HomeMy WebLinkAboutPLANS - 20-00659 - 991 Pine Brook Ln - New SFRElevations
Scale: 1/4" & 1/8" =1'-0" on 36" x 24" Paper
Scale: 1/8" & 1/16"=1'-0" on 17" x 11" Paper
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PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Bonus Room
A5-Cross Section
A6-Plot Plan
Sundance Drafting and Design tries to
provide the most accurate information for
your house design as possible, if design
information is not provided correctly
Sundance is not liable.
Many factors occur in construction during
the building process that change the
continuity of this drawing. Due to these
factors if the plan is not followed or changes
occur after the final print has been given,
Sundance Drafting and Design is not liable
for those items.
Read through all pages provided.
Review all the notations and labels on each
page. Engineering supersedes all drafting
notations. Labeling by County or City
Inspectors have to be followed.
Footing, Foundation, Rebar, and Shear walls
are specified and have to be followed.
Floor Layouts and Truss Details are separate
from these pages but need to be kept
together and followed.
If any problems with the plans, please notify
Sundance Drafting and Design.
The undersigned has looked through these
pages and agrees that all discussed
between Client/Contractor and Sundance
Drafting and Design is noted and correct
Please Initial Here
These Plans follow the 2015 IRC Codes
Permitting and Inspections Section
106,107,108, & 109
1. For a permit you will need 2 sets of the
following: House plans, Floor Layout, Truss
Details, Rescheck, Heat Loss Analysis, and
Engineer Stamp (if needed).
2. Review entire set of plans including the
above described with owner/contractor.
3. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
Sundance Drafting and Design is not liable for
construction mistakes.
4. This drawing is not to be duplicated without
written or verbal consent by Tiffany Stoddart.
GENERAL NOTES:
1/4"=1'-0" UNO
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Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit SetBid Set
TOTAL SQ. FTG.= 4556
MAIN FLOOR=1889/1785 INTERIOR
SECOND FLOOR=770/710 INTERIOR
BASEMENT=1897/1675 INTERIOR
GARAGE=1074
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Front Elevation
Back Elevation
Right ElevationLeft Elevation
6:12 Pitch Main, Front and Sides
9' Main Walls
9' Second Floor Walls
9' Basement Foundation Walls
Garage to Match Main TYP
Shake Siding
6
12
4:12 Pitch
8:12 Metal Roof
6
12
8
12
Faux Stone
Board and Batten
9'
9'
9'
6
12
12
6
12
8
6
12
Board and Batten
Board and Batten Board and Batten
Faux StoneFaux Stone
08-11-2020
8'
8"
5'
8"
3'
See above
Foundation Plan
Scale: 1/4"=1'-0" 36"x24" Size Paper
Scale: 1/8"=1'-0" 17"x11" Size Paper
Ventilation R408.1
The under-floor space between the bottom of the floor joists and the
earth under any building (except space occupied by a basement)
shall have ventilation openings through foundation walls or exterior
walls. The minimum net area of ventilation opening shall not be less
than 1 s/f for each 150 s/f of under floor space area, unless the
ground surface is covered by a Class 1 vapor retarder material.
If the vapor retarder is used the min. net area of ventilation openings
shall not be less than 1 s/f for each 1500 s/f.
One such vent shall be within 3' of each corner of building.
Header Notes:
Headers 4' or less use 1 Ply 9.50 or 2 Ply 2x10 Dim. Lumber
Headers 6' or less use 2 Ply 9.50
Headers 8' or less use 3 Ply 9.50 or 2 Ply 11.88 ML
Headers 10' or less use 3 Ply 11.88 or 2 Ply 14.00 ML
Headers 10' or more refer to TJXpert Layout
GFoundation Wall System:
2x6 Treated Sill Plate
over Foam Sill Sealer
with 12" Anchor Bolts @ 72" O.C. 10" Long, 7" Embedded
Max. 12" from all Corners or Splices
Concrete Wall Greater than 9' need to have an Architects or Engineer
Seal 8' & under (1) Horiz. Bar in top 12" and one at mid-height
8'-1" to 9' (1) Horiz. Bar in top 12" & one bar at each third point
Min. (2) Anchor Bolts per Sill Plate w/ nut & ROUND plate Washer
2 1/2 Ø x14" Min. For each Bolt
over Concrete Foundation wall Consistent w/ 2015 IRC R401-403
With Asphalt Emulsion on Exterior Side
over Continuous Concrete Footings
Consistent w/ 2015 IRC Section R106.1
over Undisturbed Soil
Window Well System:
2015 IRC Code
Min. egress window opening will be 5.7 sq. ft 7 Sill height
no higher than 44" above FFL
Window wells provide a net clear of 9 sq. ft. w/min horiz.
projection & width of 36"
Exception:
Window Wells w/depth greater than 44" will have a
permanently affixed ladder or steps.
Ladder or Steps 12"-width Inside, 3"-from walls,
Spaced no more than 18" O.C.
One egress ladder shall be provided within a window well of an
unfinished basement
J
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PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Bonus Room
A5-Cross Section
A6-Plot Plan
Sundance Drafting and Design tries to
provide the most accurate information for
your house design as possible, if design
information is not provided correctly
Sundance is not liable.
Many factors occur in construction during
the building process that change the
continuity of this drawing. Due to these
factors if the plan is not followed or changes
occur after the final print has been given,
Sundance Drafting and Design is not liable
for those items.
Read through all pages provided.
Review all the notations and labels on each
page. Engineering supersedes all drafting
notations. Labeling by County or City
Inspectors have to be followed.
Footing, Foundation, Rebar, and Shear walls
are specified and have to be followed.
Floor Layouts and Truss Details are separate
from these pages but need to be kept
together and followed.
If any problems with the plans, please notify
Sundance Drafting and Design.
The undersigned has looked through these
pages and agrees that all discussed
between Client/Contractor and Sundance
Drafting and Design is noted and correct
Please Initial Here
These Plans follow the 2015 IRC Codes
Permitting and Inspections Section
106,107,108, & 109
1. For a permit you will need 2 sets of the
following: House plans, Floor Layout, Truss
Details, Rescheck, Heat Loss Analysis, and
Engineer Stamp (if needed).
