HomeMy WebLinkAboutUPDATED PLANS - 20-00355 - 1142 Greenside Loop - Braden New SFRBack Elevation
Right Elevation
8:12 Pitch Main, Front and Sides
PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
05-28-19
9' & 10' Main Walls
8'-4" Foundation Walls
Garage to Match Main TYP
MATERIALS
Vert Siding =130SF
Horiz Siding =1190SF
Faux Stone =250SF
Stucco =418SF
Shakes =155SF
Soffit =445LF
TOTAL SQ. FTG.= 3922
MAIN FLOOR=1974/1867 INTERIOR
BASEMENT =1948/1727 INTERIOR
COLD STORAGE=87 & 121
GARAGE =889
Left Elevation
Elevations
Scale: 1/4" & 1/8" =1'-0" on 36" x 24" Paper
Scale: 1/8" & 1/16"=1'-0" on 17" x 11" Paper
A1
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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 Set
Bid Set
20
8
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5
2
4
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2
8
8
0
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Rev
Rev
A5
of
Front Elevation
Rev
50 Year Architectural Shingles
"T
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B
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a
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"
11
4
2
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06-25-19
08-19-19
03-10-20
12
8
(3) 1616 False Windows
w/ Architectural Film
Vertical Siding
Shakes
Stucco
Faux Stone
1'
-
2
"
He
e
l
2'
He
e
l
50 Year Architectural Shingles
Vinyl Siding
1'
-
2
"
He
e
l
12
812
8
12
8
12
8
PE
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Electrical Note
AMS and ALL Star Homes will
include 6 can lights on exterior, 4
can lights in master bedroom,
and 4 can lights in the kitchen.
Additional can lights will be
considered an upgrade and must
be approved by the contractor.
03-09-21
PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
05-28-19
9' & 10' Main Walls
8'-4" Foundation Walls
Garage to Match Main TYP
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
Scale: 1/4"=1'-0" UNO D Size Paper
Scale: 1/8"=1'-0" UNO B Size PaperGENERAL STRUCTURAL NOES
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)
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3'
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"
Ma
x
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4" Concrete Deck Table
SpanJoist SizeJoist
Spacing
SDS 1/4 x 3 1/2
Screw Spacing
4'-0"2x416" O.C.8" O.C.
6'-0"2x616" O.C.5" O.C.
8'-0"2x816" O.C.4" O.C.
6" Concrete Deck Table
SpanJoist SizeJoist
Spacing
SDS 1/4 x 3 1/2
Screw Spacing
4'-0"2x416" O.C.7" O.C.
6'-0"2x616" O.C.4 1/2" O.C.
8'-0"2x812" O.C.3" O.C.
4'-10"
1
2
3
4
5
6
7 8
9
10
11
12
13
14
15
T-Wall
Bath
50 CFM
Cut 16' for Garage
Door opening
with Req. Blocking
Cut 3' for Passage
Opening with
Req. Blocking
WH
Furnance
WS
Center
Of Footing
Mech.
