HomeMy WebLinkAboutPermit File BLD-2021-0308 4708 Queen Ann Way (7)REVISIONS I BY
6-3-21 I T1=
2x4 4 2x2 CORNER TRIM
(TYPICAL --VERIFY
W/ OWNER)
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4
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Mrs .---_—�•
_.--_-
STONE VENEER,
STYLE/TYPEPER OWNER. VERIFY
O ELEVATION
VERIFY IFFCAP IS NEEDED
4 APPLICATION TYPE
SCALE: 1/4" = 1'-0"
a LOWER DOOR. MONO -TRUSSES
4 24" O.C.
12
3
LAP SIDING, VERIFY
EXPOSURE IF NEW,
OR LEAVE EXISTING
BOARD 4 BATTEN SIDING
W/ Ix2 BATTENS a 1/0" O.G.
PROPOSED SHED ROOF
COVERED ENTRY
2x10 BAND W/ 1/2"
CHAMFER a TOP,
TYP,
U1E5T ELEVATION
SCALE: 1/4" = 1'-0"
BATT SIDING
4
PROPOSED SHED ROOF
COVERED ENTRY \
TOP OF WINDOWS
(VERIFY 4 MATCH
EXISTING)
FLOOR O
LEVEL
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STONE VENEER, SHINGLE SIDING OR
STYLE/TYPE PER OWNER. SIMILAR PER OWNER
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VERIFY IF CAP IS NEEDED a ENTRY ALCOVE
4 APPLICATION TYPE SCALE: 1/4" = 1'-011
CITY OF ANACORTES
PLANNING AND BUILDING DEPT:
APPROVED PLANS
REVIEWED FOR CODE COMPLIANCE
PERMIT #: BLD-2021-0308
ADDRESS: 4708 QUEEN ANN WAY
APPROVED BY:
SUBJECT TO FIELD INSPECTION. APPROVED PLyfS SHALL NOT
BE ALTERED WITHOUT AUTHORIZA ON.
NORTH ELEVATION
SCALE: 114" = 1 '-O"
12
4
PROPOSED COVERED ENTRYa LOWER DOOR,
MONO -TRUSSES 4 24" O.C, 3'-0" SPAN, 4:12 PITCH,
--2x4 LEDGER a TOP 4 BOTTOM (ATTACHED W/ 1/2"
LAG SCREWS OR SIMILAR), HANG BOTTOM OF TRUSSES
FROM LEDGER W/ SIMPSON LU626. BLOCK BETWEEN TOP
OF TRUSSES AND NAIL TO TOP LEDGER. SOFFIT UNDERSIDE
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MILLENNIUM DESIGN
360-424-3334
troy a drawnbymillsnnium.com
SHEET:
DRAWN
TP/DW
DATE
B-I'B-20
JOB NO,
19-360
BUILDER TO VERIFY ALL DIMENSIONS. CONSTRUCTION TO COMPLY WITH THE
2018 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE
AND FEDERAL BUILDING CODES,
03
OF:
3-10
12'-4i2"
Io'-0"
2'-IOV2"
22'-3"
REVISIONS ey
6-3-21 TP
12"xI2"xI2" CONC. PAD
FTG. W/ (2)*4 REBAR EA. WAY.
SIMPSON CBS66 POST BASE OR
KNIFE BLADE POST BASE. ANGLE
TOP OF FTG TO MATCH ANGLE
OF POSTS ABV, 2 TYP,
(ox6 DF-L* POST. EXTEND
FROM FOOTING TO ROOF SUPPOF
BEAM a ANGLE. 2 TYP.
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PROPOSED COVERED ENTRY
2x4 RAFTERS a 24" O.C. 4'-0" SPAN, 3:12 PITCH.
--FRAME OFF OF EXISTING ROOF (BUILDER TO ADD SADDLE
ROOF AREA) AND BEAR ON NEW 4x4 OR BETTER BEAM.
SOFFIT UNDERSIDE
4x4 OR BETTER BEAM. ATTACH TO TOP
OF POSTS W/ SIMPSON ECC4(o BRACKET
OR (2)COUNTERSUNK SDS SCREWS THRU
TOP OF BEAM INTO POSTS
6'-O" SGD
IFY FRENCH I
ALTERNATE)
(TEMP.)
