NEW MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS
PRIOR TO COMMENCEMENT OF WORK.
3.) ROOF CONTRACTOR TO PROTECT ALL ADJACENT SURFACES NOT SCHEDULED FOR WORK AND
TO REPAIR ANY DAMAGED AREAS AS A RESULT OF CONTRACTOR WORK AT NO ADDITIONAL COST
TO THE OWNER.
4.) ROOF CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN WATER TIGHTNESS AND PROVIDE
PROTECTION AT ANY/ALL OPENINGS IN THE ROOF LEFT AT THE END OF EACH CONSTRUCTION
DAY.
5.) ROOF CONTRACTOR TO REMOVE ANY OBSTACLES DURING ROOF REPLACEMENT AND REINSTALL
AFTER NEW ROOFING HAS BEEN COMPLETED.
6.) CONTRACTOR SHALL NOT STORE OR STOCKPILE DEMOLISHED MATERIALS ON THE ROOF
DURING CONSTRUCTION.
7.) THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY CONDITION AND
KEPT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURING THE ENTIRE
CONSTRUCTION PERIOD.
8.) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONDITIONS AND QUANTITIES.
9.) ROOF CONTRACTOR IS RESPONSIBLE FOR RAISING CURBS, PIPE PORTALS, MECHANICAL
EQUIPMENT, EQUIPMENT SUPPORTS, PLUMBING STACKS TO PROVIDE SUFFICIENT FLASHING HEIGHT
TO MEET MANUFACTURER’S REQUIREMENTS.
10.) ALL CONTRACTORS, BOTH PRIME AND SUB, SHALL COORDINATE THEIR WORK WITH ALL
ADJACENT WORK AND SHALL COOPERATE WITH ALL OTHER TRADES SO AS TO FACILITATE THE
GENERAL PROGRESS OF THE WORK, AND TO AVOID CONFLICT. NO COMPENSATION WILL BE GIVEN
FOR FAILURE OF CONTRACTOR TO COORDINATE THEIR CONTRACT WORK WITH ADJACENT TRADES.
11.) THE DRAWINGS SHOWN, COVERING EXISTING CONDITIONS, HAVE BEEN PREPARED FROM THE
BEST INFORMATION AVAILABLE. ACTUAL CONDITIONS MAY VARY.
12.) PROVIDE TEMPORARY WEATHER PROTECION DURING INTERVAL BETWEEN REMOVAL OF
EXISTING ITEMS AND INSTALLATION OF NEW ITEMS TO INSURE THAT NO WATER LEAKAGE OR
DAMAGE OCCURS TO THE EXISTING STRUCTURE OR BUILDING INTERIOR.
14.) ROOF CONTRACTOR TO EMPLOY A CERTIFIED ELECTRICAL CONTRACTOR TO DISCONNECT AND
RECONNECT ALL POWER LINES AND DEVIECS AS REQUIRED. TEST AND CERTIFY OPERATION OF
EQUIPMENT.
15.) ALL SADDLES TO BE CONSTRUCTED WITH A L/W RATIO OF 2:1.
16.) THE FULL SPECIFICATION AND DRAWING SET TO BE KEPT ON-SITE, HARDCOPY OR DIGITAL, THROUGHOUT THE PROJECT.
17.) ALL EXISTING GUTTERS AND DOWNSPOUTS TO REMAIN AND BE REUSED.
ROOF PLAN LEGEND
C-2
• 60 MIL EPDM MEMBRANE
• ½” PLYWOOD SHEATHING
• 1-½” THICK TONGUE AND GROOVE DECK
• DEAD LEVEL SLOPE
EXISTING GUTTER
VV
FF EXHAUST FAN
RTU
ROOF TOP UNIT
PIPE PENETRATION
DRAWING REFERENCE NOTES
TROOF CONTRACTOR IS RESPONSIBLE FOR TRIMMING WOOD PANELING, RAISING SILL FLASHINGS, AND TEMPORARY DISCONNECTION AND RELOCATING OF UTILITY LINES TO PROVIDE SUFFICIENT FLASHING HEIGHT TO MEET MANUFACTURER’S REQUIREMENTS AND ACCOMIDATE NEW INSULATION THICHKESSNES.
