9
JOB NO
DATE
DRAWN BY
CHECKED BY
REVISION
MEMBERS,AMERICAN INSTITUTE
OF ARCHITECTS
SHEET NO
PROJECT
INDEX
3
WYLIE CREEKPLAN - 1
EUGENE,OREGON
Elevations
0311
7 APRIL 2011
BRAD
DAN
© ARBOR SOUTH ARCHITECTURE, PCOREGON ESTATE HOMES - 0311
P O BOX 11350EUGENE, OREGON 97440-3550
PHONE: 541-344-3332FAX: 541-344-1597
WWW.ARBORSOUTH.COM
8'-0
"
3'-0
"
3'-3
"
D.S. D.S. D.S.
D.S.D.S.D.S.
S I D E E L E V A T I O N
F R O N T E L E V A T I O NSCALE: 1/4" = 1'-0"
12
12
12
12
12
123
12
12
12
12
12
1212
12
12
12
12
12
3
D.S.D.S. D.S. D.S.
SIM.
WINDOW & DOOR HEADER
HARDI PANEL SIDING W/1X4 PRE-PRIME SPRUCEBATTS @ 24" O.C.
ALL FOOTINGS MIN. 12" BELOW GRADETO BEAR ON UNDISTURBED SOILSLOPE FOOTING DRAIN TO DAYLIGHT
EXPOSED 6X6 POST
SYNTHETIC STUCCO FINISH
SYNTHETIC STUCCO FINISH
HARDI PANEL SIDING W/1X4 PRE-PRIME SPRUCEBATTS @ 24" O.C.
DOOR & WINDOW TRIMS2X4 PRE-PRIMED SPRUCEFLASH AS DETAILED
SYNTHETIC STUCCO FINISHSYNTHETIC STUCCO FINISHALL FOOTINGS MIN. 12" BELOW GRADETO BEAR ON UNDISTURBED SOILSLOPE FOOTING DRAIN TO DAYLIGHT
HARDI PANEL SIDING W/1X4 PRE-PRIME SPRUCEBATTS @ 24" O.C.
HARDI LAP SIDING6" EXPOSURE
VINYL WINDOWS ATHEADER HTS NOTEDALL EXTERIOR OPENINGSTO BE FLASHED
SCALE: 1/4" = 1'-0"
FINISH FLOOR ELEVATION
COMP. SHINGLES ON15# FELT PAPER @ ALL12/12 ROOF AREAS W/CONT. RIDGE VENT
COMP. SHINGLES ON15# FELT PAPER @ ALL12/12 ROOF AREAS W/CONT. RIDGE VENT
METAL ROOFING ONFELT PAPER @ ALL3/12 ROOF AREAS W/CONT. RIDGE VENT
MIN
.
ADDRESS LOCATIONADDRESS LOCATION
HARDI LAP SIDING6" EXPOSURE W/METAL CORNERS
METAL RAIN CAP
6" MIN. CLEAR SIDINGTO GRADE
4
4
8
8
48
JOB NO
DATE
DRAWN BY
CHECKED BY
REVISION
MEMBERS,AMERICAN INSTITUTE
OF ARCHITECTS
SHEET NO
PROJECT
INDEX
4
WYLIE CREEKPLAN - 1
EUGENE,OREGON
Elevations
0311
7 APRIL 2011
BRAD
DAN
© ARBOR SOUTH ARCHITECTURE, PCOREGON ESTATE HOMES - 0311
P O BOX 11350EUGENE, OREGON 97440-3550
PHONE: 541-344-3332FAX: 541-344-1597
WWW.ARBORSOUTH.COM
8'-0
"
3'-0
"
D.S.D.S.D.S.
S I D E E L E V A T I O N
B A C K E L E V A T I O N
12
123
3
12
12
12
12
12
12
12
12
12
12
123
123
D.S. D.S. D.S. D.S. D.S.D.S.D.S.
D.S.
VINYL WINDOWS ATHEADER HTS NOTEDALL EXTERIOR OPENINGSTO BE FLASHED
HARDI LAP SIDING6" EXPOSURE
SIM.
SIM.
HARDI PANEL SIDING W/1X4 PRE-PRIME SPRUCEBATTS @ 24" O.C.
