2025-11_Historic_Campbell_Station_Inn_Interior_Renovation_Phase_CD_Drawings.pdf
PDF 12 MB Posted
- Solicitation number
- 2025-11
- Issued by
- Knox County, Tennessee
About this file
The document is a comprehensive set of architectural and engineering construction drawings for the Campbell Station Inn Interior Renovation Phase, prepared by Brewer Ingram Fuller Architects Inc. for the Town of Farragut, Tennessee. The project involves a detailed interior renovation of the historic Avery Russell House, located at 11409 Kingston Pike, and includes architectural, structural, mechanical, electrical, plumbing, and fire protection plans for both the lower and upper levels. The drawings provide extensive documentation for a phased renovation, including floor plans, ceiling plans, electrical layouts, HVAC configurations, door and finish specifications, and structural details. The project aims to preserve historical elements while updating the building's interior systems and functionality.
The renovation drawings indicate a meticulous approach to maintaining the historical integrity of the building, with specific notes about preserving original architectural features like wood flooring, plaster walls, trim, and decorative elements. The plans show provisions for accessibility upgrades, modern mechanical and electrical systems, and careful restoration of original architectural details. While the exact budget is not specified in the drawings, the level of detail suggests a comprehensive and potentially significant investment in preserving this historic property. The project appears to be funded through municipal sources, with a focus on maintaining the architectural and historical character of the Campbell Station Inn while bringing its internal systems and spaces up to contemporary standards.
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Bedinger Consulting Engineers, P.C.
5641 Merchants Center Blvd., Suite A104
Knoxville, TN 37912
(865) 637-8339 breweringramfuller.com
Plumbing
Architectural
865-525-2707 fax 865-637-1532
Cherokee Mills 111 N. Concord Street
Project Number
Structural
General
Knoxville, TN 37919
Electrical
Fire Protection
Owner
Codes and Standards
Zoning
(865) 584-6532 Knoxville, TN 37919
110 Forest Court Bender & Associates Structural Engineers, LLC
Structural
Mechanical / Fire Protection
Electrical
Vreeland Engineers, Inc.
3107 Sutherland Avenue
Knoxville, TN 37939
(865) 637-4451
Construction Documents
Date
Abbreviations
Drawing Index Project Data Consultants Project Address
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E Interior Renovation Phase
Mechanical
Building Data - Construction and Occupancy
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
Interior Renovation Phase
THIS DOOR
TO REMAIN
UNLOCKED
WHEN
BUILDING IS
OCCUPIED
http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com
JOINT
WIDTH V.I.F.
COMPRESS FINAL 1/4"
PACKING - TOOL TO
MATCH SEQUENCE
AND PROFILE OF
EXISTING
1/4" MAX. COMPACTED MORTAR LAYERS
- ALLOW EACH TO REACH THUMBPRINT
HARDNESS PRIOR TO APPLYING NEXT
LAYER; DO NOT TOOL INTERMEDIATE
LAYERS - LEAVE SURFACE ROUGH TO
IMPROVE BOND
CUT BACK OF
JOINTS SQUARE
EXISTING SOUND
MORTAR
EXISTING
MASONRY
NOTIFY ARCHITECT IF MORTAR IS
DEFECTIVE AT SPECIFIED DEPTH
REPOINT DEPTH
2-1/2 TIMES
JOINT WIDTH OR 1-1/4"
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
Interior Renovation Phase http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com http://www.ketiv.com
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
Interior Renovation Phase
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
Interior Renovation Phase
GYP. BRD.
(2) 2x6 WOOD STUDS 6" 6"
2x4 WOOD STUDS
M
IN
IM
U M
O V
ER
H
EA
D
8"
LO
A D
IN
G H
EI
G H
T
FL
O
O R T
O F
LO
O
R V .I.
F)
7' -8
/8
LO
A D
IN
G H
EI
G H
T
FINISHED HOISTWAY
3'-1"
CLEAR CAR INSIDE
2'-6" 2"5"
1'-8"
6" 6"
D O
O R O
PE
N
IN
G
C
LE
A R
6" 6"
6" CONC. FLOOR SLAB W/
EDGE DOWELS & CONT. V.B. -
SEE STRUCTURAL
6' -8
/8
B.
O . J
O
IS
T (V
.I.
F.
(2) LVL @
1-3/4" x 11-7/8"
RIPPED TO
MATCH EXIST.
JOIST DEPTH -
5/
8"
C
LR
. B .O
. D
EC
K V .I.
F.
FL
O
O R T
O F
LO
O
R V .I.
F.
0"
HOISTWAY DOORS
TRACK
RATED MACHINE
ACCESS DOOR
(REQ'D)
1-HOUR ASSEMBLY
GA #WP 3510
1-HOUR ASSEMBLY
GA #FC 5529
FIRE CAULK JOINT AT FLOOR, TYP.
3"
C
LE
A R
D O
O R O
PE
N
IN
G
3"
COORDINATE
LOCATION W/
HOISTWAY &
EQUIPMENT
GA FILE NO. WP 3510
1 HOUR FIRE
WOOD STUDS, GYPSUM WALLBOARD
ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE
APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2x4 WOOD STUDS 24" O.C. WITH 6d COATED NAILS. 1-7/8" LONG, 0.0915" SHANK, 1/4"
HEADS, 7" O.C. JOINTS STAGGERED 24" ON OPPOSITE SIDES.
2'-0"
WOOD JOISTS, GYPSUM WALLBOARD
BASE LAYER: 5/8" TYPE 'X' GYPSUM PANELS APPLIED AT RIGHT ANGLES TO
2x10 WOOD JOISTS @ 24" O.C. WITH 1-1/4" DRYWALL SCREWS 24" O.C.
FACE LAYER: 5/8" TYPE 'X' GYPSUM PANELS APPLIED PERPENDICULAR TO
JOISTS THROUGH BASE LAYER WITH 1-7/8" TYPE W OR S SCREWS 12" O.C. AT
JOINTS AND INTERMEDIATE JOISTS. FACE LAYER JOINTS OFFSET 24" FROM
BASE LAYER JOINTS, 1-1/2" TYPE G DRYWALL SCREWS PLACED 2" BACK ON
EITHER SIDE OF FACE LAYER END JOINTS 12" O.C. WOOD JOIST SUPPORTING
1/2" PLYWOOD WITH EXTERIOR GLUE APPLIED PERPENDICULAR TO TOP OF
JOISTS WITH 8d NAILS.
GA FILE NO. FC 5529
1 HOUR FIRE
FIRE RATED CONSTRUCTION
1.
2.
3.
4.
FIRESTOP ALL OPENINGS AND PENETRATIONS AROUND PIPES,
CONDUITS, AND DUCTS THROUGH RATED WALLS, CEILING, AND
FLOORS WITH APPROVED NON-COMBUSTIBLE MATERIAL
INDICATED IN SPECIFICATIONS. INSTALLED MATERIAL SHALL
PREVENT THE PASSAGE OF FLAMES AND HOT GASES WHEN
SUBJECTED TO ASTM E-199 TIME-TEMPERATURE FIRE
CONDITIONS.
EXTEND GYPSUM BOARD ON BOTH SIDES OF WALLS AND
PARTITIONS UP TO TOP PLATE/RUNNER TO PROVIDE FIRE STOP.
EXTEND GYPSUM BOARD ON BOTH SIDES OF WALLS AND
PARTITIONS UP TO TOP PLATE/RUNNER TO PROVIDE FIRE STOP.
FIRESTOP ALL PENETRATIONS.
AT ALL FIRE-RATED WALLS, PROVIDE LABELS ABOVE CEILING
LINES AND IN CONCEALED SPACES AT APPROX. 20'-0" O.C., IN
3/4" MIN. HIGH RED LETTERS THE FOLLOWING: "FIRE AND SMOKE
BARRIER-PROTECT ALL OPENINGS".
6"6"
1/
4" C
LE
A R I N
SI
D
E 2'
-6
1/
4" 2'
-6
C
LE
A R D
O O
R O
PE
N
IN
G
2"5"
2" 1 1/2" 1 1/2"
CLEAR CAR INSIDE
2'-6"
1'-8"
FINISHED HOISTWAY
3'-1"
1/
4"
3' -5
/2
FI
N
IS
H
ED
H O
IS
TW
A Y
A4.1
A4.1
DOOR INTERLOCK
1/
4"
SILL
24"x24" RATED
ACCESS DOOR BELOW
SEE SPECS FOR DUMBWAITER
HOISTWAY DOOR
1-HOUR ASSEMBLY
GA #WP 3510
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
PROJECT NUMBER
CONSTRUCTION DOCUMENTS A4.1
PLAN & SECTION
DUMBWAITER
11/25/2024
Interior Renovation Phase
A4.1 1 1/2" = 1'-0"
3 RAIL DETAIL
A4.1 3/4" = 1'-0"
1 WALL SECTION
EAST TO WEST LOOKING NORTHA4.1 1 1/2" = 1'-0"
2 DUMBWAITER PLAN VIEW
REFER TO ALTERNATES
2' -1
0"
3' -4
7' -0
A5.1 Sim
SCHLUTER QUADEC
TILE EDGE TRIM
PAINTED MOISTURE-
RESISTANT GYP. BD.
GYP. BOARD
BULKHEAD
4' -0
2' -1
0"
3' -4
7' -0
A5.1
SCHLUTER QUADEC
TILE EDGE TRIM
6 5
TILE - SEE SPECS
PAINTED MOISTURE-
RESISTANT GYP. BD.
