HomeMy WebLinkAboutBLD-2026-0148 - RESIDENTIAL REMODELPlease request inspections online through the permit portal.
If that is not possible please call (360) 293-1901 for Building or Planning inspections.
For Public Works inspections, please call (360) 293-1938.
PARCEL: P126714
LEGAL DESCRIPTION: LOT 7, THE WOODS AT SUNSET COVE, ACCORDING TO THE PLAT THEREOF, RECORDED OCTOBER
17, 2007, UNDER AUDITOR'S FILE NO. 200710170081, RECORDS OF SKAGIT COUNTY, WASHINGTON.
APPLICANT: Hatfield, George
2709 Strom Place
Anacortes, WA 98221
3605433220
OWNER: HATFIELD PATRICIA LOUISE
HATFIELD GEORGE MICHAEL
ANACORTES, WA 98221
VALUATIONS:
Estimated construction cost 3000.00 $3,000.00
$3,000.00Total:
FEES:Paid Due
Building Permit Fee $83.25 $0.00
Plan Review Fee $54.11 $0.00
State Building Code Council fee $6.50 $0.00
$0.00Totals :
REQUIRED INSPECTIONS
Building Final
$143.86
BLD-2026-0148 RESIDENTIAL REMODEL WITH NO
NEW SQ FOOTAGE
ISSUED:
EXPIRES:
03/11/2026
03/11/2028
PROJECT NAME: PONY WALL SHEATHING
SITE ADDRESS: 2709 STROM PLACE ANACORTES
Page 1 of 1Printed by : Jennifer Watson on: 03/24/2026 12:16 PM
City of Anacortes, WA
904 6th Street
Anacortes, WA 98221
(360) 293-1901
http://cityofanacortes.org/
36"
3'-2 1/4"
0'-6"
16"
SIMPSON HANGER
1/2" X 10" A.B. 48" O.C. W/
3" X 3" BEARING PLATE
R-21 INSULATION
1 TYPICAL 6" FOUNDATION WALL
2 X 6 WALL
7/16 OSB SHEATHING 1/2" SHEETROCK
3/4" OSB SUBFLOOR2 X TREATED PLATE
SILL SEAL
#4 VERT. "L" REBAR 48" O.C.
(2) GRADE 40 # 4
HORZ. REBAR
(2) GRADE 40 #4 REBAR
8" CONCRETE WALL
SCALE: 3/4" = 1'
SIDING
TYVEK HOUSE WRAP
INSTALL 6 MILL BLACK
VAPOR BARRIER
OVERLAP JOINTS 12"
NOTE: JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN.
NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE
5/8" +/- WASHED
DRAIN ROCK
4" PERFORATED PVC
FOOTING DRAIN
R-30 INSULATION
11 7/8" BCI FLOOR JOIST
NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE
16"
24"
6"
R-21 INSULATION
NOTE: JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN.
NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE
SCALE: 3/4" = 1'
6" CONCRETE WALL
7/16 OSB SHEATHING 2 X 6 WALL
1/2" X 10" A.B. 48" O.C. W/
3" X 3" BEARING PLATE
2 X TREATED PLATE
#4 VERT. "L" REBAR 48" O.C.
(2) GRADE 40 #4
HORZ. REBAR
5/8" +/- WASHED
DRAIN ROCK
4" PERFORATED PVC
FOOTING DRAIN
(2) GRADE 40 #4 REBAR
2 TYPICAL 6" FOUNDATION WALL @ GARAGE
SILL SEAL
SIDING
TYVEK HOUSE WRAP
4" CONC. SLAB OVER 6 MIL VAPOR
BARRIER ON GRANULAR FILL
NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE
1/2" SHEETROCK
16"
24"
6"
6" CONCRETE WALL
SCALE: 3/4" = 1'
GARAGE DOOR
#4 VERT. "L" REBAR 48" O.C.
(2) GRADE 40 # 4 HORZ. REBAR
5/8" +/- WASHED
DRAIN ROCK
4" PERFORATED PVC
FOOTING DRAIN (2) GRADE 40 #4 REBAR
BUCK OUT FOR GARAGE DOOR
3 TYPICAL FOUNDATION WALL @ GARAGE DOOR
4" CONC. SLAB OVER 6
MIL VAPOR BARRIER
ON GRANULAR FILL
NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE
36"
0'-6"
16"
#4 VERT. "L" REBAR 48" O.C.(2) GRADE 40 # 4
HORZ. REBAR
(2) GRADE 40 #4 REBAR
6" CONCRETE WALL
INSTALL 6 MILL BLACK
VAPOR BARRIER
OVERLAP JOINTS 12"
11 7/8" BCI FLOOR JOIST
SILL SEAL
4" CONC. SLAB OVER 6
MIL VAPOR BARRIER
ON GRANULAR FILL
SCALE: 3/4" = 1'
1/2" X 10" A.B. 48" O.C. W/
3" X 3" BEARING PLATE
4 TYPICAL 6" FOUNDATION WALL AT GARAGE
R-21 INSULATION
1/2" SHEETROCK 2 X 6 WALL
1/2" SHEETROCK
3/4" OSB SUBFLOOR2 X TREATED PLATE
NOTE: JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN.
NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE
R-30 INSULATION
SIMPSON HANGER
1/2" X 6" A.B. 48" O.C. W/
3" X 3" BEARING PLATE
TREATED SOLE PLATE
2 X 6 STUDS 16" O.C. WITH
DOUBLE TOP PLATE.
3/4" OSB
11 7/8" BCI JOISTS
R-30 INSULATION
6" X 16" CONC. FOOTING W/ (2)
GRADE 40 # 4 HORZ. REBAR
6 MILL VAPOR BARRIOR
5 FLOOR SUPPORT - PONY WALL
SCALE: 3/4" = 1'
CONTINUOUS BLOCKING
8"
18"
2'-0"
(4) GRADE 40 #4
REBAR EACH WAY
6 FOOTING W/ SONOTUBE
SCALE: 3/4" = 1'
6 X 6 P.T. POST
(4) GRADE 40 #4 REBAR
VERT. HOOKS
12" SONO-TUBE
CB66 POST BASE
18" MIN. BELOW GRADE
SCALE: 3/4" = 1'
7 LATERAL RESTRAINT PANEL (LRP)
2X SINGLE TOP PLATE
RAFTERS TIE @ 24" O.C.
(IF TRUSSES BEAR ON HEADER)
HEADER PER PLAN END OF HEADER
(2) 2 X STUDS & SILL PL.
7/16" OSB SHEATHING
FASTEN SHEATHING TO HEADER
WITH 8D NAILS IN A 3" GRID AS
SHOWN AND 3" O.C. IN ALL
FRAMING (STUDS & SILLS).
SIMPSON HDU2
SIMPSON SSTB20
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
OF:
PAGE:
BUILDER INFO:
A4
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
J. SYKORA, CPBD
THE WOODS - LOT 7
ANACORTES WA 98221
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLING
FOUNDATION DETAILS
FOUNDATION DETAILS
CONSIDER SHEATHING ONE SIDE OF PONY WALL WITH 7/16" OSB
WITH 8D NAILS @ 6" O.C., USE 8' LONG SHEET AND SKIP EVERY OTHER 8' SECTION
NOT TO SCALE
NOT TO SCALENOT TO SCALE
Nail Boise Rimboard
nail into each flange.
to BCI joist with 8d
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
1 TOP PLATE HANGER
NOT TO SCALE
BEND TAB
AND FASTEN WITH
10dx1 1/2" NAILS WHEN
WEB STIFFENERS
ARE NOT USED
Simpson Strong-Tie
ITS11.88
30 LB FELT OR SUITABLE BARRIER TO
BE USED BETWEEN HANGER AND
ACQ-D & CA-B TREATED SILL
SILL SEAL
Floor Joist Blocking per IRC 502.7
(Seismic Design Categories D1 & D2)
NOT TO SCALE
Beam width shall exceed
Versa-Lam or Boise GLULAM Beam:
Joist hanger
Face Mount
2x specified hanger nail length
®
Boi s e Ri mb o a r d
Boi s e Ri mboar d
®
into each flange.
or rimboard closure.
23/32" min. plywood/OSB
Nail with 8d nails
required for cantilever.
BCI joist blocking®
2 CONTINUOUS BLOCKING
NOT TO SCALE
(WALL OR BEAM)Nailing per local
code provisions
Blocking
BCI Joist
Intermediate
Bearing
NOT TO SCALENOT TO SCALE
Nail Boise Rimboard
nail into each flange.
to BCI joist with 8d
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
Floor Joist Blocking per IRC 502.7
(Seismic Design Categories D1 & D2)
NOT TO SCALE
Beam width shall exceed
Versa-Lam or Boise GLULAM Beam:
Joist hanger
Face Mount
2x specified hanger nail length
®
Boi s e Ri mb o a r d
Boi s e Ri mbo a r d
®
into each flange.
or rimboard closure.
23/32" min. plywood/OSB
Nail with 8d nails
required for cantilever.
BCI joist blocking®
4" CONCRETE SLAB
SLOPE GARAGE FLOOR
10'-3 1/2"11'-10"14'-2"
18'-6 1/2"5'-5 1/2"5'-9"11'-10"13'-10"6'-7"
14'-2"
17'-9"
14'-7"
53'-6"
53'-6"
31'-5 1/2"
0'-6 1/2"
24'-0"
29'-6"
86'-0"
14'-5 1/2"
86'-0"
14'-5"10'-9 1/2"6'-9 1/2"5'-5 1/2"18'-6 1/2"
3'-8"
10'-11"
4'-5"
8'-7 1/2"
3'-10"
1'-6"
2'-6"
1'-5"11'-10"10'-8 1/2"
6'-0"32'-0"24'-0"24'-0"
6'-0"13'-0"23'-11 1/2"7'-0 1/2"36'-0"
7'-0"
3'-0"
11'-6"
18'-0"
14'-0"
1
A4
3
A4
2
A4
SSTB20
HDU2 2
2
A4
3
A4
2
A4
2
A4
4
A4
2 X 6 PONY WALL
2 X 6 PONY WALL
5
A4
2 X 6 PONY WALL
5
A4
STEP IN STEMWALL
STEP IN STEMWALL
SIMPSON HANGERS
1
A52
A5
SIMPSON HANGERS
A5
2
A5
2MAIN FLOOR FRAMING PLAN
SCALE: 1/4" = 1'
A5
2
A4
1
BCI 6000 1.8 "I" JOISTS 16" O.C.