HARDI PANEL SIDING W/1X4 PRE-PRIME SPRUCEBATTS @ 24" O.C.
WINDOW & DOOR HEADER
ALL FOOTINGS MIN. 12" BELOW GRADETO BEAR ON UNDISTURBED SOILSLOPE FOOTING DRAIN TO DAYLIGHT
SYNTHETIC STUCCO FINISH
EXPOSED 6X6 POST
DOOR & WINDOW TRIMS2X4 PRE-PRIMED SPRUCEFLASH AS DETAILED
SYNTHETIC STUCCO FINISHSYNTHETIC STUCCO FINISHALL FOOTINGS MIN. 12" BELOW GRADETO BEAR ON UNDISTURBED SOILSLOPE FOOTING DRAIN TO DAYLIGHT
HARDI PANEL SIDING W/1X4 PRE-PRIME SPRUCEBATTS @ 24" O.C.
12
12
HARDI LAP SIDING6" EXPOSURE
4X4 BRACE
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
FINISH FLOOR ELEVATION
COMP. SHINGLES ON15# FELT PAPER @ ALL12/12 ROOF AREAS W/CONT. RIDGE VENT
COMP. SHINGLES ON15# FELT PAPER @ ALL12/12 ROOF AREAS W/CONT. RIDGE VENT
METAL ROOFING ONFELT PAPER @ ALL3/12 ROOF AREAS W/CONT. RIDGE VENT
MIN
.
HARDI LAP SIDING6" EXPOSURE W/METAL CORNERS
METAL RAIN CAP
6" MIN. CLEAR SIDINGTO GRADE
48
48
48
JOB NO
DATE
DRAWN BY
CHECKED BY
REVISION
MEMBERS,AMERICAN INSTITUTE
OF ARCHITECTS
SHEET NO
PROJECT
INDEX
5
WYLIE CREEKPLAN - 1
EUGENE,OREGON
FoundationPlan
0311
7 APRIL 2011
BRAD
DAN
© ARBOR SOUTH ARCHITECTURE, PCOREGON ESTATE HOMES - 0311
P O BOX 11350EUGENE, OREGON 97440-3550
PHONE: 541-344-3332FAX: 541-344-1597
WWW.ARBORSOUTH.COM
LAV
LAV
D(VTO)
W
SINK
LA
V
LAV
LAV
LA
V
SINK
TO
ILE
T
TO
ILE
T
TO
ILE
T
TO
ILE
T
TOILET
TOILET
D(VTO)
W
120'-0"
42'-0
"
2'-0
"
44
'-0"
2'-0" 2'-0" 14'-0" 8'-0" 8'-0" 14'-0" 28'-0" 8'-0" 18'-0" 8'-0" 10'-0" 2'-0" 2'-0"
23/4" 9'-61/2" 23/4"
1'-3
"4
'-9"
1'-0
"
91/
2"
18'-4"
1'-9
"6
'-0"
1'-9
"4
'-0"
23/4" 8'-0" 23/4" 7'-91/4" 23/4"
6'-0
"8
'-51/
2"
7'-6
1/2"
6'-9
"1'-
3"
14'-0
"
2'-0" 10'-0" 2'-0" 2'-0" 10'-0" 2'-0"
14'-0" 14'-0"
4'-0
"8
'-51/
2"
7'-6
1/2"
6'-9
"1'-
3"
14'-0
"
120'-0"
2'-0
"6
'-0"
6'-0
"6
'-0"
6'-0
"4
'-0"
12'-0
"2'-0
"
91/
2"
12'-0
"6
'-0"
6'-0
"4
'-0"
12'-0
"2'-0
"2'-0" 22'-0" 16'-0" 8'-0" 28'-0" 8'-0" 16'-0" 22'-0" 2'-0"
9'-10" 8" 11'-6"
1'-2"
1'-3" 5'-6" 11'-8"
7"1'-
0"
5'-5
"
2'-5
1/2"
11" 1'-3" 5'-6" 1'-3" 8'-11"
4'-3
"7'
-3"
6"
11'-6" 8" 9'-10"
4'-3
"7'
-3"
6"
LANDSCAPECONDUIT
CONDUITS FORT.V., PHONE, POWERAND SPRINKLER SYSTEM
CONDUITS FORT.V., PHONE, POWERAND SPRINKLER SYSTEM
SCALE: 1/4" = 1'-0"
PREPSINK
TUB/SHOWER
REFDW
SHOWER
STEP
TUB/SHOWER
REFDW
PREPSINK
6
6
6
6
A6
A6
6
6D
D
B
C
B
C
C.J.
