HomeMy WebLinkAbout989 ELLINGTON ROAD/1
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REMOVE EXISTING EXTERIOR DOUBLE
DOOR AND TURN OVER TO OWNER
2
3 1 4 i 5
SALVAGE AND REINSTALL
EXISTING GLASS ENTRY DOORS
ON ADJACENT WAIL
7WINE
\_/DEMO EXIST
REMOVE EXISTING
ROUND POSTS.
III II II II
PROVIDE TEMPORARY SUPPORT AS
III I� II �2 �DAZALI BEARING CONDITIONS
III II II uL, V�LG�, G„Prih�Grn"Lm"nI
SALVAGE AND REMO E EXISTIN
SUNROO STORE F R RE-INST LLATION
ON OPPOS TE SIDE O BUILDING
ul i1 n II
CONTR TORS O ON TO
REMOV SLAB
REMOVEPOOR, AND INFI TO MATCH
ADJACENT MATERIALS.
RELOCATE EXISTING DO PER
FIRST FLOOR PLAN
FIRST FLOOR DEMOLITION PLAN
E I 1 /4" = P-0"
PROVIDE TEMPORARY SUPPORT AS
REQUIRED AT ALL BEARING CONDITIONS
SCHEDULED FOR DEMOLITION.
REMOVE EXTERIOR WALL
\& ROOFING DOWN TO EXISTING
HORIZONTAL WOOD BEAM
D
CUT BACK AND REMOVE EXISTING CEILING
JOISTS AND RAFTERS IN PREPARATION FOR
NEW SHED DORMER AND ROOF. PATCH
TO MATCH EXISTING.
UPPER FLOOR DEMOLITION PLAN
H I 1 /4" = P-0"
REMOVE EXISTING
AND RETROFIT W/
L
U
n
GENERAL DEMOLITION NOTES
t�
1. OVER DEMOLITION SHALL BE PERMITTED PROVIDED THAT SURFACES TO BE REBUILT MATCH MATERIAL,
STRUCTURAL INTEGRITY AND APPEARANCE OF THOSE WHICH WERE REMOVED.
2. CONFIRM WITH OWNER THE REMOVAL AND/OR STORAGE AND/OR REUSE AND/OR DISPOSAL OF
EXISTING DOORS AND FRAMES.
3. COORDINATE THE WORK OF THIS DRAWING WITH ALL ELECTRICAL, PLUMBING, MECHANICAL REQUIREMENTS.
4. OBEY ALL CODES, STATUTES AND LAWS AS APPLICABLE TO DEMOLITION WORK AND REMOVAL OF MATERIAL,
INCLUDING OSHA REGULATIONS.
5 R�Mn\/E FXICl(-. rI IIICWr-(Z (PAINIT PI OUTER `7r) TWAT ARG IlPl-EPInPATIt II(, `ANIr) THAT MI ICT RE RGMr)\/ED
PRIOR TO THE PROPER APPLICATION OF NEW FINISHES) UNTIL WORKABLE SUBSTRATES OR UNDAMAGED ADJACENT
FINISHES ARE REACHED QNCLUDING WINDOW JAMBS).
6. STORE MATERIAL TO BE REUSED SAFELY ON SITE. STORE MATERIALS TO BE SAVED (BUT NOT REUSED) ELSEWHERE IN
THE BUILDING.
7. DISPOSE OF ALL UNWANTED MATERIALS AND OTHER DEMOLITION DEBRIS OFF SITE AS REQUIRED.
8. COORDINATE THE EXACT LOCATION OF DUMPSTERS, CHUTES, AND MATERIALS STORED AT GRADE (IF ANY).
Q PpnTl ( Al CPACE� (` i rT�'CIDE THE .A/OF K APEB DlIPINIG DEMOLITInNI At AID r IIC.,'TPII lr- n vl
10. PATCH & REPAIR ALL AREAS TO MATCH THE SURROUNDING FINISHES.
GENERAL FOUNDATION NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, OPENINGS, BEAM POCKETS, SLEEVE, SIZES
AND CONDITIONS IN THE FIELD. NOTIFY ARCHITECT OF ANY CHANGES OR DISCREPANCIES.
2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED OR 985/6 MECH. COMPACTED & TESTED SOILS.
ASSUME MIN. BEARING CAPACITY OF SOIL 2000 LBS/FT.