SIMPSON HANGERS
SIMPSON HANGERS
SIMPSON HANGERS
1
A5
1
A5
2 X 6 PONY WALL
2 X 6 PONY WALL
6
A4
6
A4
6
A4
A4
5
A4
1
A4
1
A4
1
A4
1
A4
A4
1
A4
1
SSTB20
HDU2
1
A4
1
A4
5
A4
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
LRP (7/A4)LRP (7/A4)
A4
6
A4
6
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
OF:
PAGE:
BUILDER INFO:
A5
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
J. SYKORA, CPBD
THE WOODS - LOT 7
ANACORTES WA 98221
MAIN FLOOR FRAMING PLAN
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLINGCOORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/
JOISTS BLOCKOUTS.
REFER TO SHEET A3 & A4 FOR FOUNDATION NOTES AND DETAILS.
2.
1.
FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC
DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED
DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE
FABRICATIONAND INSTALLATION.
3.
ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY
MANUF.
4.
FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/
RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO
SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL.
5.
PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS
AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN
LOCATIONS.
6.
PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE
THERE IS A LOAD BEARING WALL ABOVE.
7.
8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
FRAMING NOTES
ALL HEADER MATERIAL TO BE 4 X 10 D.F. # 2 U.N.O.
ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED
OTHERWISE.
2.
1.
ALL EXTERIOR WALLS ARE 2x6 - 16" O.C. STUDS, UNLESS
NOTED OTHERWISE.
3.
ALL INTERIOR WALLS ARE 2x4 - 16" O.C. STUDS, UNLESS
NOTED OTHERWISE.
4.
PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,
TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC.
COORDINATE WITH OWNER FOR LOCATIONS.
5.
GENERAL NOTES
CONSIDER SHEATHING ONE SIDE OF PONY WALL WITH 7/16" OSB
WITH 8D NAILS @ 6" O.C., USE 8' LONG SHEET AND SKIP EVERY OTHER 8' SECTION
CONSIDER SHEATHING ONE SIDE OF PONY WALL WITH 7/16" OSB
WITH 8D NAILS @ 6" O.C., USE 8' LONG SHEET AND SKIP EVERY OTHER 8' SECTION
1100--0066--1155
COVER SHEET
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
A1
PROJECT DESCRIPTION
NEW SINGLE FAMILY RESIDENCE
ZONING TYPE: R-2
FIRE RATING: NOT RATED
CODE COMPLIANCE
ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND
ORDINACES AND THE FOLLOWING:
- 2012 INTERNATIONAL RESIDENTIAL CODE
- 2012 WASHINGTON STATE ENGERGY CODE
DEFERRED SUBMITTALS
1.MECHANICAL HVAC SYSTEM DRAWINGS
2.ELECTRICAL POWER DISTRIBUTION DRAWINGS
3.NATURAL GAS DISTRIBUTION DRAWINGS
4.PLUMBING DRAWINGS
5.ROOF TRUSS DRAWINGS / CALCULATIONS
6.FLOOR JOIST DRAWINGS / CALCULATIONS
7.LANDSCAPE PLANS
8.LIGHTING PLANS
9.CABINET SHOP DRAWINGS
10.CUSTOM HARDWARE / BRACKET SHOP DRAWINGS
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
DESIGN INFORMATION
BUILDER: STRANDBERG CONSTRUCTION, INC.
P.O. BOX 319
ANACORTES WA 98221
360-293-7431
DESIGNER: JIM SYKORA CPBD - STRANDBERG CONSTRUCTION INC.
JIM@STRANDBERGCONSTRUCTION.COM
PROJECT INFORMATION
OF:
PAGE:
BUILDER INFO:
PROJECT ADDRESS:
PARCEL #: P126714
BUILDING SQUARE FEET
MAIN FLOOR: 1,633 SQ.FT.
UPPER FLOOR: 694 SQ.FT.
GARAGES: 932 SQ.FT.
FOUNDATION DETAILS
TOTAL LIVING AREA: 2,327 SQ.FT.
FIRE AREA: 3,588 SQ. FT.
2709 STROM PLACE
ANACORTES WA 98221
FIRE FLOW REQ. = N/A
NEAREST HYDRANT = N/A
THE WOODS - LOT 7
2709 STROM PLACE ANACORTES, WA 98221
SHEET INDEX
COVER SHEET
A2 SITE PLAN
A3 FOUNDATION PLAN
A4
A1
A5 MAIN FLOOR FRAMING PLAN
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
A6 MAIN FLOOR PLAN
A7 UPPER FLOOR FRAMING PLAN
A8
A9
J. SYKORA, CPBD
THE WOODS - LOT 7
A10
LOWER ROOF FRAMING PLAN
A11
ANACORTES WA 98221
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLING
A12
BUILDING SECTIONS
A13
EXTERIOR ELEVATIONS
A14
EXTERIOR ELEVATIONS
A15
ENGINEERING INFO
BID DATE PERMIT DATE CONTRACT DATE CHANGE 1 CHANGE 2 CHANGE 3
COVERED ENTRY: 176 SQ. FT.
COVERED PORCHES: 153 SQ. FT.
DRAFTSMAN: JASON STERLING - STRANDBERG CONSTRUCTION INC.
JASONS@STRANDBERGCONSTRUCTION.COM
UPPER FLOOR AND ROOF PLAN
BUILDING SECTIONS
N
4
2
.
5
8
'
20.00'
32.06'
100.53'
55.92'
91.31'
39.44'
76.69'
36.29'
S
S
S
S
S S S
S
S
S
S
S
S
S
S
S
S
S
S
30.01'
12'-0"
5'-0"
5'-0"
5'-0"
10'-0"
10'-0"
5'-0"
5'-0"
25.88'
6.18'
30.51'
3.10'5
7.5
0'
1
0
%
S
L
O
P
E
S T R O M P L A C E
LOT 9
P126722
P126716
STORM DRAIN
5' SETBACK
5' S
E
TBA
C
K
5' SETBACK
5'
S
E
T
B
A
C
K10' SETBACK
2 0 ' S E T B A C K
1 0 ' U T I L I T Y E A S E M E N T
DRIVEWAY
781 SQ.FT.
6,703 SQ.FT.
S
E
PTIC LIN
E
WATER METER
PROPOSED SFR
SEWER CONNECTION
GARAGE
6
STORM DRAIN
10' DRAINAGE EASEMENT
LOT 7
FENCE
FENCE
FENCE
25'
18'
5' SIDE SETBACK
5' SIDE SETBACK
5
'
S
I
D
E
S
E
T
B
A
C
K
SEWER
WATER METER
DRIVEWAY
GARAGE
SFR
FENCE
5' SIDE SETBACK
10' UTI LI T Y EASEMENT
6" OFFSET
PATIO
2 0 ' S TR E E T SE TB A CK
10' REAR SETBACK
10' REAR SETBACK
STORMWATER
PATIO
PATIO
P126715
3
3 3
3
2
2
1
3
3
3
2
OK TO SPREAD ROOF AND
FOOTING DRAIN NORTH ONTO
LAWN IF LOT DRAIN IS TOO HIGH.
LOT 8 P126714
P126713
1
0
%
S
L
O
P
E
SOIL STOCKPILE
2
3
3
1
3
SILT FENCE
SILT FENCE
3
2
2
2
STR
O
M PLACE
10' SETBACK
10' SETBACK
5' SETBACK
CONCRETE DRIVEWAY
20' SETBACK
1P126708
ALL DOWN SPOUTS AND
FOOTING DRAINS TO SPLASH
BLOCKS.
WATER LINE
1,609 SQ.FT.
COVERED ENTRY
96 SQ.FT.
COVERED ENTRY
69 SQ.FT.
COVERED ENTRY
84 SQ.FT.
GARAGE
SFR
MINIMUM TREE DENSITY ANACORTES MUNICODE - 16.50.070
Calculation of the Total Tree Units Required. The total number of tree units
required to be provided by a regulated project or tree conservation permit
approval listed in Section 16.50.100 shall be calculated by dividing gross
site area, minus any public or private street rights-of-way, by one thousand
Table 16.50.120(D). The result of the calculation will be the total number of
tree units required for the project approval within the building site.
LOT SIZE: 8,059 SQ. FT.TREES REQUIRED: 9
SMALL PARCEL STORM WATER PLAN
1
A) A GRAVEL CONSTRUCTION ROAD SHALL BE
INSTALLED WHICH SHALL REMOVE AS MUCH MUD
AND DIRT FROM THE VEHICLES AS POSSIBLE PRIOR
TO ENTERING THE PUBLIC ROADWAY. THE
EFFECTIVENESS AND EFFICIENCY OF THE REMOVAL
SHALL BE TO THE SATISFACTION OF THE OFFICIAL.
SPSP # 1 CONSTRUCTION ACCESS ROUTESPSP # 1 CONSTRUCTION ACCESS ROUTE
B) SEDIMENT TRACKED ONTO THE PUBLIC ROADWAY
SHALL BE CLEANED ON AT LEAST A DAILY BASIS.
2
A) ALL EXPOSED SOILS SHALL BE PREVENTED FROM
MOVING OFF SITE OR INTO NATURAL OR ARTIFICIAL
DRAINAGE SYSTEMS THROUGH SUITABLE
APPLICATION OF BMP'S.
SPSP # 2 STABILIZATION OF DENUDED AREASSPSP # 2 STABILIZATION OF DENUDED AREAS
3
A) ADJACENT PROPERTIES SHALL BE PROTECTED
FROM SEDIMENT DEPOSITION BY APPROPRIATE USE
OF VEGETATIVE BUFFER STRIPS, SEDIMENT
BARRIERS OR FILTERS, DIKES, BERMS, OR MULCHING.
