Page 23 - Sturges Flipbook

NOTES:
Second Level

LEGEND:
WOOD FRAME WALL
CONSTRUCTION NOTES:
N1. ALIGN CENTER OF WINDOW W/ CENTER OF RIDGE.
N2. PROVIDE MEMBRANE UNDER TILED DRAIN PAN
FOR WASHER & DRYER UNITS.
N3. PULL-DOWN ATTIC STAIR.
N4. WOOD STAIR.
N5. PROVIDE GAS LINE FOR GAS STARTER.
N6. RAILING DESIGN TO CONFORM 2009 IRC & 2013
AMMENDMENTS TO THE 2009 IRC.
C L RIDGE ABOVE
68'-0"
BB AA Z Y Y
11'-0" 13'-0" 13'-0" 12'-11" 10'-8" 6'-7 3/4" 9 1/4"
N1
5 1/2" 14'-3 1/2" 5 1/2"
DORMER 8'-0"
5 1/2"
5 1/2" 1'-8" LIN. 203 2'-0" 205B 5 1/2" EQ EQ 4'-3 1/2" 6"
203
6'-3" 3 1/2" BATH 3 1/2" CLOSET 205
2'-10" 204 7'-6" 7'-0"
2'-0" 3 1/2" 3'-10" 15'-3" 5 1/2" 8'-10 1/2" 7'-6" 4'-9 1/2"
12'-6" CC N1 CLOSET 202 202 BEDROOM #1 2'-1" 205A 3 1/2" BEDROOM #2 11'-6" MASTER BEDROOM
201
206
3'-10" 204 3 1/2" 3 1/2" 15'-3" 3 1/2" 13'-9 1/2" 210 22'-0" 5 1/2" DN BALCONY 6X
6'-3" 3 1/2" 4'-9 3/4" 2'-0" 4'-9 1/2"
201 206 C L C L
1'-8" LANDING 3 1/2"
DN 18 200 1'-9" 1'-9" 6'-2 1/2" 6'-2 1/2" 3'-6" 3 1/2" V.I.F. 2'-3 1/2" 23'-0"
5 1/2" 5 1/2" 17 6'-0" N3 2'-0" 10" HOOD 1'-5 1/2" 1'-5 1/2" 11'-0 1/2"
5 1/2" 10'-1" C L H A L L DUCT 3 1/2" N5 EQ
DORMER 16 207 207 210 LINEN
18 R @ 7 1/2" 17 T @ 11 " 15 14 3 1/2" 3 1/2" 1'-9" 2'-0" 211 2'-0"
3 1/2"
3 1/2"
4'-1 1/4"
11'-6" N4 13 12 6 208 1'-6" CLOSET 3 1/2" 3 1/2" 2'-8 3/4" 3 1/2" MAJESTIC 300 DVBLSC (7) "SOLITAIRE"
7 D 209 DIRECT VENT FIREPLACE W/ BLACK SEAT
11 LAUNDRY 209 4'-2" PORCELAIN LINER & BLOWER. X
8
211
10 208 6'-0" W.I.C. 3 1/2" 4'-3 3/4" 3 1/2" 1'-7" 2'-1" 3 1/2" 2'-3 1/2"
N6 7'-0" 9 W N2 5'-6" 5 1/2" 4'-11 1/2"
5 1/2" 3'-6 1/2" 3'-6 1/2" 2'-0"
R 3 1/2" 5 1/2" 212
1'-7 1/2" 2'-10" 1'-0" 5 1/2" 2 0 0 C A R T E R H E N R Y D R I V E F A I R F I E L D , C T 0 6 8 2 4
5 1/2" 2'-3" P 2 0 3 . 3 1 9 . 9 5 7 1 F 2 0 3 . 3 1 9 . 9 5 7 2 WWW.VBARCHITECT.COM
4'-6" T 2'-7 3/4" 5 1/2" 1'-8" 6'-0" 5 1/2" 5'-8 1/2" PROJECT:
A NEW HOUSE FOR :
THE BLOMBERG RESIDENCE
3270 STURGES HIGHWAY
5'-8 1/2" 5 1/2"
N1 FAIRFIELD, CT
4'-1" 1'-7 1/2" 8'-4 1/2" 10'-0" 4'-8" 3'-8" 3'-8" MASTER 4'-3"
BATH
Q R S T T T SHEET TITLE:
212 SECOND FLOR PLAN
V
C L RIDGE ABOVE 8'-6"
18'-0" 20'-0" 4'-4 3/4" 14'-3" 2'-3" 5 1/2" 1'-8" 6'-0" 2'-9 1/4" 5 1/2" ISSUED: DATE:
4'-6" T 4'-3" ISSUED FOR PERMIT 06-24-2014
07-31-2014
ISSUED FOR CONSTRUCTION
2'-3" ALIGN
5 1/2"
2'-7 3/4"
4'-3 1/2" 4'-3 1/2" REVISED:
REVISION 10-23-2014
REVISION 12-09-2014
2'-8 3/4" N1 PROJECT NO: SHEET NO:
1401
U DRAWN BY:
4'-3 3/4" 5 1/2" 6'-0" 5 1/2" B.J. A-102
FILE :
C L RIDGE ABOVE
SECOND FLOOR PLAN These drawings and specifications, including the ideas, designs and arrangements represented
A therein are the property of the Architect. No part thereof shall be copied, disclosed to other or used
SCALE: 1/4'' = 1' - 0''
in connection with any work or project other than the specified project for which they have been
prepared without the express written consent of the Architect.