DINING
4'-0"
KITCHEN
3030 AWN.
3'-0"
41-0"
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KITCHEN. VERIFY FORMER BEDROOM.
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12'-10" 5'-2"
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4'-O" �, 2'-6" 3 -O"
34'-0"
MAIN FLOOR FLAN
SCALE: 1/4" = 1'-0
II
NOTE: ALL EXISTING OPENINGS TO BE UPDATED TO SHOWN SIZES.
ALL NEW WINDOWS/DOORS TO MAKE USE OF EXISTING HEADERS U.N.O.
LOWER FLOOR FLAN
4'-3"
EXISTING
BATH
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EXISTING
BEDROOM
4036 XO
NEW 2x WALLS 9 16" O.G. VERIFY HEIGHT
W/ EXISTING PLATE 8 OPENING SIZES
EXISTING WALLS
WALLS TO BE REMOVED
PROPOSED COVERED ENTRYa LOWER DOOR.
MONO -TRUSSES 8 24" O.C. 3'-0" SPAN, 4:12 PITCH.
CTTOM (ATTACHED W/ 1/2"
4R), HANG BOTTOM OF TRUSSES
'SON LU826. BLOCK BETWEEN TOP
t0 TOP LEDGER. SOFFIT UNDERSIDE
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MILLENNIUM DESIGN
360-424-3334
troy a drawnbymillsnnium.com
DRAWN
TP/DW
DATE
8-I9-20
JOB NO,
19-360
2 OF:
SCALE. 1/4" = 1'-0
1
1
BUILDER TO VERIFY ALL DIMENSIONS. CONSTRUCTION TO COMPLY WITH THE
2010 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE
AND FEDERAL BUILDING CODES.
REVISIONS I BY
6-3-21 1 TP
A B c
4'-0" I 6'-O" 12'-I1" I_
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WSP WSP WSP
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BRACED WALL FLAN
SCALE: 1/4" = V-O"
3'-0"
PRESCRIPTIVE WALL SRACING
PER 2015 RIC 602.10
BRACED WALL NOTES:
1, SEE WALL PANEL DETAILS FOR REQUIRED BRACING a EACH WALL/SECTION 8
FOR BRACING PROVIDED a EACH BWL,
ADJUSTMENT FACTORS 6 CALCULATIONS PERFORMED USING
"APA-The Engineered Wood Association" PROPRIETARY CALCULATOR
2, PER IRC TABLE Rro02.10.4 INTERMITTENT BRACING METHODS:
METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS
a T" SPACING AT PANEL EDGES INCLUDING TOP 4 BOTTOM PLATES:
FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL
OR SCREW SIZE, SEE TABLE R602.3(1): FOR INTERIOR GYPSUM BOARD
NAIL OR SCREW SIZE, SEE TABLE R-102.3.5
3. PER IRC TABLE R(o02.10.4 SHEATHING METHODS:
METHOD WSP: INSTALL MINIMUM 3/0" WOOD STRUCTURAL PANEL W/ 6d
COMMON NAILS a (o" SPACING PANEL EDGES AND 12" SPACING FIELD
--BUILDER TO EXAMINE EXISTING CONSTRUCTION DURING SIDING REMOVAL
AND ADD NAILING AS NEEDED
9, BRACED WALL LINE CALCULATIONS HAVE APPLIED AN ADDITIONAL ADJUSTMENT FACTOR OF
1.4 TO ALL LINES, PER 2012 IRC r602.10.3(4) TO ALLOW A MAXIMUM BWL SPACING OF UP TO 35'.
l "> 30 feet and < 35 feet" - IRC rro02.10.3(4)
--MAIN ROOM = 564 S.F.
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MILLENNIUM DESIGN
360-424-3334
troy ID drawnbymillsnnium.com
DRAWN
TP/DW
DATE
8-19-20
JOB NO,
19-360
3
OF:
BUILDER TO VERIFY ALL DIMENSIONS. CONSTRUCTION TO COMPLY WITH THE
2010 INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE LOCAL, STATE
AND FEDERAL BUILDING CODES.