INSTALL NEW ROUND DOWNSPOUT / PLUMBING LINE AND RETROFIT DRAIN ASSEMBLY. INSTALL NEW ½:12 SLOPE, 4' X 4' TAPERED DRAIN SUMP
SUSPECTED AREA IN NEED OF SHEATHING / DECKING REPLACEMENT.
COVER WOOD FASCIA WITH NEW METAL FASCIA EXTENDER.
CC CONDUIT PORTAL
WOOD BLOCKING
INTERNAL DRAIN
C-2
C-2 2 4
C-2
C-2
C-2 C-2
2 3 C-2 C-2
C-2 3 1
C-2
C-2
B-2
LOW SLOPE
ROOF PLAN
20'
20'
16'-6"
16'-6"
W E S T
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D E P A R T M E N T
O F
N A T U R A L
R E S O U R C E S
T Y G A R T
L A K E
L O D G E
P A U L
E A S T
M A L O N E
R O A D
G R A F T O N W E S T
V
IR
G
IN
IA
THE INFORMATION CONTAINED
HEREIN IS OF A
PROPRIETARY NATURE AND IS
SUBMITTED IN CONFIDENCE
FOR USE BY THE CLIENTS
APPROVED BY THE WV DNR.
THE USE OF THESE
DOCUMENTS FOR ANY OTHER
PROJECTS, PURPOSE,
LOCATION, PUBLICATION,
REPRODUCTION OR
DISTRIBUTION IN WHOLE OR
PART, BY ANY INDIVIDUAL OR
ORGANIZATION WITHOUT
WRITTEN PERMISSION OF THE
WV DNR IS PROHIBITED. THE
INFORMATION HEREIN
REMAINS THE PROPERTY AND
ITS USE OR DISCLOSURE TO
OTHERS IS PROHIBITED FOR
ANY USE NOT AUTHORIZED
BY THE WV DNR.
SHEET TITLE:
SHEET NO.
10/28/2025 FIRST ISSUE
DESCRIPTION
C-1
STEEP SLOPE
ROOF DETAILS
C-1
HEADWALL FLASHING DETAILC-1
HEADWALL FLASHING DETAIL C-1
NON-VENTED RIDGE DETAILC-1
NON-VENTED RIDGE DETAIL
C-1
VENTED RIDGE DETAILC-1
VENTED RIDGE DETAILC-1
SIDEWALL FLASHING WITH TWO-PIECE COUNTERFLASHINGC-1
SIDEWALL FLASHING WITH TWO-PIECE COUNTERFLASHING
C-1
VENT PIPE PENETRATION DETAILC-1
VENT PIPE PENETRATION DETAIL
C-1
RAKE DETAILC-1
RAKE DETAIL
C-1
OPEN VALLEY DETAILC-1
OPEN VALLEY DETAIL
C-1
C-1
C-1
C-1
C-1
STEEP SLOPE TO LOW SLOPE TRANSITION DETAILC-1
STEEP SLOPE TO LOW SLOPE TRANSITION DETAIL
C-1
STEEP SLOPE
ROOF DETAILS
C-1
HEADWALL FLASHING DETAILC-1
HEADWALL FLASHING DETAIL C-1
NON-VENTED RIDGE DETAILC-1
NON-VENTED RIDGE DETAIL
C-1
VENTED RIDGE DETAILC-1
VENTED RIDGE DETAILC-1
SIDEWALL FLASHING WITH TWO-PIECE COUNTERFLASHINGC-1
SIDEWALL FLASHING WITH TWO-PIECE COUNTERFLASHING
C-1
VENT PIPE PENETRATION DETAILC-1
VENT PIPE PENETRATION DETAIL
C-1
RAKE DETAILC-1
RAKE DETAIL
C-1
OPEN VALLEY DETAILC-1
OPEN VALLEY DETAIL
C-1
C-1
C-1
C-1
C-1
STEEP SLOPE TO LOW SLOPE TRANSITION DETAILC-1
STEEP SLOPE TO LOW SLOPE TRANSITION DETAIL
W E S T
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D E P A R T M E N T
O F
N A T U R A L
R E S O U R C E S
T Y G A R T
L A K E
L O D G E
P A U L
E A S T
M A L O N E
R O A D
G R A F T O N W E S T
V
IR
G
IN
IA
THE INFORMATION CONTAINED
HEREIN IS OF A
PROPRIETARY NATURE AND IS
SUBMITTED IN CONFIDENCE
FOR USE BY THE CLIENTS
APPROVED BY THE WV DNR.
