Chief Architect 10.08a: WILLIAMSBURG WICKER WAREHOUSE 8

Chief Architect 10.08a: WILLIAMSBURG WICKER WAREHOUSE 8

Notes:
OCCUPANCY - S1
INVENTORY - FURNITURE /UPHOLSTERY
TYPE OF CONSTRUCTION - VB
50'-0"
14'-0"
ROOF ASSEMBLY - CLASS B
21'-9"
14'-3"
2'-0"
11'-8"
2'-0"
WINDOW & DOOR FLASHING www.finebuilding.com/pdf/free/021197054
1
CONSTRUCTION OR
SAW CUT JOINT TYPICAL
O.S. WALL (SEE TYPICAL WALL SECTION)
2 FLOOR SLAB (SEE TYPICAL WALL
SECTION)
3 COLUMN FTG - 4'-6" X 4'- 6" X 12" W/ #5
REBAR @ 11" O.C. EACH WAY
3
3
3
3
12'-0"
12'-0"
50'-0"
3
12'-0"
7'-0"
3
3
3
50'-0"
7'-0"
11'-4"
4 24" X 8" THICKENED SLAB W/ (2) #4
CONTIUOUS REBAR UNDER OFFICE WALL
2'-0" X 2'-0" ISOLATION JOINT
HARDBOARD
11'-4"
FF 117.0
4'-9"
3
3
3
3
3
CONSTRUCTION CONTROL JOINT
(TYPICAL)
11'-8"
4
4
COLUMN
ANCHOR BOLTS
14'-2"
4"
2'-0"
2'-0"
1' NON SHRINK GROUT
21'-8"
4"
14'-2"
50'-0"
FOUNDATION PLAN
ROBERT A. PAHL
WILLIAMSBURG WICKER & RATTAN
TEL: 757 566 0345
WAREHOUSE
4061 S. RIVERSIDE DRIVE
LANEXA, VIRGINIA 23089
FAX: 757 566 2381
DATE:
8-17-09
DRAWN BY:
R.A.P.
SCALE:
1/4"=1'
PAGE:
1 OF 6
NUMBER
D01
D02
D03
D04
D05
2X8 RAFTER
19/32" APA RATED EXPOSURE 1 SHEATHING
30# FELT
FIBERGLASS SINGLES
HANDLE
HANDLE: LEVER
LOCK
EXT. LOCK
COMMENTS
HANDLE: LEVER
LOCK: DEAD BOLT (INTERIOR) LOCK: DEAD BOLT (EXTERIOR)
HANDLE: A TYPE HANDLE
HANDLE: A TYPE HANDLE
HANDLE: A TYPE HANDLE
INSTALL SIMPSON H2.5 AT EACH RAFTER
14'-0"
6
4'-0"
1X8 FASCIA WRAPPED VINYL
FLOOR JOIST
F.G. 116.5
6'-0"
11'-0"
4'-0"
W01
F.G. 116.5
W01
1X8 WRAPPED VINYL
HDR1.2
9'-8"
1/2" X 12" ANCHOR BOLT 6' O.C.