1' -6
3'
-4
8"
2' -2
C
LR
1-
1/ 2"
M
IN
M A X
MIRROR
PAPER
TOWEL
DISPENSER
PAPER
TOWEL
DISPENSER
ELECTRIC
HAND
DRIER
DIAPER
CHANGING
STATION
M A X . T
O G
LA
SS
3' -4
"6' -2
M
IN
. T
O G
LA
SS
4' -0
M
A X
4' -0
M
A X
C H
A N
G
IN
G S
U R
FA
C E
2' -1
0" T
O
4' -0
TO
C
EN
TE
R
TO
B
O
TT
O M
4' -0
M
IN
1' -3
OUTLETS
F.E.C.
5' -0
M
A X . T
O T
O P
INT. SIGNAGE
LIGHT SWITCHES &
ALARMS
4' -0
R
EQ
6" 3'-0" MIN.
3'-6" MIN.
1'-0" MAX.
1'-6"
1'-0" MIN.
2'-0" MIN.
1'-6"
6"3'-0" MIN.
1'-0" MIN.
2'-0" MIN.
URINALW.C.W.C.W.C.
9" M
IN
6" 8"
2' -3
17"-19"
MAX. MIN.
SINK
A5.1
TOILET
104A
A5.1
Sim
A5.1
TOILET
A5.1
A5.1
Sim
1'-0 3/4"
A5.1
(2) 12x12 MUD-IN
ACCESS PANELS
6X6 GRILLE
KEYNOTES:
1.
2.
3.
4.
5.
6.
7.
FOR THIS SHEET ONLY:
TANK TYPE WATER CLOSET PER PLUMBING FIXTURE SCHEDULE
VALVE OPERATOR SHALL BE ON OPPOSITE SIDE FROM SIDE
WALL.
ACCESSIBLE LAVATORY PER PLUMBING FIXTURE SCHEDULE
CENTER OF FIXTURE 15" MIN. FROM SIDE WALL.
KOHLER CASTIA K-35929-CP TOILET TISSUE HOLDER. CENTER
OF DISPENSER SHALL BE 26" A.F.F; SEE PLANS AND ELEVATIONS.
24"x36" MIRROR; BOTTOM OF MIRROR SHALL BE NO LOWER
THAN 40" A.F.F. ELEVATION (N.I.C.)
PAPER TOWEL DISPENSER (N.I.C.); DISPENSER SLOT NO HIGHER
THAN 48" A.F.F.
SOAP DISPENSER (N.I.C.)
TWO-PRONG STEEL HOOK (BOBRICK B-682 SHOWN) CENTERED
ON BACK OF DOOR AT 48" A.F.F.
TILE & SETTING
SCHLUTER QUADEC
TILE EDGE TRIM
2x6 FURRED WALL W/
1/2" CBU & TILE FINISH
SEALANT E.J.
PORCH ROOF
EXIST. WINDOWS
INTERIOR CHASE
ON UPPER LEVEL
WALL CAP, ALIGN W/
TOP OF WINDOW
OPENING
WALL CAP, FIELD
LOCATE W/ ARCHITECT
1'-1 5/8"
1'-0 3/4" & C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
PROJECT NUMBER
CONSTRUCTION DOCUMENTS A5.1
INTERIOR
ELEVATIONS
A5.1 3/8" = 1'-0"
6 INTERIOR ELEVATION
MAIN LEVEL TLT A5.1 3/8" = 1'-0"
7 INTERIOR ELEVATION
MAIN LEVEL TLT
A5.1 3/8" = 1'-0"
2 INTERIOR ELEVATION
UPPER LEVEL TLT
3/8" = 1'-0"
TYPICAL MOUNTING HEIGHTS
NORTH
PLAN
A5.1 3/8" = 1'-0"
5 ENLARGED FLOOR PLAN
TOILET ROOM #104
NORTH
PLAN
A5.1 3/8" = 1'-0"
1 ENLARGED FLOOR PLAN
TOILET ROOM #208
Interior Renovation Phase
A5.1 3/8" = 1'-0"
3 INTERIOR ELEVATION
UPPER LEVEL TLT
A5.1 3" = 1'-0"
4 WALL DETAIL (TYP.)
FURRED TOILET WALL
A5.1 3/8" = 1'-0"
8 NORTH ELEVATION
REFER TO ALTERNATES
A5.1
11/25/2024
PARLOR
DINING ROOM
NORTH WALL
SOUTH WALL
EAST WALLWEST WALL
REMOVE MODERN QUARRY TILE
AT THIS HEARTH - RESTORE BRICK
HEARTH FLUSH WITH FLOOR TO
MATCH HEARTH AT ROOM 103
PRESERVE THIS AREA OF WALL
ABOVE CHAIR RAIL TO SHOW LAYERS
OF BRICK/WALLPAPER/FRESCO
NORTH WALL
SOUTH WALL
EAST WALLWEST WALL
9 8
TYP.
FINISH KEYNOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
PATCH WOOD PLANK FLOORING AT PREVIOUS FLOOR GRILLE
OPENINGS & OTHER GAPS WITH MATCHING MATERIAL. SOLID
BLOCKING UNDER EDGES, FILL MINOR IMPERFECTIONS, SAND &
FINISH ENTIRE WOOD PLANK FLOOR PER SPECS
REMOVE FINISH MATERIAL & TRIM AT STUD WALL - INSTALL
5/8" GYP. BOARD & BLOCKING - REINSTALL ORIGINAL TRIM IN
SAME POSITION INCLUDING MATCHING PROFILES WHERE
MISSING
PATCH PLASTER AT WALLS PER SPECS AT CRACKS, LOCATIONS
WHERE DAMAGED PLASTER HAS BEEN REMOVED, AND WHERE
PLASTER HAS BEEN CUT OR SLOTTED FOR INSERTION OF
STRUCTURE, CONDUIT, PIPING, OR OTHER SYSTEMS. SKIM
PLASTER PER SPECS.
PAINT WALLS
PATCH HOLES IN TRIM SUCH AS FROM ABANDONED
ELECTRICAL DEVICES.
PAINT INTERIOR WOOD WINDOW COMPONENTS, PAINTED
WOOD DOORS, PAINTED WOOD MANTELS, & WOOD STANDING
& RUNNING TRIM
INSTALL CATCH HARDWARE AT CABINET DOORS
INSTALL 2-1/2" W X HEIGHT AS REQUIRED BEVELED STAINED
WHITE OAK TRANSITION TRIM AT HEARTH EDGES WITH OFFSET
EXCEEDING 1/8" AT ADJACENT FLOORING
PATCH & PAINT FIREBOX COVER.
INSTALL UNDERLAYMENT & LVT FLOORING
ADJUST MANTEL SHELF TO REMOVE BACK-TO-FRONT SAG
ATTACH LOOSE MANTEL TO WALL
GENERAL NOTES -
REFER TO ALTERNATES
A.
B.
C.
D.
PHOTOS ARE PROVIDED SOLELY TO ASSIST IN VISUALIZATION
OF ROOM SURFACES IN EXISTING CONDITIONS.
REFER TO FLOOR & CEILING PLANS & SPECS FOR FURTHER
INFORMATION ON SCOPE, ALTERNATES, AND FINISH NOTES.
CONTACT ARCHITECT IF CONCEALED CONDITIONS ARE
DISCOVERED THAT MAY REQUIRE VARIATION FROM INTENDED
SCOPE.
ALL WALLPAPER LAYERS ARE TO BE REMOVED, USE METHODS
THAT MINIMIZE DAMAGE TO ORIGINAL WALL SURFACES.
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
PROJECT NUMBER
CONSTRUCTION DOCUMENTS A5.2
INTERIOR ELEV. -
MAIN LEVEL
NORTH
PLAN
A5.2 1/4" = 1'-0"
1 ENLARGED FLOOR PLAN
A5.2 3/4" = 1'-0"
2 ROOM 107
PARLOR A5.2 3/4" = 1'-0"
3 ROOM 106
DINING ROOM
Interior Renovation Phase
NORTH WALL
SOUTH WALL
EAST WALLWEST WALL
PRESERVE THIS AREA OF WALL ABOVE
CHAIR RAIL TO SHOW LAYERS OF
BRICK/WALLPAPER/FRESCO
5 5 5
DISMANTLE & REINSTALL THIS AREA OF
EXISTING PLANK PARTITION FOR
INSTALLATION OF RATED SHAFT
TYP.