11 7/8" 210 TJI's @ 24" O.C.
11 7/8" 210 TJI's @ 24" O.C.
11 7/8" 210 TJI's @ 24" O.C.11 7/8" 210 TJI's @ 24" O.C.
11 7/8" 210 TJI's @ 24" O.C.
11 7/8" 210 TJI's @ 24" O.C.
4" CONC. SLAB W/ 6X6W1.4XW1.4 W.W.M.SAND FINISH
4" CONC. SLAB W/ 6X6W1.4XW1.4 W.W.M.SAND FINISH
C.J.
C.J.
C.J.
CONC.WALK
C.J.
STEP
1500 PSF SOIL BEARING ASSUMED
C.J.
C.J.
4" CONC. SLAB W/ 6X6W1.4XW1.4 W.W.M.SAND FINISH
4" CONC. SLAB W/ 6X6W1.4XW1.4 W.W.M.SAND FINISH
C.J.
C.J.
C.J.
6 MIL. BLACK POLYGROUND COVER
CONC.STEP
CONC.STEP
SLOPE 3" MIN. TO DOORSLOPE 3" MIN. TO DOOR
4" CONC. SLAB W/ 6X6W1.4XW1.4 W.W.M.SMOOTH FINISH
4" CONC. SLAB W/ 6X6W1.4XW1.4 W.W.M.SMOOTH FINISH
CONTROL JOINT TYP.
CRAWL SPACE VENT CALCS PER UNIT.
VENT = 0.667 S.F. EACH
CRAWL SPACE AREA =1,500 S.F.
DIVDED BY 300 = 5.00 S.F. OF
8 VENT UNITS REQUIRED PER SIDE
TYPICAL FLOOR CONSTRUCTION
UNDER PONY WALL W/ (2) #4's
11 7/8" 210 TJI @ 24" O.C.
18" x 24"CRAWLACCESS
18" x 24"CRAWLACCESS
TYPICAL VENT
TYPICAL VENT
7/8" EDGEGOLD PLYWOOD
PONY WALLS - 2 X 4's @ 24" O.C.
14" X 6" DEEP CONT. FOOTING
20" SQ X 8" FTGW/(2) #4 EA WAY
24" X 24" X 8" CONC.PAD W/ (2) #4 BARSEACH WAY WIDEN FOOTING AT 10" WALL
24" X 24" X 8" CONC.PAD W/ (2) #4 BARSE.W., TYP. OF 2
CONC.WALK
24" X 24" X 8" CONC.PAD W/ (2) #4 BARSE.W., TYP. OF 3
6 MIL. BLACK POLYGROUND COVER
DB
L. J
OIS
T U
ND
ER
"IB
P" A
BO
VE
DB
L. J
OIS
T U
ND
ER
"IBP
" AB
OV
E
DB
L. J
OIS
T U
ND
ER
"IBP
" AB
OV
E
DB
L. J
OIS
T U
ND
ER
"IB
P" A
BO
VE
DB
L. J
OIS
T U
ND
ER
"IBP
" AB
OV
E
DB
L. J
OIS
T U
ND
ER
"IBP
" AB
OV
ER
AN
GE
/OV
EN
ADJUST FRAMINGLAYOUT AS REQ.FOR PLUMBING FIX.
4" CONC. SLAB W/ 6X6W1.4XW1.4 W.W.M.BROOM FINISH
EXTEND FOUNDATION WALLUP 12" @ GARAGE DOORWALL ONLY
18" W X 8" FTG AT(3) LOCATIONSW/(2) #4 EA WAY
RA
NG
E/O
VE
N
DENOTES "SIMPSON" HD2A HOLDOWN2
42
WIDEN FOOTING AT 10" WALL
14
142
2
2
24" X 24" X 8" CONC.PAD W/ (2) #4 BARSEACH WAY
2
2
2
42
14
14 2
2
2
2
2
F O U N D A T I O N P L A N
ADJUST FRAMINGLAYOUT AS REQ.FOR PLUMBING FIX.