1' FROM EA END OF PLATE
(2) 2X6 DRAG STRUT
(2) 2X6 DRAG STRUT
W02
2X6 P.T. SOUL PLATE
COMPACTED EARTH
W01
F.G. 116.5
W01
D05
NUMBER
W01
W02
W03
W04
W05
W06
W07
HD1
HD1
4" FIBER REINF CONC SLAB
4" COMPACTED GRAVEL
4'-0"
5'-8"
O.S. WALLS
2X6 WALL 16" O.C. DBL 2X10 TOP PLATE
1/2" APA RATED EXPOSURE 1 SHEATHING TO TOP OF JOIST
HOUSEWRAP
VINYL SIDING
6 MIL POLY BARRIER
F.G. 116.5
W04
6'-0"
5'-8"
TYP 2X6 DRAG STRUT
4'-0"
11'-0"
2'-0 3/16"
PERFORATED VINYL SOFFIT
14'-0"
22'-0"
7'-0"
12'-0"
(2) 2X6 DRAG STRUT
8" SHOE CMU OVER 8" CMUFND
W12X16
12'-0"
12'-0"
W12X16
W12X16
W02
WINDOW SCHEDULE
FLOOR
SIZE
DESCRIPTION
1
2852
DOUBLE HUNG
1
3052
DOUBLE HUNG
1
3010
FIXED GLASS
1
6010
FIXED GLASS
2
2430
DOUBLE HUNG
2
1834
DOUBLE HUNG
2
2440
DOUBLE HUNG
QTY
8
9
1
1
4
2
5
COMMENTS
TRANSOM
TRANSOM
9'-8"
2'-3"
DESCRIPTION
GARAGE 4-PANEL GARAGE DOOR
6 PANEL
EXT. 6 PANEL - MAUVE
EXT. 6 PANEL - MAUVE
EXT. 6 PANEL
(2) 2X6 DRAG STRUT
12
2X POST TO
RAFTER AT
HALF POINT
SIZE
12090
3068
3068
3068
6068
(2) 2X6 DRAG STRUT
SIMPSON HST2
5/8" BOLTS (TYP)
FLOOR
1
1
1
1
1
11'-7 13/16"
2X4 24" O.C. LOAD BEARING KNEEWALL
W/ 15/32 OSB SHEATHING 42" HIGH
QTY
1
1
1
1
1
DOOR SCHEDULE
EXT. HANDLE
(2) 2X6 AT DOORS / WINDOWS(TYP)
7'-0"
C2
(2) 2X6 DRAG STRUT
3/4" T&G PLYWOOD FLR
2X NAILER
W02
24X12 CONC FTG W/ (2) #4 REBAR
CONTINUOUS VERFIY DEPTH W/ SOIL REPORT
W02
2x12 JOIST
2x12 JOIST
SIMPSON BA
OR EQUAL
JOIST HANGER
W12X16
2x12 joists 16" OC
BEAM 2ND FLR DETAIL
9'-8"
W12X16
2x12 joists 16" OC
11'-4"
TYPICAL WALL SECTION
W12X16
W12X16
2x12 joists 16" OC
STL BEAM
FG 116.47
A
1
3/4" APA RATED EXPOSURE 1 SHEATHING
2 X NAILER
W12
C2
(2) 2X6 DRAG STRUT
C1
W12X16
C1
W12X22
C2
W12X16
(2) 2X6 DRAG STRUT
22 KFT
13K
FF 117.0
50'-0"
D04
HDR1.3
W03
HDR 1.3
19'-4"
50'-0"
W18
W02
(3) 3/4" DIA A325 BOLTS @3" O.C.
(4) 3/4" DIA A325 BOLTS @3" O.C.
8 1/2" X 4 1/2" X 3/8" SHEAR TAB
12" X 4 1/2" X 3/8" SHEAR TAB
HEAD CLEARANCE
DRAG STRUT
6'-9 3/4"
B
1
W02
2"
C6
C7
C2
W12X16
B
1
C1
9'-8"
W12X16
2x12 joists 16" OC
W12X16
2x12 joists 16" OC
11'-4"
W12X16
2x12 joists 16" OC
2X6
(2) 2X12
DRAG STRUT
2x0 joists 16" OC
(2) 2X12
DRAG STRUT HEADER
(21)11" RUNS I LANDING
(23) 6 13/16" RISES
BEAM & COLUMN DETAIL
ATTIC VENTILATION
FT OF VENT REQ'D
W02
C1
W12X16
C1
W12X16
94 FT REQ'D
W01
4'-0"
14'-0"
W02
2'-0"
D01
FG 116.92
4'-0"
9'-0"
22'-0"
3176
TOTAL
5'-8"
2'-0"
2412
764
HD1
FG 116.95
FG 116.92
11'-0"
SQ FT
CLG HEIGHT 8'-0
C3
2'-0"
FG 116.95
10'-8"
OFFICE
AREA
LOCATION
1ST FLOOR
MEZZANINE
W01
4'-0"
FG 116.79
W01
6'-0"
NOTE:
4'-0"
SHEAR PANELS ARE NOTED THUS
14'-0"
INSTALL SIMPSON HTT16 OR EQUAL AT ALL LOCATIONS NOTED AS HD1
50'-0"
12
2412/ 300 X 144
9'-8"
2X8 JOIST 16"O.C.
