FIRST FLOOR CONSTRUCTION PLAN and h-1* at 4" nom walls per strl dwgs sheet s-1, uon (bearing wall...
Transcript of FIRST FLOOR CONSTRUCTION PLAN and h-1* at 4" nom walls per strl dwgs sheet s-1, uon (bearing wall...
1'-5"
2'-2"
2'-9" 2'-9"
18 R @ 7
5
8
"
7R @ 7
1
4
"
7"
2'-0"
4'-5
1
2
"
1. REFER TO LANDSCAPING / SITE PLAN FOR FINAL GRADES, LANDSCAPING & EXTERIOR FEATURES
(INCLUDING, BUT NOT LIMITED TO, FENCES, RETAINING WALLS, SIDEWALKS AND PAVERS).
2. DIMENSION ARE FROM THE FACE OF SHEATHING OR CMU. THE FACE OF SHEATHING ALIGNS WITH THE
FACE OF THE FOUNDATION CMU WALL. REFER TO FOUNDATION DETAILS.
3. INTERIOR WALL DIMENSIONS ARE FROM FACE OF STUD.
5. WINDOW HEADER AT GARAGE LEVEL IS 7'-0" AFF, UON.
6. WINDOW HEADER AT LIVING LEVEL IS 8'-0" AFF, UON.
7. ALL HEADERS AT OPENING IN EXTERIOR AND INTERIOR BEARING WALLS SHALL BE H-1 TYPE AT 6" NOM
WALLS AND H-1* AT 4" NOM WALLS PER STRL DWGS SHEET S-1, UON (BEARING WALL SHOWN HATCHED PER
LEGEND ON TITLE SHEET).
8. REFER TO SHEET S-1 FOR WOOD FRAMING DETAILS, SCHEDULES & NOTES.
9. WINDOW SIZES SHOWN IN INCHES, BASED ON MARVIN INTEGRITY WOOD-ULTREX
FIRST FLOOR CONSTRUCTION PLAN NOTES
EQEQ
(3) 11
7
8
" LVL DROPPED
(2) 16" L
VL
5'-7
1
2
"
5'-10
1
2
"
BEAM JOIST BY
MFR (LOAD
BEARING WALL
ABOVE)
BEAM JOIST BY
MFR (LOAD
BEARING WALL
ABOVE)
BEAM JOIST BY
MFR (LOAD
BEARING WALL
ABOVE)
(2) 11
7
8
" L
VL
D
RO
PP
ED
EP
PATIO
GARAGE
27"
W
27"
D
Kohler Cast IronSinksExecutive ChefK-5931-4U
+20'-9"
LAUNDRY
BACK
PORCH
LIVING
KITCHEN
DINING
FRONT
PORCH
BACK
ENTRY
COATS
PANTRY
VITREOUS CHINALAVATORYCAXTONK-2211
PDR
RM
GRILL BY
OWNER
4276 DH4276 DH
5080 GL
1880 S
L1880 S
L
2880
GL
WINE
BAR
DW
2080 S
L2080 S
L
2640 DH
2640 DH
2547CMT
3468 GL /
20 TRSM
3876 DH
3876 DH
UP
DN
2547 CMT
2080
2668
2868
3
0
6
8
OPT
CAB REF
4
8
6
8
4680
3280
2870 G
L
2676 D
H2676 D
H4276 D
H
4276 DH 4276 DH
2640 DH
4" MULLION
4" MULLION
6" MULLION 6" MULLION
4"
MULLION
4"
MULLION
13'-9
1
2
"
10'-1" 10'-1"
5'-9
1
2
"7'-9"
7'-8"
4'-1
1
2
"4'-8
1
2
"
2'-6" 7'-7" 2'-6"7'-7"
4" BRICK RECESS
WITH SILL, REFER
TO ELEVATIONS
WOODBURNING
42" FP INSERT
11'-0"
7'-3
1
2
"
ALIGN
8070 O
VE
RH
EA
D8070 O
VE
RH
EA
D
+16'-4"
+16'-6"
+20'-5"
+20'-5"
+17'-0"
+16'-2"
+16'-0"
+16'-2"
FURRED OUT WALLTO FACE OF
THICKENED FOUNDATION
WITH BRICK VENEER BELOW
+16'-1"
EXISTING MASONRY
WALL, VERIFY LOCATION