THE USE OF THESE
DOCUMENTS FOR ANY OTHER
PROJECTS, PURPOSE,
LOCATION, PUBLICATION,
REPRODUCTION OR
DISTRIBUTION IN WHOLE OR
PART, BY ANY INDIVIDUAL OR
ORGANIZATION WITHOUT
WRITTEN PERMISSION OF THE
WV DNR IS PROHIBITED. THE
INFORMATION HEREIN
REMAINS THE PROPERTY AND
ITS USE OR DISCLOSURE TO
OTHERS IS PROHIBITED FOR
ANY USE NOT AUTHORIZED
BY THE WV DNR.
SHEET TITLE:
SHEET NO.
10/28/2025 FIRST ISSUE
DESCRIPTION
C-2
LOW SLOPE
ROOF DETAILS
D-5
C-2
WALL FLASHING AT WOOD PANELING DETAILD-5
C-2
WALL FLASHING AT WOOD PANELING DETAILC-1
C-2
FLASHLESS METAL EDGE DETAILC-1
C-2
FLASHLESS METAL EDGE DETAILD-5
C-2
INSERT STYLE ROOF DRAIN DETAILD-5
C-2
INSERT STYLE ROOF DRAIN DETAIL D-5
C-2
TYPICAL MINERAL SURFACE DETAILD-5
C-2
TYPICAL MINERAL SURFACE DETAIL
C-2
TONGUE AND GROOVE DECKING PROFILE DETAILC-2
TONGUE AND GROOVE DECKING PROFILE DETAIL
C-2
INSIDE CORNER FLASHING DETAILC-2
INSIDE CORNER FLASHING DETAIL
1"
C-2
LOW SLOPE
ROOF DETAILS
D-5
C-2
WALL FLASHING AT WOOD PANELING DETAILD-5
C-2
WALL FLASHING AT WOOD PANELING DETAILC-1
C-2
FLASHLESS METAL EDGE DETAILC-1
C-2
FLASHLESS METAL EDGE DETAILD-5
C-2
INSERT STYLE ROOF DRAIN DETAILD-5
C-2
INSERT STYLE ROOF DRAIN DETAIL D-5
C-2
TYPICAL MINERAL SURFACE DETAILD-5
C-2
TYPICAL MINERAL SURFACE DETAIL
C-2
TONGUE AND GROOVE DECKING PROFILE DETAILC-2
TONGUE AND GROOVE DECKING PROFILE DETAIL
C-2
INSIDE CORNER FLASHING DETAILC-2
INSIDE CORNER FLASHING DETAIL
1"
| Project Manual - Cacapon Roof |
| 00 72 00 - GENERAL CONDITIONS |
| 01 25 00 - SUBSTITIONS |
| 01 26 00 - CONTRACT MODIFICATION PROCEDURES |
| 01 29 00 - PAYMENT |
| 01 31 00 - PROJECT MANAGEMENT AND COORDINATION |
| 01 32 00 - CONSTRUCTION PROGRESS DOCUMENTATION |
| 01 32 33 - PHOTOGRAPHIC DOCUMENTATION |
| 01 33 00 - SUBMITTALS |
| 01 40 00 - QUALITY REQUIREMENTS |
| 01 60 00 - PRODUCT REQUIREMENTS |
| 01 77 00 - CLOSEOUT PROCEDURES |
| Tygart Lake Lodge Bid Drawings |
| Tygart Lake Lodge Bid Drawings.vsdx |
| COVER PAGE |
| B-1 |
| B-2 |
| C-1 |
| C-2 |
File details come from the government source that posted it. Updated .