3. ALL FOOTINGS, CONCRETE WALLS & SLABS SHALL BE REINFORCED AS SHOWN.
4. MINIMUM T-6" FROST DEPTH TO BE MAINTAINED FOR ALL FOOTINGS.
5. STEP FOOTINGS AS REQ'D FOR EQUAL SETTLEMENT. MIN. DEPTH 48" BELOW GRADE, MAXIMUM
STEP 12" TYPICAL
6. CONTRACTOR TO COORDINATE EMBEDMENT OF ANCHOR BOLTS, ETC. INTO CONCRETE.
7. PROVIDE & INSTALL ALL ANCHORS AS DETAILED, BLOCKING & BRIDGING AT MID SPANS OR AS REQ'D.
8. PROVIDE KEYED JOINTS IN ALL WALLS & FLOORS AT ENDS OF POURS OR COLD JOINTS.
9. PROVIDE DATA & DWGS. OF PRE-ENGINEERED BEAMS, STAMPED BY
A STATE OF CONNECTICUT LICENSED ENGINEER & MANUFACTURER OR FABRICATOR
LICENSED TO DO BUSINESS IN CONNECTICUT.
10. GEN. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL MIN. STATE & LOCAL
CODE REQUIREMENTS EVEN IF NOT SHOWN ON THE DRAWINGS.
11. 4" CONCRETE SLAB ON GRADE REIN SLAB W/6X6-W2.0XW2.0 WWF. PLACE SLAB ON
15MIL STEGOWRAP VAPOR BARRIER OVER 6" MIN COMPACTED COARSE GRANULAR FILL 2" R_�'D
INSULATION AT VERTICAL INTERSECTIONS AND T-0" HORIZONTALLY.
12. AT ALL STONE WALL LOCATIONS SET ANCHORS 4" FROM INSIDE FACE OF WALL
13. ALL CONCRETE SHALL BE MIN. 30.0 PSI @ 28 DAYS.
4" LALLY COLUMN, TYR
8" TAPERED WOOD
COLS., WITH
P.T. WOOD BASE
ON PLYNTH BLOCKS, TYP.
WEEP DRAIN.=-.'=
TOVv+l-
s
GRADEVZA
°
0
:o °
,
r A °
I 8 I 10" (, 8" �
2,-2"*
— 2X6 P.T. NAILER
— COPPER CAP FLASHING, TY-.
3/4' O STEEL ANCHOR BOLT:
16' LONG @ 48" O.C. MAX.
`110' CONC. REINF. PIER
— NEW STONE VENEER ADH ED TO
WIRE LATH ADHERED TO
CONCRETE WALL
(2) #5 RODS TOP & BOTTO'•"
q CONTINUOUS -LAP BARS
24" AT SPLICES, TYP.
TYPICAL COLUMN FOUNDATION DETAIL
3/4" = 1'-0"
7
8
9
ID
H5'
IT-6"
— — — — — — — —
TIE NEW FOUNDATION WALLS
AND FOOTINGS TO EXISTING
FOUNDATION WALL. V.I.F.
8" CONCRETE FOUN TION
9'-5" / / WALLS, WITH 12" DEE X 22" WIDE
/ CONCRETE FOOTING , 7
A10
12" BRICK SHELF
�
BRICK PAVERS, FLAGST NE
\ OR CONCRETE WITH TI FINISH
\ COORDINATE SLAB EL TION WITH O`/ti�\!ER I I +0'-0"
\ / \ T-0" 6'-10 1 /8" I I Z
/ I TYP. CONCRETIE FOUNDATION WALL•
2" BRICK ELFFFOR STONOF ACING
REINFORCE W/ 45 TOP & BOTTOM CONT.
/ W/ 24" MIN. LA PROVIDE CORNER BARS.