IN FIELD
7R @ 7" / 11" T
DN
TRASH6R @ 6
1
2
" / 11" T
DN
4" STEP
4" STEP
4" STEP
+16'-4"
+20'-9"
+20'-3"
+20'-3"
5'-2"
16" OWJ @ 16" OC PER MFR
16" O
WJ @
16" O
C P
ER
M
FR
2 X 8 CLG JSTS @ 16" OC
16" O
WJ @
16" O
C P
ER
M
FR
16" O
WJ @
16" O
C P
ER
M
FR
16" O
WJ @
16" O
C P
ER
M
FR
(3) 16" LVL
EXISTING FENCE, VERIFY
LOCATION IN FIELD
4'-0"
W & D ALCOVE, ±5' CLG HT
4'-9
1
2
"
11'-3
1
2
"11'-3
1
2
"
13'-7"
3'-11
1
2
"1'-4
1
2
"9'-9
1
2
"
6'-3"
9'-9
1
2
"4'-0
1
2
"
6'-11"1'-0"
22'-7"18'-11"25'-10"12'-0"
79'-4"
1'-0"
3'-3
1
2
"
5'-0"
5'-0"
3'-3
1
2
"5'-9
1
2
"5'-7
1
2
"
17'-7
1
2
"
11'-5"
29'-0"
1'-0" 6'-11"
4'-0
1
2
"
9'-9" 6'-4" 9'-9" 4'-0" 14'-11"
6'-4
1
2
" 16'-2
1
2
"
1'-0" 11'-0" 25'-10" 18'-11" 22'-7"
79'-4"
11'-2"
11'-6"
7'-0"
22'-8"
29'-8"
7" EQEQ
4'-0"
2'-4"
FLARED SHINGLES BELOW,
REFER TO ELEVATIONS
36" REF
5'-9"
WIN
D B
RA
CE
'A
' P
ER
S
TR
L D
WG
S
W 8
X 1
3 ST
CO
L
W
8 X
13 S
T C
OL
W
8 X
13 S
T C
OL
WIND BRACE 'B' PER STRL DWGS
SW-1
SW-1 SW-1
SW-1 SW-1
SW-1
SW-1
SW
-1
SW
-1
SW-1
H-2
H-2
H-2
H-2
H-2
WIND BRACE 'B' PER STRL DWGS
6
X
6
T
IM
B
E
R
P
O
S
T
(
T
Y
P
)
6
X
6
T
IM
B
E
R
P
O
S
T
(
T
Y
P
)
W 12 X 22
STL BEAM
W 12 X 22
STL BEAM
W 12 X
22 S
TL
B
EA
M
SW-1
SW-1
(3) 16" L
VL
A7
1
A7
3
A7
2
8' HT CASED OPENING
EM
S/C
FEX
EO
EO
WERMERS DESIGN &
ARCHITECTURE PLC
1177 STARR WAY
VIRGINIA BEACH, VA 23454
757-435-3519
DATE:
SCALE:
© 2014 W
ER
ME
RS
D
ES
IG
N &
A
RC
HIT
EC
TU
RE
, P
LC
(F
IL
E: A
2 F
IR
ST
F
LO
OR
C
ON
ST
RU
CT
IO
N P
LA
N.d
wg
P
LO
TT
ED
: A
ug
ust 9, 2016)
TITLE:
REVISIONSNO. DATE
0 PERMIT REVIEW 7/11/16
NEW
R
ESID
EN
CE
CA
VA
LIER
R
ESID
EN
CES LO
T 53
Virginia B
each, V
A 234
51
DRAWINGS PREPARED FOR:
ERIK HOMES
2100 Mediterranean Ave, #134
Virginia Beach, VA 23451
757-227-6898
PERMIT
1 PERMIT 8/9/16
A2
1
SCALE: 1/4"=1'-0"
FIRST FLOOR CONSTRUCTION PLAN
AUGUST 9, 2016
AS NOTED
FIRST FLOOR
CONSTRUCTION PLAN
A2
2'-6"
1. EXTERIOR WALL DIMENSION ARE FROM THE FACE OF SHEATHING OR CMU. THE FACE OF SHEATHING
ALIGNS WITH THE FACE OF THE FOUNDATION CMU WALL. REFER TO FOUNDATION DETAILS.
2. INTERIOR WALL DIMENSIONS ARE FROM FACE OF STUD.
3. ALL HEADERS AT OPENING IN EXTERIOR AND INTERIOR BEARING WALLS SHALL BE H-1 TYPE AT 6" NOM
WALLS AND H-1* AT 4" NOM WALLS PER STRL DWGS SHEET S-1, UON (BEARING WALL SHOWN HATCHED PER
LEGEND ON TITLE SHEET).