USE "SIMPSON" SSTB16 W/ HD2A
14
42 DENOTES "SIMPSON" PAHD42 HOLDOWN STRAP
DENOTES "SIMPSON" STHD14 HOLDOWN STRAP
DETERMINE EXACT LOCATION FROM FLOOR PLAN
3" Ø X 36" STEELPIPE BOLLARD
3" Ø X 36" STEELPIPE BOLLARD
VERIFY UTILITY KNOCKOUTS WITH SITE PLAN
CONTRACTOR TO EXCAVATE AS TO MAINTAIN 18" MIN. GROUND TO1.
2.
3.
4.
5.
JOIST CLEARANCE
EXTEND A MIN. OF 12" UP FOUNDATION WALL
LOCATE AS SHOWN ON PLAN
FOUNDATION VENTS TO BE 16" X 8" W/ CORR. RESIST. MESH SCREEN
FOUNDATION NOTES:
PROVIDE CRAWL SPACE ACCESS (18" X 24" MIN.)
COVER ENTIRE GROUND AREA OF CRAWL SPACE WITH 6MIL. V.B.
6. 1/2" Ø X 10" A.B.'S @ 48" O.C. MAX. & WITHIN 12" OF ALL CORNERS
4" DRAIN TILE W/ FILTER@ PERIMETER, TYPICAL
4" DRAIN TILE W/ FILTER@ PERIMETER, TYPICAL
10" FOUNDATION WALLAT ABP LOCATION, SEEDETAIL #11 SHEET 8
10" FOUNDATION WALLAT ABP LOCATION, SEEDETAIL #11 SHEET 8
85
85
85
86
87
87
85
85
85
85
85
85
JOB NO
DATE
DRAWN BY
CHECKED BY
REVISION
MEMBERS,AMERICAN INSTITUTE
OF ARCHITECTS
SHEET NO
PROJECT
INDEX
6
WYLIE CREEKPLAN - 1
EUGENE,OREGON
SECTIONS
0311
7 APRIL 2011
BRAD
DAN
© ARBOR SOUTH ARCHITECTURE, PCOREGON ESTATE HOMES - 0311
P O BOX 11350EUGENE, OREGON 97440-3550
PHONE: 541-344-3332FAX: 541-344-1597
WWW.ARBORSOUTH.COM
CARPETMASTER BEDRM MSTR. BATH
TILE GARAGECONCRETE
GARAGECONCRETE
GREAT ROOMWOOD
ENTRYTILE
18"
9'-0
"
8'-0
"1'-
0"
18"
9'-0
"
8'-0
"
D
12
12
12
12
123
B U I L D I N G S E C T I O NSCALE: 1/4" = 1'-0"6
C
MIN.
123
123
B U I L D I N G S E C T I O NSCALE: 1/4" = 1'-0"6
123
12
12
12
12
A B U I L D I N G S E C T I O NSCALE: 1/4" = 1'-0"6
B U I L D I N G S E C T I O NSCALE: 1/4" = 1'-0"6
6 MIL. VAP. BAR.OVERLAP EDGES 12"
DR & WDW HEADERS
METAL ROOFING ONFELT PAPER @ ALL3/12 ROOF AREAS
123
12
12
8
TOP PLATE
FINISH FLOOR
312
8
R-38 INSULATION
R-30 INSULATION
R-21 BATTINSULATION
B
MIN
.
P.E. WOOD TRUSSES @ 24" O.C.
DR & WDW HEADERS
SLOPE 3" MIN. TO DOOR
4" CONC. SLAB W/ 6X6W1.4XW1.4 W.W.M.SMOOTH FINISH
COMP. SHINGLES ON15# FELT PAPER @ ALL12/12 ROOF AREAS
P.E SCISSOR TRUSSES@ 24" 0.C.
