Attach 02 Long Barn - Plans.pdf
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VICINITY MAP
TRAVEL DIRECTIONS: From Sonora, CA, head south on Washington Street for 1.1 mi, then turn left and head east on CA Hwy 108 for 17.4 mi, the turn right and head east on Long Barn Road for 0.6 mi, then turn left to reach the project site at the Forest Service Long Barn Engine Garage.
SHEET OF
United States Department of Agriculture Forest Service
1 12
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
FOREST SUPERVISOR
DISTRICT RANGER
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Long Barn Engine Garage Modification
CALIFORNIA
TUOLUMNE COUNTY
STANISLAUS NATIONAL FOREST
(R05) PACIFIC SOUTHWEST REGION
SCALE: N.T.S
MAP DATA: GOOGLE MAPS, MAR 2020
Index of Sheets Sheet No. Sheet Title
1 Cover Sheet G1 Site Map
G2 Notes & Abbreviations G3 Summary of Estimated Quantities
C1 Plan View C2 Elevation Views C3 Elevation Views C4 Column Extensions
C5 Detail - Column Extensions and Connections
C6 Detail - Column Extensions and Connections
C7 Lifted Wall Sections C8 East Exterior Elevation
TIMOTHY
HUGHES
Digitally signed by TIMOTHY
HUGHES
Date: 2020.04.09 16:18:43 -07'00'
RAYMOND
CABLAYAN
Digitally signed by RAYMOND
CABLAYAN
Date: 2020.04.09 17:02:58 -07'00'
JASON KUIKEN
Digitally signed by JASON
KUIKEN
Date: 2020.04.10 11:15:10 -07'00'
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05 Pacific Southwest Region
Long Barn Engine Garage Modification
Stanislaus National Forest
Mi-Wok District
Site Map
AC
AC
TH
PROJECT SITE, FOREST SERVICE
LONG BARN STATION
CA-HWY 108
M
I
T
O
S
O
N
O
R
A
C
A
X
FROJECT 1~A~~E
4/09/2020
G1
/1'4~-;9 12
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05 Pacific Southwest Region
Long Barn Engine Garage Modification
Stanislaus National Forest
Mi-Wok District
Notes & Abbreviations
AC
AC
TH
Abbreviations:
General Notes:
AB
AC
BOA
BOP
CB
CMP
CO
CONST
CP
CY
EOA
EOP
ER
EXIST
HMA
IB
LF
LOD
LS
LVC
MAINT
MP
PC
PI
PT
PVI
RECONST
SF
STA
SY
TYP
WB
AGGREGATE ROAD BASE
ASPHALT CONCRETE
BEGINNING OF ALIGNMENT
BEGINNING OF PROJECT
CATCH BASIN
CORRUGATED METAL PIPE
CONTRACTING OFFICER
CONSTRUCT OR INSTALL FEATURE
CONTROL POINT
CUBIC YARD
END OF ALIGNMENT
END OF PROJECT
ENGINEERING REPRESENTATIVE
EXISTING FEATURE
HOT MIX ASPHALT
INLET BASIN
LINEAR FOOT
LEAD OFF DITCH
LUMP SUM
LENGTH OF VERTICAL CURVATURE
MAINTAIN EXISTING FEATURE
MILEPOST
POINT OF CURVATURE
POINT OF INTERSECTION
POINT OF TANGENCY
POINT OF VERTICAL INTERSECTION
RECONSTRUCT EXISTING FEATURE
SQUARE FOOT
STATION
SQUARE YARD
TYPICAL
WATERBAR
DX
Detail Reference Symbol
Detail number
Sheet number on which detail is drawn
1. This is a public works contract. Davis-Bacon prevailing wages apply.
2. All dimensions are in the imperial system. U.S. feet and inches.
3. The contractor is responsible for all project safety and safety compliance.
4. Specifications: 'Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-14' (FP-14) or its applicable 'Forest Service Supplemental Specification' (FSSS).
5. The contractor shall submit a construction schedule in accordance with the contract to the C.O. for approval prior to the start of work.
6. Required work not specified in the schedule of items shall be considered incidental to other pay items.
7. Before any excavation activities begin, the contractor shall contact a service to locate any buried utilities. USA 1-800-227-2600, the national 811 number, or the website http://www.call811.com.
8. Equipment, for this project, if driven on state or county roads shall be currently licensed.
9. All work shall be in compliance with the best management practices described in the Region 5 Forest Service Soil and Water
Conservation Handbook, dated December 2011, and the National Best Management Practices for Water Quality Management on National Forest System Lands, dated April 2012.