17 `\ J / /
m '
NOTES:
C I 4" CONCRETE SLAB ON GRADE W/ 6X6 WVVF MESH
r'j—�- H7 ON 15 MILS GO -WRAP VAPOR BARRIER
I I A� I� ON 2" RIGID Si
,SUI ATION CAN 6"COMPACTED FII I, TYP,
— — i�___
MATCH EXIST NG FLOOR SLAB HEIGHT
IL -I RI1'-6 1W
a I
bo gyp•_$
0`ol
FOUNDATION PLAN
KEY INTO EXIST.4FNDTN NI I
° d d c
d d °
EXISTING FOUNDATION WALL '
dd
PLAN
I 2-2X4 P.T. PLATE W/
" DIA A307 A. BOLTS
\ \ AT C-0" OC, AND
\ P-0" MAX DISTANCE FROM
\ \ CORNERS. 2 MIN PER
\ WALL PLATE, TYP
\ \ TYPICAL FOUNDATION FOOTING:
\ \ \ 12" DEEP X 20" WIDE
CONCRETE FOOTING
2 ST DNE VENEER ADHERED — —
TO WIRE LATH FIXED H5
/ T FOUNDATION WALL AI.O
T- " 6'-4"
I
14'-6 1 /8"
T.O.W. +/- I'-4" I— — — 7
I 3`, 2x8 CEDAR HEADER
-T— — — -7 — — — -=— — J
J� 6'-9 1 /8" 8'-0" 2'-1 1181
NEW CONC, FOUND. WALL
T-0" #5 BARS VERTICALLY
@ 12" O.C. SINK 6' INTO
EXISTING FNDTN WALL TC
EXIST. FNDTN WALL
TYPICAL EXISTING/NIEW TIE-IN FOUNDATION DETAIL
3/4" = P-0"
TC
CONT. STONE SILL, TYP.
COPPER CAP FLASHING, TYP.
2X4 STUD WALL (INSULATED)
- PNTD GWB
NEW STONE VENEER ADHERED TO
WIRE LATH ADHERED TO
CONCRETE WALL, TYP.
12" COMPRESSABLE FILLER
3/4" f7S STEEL ANCHOR BOLTS
16" LONG @ 48" O.C. MAX.
STONE VENEER ON DUROC ON
2" RIGID INSULATION, TYP.
8" CONC. FOUNDATION
WALL REINFORCED
NEW SUBFLOOR AND
FLOORING AS SCHEDULED
4" CONC. SLAB W/ 6X6 WWF MESH ON
15 MIL STEGO-WRAP VAPOR BARRIER
ON RIGID INSULATION ON
6" COMPACTED POROUS FILL
(2) #5 RODS TOP & BOTTOM
TYPICAL FOUNDATION SECTION
3/4" = P-0"
South VVmusc,,r
BUILDING DEPARTMEN
a
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i •
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•s
j�Y •.
PHASE:
CONSTRUCTION DOCUMENTS
NULL ON THE
RIVER
'DAR EXPANSION
989 ELLI NGTON ROAD
SOUTH WIN DSO ,
CONNECTI U
DRAWING NAME:
DEMOLITION PLAN,
FOUNDATION PLAN,
DETAILS & NOTES
PRELIMINARY NOT FOR CONSTRUCTION
THIS COMPUTER FILE/DRAWING IS FOR INFORMATIONAL PURPOSES
ONLY AND 15 NOT INTENDED FOR CONSTRUCTION. DO NOT START
CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION
DOCUMENTS FROM THE ARCHITECT STATING'ISSUED FOR CONSTRUCTION.'
DRAWN BY.-M.M.
DATE: 09-13-07
'Gt~IECI�D BY:
SCALE: AS NOTED
SHEET:
A
C
0
E
F
G
H
REMOVE EXISTING EXTERIOR DOUBLE
DOOR AND TURN OVER TO OWNER
3 I 4 5
GENERAL DEMOLITION NOTES
SALVAGE AND REINSTALL
EXISTING GLASS ENTRY DOORS
ON ADJACENT WALL
WINE
\—/DEMO EXIST
Pi � T CH Tv i-
REMOVE EXISTING
ROUND POSTS.
PROVIDE TEMPORARY SUPPORT AS
aAMAMBEARJNG CONDITIONS
SCHE LED FOR EMOLITION.
SALVAGE D REM OIR
E EXISTING
SUNROO STORE F RE-INST ELATIONON OPPO TE SIDE OBUILDING
CONTR TORS O ON TO
REMOV SLAB
REMOVEPOOR, AND INF1 TO MATCH
ADJACEN MATERIALS.
V
RELOCATE EXISTING DOC F PER
FIRST FLOOR PLAN
FIRST FLOOR DEMOLITION PLAN
1 /4" = P-0"
PROVIDE TEMPORARY SUPPORT AS
REQUIRED AT ALL BEARING CONDITIONS
SCHEDULED FOR DEMOLITION.