CAREFULLY REMOVE MODERN 3-1/4"
OAK OVERLAY & RESTORE HISTORIC
HEART PINE PLANK FLOOR
REMOVE PARTITION PER PLAN
NORTH WALL
SOUTH WALL
EAST WALLWEST WALL
REPAIR WOOD TRIM
REMOVE PLYWOOD FLOOR AT
THIS AREA & REPLACE WITH
RECLAIMED HEART PINE T&G
PLANK FLOORING TO MATCH THE
ADJACENT REFINISHED HISTORIC
HEART PINE PLANK
REPLACE CHAIR
RAILS & BASE
REPLACE BASE
REMOVE PARTITION PER PLAN
BALLROOM
NORTHWEST ROOM
TOILET
FINISH KEYNOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
PATCH WOOD PLANK FLOORING AT PREVIOUS FLOOR GRILLE
OPENINGS & OTHER GAPS WITH MATCHING MATERIAL. SOLID
BLOCKING UNDER EDGES, FILL MINOR IMPERFECTIONS, SAND &
FINISH ENTIRE WOOD PLANK FLOOR PER SPECS
REMOVE FINISH MATERIAL & TRIM AT STUD WALL - INSTALL
5/8" GYP. BOARD & BLOCKING - REINSTALL ORIGINAL TRIM IN
SAME POSITION INCLUDING MATCHING PROFILES WHERE
MISSING
PATCH PLASTER AT WALLS PER SPECS AT CRACKS, LOCATIONS
WHERE DAMAGED PLASTER HAS BEEN REMOVED, AND WHERE
PLASTER HAS BEEN CUT OR SLOTTED FOR INSERTION OF
STRUCTURE, CONDUIT, PIPING, OR OTHER SYSTEMS. SKIM
PLASTER PER SPECS.
PAINT WALLS
PATCH HOLES IN TRIM SUCH AS FROM ABANDONED
ELECTRICAL DEVICES.
PAINT INTERIOR WOOD WINDOW COMPONENTS, PAINTED
WOOD DOORS, PAINTED WOOD MANTELS, & WOOD STANDING
& RUNNING TRIM
INSTALL CATCH HARDWARE AT CABINET DOORS
INSTALL 2-1/2" W X HEIGHT AS REQUIRED BEVELED STAINED
WHITE OAK TRANSITION TRIM AT HEARTH EDGES WITH OFFSET
EXCEEDING 1/8" AT ADJACENT FLOORING
PATCH & PAINT FIREBOX COVER.
INSTALL UNDERLAYMENT & LVT FLOORING
ADJUST MANTEL SHELF TO REMOVE BACK-TO-FRONT SAG
ATTACH LOOSE MANTEL TO WALL
GENERAL NOTES -
REFER TO ALTERNATES
A.
B.
C.
D.
PHOTOS ARE PROVIDED SOLELY TO ASSIST IN VISUALIZATION
OF ROOM SURFACES IN EXISTING CONDITIONS.
REFER TO FLOOR & CEILING PLANS & SPECS FOR FURTHER
INFORMATION ON SCOPE, ALTERNATES, AND FINISH NOTES.
CONTACT ARCHITECT IF CONCEALED CONDITIONS ARE
DISCOVERED THAT MAY REQUIRE VARIATION FROM INTENDED
SCOPE.
ALL WALLPAPER LAYERS ARE TO BE REMOVED, USE METHODS
THAT MINIMIZE DAMAGE TO ORIGINAL WALL SURFACES.
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
PROJECT NUMBER
CONSTRUCTION DOCUMENTS A5.3
INTERIOR ELEV. -
MAIN LEVEL
A5.3 3/4" = 1'-0"
1 ROOM 102
BALLROOM A5.3 3/4" = 1'-0"
2 ROOM 103
NORTHWEST ROOM
NORTH
PLAN
A5.3 1/4" = 1'-0"
3 ENLARGED FLOOR PLAN WEST SIDE
EAST WALLWEST WALL
REPLACE LOCK WITH YALE 112 SURFACE
THUMBTURN LATCHBOLT - SIGN PER 4/LS1.1 -
ORIGINAL THUMBLATCH HARDWARE TO
REMAIN
6 4
REPAINT DOOR
SEE STRUCTURAL -
REPLACE GYP. BD.
CEILING
SEE NOTES ON FLOOR PLAN
STAIR HALL
PASSAGE
NORTH WALL
SOUTH WALL
EAST WALLWEST WALL
TOILET
104A
FINISH KEYNOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
PATCH WOOD PLANK FLOORING AT PREVIOUS FLOOR GRILLE
OPENINGS & OTHER GAPS WITH MATCHING MATERIAL. SOLID
BLOCKING UNDER EDGES, FILL MINOR IMPERFECTIONS, SAND &
FINISH ENTIRE WOOD PLANK FLOOR PER SPECS
REMOVE FINISH MATERIAL & TRIM AT STUD WALL - INSTALL
5/8" GYP. BOARD & BLOCKING - REINSTALL ORIGINAL TRIM IN
SAME POSITION INCLUDING MATCHING PROFILES WHERE
MISSING
PATCH PLASTER AT WALLS PER SPECS AT CRACKS, LOCATIONS
WHERE DAMAGED PLASTER HAS BEEN REMOVED, AND WHERE
PLASTER HAS BEEN CUT OR SLOTTED FOR INSERTION OF
STRUCTURE, CONDUIT, PIPING, OR OTHER SYSTEMS. SKIM
PLASTER PER SPECS.
PAINT WALLS
PATCH HOLES IN TRIM SUCH AS FROM ABANDONED
ELECTRICAL DEVICES.
PAINT INTERIOR WOOD WINDOW COMPONENTS, PAINTED
WOOD DOORS, PAINTED WOOD MANTELS, & WOOD STANDING
& RUNNING TRIM
INSTALL CATCH HARDWARE AT CABINET DOORS
INSTALL 2-1/2" W X HEIGHT AS REQUIRED BEVELED STAINED
WHITE OAK TRANSITION TRIM AT HEARTH EDGES WITH OFFSET
EXCEEDING 1/8" AT ADJACENT FLOORING
PATCH & PAINT FIREBOX COVER.
INSTALL UNDERLAYMENT & LVT FLOORING
ADJUST MANTEL SHELF TO REMOVE BACK-TO-FRONT SAG
ATTACH LOOSE MANTEL TO WALL
GENERAL NOTES -
REFER TO ALTERNATES
A.
B.
C.
D.
PHOTOS ARE PROVIDED SOLELY TO ASSIST IN VISUALIZATION
OF ROOM SURFACES IN EXISTING CONDITIONS.
REFER TO FLOOR & CEILING PLANS & SPECS FOR FURTHER
INFORMATION ON SCOPE, ALTERNATES, AND FINISH NOTES.
CONTACT ARCHITECT IF CONCEALED CONDITIONS ARE
DISCOVERED THAT MAY REQUIRE VARIATION FROM INTENDED
SCOPE.
ALL WALLPAPER LAYERS ARE TO BE REMOVED, USE METHODS
THAT MINIMIZE DAMAGE TO ORIGINAL WALL SURFACES.
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
PROJECT NUMBER
CONSTRUCTION DOCUMENTS A5.4
INTERIOR ELEV. -
MAIN LEVEL
A5.4 3/4" = 1'-0"
1 ROOM 101
STAIR HALL
A5.4 3/4" = 1'-0"
3 ROOM 104
TOILET - SEE SHEET A5.1
NORTH
PLAN
A5.4 1/4" = 1'-0"
2 ENLARGED FLOOR PLAN
ROOM 101 STAIR HALL
Interior Renovation Phase
NORTH
PLAN
A5.4 3/8" = 1'-0"
4 ENLARGED FLOOR PLAN
TOILET ROOM #104
EAST WALLWEST WALL
RESTORE DAMAGED
MASONRY AT FIREBOX &
REPLASTER SIDE PANELS OF
FIREPLACE SURROUND
REMOVE WALLPAPER &
PAINT PLANK PARTITION
NORTH WALL
SOUTH WALL
EAST WALLWEST WALL
REPLACE CHAIR RAIL
REPLACE CHAIR RAIL
TRUNK ROOM
TOILET
PASSAGE
YELLOW ROOM
FINISH KEYNOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
PATCH WOOD PLANK FLOORING AT PREVIOUS FLOOR GRILLE
OPENINGS & OTHER GAPS WITH MATCHING MATERIAL. SOLID
BLOCKING UNDER EDGES, FILL MINOR IMPERFECTIONS, SAND &
FINISH ENTIRE WOOD PLANK FLOOR PER SPECS
REMOVE FINISH MATERIAL & TRIM AT STUD WALL - INSTALL
5/8" GYP. BOARD & BLOCKING - REINSTALL ORIGINAL TRIM IN
SAME POSITION INCLUDING MATCHING PROFILES WHERE
MISSING
PATCH PLASTER AT WALLS PER SPECS AT CRACKS, LOCATIONS
WHERE DAMAGED PLASTER HAS BEEN REMOVED, AND WHERE
PLASTER HAS BEEN CUT OR SLOTTED FOR INSERTION OF
STRUCTURE, CONDUIT, PIPING, OR OTHER SYSTEMS. SKIM
PLASTER PER SPECS.
PAINT WALLS
PATCH HOLES IN TRIM SUCH AS FROM ABANDONED
ELECTRICAL DEVICES.
PAINT INTERIOR WOOD WINDOW COMPONENTS, PAINTED
WOOD DOORS, PAINTED WOOD MANTELS, & WOOD STANDING
& RUNNING TRIM
INSTALL CATCH HARDWARE AT CABINET DOORS
INSTALL 2-1/2" W X HEIGHT AS REQUIRED BEVELED STAINED
WHITE OAK TRANSITION TRIM AT HEARTH EDGES WITH OFFSET
EXCEEDING 1/8" AT ADJACENT FLOORING
PATCH & PAINT FIREBOX COVER.
INSTALL UNDERLAYMENT & LVT FLOORING
ADJUST MANTEL SHELF TO REMOVE BACK-TO-FRONT SAG
ATTACH LOOSE MANTEL TO WALL
GENERAL NOTES -
REFER TO ALTERNATES
A.
B.
C.
D.