PROJECT NAME
4/09/2020
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05 Pacific Southwest Region
Long Barn Engine Garage Modification
Stanislaus National Forest
Mi-Wok District
Summary of Estimated Quantities
AC
AC
TH
SUMMARY OF ESTIMATED QUANTITIES
Item Number
Item Description
Unit
Estimated
Quantities
Remarks and/or Determination of Estimated Quantity
1 Steel
1.1 Steel column extensions LB 375
Estimated unit weight of 492 lb/cuft
1.2
Steel bolts, 3/4" diameter
EA 68
1.3
Steel bolts, 1/2" diameter
EA 40
2 Wall Extension
2.1
2" x 4" Lumber, grade standard or better
LF 491
16" o.c., single top plate
2.2
Buildilng Insulation, R21 SQFT
2.3
5/8" Gypsum board SQFT
2.4
Exterior Metal Siding, 26 guage SQFT
Utility and Electrical
3.1
Wiring extensions
LS 1
3.2 Panel relocation LS 1
4 Overhead Sectional Doors EA 2
11'x12', includes all associated work
5 OPTION - Interior Paint
SQFT
OPTION - Replace Electric Heaters
EA 3
Note: This summary does not include estimated quantities for items that will be demolished and replaced by the contractor in order to facilitate the required work, due to variation in methods. Replacement of demolished items is incidental to the required work, and should be factored into the contractor's bid.
PROJECT NAME
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C4
C4
C4
C4
C4
C4
C4
C4
C3
C2
C2
C3
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05 Pacific Southwest Region
Long Barn Engine Garage Modification
Stanislaus National Forest
Mi-Wok District
Plan View
AC
AC
TH
Scale: 3/16" = 1'-0"
Building - Plan View
Work Notes:
1. General scope of the project includes, but is not limited to: Disconnect existing utilities/lighting, expose column to roof girder connections, stabilize column connections, disconnect column connections, raise building roof, insert column risers, connect column risers to existing columns and to existing roof girders, install new interior wall extension, reconnect existing utilities/lighting, install new exterior metal siding, replace interior electrical heaters (optional bid item), and replace sectional overhead doors and frames.
2. Demolition: Demolish existing building components as needed to carry out the work required for this project. This may include gypsum board assemblies, light lumber framing, building insulation, cutting horizontal steel members, and all associated hardware.
Demolished materials shall be removed and disposed off Federal land.
3. Furnish and install building components to replace demolished items after column extensions. Match existing type and quality and refer to the project specifications. Conform new components around size and shape of column extensions and new sectional overhead doors.
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(E) Electrical connection
(E) Electrical panel, interior
(E) Sectional overhead doors
10' x 10'
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05 Pacific Southwest Region
Long Barn Engine Garage Modification
Stanislaus National Forest
Mi-Wok District
Elevation Views
AC
AC
TH
Scale: 1/4" = 1'-0"
West - Exterior Elevation - Existing
Scale: 1/4" = 1'-0"
East - Exterior Elevation - Existing
PROJECT NAME
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C2
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(E) Door and window placement varies based on the building side
Roof lift point
(E) Roof girder typ.
Roof lift point Roof lift point
(E) Roof purlin
(E) Lighting
(E) Column typ.
(E) Electrical panel. Shutoff power and disconnect ceiling lighting before lifting.
Relocate panel to accommodate new overhead doors.
(E) Replace
Overhead doors. See sheet C8
(N) OPTION ITEM: Electric heater, typ.
Remove all existing and replace with new electric heater. See specification for product information.
Disconnect lighting before lifting, typ. Reconnect after installing column extensions. Contractor to extend lighting connections if necessary.
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05 Pacific Southwest Region
Long Barn Engine Garage Modification
Stanislaus National Forest
Mi-Wok District
Elevation Views
AC
AC
TH
Scale: 1/4" = 1'=0"
Interior Elevation - Typical
Scale: 1/4" = 1'-0"
Exterior Elevation - Typical
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(E) Column
(E) Roof Girder
(N) Extension column
C5
C5
(N) Extension column connection, typ.
(N) Extension column
C5
C5
(N) Extension column connection, top
C5
(N) Extension column connection, bottom
(E) Column
(E) Roof Girder
(E) Column
(E) Roof Girder
(N) Extension column
C6
C6
(N) Extension column connection, top
C6
(N) Extension column connection, bottom
C6
C6
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05 Pacific Southwest Region
Long Barn Engine Garage Modification
Stanislaus National Forest
Mi-Wok District
Column Extensions
AC
AC
TH
Scale: 3/4" = 1'-0"
Extension - Column, Corners
Scale: 3/4" = 1'-0"
Extension - Column, Center Girder
Scale: 3/4" = 1'-0"
Extension - Column, Ends, Center
Work Notes:
1. Contractor to verify all dimensions prior to steel fabrication.
2. All steel shapes to meet ASTM A 36 specification.
3. Furnish new bolts and nuts for all connections.
3.1. All steel bolts to meet ASTM F3125 specification.
Existing
New
Existing
New
Existing
New
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2'-1"
2'
4.76°
C5
C5
4.76°
5"
Ø typ.
'-2
'-4
4.76°
4.76°
C5
C5
6"
2'-2
1'-9
Ø
" typ.