2. Review entire set of plans including the
above described with owner/contractor.
3. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
Sundance Drafting and Design is not liable for
construction mistakes.
4. This drawing is not to be duplicated without
written or verbal consent by Tiffany Stoddart.
GENERAL NOTES:
1/4"=1'-0" UNO
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Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit SetBid Set
Smoke Alarms
2015 IRC Code Section 106. R314
All smoke alarms shall be listed in accordance with UL 217 &
installed in accordance with NFPA 72
-One in each sleeping area
-Outside of each separate sleeping area in the immediate
vicinity of the bedrooms
-On each additional story including un-finish & finished
basements and habitable attics but not including crawl spaces
and uninhabitable attics.
In dwellings or dwelling units with splits levels and without an
intervening door between the adjacent levels a smoke alarm
installed on the upper level shall suffice for the adjacent lower
level provided that the lower level is less than one full story
below the upper level.
-Alarm devices shall be interconnected with battery backup
that the actuation of one alarm will activate all of the alarms
S
Carbon Monoxide Alarms
2015 IRC Section 106 & R315.1
New Construction an approved carbon monoxide alarm installed
outside of each sleeping area in the immediate vicinity of bedroom
and dwelling units.
They shall be listed as complying with UL 2034 and installed
accordingly
CM
TOTAL SQ. FTG.= 4556
MAIN FLOOR=1889/1785 INTERIOR
SECOND FLOOR=770/710 INTERIOR
BASEMENT=1897/1675 INTERIOR
GARAGE=1074
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Window Callouts:
Width then Height (ex. 3050 is 3'0" wide by 5'0" Tall) Door same
SH-is Single Hung DH is Double Hung
SV is Side Vent Fix is Fixed or Picture
T or Temp is Tempered Safety Glass
Tra is Transom
07-27-2020
Lin
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WH
4040 SV
40
4
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S
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30
6
8
30
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8
3068
2
4
6
8
2668
2668
2-
2
4
6
8
B
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Up
Bedroom 5
12'-1" x 10'-4"
10 CFM Fresh Air
Smoke Detector
Bath
50 CFM
Family
Room
17'-6" x 16'-3"
10 CFM Fresh Air
Cut 3' for Passage
Opening with
Req. Blocking
Cut 18' for Garage
Door opening
with Req. Blocking
Bedroom 6
12'-1" x 10'-6"
10 CFM Fresh Air
Smoke Detector
Game Area
12'-10" x 17'-1"
10 CFM Fresh Air
Toy
Storage
Cold Storage
FurnWH
Storage
3068
7'-2"
26
6
8
Floor Direction
Play Area
under
stairs
3'
7'-
5
"
3'
8"
8"
8"
3'4'-6"6'
8'14'-6"
11'-6"
71'
15'33'-6"
16
'
-
8
"
15'-9"17'-9"
11
'
-
4
"
6'-
2
"
3'-
1
0
"
30
'
-
2
"
28
'
-
1
0
"
8'
11
'
-
2
"
22
'
2'
3'-8"
10
'
-
1
0
"
62
'
-
2
"
3'-10"12'-4"
11'-10"
2'-4"
6'
17'-10"
10'-2"10'-4"9'
10
'
-
2
"
9'-
2
"
7'-
1
0
"
3'-
8
"
18
'
2'
10
'
-
4
"
7'-
8
"
3'-
4
"
2x6 Walls
8'
6'
7'7'-4"
11'-4"
23'-4"
6'
12
'
-
1
0
"
52'-10"
6'-
3
"
22'-9"
17
'
-
6
"
3'-11"
3'-
1
0
"
2'
7'-
5
"
3'-
1
0
"
5'
7'-
4
"
3'-
8
"
11
'
-
1
1
"
6'-7"
7"
6"
Cut 10' for Garage
Door opening
with Req. Blocking
10
'
-
4
"
14
'
-
8
"
5'-
2
"
22'-6"
25
'
8"8'-6"
14'-4"TRIPLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR
9' Basement F. Walls
CoF
CoFCenter of
Footing
Center of
Footing
CoF
Ce
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Fo
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Co
F
Co
F
9'-1"
7'-
1
0
"
4040 SV
4'-6"
2
6
6
8
24
6
8
24
6
8
2
4
6
8
Beam
Ce
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F
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6'
Flo
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Flo
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Flo
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Flo
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Flo
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Fl
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Mech./
Storage
3' Clearance in front
of Furnace
Seismic Straps
around WH
Be
a
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9' Main Walls
9' Second Floor Walls
9' Basement Foundation Walls
Garage to Match Main TYP
7 8 9 10 11 12 13 14 15 166
2668
2668
26
6
0
Media Closet
8'-5"
Furnace:
Location of furnace and water heater 2015 IRC, Section R106,
and M1305
Elevate all sources of ignition in the garage a min. of 18" above the floor
2015 IRC, Sections R106, and M1307.3
Provide a protection post in the garage to prevent vehicle damage to
furnace and water heater. 2015 IRC, Section R106, M1307.3.1
50 CFM
Exhaust and Ventilation:
Whole House Fan 80 CFM Kitchen Fan 100 CFM
Bathrooms 50 CFM Bedrooms 10 CFM fresh air
Laundry 50 CFM Living Areas 10 CFM fresh air
Contractor to indicate location of fans if not indicated on plans already.
J
J
4" Conc. Pour Over
Undisturbed Soil
T-Wall
29'-6"
2"
P
o
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Ca
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08-11-2020
5'
11
'
-
1
1
"
See Detail on A5
2" Rock
Ledge
Duct Chase
13'-2"
52
'
2"
R
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L
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CoF
2'-5"
13'-2"
2'-
4
"
2'-5"
2" Rock
Ledge
6'-
4
"
2'-6"
2" Rock
Ledge
6'-
8
"
2"
R
o
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Le
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MicroLam Beam
2"
R
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L
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2" Rock Ledge
2" Rock
Ledge
7'-
1
0
"
Cut 3' for Passage
Opening with
Req. Blocking
2 Ply 11 3/4"
6'
2" Rock
Ledge
7'-
1
0
"
2"
R
o
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Le
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3'-
6
"
3'-
1
0
"
S
CM
8"
Theater
21'-7" x 13'-5"
10 CFM Fresh Air
6'6'9'-7"
Main Floor
Scale: 1/4"=1'-0" 36"x24" Size Paper
Scale: 1/8"=1'-0" 17"x11" Size Paper
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PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Bonus Room
A5-Cross Section
A6-Plot Plan
Sundance Drafting and Design tries to
provide the most accurate information for
your house design as possible, if design
information is not provided correctly
Sundance is not liable.
