Budh samples
description
Transcript of Budh samples
A-3
fax: 212-274-8132
phone: 212-274-9825
new york, n.y.10012
73 spring street
Architects,llp
ROTHENBERG
NAPACH
Scale:
Drawing Title:
Date:
Project:
Seal:
ScopeRev. Date
Copyright Napach Rothenberg Architecs, LLP
This drawing contains proprietary information, and may not be reproduced, distributed, or otherwise used without the express written consent of Napach Rothenberg Architecs,LLP. This drawing is a part of a set of Contract Documents, including specifications, and may be used only in conjunction with the rest of the Contract Documents. This drawing may contain revisions; contact Napach Rothenberg Architecs, LLP if there is some question as to whether or not the print and/or reproducible drawing contains the latest information shown on the originals in the procession of Napach Rothenberg Architecs, LLP.
Date:
Distribution:
Drawing number:
AS NOTED
259 CHARLES AVE.
STATEN ISLAND, NY
PROPOSED PLAN
08/21/06
ISSUE FOR BID07/21/05
1SCALE: 1/4" = 1'-0"
CONSTRUCTION PLAN - CELLAR
CONSTRUCTION PLAN - FIRST FLOOR2
SCALE: 1/4" = 1'-0"
C2
C1
C3
C4
C5
C6
C7
C8
C9
C10
C11
11
12
13
14
15
17
1819
16
120
121
122
123
W17
W1
W5
W4
W3
W2
W6
W7
W8
W9
W10
W11W12
W13
W14
W15
W16
MAX
. MOUNT
ING
HE
IGHT
OF
FIRE
EXT
INGU
ISHER
A
.F.F
4'-0"
F.E.
NEW C.T. FINISH AT
EXIST'G CONSTRUCTION
NEW PARITION; SEE
PARTITION DTLS., SHT A3
EXIST'G CONTRUCTION TO
REMAIN
EXIST'G CONTRUCTION TO
BE REMOVED
PARTITION LEGEND :
LEGEND:
2
CLOSET POLE & SHELF FOR HANDICAP ACCESSIBILITY
CENTERLINE OF POLE @ 3'-7" A.F.F. TOP OF SHELF @ 4'-0" A.F.F. SEE DETAIL 2/A3
AT SHOWER USE CEMENTBOARD INSTEAD OF
GREENBOARD
1
3
"ARCHITECTURAL DOOR STYLES-VERT.DUO" OR EQUAL
CABINET
LARSEN'S
SS2409-SM STAINLESS STEEL,SURF. MOUNTED
OR EQUAL
MP5-A
LARSEN'S
FIRE
EXTINGUISHER
REMARKS
MODEL N°:
MANUF.
ITEM
PROVIDE FIRE EXTINGUISHER : MOUNTING HEIGHT @ MAX 4'-0" A.F.F.
CONTRUCTION NOTES:
1. INSTALL NEW FIXTURES, ACCESSORIES, AND CERAMIC TILE IN BATHROOM.
2. INSTALL NEW CABINETS, COUNTERS, APPLIANCES AND FINISHES AT KITCHEN.
3. PROVIDE NEW SOLID-CORE DOORS W/ NEW LEVER-
HANDLE HARDWARE AND METAL FRAMES. SEE DOOR
HARDWARE SCHEDULE.
4. PROVIDE NEW LOWER CLOSET POLES & SHELVES.
5. ALL A/C UNITS ARE PROVIDED BY AGENCY AND
INSTALLED BY CONTRACTOR AS INDICATED.
6. PROVIDE MIXING VALVES FIR DUAL TEMPERATURE
DISTRIBUTION.
7. MODIFY SPRINKLER HEADS AS REQUIRED FOR NEW
LAYOUT.
8. PREPARE OPENING FOR NEW KITCHEN EXHAUST FAN.
9. NEW LIGHT FIXTURES, SWITCH & RECEPTACLES THROUGHOUT.
124
GARAGE
151 S.F.C1
OFFICE
151 S.F.C2
STORAGE
154 S.F.C5
OFFICE
92 S.F.C6
MECHANICAL
95 S.F.C7
OFFICE
105 S.F.C9
TOILET
25 S.F.C3
UNEXCAVATED
125
CORRIDOR
167 S.F.C8
CORRIDOR
135 S.F.C4
CORRIDOR
105 S.F.112
MED. PREP
105 S.F.12
JANITORS CL
20 S.F.13
LAUNDRY
75 S.F.14
BEDROOM
145 S.F.11
BEDROOM
195 S.F.15
BATH
60 S.F.19
PANTRY
35 S.F.18
DINING
140 S.F.110
KITCHEN
120 S.F.17
LOUNGE
230 S.F.16
LIVING
145 S.F.111
NEW WD. DECK
EX. PORCH
DRYER DRYER
WASHER WASHER
HAND
STAMP &
PHONE
LINE OF CONC.