3' Clearance in front
of Furnance
Seismic Straps
around WH
4'
Cold
Storage
Fl
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2668 2668
30
6
8
4040 SV
J
8'-10"3'-6"
11'-2"11'-2"6'-4"6'-6"
16'-4"16'-10"11'-4"15'-6"
14
'
-
7
"
5'
-
9
"
15
'
-
8
"
33
'
30
6
8
30
6
8
2668
2668
J
26
6
8
Bedroom 5
13'-8" x 12'-1"
10 CFM Fresh Air
Smoke Detector
Bedroom 6
11'-11" x 10'-2"
10 CFM Fresh Air
Smoke Detector
26
6
8
15
'
-
8
"
12
'
-
5
"
15'-1"9'-6"
9'-1"27'
20
'
-
1
0
"
22'-4"12'-10"
29
'
-
2
"
72'-4"
60'12'-4"
2668
4'
-
1
1
"
3'-6"
4'
-
7
"
Family Room
29'-8" x 13'-4"
10 CFM Fresh Air
Theater
Room
14'-2" x 19'-4"
10 CFM Fresh Air20
'
-
5
"
30
6
8
9'-1"4'-8"3'
-
1
0
"
2'
3'
-
1
0
"
2'
8'-4" Basement F. Walls
Cantilever
2'
2"
R
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9'
-
9
"
3'
-
9
"
5'
2'
-
4
"
12
'
-
7
"
2'-8"3'-6"3'-10"
5'
-
3
"
2'-6"3'-6"
3'-6"
7'
-
7
"
1'
-
4
"
3'
-
8
"
11
'
-
1
0
"
5'
-
1
"
Center
Of Footing
7'
-
2
"
15
'
-
1
"
10
'
-
9
"
7'-9"7'-9"4'-7"6'-9"
9'
-
7
"
26
'
-
5
"
22'-4"8'-10"
29
'
-
6
"
36
'
S
CM
S
CM
HOLDDOWN:
H1 SIMPSON STRONG TIE STHD14-INSTALLED & NAILED
AS PER MANUFACTURERS RECOMMENDATIONS
CONCRETE TO WOOD CONNECTION
H1
H1 H1
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Beam
S
S
1'-10"5'-7"
60
'
-
8
"
Cut 3' for Passage
Opening with
Req. Blocking
18'-2"3'
Bedroom 4
13'-4" x 10'-11"
10 CFM Fresh Air
Smoke Detector
Bath
50 CFM
Storage
Cut 3' for Passage
Opening with
Req. Blocking
Center
Of Footing
Mech.
4'Cold
Storage
Up
s
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12
'
2x6 Wall
2668 2668
Cut 9' for Garage
Door opening
with Req. Blocking
8'-10"3'-6"
16'-4"16'-10"11'-4"15'-6"
5'
-
9
"
15
'
-
8
"
2668
30
6
8
30
6
8
2668
4040 SV
J
26
6
8
4040 SV
J
22'-4"12'-10"
72'-4"
60'12'-4"
4040 SV
2668
2668
3'-6"
12
'
-
1
"
3068
2668
30
6
8
Storage
Screen
9'-1"
8'-4" Basement F. Walls
Cantilever AboveCantilever
2"
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4'
-
7
"
12
'
-
1
"
13
'
-
6
"
13'-6"
4'
-
3
"
9'-11"
3'-11"
3'-6"
3'
-
6
"
4040 SV
J
Center
Of Footing
15
'
-
1
1
"
Center
Of Footing
Center
Of Beam
7'-9"7'-9"4'-7"
9'
-
7
"
26
'
-
5
"
22'-4"
29
'
-
6
"
36
'
S
CM
S
CM
TRIPLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR
H1
H1 H1
Fl
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Fl
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S
S
S
Beam
5'-7"
60
'
-
8
"
3'
1'
-
6
"
35'-2"
Cut 3' for Passage
Opening with
Req. Blocking
11
'
-
1
1
"
Ce
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F
o
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t
i
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g
3'
-
6
"
3'
-
9
"
C
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F
5'
-
9
"
C
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F
4'
-
6
"
Ce
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F
T
G
3'
-
1
0
"
H1H1
H1H1 H1H1 H1H1
4'
3'-1"3'-1"
1'-9"1'-11"
12'-1"4'-1"7'-4"21'-9"
TOTAL SQ. FTG.= 3922
MAIN FLOOR=1974/1867 INTERIOR
BASEMENT =1948/1727 INTERIOR
COLD STORAGE=87 & 121
GARAGE =889
2"
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2"
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Foundation Plan
Scale: 1/4"=1'-0" D Size Paper
Scale: 1/8"=1'-0" B 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
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.
GFoundation Wall System:
2x6 Treated Sill Plate
over Foam Sill Sealer
with 1
2" 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 x1
4" Min. For each Bolt
over Concrete Foundation wall Consistent w/ 2012 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.