(2) 2X6 DRAG STRUT
2x0 joists 16" OC
11'-8"
D03
C3
W01
6'-0"
D02
HDR1.1
HD1
FG 116.78
(2) 2X6 DRAG STRUT
7'-11"
5'-8"
(2) 2X6 DRAG STRUT
A
1
W02
STAIRCASE DETAIL
SECTION B-2
UP
2"
JOIST
HANGER
2X8 LEDGER INSET IN
6X6 POST
=
ROOF VENT AVAILABLE = 120 FT
(2) 2X6 DRAG STRUT
4'-0"
4'-0"
7'-4"
SQ IN PER FT VENT
12.29
11"
9'-8"
2x8 JOIST
SQ FT / 300 X 144
(2) 2X6 DRAG STRUT
(3) 2X8 HDR
2X10 LEDGER
INSET IN 6X6 POST
=
14
POST FROM RIDGE
POST / COLUMN SCHEDULE
FIRST FLOOR PLAN
SIMPSON HU210 W/CONCEALED FLANGES TO
SECURE (3) 2X8 DRAG STRUT TO PLATFORM
POST FROM VALLEY
SIZE
C1
HSS 7X7X3/16
13X13X5/8
(4)5/8"X12"
C2
HSS 6X6X1/4
12X12X5/8
(4)5/8"X12"
C3
(3)2X6 JACK/(2) 2X6 FULL HGT
NA
C4
(2)2X6 JACK/(2) 2X6 FULL HGT
NA
C5
(3) 2X4
NA
C6
HSS 5X5X1/8
(4)5/8"X12"
C7
6X6 SPY2
(4)5/8"X12"
L
W
3/4" PLWOOD FLOOR LVL MEZZANINE
(3) 2X8 DRAG STRUT
1'-0"
BEAM/HEADER SCHEDULE
SIZE
MARK
B1.1
W18X35
B1.2
W12X16
H1.1
(2)1.75"X14" LVL
H1.2
(2)2X12 SYP #2
H1.3
(2) 1.75"X11.25" LVL
13'-0"
6X6 POST
SYP2
6'-9 3/4"
SIMPSON PC
POST CAP
CLEAR UNDER STRUT
SIMPSON HU2I0-3TF HANGER TO
SECURE DRAG STRUT TO TOP PLATE
1 1/2" TYP
BASE L X W X T ANCHOR BOLT
MARK
ROBERT A. PAHL
STAIRCASE HEADER DETAIL
SECTION B-1
WILLIAMSBURG WICKER & RATTAN
TEL: 757 566 0345
WAREHOUSE
4061 S. RIVERSIDE DRIVE
LANEXA, VIRGINIA 23089
FAX: 757 566 2381
DATE:
8-17-09
DRAWN BY:
R.A.P.
SCALE:
1/4"=1'
PAGE:
2 OF 6
(3) 2X8 RAFTERS UNDER EACH SIDE OF DORMERS
50'-0"
2X6 RAFTER
16" O.C.
7'-0"
7'-0"
4'-7"
12'-10"
4'-7"
7'-0"
7'-0"
W05
14/12 P
14/12 P
2X6 RAFTER
16" O.C.
W05
W06
2X12
5'-8"
W06
R
6/12 P
V
2X12
V
W07
OPEN BELOW
9'-8"
KNEEWALL
C5
9'-8"
14/12 P
H
W07
C5
C5
DN
2X6 COLLAR TIES EVERY 32" - 9' ABV FLR
2X6 RAFTER
16" O.C.
CLG LINE
HANDRAIL
9'-8"
2X
12
2X6 RAFTER
16" O.C.
FLR LVL 13'-0"
H
12
2X
14/12 P
R
MEZZANINE
50'-0"
2X10
C5
HANDRAIL
2X
12
12
2X
H
HANDRAIL
W07
ALL DORMERS 12/12P TYP
C5
2X4 @ 24' O.C.DBL 2X4 TOP PLATE
SHEATH W/ 15/32" OSB UP TO 42" HEIGHT
22'-8"
1.7
5X
(2)
L
LV
9.5
2X8 RAFTER
16" O.C.