FOOTING
4 x 4 POSTS FOR
DECK ABOVE.
FD
FD
FD
FD
CIP CONC. STAIR
PROVIDE NEW WOOD
HANDRAIL AND
BALUSTERS
DN
9R @ 7"UP
AD
8'-4"8'-21
2"
8'-4"
4'-6"
3'-3"
7'-6"4
'-41 2"
7'-10"
20
'-0"
10
'-8"
NEW 4" DIAM STEEL
POST AND BASE
PLATE
NEW 4" DIAM STEEL
POST AND BASE PL -
SEE STRUCT'L DWG'S
5'-6" 7'-3"9
'-81 2"
3'-81 2"
5"
3'-51 2"
7'-41 2"
5"
6'-1"
9'-4"
10" REINFORCED C.I.P. CONC
WALL. SEE 7/A11 SECTION FOR
REINFORCEMENT
REQUIREMENTS
NEW C.I.P.
CONC. STAIRS
7" RISER AND
11" TREAD
NEW C.I.P. CONC.
RETAINING WALL
8"
1'-111
2"
3'-61
2"
3'-71 2"
13
'-5"
14
'-111 2"
32
'-0"
14'-5"
11'-0"
18'-0"
7'-111 2"
CENTER NEW
PARTITION ON CENTER
LINE OF BEAM ABOVE
LINE OF CONC.
FOOTING
LINE OF CONC.
FOOTING
PROVIDE NEW BITUMIN
DAMPPROOFING OVER 1/8"
PROTECTION BD. AT ALL NEW
FOUNDATION WALLS
AL
IGN
AL
IGN
A6
2
A11
3
EXTERIOR WALLS TO
RECIEVE NEW 5/8" W.R.
GYP BD. FINISH O/ 1 5/8"
METAL STUDS AND RIGID
INSULATION.
EXTERIOR WALLS TO
RECIEVE NEW 5/8" W.R.
GYP BD. FINISH O/ 1 5/8"
METAL STUDS AND RIGID
INSULATION.
EXTERIOR WALLS TO
RECIEVE NEW 5/8" W.R.
GYP BD. FINISH O/ 1 5/8"
METAL STUDS AND RIGID
INSULATION.
A-
1
NEW 6" CONC. SLAB
WITH WELDED WIRE MESH
REINFORCEMENT,
PATCH AND REPAIR EX.
CONC. SLAB AS
REQUIRED. PREP EX.
SLAB THROUGHOUT TO
RECIEVE NEW FINISHES
CMD
SD
CMD
SD
CL
ALIGN
2'-5"
5"
6'-91 2"
3'-91 2"
9'-2"
5"
5"
5"
1'-0"
11
'-2"
8"
11
'-10"
4'-6"
4'-2"
2'-6"
CL
CL
CL
CL
CL CL CL CL
CL
A6
1
A5
3
A5
2
A5
1
THROUGH WALL
DRYER VENT
2'-11"
6'-3"
SINKBC
REF
3'-61 2"
1'-8"
1'-7"
3'-8"
7'-21 2"
2'-11"
3'-9"
4'-0"
5'-6"71
2"
5'-8"
4'-8"
4'-71
2" 1'-51
2"
3'-7" 3'-3"
12'-11"
AL
IGN
AL
IGN
6'-3" 11'-9"
18'-0"
7'-6" 24'-11"
10'-6"
8'-0"
6'-0"
15
'-7"
3'-11"
6'-6"
32
'-0"
3'-8"
5"
9'-3"
2'-5"
15
'-7"
6'-3"
6'-0"
10'-2" 4'-3"
LINE OF NEW FLOOR
HEADER ABOVE
NEW 4" DIAM.
STL. POST
NEW 4" DIAM.
STL. POST
NEW 4" DIAM.
STL. POST
EX. FLR JOISTS
NEW 2x 12 WD. JOISTS
@ 16" O.C.
NEW 2x 12 WD. JOISTS
@ 16" O.C.
NEW 2x 12 WD. JOISTS
@ 16" O.C.