\REMOVE EXTERIOR WALL
& ROOFING DOWN TO EXISTING
HOPJZONTAL WOOD BEAM
CUT BACK AND REMOVE EXISTING CEILING
JOISTS AND RAFTERS IN PREPARATION FOR
NEW SHED DORMER AND ROOF. PATCH
TO MATCH EXISTING.
UPPER FLOOR DEMOLITION PLAN
H I 1 /4" = 1'-0"
REMOVE EXISTING
AND RETROFIT W/
ICI
6
1. OVER DEMOLITION SHALL BE PERMITTED PROVIDED THAT SURFACES TO BE REBUILT MATCH MATERIAL,
STRUCTURAL INTEGRITY AND APPEARANCE OF THOSE WHICH WERE REMOVED.
2. CONFIRM WITH OWNER THE REMOVAL AND/OR STORAGE AND/OR REUSE AND/OR DISPOSAL OF
EXISTING DOORS AND FRAMES.
3. COORDINATE THE WORK OF THIS DRAWING WITH ALL ELECTRICAL, PLUMBING, MECHANICAL REQUIREMENTS.
4. OBEY ALL CODES, STATUTES AND LAWS AS APPLICABLE TO DEMOLITION WORK AND REMOVAL OF MATERIAL,
INCLUDING OSHA REGULATIONS.
5. REMOVE EXISTING FINISHES (PAINT, PLASTER, ETC.) THAT ARE DETERIORATING (AND THAT MUST BE REMOVED
PRIOR TO THE PROPER APPLICATION OF NEW FINISHES) UNTIL WORKABLE SUBSTRATES OR UNDAMAGED ADJACENT
FINISHES ARE REACHED (INCLUDING WINDOW JAMBS).
6. STORE MATERIAL TO BE REUSED SAFELY ON SITE. STORE MATERIALS TO BE SAVED (BUT NOT REUSED) ELSEWHERE IN
THE BUILDING.
7. DISPOSE OF ALL UNWANTED MATERIALS AND OTHER DEMOLITION DEBRIS OFF SITE AS REQUIRED.
8. COORDINATE THE EXACT LOCATION OF DUMPSTERS, CHUTES, AND MATERIALS STORED AT GRADE (IF ANY).
9. PROTECT ALL SPACES OUTSIDE THE WORK AREA DURING DEMOLITION AND CONSTRUCTION.
10. PATCH & REPAIR ALL AREAS TO MATCH THE SURROUNDING FINISHES.
GENERAL FOUNDATION NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, OPENINGS, BEAM POCKETS, SLEEVE, SIZES
AND CONDITIONS IN THE FIELD. NOTIFY ARCHITECT OF ANY CHANGES OR DISCREPANCIES.
2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED OR 98% MECH. COMPACTED & TESTED SOILS.
ASSUME MIN. BEARING CAPACITY OF SOIL 2000 LBS/FT,
3. ALL FOOTINGS, CONCRETE WALLS & SLABS SHALL BE REINFORCED AS SHOWN.
4. MINIMUM T-6" FROST DEPTH TO BE MAINTAINED FOR ALL FOOTINGS.
5. STEP FOOTINGS AS REQ'D FOR EQUAL SETTLEMENT. MIN. DEPTH 48" BELOW GRADE, MAXIMUM
STEP 12" TYPICAL
6. CONTRACTOR TO COORDINATE EMBEDMENT OF ANCHOR BOLTS, ETC. INTO CONCRETE.
7. PROVIDE & INSTALL ALL ANCHORS AS DETAILED, BLOCKING & BRIDGING AT MID SPANS OR AS REQ'D.
8. PROVIDE KEYED JOINTS IN ALL WALLS & FLOORS AT ENDS OF POURS OR COLD JOINTS.
9. PROVIDE DATA & DWGS. OF PRE-ENGINEERED BEAMS, STAMPED BY
A STATE OF CONNECTICUT LICENSED ENGINEER & MANUFACTURER OR FABRICATOR
LICENSED TO DO BUSINESS IN CONNECTICUT.
10. GEN. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL MIN. STATE & LOCAL
CODE REQUIREMENTS EVEN IF NOT SHOWN ON THE DRAWINGS.
11. 4" CONCRETE SLAB ON GRADE REINF SLAB W/6X6-W2.0XW2.0 WWF. PLACE SLAB ON
15MIL STEGOWRAP VAPOR BARRIER OVER 6" MIN COMPACTED COARSE GRANULAR FILL 2" RIGID
INSULATION AT VERTICAL INTERSECTIONS AND 5'-0" HORIZONTALLY.