4. WINDOW HEADER AT THE ROOM OVER GARAGE (MASTER BEDROOM) LEVEL IS 8'-0" AFF, UON.
5. WINDOW HEADER AT THE UPPER, 2ND LEVEL IS 7'-0" AFF, UON.
6. REFER TO SHEET S-1 FOR WOOD FRAMING DETAILS, SCHEDULES & NOTES.
7. WINDOW SIZES SHOWN IN INCHES, BASED ON MARVIN INTEGRITY WOOD-ULTREX
4'-2
"
4'-2
"
4" MULLION
1'-4"
(5) 12" SH
7'-4
1
2
"
(5) 16" SH
SECOND FLOOR CONSTRUCTION PLAN NOTES
2'-6"4'-5
1
2
"
+6'-4
1
2
"
K-2215LADENALAVATORYVITREOUS CHINAK-2215LADENALAVATORY VITREOUS CHINA
+11'-6"
MASTER
BEDROOM
M
CLO 2
M BATH
FLEX SPACE
BEDROOM 4
BEDROOM 3
CLO
2
BALCONY
BEDROOM 2
CLO 4
BATH 3
BATH 2
BATH 4
CLO 3
M CLO 1
SHOWER
32" x 67"
TUB
96
SHOWER
SHOWER
SHELVES
34" X 60"
TUB
ROOF
BELOW
ROOF
BELOW
+11'-6"
LINEN
HALL
STAIR
HALL
DN
3668 DH 3668 DH
36
68
D
H
3044 DH
2668 DH
TEMP
3668 DH
3668 DH 3668 DH
4268 DH
TEMP
4268 DH
TEMP
2668 DH
(3
) 2
02
0 T
SM
@ 8
'-0
" A
SF
30
44
C
MT
(3) 2020 TSM @
8'-0" ASF
2'-6
"
3'-5
1
2
"
7'-2"15'-4"5'-1"
SLOPED CLG
2131 CMT TEMP
@ 84" AFF
SLOPED CEILING
AT DORMER
3'-0"
3'-0"
SEAT
4'-6
"4
'-6
"
CLO
2668 DH 2668 DH
2131 CMT @
6'-0" AFF TEMP
2668 DH
TEMP
3044 DH
11'-4" 6'-8"12'-2
1
2
" 6'-6
1
2
"3'-0" 11'-8"
4'-10
1
2
" 2'-6
1
2
" 4'-8
1
2
"14'-10"
+6'-4
1
2
"
+6'-0
1
2
"
5'-6"
5'-0
"5
'-2
"7
'-4
"
6'-8
1
2
"2
'-4
"5
'-2
"7
'-4
"
2670
8" MULLION,
TYP @ UPPER
WINDOWS
3
0
8
0
28
80
28
80
26
80
P
KT
2480
4'-2"
6'-1
"5
'-8
"4
'-0
1
2
"1
'-6
1
2
"5
'-1
11
2
"5
'-9
"
6'-1
"3
'-0
"2
'-4
1
2
"2
'-2
1
2
"3
'-3
"8
'-0
1
2
"
3
4
7
0
2470
2470
28
70
28
70
4
0
7
0
4
0
7
0
2670
2670
2
8
7
0
2670
3
0
8
0
G
L
18
80
G
L1
88
0 G
L
5'-1
"2
'-7
1
2
"
1'-0
1
2
"
K-817REVEBATHCAST IRON
2
0
7
0
1'-5
1
2
"
LINE OF
CHIMNEY ABOVE
2
0
7
0
7'-0"
3668 DH
4'-0
1
2
"
4'-7
"
5'-3
"
LINE OF ROOF ABOVE
LINE OF ROOF ABOVE
(2
) 1
1
7
8
" L
VL
2 X 10 RAFTER @ 16" OC
10" TJI CLG JSTS @ 16" OC
2 X
1
0 R
AF
TE
R @
1
6" O
C
10
" T
JI C
LG
JS
TS
@
1
6" O
C
2 X
1
0 R
AF
TE
R @
1
6" O
C
10
" T
JI C
LG
JS
TS
@
1
6" O
C
2 X 10 RAFTER @ 16" OC
10" TJI CLG JSTS @ 16" OC
7'-3"7'-11
1
2
"7'-4
1
2
"7'-1
1
2
"4'-8"7'-2"3'-6"9'-5"9'-5"3'-6"
4'-0
1
2
"6'-11"
22'-7"18'-11"25'-10"11'-0"
78'-4"
8'-3
1
2
"8
'-3
1
2
"3'-4"
8'-0
1
2
"
1'-0"
16
'-7
1
2
"11
'-5"
29
'-0
"
6'-11"4'-0
1
2
" 7'-11
1
2
"10'-0"
7'-8
1
2
"
5'-5"
11'-7
1
2
"2'-1"
2'-9
1
2
"7'-2"
9'-10
1
2
" 2'-9
1
2
"
10'-11
1
2
" 31'-0
1
2
" 13'-8
1
2
"22'-7"
78'-4"
2'-5
1
2
"4'-2
1
2
"1
1'-6
"1
1'-6
"
6'-8
"2
3'-0
"1
'-4
"
30
'-8
"
SW-2
SW-2SW-2
SW-2SW-2
SW-2SW-2
SW-2
SW-2SW-2
SW-2
SW
-2
SW
-2
SW
-2
SW
-2
SW
-2
H-2
A7
1
A7
3
A7
2
S/C
SS
S
SS
EO
EO
EO
S
1. PLASTIC SPRAY FOAM INSULATION IN UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES SHALL BE APPLIED PER VRC 806.4 AND
SHALL BE CONFORM TO THE FOLLOWING CONDITIONS :
1.1. NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON
THE CEILING SIDE OF THE UNVENTED ENCLOSED RAFTER ASSEMBLY.