LowerLevel notified of any discrepancies or variations from the drawings. Do not scale drawings.
Written dimensions on these drawings shall take precedence over scaled dimensions. Contractors
shall verify and be held responsible for all dimensions and job conditions. The Architect must be
NOTES:
85'-6"
23'-0" 32'-3" 20'-0" 10'-3"
LEGEND:
6'-6" 10" 3'-0"
WOOD FRAME WALL
D TYP.
A-400
N4 CONCRETE FOUNDATION WALL
6" 10" 6" CHANGE IN ELEVATION
2'-8" 3'-0"
T.O. WALL -1'-2 1/4" N3
TO DRYWELL CONSTRUCTION NOTES:
N1. TYP. STEEL COLUMN W/ BASE & CAP, HSS 4 x 4 x 3/8".
T.O. WALL -1'-2 1/4" TO BEAR ON 1"-0" x 2-6" x 2-6" FOOTING W/ (4) #4 REBAR
EMEBEDED EA. WAY 3" CLEAR FROM BOTTOM.
A TYP. W A S T E
9'-6" 6" 10" 6" N4 A-400 N2. SPREAD FOOTING @ FIEPLACE TO HAVE #4 REBAR
EMBEDED 12" O.C. EA. WAY.
N3 N3. T.O. FND. WALL TO STEP DOWN @ DOOR LOCATION.
1'-10" N4. TYP. FOOTING DRAIN TO CONECT TO DRYWELL
N5. TYP. BASEMENT SLAB ON GRADE, 4" CONCRETE
REINFORCE W/ WWF 6x6 W1.4 x 1.4, SET 1" FROM TOP
PROVIDE SLEEVES IN OVER 2" RIGID INSULATION 4'-0" @ PERIMETER, 6 MIL
POLY VAPOR BARRIER AND 8" CRUSHED STONE.
UTILITIES
T.O. TERRACE CURB -0'-6" FOUNDATION WALL FOR N6. 5" GARAGE CONCRETE SLAB ON GRADE,
1'-8" T.O. WALL -1'-2 1/4" 7'-8 3/4" T.O. WALL -1'-2 1/4" REINFORCE W/ 6x6 W2.0 x W2.0 WWM SET 1 " FROM
TOP, OVER 2" RIGID INSULATON,10 MIL POLY. VAPOR
BARRIER AND 8" CRUSHED STONE; PITCH TO
DRAIN. PROVIDE EXPANSION JOINTS AS REQUIRED.
N6 10" N7. B.O. FOOTING @ SITE WALLS TO BE MIN. 3'-6"
SLAB ON GRADE BELOW GRADE; TO UNDISTURBED SOIL.
AMMENDMENTS TO THE 2009 IRC.
N3 1'-0" TYP. 1'-2" AC AC N8. RAILING DESIGN TO CONFORM 2009 IRC & 2013
1'-0" 2'-5" 10" N2
9'-6" C TYP. T.O. SHELF -1'-2 1/4" N5 PROVIDE 20'-0"
CONCRETE SLAB
A-400 5'-0" 6" 10" 6" FOR AC PADS
TERRACE ABOVE; BY OTHERS
6" 6"
TYP. 6" 10" 6" SPREAD FOOTING @
FIREPLACE; TYP. AC AC
13'-5" 4" 6" 10"
6" 4" PROVIDE
E TYP. 6" 6" AH 2 SLEEVES IN
48'-0" 2'-8" T.O. WALL -1'-2 1/4" T.O. SLAB -2'-0" A-400 TYP. WALL OUT TO AC. STOOP AND STEPS
FOUNDATION
BY OTHERS
T.O. WALL -0'-2 1/4"
B T.O. WALL -0'-2 1/4" 9'-2" 9'-2"
N4 A-400
N6
BM.
