HomeMy WebLinkAboutLOT LAYOUT PLAN - 21-00044 - E 9th N - New SFRN
40' Setback Line
E 9th N
10' Setback Line
POSSIBLE
FUTURE SHOP
RV PKG
POSSIBLE
POWER TAP
WELL
PLACEMENT
394'-6 15/16"
189'-5 3/8"
393'-8 3/16"
191'-2 7/8"
ACTIVE DRAIN
FIELD
REPLACEMENT
DRAIN FIELD
SEPTIC
TANK
100'
10' Setback Line
10' Setback Line
A1.2
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NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
1/15/2021
Tahari Lane Interiors
343 E 4th N #238
208-201-6629
A New Home For
Shar & Shawn Randall
SITE PLAN
SITE PLAN
SCALE: N.T.S.
Bottom of Footing
-4'-6 1/4"
Top of Subfloor - Foundation
-1'-0 3/4"
3'-5 1/2"
Top of Subfloor - 1st Floor
0'
1'-0 3/4"
Top of Plate
9'-1 1/4"
9'-1 1/4"
Top of Subfloor - 2nd Floor
10'-1 3/4"
1'-0 1/2"
Top of Plate
18'-3"
8'-1 1/4"
Highest Ridge
26'-8"
8'-5"
HOUSE
NUMBER ON
FRONT PILLAR
Bottom of Footing
-4.5'
Top of Subfloor - Foundation
-1.1'
41 1/2"
Top of Subfloor - 1st Floor
0'
12 5/8"
Top of Plate
9.1'
109 1/8"
Top of Subfloor - 2nd Floor
10.1'
12 5/8"
Top of Plate
18.2'
97 1/8"
Highest Ridge
26.7'
101 1/8"
A2.0
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SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
1/15/2021
Tahari Lane Interiors
343 E 4th N #238
208-201-6629
A New Home For
Shar & Shawn Randall
EXTERIOR ELEVATIONS
FRONT ELEVATION
3/16"=1'
RIGHT ELEVATION
3/16"=1'
LEFT ELEVATION
3/16"=1'
BACK ELEVATION
3/16"=1'
WH
HB HB
HB
HB
SP
SP SP
SP
SP
SP
SP
SP
SP
SP
SP SP
UP
GFCI
LED
LED
LED
LED
LED
R4 R4
4 3
3
3
4
4
R4
R4 R4
WP
SOFFIT OUTLET
DIGITAL TIMER
R4 R4
KEYPAD
Duplex, Ceiling Mounted
Duplex, Ceiling Mounted
Duplex, Ceiling Mounted
L
L
L
GARAGE DOOR
OPENER
REF
REF
GFCI
GFCI
GFCI
GFCIGFCI
GFCI GFCI GFCI
Electric Meter Socket
R4
R4
R4
54" AFF
R4 R4
R4R4
3
3
3
FAN
R4 R4 R4
3
GFCI
R4
R4R4
R4 R4R4R4
R4
R4
Exhaust (wall mounted)
@12" AFF
T
T
GFCI
GFCI
L
Fireplace
Thermostat
4
4
R4
R4
3
R4R4R4R4
R4
R4
R4
R4
R4
R4 R4 R4
R4 R4
R4
R4 R4
R4
GFCI
GFCI
GFCI GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
DW GD
M
CT
R
O
Exhaust
T
GFCI
H
3
3
4
3
3
3
3
R4