6"
2'-4
1'-11
7"
Ø
Note 1
Note 1
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05 Pacific Southwest Region
Long Barn Engine Garage Modification
Stanislaus National Forest
Mi-Wok District
Detail - Column Extensions and
Connections
AC
AC
TH
Scale: 1-1/2" = 1'-0"
Extension - Column, Corners
Scale: 3" = 1'-0"
Column, Corners - Connection
Scale: 1-1/2" = 1'-0"
Extension - Column, Side, Center
Scale: 1-1/2" = 1'-0"
Column, Side, Center - Bottom Connection
Scale: 1-1/2" = 1'-0"
Column, Side, Center - Top Connection
Work Notes:
1. Contractor to verify all dimensions prior to steel fabrication.
2. All steel shapes to meet ASTM A 36 specification.
3. Furnish new bolts and nuts for all connections.
3.1. All steel bolts to meet ASTM F3125 specification.
Note:
1. Indicated bolt holes are new, to be drilled into bottom flange of the existing girder.
1.1. Non-indicated holes are existing in the bottom flange of the girder.
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3"
1"
4"
2'-0
9"
8"
Ø
" typ.
2'-1"
C6
4"
9"
5"
6"
Ø
" typ.
1'
1"
(E) Roof Girder
(N) Column extension
Ø
" typ.
Note 1
(E) Roof girder
(E) Roof girder
(N) Column extension
(N) Bolt connections
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05 Pacific Southwest Region
Long Barn Engine Garage Modification
Stanislaus National Forest
Mi-Wok District
Detail - Column Extensions and
Connections
AC
AC
TH
Scale: 1-1/2" = 1'-0"
Extension - Column, End, Center
Scale: 3" = 1'-0"
Column, End, Center - Bottom Connection
Scale: 3" = 1'-0"
Column, End, Center - Top Connection
Scale: 3" = 1'-0"
Column, End, Center - Top View
Work Notes:
1. Contractor to verify all dimensions prior to steel fabrication.
2. All steel shapes to meet ASTM A 36 specification.
3. Furnish new bolts and nuts for all connections.
3.1. All steel bolts to meet ASTM F3125 specification.
Note:
1. Indicated bolt holes are new, to be drilled into the web of the existing column.
1.1. Non-indicated holes are existing in the web of the column.
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(N) Lifted wall section
C7
(N) Overlap new metal siding 6" minimum
(N)
Gypsum board assembly
(N) 2"x4" wood stud framing, grade standard and better, 16" o.c.
(N)
Insulation, Fiber blanket/batt
R21
(N) Metal
Wall
Panels
Overlap new siding 6" minimum
Attach to existing interior wall, 16d nail 16" o.c. Also install
" bolt 48" o.c. with washer on both sides of wood.
(N) 2"x4" bottom plate
(N) Interior wall extension
Typ.
(N) Metal wall panels
(E) Metal siding
(N) Column extension
(E) Roof girder
(E) Preserve existing roof insulation. Replace with R38 insulation if damaged during lifting
(E) Eave strut
(E) Metal roof
See note 1
Overlap new siding
6" minimum
(E) Roof purlin
(N) 2"x4" top plate, single
See note 2
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05 Pacific Southwest Region
Long Barn Engine Garage Modification
Stanislaus National Forest
Mi-Wok District
Lifted Wall Sections
AC
AC
TH
Scale: 1/4" = 1'-0"
South - Exterior Elevation - Lifted
Scale: 3" = 1'-0"
Lifted Wall Section - Typical
Scale: 1-1/2" = 1'-0"
Lifted Wall Section - Roof Intersection - Typical
Work Notes:
1. Interior wall height extension will vary. Height to be from top of existing interior wall to bottom of existing roof insulation. Height is expected to be approximately
2'-1".
2. OPTION ITEM: Painting of new interior gypsum wall assemblies.
Work Notes:
1. Match existing siding connection type and spacing.
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(N) Lifted wall section
C7
(N) Overlap new metal siding 6" minimum
(E) Rollup door 10' x 10'
Remove metal frame, door, and all associated hardware.
(N) Rollup door 12' height x11' width, typ. Install new metal door frame, door and all associated hardware. Door frame and roll up mechanism to be a contractor submittal.
Connect new door frame to existing steel structural components.
(N) Relocate interior electrical panel to accommodate new door frame
(N) Relocate interior wood framing to accommodate new door frame.
Demolish and remove existing gypsum board, insulation and framing.
Install new wood framing, insulation and gypsum board around new overhead door frames.
(N) Cut horizontal steel bracing, typ., to accommodate new door frame. Connect horizontal steel to new door frame.
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05 Pacific Southwest Region
Long Barn Engine Garage Modification
Stanislaus National Forest
Mi-Wok District
East Exterior Elevation
AC
AC
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Scale: 1/4" = 1'-0"
East - Exterior Elevation - Lifted
,--71~==7 I I
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| Long Barn - Plans - Title Sheet Signed.pdf |
| Sheets and Views |
| 1-Title Sheet - 17x11 |
File details come from the government source that posted it. Updated .