12. AT ALL STONE WALL LOCATIONS SET ANCHORS 4" FROM INSIDE FACE OF WALL
13. ALL CONCRETE SHALL BE MIN. 3000 PSI @ 28 DAYS.
4" LALLY COLUMN, TYP.
8" TAPERED WOOD
COLS., WITH
P.T. WOOD BASE
ON PLYNTH BLOCKS, TYP.
WEEP DRAINAGE
TGVAf +/- 1'-4" o
g
GRADE
� a
0 0-41
z
� a
8" 10" 8"
21-2"
— 2X6 P.T. NAILER
— COPPER CAP FLASHING, —'
—�,I3'/4" O STEEL ANCHOR BC
6" LONG @ 48" O.C. MAX
.-
`110" CONIC REINF. PIER
— NEW STONE VENEER AC -:) TO
WIRE LATH ADHERED TC
CONCRETE WALL
(2) #5 RODS TOP & BOTT^'•'
Q CONTINUOUS -LAP BARS
24" AT SPLICES, TYP.
TYPICAL COLUMN FOUNDATION DETAIL
3/4" = 1'-0"
co
�o
7 1 8 1 9 1 10
H5
15'-6"
— — — — — — — — — — — — — — — — —
— — — — — — — — — — — — I
TIE NEW FOUNDATION WALLS
AND FOOTINGS TO EXISTING
FOUNDATION WALL. V.I.F.
ry
/ 8" CONCRETE FOUN TION
9'-5" WALLS, WITH 12" DEE X 22" WIDE
CONCRETE FOOTING , TYP.
�L - -J
_ —I
BRICK PAVERS, FLAGS
T NE
OR CONCRETE WITH ll FINISH
i COORDINATE SLAB ELEVATION WITH OWNER I I
r
b /
------ ---
7 /
/ -j /
NOTES:
2" BRICK SHELF g
O
O
z
F
LL
O
ui
J
+01—OR
TYP. CONCRETE FOUNDATION WALL
8" CONCRETE FOUNDATION W/
2" BRICK SHELF FOR STONE FACING
REINFORCE W/ 245 TOP & BOTTOM CONT.
W/ 24" MIN. LA . PROVIDE CORNER BARS.
I I / 4" CONCRETE SLAB ON GRADE W/ 6X6 WWF MESH
H7 ON 15 MIL S GO -WRAP VAPOR BARRIER
ON 2" RIGID It 4SULATION ON 6" COMPACTED FILL., TYP.
MATCH EXIST NG FLOOR SLAB HEIGHT
R11 -6 1147
I 2-2X4 P.T. PLATE W/
�" DIA A307 A. BOLTS
01 AT 6'-0" OC, AND
P-0" MAX DISTANCE FROM
I C CORNERS. 2 MIN PER
FOUNDATION PLAN
1 /4" = 1'-0"
�\ �\ WALL PLATE, TYP
\ \ TYPICAL FOUNDATION FOOTING:
\ \ 12" DEEP X 20" VIDE
\ CONCRETE FOOTING _
/ \\--------------------
r
6'-9 1 /8"
NEW CONC, FOUND, WALL
31-0" #5 BARS VERTICALLY
@ IT O.C. SINK 6' INTO
EXISTING FNDTN WALL TOW
EXIST. FNDTN WALL
2 ST NE VENEER ADHERED — —
TO WIRE LATH FIXED H5
To FOUNDATION WALL AI.O
21 61-4R
14'-6 1 /8"
rr T.O.W. +/-1'-4" f
(3) 2x8 CEDAR HEADER
E _ = — — --E- — J—
8'-0" 2'-1 1 /8"
ROUTER 2"X4" TOC
KEY INTO EXIST. FNDTN GR
J p
a
0
EXISTING FOUNDATION WALL °°
as a
PLAN
TYPICAL EXISTING/NEW TIE-IN FOUNDATION DETAIL
3/4" = P-0"
CONT. STONE SILL, TYP.
COPPER CAP FLASHING, TYP.
2X4 STUD WALL (INSULATED)
s PNTD GWB
NEW STONE VENEER ADHERED TO
WIRE LATH ADHERED TO
CONCRETE WALL, TYP.