PHOTOS ARE PROVIDED SOLELY TO ASSIST IN VISUALIZATION
OF ROOM SURFACES IN EXISTING CONDITIONS.
REFER TO FLOOR & CEILING PLANS & SPECS FOR FURTHER
INFORMATION ON SCOPE, ALTERNATES, AND FINISH NOTES.
CONTACT ARCHITECT IF CONCEALED CONDITIONS ARE
DISCOVERED THAT MAY REQUIRE VARIATION FROM INTENDED
SCOPE.
ALL WALLPAPER LAYERS ARE TO BE REMOVED, USE METHODS
THAT MINIMIZE DAMAGE TO ORIGINAL WALL SURFACES.
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
PROJECT NUMBER
CONSTRUCTION DOCUMENTS A5.5
INTERIOR ELEV. -
UPPER LEVEL
A5.5 3/4" = 1'-0"
3 ROOM 205
YELLOW ROOMA5.5 3/4" = 1'-0"
2 ROOM 207
TRUNK ROOM
NORTH
PLAN
A5.5 1/4" = 1'-0"
1 ENLARGED FLOOR PLAN
UPPER LEVEL WEST SIDE
EAST WALLWEST WALL
REMOVE WALLPAPER
& PAINT PLANK WALL
NORTH WALL
SOUTH WALL
EAST WALLWEST WALL
ADD 2x6 FURRED WALL
W/ 1/2" CBU & TILE
FINISH - SEE PLANS
(ALT. 4)
NEW CHASE LOCATION
1 10OR
ALT. 4
TOILET
PASSAGE
FINISH KEYNOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
PATCH WOOD PLANK FLOORING AT PREVIOUS FLOOR GRILLE
OPENINGS & OTHER GAPS WITH MATCHING MATERIAL. SOLID
BLOCKING UNDER EDGES, FILL MINOR IMPERFECTIONS, SAND &
FINISH ENTIRE WOOD PLANK FLOOR PER SPECS
REMOVE FINISH MATERIAL & TRIM AT STUD WALL - INSTALL
5/8" GYP. BOARD & BLOCKING - REINSTALL ORIGINAL TRIM IN
SAME POSITION INCLUDING MATCHING PROFILES WHERE
MISSING
PATCH PLASTER AT WALLS PER SPECS AT CRACKS, LOCATIONS
WHERE DAMAGED PLASTER HAS BEEN REMOVED, AND WHERE
PLASTER HAS BEEN CUT OR SLOTTED FOR INSERTION OF
STRUCTURE, CONDUIT, PIPING, OR OTHER SYSTEMS. SKIM
PLASTER PER SPECS.
PAINT WALLS
PATCH HOLES IN TRIM SUCH AS FROM ABANDONED
ELECTRICAL DEVICES.
PAINT INTERIOR WOOD WINDOW COMPONENTS, PAINTED
WOOD DOORS, PAINTED WOOD MANTELS, & WOOD STANDING
& RUNNING TRIM
INSTALL CATCH HARDWARE AT CABINET DOORS
INSTALL 2-1/2" W X HEIGHT AS REQUIRED BEVELED STAINED
WHITE OAK TRANSITION TRIM AT HEARTH EDGES WITH OFFSET
EXCEEDING 1/8" AT ADJACENT FLOORING
PATCH & PAINT FIREBOX COVER.
INSTALL UNDERLAYMENT & LVT FLOORING
ADJUST MANTEL SHELF TO REMOVE BACK-TO-FRONT SAG
ATTACH LOOSE MANTEL TO WALL
GENERAL NOTES -
REFER TO ALTERNATES
A.
B.
C.
D.
PHOTOS ARE PROVIDED SOLELY TO ASSIST IN VISUALIZATION
OF ROOM SURFACES IN EXISTING CONDITIONS.
REFER TO FLOOR & CEILING PLANS & SPECS FOR FURTHER
INFORMATION ON SCOPE, ALTERNATES, AND FINISH NOTES.
CONTACT ARCHITECT IF CONCEALED CONDITIONS ARE
DISCOVERED THAT MAY REQUIRE VARIATION FROM INTENDED
SCOPE.
ALL WALLPAPER LAYERS ARE TO BE REMOVED, USE METHODS
THAT MINIMIZE DAMAGE TO ORIGINAL WALL SURFACES.
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
A5.6 3/4" = 1'-0"
1 ROOM 206
PASSAGE A5.6 3/4" = 1'-0"
2 ROOM 208
TOILET
PROJECT NUMBER
CONSTRUCTION DOCUMENTS A5.6
INTERIOR ELEV. -
UPPER LEVEL
Interior Renovation Phase
NORTH
PLAN
A5.6 3/8" = 1'-0"
4 ENLARGED FLOOR PLAN
TOILET AND PASSAGE
SEE SHEET A5.1
STAIR HALL
GREEN ROOM
NORTH WALL
SOUTH WALL
EAST WALLWEST WALL
AT ENTIRE STAIRCASE:
FILL MINOR IMPERFECTIONS, SAND, & FINISH
WOOD TREADS & PLANK FLOORING AT
LANDINGS PER SPECS
STABILIZE BALUSTRADE/HANDRAIL SYSTEM &
RE-ANCHOR NEWEL POST IN CONCEALED
MANNER THROUGH FLOOR TO FLOOR
STRUCTURE - SEE STRUCTURAL
PAINT BALUSTRADE & HANDRAILBLOCK OUT & REINSTALL ORIGINAL
STRINGER/BASE TRIM TO COVER GAP
ALONG THIS SIDE OF STAIR & LANDINGS
LIMIT OF BASE BID WORK
FROM MAIN LEVEL
LIMIT OF BASE BID WORK
FROM MAIN LEVEL
NORTH WALL
SOUTH WALL
EAST WALLWEST WALL
PRESERVE AREAS OF
EXISTING PAINT STENCILING
FINISH KEYNOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
PATCH WOOD PLANK FLOORING AT PREVIOUS FLOOR GRILLE
OPENINGS & OTHER GAPS WITH MATCHING MATERIAL. SOLID
BLOCKING UNDER EDGES, FILL MINOR IMPERFECTIONS, SAND &
FINISH ENTIRE WOOD PLANK FLOOR PER SPECS
REMOVE FINISH MATERIAL & TRIM AT STUD WALL - INSTALL
5/8" GYP. BOARD & BLOCKING - REINSTALL ORIGINAL TRIM IN
SAME POSITION INCLUDING MATCHING PROFILES WHERE
MISSING
PATCH PLASTER AT WALLS PER SPECS AT CRACKS, LOCATIONS
WHERE DAMAGED PLASTER HAS BEEN REMOVED, AND WHERE
PLASTER HAS BEEN CUT OR SLOTTED FOR INSERTION OF
STRUCTURE, CONDUIT, PIPING, OR OTHER SYSTEMS. SKIM
PLASTER PER SPECS.
PAINT WALLS
PATCH HOLES IN TRIM SUCH AS FROM ABANDONED
ELECTRICAL DEVICES.
PAINT INTERIOR WOOD WINDOW COMPONENTS, PAINTED
WOOD DOORS, PAINTED WOOD MANTELS, & WOOD STANDING
& RUNNING TRIM
INSTALL CATCH HARDWARE AT CABINET DOORS
INSTALL 2-1/2" W X HEIGHT AS REQUIRED BEVELED STAINED
WHITE OAK TRANSITION TRIM AT HEARTH EDGES WITH OFFSET
EXCEEDING 1/8" AT ADJACENT FLOORING
PATCH & PAINT FIREBOX COVER.
INSTALL UNDERLAYMENT & LVT FLOORING
ADJUST MANTEL SHELF TO REMOVE BACK-TO-FRONT SAG
ATTACH LOOSE MANTEL TO WALL
GENERAL NOTES -
REFER TO ALTERNATES
A.
B.
C.
D.
PHOTOS ARE PROVIDED SOLELY TO ASSIST IN VISUALIZATION
OF ROOM SURFACES IN EXISTING CONDITIONS.
REFER TO FLOOR & CEILING PLANS & SPECS FOR FURTHER
INFORMATION ON SCOPE, ALTERNATES, AND FINISH NOTES.
CONTACT ARCHITECT IF CONCEALED CONDITIONS ARE
DISCOVERED THAT MAY REQUIRE VARIATION FROM INTENDED
SCOPE.
ALL WALLPAPER LAYERS ARE TO BE REMOVED, USE METHODS
THAT MINIMIZE DAMAGE TO ORIGINAL WALL SURFACES.