Many factors occur in construction during
the building process that change the
continuity of this drawing. Due to these
factors if the plan is not followed or changes
occur after the final print has been given,
Sundance Drafting and Design is not liable
for those items.
Read through all pages provided.
Review all the notations and labels on each
page. Engineering supersedes all drafting
notations. Labeling by County or City
Inspectors have to be followed.
Footing, Foundation, Rebar, and Shear walls
are specified and have to be followed.
Floor Layouts and Truss Details are separate
from these pages but need to be kept
together and followed.
If any problems with the plans, please notify
Sundance Drafting and Design.
The undersigned has looked through these
pages and agrees that all discussed
between Client/Contractor and Sundance
Drafting and Design is noted and correct
Please Initial Here
These Plans follow the 2015 IRC Codes
Permitting and Inspections Section
106,107,108, & 109
1. For a permit you will need 2 sets of the
following: House plans, Floor Layout, Truss
Details, Rescheck, Heat Loss Analysis, and
Engineer Stamp (if needed).
2. Review entire set of plans including the
above described with owner/contractor.
3. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
Sundance Drafting and Design is not liable for
construction mistakes.
4. This drawing is not to be duplicated without
written or verbal consent by Tiffany Stoddart.
GENERAL NOTES:
1/4"=1'-0" UNO
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Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit SetBid Set
TOTAL SQ. FTG.= 4556
MAIN FLOOR=1889/1785 INTERIOR
SECOND FLOOR=770/710 INTERIOR
BASEMENT=1897/1675 INTERIOR
GARAGE=1074
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Dn
DW
30
'
24
'
54
'
18
'
WIC2'10'
29'-8"
12'
22'-6"
25
'
8'
14'-6"8'15'
18'15'-6"
8'
16
'
-
2
"
6'-
4
"
6'-
2
"
11
'
-
4
"
12
'
71'
60
'
7'-8"
306
8
4050 SV
50
5
0
F
T 4
0
4
0
S
V
2-3050 SH
3'-2"
6'
6'-
8
"
4'
6"
17
'
-
6
"
28
6
8
18
'
x
8
'
O
H
G
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10' x 8' OH Garage Door
14'-10"
6'6'
6'6'
8'
62
'
3'-2"5'5'4'-10"7'-6"8'
4'
4'
4'
4'
6'
Step
Step
5040 SV
3060 SH
8010 Tra
5010 Tra
6010 Tra 4010 Tra
3050 SH5050 F
6'-4"
2'2'
7'-4"2'
6060 F
33'-6"
Pantry
6'-
4
"
8'-
6
"
30
5
0
S
H
30
6
8
40
6
8
B
a
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n
3'
10
'
-
8
"
2'-
6
"
30
6
8
3'-
4
"
3'
3-2650 SH
12
'
12
'
3060 SH
28
'
-
8
"
11'5'-10"
3050 SH
4'
6'2'-10"
11'-4"
10
'
-
2
"
6'
2'
9'
2'
2'
18
'
2'
Line of Second Floor
3'-2"4'-4"4'-4"3'-2"2'-9"8'-3"11'-6"
30
5
0
S
H
3050 SH
3050 SH
6'12'
18'
2'
2'
3'-
4
"
5'-6"5'-6"
22'-10"
2'-6"
14'-6"
40
8
0
8'
10
'
13
'
2'-2"12'-8"
4'2'2'-2"3'-4"6'-6"
2'
12
'
6'-6"7'-8"7'-8"4'10'-10"
10
'
-
6
"
1'-
1
0
"
8'-6"2'4'5'-6"2'-6"
6'
3'-
1
0
1
/
2
"
2'-6"2'-10"6'-2"
5'-8"
1'-
4
"
6'-
6
"
3'-
4
"
6'
3'-
4
"
2'-
8
"
3'-
1
0
"
10
'
-
6
"
Up
2'-8"8'-2"
2468
2468
LN
2
6
6
8
2468
Bench w/ Cabinets Above
Dining
14'-0" x 11'-2"
10 CFM Fresh Air
9' Flat Ceiling
Great Room
18'-0" x 16'-10"
10 CFM Fresh Air
2 Story Ceiling
Entry
2 Story
Ceiling
266
8
16
6
8
2x
6
W
a
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l
2x
6
W
a
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Sh
e
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8050 F
Kitchen
14'-0" x 11'-10"
100 CFM
9' Flat Ceiling
Mud Room/
Laundry
50 CFM 80 WHF
Bath
50 CFM
Office
11'-2" x 9'-8"
10 CFM Fresh Air
9' Flat Ceiling
Master
Bedroom/1
15'-0" x 15'-8"
10 CFM Fresh Air
9' Walls w/ 12" Box Tray
Smoke Detector
Master
Bath
50 CFM
3 Car
Garage
1074 SF
5'
Wire for
Generator
Hook Up
9' Main Walls
9' Second Floor Walls
9' Basement Foundation Walls
Garage to Match Main TYP
11" Min.
Covered
Porch
9' Cap
Raised Patio
11" Min.
1
2
3
4
5
6
7 8 9
123456
30
6
8
Sh
e
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v
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s
Gas Outlet
for BBQ
2468 11'-10"3'-8"
Ca
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s
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I
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d
Shelves
8' HH 8' HH 8' HH
2668 Barn
Line of Second
2'-
1
0
"
Tech Room
7'-8" x 9'-8"
50 CFM
37'-4"
Header Notes:
Headers 4' or less use 1 Ply 9.50 or 2 Ply 2x10 Dim. Lumber
Headers 6' or less use 2 Ply 9.50
Headers 8' or less use 3 Ply 9.50 or 2 Ply 11.88 ML
Headers 10' or less use 3 Ply 11.88 or 2 Ply 14.00 ML
Headers 10' or more refer to TJXpert Layout
3' Hallway Clearance
2015 IRC, Section R106 and R311.6
Saftey Glazing 2015 IRC, Sections R106 and R308.4.5
Smoke Alarms
2015 IRC Code Section 106. R314
All smoke alarms shall be listed in accordance with UL 217 &
installed in
accordance with NFPA 72
-One in each sleeping area
-Outside of each separate sleeping area in the immediate
vicinity of the bedrooms
-On each additional story including un-finish & finished
basements and habitable attics but not including crawl spaces
and uninhabitable attics.