1 /2" COMPRESSABLE FILLER
3/4" 0 STEEL ANCHOR BOLTS
16" LONG @ 48" O.C. MAX.
STONE VENEER ON DUROC ON
2" RIGID INSULATION, TYR
8" CONC. FOUNDATION
WALL REINFORCED
NEW SUBFLOOR AND
FLOORING AS SCHEDULED
4" CONC. SLAB \A// 6X6 WWF MESH ON
15 MIL STEGO-WRAP VAPOR BARRIER
ON RIGID INSULATION ON
6" COMPACTED POROUS FILL
(2) #5 RODS TOP & BOTTOM
TYPICAL FOUNDATION SECTION
3/4" = 1'-0"
rn
U
:;U!Il UitlIL1SOT
BUILDIN,; DEPARTMENT
•
db
is
�1 r
L.r
r
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PHASE:
CONSTRUCTION DOCUMENTS
MILL ON THE
RIVER
BAR EXPANSION
989 ELLINGTON ROAD
SOUTH WI N DSOR,
CONNECTICUT
DRAWING NAME:
DEMOLITION! PLAN ,
FOUNDATION PLAN,
DETAILS & NOTES
PRELIMINARY NOT FOR CONSTRUCTION
THIS COMPUTER FILEIDRAWING IS FOR INFORMATIONAL PURPOSES
ONLY AND IS NOT INTENDED FOR CONSTRUCTION. DO NOT START
CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION
DOCUMENTS FROM THE ARCHITECT STATING 'ISSUED FOR CONSTRUCTION.'
DRAWN BY-M.M.
DATE: 09-13-07
CHID BY:
SCALE: AS NOTED
SHEET:
Al m0
AI
B
C
E
F
G
m
H
REMOVE EXISTING EXTERIOR DOUBLE
DOOR AND TURN OVER TO OWNER
3
L— — — — — — —
SALVAGE AND REINSTALL
EXISTING GLASS ENTRY DOORS
ON ADJACENT WALL
WIN[
DEMO EXIST
PATCH TO
PROVIDE TEMPORARY SUPPORT AS
HED AT Al 11 BEARING CONDITIONS
SCHE LED FOR EMOLITION.
SALVAGE D REMO E EXISTING
SUNROO STORE FG R RE -INS- LLATION
ON OPPOS TE SIDE O BUILDING
CONT CTORS O TION TO
REMOV SLAB
REMOVEPOOR, AND I
ADJACEN MATERIALS.
RELOCATE EXISTING E
FIRST FLOOR PLAN
FIRST FLOOR DEMOLITION PLAN
1 /4" = P-0"
MATCH
PER
PROVIDE TEMPORARY SUPPORT AS
REQUIRED AT ALL BEARING CONDITIONS
SCHEDULED FOR DEMOLITION.
REMOVE EXTERIOR WALL
\& ROOFING DOWN TO EXISTING
HORIZONTAL WOOD BEAM
CUT BACK AND REMOVE EXISTING CEILING
JOISTS AND RAFTERS IN PREPARATION FOR
NEW SHED DORMER AND ROOF. PATCH
TO MATCH EXISTING.
UPPER FLOOR DEMOLITION PLAN
1 /4" = P-0"
REMOVE EXISTING
AND RETROFIT W/
L
4
GENERAL DEMOLITION NOTES
5
6
1. OVER DEMOLITION SHALL BE PERMITTED PROVIDED THAT SURFACES TO BE REBUILT MATCH MATERIAL,
STRUCTURAL INTEGRITY AND APPEARANCE OF THOSE WHICH WERE REMOVED.
2. CONFIRM WITH OWNER THE REMOVAL AND/OR STORAGE AND/OR REUSE AND/OR DISPOSAL OF
EXISTING DOORS AND FRAMES.
3. COORDINATE THE WORK OF THIS DRAWING WITH ALL ELECTRICAL, PLUMBING, MECHANICAL REQUIREMENTS,
4. OBEY ALL CODES, STATUTES AND LAWS AS APPLICABLE TO DEMOLITION WORK AND REMOVAL OF MATERIAL,
INCLUDING OSHA REGULATIONS.
5. REMOVE EXISTING FINISHES (PAINT, PLASTER, ETC.) THAT ARE DETERIORATING (AND THAT MUST BE REMOVED
PRIOR TO THE PROPER APPLICATION OF NEW FINISHES) UNTIL WORKABLE SUBSTRATES OR UNDAMAGED ADJACENT
FINISHES ARE REACHED (INCLUDING WINDOW JAMBS).