R4 R4
3
GFCI
GFCI
GFCI
GFCIGFCI
GFCI
220V
GFCI WP
SOFFIT OUTLET
GFCI WP
SOFFIT OUTLET
GFCI WP
SOFFIT OUTLET
GFCI WP
GFCI WP
GFCI WP
SOFFIT OUTLET
GFCI WP
GFCI WP
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
3
R4
R4
R4
R4
GFCI WP GFCI WP
GFCI WP GFCI WP
3 3
R4
R4
R4
R4
R4
R4
R4
R4
R4
R4
R4
R4
GFCI WP
GFCI
GFCI
Exhaust (wall mounted)@12" AFF
T
GFCI
Exhaust
T
GFCI
3
3
220V
SD
SD
WP
HEAT TAPE
CIRCUIT
WPHEAT TAPE
CIRCUIT
WPHEAT TAPE
CIRCUIT
WP
HEAT TAPE
CIRCUIT IN SOFFIT
EP
Electrical Panel
C
Cable Jack
C6CAT6
C6CAT6
C
Cable Jack
C6
CAT6
C
Cable Jack
C6CAT6
EP
Electrical Panel
GFCI WP
4
Duplex
Duplex
24"24"30"30"
42 7/8"42 7/8"46"
18"
16"48"
48"24 1/2"
34"
48"
48"
48"
48"
36"
36"
24"
60"
60"
39 3/4"39 3/4"39 3/4"39 3/4"
39 3/4"
39 3/4"
44"44"
34"
44"
44"
40 7/16"
LAUNDRY
STUDY
MASTER BEDROOM
CLOSET
MASTER BATH
STORAGE
PANTRY
BATH
MECHANICAL
COVERED PATIO
PORCH
DINING
TO SECOND FLOOR
WALL MOUNT FIXTURE
ABOVE DOOR
3
WALL SCONCE
UNDER STAIRS
IN-WALL COMMUNICATION
WIRING BOX
JUNCTION BOX FOR SHELF LIGHTING
JUNCTION BOX FOR SHELF LIGHTING
NO J-BOX IN BRACED WALL PANEL FACE
NO J-BOX IN BRACED WALL PANEL
A4.1
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
1/15/2021
Tahari Lane Interiors
343 E 4th N #238
208-201-6629
A New Home For
Shar & Shawn Randall
MAIN FLOOR ELECTRICAL
MAIN FLOOR ELECTRICAL
1/4"=1'
27'15'-9"14'-8"13'
74'-7"
4'-2"
17'-2"14'19'-8"12'11'-9"
74'-7"
11'-6"
31'
42'-6"
4'-8"
8'
14'-6"
2'-3 1/2"
9'-5"
1'-7"
9'-5"
1'-7"
4'-5"
3'-2"
1'-10"
2'-3 1/2"
14'-6"
36'
50'-6"
1'-6"
2'-2"
2'-6"
31'-8"
4'-8"
8'-8"
2'-2"
6'-8"
2'-6"
12'-6"
7'-6"
16'
8'-3"1'-6"6'-5"
2'-11"
2'-3"
4'6'-3"
8'
12'-9"
20'-8"10'-8"
CS-PF: CONTINUOUSLY SHEATHED
PORTAL FRAME
Min. (2) 1/2" DIAMETER ANCHOR BOLTS
INSTALLED PER R403.1.6 (IRC2012) WITH
2"X"X3/16 PLATE WASHER. TYPICAL ON
EACH SIDE OF GARAGE DOOR
OPENINGS.
8" FOUNDATION WALL
2X4 PONY
WALL OVER
16" FOOTER
CS-PF: CONTINUOUSLY SHEATHED
PORTAL FRAME
Min. (2) 1/2" DIAMETER ANCHOR BOLTS
INSTALLED PER R403.1.6 (IRC2012) WITH
2"X2"X3/16 PLATE WASHER. TYPICAL ON
EACH SIDE OF DOOR OPENING.