J
A2A2
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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
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y
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h
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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 Set
Bid 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 20
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Rev
Rev
A5
of
Rev
6'
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7
"
C
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F
2" Rock
Ledge
"T
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"
11
4
2
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7'-5"28'
06-25-19
08-19-19
03-10-20
Window Optional
w/ Theater Room
PE
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4'-10"
3'
-
2
"
4'
-
6
"
Ce
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r
Of
B
e
a
m
5'
-
1
0
"
03-09-21
14'-4"2'-6"
9' & 10' Main Walls
8'-4" Foundation Walls
Garage to Match Main TYP
PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
05-28-19
3'
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
3'
8'x8'
Shear Panel
on Single Side
48
.
5
"
t
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Interior Braced Wall Panel IBWP
2018 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
Above each IBWP3 a 2x4 Truss block is required
as well at each corner, not over windows
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
Above each IBWP3 a 2x4 Truss block is required
as well at each corner, not over window
Braced Wall Panel
2' Min. Braced Walls with strap
7/16" OSB one side, blocked in all joints
Nailed @ 4"/12" w/ 8d
All joints must occur over ramming member
All trusses above BWP need to be blocked as well
12" in field
4" at edge
4'
8d @ 12"
O.C. in field
8d Nails @ 4"
O.C. @ edge
Braced Wall Panel Detail
All Exterior Walls to be Braced Walls
IBWP 3
IBWP 5
BWP
1
2
3
4
5
6
7 8
9
10
11
12
13
Bath
50 CFM
Dining
11'-0" x 11'-2"
10 CFM Fresh Air
9' Ceiling
Kitchen
0'-0" x 0'-0"
100 CFM
9' Vaulted Ceiling
Utility
50 CFM
80 WHF
Master
Bath
50 CFM
Entry
10' Ceiling w 2' Heel 3068
2468
3'
30
6
8
2
4
6
8
3
0
6
8
2468
26
6
8
2x6 Wall
26682468
2668
2668
2468
ØC
G
A
S
F
P
DW
2868
26
6
8
2468
2468
WIC
WIC
Bedroom 2
13'-0" x 13'-0"
10 CFM Fresh Air
9' Flat Ceiling
Smoke Detector
Bedroom 3
11'-6" x 13'-0"
10 CFM Fresh Air
9' Flat Ceiling
Smoke Detector
16x8 OH Garage Door
4040 SV
3050 SH
30
1
0
S
V
3050 SH3050 SH
2-3050 SH
6'-2"
3-3050 SH
2030
4040 SV T
11'-4"16'-4"16'-10"15'-6"
5'
-
4
"
14
'
-
1
0
"
6'
60
'
-
6
"
9'
-
8
"
35
'
-
1
0
"
5'-10"9'-6"7'-5"5'-4"
5'-8"7'-8"3'-2"
16'3'
22'
3'
37'-4"
4'
1'
-
6
"
2'
13
'
-
1
0
"
32
'
-
1
0
"
5'
14
'
7'6'
7'
5'
-
4
"
3'
-
6
"
9x8 OH Garage Door
2'9'2'
13'
12'-4"
29
'
40
4
0
S
V
30
6
8
Porch
LN.
Covered
Raised
Conc. Patio
10' Ceiling
2'
Be
n
c
h
35'
7'
4'4'
3'
-
6
"
72'-4"
3-3016 Tra
2468
5040 SV
Oven
DN
LN.
2'
Vault Vault
Bench
1'
-
6
"
5016 Tra
9'-1"4'-4"
3 Car
Garage
Contractor to locate exact
location of req'd 22" x 30"
Attic Access Point
Min. 30" Vert. Head Room
Clearance (2009-R807.1)
11
"
M
i
n
.
11" Min.