SPSP # 3 PROTECTION OF ADJACENT PROPERTIESSPSP # 3 PROTECTION OF ADJACENT PROPERTIES
4
A) ALL EROSION AND SEDIMENT CONTROL BMP'S
SHALL BE INSPECTED AND MAINTAINED REGULARLY
BY THE DEVELOPER TO ENSURE CONTINUED
PERFORMANCE OF THEIR INTENDED FUNCTION.
SPSP # 4 MAINTENANCESPSP # 4 MAINTENANCE
5
A) OTHER APPROPRIATE BMP'S TO MITIGATE THE
EFFECTS OF INCREASED RUN-OFF OR INADEQUACY
OF ALREADY INSTALLED BMP'S SHALL BE APPLIED AS
REQUIRED OR ORDERED BY THE OFFICIAL.
SPSP # 5 OTHER BMP'SSPSP # 5 OTHER BMP'S
LANDSCAPE LEGEND
LAWN AREA
CONCRETE DRIVE
MULCH - PLANTING BED
DECIDUOUS TREE
CONIFER TREE
SHRUBS / PLANTINGS
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
A2
OF:
PAGE:
BUILDER INFO:
SITE PLAN
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
SITE PLAN SUMMARY
PROJECT ADDRESS:
2709 STROM PLACE
ANACORTES, WA 98221
PARCEL # P126714
LOT SIZE: 8,059 SQ. FT.
BUILDING FOOTPRINT: 2,894 SQ. FT.
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
1/8" = 1'
J. SYKORA, CPBD
THE WOODS - LOT 7
ANACORTES WA 98221
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLING
4" CONCRETE SLAB
SLOPE GARAGE FLOOR
4" CONCRETE SLAB
4" CONCRETE SLAB
4" CONCRETE SLAB
12'-9"
1'-3"
0'-9"
4'-9"1'-3"0'-9"
10'-3"
1'-3"
0'-9"
6'-0"
53'-6"
14'-5 1/2"
2'-0"
4'-11 1/2"
2'-0"
4'-11 1/2"
7'-0"11'-8"12'-4"
10'-3 1/2"11'-10"14'-2"
5'-4"1'-4"6'-2"1'-4"3'-0"1'-4"12'-6"1'-4"5'-8"
1'-0"
1'-4"
5'-4"1'-4"1'-0"5'-0"1'-6"3'-0"1'-4"12'-6"1'-4"5'-8"
14'-2"
4'-10"
8'-7 1/2"
3'-10"
1'-6"
14'-2"
18'-2"
1'-0"
7'-3"
2'-0"
9'-6 1/2"
2'-0"
9'-0"
1'-2 1/2"
0'-9 1/2"
2'-6"
86'-0"
2'-0"4'-3 1/2"7'-8"10'-10"13'-6"4'-9"1'-3"0'-9"
24'-0"18'-6"5'-6"32'-0"6'-0"
53'-6"
24'-0"
29'-6"
86'-0"
7'-0"
3'-0"
11'-6"
18'-0"
14'-0"
3'-0"
7'-0"
0'-10"
36'-0"31'-0"13'-0"6'-0"
5'-8"3'-1"3'-2"2'-7 1/2"8'-3"
1'-10 1/2"1'-10 1/2"
9'-3"1'-9"9'-3"
1'-10 1/2"
GARAGE
932 SQ. FT.
BUCKOUT FOR
GARAGE DOOR
1
A4
3
A4
2
A4
CRAWLSPACE
1,630 SQ. FT.
BUCKOUT FOR
GARAGE DOOR
FOUNDATION PLAN
SCALE: 1/4" = 1'
SSTB20
HDU2
CRAWLSPACE VENTILATION
CRAWLSPACE AREA: 1,630 SQ.FT.
1,630 / 150 = 10.9 SQ. FT. OF VENT IS REQUIRED.
USING 6 X 16 FOUNDATION VENTS, 16 VENTS
ARE REQUIRED. ONE SUCH VENTILATING
OPENING SHALL BE WITHIN 3 FEET OF EACH
CORNER OF THE BUILDING. 2012 IRC - R408.1
FINAL LOCATIONS OF FOUNDATION VENTS TO BE
DETERMINED ON SITE.
6" X 16" CONCRETE FOOTING
6" X 16" CONCRETE FOOTING
6" X 16" CONCRETE FOOTING
6" X 16" CONCRETE FOOTING
2
2
A4
3
A4
2
A4
2
A4
4
6" X 16" CONCRETE FOOTING
A4
5
A4
5
A4
A4
CRAWLSPACE ACCESS
24" X 30" MIN.
1
18" X 18" X 18"
CONCRETE FOOTING
24" x 24" x 8" FOOTING AT
FROST DEPTH W/
12" SONOTUBE TO GRADE.
69 sq ft
84 sq ft
24" x 24" x 8" FOOTING AT
FROST DEPTH W/
12" SONOTUBE TO GRADE.
24" x 24" x 8" FOOTING AT
FROST DEPTH W/
12" SONOTUBE TO GRADE.
24" x 24" x 8" FOOTING AT
FROST DEPTH W/
12" SONOTUBE TO GRADE.
24" x 24" x 8" FOOTING AT
FROST DEPTH W/
12" SONOTUBE TO GRADE.
6
A4
6" THICK WALL
6" THICK WALL
6" THICK WALL
8" THICK WALL
8" THICK WALL
6
A4
6
A4
STEP IN STEMWALL
A4
5
A4
1
A4
1
A4
1
A4
1
A4
A4
1
A4
1
SSTB20
HDU2
1
A4
STEP IN STEMWALL
1
A4
5
A4
6" X 16" CONCRETE FOOTING
BUCKOUT FOR
GARAGE DOOR
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
LRP (7/A4)LRP (7/A4)
A4
6
A4
6
LTP5 @ 16" O.C.
SHEARWALL SCHEDULE
MARK NAILING
2
3
1
4
5
6
8d @ 6" O.C. PNL EDGES
SHEATHING
7/16" CD-X OR OSB (1) FACE
7/16" CD-X OR OSB (1) FACE
7/16" CD-X OR OSB (1) FACE
7/16" CD-X OR OSB (1) FACE
7/16" CD-X OR OSB (2) FACE
7/16" CD-X OR OSB (2) FACE
8d @ 12" O.C. PNL FIELD
8d @ 4" O.C. PNL EDGES
8d @ 12" O.C. PNL FIELD
8d @ 3" O.C. PNL EDGES
8d @ 12" O.C. PNL FIELD
8d @ 2" O.C. PNL EDGES
8d @ 12" O.C. PNL FIELD
8d @ 4" O.C. PNL EDGES
8d @ 12" O.C. PNL FIELD
8d @ 3" O.C. PNL EDGES
8d @ 12" O.C. PNL FIELD
LTP5 @ 16" O.C.
TOP PLATE CONN.
LTP5 @ 16" O.C.
LTP5 @ 12" O.C.
LTP5 @ 10" O.C.
LTP5 @ 6" O.C.
SOLE PLATE CONN.
(2) 16d @ 12" O.C.
(2) 16d @ 8" O.C.
SDS 25312 @ 10" O.C.
SDS 25500 @ 8" O.C.
SDS 25500@ 6" O.C.
(2) SDS 25500@ 10" O.C.
NOTES
1,2,6,9
2,3,6,9
2,3,7,9
2,3,4,8,9
2,3,4,8,9
2,3,4,8,9
NOTES
1. ALL EXTERIOR WALLS TO BE U.N.O.1
2. BLOCK ALL PANEL EDGES.
3. PROVIDE NOMINAL 3 X FRAMING AT ABUTTING PANEL EDGES RECEIVING EDGE NAILING.
4. PROVIDE 3 X SILL PLATE.
5. OFFSET PANEL EDGES.
6. PROVIDE 1/2" A.B. @ 48" O.C. W / 3" X 3" X 1/4" BEARING PLATE WASHER, OR (2) 16d @ 8" O.C.
7. PROVIDE 1/2" A.B. @ 24" O.C. W / 3" X 3" X 1/4" BEARING PLATE WASHER.
8. PROVIDE 1/2" A.B. @ 12" O.C. W / 3" X 3" X 1/4" BEARING PLATE WASHER.
9. STUDS SHALL NOT BE SPACED MORE THAN 16" O.C.
SIMPSON HOLD DOWN DETAILS
NOT TO SCALE
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
OF:
PAGE:
BUILDER INFO:
A3
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
FOUNDATION PLAN
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
J. SYKORA, CPBD
THE WOODS - LOT 7
ANACORTES WA 98221
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLING
36"
3'-2 1/4"
0'-6"
16"
SIMPSON HANGER
1/2" X 10" A.B. 48" O.C. W/
3" X 3" BEARING PLATE
R-21 INSULATION
1 TYPICAL 6" FOUNDATION WALL
2 X 6 WALL
7/16 OSB SHEATHING 1/2" SHEETROCK
3/4" OSB SUBFLOOR2 X TREATED PLATE
SILL SEAL
#4 VERT. "L" REBAR 48" O.C.
(2) GRADE 40 # 4
HORZ. REBAR
(2) GRADE 40 #4 REBAR
8" CONCRETE WALL
SCALE: 3/4" = 1'
SIDING
TYVEK HOUSE WRAP
INSTALL 6 MILL BLACK
VAPOR BARRIER
OVERLAP JOINTS 12"
NOTE: JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN.
NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE
5/8" +/- WASHED
DRAIN ROCK
4" PERFORATED PVC
FOOTING DRAIN
R-30 INSULATION
11 7/8" BCI FLOOR JOIST
NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE
16"
24"
6"
R-21 INSULATION
NOTE: JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN.
NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE
SCALE: 3/4" = 1'
6" CONCRETE WALL
7/16 OSB SHEATHING 2 X 6 WALL
1/2" X 10" A.B. 48" O.C. W/
3" X 3" BEARING PLATE
2 X TREATED PLATE
#4 VERT. "L" REBAR 48" O.C.
(2) GRADE 40 #4
HORZ. REBAR
5/8" +/- WASHED
DRAIN ROCK
4" PERFORATED PVC
FOOTING DRAIN
(2) GRADE 40 #4 REBAR
2 TYPICAL 6" FOUNDATION WALL @ GARAGE
SILL SEAL
SIDING
TYVEK HOUSE WRAP
4" CONC. SLAB OVER 6 MIL VAPOR
BARRIER ON GRANULAR FILL
NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE
1/2" SHEETROCK
16"
24"
6"
6" CONCRETE WALL
SCALE: 3/4" = 1'
GARAGE DOOR
#4 VERT. "L" REBAR 48" O.C.