6. STORE MATERIAL TO BE REUSED SAFELY ON SITE. STORE MATERIALS TO BE SAVED (BUT NOT REUSED) ELSEWHERE IN
THE BUILDING.
7. DISPOSE OF ALL UNWANTED MATERIALS AND OTHER DEMOLITION DEBRIS OFF SITE AS REQUIRED.
8. COORDINATE THE EXACT LOCATION OF DUMPSTERS, CHUTES, AND MATERIALS STORED AT GRADE (IF ANY).
9. PROTECT ALL SPACES OUTSIDE THE WORK AREA DURING DEMOLITION AND CONSTRUCTION.
10. PATCH & REPAIR ALL AREAS TO MATCH THE SURROUNDING FINISHES.
GENERAL FOUNDATION NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, OPENINGS, BEAM POCKETS, SLEEVE, SIZES
AND CONDITIONS IN THE FIELD. NOTIFY ARCHITECT OF ANY CHANGES OR DISCREPANCIES.
2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED OR 98% MECH. COMPACTED & TESTED SOILS.
ASSUME MIN. BEARING CAPACITY OF SOIL 2000 LBS/FT.
3. ALL FOOTINGS, CONCRETE WALLS & SLABS SHALL BE REINFORCED AS SHOWN.
4. MINIMUM T-6" FROST DEPTH TO BE MAINTAINED FOR ALL FOOTINGS.
5. STEP FOOTINGS AS REQ'D FOR EQUAL SETTLEMENT. MIN. DEPTH 48" BELOW GRADE, MAXIMUM
STEP 12" TYPICAL
6, CONTRACTOR TO COORDINATE EMBEDMENT OF ANCHOR BOLTS, ETC, INTO CONCRETE.
7. PROVIDE & INSTALL ALL ANCHORS AS DETAILED, BLOCKING & BRIDGING AT MID SPANS OR AS REQ'D.
8. PROVIDE KEYED JOINTS IN ALL WALLS & FLOORS AT ENDS OF POURS OR COLD JOINTS.
9. PROVIDE DATA & DWGS. OF PRE-ENGINEERED BEAMS, STAMPED BY
A STATE OF CONNECTICUT LICENSED ENGINEER & MANUFACTURER OR FABRICATOR
LICENSED TO DO BUSINESS IN CONNECTICUT.
10. GEN. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL MIN. STATE & LOCAL
CODE REQUIREMENTS EVEN IF NOT SHOWN ON THE DRAWINGS.
IL 4" CONCRETE SLAB ON GRADE REINF SLAB W/6X6-W2.0XW2.0 WWF. PLACE SLAB ON
15MIL STEGOWRAP VAPOR BARRIER OVER 6" MIN COMPACTED COARSE GRANULAR FILL. 2" RIGID
INSULATION AT VERTICAL INTERSECTIONS AND 5'-0" HORIZONTALLY.
12. AT ALL STONE WALL LOCATIONS SET ANCHORS 4" FROM INSIDE FACE OF WALL.
13. ALL CONCRETE SHALL BE MIN. 3000 PSI @ 28 DAYS.
4" LALLY COLUMN, TYP.
8" TAPERED WOOD
COLS., WITH
P.T. WOOD BASE
ON PLYNTH BLOCKS, TYP. —
WEEP DRAINAGE —
TOW +!- I W
— 2X6 P.T. NAILER
— COPPER CAP FLASHING, TYP.
==3/4" O STEEL ANCHOR BOLTS
6" LONG @ 48" O.C. MAX.
rn
10" CONC. REINF. PIER
NEW STONE VENEER ADHEP.ED TO
WIRE LATH ADHERED TO
CONCRETE WALL
TYPICAL COLUMN FOUNDATION DETAIL
= 1'-0" 3/4"
(2) #5 RODS TOP & BOTTOM
CONTINUOUS -LAP BARS
24" AT SPLICES, TYR
7
8
H5
15'-6"
— — — — — — — — — — — — — — — — — I
/ </---------------- —
T.O.W. +/- I'A" \ /
— —
/ / TIE NEW FOUNDATION WALLS
AND FOOTINGS TO EXISTING
FOUNDATION WALL. V.I.F.