2'-7"
2'-4"3'4'-9"4'-9"
3'3'
6'3'-3"
3'-1"2'-9"13'-4"9'-4"12'-4"
8'-10"3'-6"
3'
3'
2'-6"10'-6"2'-6"5'-8"5'-8"6'-6"7'
2'
-
6
"
2'
-
6
"
14
'
-
6
"
14
'
-
6
"
2'-10"
5'
-
1
0
"
2'
6'
5'
-
6
"
8'
5'-8"6'-4"3'-10"
6'-5"6'-11"2'
3
'
-
5
"
2'
-
7
"
5'
-
7
"
1'
-
1
1
"
3'-8"
3'-4"6'-6"
3'-10"3'-10"4'-2"
3'-10"1'-10"
3'-
3
1
/
2
"
3'-6"
3'
-
6
"
11
'
-
4
"
4'
-
4
"
9'
-
4
"
9'
-
4
"
(2) 6x6 Post
29
'
-
6
"
S
CM
S
CM
3'
8'-4"12'
WIC
2'
-
6
"
1'
-
6
"
1'-6"
8'-4"2'-8"2'-8"8'-4"
22
'
-
8
"
1616 False Windows
w Architectural Film
4'
-
6
"
9'
3'
8'-5"8'-5"
17'-10"
3'-6"
60'
Mudd
4'
1'-1"
Great Room
17'-6" x 17'-2"
10 CFM Fresh Air
9' Vaulted Ceiling
Master
Bedroom/1
14'-6 x 14'-4"
10 CFM Fresh Air
9' Coffered Ceiling
Smoke Detector
1hr Firewall
Construction
No Penetrations
3'x3' Min.
Landing
11" Min. Steps
2'
-
6
"
22
'
-
8
"
Micro
1'-6"1240 F1240 F
2'-7"
5816 Tra
1'-1"
3'-6"
3'-6"
temp temp
TOTAL SQ. FTG.= 3922
MAIN FLOOR=1974/1867 INTERIOR
BASEMENT =1948/1727 INTERIOR
COLD STORAGE=87 & 121
GARAGE =889
Ra
i
l
i
n
g
IB
W
P
5
(
4
'
)
IB
W
P
5
(
8
'
)
5'
-
6
"
4'
4'
Main Floor
Scale: 1/4"=1'-0" D Size Paper
Scale: 1/8"=1'-0" B Size Paper
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 2012 IRC, Sections R106 and R308.4.5
Furnace:
Location of furnace and water heater 2018 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
Crawl Space:
Through Floor min 18"x24" or through perimeter wall min 16"x24"
required crawl space opening. If applicable, refer to mechanical code
for access requirements where mechanical equipment is located
under floors.
2015 IRC, Section R106, R408.4 M1305.1.4
Smoke Alarms
2018 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
2018 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.
A3
Su
n
d
a
n
c
e
dr
a
f
t
i
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g
&
d
e
s
i
g
n
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
y
r
i
g
h
t
S
u
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d
a
n
c
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D
r
a
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t
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&
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e
s
i
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n
2
0
2
0
Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
20
8
.
5
2
4
.
2
8
8
0
N EE
D
AH
OU
S
E
P LA
N
.
C
O
M
Garage Portals:
Alternate Braced Wall Panel Garage Portal Design PFH
See Figure R602.10.6.2 Sheet A4
PFH
Rev
Rev
A5
of
20min Fire Rated
1-3/8" Solid Door
or Equal, Self Close
Rev
7'
-
4
"
56'
(8'-11" Braced Wall)
60
'
(7
'
-
1
1
"
B
r
a
c
e
d
W
a
l
l
)
14'-10"
(5'-4" BW)
36
'
-
4
"
(2
'
-
6
"
B
W
)
Section A-A
Scale: 1/2"=1'-0" D Size Paper
Scale: 1/4"=1'-0" B Size Paper
9'
B
3'
8"
1'
4'
1'
-
2
"
1'-2" Heel
AA
PFHPFH
PFHPFH
10' Ceiling
w 2' Heel
9' Flat
5'-2"5'-8"
1'-2"
Va
u
l
t
Va
u
l
t
Va
u
l
t
"T
h
e
B
r
a
d
e
n
"
11
4
2
G
r
e
e
n
s
i
d
e
L
o
o
p
Pantry
06-25-19
7" Newel Post
2'
7'
-
9
"
4'
-
3
"
48SF Stone
to Ceiling
Total Tile SF 635
Kitchen/Dining 250
Pantry 30
Mud Area 45
Utility 30
Master Bath/WIC 195
Entry 50
Main Bath 45
86 S/F
172 S/F
08-19-19
03-10-20
1'
-
9
"
2868
2'
-
1
0
"
2'
-
3
"
4'
6"
PE
R
M
I
T
S
E
T
Glass
Tempered
5'
9' Flat
9' Vaulted
03-09-21
11" Min Run on
Conc. Step into house
Max Rise 7 3/4"
Concrete Steps into House
A4
PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
05-28-19
(2) #4 Rebar
Horiz. Cont.