(2) GRADE 40 # 4 HORZ. REBAR
5/8" +/- WASHED
DRAIN ROCK
4" PERFORATED PVC
FOOTING DRAIN (2) GRADE 40 #4 REBAR
BUCK OUT FOR GARAGE DOOR
3 TYPICAL FOUNDATION WALL @ GARAGE DOOR
4" CONC. SLAB OVER 6
MIL VAPOR BARRIER
ON GRANULAR FILL
NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE
36"
0'-6"
16"
#4 VERT. "L" REBAR 48" O.C.(2) GRADE 40 # 4
HORZ. REBAR
(2) GRADE 40 #4 REBAR
6" CONCRETE WALL
INSTALL 6 MILL BLACK
VAPOR BARRIER
OVERLAP JOINTS 12"
11 7/8" BCI FLOOR JOIST
SILL SEAL
4" CONC. SLAB OVER 6
MIL VAPOR BARRIER
ON GRANULAR FILL
SCALE: 3/4" = 1'
1/2" X 10" A.B. 48" O.C. W/
3" X 3" BEARING PLATE
4 TYPICAL 6" FOUNDATION WALL AT GARAGE
R-21 INSULATION
1/2" SHEETROCK 2 X 6 WALL
1/2" SHEETROCK
3/4" OSB SUBFLOOR2 X TREATED PLATE
NOTE: JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN.
NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE
R-30 INSULATION
SIMPSON HANGER
1/2" X 6" A.B. 48" O.C. W/
3" X 3" BEARING PLATE
TREATED SOLE PLATE
2 X 6 STUDS 16" O.C. WITH
DOUBLE TOP PLATE.
3/4" OSB
11 7/8" BCI JOISTS
R-30 INSULATION
6" X 16" CONC. FOOTING W/ (2)
GRADE 40 # 4 HORZ. REBAR
6 MILL VAPOR BARRIOR
5 FLOOR SUPPORT - PONY WALL
SCALE: 3/4" = 1'
CONTINUOUS BLOCKING
8"
18"
2'-0"
(4) GRADE 40 #4
REBAR EACH WAY
6 FOOTING W/ SONOTUBE
SCALE: 3/4" = 1'
6 X 6 P.T. POST
(4) GRADE 40 #4 REBAR
VERT. HOOKS
12" SONO-TUBE
CB66 POST BASE
18" MIN. BELOW GRADE
SCALE: 3/4" = 1'
7 LATERAL RESTRAINT PANEL (LRP)
2X SINGLE TOP PLATE
RAFTERS TIE @ 24" O.C.
(IF TRUSSES BEAR ON HEADER)
HEADER PER PLAN END OF HEADER
(2) 2 X STUDS & SILL PL.
7/16" OSB SHEATHING
FASTEN SHEATHING TO HEADER
WITH 8D NAILS IN A 3" GRID AS
SHOWN AND 3" O.C. IN ALL
FRAMING (STUDS & SILLS).
SIMPSON HDU2
SIMPSON SSTB20
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
OF:
PAGE:
BUILDER INFO:
A4
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
J. SYKORA, CPBD
THE WOODS - LOT 7
ANACORTES WA 98221
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLING
FOUNDATION DETAILS
FOUNDATION DETAILS
NOT TO SCALE
NOT TO SCALENOT TO SCALE
Nail Boise Rimboard
nail into each flange.
to BCI joist with 8d
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
1 TOP PLATE HANGER
NOT TO SCALE
BEND TAB
AND FASTEN WITH
10dx1 1/2" NAILS WHEN
WEB STIFFENERS
ARE NOT USED
Simpson Strong-Tie
ITS11.88
30 LB FELT OR SUITABLE BARRIER TO
BE USED BETWEEN HANGER AND
ACQ-D & CA-B TREATED SILL
SILL SEAL
Floor Joist Blocking per IRC 502.7
(Seismic Design Categories D1 & D2)
NOT TO SCALE
Beam width shall exceed
Versa-Lam or Boise GLULAM Beam:
Joist hanger
Face Mount
2x specified hanger nail length
®
Boi s e Ri mb o a r d
Boi s e Ri mboar d
®
into each flange.
or rimboard closure.
23/32" min. plywood/OSB
Nail with 8d nails
required for cantilever.
BCI joist blocking®
2 CONTINUOUS BLOCKING
NOT TO SCALE
(WALL OR BEAM)Nailing per local
code provisions
Blocking
BCI Joist
Intermediate
Bearing
NOT TO SCALENOT TO SCALE
Nail Boise Rimboard
nail into each flange.
to BCI joist with 8d
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
Floor Joist Blocking per IRC 502.7
(Seismic Design Categories D1 & D2)
NOT TO SCALE
Beam width shall exceed
Versa-Lam or Boise GLULAM Beam:
Joist hanger
Face Mount
2x specified hanger nail length
®
Boi s e Ri mb o a r d
Boi s e Ri mbo a r d
®
into each flange.
or rimboard closure.
23/32" min. plywood/OSB
Nail with 8d nails
required for cantilever.
BCI joist blocking®
4" CONCRETE SLAB
SLOPE GARAGE FLOOR
10'-3 1/2"11'-10"14'-2"
18'-6 1/2"5'-5 1/2"5'-9"11'-10"13'-10"6'-7"
14'-2"
17'-9"
14'-7"
53'-6"
53'-6"
31'-5 1/2"
0'-6 1/2"
24'-0"
29'-6"
86'-0"
14'-5 1/2"
86'-0"
14'-5"10'-9 1/2"6'-9 1/2"5'-5 1/2"18'-6 1/2"
3'-8"
10'-11"
4'-5"
8'-7 1/2"
3'-10"
1'-6"
2'-6"
1'-5"11'-10"10'-8 1/2"
6'-0"32'-0"24'-0"24'-0"
6'-0"13'-0"23'-11 1/2"7'-0 1/2"36'-0"
7'-0"
3'-0"
11'-6"
18'-0"
14'-0"
1
A4
3
A4
2
A4
SSTB20
HDU2 2
2
A4
3
A4
2
A4
2
A4
4
A4
2 X 6 PONY WALL
2 X 6 PONY WALL
5
A4
2 X 6 PONY WALL
5
A4
STEP IN STEMWALL
STEP IN STEMWALL
SIMPSON HANGERS
1
A52
A5
SIMPSON HANGERS
A5
2
A5
2MAIN FLOOR FRAMING PLAN
SCALE: 1/4" = 1'
A5
2
A4
1
BCI 6000 1.8 "I" JOISTS 16" O.C.
SIMPSON HANGERS
SIMPSON HANGERS
SIMPSON HANGERS
1
A5
1
A5
2 X 6 PONY WALL
2 X 6 PONY WALL
6
A4
6
A4
6
A4
A4
5
A4
1
A4
1
A4
1
A4
1
A4
A4
1
A4
1
SSTB20
HDU2
1
A4
1
A4
5
A4
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
LRP (7/A4)LRP (7/A4)
A4
6
A4
6
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
OF:
PAGE:
BUILDER INFO:
A5
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
J. SYKORA, CPBD
THE WOODS - LOT 7
ANACORTES WA 98221
MAIN FLOOR FRAMING PLAN
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLINGCOORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/
JOISTS BLOCKOUTS.
REFER TO SHEET A3 & A4 FOR FOUNDATION NOTES AND DETAILS.
2.
1.
FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC
DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED
DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE
FABRICATIONAND INSTALLATION.
3.
ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY
MANUF.
4.
FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/
RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO
SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL.
5.
PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS
AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN
LOCATIONS.
6.
PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE
THERE IS A LOAD BEARING WALL ABOVE.
7.
8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
FRAMING NOTES
ALL HEADER MATERIAL TO BE 4 X 10 D.F. # 2 U.N.O.
ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED
OTHERWISE.
2.
1.
ALL EXTERIOR WALLS ARE 2x6 - 16" O.C. STUDS, UNLESS
NOTED OTHERWISE.
3.
ALL INTERIOR WALLS ARE 2x4 - 16" O.C. STUDS, UNLESS
NOTED OTHERWISE.
4.
PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,
TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC.
COORDINATE WITH OWNER FOR LOCATIONS.
5.
GENERAL NOTES
PLAN AREAS SCALE: 1/4" = 1'
MAIN FLOOR
GARAGE
1,633 SQ.FT.
932 SQ.FT.
COVERED ENTRY 176 SQ.FT.
COVERED PORCHES 153 SQ.FT.
UPPER FLOOR 694 SQ.FT.
TOTAL LIVING AREA:2,327 SQ.FT.2,327 SQ.FT.
V Y C O R
STEP A - INSTALL TYVEK APRON
BELOW WINDOW SILL
STEP B - INSTALL VYCOR
ACROSS WINDOW SILL
STEP C - INSTALL TYVEK FLEX
WRAP IN WINDOW CORNERS
WINDOW FLASHING INSTALLATION
STEP A - INSTALL WINDOW & 4" VYCOR TAPE
STEP A - INSTALL TYVEK
HOUSE WRAP
STEP B - INSTALL TYVEK
TAPE
STEP # 1STEP # 2STEP # 3
WH
W1 2650 SH.
W2 3050 SH.W3 3050 SH.W4 3050 SH.
W5 3050 SH.
W6 6080 PATIO DOOR
W7 2660 SH.
W8 3016 PIC.
W9 3016 PIC.
W10 2660 SH.
W11 6080 PATIO DOOR
W12 3050 SH.
W13 2650 SH.
W14 1660 SH.
3080
W15 1660 SH.
W16 2650 SH.
4068
90809080
2668
W17 2650 SH.