In dwellings or dwelling units with splits levels and without an
intervening door between the adjacent levels a smoke alarm
installed on the upper level shall suffice for the adjacent lower
level provided that the lower level is less than one full story
below the upper level.
-Alarm devices shall be interconnected with battery backup
that the actuation of one alarm will activate all of the alarms
S
Carbon Monoxide Alarms
2015 IRC Section 106 & R315.1
New Construction an approved carbon monoxide alarm installed
outside of each sleeping area in the immediate vicinity of bedroom
and dwelling units.
They shall be listed as complying with UL 2034 and installed
accordingly
CM
Exhaust and Ventilation:
Whole House Fan 80 CFM
Kitchen Fan 100 CFM
Laundry 50 CFM
Bathrooms 50 CFM
Bedrooms 10 CFM fresh air
Living Areas 10 CFM fresh air
Contractor to indicate location of fans if not indicated on plans already.
Window Callouts:
Width x Height (ex. 3050 is 3'0" wide by 5'0" Tall) Door same
SH-is Single Hung DH is Double Hung
SV is Side Vent F is Fixed or Picture
T or Temp is Tempered Safety Glass
Tra is Transom OBS Obscured
F
l
o
o
r
08-11-2020
Garage Portals:
Alternate Braced Wall Panel Garage Portal Design CS-PF
See Figure R602.10.6.4 on Sheet A4
CS-PF CS-PF CS-PF
CS
-
P
F
CS
-
P
F
7
4'
5'-10"
6'-
8
"
SCM
4'-4"
2'-
4
"
Railing
2'
4'-
6
"
3'
5'-
4
"
9'-4"2'-8"
2'-
8
"
IB
W
P
5
(
4
'
)
E
a
.
S
i
d
e
IBWP 5 (4')
IBWP 5 (4') Ea. Side
2'-6"5'-2"Du
c
t
C
h
a
s
e
3'-
1
0
"
Flo
o
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J
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D
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t
i
o
n
Bearing Wall
Beam Sized
by others
(3 TYP) 2' X2' Rock base
W/ tapered column
Second Floor
Header Notes:
Headers 4' or less use 1 Ply 9.50 or 2 Ply 2x10 Dim. Lumber
Headers 6' or less use 2 Ply 9.50
Headers 8' or less use 3 Ply 9.50 or 2 Ply 11.88 ML
Headers 10' or less use 3 Ply 11.88 or 2 Ply 14.00 ML
Headers 10' or more refer to TJXpert Layout
Exhaust and Ventilation:
Whole House Fan 80 CFM Kitchen Fan 100 CFM
Laundry 50 CFM Bedrooms 10 CFM fresh air
Bathrooms 50 CFM Living Areas 10 CFM fresh air
Contractor to indicate location of fans if not indicated on plans already.
4'Nailing or Screws
7" O.C. Max
Horiz. & Vert.
Blocks at
Drywall Joints
for 7" O.C.
Screws of Nails
Drywall is shown cutaway
Overlapped Double Plate
2x6 Exterior wall
@16"O.C. with
7/16" Waferboard
Drywall & Waterboard
not Shown for clarity
2x4 Interior Wall
@16" O.C.
4'x8'
Shear Panel
on Both Sides
4'
8'x8'
Shear Panel
on Single Side
48
.
5
"
t
o
c
n
t
r
IBWP 3
Interior Braced Wall Panel IBWP
2015 IRC Section 602.10.1
BWP 3-Interior Braced Wall Method 3
(IRC R602.10)
2x4 Studs @ 16" O.C. w/7/16" OSB
Nailed 5" O.C. and 10" Field
IBWP 5-Interior Braced Wall Method 5
1/2" min. Gypsum board 48" length
applied to both sides OR 96" to one side
covering 3 studs spaced 16" or
2 studs spaced 24" apart, blocked
Screwed @7"/7" w/1" Drywall Screws
All Vert Joints occur over stud
All Hori. Joints blocked w/2x4 blocking
Braced Wall Panel BWP
3' Braced Walls at each strap with
7/16" OSB one side, blocked in all joints
Nailed @ 6"/12" w/ 8d or
Stapled @ 4"/8" w 16 ga.
All joints must occur over raming member
6" at edge
12" in field
4'
8d @ 12"
O.C. in field
8d Nails @ 6"
O.C. @ edge
Braced Wall Panel Detail
BWP
IBWP 5
All exterior wall are braced walls.
Second Floor
Scale: 1/4"=1'-0" 36"x24" Size Paper
Scale: 1/8"=1'-0" 17"x11" Size Paper
A4A4
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PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Bonus Room
A5-Cross Section
A6-Plot Plan
Sundance Drafting and Design tries to
provide the most accurate information for
your house design as possible, if design
information is not provided correctly
Sundance is not liable.
Many factors occur in construction during
the building process that change the
continuity of this drawing. Due to these
factors if the plan is not followed or changes
occur after the final print has been given,
Sundance Drafting and Design is not liable
for those items.
Read through all pages provided.
Review all the notations and labels on each
page. Engineering supersedes all drafting
notations. Labeling by County or City
Inspectors have to be followed.
Footing, Foundation, Rebar, and Shear walls
are specified and have to be followed.
Floor Layouts and Truss Details are separate
from these pages but need to be kept
together and followed.
If any problems with the plans, please notify
Sundance Drafting and Design.
The undersigned has looked through these
pages and agrees that all discussed
between Client/Contractor and Sundance
Drafting and Design is noted and correct
Please Initial Here
These Plans follow the 2015 IRC Codes
Permitting and Inspections Section
106,107,108, & 109
1. For a permit you will need 2 sets of the
following: House plans, Floor Layout, Truss
Details, Rescheck, Heat Loss Analysis, and
Engineer Stamp (if needed).