5"
Bedroom
B
CD
E
F
G
8'-1" to 9' (1) Horiz. Bar
in top 12" and one bar
at each third point
8"
8'
-
4
"
1'
-
2
"
9'
(2) #4 Rebar
Horiz. Cont.
(2) #4 Rebar
Horiz. Cont.
11
'
-
6
1
/
2
"
BathroomBedroom
Theater Room Bedroom
12
8
22
'
-
4
1
/
2
"
7'
-
8
"
30
'
-
8
1
/
2
"
AA
8:12 Pitch Main, Front and Sides
9' & 10' Main Walls
8'-4" Foundation Walls
Garage to Match Main TYP
TOTAL SQ. FTG.= 3922
MAIN FLOOR=1974/1867 INTERIOR
BASEMENT =1948/1727 INTERIOR
COLD STORAGE=87 & 121
GARAGE =889
Cross Section
Taped and Prep'd for Interior Finishes
over 1/2" Sheetrock on Ceiling Side
Foundation Wall System:
Min. (2) Anchor Bolts per Sill Plate w/nut &
Max. 12" from all Corners or Splices
with 1/2" Anchor Bolts @ 72" O.C. 10" Long, 7" Embedded
ROUND Plate Washer 2 1/2Ø x1/4" Min. for ea. Bolt
over Concrete Foundation Wall Consistant w/2015 IRC R608
with Asphalt Emulsion on Exterior Side
Consistant w/2012 IRC Section R106.1
over Continuous Concrete Footings
connected to Rim Joist, spliced using gal. metal ties
over Undisturbed Soil
2x6 Treated Sill Plate
over Foam Sill Sealer
fastened w/6 16d nails ea. side
not less than .058" x 1.5" wide
G
7/16" APA OSB & Nailing Pattern 6"-edge 12"-field
Taped Prep'd for Interior Finishes
Series, Placement, & O.C. Spacing as determined &
indicated on TJXpert Layout. (Version 6.0 or later)
over 11-7/8 TJI Engineered Floor Joist
3/4" T&G OSB Sub-floor Glued & Nailed
2018 IRC Code R602, R608, R703
2x4 Stud framed @ 24" O.C.
Floor System:
2018 IRC Code Section R502, R503, R504
with (2) 2x4 Top Plates
with (1) 2x4 Bottom Plate
with 1/2" Sheetrock Both Sides
with min. R-21 Batt Insulation
2018 IRC Code
Interior Walls:
with 1/2" Sheetrock Inside Occupancy separation between
with (1) 2x6 Bottom Plate
with (2) 2x6 Top Plates
2x6 Stud framed @ 24" O.C. UNO
2x6 Fascia Board
with 3" Continuous Soffit Venting
with add'l 2x4 Support as Required
Exterior Walls:
with 3/8" Soffit Sheeting
with style "D" Metal Drip Edge
2018 IRC Code
Soffit System:
A
C
E
D
B
Concrete Wall Greater than 9' need to have an Architects or Engineers Seal
8' and Under (1) Horizontal Rebar in top 12" and one at mid-height
8'-1" to 9' (1) Horizontal Rebar in top 12" and one bar at each third point
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
2018 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
2018 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
2018 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 front 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 2018 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.
Taped Prep'd for Interior Finishes
CM
between house, attic, and garage
Window Well System:
2018 IRC Code R301.1 ASTM F 2090
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. R310.2.3.1
Ladder or Steps 12"-width Inside, 3"-from walls,
Spaced no more than 18" O.C.