LINE OF SECOND
FLR
LNE OF SECOND
FLR
EX. FLR JOISTS
PROVIDE FULL DEPTH BATT
INSULATION AND 6 MIL VAPOR
BARRIER AT UNDERSIDE OF
JOISTS OVER UNEXCAVATED
AREA.
RANGE
DW
REF
SINK
PROVIDE PAINT GRADE
3/4" WD SHELVES ON
CLEATS. SPACE
SHELVES AT 15" O.C.
UP
UP
DN
LINE OF EX, BM ABOVE
5'-1"
5"
2'-0"
CL CL
CL
A6
1
A5
3
A5
2
A5
1
NOTE:
PROVIDE ALARM WATER
SENSOR IN MASTER BATH
PAN/FLR - IF ACTIVATED, ALARM SHALL SOUND OFF
AND SHUT DOWN WATER
SUPPLY TO WASHER
W/SOLENOID VALVES BY
ASCO- 8210 SERIES OR
APPROVED EQUAL
8"
3'-0"
12
'-9"
3'-10"
20
'-3"
UP
4R @ 7"
OPEN RISER
WD. STAIRS
2'-6"
2
1
4
1
5
1
1
1
5
5
4
4
4
4
5
5
1
4
1
1
2
1
2
3
3
2
2
1
2
6
6
6
2
1
2
1
1
6
6
6
6
1
1
6
2
3
4
1 A7
6
7
8
5 A7
9
10
11
12 A7
10" REINFORCED C.I.P.
CONC WALL. SEE
SECTION 7/ A11 FOR
REINFORCEMENT
REQUIREMENTS
2-2x10 WD HEADER
2-2x10 WD HEADER
2x10
WD
HEADER
2x10
WD
HEADER
2'-6"2'-6"
2'-6"
2'-6"
LINE OF CONC.
FOOTING
LINE OF CONC.
FOOTING
BASE PLATE 10 1/2" x 6" x
3/4" WITH NON-SHRINK
GROUT AND 2-3/4"
ANCHOR BOLTS (TYP) - POSTS TO BE WELDED
TO BASE PLATE AND CAP
PLATE WITH 1/4" FILLET
WELD
C12
1
MATCH EX.
WALL WIDTH
GAS METER LOCATION.
CLOSET DEPTH AND
DOOR OPENING TO BE
DETERMINED IN FIELD
90 S.F.
OFFICE
95 S.F.STORAGE
MECH.
STORAGE
150 S.F.
150 S.F.
ROOM
105 S.F.
OFFICE
SPACE
CRAWL
150 S.F.
STORAGE
DINING
140 S.F.
BATH
60
S.F.
CORRIDOR
105 S.F.
BEDROOM
145 S.F.
MED.
PREP.
40
S.F.
CERAMIC TILE
LIVING
240 S.F.
BEDROOM
195 S.F.
JANITOR CL.
20 S.F.
LAUNDRY
75 S.F.
WASHER
DRYER
PANTRY
35 S.F.
CERAMIC TILE
KITCHEN
120 S.F.
LOUNGE
230 S.F.
F.D.
A-5
fax: 212-274-8132
phone: 212-274-9825
new york, n.y.10012
73 spring street
Architects,llp
ROTHENBERG
NAPACH
Scale:
Drawing Title:
Date:
Project:
Seal:
ScopeRev. Date
Copyright Napach Rothenberg Architecs, LLP
This drawing contains proprietary information, and may not be reproduced, distributed, or otherwise used without the express written consent of Napach Rothenberg Architecs,LLP. This drawing is a part of a set of Contract Documents, including specifications, and may be used only in conjunction with the rest of the Contract Documents. This drawing may contain revisions; contact Napach Rothenberg Architecs, LLP if there is some question as to whether or not the print and/or reproducible drawing contains the latest information shown on the originals in the procession of Napach Rothenberg Architecs, LLP.
Date:
Distribution:
Drawing number:
AS NOTED
259 CHARLES AVE.
EXTERIOR ELEVATION
EXISTING PLAN INCLUDING DEMOLITION WORK
08/21/06
ISSUE FOR BID07/21/05
1SCALE: 1/4" = 1'-0"
SOUTH ELEVATION NORTH ELEVATION
SCALE: 1/4" = 1'-0"2
WEST ELEVATION3
SCALE: 1/4" = 1'-0"
+/- 2'-6"
+/- 11'-10"
+/- 5'-6"
EX. GARAGE DOOR TO REMAIN.