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
A5.7 3/4" = 1'-0"
2 ROOM 201
STAIR HALLA5.7 3/4" = 1'-0"
3 ROOM 204
GREEN ROOM
PROJECT NUMBER
CONSTRUCTION DOCUMENTS A5.7
INTERIOR ELEV. -
UPPER LEVEL
NORTH
PLAN
A5.7 1/4" = 1'-0"
1 ENLARGED FLOOR PLAN
UPPER LEVEL STAIR HALL
BLUE ROOM
WHITE ROOM
NORTH WALL
SOUTH WALL
EAST WALLWEST WALL
MORTAR IN JOINTS AT BRICK
HEARTH - TO BE FLUSH WITH FLOOR
TO MATCH HEARTH AT ROOM 103
REPLACE CROWN MOLDING
WHERE MISSING WITH
PROFILES TO MATCH EXISTING
REPLACE CROWN MOLDING
WHERE MISSING WITH
PROFILES TO MATCH EXISTING
NORTH WALL
SOUTH WALL
EAST WALLWEST WALL
REPLACE CROWN MOLDING
WHERE MISSING WITH PROFILES
TO MATCH EXISTING
REPLACE CROWN MOLDING
WHERE MISSING WITH
PROFILES TO MATCH EXISTING
REPLACE CROWN MOLDING
WHERE MISSING WITH
PROFILES TO MATCH EXISTING
FINISH KEYNOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
PATCH WOOD PLANK FLOORING AT PREVIOUS FLOOR GRILLE
OPENINGS & OTHER GAPS WITH MATCHING MATERIAL. SOLID
BLOCKING UNDER EDGES, FILL MINOR IMPERFECTIONS, SAND &
FINISH ENTIRE WOOD PLANK FLOOR PER SPECS
REMOVE FINISH MATERIAL & TRIM AT STUD WALL - INSTALL
5/8" GYP. BOARD & BLOCKING - REINSTALL ORIGINAL TRIM IN
SAME POSITION INCLUDING MATCHING PROFILES WHERE
MISSING
PATCH PLASTER AT WALLS PER SPECS AT CRACKS, LOCATIONS
WHERE DAMAGED PLASTER HAS BEEN REMOVED, AND WHERE
PLASTER HAS BEEN CUT OR SLOTTED FOR INSERTION OF
STRUCTURE, CONDUIT, PIPING, OR OTHER SYSTEMS. SKIM
PLASTER PER SPECS.
PAINT WALLS
PATCH HOLES IN TRIM SUCH AS FROM ABANDONED
ELECTRICAL DEVICES.
PAINT INTERIOR WOOD WINDOW COMPONENTS, PAINTED
WOOD DOORS, PAINTED WOOD MANTELS, & WOOD STANDING
& RUNNING TRIM
INSTALL CATCH HARDWARE AT CABINET DOORS
INSTALL 2-1/2" W X HEIGHT AS REQUIRED BEVELED STAINED
WHITE OAK TRANSITION TRIM AT HEARTH EDGES WITH OFFSET
EXCEEDING 1/8" AT ADJACENT FLOORING
PATCH & PAINT FIREBOX COVER.
INSTALL UNDERLAYMENT & LVT FLOORING
ADJUST MANTEL SHELF TO REMOVE BACK-TO-FRONT SAG
ATTACH LOOSE MANTEL TO WALL
GENERAL NOTES -
REFER TO ALTERNATES
A.
B.
C.
D.
PHOTOS ARE PROVIDED SOLELY TO ASSIST IN VISUALIZATION
OF ROOM SURFACES IN EXISTING CONDITIONS.
REFER TO FLOOR & CEILING PLANS & SPECS FOR FURTHER
INFORMATION ON SCOPE, ALTERNATES, AND FINISH NOTES.
CONTACT ARCHITECT IF CONCEALED CONDITIONS ARE
DISCOVERED THAT MAY REQUIRE VARIATION FROM INTENDED
SCOPE.
ALL WALLPAPER LAYERS ARE TO BE REMOVED, USE METHODS
THAT MINIMIZE DAMAGE TO ORIGINAL WALL SURFACES.
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
A5.8 3/4" = 1'-0"
2 ROOM 202
BLUE ROOM A5.8 3/4" = 1'-0"
3 ROOM 203
WHITE ROOM
PROJECT NUMBER
CONSTRUCTION DOCUMENTS A5.8
INTERIOR ELEV. -
UPPER LEVEL
NORTH
PLAN
A5.8 1/4" = 1'-0"
1 ENLARGED FLOOR PLAN
UPPER LEVEL EAST SIDE
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
S T A T I O N I N N
A V E R Y R U S S E L L
S T A T I O N I N N
A V E R Y R U S S E L L
NOT TO SCALE
101A3 A8.1
53" x 81 7/8"
NOT TO SCALE
005A2 A8.1
42 1/2" x 72"
NOT TO SCALE
001A1 A8.1
38" x 71 1/2"
NOT TO SCALE
102A5 A8.1
40 1/4" x 82"
NOT TO SCALE
105A6 A8.1
31 3/4" x 69 1/2"
NOT TO SCALE
101C4 A8.1
40" x 79 1/2"
1.
2.
3.
4.
PHOTOS ARE PROVIDED SOLELY TO ASSIST IN VISUALIZATION OF
DOORS AND EXISTING HARDWARE IN AN INTACT OR MOSTLY-INTACT
STATE.
WHEREVER EXISTING DOORS AND HARDWARE REMAIN IN THE
BUILDING OR IN STORAGE, EXISTING MATERIALS ARE TO BE USED AS
PATTERNS TO MATCH FOR NEW WORK.
FIELD VERIFY EACH LOCATION WHERE NEW DOORS AND HARDWARE
ARE TO BE INSTALLED, TO CONFIRM LOCAL DISCREPANCIES THAT
MUST BE INCORPORATED INTO THE PARTICULAR PIECE.
XXX
STRIP URETHANE VARNISH - TOUCH UP
EXISTING STAIN - COAT WITH PPG PROLUXE
CLEAR SATIN COATING SYSTEM
FILL CRACKS & SPLITS TYP.
INSTALL ADJACENT TO
INTERIOR JAMB OF
DOOR 101A
1" HIGH LETTERS -
SUBMIT FOR APPROVAL
THIS DOOR
TO REMAIN
UNLOCKED
WHEN
BUILDING IS
OCCUPIED
TYPICAL: REMOVE ALL SLIDE BOLTS
& CHAIN BOLTS FROM ALL DOORS
INSTALL ADJACENT TO
INTERIOR JAMB OF
DOOR 101C
1" HIGH LETTERS -
SUBMIT FOR APPROVAL
THIS DOOR
TO REMAIN
UNLOCKED
WHEN
BUILDING IS
OCCUPIED
TYPICAL: REMOVE ALL SLIDE BOLTS
& CHAIN BOLTS FROM ALL DOORS
TYPICAL: REMOVE ALL SLIDE BOLTS
& CHAIN BOLTS FROM ALL DOORS
TYPICAL: REMOVE ALL HOOK & EYE
HARDWARE FROM ALL DOORS
INSTALL ADJACENT TO
INTERIOR JAMB OF
DOOR 001A
1" HIGH LETTERS -
SUBMIT FOR APPROVAL
THIS DOOR
TO REMAIN
UNLOCKED
WHEN
BUILDING IS
OCCUPIED
TYPICAL: BLANK BIT KEY KEYWAY IN BOTH
SIDES OF EXISTING LOCKSET AT ALL DOORS
TYPICAL: BLANK BIT KEY KEYWAY IN BOTH
SIDES OF EXISTING LOCKSET AT ALL DOORS
TYPICAL: BLANK BIT KEY KEYWAY IN BOTH
SIDES OF EXISTING LOCKSET AT ALL DOORS
INSTALL PASSAGE SET
REPLACE WITH SURFACE LOCK WITH THUMBTURN
ADJUST AND CLEAN THUMBLATCH HARDWARE
ADJUST AND CLEAN THUMBLATCH HARDWARE
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
Interior Renovation Phase
PATCH HOLES & WEATHERSTIP PERIMETER
PATCH HOLES, REMOVE LOOSE MATERIALS
& WEATHERSTIP PERIMETER
1.
2.
3.
4.
PHOTOS ARE PROVIDED SOLELY TO ASSIST IN VISUALIZATION OF
DOORS AND EXISTING HARDWARE IN AN INTACT OR MOSTLY-INTACT
STATE.
WHEREVER EXISTING DOORS AND HARDWARE REMAIN IN THE
BUILDING OR IN STORAGE, EXISTING MATERIALS ARE TO BE USED AS
PATTERNS TO MATCH FOR NEW WORK.
FIELD VERIFY EACH LOCATION WHERE NEW DOORS AND HARDWARE
ARE TO BE INSTALLED, TO CONFIRM LOCAL DISCREPANCIES THAT
MUST BE INCORPORATED INTO THE PARTICULAR PIECE.
XXX
NOT TO SCALE
106A1 A8.2
38" x 82"
NOT TO SCALE
107A2 A8.2
34 3/8" x 79 1/2"
NOT TO SCALE
107B3 A8.2
40 1/4" x 82"
TYPICAL: BLANK BIT KEY KEYWAY IN BOTH
SIDES OF EXISTING LOCKSET AT ALL DOORS
TYPICAL: BLANK BIT KEY KEYWAY IN BOTH
SIDES OF EXISTING LOCKSET AT ALL DOORS
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
NOT TO SCALE
202A1 A8.3
39 1/2" x 80 1/2"
NOT TO SCALE
203A2 A8.3
39 1/2" x 80 1/4"
NOT TO SCALE
205A4 A8.3
38 3/4" x 80 1/4"
NOT TO SCALE
208A5 A8.3
29 1/2" x 77"
1.
2.
3.
PHOTOS ARE PROVIDED SOLELY TO ASSIST IN VISUALIZATION OF
DOORS AND EXISTING HARDWARE IN AN INTACT OR MOSTLY-INTACT
STATE.
WHEREVER EXISTING DOORS AND HARDWARE REMAIN IN THE
BUILDING OR IN STORAGE, EXISTING MATERIALS ARE TO BE USED AS
PATTERNS TO MATCH FOR NEW WORK.