2. Review entire set of plans including the
above described with owner/contractor.
3. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
Sundance Drafting and Design is not liable for
construction mistakes.
4. This drawing is not to be duplicated without
written or verbal consent by Tiffany Stoddart.
GENERAL NOTES:
1/4"=1'-0" UNO
Co
p
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2
0
2
0
Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit SetBid Set
Smoke Alarms
2015 IRC Code Section 106. R314
All smoke alarms shall be listed in accordance with UL 217 &
installed in
accordance with NFPA 72
-One in each sleeping area
-Outside of each separate sleeping area in the immediate
vicinity of the bedrooms
-On each additional story including un-finish & finished
basements and habitable attics but not including crawl spaces
and uninhabitable attics.
In dwellings or dwelling units with splits levels and without an
intervening door between the adjacent levels a smoke alarm
installed on the upper level shall suffice for the adjacent lower
level provided that the lower level is less than one full story
below the upper level.
-Alarm devices shall be interconnected with battery backup
that the actuation of one alarm will activate all of the alarms
S
Carbon Monoxide Alarms
2015 IRC Section 106 & R315.1
New Construction an approved carbon monoxide alarm installed
outside of each sleeping area in the immediate vicinity of bedroom
and dwelling units.
They shall be listed as complying with UL 2034 and installed
accordingly
CM
TOTAL SQ. FTG.= 4556
MAIN FLOOR=1889/1785 INTERIOR
SECOND FLOOR=770/710 INTERIOR
BASEMENT=1897/1675 INTERIOR
GARAGE=1074
20
8
.
5
2
4
.
2
8
8
0
N EE
D
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P LA
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C
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Rev Rev
A6
of
Rev
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S
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17
x
1
1
07-27-2020
Window Callouts:
Width x Height (ex. 3050 is 3'0" wide by 5'0" Tall) Door same
SH-is Single Hung DH is Double Hung
SV is Side Vent F is Fixed or Picture
T or Temp is Tempered Safety Glass
Tra is Transom OBS Obscured
Dn
1' Cantilever over Garage
Bath
50 CFM
Bedroom 2
9'-2" x 10'-0"
10 CFM Fresh Air
9' Flat Ceiling
Smoke Detector
Bedroom 3
10'-4" x 10'-0"
10 CFM Fresh Air
9' Flat Ceiling
Smoke Detector
Bedroom 4
11'-4" x 10'-4"
10 CFM Fresh Air
9' Flat Ceiling
Smoke Detector
2x
6
W
a
l
l
Loft
17'-6" x 12'-0"
10 CFM Fresh Air
9' Flat Ceiling
11
'
-
1
0
"
41'
34
'
2
6
6
8
26
6
8
26
6
8
26
6
8
4040 SV4040 SV
8' HH2-4050 SH
4'7'-10"5'-8"
11'-2"11'-10"18'
6'6'5'-6"2'-4"
12'11'-4"11'-2"
41'
12
'
14
'
-
8
"
34
'
-
6
"
3'-
1
0
"
13
'
24
6
8
6"
3'-
6
"
10
'
-
1
0
"
6'-6"
3'-
4
"
1234567891011
12
13
14
15
16
3'-10"
2
4
6
8LN
2
4
6
8
246
8
Open to
Below
Open to
Below
4050 SH
2'-10"3'-8"
6'-6"
3'-6"
11'-10"3'-8"
7'-
2
"
4'-
6
"
3'-
1
0
"
5'
5'3'
3'
8'-
4
"
3'
2'
9'-6"
9' Main Walls
9' Second Floor Walls
9' Basement Foundation Walls
Garage to Match Main TYP
8' HH
8' HH
2020 F
30
4
0
C
a
s
e
1'-6" Cantilever over Garage
2'-6"2'-6"
2020 F 2020 F
3'
8'-
1
0
"
8' HH 8' HH
2nd Floor: 770 SF
10'-4"
2
4
6
8
2
4
6
8
2
4
6
8
246
8
2'-
8
"
7'
10
'
3050 F 6050 F 3050 F
3'2'-
3
"
2'-
5
1
/
2
"
3'
6'2'-
3
"
3'
3'-2"5'5'4'-10"
3'-1"3'-1"
3'-10" x 3'-10"
Cantilever over
Great Room
08-11-2020
50 CFM
7'-8"
2'-4"
SCM
26
'
-
6
"
8'
5'-6"
2010 F
6"
Cross Section
Floor System:
Interior Walls:
Exterior Walls:
Soffit System:
A
C
E
D
B
Alternate Reinforcing Bar Size and Spacing
Vertical Rebar Only
8" nominal wall thickness
72" Max rebar spacing
#4 @ 15" is equal to #5 @ 23" or #6 @ 32"
#4 @ 16" is equal to #5 @ 25" or #6 @ 32"
#4 @ 16" is equal to #5 @ 25" or #6 @ 36"
Load-Bearing Value of Soil (psf)
1500 2000 3000
Conventional Light-frame Construction
1-story
2-story
3-story
4" Brick Veneer over light frame
1-story
2-story
3-story
12
21
32
12
16
24
12
15
23
12
12
17
12
12
16
Table R403.1
Min. Width of Conc. or Masonry Footings (inches)
Smoke Alarms
2015 IRC Code Section R314
All smoke alarms shall be listed in accordance with UL 217 & installed in
accordance with NFPA 72
-One in each sleeping area
-Outside of each separate sleeping area in the immediate vicinity of the
bedrooms
-On each additional story including un-finish & finished basements and habitable
attics but not including crawl spaces and uninhabitable attics.
In dwellings or dwelling units with splits levels and without an intervening door
between the adjacent levels a smoke alarm installed on the upper level shall
suffice for the adjacent lower level provided that the lower level is less than one full
story below the upper level.
-Alarm devices shall be interconnected with battery backup that the acuation of
one alarm will activate all of the alarms
S Exhaust and Ventilation:
Whole House Fan 80 CFM
Kitchen Fan 100 CFM
Laundry 50 CFM
Bathrooms 50 CFM
Bedrooms 10 CFM fresh air
Living Areas 10 CFM fresh air
Contractor to indicate location of fans if
not indicated on plans already.