PATCH AND REPAIR AS
REQUIRED. NEW PATCHES OR
REPLACEMENT TO BE DONE
WITH ipe WOOD
+/- 0'-0"
GRADE LEVEL
FIRST FLOOR
SECOND FLOOR
AVG CLG HT
EX. FIN. RIDGE
CELLAR
8'-0"
9'-4"
8'-0"
3'-7"
11W17W16
W26 W25
A6
2
X
GRADE LEVEL
FIRST FLOOR
SECOND FLOOR
AVG CLG HT
EX. FIN. RIDGE
CELLAR
8'-0"
9'-4"
8'-0"
3'-7"
W10
125
W20W21W22
W18W19
W6W7W8
W9W11
W1
NEW ASPHALTIC SHINGLE ROOF OVER
90 LB FELT PAPER AND 3/4
PLYWD SHEATHING.
A6
2
A6
1
A5
3
A5
2
A6
1 A5
3
A5
1
NEW ALUMINUM GUTTER
AND DOWNSPOUT WITH
LEADER
NEW ASPHALTIC SHINGLE ROOF OVER
90 LB FELT PAPER AND EXISTING
PLYWD SHEATHING. RAPAIR/REPLACE
SHEATHING AND METAL FLASHING AS
REQUIRED
PROVIDE NEW RIDGE
VENT
PROVIDE NEW EAVE VENTS
PROVIDE NEW EAVE VENTS
PROVIDE NEW RIDGE
VENT
NEW ALUMIUM SIDING TO
MATCH EXISTING
+/- 19'-10"
+/- 23'-5"
PROVIDE NEW ALUMINUM
GUTTER AND
DOWNSPOUT WITH
LEADER TO REPLACE
EXISTING
5'-10"
TOP
OF
FOOT
ING
- SEE
STRUCT
'L
DWG
'S
3'-6"
MIN
. T
/O
FOOT
ING
AT
UNEXCAVATED
AREA
2'-4"
3'-6"
LINE OF EXISTING
HOUSE
NEW DRYER
VENT COVER
2'-10"
4'-0"
12" DIAM SONA-TUBES
FILLED WITH CONC. FOR
DECK POSTS
EXISTING PORCH, METAL RAIL AND ALUM. CANOPY TO
REMAIN. PATCH AND REPAIR
AS REQUIRED
+/- 2'-6"
+/- 11'-10"
+/- 5'-6"
+/- 0'-0"
+/- 19'-10"
+/- 23'-5"
NEW ALUMINUM
LEADER
SPLASH BLOCK
NEW ALUMIUM SIDING TO
MATCH EXISTING
NEW WOOD DECK
AND RAIL
NEW ALUMINUM
LEADER
SPLASH BLOCK
12
1 3
/412
1 1
/4
2'-3"
3'-6"
4'-2"
ROOF SLOPES ARE
EXISTING AND TO
REMAIN
EXISTING PORCH, METAL RAIL AND ALUM. CANOPY TO
REMAIN. PATCH AND REPAIR
AS REQUIRED
NEW ALUMIUM SIDING TO
MATCH EXISTING
NEW ASPHALTIC SHINGLE ROOF OVER
90 LB FELT PAPER AND 3/4
PLYWD SHEATHING.
NEW ALUMINUM GUTTER
AND DOWNSPOUT WITH
LEADER
12" DIAM SONA-TUBES
FILLED WITH CONC. FOR
DECK POSTS
NEW WOOD DECK
AND RAIL
PROVIDE NEW CEMENT PARGING
OVER EXISTING
OR NEW CONC. BLK
3'-6"
T/O FOOTING AT
UNEXCAVATED AREA
MIN
A-7
fax: 212-274-8132
phone: 212-274-9825
new york, n.y.10012
73 spring street
Architects,llp
ROTHENBERG
NAPACH
Scale:
Drawing Title:
Date:
Project:
Seal:
ScopeRev. Date
Copyright Napach Rothenberg Architecs, LLP
This drawing contains proprietary information, and may not be reproduced, distributed, or otherwise used without the express written consent of Napach Rothenberg Architecs,LLP. This drawing is a part of a set of Contract Documents, including specifications, and may be used only in conjunction with the rest of the Contract Documents. This drawing may contain revisions; contact Napach Rothenberg Architecs, LLP if there is some question as to whether or not the print and/or reproducible drawing contains the latest information shown on the originals in the procession of Napach Rothenberg Architecs, LLP.