/ 8" CONCRETE FOUNDATION
9'-5" / / WALLS, WITH 12" DEE X 22" WIDE
/ CONCRETE FOOTING , TYR
� I
BRICK PAVERS, FLAGST NE
OR CONCRETE WITH TI FINISH
\ COORDINATE SLAB ELEV TION WITH OWNER I I
p \ / 5'-0" 6'-10 1 /8"
2" BRICK SHELF
Ou
C�
Z_
U-
0
Lu
J
TYP. CONCRETE FOUNDATION WALL•
8" CONCRETE FOUNDATION W/
2" BRICK SHELF OR STONE FACING
REINFORCE W/ 45 TOP & BOTTOM CONT.
W/ 24" MIN. LA PROVIDE CORNER BARS.
co
\o I / NOTES:
I / / 4" CONCRETE SLAB ON GRADE W/ 6X6 WWF MESH
H7 ON 15 MILS GO -WRAP VAPOR BARRIER
F — — —1 AI.O ON 2" RIGID INSULATION ON 6" COMPACTED FILL, TYP.
MATCH EXIST NG FLOOR SLAB HEIGHT
TR I 1'-6 1/4"
I
FOUNDATION PLAN
1/4" = I'-011
ROUTER 2"X4"
=Y INTO EXIST. FNDTN rl
a
EXISTING FOUNDATION WALL
a
PLAN
TYPICAL EXISTING/NEW TIE-IN FOUNDATION DETAIL
2-2X4 P.T. PLATE W/
�" DIA A307 A. BOLTS
AT 6'-0" OC, AND
P-0" MAX DISTANCE FROM
CORNERS. 2 MIN PER
WALL PLATE, TYP
\ \ TYPICAL FOUNDATION FOOTING:
\ \ \ 12" DEEP X 20" WIDE
CONCRETE FOOTING
/ \\------------- ----/
----------- ---- I
6'-9 1 /8"
NEW CONC. FOUND. WALL
T-T #5 BARS VERTICALLY
@ 12" O.C. SINK 6" INTO
EXISTING FNDTN WALL TC
EXIST. FNDTN WALL
3/4" = 1'-0"
TC
2 STONE VENEER ADHERED
TO WIRE LATH FIXED
T FOUNDATION WALL /
2'-2" 61-4"
14'-6 1 /8"
F_ —I T.O.W. +/-1 '-4" F_ 7
Lo
I _I
(3) 2x8 CEDAR HEADER I I
t-__�J---�__�-
8'-0" 2'-1 1 /8"
b.. b_ b..
CONT. STONE SILL, TYP.
COPPER CAP FLASHING, TYP.
2X4 STUD WALL (INSULATED)
s PNTD GWB
NEW STONE VENEER ADHERED TO
WIRE LATH ADHERED TO
CONCRETE WALL, TYP.
12" COMPRESSABLE FILLER
3/4" O STEEL ANCHOR BOLTS
16" LONG @ 48" O.C. MAX.
STONE VENEER ON DUROC ON
2" RIGID INSULATION, TYP.
8" CONC. FOUNDATION
WALL REINFORCED
NEW SUBFLOORAND
FLOORING AS SCHEDULED
4" CONC. SLAB W/ 6X6 WWF MESH ON
15 MIL STEGO-WRAP VAPOR BARRIER
ON RIGID INSULATION ON
6" COMPACTED POROUS FILL
(2) #5 RODS TOP & BOTTOM
TYPICAL FOUNDATION SECTION
3/4" = P-0"
COLT-M
BUILDING
t
i
4
41
i
ii.
PHASE:
CONSTRUCTION DOCUMENTS
MILL ON THE
RIVER
BAR EXPANSION
989 ELLINGTON ROAD
SOUTH WI N DSOR,
CONNECTICUT
DRAWING NAME:
DEMOLITION PLAN,
FOUNDATION PLAN,
DETAILS & NOTES
PRELIMINARY NOT FOR CONSTRUCTION
THIS COMPUTER FILE/DRAWING IS FOR INFORMATIONAL PURPOSES
ONLY AND IS NOT INTENDED FOR CONSTRUCTION. DO NOT START
CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION
DOCUMENTS FROM THE ARCHITECT STATING'ISSUED FOR CONSTRUCTION.'
DRAWN BY.-M.M.
DATE: 09-13-07
.CHECKED BY:
SCALE: AS NOTED
SHEET:
Al v0