Carbon Monoxide Alarms
2015 IRC Section R315
New Construction an approved carbon monoxide alarm installed outside of
each sleeping area in the immediate vicinity of bedroom and dwelling units.
They shall be listed as complying with UL 2034 and installed accordingly
Fasteners for Preservative treated wood
2015 IRC Code Section R402.1.1
Fastner for Preservative treated wood shall be of hot dipped
zinc-coated galvanized steel, stainless steel, silicon bronze or
copper. Exceptions:
1. One-half inch (12.7mm) diameter or greater steel bolts.
2. Fasteners other than nail & timber rivets shall be permitted to
be of mechanical deposited zinc coated steel with coating weights
in accordance with ASTM B695 class 55 min.
Frost Protection 403.1.4.1
Except where otherwise protected from frost, foundation walls, piers and other
permanent supports of buildings and structures shall be protected from frost by
one or more of the following methods:
1. Extended below the frost line specified in Table R301.2
2. Construct in accordance with Section 403.3
3. Construct in accordance with ASCE 32 or
4. Erected on Solid Rock
Exceptions:
-Protection of freestanding accessory structures with an area of 400 of 600
square feet or less, of light frame construction with an eve height of 10' of less
shall not be required.
-Decks not supported by a dwelling need not be provided with footings that
extend below the frost line.
-Footings shall not bear on frozen soil unless the frozen condition is permanent.
Ventilation 2015 IRC Section R408
The under-floor space between the bottom of the floor joists and
the earth under any building (except space occupied by a
basement) shall have ventilation openings through foundation
walls or exterior walls. The minimum net area of ventilation
opening shall not be less than 1 s/f for each 150/f of under floor
space area, unless the ground surface is covered by a Class 1
vapor retarder material.
If the vapor retarder is used the min. net area of ventilation
openings shall not be less than 1 s/f for each 1500 s/f.
One such vent shall be within 3' of each corner of building.
CM
Basement Furring:
F
8" Conc. Walls
Not Required
Not Required
#6 at 36" O.C.
Not Required
Not Required
#6 at 35" O.C.
#6 at 32" O.C.
Not Required
#6 at 35" O.C.
#6 at 34" O.C.
Max. Wall Height
8'
9'
10'
Max. Unbalanced
Backfill Height
5' or less
6'
7'
5' or less
6'
7'
8'
7' or less
8'
9'
8' and Under (1) Horizontal Rebar in top 12" and one at mid-height
8' and Greater (1) Horizontal Rebar in top 12" and one bar at each third point
Min. Vertical Reiforcement Size & Spacing
Table R404.1.2 (3)
Reinforced Concrete Foundation Walls
GM, GC, SM, SM-SC and ML 45 Soils
Cross Section
Roof System:
2015 IRC Code Section R801, R901
Architectural Grade, 25 year Asphalt Shingles R905
over #15 building felt
over 7/16" Ext. OSB roof sheeting
w/Clips & nailed 6" O.C.-Edges, 10" O.C.-field
over 6:12 Pitch Engineered Trusses @ 24" O.C.
(Framed According to Engineered Truss Layout)
with R-49 Blown in Attic Insulation
with 5/8" Sheet Rock on Interior Side
Taped Prep'd for Interior Finishes
Contractor to indicate 22"x30" Attic Access Location
2015 IRC Ice Protection Ice Barrier consisting of
2 layers of cemented under-layment and extend from the
eave's edge 24" min. from inside exterior wall
A
E
D
B
12
21
32
12
16
24
12
12
16
12
12
12
S
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PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Bonus Room
A5-Cross Section
A6-Plot Plan
Sundance Drafting and Design tries to
provide the most accurate information for
your house design as possible, if design
information is not provided correctly
Sundance is not liable.
Many factors occur in construction during
the building process that change the
continuity of this drawing. Due to these
factors if the plan is not followed or changes
occur after the final print has been given,
Sundance Drafting and Design is not liable
for those items.
Read through all pages provided.
Review all the notations and labels on each
page. Engineering supersedes all drafting
notations. Labeling by County or City
Inspectors have to be followed.
Footing, Foundation, Rebar, and Shear walls
are specified and have to be followed.
Floor Layouts and Truss Details are separate
from these pages but need to be kept
together and followed.
If any problems with the plans, please notify
Sundance Drafting and Design.
The undersigned has looked through these
pages and agrees that all discussed
between Client/Contractor and Sundance
Drafting and Design is noted and correct
Please Initial Here
These Plans follow the 2015 IRC Codes
Permitting and Inspections Section
106,107,108, & 109
1. For a permit you will need 2 sets of the
following: House plans, Floor Layout, Truss
Details, Rescheck, Heat Loss Analysis, and
Engineer Stamp (if needed).
2. Review entire set of plans including the
above described with owner/contractor.
3. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
Sundance Drafting and Design is not liable for
construction mistakes.
4. This drawing is not to be duplicated without
written or verbal consent by Tiffany Stoddart.
GENERAL NOTES:
1/4"=1'-0" UNO
Co
p
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2
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2
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Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit SetBid Set
TOTAL SQ. FTG.= 4556
MAIN FLOOR=1889/1785 INTERIOR
SECOND FLOOR=770/710 INTERIOR
BASEMENT=1897/1675 INTERIOR
GARAGE=1074
20
8
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5
2
4
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22" LAP
(Typ)
22
"
L
A
P
(T
Y
P
)
#4 @ 2'-0" O.C. E. W.
23/32 APA Rated Sheathing
W/ Tar Paper Between
Sheathing and Concrete
Tar Paper
2x Pressure Treated Rim
(Match Floor Joist Depth)
#4 @ 2'-0" O.C.
24
2x4 Pressure Treated Sill
Plate W/1/2" Dia.
Anchor Bolts @ 4'-0" O.C.
Wall Framing
(By Others)
Floor Framing
(By Others)
1 1/4" (Min.)