Date:
Distribution:
Drawing number:
AS NOTED
259 CHARLES AVE.
SECTION/ ELEVATION
08/21/06
--
9SCALE: 1/4" = 1'-0"
SECTION / ELEVATION
SECTION / ELEVATION
SCALE: 1/4" = 1'-0"5
1SECTION / ELEVATION
SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"
SECTION / ELEVATION2
SECTION / ELEVATION
SCALE: 1/2" = 1'-0"3
SECTION / ELEVATION4
SCALE: 1/2" = 1'-0"
SCALE: 1/4" = 1'-0"
SECTION / ELEVATION6
SECTION / ELEVATION
SCALE: 1/4" = 1'-0"7
SCALE: 1/4" = 1'-0"
SECTION / ELEVATION8
SCALE: 1/4" = 1'-0"
SECTION / ELEVATION10
SECTION / ELEVATION11
SCALE: 1/4" = 1'-0"
SECTION / ELEVATION12
SCALE: 1/4" = 1'-0"
PT
KIT
DW
MW
REF
C6
WC
LINE OF 20 GA.
MTL. PLATE
GB2
TP
2'-0"
LAV1
GB1
2'-0"
3'-6"
+/-
7'-10"
P. GWB
LC
WC
1'-3"LC
P. GWB
LINE OF 20 GA.
MTL. PLATE
GB1
GB2
LC
APPROX.
LOCATION OF
CENTER LINE
FOR EX. TOILET
+/-4
'-4"
+/-
7'-10"
P. GWB
NEW CER. TILE FLOORING
OVER THIN SET
+/-7
'-10"
RH
EQ.EQ.
RH
R
3'-0"
1'-6"
2'-7"
2" 2'-4" 2'-6" 2'-8" 1'-4" 2"
6"
4"
2'-01 2"
6"
11 2"
2" 2'-4" 2'-6" 2'-8" 1'-4" 2"
NEW SWITCH TO
RANGE HOOD
8'-0"
GWB SOFFIT
CER TILE
BACKSPLASH
MERILLAT
CABINETS TO BE
SOLID OAK
COUNTER TOP
TO BE 3/4" THK
BIRCH PLYWOOD
W/ PLASTIC
LAMINATE
FINISH W/ BACK
SPLASH
4"
122
MERILLAT
CABINETS TO BE
SOLID OAK
COUNTER TOP
TO BE 3/4" THK
BIRCH PLYWOOD
W/ PLASTIC
LAMINATE
FINISH W/ BACK
SPLASH
GWB SOFFIT
ALIGN
3'-6"
3'-6"
3'-0"
10"
1'-81
2"
2'-6"
1'-91
2"
10"
3'-0"
MERILLAT
CABINETS TO BE
SOLID OAK
COUNTER TOP
TO BE 3/4" THK
BIRCH PLYWOOD
W/ PLASTIC
LAMINATE
FINISH W/ BACK
SPLASH
6'-10"
4'-2"
GFI OUTLET GFI OUTLET
LT. SWITCH
5'-61 2"
1'-61 2"
2'-81
2" 1'-21
2" 2'-21
2"
10" 2"1"
1" 2'-1" 1'-1" 1" 3'-6" 1" 2'-3" 1"
GFI
OUTLET
LT.
SWITCH
3'-0"
4'-10"
24" WIDE CORIAN
PANELS
CORNER GRAB
BAR WITH 12" AND
30" LEG LENGTHS
CAULK
JOINTS
SCR
3'-0"
WC
WC
SH
GB1
TP
MIR
LAV2
3'-10"
1'-71
2"
2'-0"
2'-4"
2'-8" MAX
.
GB3
3'-0"4
'-0"
11"
3'-6"
7'-10"
FLOUR.
FIXT
24" WIDE
CORIAN SLABS
CAULK
JT
TB
3'-0"
3'-6"
10"
3'-0"
GB1
2'-11
2"
16
4'-6"
3'-6"
4'-0"
EQ EQ
RH
24" WIDE
CORIAN SLABS
CER. TILE WAINSCOT
CAULK
JT
LT.
SWITCH
7'-10"
GWB CEILING
W13
6'-4"
5'-0"
2'-6"
GFI OUTLET
A-11
fax: 212-274-8132
phone: 212-274-9825
new york, n.y.10012
73 spring street
Architects,llp
ROTHENBERG
NAPACH
Scale:
Drawing Title:
Date:
Project:
Seal:
ScopeRev. Date
Copyright Napach Rothenberg Architecs, LLP
This drawing contains proprietary information, and may not be reproduced, distributed, or otherwise used without the express written consent of Napach Rothenberg Architecs,LLP. This drawing is a part of a set of Contract Documents, including specifications, and may be used only in conjunction with the rest of the Contract Documents. This drawing may contain revisions; contact Napach Rothenberg Architecs, LLP if there is some question as to whether or not the print and/or reproducible drawing contains the latest information shown on the originals in the procession of Napach Rothenberg Architecs, LLP.