5X
1.7
9.5
LV
L
(2)
2X12
H
11'-8"
R
C5
2"
C5
1.7
5X
2X4 @ 24' O.C.DBL 2X4 TOP PLATE
C5
KNEEWALL
(2)
2"
9'-8"
V
6/12 P
2X12
11'-8"
R
R
W07
5'-8"
14/12 P
14/12 P
2X6 RAFTER
16" O.C.
2X6 RAFTER
16" O.C.
W05
7'-0"
W05
7'-0"
7'-0"
22'-0"
7'-0"
SECOND FLOOR PLAN
R = RIDGE
DORMER DETAIL
V = VALLEY
3'-1"
ROOF LINES
12
12
12
12
3 5/8" CROWN MOULD
BEADED LAP SIDING
OR FLUSH BD
1'-10"
H = HIP
1X TRIM
5/4" TRIM
5'-0"
2X12
L
LV
9.5
2X8 RAFTER
16" O.C.
5X
1.7
9.5
LV
L
(2)
V
SHEATH W/ 15/32" OSB UP TO 42" HEIGHT
W07
DBL RAFTER UNDER
BOTH SIDE DORMER
WALLS
2440 DH WINDOW
SIDING RUN PARALLEL
TO ROOF
DRAG STRUT
0 1/2"
ROBERT A. PAHL
WILLIAMSBURG WICKER & RATTAN
TEL: 757 566 0345
WAREHOUSE
4061 S. RIVERSIDE DRIVE
LANEXA, VIRGINIA 23089
FAX: 757 566 2381
DATE:
8-17-09
DRAWN BY:
R.A.P.
SCALE:
1/4"=1'
PAGE:
3 OF 6
12
12
6
6
TOP OF MAIN RIDGE
CLG HEIGHT
TOP OF RIDGE
12
12
12
9'-10"
9'-2"
12
16'-6"
1'-0"
2ND FLR LVL
CLG HEIGHT
24'-9"
TOP OF WINDOW
8'-0"
12'-0"
TOP OF WINDOW
1ST FLR LVL
LEFT ELEVATION
FACE PENINSULA ST & WMBRG WICKER
FRONT ELEVATION
FACE RICHMOND ROAD
FIBERGLASS ARCHITECTURAL SHINGLES
VINYL SIDING ALL EXTERIOR
12
14
14/12 P
RIGHT ELEVATION
12
12
14
12
12
12
14
12
14
12
REAR ELEVATION
ROBERT A. PAHL
WILLIAMSBURG WICKER & RATTAN
TEL: 757 566 0345
WAREHOUSE
4061 S. RIVERSIDE DRIVE
LANEXA, VIRGINIA 23089
FAX: 757 566 2381
DATE:
8-17-09
DRAWN BY:
R.A.P.
SCALE:
1/4"=1'
PAGE:
4 OF 6
F.G. 116.5
F.G. 116.5
HDR1.2
HD1
7'-0"
(2) 2X6 DRAG STRUT
12'-0"
12'-0"
7'-0"
W12X16
W12X16
C2
(2) 2X6 DRAG STRUT
W12X16
W12X16
11'-4"
HANDRAIL
C5
W12X16
C5
2X4 @ 24' O.C.DBL 2X4 TOP PLATE
SHEATH W/ 15/32" OSB UP TO 42" HEIGHT
FG 116.47
C5
DN
HDR 1.3
HANDRAIL
FLR LVL 13'-0"
C2
(2) 2X6 DRAG STRUT
C1
W12X16
C1
W12X22
FF 117.0
C2
W12X16
(2) 2X6 DRAG STRUT
22 KFT
13K
HDR1.3
A
1
MEZZANINE
C5
W12X16
W12X16
C5
12'-0"
(2) 2X6 DRAG STRUT
KNEEWALL
11'-7 13/16"
24" x 48" FLUORESCENT FLUSH
CEILING FIXTURES TYPICAL
(2) 2X6 DRAG STRUT
(2) 2X6 DRAG STRUT
HD1
OPEN BELOW
F.G. 116.5
(2) 2X6 DRAG STRUT
F.G. 116.5
KNEEWALL
C2
C7
C6
W12X16
W12X16
W12X16
C1
W12X16
C1
W12X16
(2) 2X6 DRAG STRUT
HD1
FG 116.78
2X8 JOIST 16"O.C.
