HomeMy WebLinkAboutBLD2021-00088-07- BUILDING PLANS3050SH 3050SH
5030RS
6068
2650SH2650SH
3 0 3 0 F X
4050SH4050SH
3050SH 3050SH 180100
2 6 1 0 F X
2 6 1 0 F X
3068
3030SH 3030SH 4016FX
6 0 6 8
4050SH4050SH
3 0 1 6 F X
3 0 1 6 F X
3068
DN
CO/SD
16'34'26'
76'
1 2 '
5 0 '
2 '
1 0 '
6 '
4 '
26'15'8'11'16'
76'
4 0 '
1 6 '
1 8 '
1 6 '
1 2 '
3'16'7'
2 '-8 "
3 '
5 1 /2 "
3 '
2 '-1 0 1 /2 "
CL
5 '-9 "
6 '-3 "
3'-9 1/4"
4'
5 1/2"
4'
3'-9 1/4"
2 '-8 "
GARAGE
COVERED PORCH
PORCH
LIVING
MASTER
BEDROOM
= EXISTING AS-BUILT HOME
NO CHANGES
STUDIO ADDITION
192 SQ FT
*NOTE: HOLD-DOWNS
REQ'D AT ALTERNATE
BRACED WALL PANELS
ALTERNATE BRACED
WALL PANEL
32" MIN SHEATHING
PANEL
PER CODE/DETAIL
ALTERNATE BRACED
WALL PANEL
32" MIN SHEATHING
PANEL
PER CODE/DETAIL
STUDIO
A L T E R N A T E B R A C E D
W A L L P A N E L
3 2 " M I N S H E A T H I N G
P A N E L
P E R C O D E /D E T A I L
A L T E R N A T E
B R A C E D
W A L L P A N E L
3 2 " M I N
S H E A T H I N G
P A N E L
P E R C O D E /D E T A I L
A L T E R N A T E B R A C E D
W A L L P A N E L
3 2 " M I N S H E A T H I N G
P A N E L
P E R C O D E /D E T A I L
A
L
T
E
R
N
A
T
E
B
R
A
C
E
D
W
A
L
L
P
A
N
E
L
3
2
"
M
I
N
S
H
E
A
T
H
I
N
G
P
A
N
E
L
P
E
R
C
O
D
E
/
D
E
T
A
I
L
4" CONCRETE SLAB
W/ 6" X 6" #10 WWM
OR #4 BARS 24" O.C.
EACH WAY
H E A D E R
4 X 8 H F #2
HEADER
4 X 8 HF #2
HEADER
4 X 8 HF #2
H E A D E R
4 X 8 H F #2
H E A D E R
4 X 8 H F #2
UP
1 OF 2
1/4" = 1'
SHEET:
SCALE:
APPROVED
PLANS TO BE
AVAILABLE ON
SITE
ADDRESS I.D. TO
BE VISIBLE
FROM STREET
M A I N F L O O R
P L A N
DATE:
2/5/2021
L I L Y H I C K E N B O T T O M
2 0 6 .7 9 5 .8 0 8 2
L I L Y @ C A S C A D I A H O M E D E S I G N .C O M
S T U D I O A D D I T I O N
1 9 2 S Q F T H E A T E D
D U N I H O -G R A V E S R E S I D E N C E
***ENGINEERING NOTE:
PRESCRIPTIVE ENGINEERING PER CODE
NO STAMP REQUIRED.
HEADERS, BEAMS & RAFTERS SIZED
PER STANDARD LUMBER TABLES &
WOOD STRUCTURAL DESIGN DATA
BASED ON LOADS & SPANS.
6
6
6
5
12
WEST ELEVATION
5
12
Top of Concrete Floor Addition
0 ft
Top of Wall
8.09 ft
9 7 1 /8 "
Ridge
12.4 ft
5 1 3 /4 "
NORTH ELEVATION
5
12
SOUTH ELEVATION
NEW CONSTRUCTION
ADDITION
EXISTING GARAGE
NO CHANGE
1 2 '
3'16'7'
4" CONCRETE SLAB W/
6" X 6" #10 WWM
OR #4 BARS 24" O.C.
EACH WAY
NO CHANGE TO EXISTING
GARAGE FOUNDATION
FOUNDATION PLAN
6" W FOUNDATION WALL
W/ #4 BARS PER CODE/SCHEDULE
15" W X 7" H CONCRETE FOOTING
W/ (2) #4 BARS CONT.
USE DOUBLE 2 x 6, 2 x 8
(OR 4 x 6, 4 x 8)
MUDSILL THRU OUT PER CODE
NEW FOOTINGS &
FOUNDATION WALLS
BUTT INTO EXISTING
DRILL & EPOXY
REBAR INTO EXISTING
5 : 12 5 : 12
1 2 '
2 '
1 2 '
16'2'
ROOF PLAN
NO CHANGES
TO EXISTING
ROOF
R I D G E B E A M
6 X 1 0 D F #2
RAFTERS
2 X 12 DF #2
@ 24" O.C.
*RUN RAFTERS OVER RIDGE BEAM
STRAPPING PER CODE
BIRDS MOUTH DETAIL AT WALL & BEAM INTERSECTION
5
12
8 '-1 1 /8 "
R-10
FLOOR
R-21
WALLS
R-49
CEILING
COMPACTED FILL
3" X 3" X ¼" SQ. GALV WASHER/NUT
4 X 8 HF #2 HEADER
HURRICANE TIES
2 X BLOCKING/SCREENED VENTS PER CODE
2 X 12 DF #2 RAFTERS
@ 24" O.C.
5/8" CDX/OSB
15 LB FELT
COMP. SHINGLES WIND RESIST PER CODE
CONT RIDGE VENTS
6 X 10 DF #2
RIDGE BEAM
4" MIN SLAB
W/ 6"X6" #10 WWM
OR #4 BARS 24" O.C./E.W.
WOOD SHALL BE 6" MINIMUM
ABOVE FINISH GRADE.
VAPOR BARRIER PAINT
½" GWB
2 X 6 HF2 STUDS 16" O.C.
15/32" OSB/CDX
AIR BARRIER
HARDIE SIDING
2" RIGID FOAM INSULATION R10 MIN
15" W X 7" H CONC. FTG W/ (2) #4'S CONT.
BLACK VAPOR BARRIER - 6 MIL MIN
6" W FNDN WALL W/ #4'S PER CODE/SCHEDULE
½" X 10" MIN A. BOLTS 48" O.C. UNLESS NOTED
2 X 6 P.T. MUDSILL DOUBLE PLATES W/ MIN 48" LAP SPLICE
4" PERFORATED FOUNDATION DRAIN
TYPICAL WALL SECTION
NOT TO SCALE 2 OF 2
1/4" = 1'
SHEET:
SCALE:
APPROVED
PLANS TO BE
AVAILABLE ON
SITE
ADDRESS I.D. TO
BE VISIBLE
FROM STREET
DATE:
2/5/2021
L I L Y H I C K E N B O T T O M
2 0 6 .7 9 5 .8 0 8 2
L I L Y @ C A S C A D I A H O M E D E S I G N .C O M
S T U D I O A D D I T I O N
1 9 2 S Q F T H E A T E D
D U N I H O -G R A V E S R E S I D E N C E
E L E V A T I O N S , R O O F P L A N
F O U N D A T I O N P L A N & T W S