Date:
Distribution:
Drawing number:
AS NOTED
259 CHARLES AVE.
EAST ELEVATION
SECTION/ ELEVATION
08/21/06
--
SCALE:
TYP. ROOF VENT DET'LA11
51 1/2" = 1'-0"
ROOF VENT
WOOD BLOCK AS REQUIRED
ROOF RAFTERS - SEE
STRUCT'L DRAWINGS
2 PLY MODIFIED BIT.
ROOFING - TYP.
3/4" EXTERIOR GRADE
F.P. PLYWD SHEATHING
CAP FLASHING
SOLDERED LAP SEAM
FLASHING SLEEVE
VENT CLAMP
ROOF BATT INSULATION W/
VAPOR BARRIER TOWARDS
WARM SIDE
ELASTOMERIC
SEALANT
2" M
IN.
12" MIN
MECHANICALLY
FASTENED BASE
SHEET -TYP
SCALE:
GYP. BD. CLG. ON JOISTSA11
4NTS
SCALE:
FIRESTOPPING DET.A11
1NTS
SEE PLAN FOR ROOF
SLOPE
SCALE:
TYP. DET. SECT. @ SECOND FLRA11
63/4" =1'-0"
SCALE:
TYP. DECK SECTIONA11
23/4" = 1'-0"
SCALE:
TYP. DET. SECT. @ NEW EXTERIOR STAIRA11
33/4" = 1'-0"
SCALE:
TYP. DET. SECT @ FOUNDATION AND FIRST FLRA11
73/4" =1'-0"
2x6 WD HANDRAIL
4"
4"
1 x 2 RAILS
1 x 1 BALUSTERS
1 x 2 RAILS
4 x 4 RAIL POST
3'-6"
2 x 4 PLANKS
PARALELL TO JOISTS.
2 x 8 JOISTS AT 16" O.C.
(2) 2X10 HEADER
SIMPSON STRONG
TIE OR COMPARABLE
JOIST HANGER
3/8" x 4" LAG BOLTS
W/ 1 1/2" DIAM
WASHERS
SIMPSON STRONG
TIE OR COMPARABLE
POST SUPPORTGRADE LEVEL
4'-0"
12" DIAM SONA
TUBE WITH SOLID
CONC. FILL
PITCH TO DRAIN
7"
1"
10"
2'-7"
T/O OF NEW C.I.P. CONC.
RETAINING WALL
NEW C.I.P.
REINFORCED CONC.
STAIRS
METAL HANDRAIL
4" THK REINFORCED CONC.
SLAB. sEE STRUCT'L DWG'S
FOR REINFORCEDMENT
COMPRESSION
MATERIALT/O FOOTING FOR RETAINING WALL.
SEE STRUCT'L DWG'S FOR
SPECIFICATIONS
METAL REBARS - SEE
STRUCT'L DWG'S
FOR SPECIFICATION
6" GRAVEL FILL
COMPACTED SOIL FILL
5'-6"
VER
IFY
IN
FIELD
2'-8" M
IN.
4" REINFORCED
CONC. LANDING
SLAB
4" GRAVEL FILL
13'-61
2"
16
'-0"
EX. RAFTERS
NEW RIDGE VENT. SEE
SPECIFICATIONS
ASPAHLT SHINGLES
90 # FELT PAPER
5/8" GWB
NEW SISTERED
RIDGE BM. - VERIFY
FIELD CONDITIONS
PRIOR TO WORK
ALLOW MIN 1" AIRSPACE
BETWEEN INSULATION AND
SHEATHING
BATT INSULATION
PROVIDE NEW
BLANKET
INSULATION
NEW 5/8" GWB
ASPAHLT SHINGLES
90 # FELT PAPER
NEW PLYWD SHEATHING AS
REQUIRED.