3080
8080
3068
2868
2668
2668
2668
2868
2868
2868
2868
3068
3068
FIREPLACE DIMENSIONS TBD
2668
2668
UP
50 CFM MIN
50 CFM MIN
50 CFM MIN
50 CFM MIN
12 sq ft
78 sq ft
906 sq ft
202 sq ft
35 sq ft
100 sq ft
343 sq ft
83 sq ft
10 sq ft
31 sq ft
22 sq ft
216 sq ft
191 sq ft
25 sq ft
157 sq ft43 sq ft
32'-0"
2'-0"
9'-0"
2'-0"
9'-6 1/2"
2'-0"
2'-2 3/4"
6'-0"
6'-1 1/2"5'-6"
1'-9"
1'-11"
4'-0"
5'-9"
3'-2"
2'-3"
2'-0"
2'-8 1/2"4'-4"
12'-11 1/2"
2'-0"1'-9"
3'-2 7/16"
2'-8"
5'-0 1/2"
2'-0"
2'-0"
4'-11"1'-10"
1'-8 1/4"
2'-0"8'-0"2'-10"3'-0"4'-8"2'-6"1'-0"
6'-11 1/2"
2'-6"
5'-6 3/4"
1'-6"
0'-3"
3'-0"
0'-3"1'-6"
3'-5 3/4"
2'-6"
4'-6"
7'-0"9'-3 1/2"14'-8 1/2"
1'-9 1/2"
3'-0"
1'-8"
5'-5"
1'-4"
3'-0"
1'-9 1/2"
1'-9"3'-0"0'-3"3'-0"0'-3"3'-0"1'-9"
1'-0"
6'-0"
0'-8"
3'-0"
0'-10"
2'-10"2'-6"
0'-8"
2'-10"2'-6"
0'-8"
2'-0"
3'-0"
1'-11"
6'-1"
1'-0"
4'-2"
2'-4 1/2"
2'-1"
2'-1"
2'-4 1/2"
2'-6"
5'-5"
4'-1"
6'-9"
23'-6 1/2"19'-0"5'-11"3'-10"
1'-10"
11'-10 1/2"14'-0"
10'-3"2'-6"18'-3"
2'-0"4'-3 1/4"7'-2"3'-6"7'-4"14'-0"
2'-1"
7'-0"
10'-0 1/2"
4'-5 1/2"
2'-6"
2'-0"9'-0"2'-0"9'-0"2'-0"
14'-0"4'-1"3'-7"3'-2"7'-2"5'-6"
3'-2"
5'-0"
4'-0"
3'-6"3'-0"
9'-0"
7'-1"
5'-8"
5'-9"
5'-8"
6'-0"14'-3 1/2"3'-6"7'-0 1/2"7'-2"
2'-2 1/2"18'-1"4'-4 1/2"2'-4 1/2"4'-10"
3'-9 1/2"
4'-6"
4'-8 1/2"
4'-8 1/2"
5'-4"
4'-0"
0'-7 1/2"
3'-8"
6'-1"
7'-11"
4'-4 1/2"
3'-8"
6'-1 1/2"
86'-0"
6'-0"13'-0"31'-0"36'-0"
14'-0"
18'-0"
11'-6"
3'-0"
7'-0"
53'-6"
86'-0"
24'-0"24'-0"32'-0"6'-0"
53'-6"
24'-0"
29'-6"
GARAGE
ENTRY
KITCHEN
MASTER BATH
LINEN
LAUNDRY
BATH
SHOWER
CLOSET
BENCH
MASTER BDRM
CLOSET /
DRESSING
FURNACE
LIVING
DINING
TOILET
SSTB20
HDU2
4 X 8 @ 96"
CLOSET
BEARING WALL
BEARING WALL
BENCH
MAIN FLOOR PLAN
BEARING WALL
ATTIC ACCESS
BEARING WALL
SCALE: 1/4" = 1'
4 X 8 @ 96"
HALL
PANTRY
CO DET.
SMOKE DET.
1
4 X 8 @ 96"
SMOKE DET.
1
2
3
6 1098
2
7
11
16
16
10
RISER 7 7/16"
RUN 10"
COVERED PORCH
84 sq ft
2
4 X 8 @ 96"
COVERED PORCH
69 sq ft
17
A10
2 X 6 WALL FOR
PLUMBING ABOVE
2
2
1
4 X 8 @ 96"
4 X 10 @ 96" DF.#2 HDR
4 X 8 @ 96"
2
10' CEILINGS
4 X 8 @ 96"
4 X 8 @ 96"
4 X 8 @ 96"
24' LONG 4 X 12 D.F. #2 GARAGE DOOR HEADER
6 X 12 D.F. #2 GARAGE HEADER
4 X 8 @ 96"
4 X 8 @ 96"
4 X 8 HEADER
10
10
A10
1
A11
4
4
A11
5
A11
5
A11
2
2
A10
2
A10
2
3 3
A11 A11
COVERED ENTRY
69 sq ft
SSTB20
HDU2
CULTURED STONE
BUILT-OUT PILLAR
W/ TOP COLUMN
9' CEILINGS
15 SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
LRP (7/A4)LRP (7/A4)
9' CEILINGS
CULTURED STONE
BUILT-OUT PILLAR
W/ TOP COLUMN
CULTURED STONE
BUILT-OUT PILLAR
W/ TOP COLUMN
9' CEILINGS
9' CEILINGS
9' CEILINGS9' CEILINGS
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
OF:
PAGE:
BUILDER INFO:
A6
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
J. SYKORA, CPBD
THE WOODS - LOT 7
ANACORTES WA 98221
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
MAIN FLOOR PLAN
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLING
ALL HEADER MATERIAL TO BE 4 X 10 D.F. # 2 U.N.O.
20 MIN. FIRE RATED DOOR.
FLOOR PLAN NOTES
SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY
BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO
EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL
RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A
BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE
STRUCTURE.
1
2 SHELF AND HANGING ROD.
BUILT IN SHELVES.3
CABINET - OWNER / CONTRACTOR TO VERIFY.4
EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.7 SQUARE
FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20" WIDE AND 24" HIGH. SILL HEIGHT
MAXIMUM 44" OFF FLOOR.
5
WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC
CONTROL, SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS.6
F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD. EXPOSED FACE
AND SIDES TO HAVE 1 LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL BE INSTALLED IN ANY
CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM, OR CLOSET. PROVIDE
AT LEAST 30" OF WORKING SPACE IN FRONT OF FURNACE.7
ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALLED, SHALL BE
PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF
THESE VALVES. DRAIN OUT, NO TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND,
POINTING DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT
OVERTURNING IN AN EARTHQUAKE.
8
PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLDSHUTOFF CONTROL
VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED
HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF THE DUCT SHALL BE
REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90- DEGREE BEND. A
MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS
REQUIRED WITH BACK-DRAFT DAMPER.
9
ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED
OTHERWISE.
2.
1.
ALL EXTERIOR WALLS ARE 2x6 - 16" O.C. STUDS, UNLESS
NOTED OTHERWISE.
3.
ALL INTERIOR WALLS ARE 2x4 - 16" O.C. STUDS, UNLESS
NOTED OTHERWISE.
4.
PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,
TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC.
COORDINATE WITH OWNER FOR LOCATIONS.
5.
GENERAL NOTES
TEMPERED GLASS16
MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVIDED WITH
A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 C.F.M. AND SHALL NOT
TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW OR OPENING INTO THE BUILDING.
MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, AND BATH FANS TO BE SEPERATELY VENTED
TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION.
EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS.
APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION
WITH DOMESTIC DRYER EXHAUST.
10
22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. FRAME OUT
ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. ACCESS COVER IN
GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR SEALED TIGHT.11
GUARDRAIL 36" ABOVE FIN. FLR. INTERMEDIATE RAIL SPACING SHALL NOT
ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2.12
PRE-MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR TRIM
PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO MANUFACTURER'S SPECS FOR
MINIMUM REQUIREMENTS OF NON-COMBUSTABLE SURROUND & HEARTH MATERIAL.13
STAIR HANDRAIL 36" ABOVE STAIR NOSING. INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4"
DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2.14
GARAGE FLOOR SUFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE FLOOR MIN 1/8" PER 12"
TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN.15
17
UP
5'-6"
17'-4 1/2"
5'-10"
53'-6"
24'-0"
10'-4 1/2"
9'-3 1/2"
9'-10"
86'-0"
6'-0"13'-0"31'-0"36'-0"
53'-6"
14'-0"
18'-0"
11'-6"
3'-0"
7'-0"
4'-6"
8'-4 1/2"
9'-3 1/2"
9'-10"
4'-6"
8'-4"
5'-0"
34'-0"
32'-0"
2'-0"
12'-10 1/2"
19'-1 1/2"
86'-0"
14'-0"6'-3 1/2"13'-8 1/2"
14'-7 1/2"
22'-0"34'-0"6'-0"
14'-3 1/2"7'-4 1/2"10'-4"2'-0"
SSTB20
HDU2
4 X 12 DF. #2 FLOOR BEAM
SIMPSON - HUCQ
UPPER FLOOR FRAMING PLAN
SCALE: 1/4" = 1'BEARING TO FOOTING
4 X 10 DF. #2 FLOOR BEAM
BEARING WALL
4 X 12 DF. #2 FLOOR BEAM
BEARING WALL
HANGER TO BEAM
BEARING WALL
4 X 10 DF. #2
BEARING WALL
3
A7
1
BCI 6000 1.8 "I" JOISTS 16" O.C.
A7
1
A7
2
A7
1
A7
4 X 12 DF. #2 FLOOR BEAM
6 X 6 PT POST
A10
1
A10
1
A11
4
4
A11
5
A11
5
A11
2
A10
2
A10
3 3
A11 A11
SSTB20
HDU2
4 X 12 DF. #2 FLOOR BEAM
4 X 12 DF. #2
11 7/8" RIM BOARD
5 1/4" X 11 7/8" PSL TO SUPPORT ROOF TRUSSES ABOVE
11 7/8" RIM BOARD
11 7/8" RIM BOARD
11 7/8" RIM BOARD
11 7/8" RIM BOARD
SSTB20
HDU2
5/4" POST WRAP
6 X 6 PT POST
5/4" POST WRAP
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
LRP (7/A4)LRP (7/A4)
BEARING TO FOOTING
NOT TO SCALE
NOT TO SCALENOT TO SCALE
Nail Boise Rimboard
nail into each flange.
to BCI joist with 8d
NOT TO SCALE
3 JOIST TO BEAM
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
Beam width shall exceed
Versa-Lam or Boise GLULAM Beam:
Joist hanger
Face Mount
2x specified hanger nail length
®
Boi s e Ri mboar d
Boi s e Ri mb oar d
®
into each flange.
or rimboard closure.