FIELD VERIFY EACH LOCATION WHERE NEW DOORS AND HARDWARE
ARE TO BE INSTALLED, TO CONFIRM LOCAL DISCREPANCIES THAT
MUST BE INCORPORATED INTO THE PARTICULAR PIECE.
NOT TO SCALE
204A3 A8.3
37 1/4" x 80"
TYPICAL: REMOVE ALL SLIDE BOLTS
& CHAIN BOLTS FROM ALL DOORS
TYPICAL: REMOVE ALL SLIDE BOLTS
& CHAIN BOLTS FROM ALL DOORS
IN ALTERNATE NO. 4 -
ADD PRIVACY BOLT WITH
TOOL UNLOCK AT EXTERIOR
TYPICAL: BLANK BIT KEY KEYWAY IN BOTH
SIDES OF EXISTING LOCKSET AT ALL DOORS
TYPICAL: BLANK BIT KEY KEYWAY IN BOTH
SIDES OF EXISTING LOCKSET AT ALL DOORS
TYPICAL: BLANK BIT KEY KEYWAY IN BOTH
SIDES OF EXISTING LOCKSET AT ALL DOORS
TYPICAL: BLANK BIT KEY KEYWAY IN BOTH
SIDES OF EXISTING LOCKSET AT ALL DOORS
TYPICAL: BLANK BIT KEY KEYWAY IN BOTH
SIDES OF EXISTING LOCKSET AT ALL DOORS
TYPICAL: BLANK BIT KEY KEYWAY IN BOTH
SIDES OF EXISTING LOCKSET AT ALL DOORS
C A M P B E L L
S T A T I O N I N N
A V E R Y R U S S E L L
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
Interior Renovation Phase
B&A
BENDER AND ASSOCIATES
STRUCTURAL ENGINEERS, LLC
AutoCAD SHX Text
FOUNDATION PLAN
AutoCAD SHX Text S1.1
AutoCAD SHX Text
FOUNDATION PLAN
AutoCAD SHX Text 3/8"=1'-0"
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
6" CONC FLOOR SLAB
AutoCAD SHX Text w/ # 4 AT 8"oc EACH
AutoCAD SHX Text
WAY - MIDDLE
AutoCAD SHX Text
6" MIN. - TYP
AutoCAD SHX Text
ALL AROUND
AutoCAD SHX Text
INDICATES SOLID
AutoCAD SHX Text
BLOCKING - SEE
AutoCAD SHX Text
NOTES ON S1.2
AutoCAD SHX Text
ALTERNATE # 2 NOTE:
AutoCAD SHX Text
SEE ARCH. DWGS.
AutoCAD SHX Text
FOR MISC. COSMETIC
AutoCAD SHX Text
FLOOR REPAIRS
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
ALTERNATE # 1 NOTE:
AutoCAD SHX Text
ALL DUMBWAITER FRAMING
AutoCAD SHX Text
AND FOUNDATION CONCRETE.
AutoCAD SHX Text
REMOVE JACK POST ONLY AFTER CONSTRUCTION IS COMPLETE (TYP.)
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
SAW CUT EXIST
AutoCAD SHX Text
SLAB AS REQUIRED
AutoCAD SHX Text
PROVIDE SMOOTH
AutoCAD SHX Text
TRANSITION BETWEEN
AutoCAD SHX Text
NEW / EXIST. SLABS
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
CONCRETE, MASONRY, & RELATED NOTES
AutoCAD SHX Text
1. Concrete strength to be as follows:
AutoCAD SHX Text
a. Concrete walls, beam and structural slabs-f'c=4,000 psi @ 28 days
AutoCAD SHX Text
b. Footings----------f'c=4,000 psi @ 28 days
AutoCAD SHX Text
c. Slabs on grade & concrete toppings----f'c=4,000 psi @ 28 days
AutoCAD SHX Text Refer to note #3 for testing of concrete and specifications for submittal of mix design.
AutoCAD SHX Text
2. Concrete exposed to weather (freeze/thaw) to be air-entrained (8.5%%% max-6.0%%% min).
AutoCAD SHX Text
3. Concrete and reinforcing steel to be as per ACI 318 and ACI 301. (Contractor to have
AutoCAD SHX Text copies of these documents at job site during construction.) Sampling and testing of
AutoCAD SHX Text concrete to be in accordance with ACI 301 by independent testing agency at contractor's
AutoCAD SHX Text expense. Contractor to take special precautions for hot and cold weather concreting as
AutoCAD SHX Text indicated in ACI 301.
AutoCAD SHX Text
4. Reinforcing steel to be A 615-60.
AutoCAD SHX Text
NOTES OF COORDINATION
AutoCAD SHX Text The intent of the structural drawings is to show the framing and foundation systems
AutoCAD SHX Text schematically. These drawings must be coordinated with the existing building, architectural, AutoCAD SHX Text mechanical, electrical, plumbing, and site drawings, along with actual site and soil
AutoCAD SHX Text conditions encountered to determine actual relationships. The drawings are not intended to
AutoCAD SHX Text be shop drawings or to be used for determining layout, wall sizes, dimensions, equipment
AutoCAD SHX Text sizes, or other items which are dependent upon other disciplines.
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
1. The general contractor shall verify all dimensions and site conditions before
AutoCAD SHX Text starting work. The Architect shall be notified of any discrepancy.
AutoCAD SHX Text
2. The intent of these drawings is that all material and workmanship shall conform to the
AutoCAD SHX Text 2018 International Building Code, ACI, AISC, AWS, and all other applicable codes
AutoCAD SHX Text governing work indicated on drawings, latest adopted edition.
AutoCAD SHX Text
3. The design adequacy and safety of erection bracing, shoring, etc., is the sole
AutoCAD SHX Text responsibility of the Contractor. Walls which support joists, rafters, etc., and are
AutoCAD SHX Text laterally supported by same shall be braced until all construction is completed.
AutoCAD SHX Text
4. The Contractor shall coordinate the architectural, mechanical, and electrical drawings
AutoCAD SHX Text with the structural drawings.
AutoCAD SHX Text
5. Contractor to verify all wall locations, thicknesses, and dimensions with
AutoCAD SHX Text architectural drawing.
AutoCAD SHX Text
6. The general contractor shall coordinate the placement of footings, columns, slabs, AutoCAD SHX Text walls, shafts, etc., with all sub-contractors involved.
AutoCAD SHX Text
7. Contractor to coordinate top of footing elevation with plumbing, mechanical, electrical, AutoCAD SHX Text site conditions, etc.
AutoCAD SHX Text
8. Note that existing conditions which are shown on the drawings are taken from previous
AutoCAD SHX Text architectural/engineering drawings. All dimensions and other conditions which affect
AutoCAD SHX Text the alignment, heights, etc. shall be field verified prior to fabrication.
AutoCAD SHX Text
9. The general contractor/construction manager shall review all shop drawings/submittals
AutoCAD SHX Text and note all items which deviate from the requirement of the construction documents.
AutoCAD SHX Text No substitutions or deviations will be allowed unless noted and reviewed by design
AutoCAD SHX Text team.
AutoCAD SHX Text
10. The general contractor to coordinate size, weight, bearing conditions, count, and
AutoCAD SHX Text locations of the mechanical units prior to shop drawing submittal/review. Contractor/
AutoCAD SHX Text supplier to supply shims, connectors, isolators, etc. as for installation of mechanical
AutoCAD SHX Text units.
AutoCAD SHX Text
11. Design loads are as follows:
AutoCAD SHX Text Dead load = . . . . . . weight of materials as shown.
AutoCAD SHX Text Roof live load =. . . . 20 psf
AutoCAD SHX Text Floor live load = . . . 50 psf
AutoCAD SHX Text Wind load = . . . . . . 105 mph
AutoCAD SHX Text Snow Load = . . . . . . 10 psf
AutoCAD SHX Text
STRUCTURAL STEEL NOTES
AutoCAD SHX Text
1. Structural steel to be as follows:
AutoCAD SHX Text
a. Wide Flange: A992 Fy=50 ksi
AutoCAD SHX Text
b. HSS: A500C Fy=50 ksi
AutoCAD SHX Text
c. Channels, plates, angles, misc. steel: A36 Fy=36 ksi
AutoCAD SHX Text Structural steel to be designed, fabricated, erected, etc. as per AISC Manual of Steel
AutoCAD SHX Text Construction, Allowable Stress Design, 15th edition.
AutoCAD SHX Text
WOOD NOTES
AutoCAD SHX Text
1. All framing lumber to be #2 Southern Pine KD, as per SPIB grading rules
AutoCAD SHX Text unless noted otherwise.
AutoCAD SHX Text
2. Contractor shall use "Simpson Strong-Tie" (or equivalent) wood
AutoCAD SHX Text framing anchors, connectors, hangers, etc. for all wood to wood
AutoCAD SHX Text connections. All anchors, etc. to be installed in accordance with
AutoCAD SHX Text manufacturer's specifications.
AutoCAD SHX Text
3. Cutting, notching, bored holes in stud walls, rafters, etc. shall be done
AutoCAD SHX Text in accordance with International Building Code.
AutoCAD SHX Text
4. Ridge boards, where indicated on framing plans shall not be less than 1"
AutoCAD SHX Text in thickness, and not less in depth than cut end of rafters. Rafters
AutoCAD SHX Text shall be placed directly opposite each other and nailed to ridge board.
