C04_Drawings_1240LT26Q0163.pdf
PDF 4 MB Posted
- Attached to
- DNF Duck Creek Bunkhouse Roof Repairs
- Solicitation number
- 1240LT26Q0163
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a set of architectural construction drawings for roof repairs to the Duck Creek Bunkhouse located on the Dixie National Forest in Cedar City Ranger District, Utah, under the USDA Forest Service Intermountain Region 4.
The project scope encompasses repairs to a standing seam steel roof system, with two primary damage sites identified. Site 1 requires removal and replacement of damaged metal roofing and underlying sheathing, with new materials matching the existing roof profile, finish, and fastening system. Site 2 involves removal and replacement of damaged roof-edge components including fascia, trim, gable elements, and any affected truss members. The contractor is responsible for verifying the full extent of damage on-site and notifying the Contracting Officer Representative (COR) of any unforeseen conditions before proceeding. The drawings specify investigation of water intrusion sources and removal/replacement of all moisture-damaged materials including insulation and drywall to prevent mold. The bunkhouse features pre-manufactured trusses at 16-inch on-center spacing, R-38 insulation with vapor barriers, 5/8-inch plywood sheathing, and 24-gauge standing seam galvanized steel roofing over 30-pound roofing paper and ice dam membrane. The repair details require matching existing construction standards including vented soffits, fascia with drip edges, vertical siding over Tyvek building wrap, and proper flashing at all eaves and valleys. A proposed staging area must be approved on-site by the COR prior to work commencement.
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Other files
| File | Type | Posted |
|---|---|---|
| C05_Q and A_1240LT26Q0163.pdf | ||
| C04_SOW_1240LT26Q0163.pdf | ||
| C04_SOI_1240LT26Q0163.xlsx | XLSX spreadsheet | |
| C04_Wage Determination_1240LT26Q0163.pdf | ||
| C04_CSS_Commercial Construction_1240LT26Q0163.pdf |
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© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © Mapbox
BUNKHOUSE
PROJECT LOCATION
ON FRONT OF HOUSE
VISITOR
CENTER
NO DAMAGE ON OTHER SIDES OF HOUSE
PROPOSED STAGING AREA
TO BE APPROVED ON SITE BY COR
PRIOR TO WORK COMMENCING
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/5 /26
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REGION 4
INTERMOUNTAIN REGION
DUCK CREEK
BUNKHOUSE
ROOF REPAIRS
DIXIE NATIONAL FOREST
CEDAR CITY RANGER DISTRICT
SITE PLAN
6/23/26
KL
KL
SO
C1 2 5
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8' -0
CEILING LINE
6' -4
RIDGE LINE
STANDING SEAM STEEL ROOFING
SOFFITT/CEILING LINE
8' -0
4'
-3
8' -0
4'
-3
RIDGE LINE
SOFFIT/CEILING LINE
NORTH ELEVATION (NTS)
WEST ELEVATION (NTS)
SITE 1 DAMAGE SITE 2 DAMAGE SITE 2 DAMAGE
NOTES:
SITE ONE DAMAGE- REMOVE AND REPLACE DAMAGED METAL ROOFING AND UNDERLYING SHEATHING. INSTALL NEW MATERIALS MATCHING THE EXISTING ROOF PROFILE, FINISH, AND FASTENING SYSTEM. CONTRACTOR TO VERIFY EXTENT OF DAMAGE ONSITE AND
SHALL NOTIFY COR OF ANY UNFORESEEN CONDITIONS PRIOR TO CONTINUING WORK
SITE TWO DAMAGE- REMOVE AND REPLACE DAMAGED ROOF-EDGE COMPONENTS, INCLUDING BUT NOT LIMITED TO FASCIA, TRIM, GABLE ELEMENTS AND ANY AFFECTED TRUSS MEMBERS. INSTALL NEW MATERIALS MATCHING EXISTING CONSTRUCTION. CONTRACTOR TO VERIFY EXTENT OF DAMAGE ONSITE AND SHALL NOTIFY COR OF ANY UNFORESEEN CONDITIONS PRIOR TO CONTINUING WORK
SEE SHEET D1 FOR MORE DETAILS
SEE SHEET D1 FOR MORE DETAILS
THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ANY STRUCTURAL DAMAGE OBSERVED DURING REPAIR ACTIVITIES. UPON DISCOVERY, THE CONTRACTOR SHALL IMMEDIATELY HALT WORK WORK IN THE AFFECTED AREA AND PROVIDE WRITTEN
RECOMMENDATIONS FOR REVIEW AND APPROVAL
CONTRACTOR SHALL INVESTIGATE ALL SOURCES OF RECENT WATER INTRUSION AND SHALL REMOVE AND REPLACE ANY MOISTURE-DAMAGED MATERIALS, INCLUDING INSULATION AND DRYWALL TO PREVENT MOLD. ALL WORK SHALL BE COORDINATED WITH THE ROOFING SCOPE, AND CONTRACTOR SHALL VERIFY FULL WEATHERPROOFING BEFORE CLOSING INTERIOR ASSEMBLIES.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/5 /26
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REGION 4
INTERMOUNTAIN REGION
DUCK CREEK
BUNKHOUSE
ROOF REPAIRS
DIXIE NATIONAL FOREST
CEDAR CITY RANGER DISTRICT
ELEVATIONS
NORTH & SOUTH
6/23/26
KL
KL
SO
C2 3 5
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/5 /26
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REGION 4
INTERMOUNTAIN REGION
DUCK CREEK
BUNKHOUSE
ROOF REPAIRS
DIXIE NATIONAL FOREST
CEDAR CITY RANGER DISTRICT
FLOOR PLAN
6/23/26
KL
KL
SO
C3 4 5
SHEET NOTES:
1. HATCHED AREA INDICATES GENERAL LOCATION OF OBSERVED WATER INTRUSION FROM RECENT RAINSTORM
2. CONTRACTOR TO VERIFY FULL EXTENT OF MOISTURE IMPACT IN FIELD; LIMITS SHOWN ARE APPROXIMATE
3. INVESTIGATE POTENTIAL WATER ENTRY POINTS IN COORDINATION WITH ROOFING REPAIRS
4. CONTRACTOR SHALL NOTIFY COR OF ANY UNFORESEEN CONDITIONS PRIOR TO COMMENCING WORK
5. VERIFY FULL WEATHERPROOFING BEFORE CLOSING AFFECTED ASSEMBLIES
NO DAMAGE ON "B" SIDE OF BUNKHOUSE
POTENTIAL MOISTURE AFFECTED AREA.
VERIFY EXTENT OF DAMAGE-REMOVED AND
REPLACE DAMAGED MATERIALS
POTENTIAL MOISTURE AFFECTED AREA.
VERIFY EXTENT OF DAMAGE-REMOVED AND
REPLACE DAMAGED MATERIALS
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FLOOR PLAN
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VESTIBULE
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STORAGE
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LAUNDRY
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MECHANICAL
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RECREATION
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HALL/LAV
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TOILET
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BEDROOM 1
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BEDROOM 2
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SHOWER/TOILET
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HALL/LAV
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KITCHEN/DINING
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R-38 INSULATION W/
VAPOR BARRIER
STANDING SEAM METAL ROOFING
PRE-MANUFACTURED
TRUSSES @ 16" O.C.
PRE-MANUFACTURED
FILL-IN TRUSSES
REQUIRED DRAFT STOP
PROVIDE NAILERS ON TRUSS @ 24" O.C
ROOF SHEATHING IS CONTINUOUS
UNDER OVER-BUILD ROOF TRUSSES
PRE-MANUFACTURED
TRUSSES @ 16" O.C.
VERTICAL SIDING
GABLE END TRUSS W/
NAILERS FOR 58" PLYWD
SHEATHING & BLOCKED
OPENING FOR
REQUIRED GABLE VENT
2 X 8 #2 df
FASCIA
W/24 GA.
PRE-FINISHED
FLASHING/FASCIA
W/ DRIP
SIMPSON A35
FRAMING ANCHORS
SIDING OVER "TYVEK" BUILDING WRAP
OVER 12" PLYWOOD SHEATHING (USE "J"
CHANNEL AT SOFFIT)
PERFORATED SOFFIT (TYP)
2X8 FASCIA W/ FULL METAL
FASCIA W/ DRIP EDGE (WRAP
METAL FASCIA AROUND
BOTTOM EDGE OF 2 X 8)
2X LOOKOUT RAFTERS (MATCH
TOP CHORD OF TRUSS)
2X BLOCKING- 1 SIZE SMALLER THAN
LOOKOUT RAFTERS @ SOFFIT VENTS
STEEL STANDING SEAM ROOF
GABLE END TRUSS
PER MANUFACTURER
2X8 FASCIA W/ 24 GA.
STEEL PANELS
WALL PLATE BELOW (TYP)
2X LOOKOUT RAFTERS
(MATCH TOP CORD OF
TRUSS) @ 16" O.C.