23/32" min. plywood/OSB
Nail with 8d nails
required for cantilever.
BCI joist blocking®
NOT TO SCALE
NOT TO SCALENOT TO SCALE
Nail Boise Rimboard
nail into each flange.
to BCI joist with 8d
NOT TO SCALE
NOT TO SCALE
2 CANTILEVERED JOIST
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
Beam width shall exceed
Versa-Lam or Boise GLULAM Beam:
Joist hanger
Face Mount
2x specified hanger nail length
®
Boi se Ri mboar d
Boi s e Ri mboar d
®
into each flange.
or rimboard closure.
23/32" min. plywood/OSB
Nail with 8d nails
required for cantilever.
BCI joist blocking®
NOT TO SCALE
1
NOT TO SCALE
RIMBOARD
NOT TO SCALE
Nail Boise Rimboard
nail into each flange.
to BCI joist with 8d
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
Beam width shall exceed
Versa-Lam or Boise GLULAM Beam:
Joist hanger
Face Mount
2x specified hanger nail length
®
Boi se Ri mboar d
Boi s e Ri mboar d
®
into each flange.
or rimboard closure.
23/32" min. plywood/OSB
Nail with 8d nails
required for cantilever.
BCI joist blocking®
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
OF:
PAGE:
BUILDER INFO:
A7
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
J. SYKORA, CPBD
THE WOODS - LOT 7
ANACORTES WA 98221
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
UPPER FLOOR FRAMING PLAN
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLING
ALL HEADER MATERIAL TO BE 4 X 10 D.F. # 2 U.N.O.
ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED
OTHERWISE.
COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/
JOISTS BLOCKOUTS.
REFER TO SHEET A3 & A4 FOR FOUNDATION NOTES AND DETAILS.
2.
1.
FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC
DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED
DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE
FABRICATIONAND INSTALLATION.
3.
ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY
MANUF.
4.
FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/
RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO
SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL.
5.
PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS
AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN
LOCATIONS.
6.
PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE
THERE IS A LOAD BEARING WALL ABOVE.
7.
8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
FRAMING NOTES
2.
1.
ALL EXTERIOR WALLS ARE 2x6 - 16" O.C. STUDS, UNLESS
NOTED OTHERWISE.
3.
ALL INTERIOR WALLS ARE 2x4 - 16" O.C. STUDS, UNLESS
NOTED OTHERWISE.
4.
PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,
TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC.
COORDINATE WITH OWNER FOR LOCATIONS.
5.
GENERAL NOTES
11'-5 3/16"
34'-0"
2'-0"5'-0"27'-0"
32'-0"
17'-4 1/2"
14'-7 1/2"
32'-0"
12'-10 1/2"
9'-3 1/2"
9'-10"
34'-0"
20'-2"13'-10"
24" OVERHANG
24" OVERHANG
UPPER ROOF PLAN
24" OVERHANG
24" OVERHANG
SCALE: 1/4" = 1'
5/4" X 8" PRIMED
FACIA W/ BUILD UP
MANUFACTURED
TRUSSES 24" O.C.
5/4" X 8" PRIMED FACIA W/ BUILD UP
24" OVERHANG
24" OVERHANG
24" OVERHANG
24" OVERHANG
5/4" X 8" PRIMED
FACIA W/ BUILD UP
5/4" X 8" PRIMED
FACIA W/ BUILD UP
RIDGE VENT
3
A9
7:12
RIDGE BEAM
7:12
RIDGE VENT
RIDGE BEAM
RIDGE VENT
7:12
7:12
4:12
7:12 7:12
7:12 7:12
2
4
1
A9
A9
1
2
A9 A11
1
A9
GIRDER TRUSS
GIRDER TRUSS
MATCHES TRUSSES BELOW
A9
4
A11
5
A11
2
A9
5
A11
2
A10
2
A10
3 3
A11 A11
W20 3050 SH.
W21 2640 SH.
W22 2640 SH.
W23 2040 SH.
W18 3050 SH.
W19 3050 SH.
2868
2668
5068
2668
6068
2668
2668
W24 3050 SH.
W25 3050 SH.
50 CFM MIN50 CFM MIN
62 sq ft
181 sq ft
190 sq ft
129 sq ft
68 sq ft
49 sq ft
30 sq ft
15 sq ft
26 sq ft
4'-11 1/2"
1'-10 3/4"
2'-11 1/2"
1'-6"
1'-8"
4'-0 1/2"
1'-8"
0'-5"
5'-3 1/2"
3'-7"
2'-0"3'-7 1/2"6'-2 1/2"3'-6"4'-10"
1'-7 1/2"
2'-3 1/2"
2'-6"
0'-3"
2'-6"
2'-3 1/2"
3'-3 3/4"
3'-0"
0'-3"
3'-0"
3'-3 3/4"
3'-7"
2'-0"
3'-8 1/2"
5'-1"3'-0"4'-11"
2'-4"
12'-3 1/2"
5'-0"
32'-0"
34'-0"
32'-0"
34'-0"
14'-0"6'-2"
14'-0"13'-0"
9'-9"4'-6 1/2"5'-10 1/2"2'-0"4'-4 1/2"5'-5 1/2"
12'-8 1/2"
2'-4 1/2"
6'-11"
10'-0"
13'-10"20'-2"
17'-4 1/2"
14'-7 1/2"
27'-0"5'-0"2'-0"
12'-10 1/2"
9'-3 1/2"
9'-10"
4'-4 1/2"
2'-10"
2'-6 1/2"
3'-0"
0'-3"
3'-0"
3'-0"
STAIRS
LINEN
BEDROOM
BEDROOM
CLOSET
OFFICE
CLOSET
LANDING
UPPER FLOOR PLAN
SCALE: 1/4" = 1'
BATH
BATH
ATTIC ACCESS
CO DET.
SMOKE DET.
SMOKE DET.
1
1
SMOKE DET.
1
2
2
11
5
5
4 X 8 @ 80"
4 X 8 @ 80"
4 X 8 @ 80"
8' CEILINGS
4
A11
RISER 7 7/16"
RUN 10"
4 X 8 @ 80"
4 X 8 @ 80"
4
A11
5
A11
5
A11
10
2
A10
2
A10
3 3
A11 A11
8' CEILINGS 8' CEILINGS
10
PLAN AREAS SCALE: 1/4" = 1'
MAIN FLOOR
GARAGE
1,633 SQ.FT.
932 SQ.FT.
COVERED ENTRY 176 SQ.FT.
COVERED PORCHES 153 SQ.FT.
UPPER FLOOR 694 SQ.FT.
TOTAL LIVING AREA:2,327 SQ.FT.2,327 SQ.FT.
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
OF:
PAGE:
BUILDER INFO:
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
A8
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
J. SYKORA, CPBD
THE WOODS - LOT 7
ANACORTES WA 98221
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLING
UPPER FLOOR AND ROOF PLAN
3.
20 MIN. FIRE RATED DOOR.
FLOOR PLAN NOTES
SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY
BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO
EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL
RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A
BATTERY BACKUP. SMOKE DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE
STRUCTURE.
1
2 SHELF AND HANGING ROD.
BUILT IN SHELVES.3
CABINET - OWNER / CONTRACTOR TO VERIFY.4
EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY
EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO
BE 20" WIDE AND 24" HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR.
5
WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC
CONTROL, SUCH AS A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS.6
F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD. EXPOSED FACE
AND SIDES TO HAVE 1 LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL BE INSTALLED IN ANY
CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM, OR CLOSET. PROVIDE
AT LEAST 30" OF WORKING SPACE IN FRONT OF FURNACE.7
ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALLED, SHALL BE
PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF
THESE VALVES. DRAIN OUT, NO TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND,
POINTING DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT
OVERTURNING IN AN EARTHQUAKE.
8
PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLDSHUTOFF CONTROL
VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED
HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF THE DUCT SHALL BE
REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90- DEGREE BEND. A
MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS
REQUIRED WITH BACK-DRAFT DAMPER.
9
ALL EXTERIOR WALLS ARE 2x6 - 16" O.C. STUDS, UNLESS
NOTED OTHERWISE.
1.
2.
ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED
OTHERWISE.
ALL HEADER MATERIAL TO BE 4 X 10 D.F. # 2 U.N.O.
4.
PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,
TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC.
COORDINATE WITH OWNER FOR LOCATIONS.
ALL INTERIOR WALLS ARE 2x4 - 16" O.C. STUDS, UNLESS
NOTED OTHERWISE.
5.
GENERAL NOTES
TEMPERED GLASS16
MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVIDED WITH
A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 C.F.M. AND SHALL NOT
TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW OR OPENING INTO THE BUILDING.
MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, AND BATH FANS TO BE SEPERATELY VENTED
TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION.
EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS.
APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION
WITH DOMESTIC DRYER EXHAUST.
10
22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. FRAME OUT
ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. ACCESS COVER IN
GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR SEALED TIGHT.11
GUARDRAIL 36" ABOVE FIN. FLR. INTERMEDIATE RAIL SPACING SHALL NOT
ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2.12
PRE-MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR TRIM
PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO MANUFACTURER'S SPECS FOR
MINIMUM REQUIREMENTS OF NON-COMBUSTABLE SURROUND & HEARTH MATERIAL.13
STAIR HANDRAIL 36" ABOVE STAIR NOSING. INTERMEDIATE RAIL SPACING SHALL
NOT ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION
312.2.
14
GARAGE FLOOR SUFACES SHALL BE MIN. 4" CONCRETE. SLOPE CONCRETE
FLOOR MIN 1/8" PER 12" TOWARDS MAIN VEHICLE ENTRY DOORWAY OR
TOWARDS FLOOR DRAIN.
15
17
2'-0"OPEN SOFFIT
1/2" SHEETROCK
1 TYPICAL EAVE DETAIL
SCALE: 1/2" = 1'
5/8" SHEETROCK
R-49 INSULATION
MANUFACTURED
TRUSSES 24" O.C.