3/4" PLYWD SHEATHING
7'-0"
4"
2'-6"
NEW THERMOPANE
INSULATED WINDOW. SEE
WINDOW SCHEDULE FOR
SIZE
3" DIAM AIR VENT HOLES@ 16" O.C. PROVIDE FINE
MESH SCREEN OVER HOLE
1 x 10 FASCIA
2 X 10 WOOD RAFTERS @ 16" O.C. - SEE STRUCT'L
DRAWINGS
4" ALUM. GUTTER
EXISTING SLOPE TO
REMAIN
FLASHING
12
1 3
/4
NEW ALUM. SIDING TO MATCH
EXISTING
TYVEK OR COMPARABLE
BUILDING WRAP
3/4" PLYWD SHEATHING
NEW RIDGE VENT. SEE
SPECIFICATIONS
ASPAHLT SHINGLES
90 # FELT PAPER
3/4" PLYWD SHEATHING2 x 12 WD RAFTER
@ 16" O.C. - SEE STRUCT'L DWG'S
WD. LEDGER
5/8" GWB
2 X 6 WD. STUD @ 16" O.C.
FULL DEPTH BLANKET
INSULATION WITH VAPOR
BARRIER TOWARDS
WARM SIDE
2 x 12 WD. JOISTS @ 16" O.C. - SEE STRUCT'L
DWG'S.
4x12x3/8" STL TUBE
2 x 12 WD. JOISTS @ 16" O.C. - SEE STRUCT'L
DWG'S.
3/4" PLYWD SUBFLR'G
5/8" GWB
FULL DEPTH BATT
INSULATION WITH VAPOR
BARRIER TOWARDS WARM
SIDE
12
1 1
/4
12
1 1
/4
3"
+/-8
'-5"
2ND FLOOR
ASPAHLT SHINGLES
90 # FELT PAPER
ALLOW MIN 1" AIRSPACE
BETWEEN INSULATION AND
SHEATHING
3/4" PLYWD SHEATHING
3" DIAM AIR VENT HOLES@ 16" O.C. PROVIDE FINE
MESH SCREEN OVER HOLE
1 x 10 FASCIA
4" ALUM. GUTTER
FLASHING
NEW ALUM. SIDING TO MATCH
EXISTING
TYVEK OR COMPARABLE
BUILDING WRAP
3/4" PLYWD SHEATHING
NEW THERMOPANE SLIDING
DOOR. SEE DOOR SCHEDULE
FIN FIRST FLOOR
2 x 10 WD. JOISTS @ 16" O.C. - SEE STRUCT'L
DWG'S.
3/4" PLYWD SUBFLR'G
4" REINFORCED C.I.P
CONC. SLAB
6 MIL POLYETHELENE
VAPOT BARRIER
6" GRAVEL FILL
12 x 30 REINFORCED CONC.
FOOTING. PROVIDE #4 BARS
AT 12" 0.C. EACH WAY, EACH FACE.
CEMENT WASH
PERFORATED FOOTING
DRAIN. SEE MECH. DWG'S
FOR SPECIFICATIONS
GRAVEL FILL
10" REINFORCED C.I.P. CONC.
FOUNDATION WALL. PROVIDE
#4 BARS AT 12" 0.C. EACH
WAY, EACH FACE.
TERMITE SHIELD
ANCHOR BOLT
PROVIDE STUCCO FINISH ON
EXPOSED CONC. BLOCK
GRADE LEVEL
CELLER LEVEL
LIQUID APPLIED
WATERPROOFING OVER 1/8"
PROTECTION BOARD
2 1/2" MTL STUDS W/
CONT. TOP AND BOTTOM
TRACKS
5/8" GWB
4x4 WD POST
1'-0"
2'-6"
MATERIAL
WINDOW SCHEDULE -- 529 W 35TH ST.
MATERIALMANUFACTURER
WINDOW
NO. TYPEH
SIZE
WINDOW
FINISHW TH
TYPE
JAMB HEAD
HDWR.SILL
MAT.
FRAME
FINISH TYPE SET
REMARKS
W1 ANDERSON - ALUM/GL - 2'-9" 1'-6" - - - ALUM - - - - AWNING
W6 ANDERSON - WD/GL - EX EX - - - WD PT - - - NEW DOUBLE HUNG IN EX. OPENING
W2 ANDERSON - ALUM/GL - 2'-9" 1'-6" - - - ALUM - - - - AWNING
W3 ANDERSON - ALUM/GL - 2'-9" 1'-6" - - - ALUM - - - - AWNING
W4 ANDERSON - ALUM/GL - 2'-9" 1'-6" - - - ALUM - - - - AWNING
W5 ANDERSON - ALUM/GL - 2'-9" 1'-6" - - - ALUM - - - - AWNING
W7 ANDERSON - WD/GL - EX EX - - - WD PT - - - NEW DOUBLE HUNG IN EX. OPENING
W8 ANDERSON - WD/GL - 3'-0" 4'-6" - - - WD PT - - - DOUBLE HUNG - SIZE TO MATCH ADJ EX.