2 X 8 FASCIA W/ FASCIA
PANEL PER ROOFING
MANUFACTURER (TYP)
RIDGE LINE
2X RIDGE BLOCKING (1
SIZE LARGER THAN TOP
CHORD OF TRUSS)
2X VALLEY BLOCKING
(MATCH TRUSS TOP CHORD)
ICE DAM MEMBRANE
VALLEY FLASHING
OVER-BUILD TRUSSES (TYP)
24 GA. STANDING SEAM STEEL ROOF OVER 30 LB
ROOFING PAPER OVER 58" PLYWOOD W/ROOF
PANEL INDEX OF 16 (ALL EVES AND VALLEYS
SHALL RECEIVE A MIN. 6' WIDE ICE DAM
MEMBRANE PRIOR TO ROOFING PAPER
30 LB ROOFING PAPER
R-38 CEILING INSUL. REQ'D
TO EXT. FACE OF EXT. WALL
RIDGE LINE
5 18" X 9" GLU-LAM BEAM BELOW
PERF SOFFIT @ EAVES
SOLID SOFFITT ABOVE ENTRY
GABLE END TRUSS PER MANUFACTURER
5 18" X 9" GLU-LAM BEAM BELOW
2 X 8 W/ FULL METAL
FASCIA W/ DRIP EDGE
GABLE END TRUSS
SIMPSON A35
FRAMING ANGLE
@ 2'-0" O.C @
TOP PLATE
SOFFIT & TRIM
SIDING EDGE TRIM
VERT. SIDING W/ RIBS @ 4" O.C. OVER 12"
SHEATHING OVER GABLE END TRUSS
(COLOR OF SIDING TO MATCH VINYL SIDING)
SIDING "J" CHANNEL W/ 14" HOLES DRILLED IN
BOTTOM @ 6" O.C. FOR DRAINAGE EXTEND
"J" CHANNEL 14" BEYOND SOFFIT TRIM FOR
DRIP EDGE
STANDING SEAM STEEL ROOFING
OVER #30 ROOFING PAPER OVER
6' WIDE ICE DAM SHIELD LAPPED
6" AT ALL JOINTS OVER 58" PLWD
SHEATHING 24 GA. PRE-FINISHED
EDGE FLASHING/FASCIA W/DRIP
SIMPSON MTS16 (BASED ON
8" TRUSS HEEL- ADJUST
SIZE FOR TRUSS SUPPLIED)
VENTED SOFFIT W/
J-CHANNEL @ 2 X 8 FASCIA
AND WALL SHEATHING
4" SIDING OVER 1 LAYER
"TYVEK" BUILDING WRAP
OVER 12" PLYWD SHEATHING
(TYP)
PRE-MANUFACTURED TRUSS
PRE-FAB INSUL. SPACER 2" BELOW
SHEATHING INSTALL IN ALT. TRUSS BAYS
2 X 6 BLOCKING IN TRUSS BAYS W/
PRE-FAB INSUL. SPACERS (2X8
BLOCKING ELSEWHERE)
R-38 INSULATION
SIMPSON MTS16 (BASED ON 8" TRUSS
HEEL- ADJUST SIZE FOR TRUSS SUPPLIED
STANDING SEAM GALV. STEEL ROOFING
24 GA. PRE- FINISHED EDGE
FLASHING/FASCIA W/ DRIP
5 18" X 9" GLU-LAM BEAM SIMPSON CCO68 WELDED
TO TOP OF TS POST W/ 4- 34" M.B @ BEAMS
TS 4" X 4" X 14"
PRE- MANUFACTURED TRUSS
2 X 4 BLOCKING
SOLID SOFFIT
ENCLOSE EXPOSED BEAM. BEAM ENDS AND
CONNECTORS W/ SHEET ALUM. MATCHING FASCIA
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
8/5 /26
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REGION 4
INTERMOUNTAIN REGION
DUCK CREEK
BUNKHOUSE
ROOF REPAIRS
DIXIE NATIONAL FOREST
CEDAR CITY RANGER DISTRICT
DETAIL SHEET
6/23/26
KL
KL
SO
D1 5 5
SHEET NOTES:
1. DETAILS ARE FOR REFERENCE WHEN REPLACING DAMAGED ROOF AREAS ONLY
2. NOT ALL MATERIALS ARE TO BE REPLACED; APPLY DETAILS ONLY WHERE REPAIRS OCCUR
3. USE DETAILS FOR PARTIAL REPLACEMENT ONLY; MAINTAIN EXISTING MATERIALS WHERE SOUND
4. DETAILS SHOWN REPRESENT TYPICAL REPAIR CONDITIONS, NOT FULL ROOF REPLACEMENT.
POTENTIAL
MOISTURE
AFFECTED AREA
VERIFY EXTENT
OF DAMAGE
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| DC Bunkhouse Roof Repairs-Plans |
| 1-DC Bunkhouse Roof Repairs-SITE PLAN.pdf |
| Sheets and Views |
| SITE PLAN |
| 2-DC Bunkhouse Roof Repairs-ELEVATIONS- NORTH & WEST.pdf |
| Sheets and Views |
| ELEVATIONS- NORTH & WEST |
| 3-DC Bunkhouse Roof Repairs-FLOORPLAN.pdf |
| Sheets and Views |
| FLOORPLAN |
| 4-DC Bunkhouse Roof Repairs-DETAILS-1.pdf |
| Sheets and Views |
| DETAILS-1 |
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