COMPOSITION ROOFING
7/16" OSB
5/4 X 8 PRIMED FACIA
ALUM. DRIP EDGE AIR BAFFLE W/ 1" GAP
GUTTER
SIMPSON SDWC
7
12
2'-0"
1/2" SHEETROCK
5/8" SHEETROCK
7/16" OSB
2 EAVE DETAIL @ GABLE W/ STEPPED FACIA
SCALE: 1/2" = 1'
R-49 INSULATION
MANUFACTURED
TRUSSES 24" O.C.
ROOFING MATERIAL
ROOFING FELT
5/4 X 8 PRIMED FACIA
ALUM. DRIP EDGE
5/4 X 4 PRIMED FACIA
3 HURRICANE CONNECTION DETAIL
NOT TO SCALE
5'-6"
17'-4 1/2"
2'-6"
32'-0"
86'-0"
24'-0"18'-6"5'-6"32'-0"6'-0"
53'-6"
7'-0"
3'-0"
11'-6"
18'-0"
14'-0"
86'-0"
36'-0"31'-0"19'-0"
53'-6"
24'-0"
29'-6"
2'-0"5'-0"2'-0"22'-0"
5/4" X 8" PRIMED FACIA W/ BUILD UP
BEARING WALL
BEARING WALL
BEARING WALL
ROOF FRAMING PLAN
BEARING WALL
MANUFACTURED
TRUSSES 24" O.C.
3:12
SCALE: 1/4" = 1'
SIMPSON HANGERS
MANUFACTURED TRUSSES 24" O.C.
2
MATCHES TRUSSES ABOVE
16" HEEL
16" HEEL
16" HEEL
ROOF BEAM @ 109 1/8"
4 X 10 DF. #2 ROOF BEAM @ 109 1/8"
4 X 10 DF. #2 ROOF BEAM
@ 109 1/8"
6 x 6 TREATED POST
24" OVERHANG
4 X 10 DF. #2 ROOF BEAM @ 109 1/8"
6 x 6 TREATED POST
6 x 6 TREATED POST
6 x 6 TREATED POST
6 x 6 TREATED POST
MANUFACTURED
TRUSSES 24" O.C.
MANUFACTURED
TRUSSES 24" O.C.
24" OVERHANG
24" OVERHANG
24" OVERHANG
24" OVERHANG
24" OVERHANG
24" OVERHANG
24" OVERHANG
4 X 10 DF. #2 ROOF BEAM @ 109 1/8"7:12
7:12
7:12 7:12
7:12
7:12
RIDGE BEAM
RIDGE VENT
7:12 7:12
3:12
3:12
3:12
RIDGE VENT
RIDGE BEAM RIDGE BEAM
RIDGE VENT
GIRDER TRUSS
5/4" X 8" PRIMED FACIA W/ BUILD UP
5/4" X 8" PRIMED FACIA W/ BUILD UP
5/4" X 8" PRIMED FACIA W/ BUILD UP
A10
RIDGE VENT
A9
1
A9
1
A9
1
SIMPSON HANGERS
A9
GIRDER TRUSS
SIM.
1
MANUFACTURED TRUSSES 24" O.C.
A10
1
A11
4
4
A11
5
2
A9
A9
A11
2
A9
2
5
A11
2
A10
SIMPSON HANGERS 2
A10
3 3
A11 A11
RIDGE VENT
RIDGE VENT
4 X 10 DF. #2 ROOF BEAM
@ 109 1/8"
4 X 10 DF. #2 ROOF BEAM @ 109 1/8"
4 X 10 DF. #2 ROOF BEAM @ 109 1/8"
MANUFACTURED TRUSSES 24" O.C.
SITE FRAME
MANUFACTURED TRUSSES 24" O.C.
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
OF:
PAGE:
BUILDER INFO:
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
A9
J. SYKORA, CPBD
THE WOODS - LOT 7
ANACORTES WA 98221
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
LOWER ROOF FRAMING PLAN
DATE
DRAFTED BY:
J. STERLING
3.
COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/
JOISTS BLOCKOUTS.
REFER TO SHEET A3 & A4 FOR FOUNDATION NOTES AND DETAILS.
2.
1.
FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC
DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED
DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE
FABRICATIONAND INSTALLATION.
3.
ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY
MANUF.
4.
FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/
RING SHANK 8d's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO
SUPPORTS. ROOF SHEATHING TO BE 7/16" OSB OR EQUAL.
5.
PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS
AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN
LOCATIONS.
6.
PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE
THERE IS A LOAD BEARING WALL ABOVE.
7.
8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
FRAMING NOTES
ALL EXTERIOR WALLS ARE 2x6 - 16" O.C. STUDS, UNLESS
NOTED OTHERWISE.
1.
2.
ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED
OTHERWISE.
ALL HEADER MATERIAL TO BE 4 X 10 D.F. # 2 U.N.O.
4.
PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,
TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC.
COORDINATE WITH OWNER FOR LOCATIONS.
ALL INTERIOR WALLS ARE 2x4 - 16" O.C. STUDS, UNLESS
NOTED OTHERWISE.
5.
GENERAL NOTES
R-21 INSULATION
T&G PINE
6 X 10 D.F. #2 @ 109 1/8"
WRAP BEAM W/ 5/4" PRE-PRIMED SPRUCE
WRAP BEAM WITH HARDI MATERIAL
T&G PINE
6 X 10 D.F. #2 @ 109 1/8"
GUTTER
5/4 X 8" FASCIA
OPEN SOFFIT
COMPACTED FILLCRAWLSPACE
12 5/8" FLOOR SYSTEM
R-30 INSULATION
SIMPSON HANGER
4" CONCRETE SLAB
MANUFACTURED TRUSSES 24" O.C.
2 X 6 WALL 5/8" SHEETROCK
1/2" SHEETROCK
MANUFACTURED TRUSSES 24" O.C.
R-49 INSULATION
7
12
RIDGE VENT
7
12
RIDGE VENT
RIDGE VENT
5/4" X 4" PRIMED FACIA BUILD UP
5/4" X 8" PRIMED FACIA
SIDING
7/16" SHEATHING
COMPOSITION ROOFING
COMPOSITION ROOFING
SIMPSON HANGER
SIMPSON HANGER
2 X 6 PONY WALL 2 X 6 PONY WALL
5/4" X 4 PRIMED CORNER TRIM DINING KITCHEN LAUNDRY GARAGE
16" HEELSIMPSON HANGER
OPEN SOFFIT5/4 X 8 PRIMED FACIA
GUTTER
1 BUILDING SECTION
SCALE: 1/4" = 1'
25'-6"
9'-1 1/8"
8'-1 1/8"
8'-1 1/8"
9'-1 1/8"
CRAWLSPACE
12 5/8" FLOOR SYSTEM
R-30 INSULATION
SIMPSON HANGERSIMPSON HANGER
BEDROOM
MAIN FLOOR
SIMPSON HANGER
5/4" X 4" PRIMED FACIA BUILD UP
5/4" X 8" PRIMED FACIA
RIDGE VENT
RIDGE VENT
COMPOSITION ROOFING
COMPOSITION ROOFING
7
12
OVERALL BUILDING HT.
12 5/8" FLOOR SYSTEM
4" CONCRETE SLAB
LIVING
T&G PINESIMPSON HANGER
MANUFACTURED TRUSSES 24" O.C.
MANUFACTURED TRUSSES 24" O.C.
GUTTER
5/4 X 8" FACIA
OPEN SOFFIT
WRAP BEAM WITH HARDI MATERIAL
BUILT OUT COLUMN
BEAMS @ 109 1/8"
1/2" SHEETROCK
5/8" SHEETROCK R-21 INSULATION
R-49 INSULATION
R-49 INSULATION
R-30 INSULATION
2 X 6 PONY WALL 2 X 6 PONY WALL
2 BUILDING SECTION
SCALE: 1/4" = 1'
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
OF:
PAGE:
BUILDER INFO:
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
J. SYKORA, CPBD
THE WOODS - LOT 7
A10
ANACORTES WA 98221
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLING
BUILDING SECTIONS
8'-1 1/8"
9'-1 1/8"
25'-6"
8'-1 1/8"
9'-1 1/8"
5/4 X 8" FACIA
ROOF BEAM @ 109 1/8"
WRAP BEAM W/ 5/4" PRE-PRIMED SPRUCE
BUILT OUT COLUMN
OPEN SOFFIT
GUTTER
CULTURED
STONE
4" CONCRETE SLAB
COMPOSITION ROOFING
RIDGE VENT
7
12
SHINGLE SIDING
6" EXPOSURE
SHINGLE SIDING
6" EXPOSURE
5/4" X 4" PRIMED FACIA BUILD UP
RIDGE VENT
5/4" X 8" PRIMED FACIA
HARDI-PLANK SIDING
7" EXPOSURE
HARDI-PLANK SIDING
7" EXPOSURE
4" CONCRETE SLAB MAIN FLOOR
OVERALL BUILDING HT.
T&G PINE
COMPACTED FILL 2 X 6 PONY WALL
R-30 INSULATION
2 X 6 PONY WALL CRAWLSPACE
12 5/8" FLOOR SYSTEMSIMPSON HANGER SIMPSON HANGER
12 5/8" FLOOR SYSTEM
OFFICE
FLOOR BEAM
RIDGE VENT
COMPOSITION ROOFING
COMPOSITION ROOFING
MANUFACTURED TRUSSES 24" O.C.
SIMPSON HANGER
SHINGLE SIDING
6" EXPOSURE
1/2" SHEETROCK
5/8" SHEETROCK
R-21 INSULATION
BEDROOM
MASTER BEDROOM
5/4 X 8" FACIA
OPEN SOFFIT
R-49 INSULATION
MASTER BATH
1/2" SHEETROCK
5/8" SHEETROCK
R-21 INSULATION
9'-1 1/8"
8'-1 1/8"
9'-1 1/8"
8'-1 1/8"
MANUFACTURED TRUSSES 24" O.C.
MANUFACTURED TRUSSES 24" O.C.