R-38 INSULATION
R-21 BATTINSULATION
R-30 INSULATION
FINISH FLOOR
TOP PLATE
6 MIL. VAP. BAR.OVERLAP EDGES 12"
P.E SCISSOR TRUSSES@ 24" 0.C.
METAL ROOFING ONFELT PAPER @ ALL3/12 ROOF AREAS
COMP. SHINGLES ON15# FELT PAPER @ ALL12/12 ROOF AREAS
P.E. WOOD TRUSSES @ 24" O.C.
4" CONC. SLAB W/ 6X6W1.4XW1.4 W.W.M.SMOOTH FINISH
SLOPE 3" MIN. TO DOOR
85
81
82
82
86
82
86
87
811
JOB NO
DATE
DRAWN BY
CHECKED BY
REVISION
MEMBERS,AMERICAN INSTITUTE
OF ARCHITECTS
SHEET NO
PROJECT
INDEX
7
WYLIE CREEKPLAN - 1
EUGENE,OREGON
Roof FramingPlan
0311
7 APRIL 2011
BRAD
DAN
© ARBOR SOUTH ARCHITECTURE, PCOREGON ESTATE HOMES - 0311
P O BOX 11350EUGENE, OREGON 97440-3550
PHONE: 541-344-3332FAX: 541-344-1597
WWW.ARBORSOUTH.COM
1'-0"
2'-0
"
2'-0"
2'-0
"
1'-0"
2'-0
"
1'-0"
1'-0"
2'-0
"
2'-0
"
1'-0"
2'-0
"
1'-0"
1'-0"
1'-0"1'-0"
1'-0"
2'-0
"
R O O F F R A M I N G P L A NSCALE: 1/4" = 1'-0"
JACK TRUSSES @24" O.C.
JACK TRUSSES @24" O.C.
JACK TRUSSES @24" O.C.
P.E
. WO
OD
TR
US
SE
S@
24
" O.C
.
P.E. WOOD TRUSSES @ 24" O.C.
VALLEY
GIRDER TRUSS
VA
LLEY
VA
LLEY
PIT
CH
BR
EA
K
PITCH BREAK
HIP
VALLEY
HIPHIP
VALLEY
VALLEY VALLEY
VALLEY
VALLEY
VA
LLEY
VA
LLEY
VA
LLEY
VALLEY
RIDGE
PIT
CH
BR
EA
K
PITCH BREAK
PITCH BREAK
PIT
CH
BR
EA
K
PITCH BREAK
VALLEY
VALLEY
VALLEY
VALLEY
VALLEY
VA
LLEY
GIRDER TRUSSGIRDER TRUSS
GIR
DE
R T
RU
SS
JACK TRUSSES @24" O.C.
JACK TRUSSES @24" O.C.
P.E
. WO
OD
TR
US
SE
S@
24
" O.C
.
P.E
. WO
OD
TR
US
SE
S@
24
" O.C
.
P.E. WOOD TRUSSES @ 24" O.C.
"SIMPSON" LUS24 HANGERS, TYP."SIMPSON" LUS24 HANGERS, TYP.
"SIMPSON" LUS24 HANGERS, TYP.
OVER-BUILD MAIN ROOF W/2X6 RAFTERS @ 24" O.C.(CONTINUE SHEATHING UNDEROVER-BUILT AREA) TYP. ATSHADED AREAS
OVER-BUILD MAIN ROOF W/2X6 RAFTERS @ 24" O.C.(CONTINUE SHEATHING UNDEROVER-BUILT AREA) TYP. ATSHADED AREAS
OVER-BUILD MAIN ROOF W/2X6 RAFTERS @ 24" O.C.(CONTINUE SHEATHING UNDEROVER-BUILT AREA) TYP. ATSHADED AREAS PITCH BREAK
P.E. WOOD TRUSSES @ 24" O.C.
SC
ISS
OR
TR
US
SE
S@
24
" O.C
.
P.E. WOOD TRUSSES @ 24" O.C. SCISSOR TRUSSES @ 24" O.C.P.E. WOOD TRUSSES @ 24" O.C.SCISSOR TRUSSES @ 24" O.C.
SC
ISS
OR
TR
US
SE
S@
24
" O.C
.