AutoCAD SHX Text
5. Where wood beams bear on stud walls, provide minimum, double or triple stud
AutoCAD SHX Text (depending on beam width) under beam bearing.
AutoCAD SHX Text
6. At openings in stud walls provide 1/2 (minimum) of cut/displaced studs as
AutoCAD SHX Text 'King Studs' each jamb of opening.
AutoCAD SHX Text
(8) # 5 SMOOTH DOWELS 12" LONG - EMBED 6" (GREASED) INTO EXIST. CONC. SLAB - (2) PER SIDE
AutoCAD SHX Text
2307 PROJECT NUMBER
AutoCAD SHX Text 11/25/2024
AutoCAD SHX Text
CONSTRUCTION DOCUMENTS
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text D
AutoCAD SHX Text E
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AutoCAD SHX Text O
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AutoCAD SHX Text n
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AutoCAD SHX Text M
AutoCAD SHX Text s
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AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text s
AutoCAD SHX Text e
AutoCAD SHX Text R
AutoCAD SHX Text e
AutoCAD SHX Text e
AutoCAD SHX Text o
AutoCAD SHX Text f
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text a
AutoCAD SHX Text t
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AutoCAD SHX Text C
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AutoCAD SHX Text O
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AutoCAD SHX Text O
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AGRICULTURE
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 11-25-2024
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
Interior Renovation Phase
B&A
BENDER AND ASSOCIATES
STRUCTURAL ENGINEERS, LLC
AutoCAD SHX Text
MAIN LEVEL
AutoCAD SHX Text S1.2
AutoCAD SHX Text
MAIN LEVEL FRAMING PLAN
AutoCAD SHX Text 3/8"=1'-0"
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FRAMING PLAN
AutoCAD SHX Text
OPEN
AutoCAD SHX Text
EXIST. FLOOR JOIST
AutoCAD SHX Text
TO BE REMOVED
AutoCAD SHX Text
AS REQUIRED
AutoCAD SHX Text
EXIST. BEAM
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
EXIST. BEAM
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
EXIST. WOOD
AutoCAD SHX Text
COL. - FIELD
AutoCAD SHX Text
VERIFY (TYP)
AutoCAD SHX Text
EXIST. WOOD
AutoCAD SHX Text
COL. - FIELD
AutoCAD SHX Text
VERIFY (TYP)
AutoCAD SHX Text
EXIST. WOOD
AutoCAD SHX Text
COL. - FIELD
AutoCAD SHX Text
VERIFY (TYP)
AutoCAD SHX Text
EXIST. WOOD
AutoCAD SHX Text
COL. - FIELD
AutoCAD SHX Text
VERIFY (TYP)
AutoCAD SHX Text
(2) 1-3/4x11-7/8"
AutoCAD SHX Text
LVL BEAM
AutoCAD SHX Text
(2) 1-3/4x11-7/8"
AutoCAD SHX Text
LVL BEAM
AutoCAD SHX Text
OPN
AutoCAD SHX Text
(2) 1-3/4x11-7/8"
AutoCAD SHX Text
LVL HEADER BM
AutoCAD SHX Text
(2) 1-3/4x11-7/8"
AutoCAD SHX Text
LVL HEADER BM
AutoCAD SHX Text
(2) 2x12 RIP
AutoCAD SHX Text
(2) 2x12
AutoCAD SHX Text
EXIST. WOOD
AutoCAD SHX Text
STAIRS TO
AutoCAD SHX Text
ABOVE (TYP)
AutoCAD SHX Text
BLOCKING / RAIL
AutoCAD SHX Text
SUPPORT AS PER
AutoCAD SHX Text
MANUFACTURER
AutoCAD SHX Text
RECOMMENDATIONS
AutoCAD SHX Text
EXIST. STAIRS
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
EXISTING CONSTRUCTION
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
EXIST. FLOOR JOIST
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
EXIST. FLOOR JOIST
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
EXIST. FLOOR JOIST
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
ALTERNATE # 1 NOTE:
AutoCAD SHX Text
DUMBWAITER FRAMING
AutoCAD SHX Text
EXIST. LINTEL
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
EXIST. LINTEL
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
POINT LOAD
AutoCAD SHX Text
ABOVE
AutoCAD SHX Text
(2) 1-3/4 x 11-7/8"
AutoCAD SHX Text
LVL JOIST UNDER
AutoCAD SHX Text
POINT LOAD
AutoCAD SHX Text
ABOVE
AutoCAD SHX Text
(2) 1-3/4 x 11-7/8"
AutoCAD SHX Text
LVL JOIST - VERIFY
AutoCAD SHX Text
EXIST. CONFIGURATION
AutoCAD SHX Text DETAIL of MID STAIR SUPPORT
AutoCAD SHX Text 1"=1'-0"
AutoCAD SHX Text S1.2
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
RIP ALL NEW LVL
AutoCAD SHX Text
FRAMING TO MATCH
AutoCAD SHX Text
EXISTING FRAMING
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
TO MATCH
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
AutoCAD SHX Text S1.2
AutoCAD SHX Text
(2) 2x6
AutoCAD SHX Text
HEADER
AutoCAD SHX Text
REPLACE / FRAME
AutoCAD SHX Text
JOIST AS REQUIRED
AutoCAD SHX Text
EXIST. STUD
AutoCAD SHX Text
WALL ABOVE
AutoCAD SHX Text ADD (2) 1-3/4 x 11-7/8" LVL JOIST AT MID STAIR SPAN
AutoCAD SHX Text
SOLID BRG.
AutoCAD SHX Text
TO BM. BELOW
AutoCAD SHX Text 2x SOLID BRG. TO LVL BELOW - AT EACH STRINGER
AutoCAD SHX Text
LVL BM. AT MIDSPAN STAIR ABOVE - SEE PLAN
AutoCAD SHX Text
EXISTING STAIR FIELD VERIFY
AutoCAD SHX Text EXIST. 2x FLOOR JOISTS FIELD VERIFY
AutoCAD SHX Text PROVIDE SOLID BLOCKING AROUND POST BETWEEN EXISTING JOISTS. PRE-DRILL PILOT HOLES TO HELP PREVENT CRACKING/SPLITTING. SEE PHOTO
AutoCAD SHX Text
EXISTING PLASTER
AutoCAD SHX Text
REMOVE AS
AutoCAD SHX Text
REQUIRED
AutoCAD SHX Text
NEW PLASTER
AutoCAD SHX Text
REPOINT MORTAR
AutoCAD SHX Text
IN EXPOSED AREAS
AutoCAD SHX Text
"SPIRALOK", 24" LONG
AutoCAD SHX Text
TUCKED INTO JOINT
AutoCAD SHX Text AT OUTER WYTHE AT 8"oc
AutoCAD SHX Text
REPLACE BRICK IF
AutoCAD SHX Text
BROKEN AT CRACKS
AutoCAD SHX Text
CRACK - FIELD
AutoCAD SHX Text
VERIFY
AutoCAD SHX Text
REMOVE EXIST.
AutoCAD SHX Text
PLASTER AS
AutoCAD SHX Text
REQUIRED
AutoCAD SHX Text
EXISTING BRICK
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text DETAIL of GENERAL CRACK REPAIR
AutoCAD SHX Text 1-1/2"=1'-0"
AutoCAD SHX Text S1.2
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text "SPIRALOK" AT 16"oc
AutoCAD SHX Text
INTO WALL - ACROSS
AutoCAD SHX Text
REPAIR AREA
AutoCAD SHX Text
AutoCAD SHX Text S1.2
AutoCAD SHX Text 2x TOP > SLOPE TO MATCH STAIR
AutoCAD SHX Text STITCH WALL WITH 24" LONG "SPIRALOK" TIES AT 16" oc, 12" EACH SIDE OF CRACK. REMOVE MORTAR AND REINSTALL AT TIES - REPAIR CRACK IN MOTOR LONGER THAN 4" FIELD COORDINATE
AutoCAD SHX Text 12"
AutoCAD SHX Text
EACH SIDE
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text CENTRAL STAIR IS CONSIDERED A 'GRAND STAIR' AND IS NOT REQ'D TO BE RETROFITTED. NOTE THAT HANDRAIL & REINFORCING AT BASE OF NEWEL POST ARE NOT INTENDED TO MEET CURRENT CODE. IEBC 1203.9
AutoCAD SHX Text
2307 PROJECT NUMBER
AutoCAD SHX Text 11/25/2024
AutoCAD SHX Text
CONSTRUCTION DOCUMENTS
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text G
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AutoCAD SHX Text B
AutoCAD SHX Text E
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AutoCAD SHX Text O
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AutoCAD SHX Text
AGRICULTURE
AutoCAD SHX Text M
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AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
Interior Renovation Phase
B&A
BENDER AND ASSOCIATES
STRUCTURAL ENGINEERS, LLC
AutoCAD SHX Text
UPPER LEVEL
AutoCAD SHX Text S1.3
AutoCAD SHX Text
UPPER LEVEL FRAMING PLAN
AutoCAD SHX Text 3/8"=1'-0"
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
FRAMING PLAN
AutoCAD SHX Text
OPEN TO
AutoCAD SHX Text
BELOW
AutoCAD SHX Text
EXIST. LINTEL
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
EXIST. LINTEL
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
EXISTING STRUCTURE
AutoCAD SHX Text
NOT SHOWN
AutoCAD SHX Text
EXIST. ROOF
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
EXIST. ROOF
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
EXIST. LINTEL
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text HSS 3x3x1/4"
AutoCAD SHX Text
EXIST. LINTEL
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
INDICATES WALL
AutoCAD SHX Text
ABOVE (TYP)
AutoCAD SHX Text
UNDER STRINGER
AutoCAD SHX Text
EXISTING STRUCTURE
AutoCAD SHX Text
NOT SHOWN
AutoCAD SHX Text
SOLID BEARING
AutoCAD SHX Text
COORDINATE IN
AutoCAD SHX Text
FIELD
AutoCAD SHX Text
(2) 2x6
AutoCAD SHX Text
HEADER
AutoCAD SHX Text
PROVIDE BLOCKING
AutoCAD SHX Text
WHERE REQUIRED
AutoCAD SHX Text
FOR ATTACHMENT
AutoCAD SHX Text
OF WALLS AND
AutoCAD SHX Text
CEILING BETWEEN
AutoCAD SHX Text
EXISTING JOIST.