1.2. EITHER ITEMS OF THE THREE ITEMS LISTED BELOW SHALL BE MET, DEPENDING ON THE AIR PERMEABILITY OF THE INSULATION DIRECTLY
UNDER THE STRUCTURAL ROOF SHEATHING.
1.2.1. AIR-IMPERMEABLE INSULATION ONLY. INSULATION SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE
STRUCTURAL ROOF SHEATHING.
1.2.2. AIR-PERMEABLE INSULATION ONLY. IN ADDITION TO THE AIR-PERMEABLE INSULATION INSTALLED DIRECTLY BELOW THE
STRUCTURAL SHEATHING, RIGID BOARD OR SHEET INSULATION SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF
SHEATHING AS SPECIFIED IN TABLE R806.5 FOR CONDENSATION CONTROL.
1.2.3. AIR-IMPERMEABLE AND AIR-PERMEABLE INSULATION. THE AIR-IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT
WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING AS SPECIFIED IN TABLE R806.5 FOR CONDENSATION CONTROL. THE
AIR-PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR-IMPERMEABLE INSULATION.
1.3. A
1
2
" GWB (OR OTHER VRC APPROVED MATERIAL) THERMAL BARRIER PER SECTION VRC R316.4 SHALL BE INSTALLED TO SEPERATE THE FOAM
PLASTIC MATERIAL FROM THE INTERIOR OF THE BUILDING. THE THERMAL BARRIER IS NOT REQUIRED WHERE THE FOLLOWING APPLY:
1.3.1. ATTIC ACCESS IS PROVIDED PER VRC SECTION R807.1.
1.3.2. THE SPACE IS ENTERED ONLY FOR PURPOSES OF REPAIRS OR MAINTENANCE.
1.3.3. THE FOAM PLASTIC INSULATION IS PROTECTED AGAINST IGNITION USING ONE OF THE FOLLOWING IGNITION BARRIER MATERIALS:
3
8
" GWB OR OTHER APPROVED MATERIAL PER VRC R316.5.3.
Attic notes
WERMERS DESIGN &
ARCHITECTURE PLC
1177 STARR WAY
VIRGINIA BEACH, VA 23454
757-435-3519
DATE:
SCALE:
© 2014 W
ER
ME
RS
D
ES
IG
N &
A
RC
HIT
EC
TU
RE
, P
LC
(F
IL
E: A
3 S
EC
ON
D F
LO
OR
C
ON
ST
RU
CT
IO
N P
LA
N.d
wg
P
LO
TT
ED
: A
ug
ust 9, 2016)
TITLE:
REVISIONSNO. DATE
0 PERMIT REVIEW 7/11/16
NEW
R
ESID
EN
CE
CA
VA
LIER
R
ESID
EN
CES LO
T 53
Virginia B
each, V
A 234
51
DRAWINGS PREPARED FOR:
ERIK HOMES
2100 Mediterranean Ave, #134
Virginia Beach, VA 23451
757-227-6898
PERMIT
1 PERMIT 8/9/16
A3
1
SCALE: 1/4"=1'-0"
SECOND FLOOR CONSTRUCTION PLAN
AUGUST 9, 2016
AS NOTED
SECOND FLOOR
CONSTRUCTION PLAN
A3