(2)1800LB EMBEDED HOLD DOWN STRAPS
48" SPACING OUTSIDE EDGE TO OUTSIDE EDGE
1800LB EMBEDED HOLD
DOWN STRAP
1800LB EMBEDED
HOLD DOWN STRAP
1800LB EMBEDED
HOLD DOWN STRAP
POST ANCHOR EMBEDED IN PIER POST ANCHOR EMBEDED IN PIER
POST ANCHOR EMBEDED IN PIER
NOTE: SET TOP OF FOUNDATION ABOVE 9TH NORTH ROAD ELEVATION TO ACCOUNT FOR FLOOD ZONE
EMBED POWER, PHONE, AND CABLE CONDUITS IN FOUNDATION WALL
WITH LONG TURN ELBOW BELOW FOOTING
S0-0
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NUMBER
DATE
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SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
1/15/2021
Tahari Lane Interiors
343 E 4th N #238
208-201-6629
A New Home For
Shar & Shawn Randall
FOUNDATION PLAN
FOUNDATION PLAN
SCALE: 1/4"=1'-0"
2 1/2 x 11 7/8 I-Joist 16" OC
30" x 30"
CRAWLSPACE
ENTRANCE
S1-0
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
1/15/2021
Tahari Lane Interiors
343 E 4th N #238
208-201-6629
A New Home For
Shar & Shawn Randall
MAIN FLOOR FRAMING
PLAN
MAIN FLOOR FRAMING PLAN
SCALE: 1/4"=1'0"
2 1/2 x 11 7/8 I-Joist 16" OC 2 1/2 x 11 7/8 I-Joist 16" OC
LVL ON EACH SIDE
OF SKYBRIDGE
GLUE LAM BEAM
LVL BEAM
EXTRA JOISTS TO
ALLOW FOR
RECESSED CAN LIGHTS
S1-0
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
1/15/2021
Tahari Lane Interiors
343 E 4th N #238
208-201-6629
A New Home For
Shar & Shawn Randall
UPPER FLOOR
FRAMING PLAN
UPPER FLOOR FRAMING PLAN
SCALE: 1/4"=1'0"
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
4 : 12
S3-0
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
1/15/2021
Tahari Lane Interiors
343 E 4th N #238
208-201-6629
A New Home For
Shar & Shawn Randall
ROOF FRAMING PLAN
ROOF FRAMING PLAN
1/4"=1'
Laundry
Study
Master Bedroom
Closet
Master Bath
Storage
Pantry
Bath
Mechanical
Covered Patio
Porch
Dining
Building 2
BWL 1
BWL 2
PORTAL FRAME
(CS-PF METHOD)
Extent of header with triple portal frames
(Three braced wall panels)
2'-18" finished width of opening
for single or double portal
Fasten sheathing to header with 8d
common or galvanized box nails in 3"
grid pattern as shown
Header to jack-stud strap per Table
R602.10.6.4 on both sides of opening
opposite side of sheathing
Tension strap per Table
R602.10.6.4 (on opposite
side of sheathing)
If needed, panel
splice edges shall
occur over and be
nailed to common
blocking within 24" of
the wall mid-height.
One row of 3" o.c.
nailing is required in
each panel edge
Fasten top plate to
header with two
rows of 16d sinker
nails at 3" o.c. typ.
Typical portal frame
construction
Min. double 2x4 post
(king and jack stud).
Number of jack studs
per Tables R502.5(1)
& (2)
Braced wall line continuously
sheathed with wood structural
panels in accordance with
IRC Section R602.10.4.2
Anchor bolts per Section R403.1.6
Min. (2) 1/2" diameter anchor bolts
installed per Section R403.1.6 -
with 2" x 2" x 3/16" plate washer
Pony wall
height
12' Max total wall height
10' Max height
Min. double 2x4 framing covered with
min. 7/16" thick wood structural panel
sheathing with 8d common or
galvanized box nails at 3" o.c. in framing
(studs, blocking and sills) as shown, typ.