AutoCAD SHX Text
(2) 1-3/4 x 11-7/8" LVL FLOOR JOIST OR SISTER EXIST. w/ (1)
AutoCAD SHX Text
FLOOR LINE
AutoCAD SHX Text
C.B.W. > REINF.
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text L-4x4x16 GA. BENT > CONN. (TYP.)
AutoCAD SHX Text
(2) 3/4" LAG SCREWS
AutoCAD SHX Text
(2) 3/4" ~ THRU
AutoCAD SHX Text
BOLTS
AutoCAD SHX Text DETAIL of EXIST. JOIST CONN.
AutoCAD SHX Text 1"=1'-0"
AutoCAD SHX Text S1.3
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
NEW LVL'S OR EXIST.
AutoCAD SHX Text
JOIST SISTER
AutoCAD SHX Text EXIST. 2-PIECE STRINGER - FASTEN TO WALL w/ HILTI-HY 270 APOXY ANCHORS AT 12" oc
AutoCAD SHX Text
EXIST. 2-PIECE STRINGER -F.V.
AutoCAD SHX Text
EXIST. 2-PIECE STRINGER -F.V.
AutoCAD SHX Text
NOTCH HDR. FOR >
AutoCAD SHX Text
EXIST. JOIST
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
3/8" C.B.W. >FASTENED TO 2-PIECE STRINGER
AutoCAD SHX Text
C.B.W. > REINF.
AutoCAD SHX Text
EXIST. STAIR LANDING FIELD VERIFY
AutoCAD SHX Text EXIST. 2-PIECE STRINGER - BLOCK SOLID TO EXIST. WALL w/ P.T. BLOCKING - BOLT TO WALL THRU STRINGER & BLOCKING w/ HILTI-HY 270 APOXY ANCHORS AT 12" oc
AutoCAD SHX Text
EXIST. JOIST
AutoCAD SHX Text
EXIST. STUB
AutoCAD SHX Text ADD 2x6 ADJ. RISER ABOVE DOOR - CUT BACK MIDDLE STRINGER AS REQ'D - CONN. STRINGERS w/ SIMPSON CLIPS
AutoCAD SHX Text ADD (3) HSS 1-1/2x1-1/2x1/4" TIGHT TO LANDING DECKING
AutoCAD SHX Text
EXIST. LINTEL
AutoCAD SHX Text
FIELD VERIFY
AutoCAD SHX Text
EXIST. LOAD BRG. STUD WALL
AutoCAD SHX Text
BLOCKING / RAIL
AutoCAD SHX Text
SUPPORT AS PER
AutoCAD SHX Text
MANUFACTURER
AutoCAD SHX Text
RECOMMENDATIONS
AutoCAD SHX Text
JOIST DRILLING PARAMETERS
AutoCAD SHX Text 1"=1'-0"
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
JOIST SPAN
AutoCAD SHX Text
MID 1/3 SPAN
AutoCAD SHX Text
< OF JOIST
AutoCAD SHX Text
12" MIN. BWETWEEN HOLES
AutoCAD SHX Text
MAX SIZE = 1/3 OF JOIST SIZE
AutoCAD SHX Text
AutoCAD SHX Text S1.3
AutoCAD SHX Text
SHORE EXIST STAIR / FRAMING (BY CONTRACTOR AS REQ'D)
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
SEE SHEET S2.1 FOR FURTHER GRAPHIC EXPLANATION OF STAIR REPAIRS
AutoCAD SHX Text
2307 PROJECT NUMBER
AutoCAD SHX Text 11/25/2024
AutoCAD SHX Text
CONSTRUCTION DOCUMENTS
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text H
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AutoCAD SHX Text H
AutoCAD SHX Text B
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text n
AutoCAD SHX Text n
AutoCAD SHX Text e
AutoCAD SHX Text M
AutoCAD SHX Text s
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text s
AutoCAD SHX Text e
AutoCAD SHX Text R
AutoCAD SHX Text e
AutoCAD SHX Text e
AutoCAD SHX Text o
AutoCAD SHX Text f
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text a
AutoCAD SHX Text t
AutoCAD SHX Text t
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text
AutoCAD SHX Text O
AutoCAD SHX Text e
AutoCAD SHX Text
AGRICULTURE
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
Interior Renovation Phase
B&A
BENDER AND ASSOCIATES
STRUCTURAL ENGINEERS, LLC
AutoCAD SHX Text
PHOTO MARKS
AutoCAD SHX Text S2.1
AutoCAD SHX Text SECT. at STAIR SUPPORT >
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text SECT. at STAIR SUPPORT >
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text SECT. at STAIR HDR. REINF.
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text SECT. at STAIR SUPPORT >
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text SECT. at SOLID STAIR BLOCKING
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 2x6 REINF. AT RISER
AutoCAD SHX Text
16 GA CLIP ANGLE
AutoCAD SHX Text 3/8" STL. > (CUT BEND & WELD) - FASTEN TO EXISTING w/ 3/8" LAG SCREWS AT 12" oc - NOTCH HEADER AS REQ'D
AutoCAD SHX Text 3/8" STL. > (CUT BEND & WELD) - FASTEN TO EXISTING w/ 3/8" LAG SCREWS AT 12" oc - NOTCH BLOCKING AS REQ'D
AutoCAD SHX Text
SIMSPSON ABR105 ANGLE CLIP
AutoCAD SHX Text 3/8" STL. > (CUT BEND & WELD) - FASTEN TO EXISTING w/ 3/8" LAG SCREWS AT 12" oc STAGGERED NOTCH HEADER AS REQ'D
AutoCAD SHX Text SOLID 2x BLOCKING TO WALL ADJACENT STRINGER - SEE PLAN
AutoCAD SHX Text
STL. > - MATCH BOTTOM WIDTH OF STRINGER - MAKE > AS TALL AS SPC. ALLOWS
AutoCAD SHX Text SECT. at SOLID HANDRAIL BLOCKING
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 2x6 REINF. AT RISER NOTCH MIDDLE STRINGER AS REQ'D
AutoCAD SHX Text
16 GA CLIP ANGLE (TYP.)
AutoCAD SHX Text SOLID 2x12 BLOCKING BETWEEN EXIST. JOIST - FASTEN w/ 1/4" ~ TIMBERLOK SCREWS
AutoCAD SHX Text
BLOCK SOLID AT HANDRAIL
AutoCAD SHX Text
SHORING JACKS TO BE REMOVED ONLY WHEN REPAIRS COMPLETED
AutoCAD SHX Text
SHORING JACKS TO BE REMOVED ONLY WHEN REPAIRS COMPLETED
AutoCAD SHX Text
SHORING JACKS TO BE REMOVED ONLY WHEN REPAIRS COMPLETED
AutoCAD SHX Text
EXTERIOR CRACK REPAIR GRAPHIC
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
GREEN REPRESENTS HIGHLIGHTED EXT. VENEER CRACKING
AutoCAD SHX Text BLUE REPRESENTS SPIRALOK HELICAL WALL TIES AT 8" oc
AutoCAD SHX Text
GREEN REPRESENTS HIGHLIGHTED EXT. VENEER CRACKING
AutoCAD SHX Text BLUE REPRESENTS SPIRALOK HELICAL WALL TIES AT 8" oc
AutoCAD SHX Text
2307 PROJECT NUMBER
AutoCAD SHX Text 11/25/2024
AutoCAD SHX Text
CONSTRUCTION DOCUMENTS
AutoCAD SHX Text S
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text H
AutoCAD SHX Text B
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text n
AutoCAD SHX Text n
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AutoCAD SHX Text M
AutoCAD SHX Text s
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text s
AutoCAD SHX Text e
AutoCAD SHX Text R
AutoCAD SHX Text e
AutoCAD SHX Text e
AutoCAD SHX Text o
AutoCAD SHX Text f
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text a
AutoCAD SHX Text t
AutoCAD SHX Text t
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text
AutoCAD SHX Text O
AutoCAD SHX Text e
AutoCAD SHX Text
AGRICULTURE
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
Vreeland Engineers Inc.
Interior Renovation Phase
LOWER LEVEL -
ELECTRICAL
E1.0
ALTERNATES - LOWER LEVEL
S T A T I O N I N N
A V E R Y R U S S E L L
H O U S E
Vreeland Engineers Inc.
Interior Renovation Phase
MAIN LEVEL -
ELECTRICAL
E1.1
ALTERNATES - MAIN LEVEL
S T…
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