Attachment 4 - GT_STABLE_REROOF_PLAN-GT A-3.pdf
PDF 197 KB Posted
- Attached to
- Grey Towers Roof Repairs
- Solicitation number
- 12445525Q0008
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a roof plans drawing for the Grey Towers Stables Reroof project for the USDA Forest Service Eastern Region. The technical specifications detail a comprehensive roof replacement process involving multiple critical steps: (1) removing existing wood shingles down to transverse lathing, (2) installing 7/16" plywood sheathing, (3) applying ice and water shield underlayment, (4) covering the entire roof with ASTM-specified felt, and (5) installing new cedar shingles with 5" exposure. The roof has multiple slope configurations (12:12 and 6:12 slopes) and requires precise historic preservation techniques, including matching existing historic components exactly and obtaining Contracting Officer's Representative (COR) approval for any deviations. Additional requirements include installing cedar breather, w-valley and slope transition flashing, and carefully protecting and potentially repairing existing historic fascia, soffit, and trim elements.
View the file
Other files
Show all 15
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
NOTES:
1. CONTRACTOR TO REMOVE EXISTING WOOD
SHINGLES DOWN TO THE TRANSVERSE LATHING.
2. SET REMAINING NAILS ON TRANSVERSE LATHING.
3. SHEATH ENTIRE ROOF WITH 7
16 PLYWOOD
4. NAIL SHEATHING TO TRANSVERSE LATHING.
5. FOR ALL EXPOSED WOOD COMPONENTS,
CONTRACTOR SHALL MATCH EXISTING HISTORIC
COMPONENTS EXACTLY. OBTAIN PRIOR APPROVAL
FROM COR FOR ANY PROPOSED DEVIATION.
6. PROTECT ALL EXISTING HISTORIC FASCIA BOARD,
SOFFIT AND TRIM DURING ALL OPERATIONS.
7. REPAIR, RESTAIN AND REPLACE SECTIONS OF
SOFFIT, FASCIA AND TRIM AS REQUIRED. USE
PROFILE GAUGE TO GET EXACT PROFILE OF
CROWN MOLDING. GET APPROVAL FROM COR ON
PROFILE SHAPES AND QUANTITY TO BE REPLACED.
8. CONTRACTOR SHALL MEASURE AND VERIFY ALL
EXISTING HISTORIC COMPONENTS OF FASCIA AND
TRIM, AND BRING ANY INCONSISTENCIES TO THE
ATTENTION OF THE COR BEFORE PROCEEDING
WITH ANY REMEDIATION.
9. APPLY ICE AND WATER SHEILD UNDERLAYMENT PER
UNDERLAYMENT PLAN.
10. COVER ENTIRE ROOF WITH No. 30 ASTM D226 Type II OR No. 30 ASTM D4869 Type IV FELT, PER MFGS
INSTRUCTIONS
11. INSTALL W-VALLEY AND SLOPE TRANSITION
FLASHING PER THESE DRAWINGS AND SPECS.
12. INSTALL CEDAR BREATHER OVER ENTIRE ROOF.
13. INSTALL NEW CEDAR SHINGLES WITH 5" EXPOSURE.
14. INSTALL CEDAR RIDGE AND BREATHER PER THESE
DRAWINGS AND SPECS.
UNDERLAYMENT PLAN
= AREAS TO BE COVERED WITH ICE AND WATERSHIELD,
UNDER CONTINUOUS FELT LAYER
* ENTIRE ROOF TO BE COVERED WITH
ASTM D226 TYPE II OR ASTM D4869 TYPE IV FELT,
AFTER APPLICATION OF ICE AND WATERSHIELD.
UNDERLAYMENT PLAN
DIAGRAM, NTS 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 /24
0:
M
IC
HA
EL
W
EW
ER
KA
C
:\U
SE
RS
\M
IC
HA
EL
W
EW
ER
KA
\B
OX
\M
W W
OR
K
SP
AC
E\
GR
EY
T
OW
ER
S\
GT
_S
TA
BL
E_
RE
RO
OF
_P
LA
N.
DW
G;
R9
EASTERN REGION
GREY TOWERS
STABLES
REROOF
GREY TOWERS HISTORIC
SITE
GREY TOWERS
ROOF PLANS
8/3/24
MEW
MEW
SMHW
24-ENG-WGTH-85
A-3 3 5
DIAGRAM OF ROOF PLANES
12:12 SLOPE
12:12 SLOPE
6:12 SLOPE
6:
S
LO
PE
:1
SL
O
PE
:1
SL
O
PE
DIAGRAM SHOWING APPROXIMATE
SLOPES AND DIMENSIONS OF
ROOF PLANES, VALLEYS AND SLOPE
TRANSITIONS. CONTRACTOR TO
FIELD VERIFY ALL DIMENSIONS.
NTS
SMALL SECTION
UNDER GABLE END
REPLICATE EXISTING FLASHING DETAILS
AutoCAD SHX Text 7'-6"
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
| Sheets and Views |
| GT A-3 |
File details come from the government source that posted it. Updated .