6
6
6
6
B
B
CC
A6
A6
6
6D
D
22" X 30"ATTIC ACCESS
22" X 30"ATTIC ACCESS
BM01: 6 X 12 DF-L #1 BM02: 6 X 12 DF-L #1 6 X
12 D
F-L
#1
H01: 4 X 8 DF-L #2
H04: 4 X 8 DF-L #2
H12: 2 X 8 DF-L #2
H13: 2 X 8DF-L #2
H13: 2 X 8DF-L #2
6 X
12 D
F-L
#1
H13: 2 X 8DF-L #2
H08: 6X 10 DF-L #1
H15: (2) 1 3/4" x 7 1/4" LVL
H08: 6X 10 DF-L #1
H14
: 4 X
8D
F-L
#2
H0
5: 4
X 8
DF-L
#2
H02: 2 X 8DF-L #2
H0
9: 2
X 8
DF-L
#2
H03: 6 X 8 DF-L #1
H07: 2 X 8 DF-L #2
BM03: 6 X 12 DF-L #1
H13: 2 X 8DF-L #2
H07: 2 X 8 DF-L #2
H0
6: 4
X 8
DF-L
#2
BM04: 6 X 12 DF-L #1
H16: 4 X 8 DF-L #2
H10: 4 X 8 DF-L #2
H13: 2 X 8DF-L #2
H04: 4 X 8 DF-L #26 X
12 D
F-L
#1
H0
5: 4
X 8
DF-L
#2
H03: 6 X 8 DF-L #1
BM03: 6 X 12 DF-L #1 H0
6: 4
X 8
DF-L
#2
BM04: 6 X 12 DF-L #1
H12: 2 X 8 DF-L #2H11: 2 X 8DF-L #2
H13: 2 X 8DF-L #2
H13: 2 X 8DF-L #2
RIDGE (W/ CONT. VENT)
RIDGE (W/ CONT. VENT)
RIDGE (W/ CONT. VENT)
RID
GE
(W
/ C
ON
T. V
EN
T)
RID
GE
(W
/ C
ON
T. V
EN
T)
RID
GE
(W
/ C
ON
T. V
EN
T)
RID
GE
(W
/ C
ON
T. V
EN
T)
RID
GE
(W
/ C
ON
T. V
EN
T)
"SIMPSON" HUS24
GIR
DE
R T
RU
SS
2" MIN. CLEAR TOALL COMBUSTIBLES
2" MIN. CLEAR TOALL COMBUSTIBLES
EXPOSED 6X6 POSTS, TYP.
2X8 SPRUCE FASCIA
2X10 SPRUCE BARGE 2X10 SPRUCE BARGE
2X8 SPRUCE FASCIA
2X8 SPRUCE FASCIA
2X10 SPRUCE BARGE 2X8 SPRUCE FASCIA
EXPOSED 6X6 POSTS, TYP.
2X
10 S
PR
UC
E B
AR
GE
2X
10 S
PR
UC
E B
AR
GE
2X8 SPRUCE FASCIA
2X
8 S
PR
UC
E F
AS
CIA
2X8 SPRUCE FASCIA
2X10 SPRUCE BARGE
2X8 SPRUCE FASCIA
2X
10 S
PR
UC
E B
AR
GE
2X8 SPRUCE FASCIA
2X
8 S
PR
UC
E F
AS
CIA
2X8 SPRUCE FASCIA
2X10 SPRUCE BARGE
2X8 SPRUCE FASCIA 2X8 SPRUCE FASCIA
2X
8 S
PR
UC
E F
AS
CIA
EXPOSED 6X6 POSTS, TYP.
EXPOSED 6X6 POSTS, TYP.
OFFSET TRUSSES OR BLOCK AROUND RECESSED LIGHTFIXTURES, REFER TO ELECTRICAL PLAN SHEET E1 FORALL LIGHT LOCATIONS.
ALL HEADERS AND BEAMS ARE INDICATED AS MINIMUM SIZES.LARGER MEMBERS MAY BE USED AT CONTRACTOR'S DISCRETION.
TRUSSESALL TRUSSES TO BE P.E. @ 24" O.C., VERIFY TRUSS PROFILESWITH ROOF FRAMING. PROVIDE SHOP DRAWINGS PRIOR TOCONSTRUCTION.