Eng Rim Joist
Foundation Wall
(By Others)
Floor Joist (See Table)
2x Ledger W/Simpson
1/4" SDS Screws
(Match Floor Joist Depth)
(See Table)
Simpson LUS Joist
Hanger W/ SD Screws
@ Each Joist
Span (See Table)
Slope
Cold Storage Detail
GENERAL STRUCTURAL NOTES
A. CODES AND SPECIFICATIONS
1.International Building Code (IRC) - 2012 Edition
2.ACI 318-11 Building Code Requirements for Reinforced Concrete
3.ANSI/AF&PA National Design Specifications (NDS) & Suppl. for
Wood Const. -2012 Edition
4.ASCE 7-10 Min. Design Loads for Buildings and other Structures
B. DESIGN LOADS UNIFORM (PSF)
1.Floor Loads Uniform
a. Deck Live = 100
C. MATERIALS
1. Dimensional Lumber #2 Douglas Fir
2. Concrete fc Slab 4000 PSi
3. Reinforcing Steel ASTM A615 - Grade 60
4. Anchor Bolts A36/F1554 GRADE 36
Span (See table)
Le
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(
A
s
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A
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D
r
a
w
i
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g
s
3'-
0
"
Ma
x
.
4" Concrete Deck Table
Span Joist Size Joist
Spacing
SDS 1/4 x 3 1/2
Screw Spacing
4'-0"2x4 16" O.C.8" O.C.6'-0"2x6 16" O.C.5" O.C.
8'-0"2x8 16" O.C.4" O.C.
6" Concrete Deck Table
Span Joist Size Joist
Spacing
SDS 1/4 x 3 1/2
Screw Spacing
4'-0"2x4 16" O.C.7" O.C.
6'-0"2x6 16" O.C.4 1/2" O.C.
8'-0"2x8 12" O.C.3" O.C.
Rev Rev
A6
of
Height of Braced Wall Panel
SDC A,B, and C
Windspeed <110 MPH
Sheathed Width
2'-8"2'-8"
MIN. WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS Table R602.10.6.1
Tie-Down
Force (lb.)
11 ft.
3'-2"
1800
3000
2200
3600
1800
3000
1800
3000
-
-1
Seismic Design
Category and Windspeed
2'-8"
8 ft.
2'-4"
9 ft.
2'-8"
10 ft.
2'-8"
Note a
12 ft.
3'-6"
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
1800
3000
2000
3300
Sheathed Width
SDC D,D, and D
Windspeed <110 MPH
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
300002
Note a
-
-Scale: 1/4"=1'-0" UNO on 36"x24" Size Paper
Scale: 1/8"=1'-0" UNO on 17"x11" Size Paper
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2015 IRC Code R602, R608, R703
Board and Batten and Faux Stone over Weather Resistive
Barrier 7/16" APA OSB & Nailing Pattern 6"-edge 12"-field
2x6 Stud framed @ 24" O.C. UNO
with (2) 2x6 Top Plates
with (1) 2x6 Bottom Plate
with min. R-21 Batt Insulation
with 1/2" Sheetrock Inside Occupancy separation between
between house, attic, and garage
Taped Prep'd for Interior Finishes
2015 IRC Code
2x6 Fascia Board
with style "D" Metal Drip Edge
with 3/8" Soffit Sheeting
with 3" Continuous Soffit Venting
with add'l 2x4 Support as Required
2015 IRC Code
2x4 Stud framed @ 24" O.C.
with (2) 2x4 Top Plates
with (1) 2x4 Bottom Plate
with 1/2" Sheetrock Both Sides
Taped Prep'd for Interior Finishes
2015 IRC Code Section R502, R503, R504
3/4" T&G OSB Sub-floor Glued & Nailed
over 11-7/8 TJI Engineered Floor Joist
Series, Placement, & O.C. Spacing as determined &
indicated on TJXpert Layout. (Version 6.0 or later)
connected to Rim Joist, spliced using gal. metal ties
not less than .058" x 1.5" wide
fastened w/6 16d nails ea. side
over 1/2" Sheetrock on Ceiling Side
Taped and Prep'd for Interior Finishes
2015 IRC Code SectionR602.4
2x4 Stud Framed @ 24" O.C. with Bearing Walls @ 16" O.C.
with (2) 2x4 Top Plates
with (1) 2x4 Bottom Plate
with R-13 Batt Insulation
with 6-Mill Poly Vapor Barrier
with 1/2" Sheetrock on Interior Side
Taped and Prep'd for Interior Finishes
(2) #4 Rebar
Horiz. Cont.
5"
Office
B
C D
E
F
G
(1) Horiz. Bar in top
12" and one bar
at each third point
8"
9'
1'-
2
"
9'
(2) #4 Rebar
Horiz. Cont.
(2) #4 Rebar
Horiz. Cont.
8'
1'
Stair System:
2015 IRC R302.7, 311.7.2, R311.7 R312.1.3
Eq. Stair Risers 7 3/4" Max. height, Eq. Stair Treads 10" Min. depth
over (3) 11.5" MIN. Stair Stringers bolted at bottom with P.T. 2x4 -3
places with 3" x 12" Ø bolt and top securely mounted to framing with
Simpson A35 Connector at Stairs
Stringer to Ledger or alternate approved connection.
with Cont. Handrail System mounted 36"above stair plane.
with Handrail return to wall.
with a Min. 6'-8" Head Clearance above stair plane.
with all other Railing System to be min. 42" above FFL &
meet current building codes for vert. and horiz. loading.
Slate Spacing to no more than 4" sphere to pass thru.
12" Gypsum Board under stairs
2% Slope Max 1 to 48
H
GFoundation Wall System:
2x6 Treated Sill Plate
over Foam Sill Sealer
with 12" Anchor Bolts @ 72" O.C. 10" Long, 7" Embedded
Max. 12" from all Corners or Splices
Concrete Wall Greater than 9' need to have an Architects or Engineer
Seal 8' & under (1) Horiz. Bar in top 12" and one at mid-height
8'-1" to 9' (1) Horiz. Bar in top 12" & one bar at each third point
Min. (2) Anchor Bolts per Sill Plate w/ nut & ROUND plate Washer
2 1/2 Ø x14" Min. For each Bolt
over Concrete Foundation wall Consistent w/ 2015 IRC R401-403
With Asphalt Emulsion on Exterior Side
over Continuous Concrete Footings
Consistent w/ 2015 IRC Section R106.1
over Undisturbed Soil
Window Well System:
2015 IRC Code
Min. egress window opening will be 5.7 sq. ft 7 Sill height
no higher than 44" above FFL
Window wells provide a net clear of 9 sq. ft. w/min horiz.
projection & width of 36"
Exception:
Window Wells w/depth greater than 44" will have a
permanently affixed ladder or steps.