SLAB ON GRADE POCKET 1'-10"
N4
8'-0" N3 8'-11" T.O. SLAB -1'-6" N1 7 1/4"
3'-0" 10" T.O. SHELF -1'-2 1/4"
N4
71'-0" 2'-3" T.O. WALL -1'-2 1/4" T.O. SLAB -2'-0" TYP. B 71'-0"
A A-400 BASEMENT BILCO BASEMENT DOOR 6" 10" 6" 15'-0"
A-400 SIM. 001 SIZE 'C' W/ 12" EXTENSION.
CONFIRM FOUNDATION
SLAB ON GRADE T.O. WALL -1'-2 1/4" T.O. SHELF -1'-2 1/4" N5 WALLS LAYOUT AS PER A
MANUFACTURER'S SPEC.
N6 T.O. WALL -0'-2 1/4" A-400 TYP.
6'-10 1/4" N1 7'-2 1/4" 7'-2 1/4" 9'-0 1/2" 6'-1 3/4" 6'-1 3/4" 5'-9 1/4"
9'-6" N3 6" 4" 6" N8
6"
4" 6" 3'-6" 6" 4" 1 1 UP
6" 8" 6" N5 2 2 3 3 5'-7" N1 TYP. STL. N1 6" 10" 6"
T.O. WALL -1'-2 1/4" 1'-0" 4 4 N1 COLUMN POCKET BM. 7'-4" 8" 6" EQ
2'-3" 1'-10" T.O. WALL -0'-6" 3'-0" 5 5 6 6 16 R @ 7 1/2" 15 T @ 11 " N1 6 3/4" 3'-1" T.O. WALL -1'-6"
10 1 0 8" 6"
7 7 8'-6 1/2"
9 9 2'-6" 3'-5" 9X UP 5'-4"
T.O. FLOATING 8 8 TYP. 9'-6"
D TYP. N4 STEP -1'-0" 10" B T.O. SHELF -1'-2 1/4" 5'-9" T.O. WALL -1'-2 1/4"
5'-0" A-400 A-400 F TYP. 6" 6" A-400 T.O. WALL -0'-2 1/4" 6" 8"
N7 1'-10" 3'-4 3/4" 6" 10" 6" 1'-10" EQ 2 0 0 C A R T E R H E N R Y D R I V E F A I R F I E L D , C T 0 6 8 2 4
10" P 2 0 3 . 3 1 9 . 9 5 7 1 F 2 0 3 . 3 1 9 . 9 5 7 2 WWW.VBARCHITECT.COM
BM.
POCKET
T.O. WALL -1'-2 1/4" T.O. WALL -0'-6" POCKET BM. PROJECT:
A 1'-6"
6" 8" 6" N5 6" 8" 6" A-400 N4 A NEW HOUSE FOR :
TYP. T.O. WALL -1'-2 1/4" THE BLOMBERG RESIDENCE
1'-8" 3270 STURGES HIGHWAY
FAIRFIELD, CT
6'-0" 10 1/2" N5 6" 10" 1'-0" SHEET TITLE:
F
18'-0" T.O. FLOATING STEP -1'-0" A-400 TYP. 18'-5 1/2" BASEMENT - FOUNDATION PLAN
12'-0" 2'-9" 14'-6" 6" 10" 6" ISSUED: DATE:
ISSUED FOR PERMIT 06-24-2014
ISSUED FOR CONSTRUCTION 07-31-2014
AH 1 BOILER H 2 O
T.O. WALL -1'-2 1/4"
PROVIDE SLEEVES IN E REVISED:
FOUNDATION WALL FOR REVISION 1 09-19-2014
UTILITIES
6" 10" 6" E REVISION 10-23-2014
REVISION
12-09-2014
PROJECT NO: SHEET NO:
G W 1401
6" 10" 6" A E
N7 N4 TYP. DRAWN BY:
20'-0" 8'-0" 36'-0" 23'-6" A-400 B.J. A-100
G W FILE :
T.O. WALL -1'-2 1/4" 12'-0" E
87'-6" These drawings and specifications, including the ideas, designs and arrangements represented
G W therein are the property of the Architect. No part thereof shall be copied, disclosed to other or used
E in connection with any work or project other than the specified project for which they have been
UTILITIES TRENCH prepared without the express written consent of the Architect.
BASEMENT / FOUNDATION PLAN Written dimensions on these drawings shall take precedence over scaled dimensions. Contractors
A shall verify and be held responsible for all dimensions and job conditions. The Architect must be
SCALE: 1/4'' = 1' - 0'' notified of any discrepancies or variations from the drawings. Do not scale drawings.