BEARING WALLS
NONE-BEARING WALLS
PROVIDE (2) GABLE-END TRUSSESAT CENTER WALL W/ 5/8" GYP. BD.FIRE TAPED BOTH SIDES
3
1
3
18
8
8
288
28
88
28
3 33
3
3
82
18
8
8
8
18
3
2
3
8
8
88
8
3
2
JOB NO
DATE
DRAWN BY
CHECKED BY
REVISION
MEMBERS,AMERICAN INSTITUTE
OF ARCHITECTS
SHEET NO
PROJECT
INDEX
8
WYLIE CREEKPLAN - 1
EUGENE,OREGON
Details
0311
7 APRIL 2011
BRAD
DAN
© ARBOR SOUTH ARCHITECTURE, PCOREGON ESTATE HOMES - 0311
P O BOX 11350EUGENE, OREGON 97440-3550
PHONE: 541-344-3332FAX: 541-344-1597
WWW.ARBORSOUTH.COM
125
/8"
12"
2X8 PRE-PRIMEDSPRUCE FASCIA
METAL GUTTER
ROOF EDGEMETAL
SCALE: 1 1/2" = 1'-0"
18
COMP. ROOFING ONBUILDING PAPER
TYP. OVERHANG@ 12/12 ROOF
1/2" PLYWD. SHEATHINGON 2X6 STUDS @ 24" O.C.
"SIMPSON" H-2.5@ EA. TRUSS
5/8" GYP. BD. @CEILINGS
2X6 TRUSSTAILS, TYP.
"BRECKENRIDGE" 4" GROOVE PANELS@ ALL EXPOSED SOFFITS
R-38 BLOWN-IN INSUL.
SEE ELEVATIONS FORSIDING W/ RAINSCREEN
EAVE AT 12/12 ROOF
VAPOR BARRIER
R-21 BATT INSUL.
1/2" GYP. BD. TYP.
VAPOR BARRIER
1/2" PLYWD. SHEATHING ONP.E. TRUSSES @ 24" O.C.
SOLID BLOCKING
PRE-CUT BLOCKING W/SCREENED VENTS
24"
2X6 TRUSS TAILS, TYP.
EAVE AT 3/12 ROOFSCALE: 1 1/2" = 1'-0"
28
TYP. OVERHANG @ 3/12 ROOF
R-38 BLOWN-IN INSUL.
5/8" GYP. BD. @CEILINGS
"SIMPSON" H-2.5@ EA. TRUSS
R-21 BATT INSUL.
1/2" GYP. BD. TYP.
METAL GUTTER
2X8 PRE-PRIMEDSPRUCE FASCIA
1/2" PLYWD. SHEATHINGON 2X6 STUDS @ 24" O.C.
PRE-CUT BLOCKING W/SCREENED VENTS
SEE ELEVATIONS FORSIDING W/ RAINSCREEN
VAPOR BARRIER
VAPOR BARRIER
INSULATION BAFFLEWHERE NEEDED
COMP. ROOFING ONBUILDING PAPER
1/2" PLYWD. SHEATHING ONP.E. TRUSSES @ 24" O.C.
ROOF EDGEMETAL
"BRECKENRIDGE" 4" GROOVE PANELS@ ALL EXPOSED SOFFITS
12"
1/2" PLYWD. SHEATHINGON 2X6 STUDS @ 24" O.C.
R-38 BLOWN-IN INSUL.
1X4 PRE-PRIMEDSPRUCE TRIM
COMP. ROOFINGON BUILDINGPAPER
TYPICAL RAKESCALE: 1 1/2" = 1'-0"
38
P.E. WOOD TRUSSES@ 24" O.C.
5/8" GYP. BD. @ CEILINGS
SOLID BLOCKING
1/2" GYP. BD. TYP.
ROOF EDGEMETAL
SEE ELEVATIONS FORSIDING W/ RAINSCREEN
R-21 BATT INSUL.