Min. length of panel per Table R602.10.5
Min. 3" x 11-1/4" net header
Steel header prohibited
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Min. 7/16" wood
structural panel
sheathing
SECTION
FRONT ELEVATION
PORTAL FRAME
(CS-PF METHOD)
BWL A
BWL 4
BWL B BWL C BWL D BWL E
BWL 1
BWL 3
BWL A BWL C BWL D BWL E
PORTAL FRAME
(CS-PF METHOD)
PORTAL FRAME
(CS-PF METHOD)
MIN. 24" RETURN
PANEL
1800LB EMBEDDED
HOLD DOWN DEVICE (R602.10.7)
1800LB EMBEDED HOLD DOWN
DEVICE (R602.10.7)
1800LB EMBEDED HOLD DOWN
DEVICE (R602.10.7)
= 48" BRACED WALL PANEL
= CS-PS PORTAL FRAME PANEL
PANEL KEY
35FT/900 SQFT
EXCEPTION
(R602.10.1.3)
S4-0
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
1/15/2021
Tahari Lane Interiors
343 E 4th N #238
208-201-6629
A New Home For
Shar & Shawn Randall
MAIN FLOOR BRACED
WALL PLAN
MAIN FLOOR BRACED WALL PLAN
SCALE= 1/4"=1'0"
Bedroom 1
Closet
Bath
Bedroom 3
Bedroom 2
Bedroom 4
PORTAL FRAME
(CS-PF METHOD)
BWL 1
BWL 2
BWL A BWL C BWL D
BWL 1
BWL 4
BWL C BWL D
Extent of header with double portal frames
(two braced wall panels)
Extent of header with single portal frame
(one braced wall panel)
2'-18" finished width of opening
for single or double portal
Fasten sheathing to header with 8d
common or galvanized box nails in 3"
grid pattern as shown
Header to jack-stud strap per Table
R602.10.6.4 on both sides of opening
opposite side of sheathing
Tension strap per Table
R602.10.6.4 (on opposite
side of sheathing)
If needed, panel
splice edges shall
occur over and be
nailed to common
blocking within 24" of
the wall mid-height.
One row of 3" o.c.
nailing is required in
each panel edge
Fasten top plate to
header with two
rows of 16d sinker
nails at 3" o.c. typ.
Typical portal frame
construction
Min. double 2x4 post
(king and jack stud).
Number of jack studs
per Tables R502.5(1)
& (2)
Braced wall line continuously
sheathed with wood structural
panels in accordance with
IRC Section R602.10.4.2
Pony wall
height
12' Max total wall height
10' Max height
Min. double 2x4 framing covered with
min. 7/16" thick wood structural panel
sheathing with 8d common or
galvanized box nails at 3" o.c. in framing
(studs, blocking and sills) as shown, typ.
Min. length of panel per Table R602.10.5
Min. 3" x 11-1/4" net header
Steel header prohibited
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION
(When portal sheathing does not lap over band or rim joist)
OVER RAISED WOOD FLOOR - OVERLAP OPTION
(When portal sheathing laps over band or rim joist)
Wood structural panel sheathing over approved band or rim joist
Wood structural
panel sheathing
to top of band
or rim joist
Wood structural
panel sheathing
continuous over
band or rim joist
Nail sole plate
to joist per
Table R602.3(1)
Nail sole plate
to joist per
Table R602.3(1)
Approved band or rim joist
(2) Framing anchors
applied across
sheathing joint with
a capacity of 670 lbs
in the horizontal and
vertical directtions
Attach sheathing to
band or rim joist
with 8d common
nails at 3" o.c. top
and bottom
Nail sole plate to joist per Table R602.3(1)
Nail sole plate to joist per Table R602.3(1)
Wood structural panel sheathing over approved band or rim joist
Approved band or rim joist
Min.
overlap
9-1/4"
Min. 7/16" wood
structural panel
sheathing
SECTION
FRONT ELEVATION
= 48" BRACED WALL PANEL
= CS-PS PORTAL FRAME PANEL
PANEL KEY
BWL 3
BWL B
S5-0
REVISION TABLE
NUMBER
DATE
REVISED BY
DESCRIPTION
SHEET:
SCALE:
DRAWINGS PROVIDED BY:
DATE:
1/15/2021
Tahari Lane Interiors
343 E 4th N #238
208-201-6629
A New Home For
Shar & Shawn Randall
UPPER FLOOR
BRACED WALL PLAN
UPPER FLOOR BRACED WALL PLAN
SCALE=1/4"=1'0"