(2) 2X6 DRAG STRUT
A
1
(2) 2X6 DRAG STRUT
(3) 2X8 HDR
UP
SECOND FLOOR PLAN
LIGHTING PLAN
C1
(2) 2X6 DRAG STRUT
C5
C5
B
1
11'-8"
2X4 @ 24' O.C.DBL 2X4 TOP PLATE
B
1
(2) 2X6 DRAG STRUT
SHEATH W/ 15/32" OSB UP TO 42" HEIGHT
11'-4"
C5
W12X16
(2) 2X12
HANDRAIL
CLG LINE
(2) 2X12
(21)11" RUNS I LANDING
(23) 6 13/16" RISES
2X6 COLLAR TIES EVERY 32" - 9' ABV FLR
OFFICE
CLG HEIGHT 8'-0
HDR1.1
C3
C3
FG 116.95
FG 116.95
FG 116.92
FG 116.92
HD1
FG 116.79
FIRST FLOOR PLAN
LIGHTING PLAN
ROBERT A. PAHL
WILLIAMSBURG WICKER & RATTAN
TEL: 757 566 0345
WAREHOUSE
4061 S. RIVERSIDE DRIVE
LANEXA, VIRGINIA 23089
FAX: 757 566 2381
DATE:
8-17-09
DRAWN BY:
R.A.P.
SCALE:
1/4"=1'
PAGE:
5 OF 6
F.G. 116.5
F.G. 116.5
HDR1.2
19.5 KFT
8K
W12X16
C2
W12X16
(2) 2X6 DRAG STRUT
9.5 KFT
2K
W12X16
11'-4"
W12X16
9.5 KFT
2K
W12X16
7'-0"
FF 117.0
11'-4"
W12X16
(2) 2X12
(21)11" RUNS I LANDING
(23) 6 13/16" RISES
22 KFT
13K
C7
C1
W12X22
B
C6
W12X16
C1
19.5 KFT
8K 1
9.5 KFT
2K
C2
W12X16
W12X16
(2) 2X6 DRAG STRUT
22 KFT
13K
19.5 KFT
8K
HDR1.3
C1
W12X16
W12X16
W12X16
12.5 KFT
2.3K
9.5 KFT
2K
C2
(2) 2X6 DRAG STRUT
12.5 KFT
2.3K
FG 116.47
(2) 2X12
HDR 1.3
12'-0"
19.5 KFT
8K
12.5 KFT
2.3K
W12X16
A
1
C2
(2) 2X6 DRAG STRUT
12'-0"
12.5 KFT
2.3K
(2) 2X6 DRAG STRUT
B
1
11'-7 13/16"
(2) 2X6 DRAG STRUT
(2) 2X6 DRAG STRUT
12'-0"
(2) 2X6 DRAG STRUT
HD1
HD1
7'-0"
F.G. 116.5
W12X16
F.G. 116.5
C1
C1
W12X16
(2) 2X6 DRAG STRUT
HD1
FG 116.78
(2) 2X6 DRAG STRUT
2X8 JOIST 16"O.C.
11'-8"
(2) 2X6 DRAG STRUT
A
1
(2) 2X6 DRAG STRUT
UP
(2) 2X6 DRAG STRUT
(3) 2X8 HDR
OFFICE
CLG HEIGHT 8'-0
HDR1.1
C3
C3
FG 116.95
FG 116.95
FG 116.92
FG 116.92
HD1
FG 116.79
FIRST FLOOR PLAN
THIS IS THE MOMENT / SHEAR DATA FOR THE STEEL DETAILER
MOMENTS ARE IN KIP FEET (KFT)
SHEAR ARE IN KIPS (K)
ROBERT A. PAHL
WILLIAMSBURG WICKER & RATTAN
TEL: 757 566 0345
WAREHOUSE
4061 S. RIVERSIDE DRIVE
LANEXA, VIRGINIA 23089
FAX: 757 566 2381
DATE:
8-17-09
DRAWN BY:
R.A.P.
SCALE:
1/4"=1'
PAGE:
6 OF 6