VAPOR BARRIER
2X10 PRE-PRIMEDSPRUCE BARGE
TYPICAL
"BRECKENRIDGE" 4" GROOVEPANELS @ ALL EXPOSEDSOFFITS
SEE ELEVATIONS FORSIDING
TYPICAL EXTERIOR WALL
RAINSCREEN HOUSE WRAP - RUNCONTINUOUS UNDER ALL SIDING
EXTERIOR TRIM CUTFROM 2X3
FLASHING AT TRIM
SCALE: 3" = 1'-0"
48
WALL TRIM DETAIL
12"
18" M
IN.
3" 6" 3"
6"
24
"
TYP. FDN WALLSCALE: 1 1/2" = 1'-0"
58
7/8" EDGEGOLD PLYWD.TJI JOISTS @ 24" O.C. W/"SIMPSON" ITT HANGERSR-30 BATT INSUL.
#4 BARS VERT. @ 48" O.C. MAX.
6 MIL V.B. CONT.
6" CONC. WALL W/ (1) #4 BARHORIZ. TOP & BOTTOM
FINISH GRADE
(2) #4 BARS CONT.
2X6 P.T. SILL PLATE W/ 1/2"Ø X 10"A.B. @ 48" O.C. & WITHIN 12"OF ALL CORNERS
4" DRAIN TILE W/ FILTER, TYP.
TYPICAL EXTERIOR WALLW/ RAINSCREEN
FDN AT GARAGESCALE: 1 1/2" = 1'-0"
68
(2) #4 BARS CONT.
6" CONC. WALL W/ (1) #4 BAR HORIZ.TOP & BOTTOM
EXTERIOR WALL @ GARAGE:
#4 BARS VERT. @ 48" O.C. MAX.
2X6 P.T. SILL PLATE W/ 1/2"Ø X 10"A.B. @ 48" O.C. & WITHIN 12"OF ALL CORNERS
FINISH GRADE
4" DRAIN TILEW/ FILTER, TYP.
4" CONC. SLAB W/ W.W.M.SMOOTH FINISH ON 6"ROCK BASE MIN.
6"
24
"
3" 6" 3"
12"
6"
18" M
IN.
6 MIL VAP. BARRIER
PONY WALL DETAILSCALE: 1 1/2" = 1'-0"
78
(2) #4 BARS CONT.
7/8" EDGEGOLD PLYWOOD ON TJI JOISTS @24" O.C. W/ "SIMPSON" ITT HANGERSR-30 FLOOR INSUL.
SOLID BLOCKING @ BEARINGPOINT
2X4 STUDS @ 24" O.C., ALIGN UNDERJOIST
2X4 P.T. SILL PLATE W/ 1/2"Ø X 6"A.B. @ 48" O.C.
14"
1/2" PLYWOOD SHEATHING
1/2" PLYWOOD SHEATHING
88
SHEAR FRAMING DETAILSCALE: 1 1/2" = 1'-0"
8d NAILS @ 12" O.C. @ INTERMEDIATESUPPORTING MEMBERS
8d NAILS @ 12" O.C. @ INTERMEDIATESUPPORTING MEMBERS
8d NAILS @ 6" O.C. AT PANELEDGES U.N.O.
INSIDE CORNER
OUTSIDE CORNER
CONNECT CORNER STUDS W/16d NAILS @ 24" O.C.
8d NAILS @ 6" O.C. AT PANELEDGES U.N.O.
CONNECT CORNER STUDSW/16d NAILS @ 24" O.C.
6" (
MIN
.)
INSTALL JAMBSSECOND
SCALE: 3" = 1'-0"
98
WINDOW FLASHING
INSTALL HEADLAST
FLEXIBLE WINDOWFLASHING (DUPONT,HARDIE OR APPROVED)
INSTALL SILLFIRST. WRAPMIN 6" UP SIDESOR PER MANUFSPECIFICATIONS
SCALE: 3" = 1'-0"
108
SHEAR WALL DETAIL
8d NAILS @ 6" O.C. AT PANELEDGES U.N.O.
8d NAILS @ 12" O.C. @ INTERMEDIATESUPPORTING MEMBERS
FIREPLACE WALL
CONTINUE SHEAR WALL & SHEATHING INTO FIREPLACE OPENING
SCALE: 3" = 1'-0"
118
ABP DETAIL