Ladder or Steps 12"-width Inside, 3"-from walls,
Spaced no more than 18" O.C.
One egress ladder shall be provided within a window well of an
unfinished basement
J
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07-27-2020
Cold Storage Mech./ Storage Family Room
Stairs
Great Room
Stairs
Cl
Loft
12
6
08-11-2020
Fasten sheathing to header w 8d common or
gal. 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
Min. Length of panel per Table R602.10.5
Min. double 2x4 framing covered w min. 716" thick wood structual
panel sheathing w 8d common or gal. box nails at 3" o.c. in framing
(studs, blocking, and sills) TYP.
Min. (2) 12" Dia. Anchor Bolts installed per
R403.1.6 with 2"x2"x316" Plate Washers
Min. Double
2x4 Post
Typical Portal
Frame Construction
If needed, panel splice edges
shall occur over & be nailed
to common blocking w/in
middle 24" of wall mid-height.
One row of 3" o.c. nailing
is req. in ea. panel edge
Extent of HeaderSingle Portal Frame (One Braced Wall Panel)
Extent of Header
Double Portal Frame (Two Braced Wall Panels)
Ma
x
H
e
i
g
h
t
1
0
'
-
0
"
Min. 3"x11 14" net header (Steel header prohibited)
Ma
x
T
o
t
a
l
W
a
l
l
H
e
i
g
h
t
1
2
'
-
0
"
Min. reinforcing of
foundation, (1) #4 bar
top & bottom of footing.
Lap bars 15" min.
Play
Area
2'-18" finished width for single or double portal
Alternate Braced Wall Panel Garage Portal Design CS-PF
Figure R602.10.6.4
Pony Wall
Height
Min. Footing under
opening is 12"x12"
Tension Strap per
Table 602.10.6.4
(On opposite
side of Sheathing)
Fasten Top
Plate to header
w/2 Rows of 16D
sinker nails at 3"
O.C. TYP
Min. 716" Wood
Structural Panel
Sheating
26
'
36
'
-
1
0
"
6'-
1
1
1
/
2
"
1'-
0
1
/
2
"
17
'
15
'
-
1
1
1
/
2
"
27
'
-
2
"
28
'
-
2
"
H
(2) #4 Rebar
Horiz. Cont.
3'
6'-
8
"
3'-6"
7
3
/
8
"
10"
Head
r
o
o
m
H
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i
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h
t
Hand
r
a
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H
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h
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3'
6'-
8
"
3'-6"
7
1
7
/
3
2
"
10"
Head
r
o
o
m
H
e
i
g
h
t
Hand
r
a
i
l
H
e
i
g
h
t
9'
A
H
36
'
-
2
"
(2) #4 Rebar
Horiz. Cont.
Plot Plan
Scale: 1/8" =1'-0" D Size Paper
Scale: 1/16"=1'-0" B Size Paper
Pine Brook Div. No. 2,
Block No. 6, Lot No. 2
Rexburg, Idaho
Madison County
A6
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PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Bonus Room
A5-Cross Section
A6-Plot Plan
Sundance Drafting and Design tries to
provide the most accurate information for
your house design as possible, if design
information is not provided correctly
Sundance is not liable.
Many factors occur in construction during
the building process that change the
continuity of this drawing. Due to these
factors if the plan is not followed or changes
occur after the final print has been given,
Sundance Drafting and Design is not liable
for those items.
Read through all pages provided.
Review all the notations and labels on each
page. Engineering supersedes all drafting
notations. Labeling by County or City
Inspectors have to be followed.
Footing, Foundation, Rebar, and Shear walls
are specified and have to be followed.
Floor Layouts and Truss Details are separate
from these pages but need to be kept
together and followed.
If any problems with the plans, please notify
Sundance Drafting and Design.
The undersigned has looked through these
pages and agrees that all discussed
between Client/Contractor and Sundance
Drafting and Design is noted and correct
Please Initial Here
These Plans follow the 2015 IRC Codes
Permitting and Inspections Section
106,107,108, & 109
1. For a permit you will need 2 sets of the
following: House plans, Floor Layout, Truss
Details, Rescheck, Heat Loss Analysis, and
Engineer Stamp (if needed).
2. Review entire set of plans including the
above described with owner/contractor.
3. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
Sundance Drafting and Design is not liable for
construction mistakes.
4. This drawing is not to be duplicated without
written or verbal consent by Tiffany Stoddart.
GENERAL NOTES:
1/4"=1'-0" UNO
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2
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2
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Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit SetBid Set
TOTAL SQ. FTG.= 4556
MAIN FLOOR=1889/1785 INTERIOR
SECOND FLOOR=770/710 INTERIOR
BASEMENT=1897/1675 INTERIOR
GARAGE=1074
20
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08-11-2020
30' Max
6
3
'
-
3
1
/
2
"
63'-3
1
/
2
"
61'-
9
"
6
1
'
-
9
"
44'-6"3'-10"10'-2"10'-4"9'6'11'-4"6'14'-4"44'-6"
4
2
'
-
1
0
"
8
'
2
8
'
-
1
0
"
1
1
'
-
4
"
3
'
-
1
0
"
8
'
-
2
"
2
'
4
5
'
33'-6"15'8'14'-6"44'-6"44'-6"
8
'
3
0
'
-
2
"
2
2
'
2
'
4
5
'
4
2
'
-
1
0
"
Location
of New
Construction
12'-4"
2
'
7
'
-
1
0
"
6
'
17'-10"
9
'
-
2
"
22'-6"
2
5
'
94'-4
1
/
2
"
9
4
'
-
4
1
/
2
"
NORTH
Line of Required Setback
160.00' S 89° 59' 46" W
160.00' N 89° 59' 46" E
15
0
.
0
0
'
S
0
°
0
'
1
4
"
E
15
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.
0
0
'
N
0
°
0
'
1
4
"
W