W9 ANDERSON - WD/GL - 3'-6" 4'-6" - - - WD PT - - - DOUBLE HUNG
W10 ANDERSON - WD/GL - 3'-6" 4'-6" - - - WD PT - - - DOUBLE HUNG
W11 ANDERSON - WD/GL - 4'-0" 4'-6" - - - WD PT - - - DOUBLE HUNG
W12 ANDERSON - WD/GL - 4'-0" 4'-6" - - - WD PT - - - DOUBLE HUNG
W13 ANDERSON - WD/GL - 3'-6" 4'-6" - - - WD PT - - - DOUBLE HUNG
W14 ANDERSON - WD/GL - EX EX - - - WD PT - - - NEW DOUBLE HUNG IN EX. OPENING
W15 ANDERSON - WD/GL - EX EX - - - WD PT - - - NEW DOUBLE HUNG IN EX. OPENING
W16 ANDERSON - WD/GL - EX EX - - - WD PT - - - NEW CASE/PICT WIN COMBO IN EX. OPENING
W17 ANDERSON - WD/GL - EX EX - - - WD PT - - - NEW DOUBLE HUNG IN EX. OPENING
W18 ANDERSON - WD/GL - EX EX - - - WD PT - - - NEW DOUBLE HUNG IN EX. OPENING
W19 ANDERSON - WD/GL - 3'-6" 4'-2" - - - WD PT - - - DOUBLE HUNG
W20 ANDERSON - WD/GL - 3'-6" 4'-0" - - - WD PT - - - DOUBLE HUNG
W21 ANDERSON - WD/GL - 2'-0" 4'-0" - - - WD PT - - - DOUBLE HUNG
W22 ANDERSON - WD/GL - 3'-6" 4'-0" - - - WD PT - - - DOUBLE HUNG
W23 ANDERSON - WD/GL - 3'-6" 4'-2" - - - WD PT - - - DOUBLE HUNG
W24 ANDERSON - WD/GL - EX EX - - - WD PT - - - NEW DOUBLE HUNG IN EX. OPENING
W25 ANDERSON - WD/GL - EX EX - - - WD PT - - - NEW DOUBLE HUNG IN EX. OPENING
W26 ANDERSON - WD/GL - EX EX - - - WD PT - - - NEW DOUBLE HUNG IN EX. OPENING
NOTE:
1.) ALL EXISTING SKYLIGHTS TO REMAIN. REPAIR/REPLACE AS REQUIRED
2.) ALL WINDOWS TO HAVE THERMOPANE INSULATED GLASS .
3.) WINDOWS TO BE VYNIL CLAD WOOD WINDOWS, WITH VYNIL CLAD WD FRAMES. INTERIOR TO BE PAINTABLE.
3/4" PLYWOOD T&G SUBFLOOR
1 HOUR RATED PARTITION
W/FIRESTOPPING PERPENDICULAR TO JOISTSW/FIRESTOPPING PARALLEL TO JOISTS
1 HOUR RATED PARTITION
CONT MTL TOP TRACK
SUBFLOOR ABOVE
ANCHORED TO
BOTH SIDES
FIN FLOORING - SEE FIN. SCHEDULE
1 HOUR RATED
M.E.A.# 89-90-MPARTITION
SUBFLOOR BELOW
CONT MTL BOTTOM
TRACK ANCHORED TO
3/4" PLYWOOD SUBFLOOR
MINERAL WOOL BETWEEN STUDS
@ HEIGHT OF BOTTOM OF FINISHED CLG
TRACKS ANCHORED TOGETHER
5/8" FIRECODE GYP BD
MTL STUDS @ 16" 0.C. MAX
TAPE JOINT EACH SIDE
5/8" FIRECODE GYP BD CLG
CONT MTL BOTTOM & TOP
3" THK THERMAFIBER OR
MTL STUDS @ 16" 0.C. MAX
WD JOISTS BEYOND
WD JOISTS @ 16" O.C. MAX.
CONT MTL TOP TRACK
SUBFLOOR ABOVE
ANCHORED TO
5/8" FIRECODE GYP BD
ATTACHED TO JOISTS
7/8" METAL CHANNELS
WOOD JOISTS
@ 16"O.C.
OR MTL. STUDS