MAIN FLOOR
12 5/8" FLOOR SYSTEM
R-30 INSULATION
4 BUILDING SECTION
SCALE: 1/4" = 1'
18" X 18" X 18" CONCRETE FOOTING
R-30 INSULATION
1/2" SHEETROCK
5/8" SHEETROCK
R-21 INSULATION
R-49 INSULATION
RIDGE VENT
COMPOSITION ROOFING
R-49 INSULATION
5/4" X 4" PRIMED FACIA BUILD UP
5/4" X 8" PRIMED FACIA
RIDGE VENT
CRAWLSPACE
12 5/8" FLOOR SYSTEM 12 5/8" FLOOR SYSTEM
COMPACTED FILL 2 X 6 PONY WALL 4 X 4 POST
GUTTER
OPEN SOFFIT
5/4 X 8" FASCIA
2 X 6 PONY WALL
OFFICE
KITCHEN BATHCABINET T.B.D.
9'-1 1/8"
8'-1 1/8"
9'-1 1/8"
8'-1 1/8"
12 5/8" FLOOR SYSTEM
CRAWLSPACE
CABINET T.B.D.CABINET T.B.D.
MAIN FLOOR
12 5/8" FLOOR SYSTEM
MANUFACTURED TRUSSES 24" O.C.
RIDGE VENT
5 BUILDING SECTION
SCALE: 1/4" = 1'
7
12
5/4" X 4" PRIMED FACIA BUILD UP
5/4" X 8" PRIMED FACIA
1/2" SHEETROCK
5/8" SHEETROCK
R-21 INSULATION
MANUFACTURED TRUSSES 24" O.C.
R-49 INSULATION
R-49 INSULATION
GUTTER
OPEN SOFFIT
5/4 X 8" FASCIA
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
OF:
PAGE:
BUILDER INFO:
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
J. SYKORA, CPBD
THE WOODS - LOT 7
ANACORTES WA 98221
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLING
A11
2'-0"
8'-1 1/8"
9'-1 1/8"
25'-6"
3'-7 3/16"
MAIN FLOOR
OVERALL BUILDING HT.
OPEN SOFFIT
COMPOSITION ROOFING
6" EXPOSURE
5/4" X 8" PRIMED FACIA
SHINGLE SIDING
4" CONCRETE SLAB
COMPOSITION ROOFING
SHINGLE SIDING
6" EXPOSURE
RIDGE VENT
6" EXPOSURE
COMPOSITION ROOFING
RIDGE VENT
5/4" X 4" PRIMED FACIA BUILD UP RIDGE VENT
HARDI-PLANK SIDING
7" EXPOSURE
SHINGLE SIDING
HARDI-PLANK SIDING
7" EXPOSURE
12
7
12
3 3
12
HARDI-PLANK SIDING
7" EXPOSURE
HARDI-PLANK SIDING
7" EXPOSURE
COMPOSITION ROOFING
4
12 12
7
12 5/8" FLOOR SYSTEM
5/4" X 4 PRIMED CORNER TRIM
5/4" X 4 PRIMED CORNER TRIM
5/4" X 8" PRIMED FACIA
5/4" X 8" PRIMED FACIA
5/4" X 4" PRIMED FACIA BUILD UP
OPEN SOFFIT
5/4 X 8 PRIMED FACIA
GUTTER5/4" X 4" PRIMED FACIA BUILD UP
5/4 X 8 PRIMED FACIA
GUTTER5/4" X 4" PRIMED FACIA BUILD UP
OPEN SOFFIT
5/4 X 8 PRIMED FACIA
GUTTER
OPEN SOFFIT
5/4 X 8 PRIMED FACIA
GUTTER
4" CONCRETE SLAB
CULTURED
STONE
5/4 WRAPPED BEAM
5/4 WRAPPED POST
5/4 WRAPPED BEAM
W10 2660 SH.
W17 2650 SH.
W19 3050 SH.
NORTH ELEVATION
SCALE: 1/4" = 1'
25'-6"
9'-1 1/8"
8'-1 1/8"
2'-0"
2'-0"
2'-0"
5/4" X 8" PRIMED FACIA
RIDGE VENT
5/4" X 4" PRIMED FACIA BUILD UP
SHINGLE SIDING
6" EXPOSURE
COMPOSITION ROOFING
COMPOSITION ROOFING
COMPOSITION ROOFING
3
12
7
12
CULTURED
STONE
RIDGE VENT
RIDGE VENT
HARDI-PLANK SIDING
7" EXPOSURE
12 5/8" FLOOR SYSTEM
CULTURED
STONE
CULTURED
STONE
OPEN SOFFIT
5/4 X 8 PRIMED FACIA
GUTTER
OPEN SOFFIT
5/4 X 8 PRIMED FACIA
GUTTER
OPEN SOFFIT
5/4 X 8 PRIMED FACIA
GUTTER
5/4 WRAPPED BEAM
5/4" X 4" PRIMED FACIA BUILD UP
W13 2650 SH.
W14 1660 SH.W15 1660 SH.
W16 2650 SH.
W20 2640 SH.W21 2640 SH.W22 2040 SH.
WEST ELEVATION
SCALE: 1/4" = 1'
W23 3050 SH.W24 3050 SH.
HARDI-PLANK SIDING
7" EXPOSURE
OVERALL BUILDING HT.
5/4" X 4 PRIMED CORNER TRIM
MAIN FLOOR
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
OF:
PAGE:
BUILDER INFO:
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
J. SYKORA, CPBD
THE WOODS - LOT 7
A12
ANACORTES WA 98221
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLING
EXTERIOR ELEVATIONS
8'-1 1/8"
25'-6"
9'-1 1/8"
12
7
5/4" X 8" PRIMED FACIA
RIDGE VENT
5/4" X 4" PRIMED FACIA BUILD UP
7
12
12
3
HARDI-PLANK SIDING
7" EXPOSURE
HARDI-PLANK SIDING
7" EXPOSURE
HARDI-PLANK SIDING
7" EXPOSURE
COMPOSITION ROOFING
W6 6080 PATIO DOORW11 6080 PATIO DOOR
OPEN SOFFIT
RIDGE VENT
RIDGE VENT
5/4" X 4 PRIMED CORNER TRIM
RIDGE VENT
RIDGE VENT
5/4 X 8 PRIMED FACIA
GUTTER
5/4" X 4" PRIMED FACIA BUILD UP
OPEN SOFFIT5/4 X 8 PRIMED FACIA
GUTTER
OPEN SOFFIT5/4 X 8 PRIMED FACIA
GUTTER
5/4 WRAPPED BEAM
5/4 WRAPPED POST
5/4 WRAPPED POST
5/4 X 8 PRIMED FACIA
5/4" X 4" PRIMED FACIA BUILD UP
EAST ELEVATION
SCALE: 1/4" = 1'
W5 3050 SH.
W8 3016 PIC.W9 3016 PIC.
W12 3050 SH.
W17 3050 SH.W18 3050 SH.
12 5/8" FLOOR SYSTEM
MAIN FLOOR
OVERALL BUILDING HT.
8'-1 1/8"
25'-6"
9'-1 1/8"
COMPOSITION ROOFING
COMPOSITION ROOFING COMPOSITION ROOFING
COMPOSITION ROOFING
HARDI-PLANK SIDING
7" EXPOSURE
HARDI-PLANK SIDING
7" EXPOSURE
HARDI-PLANK SIDING
7" EXPOSURE
6" EXPOSURE
SHINGLE SIDING
12
7
12
7
12
7
5/4" X 8" PRIMED FACIA
RIDGE VENT
5/4" X 4" PRIMED FACIA BUILD UP
RIDGE VENT
RIDGE VENT
RIDGE VENT
12 5/8" FLOOR SYSTEM
5/4" X 4 PRIMED CORNER TRIM
PRIMED TRIM
OPEN SOFFIT
MAIN FLOOR W1 2650 SH.
W2 3050 SH.W3 3050 SH.W4 3050 SH.
W7 2660 SH.
OVERALL BUILDING HT.
5/4" X 4 PRIMED CORNER TRIM
SOUTH ELEVATION
SCALE: 1/4" = 1'
5/4 X 8 PRIMED FACIA
GUTTER
5/4" X 4" PRIMED FACIA BUILD UP
OPEN SOFFIT
5/4 X 8 PRIMED FACIAGUTTER
OPEN SOFFIT
5/4 X 8 PRIMED FACIAGUTTER
OPEN SOFFIT
5/4 X 8 PRIMED FACIA
GUTTER
5/4" X 4" PRIMED FACIA BUILD UP
5/4 WRAPPED BEAM
5/4 WRAPPED POST
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
EXTERIOR ELEVATIONS
OF:
PAGE:
BUILDER INFO:
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
J. SYKORA, CPBD
THE WOODS - LOT 7
A13
ANACORTES WA 98221
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLING
SSTB20
HDU2
BEARING WALL
BEARING WALL
BEARING WALL
BEARING WALL
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
SSTB20
HDU2
LRP (7/A4)LRP (7/A4)
SW5
SW5
SW4
SW4
SW4
SW0
SW4
NOTE: SW5 - 5/8" CD PLY REQUIRED ON EXTERIOR SIDE ONLY
1100--0066--1155
THE INFORMATION, PLANS, DESIGNS, NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL
AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
STRANDBERG CONSTRUCTION INC. DRAWINGS NOTED AS PRELIMINARY, SCHEMATIC, AND/ OR CONCEPT CONTAIN
INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE. THE DESIGNER MAKES NO CLAIM FOR ACCURACY
OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS.
INITIAL:
OWNER APPROVAL
PROJECT / CLIENT INFO
OF:
PAGE:
BUILDER INFO:
MAILING ADDRESS:
P.O. BOX 319
Tuesday, October 06, 2015
PRINTED:
1/4" = 1' U.N.O.
FILE:
S:\Strandberg Companies\SCINC\DESIGN JOBS\The Woods\Lot 7\Lot 7 - The Woods 24x36 Layout.layout
J. SYKORA, CPBD
THE WOODS - LOT 7
ANACORTES WA 98221
A14
PHONE:
360-293-7431
WEB:
www.strandbergconstruction.com
DESIGNED BY:
SCALE
DATE
DRAFTED BY:
J. STERLING
ENGINEERING INFO