If basement is a habitable space with NO Bedrooms
then a window well with egress will need to be provided
J
with 1/2" Sheetrock on Interior Side
Taped and Prep'd for Interior Finishes
Basement Furring:
with 6-Mill Poly Vapor Barrier
with (2) 2x4 Top Plates
2x4 Stud Framed @ 24" O.C. with Bearing Walls @ 16" O.C.
with R-13 Batt Insulation
with (1) 2x4 Bottom Plate
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 32" 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'
Concrete Wall Greater than 9' need to have an Architects or Engineers Seal
8' and Under (1) Horizontal Rebar in top 12" and one at mid-height
8'-1" to 9' (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 Soils
45
Cross Section
Roof System:
2018 IRC Code Section R801, R901
Architectural Grade, 50 year Architectural 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 8:12 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
Stair System:
2018 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
securely mounted to framing.
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
Vinyl Siding, Stucco, Shakes, and Faux Stone over Weather Resistive Barrier
C
Us
e
t
h
i
s
t
a
b
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e
u
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l
e
s
s
a
s
o
i
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t
e
s
t
i
s
d
o
n
e
Su
n
d
a
n
c
e
dr
a
f
t
i
n
g
&
d
e
s
i
g
n
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
y
r
i
g
h
t
S
u
n
d
a
n
c
e
D
r
a
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t
i
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g
&
D
e
s
i
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n
2
0
2
0
Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
20
8
.
5
2
4
.
2
8
8
0
N EE
D
AH
OU
S
E
P LA
N
.
C
O
M
Rev
Rev
A5
of
Scale: 1/4"=1'-0" UNO D Size Paper
Scale: 1/8"=1'-0" UNO B Size Paper
Rev
2018 IRC Code SectionR602.4
Braced Wall Panel Detail
IBWP 5
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 Drywall & Waterboard
not Shown for clarity
2x6 Exterior wall
@16"O.C. with
7/16" Waferboard
2x4 Interior Wall
@16" O.C.
8'x8'
Shear Panel
on Single Side
4'x8'
Shear Panel
on Both Sides
4'
48
.
5
"
t
o
c
n
t
r
IBWP 3
Interior Braced Wall Panel IBWP
2018 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 Nails @ 6"
O.C. @ edge
8d @ 12"
O.C. in field
All exterior wall are braced walls.
BWP
Fasten sheathing to header w 8d common or
gal. box nails in 3" grid pattern as shown
Min. (2) 3500 LB Tie-Down Device (Embedded into
Concrete and Nailed into Framing)
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
(1) 5 8" Ø Anchor Bolts R403.1.6 with
2"x2"x316" plate washer
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 and sills) as shown. typ.
Height of Braced Wall Panel
Sheathed Width
Sheathed Width
Alternate Braced Wall Panel Garage Portal Design
Figure R602.10.6.2
Min. reinforcing of
foundation, (1) #4 bar
top & bottom of footing.
Lap bars 15" min.
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 Min. 1000LB
Tie down
Device
Extent of Header
Single Portal Frame (One Braced Wall Panel)
Extent of Header
Double Portal Frame (Two Braced Wall Panels)
Ma
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"
MIN. WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS Table R602.10.6.1
Seismic Design
Category and Windspeed
Tie-Down
Force (lb.)
8 ft.
2'-4"
9 ft.
2'-8"
10 ft.
2'-8"
11 ft.
3'-2"
12 ft.
3'-6"
SDC A,B, and C
Windspeed <110 MPH
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
1800
3000
1800
3000
2000
3300
2200
3600
SDC D,D, and D
Windspeed <110 MPH
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
1800
3000
1800
3000
-
-
012
2'-8"2'-8"2'-8"Note aNote a
-
-
Min. 3"x11 14" net header (Steel header prohibited)
Ma
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2
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CS
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P
F
Min. Footing under
opening is 12"x12"
Table R602.10.5
MIN. LENGTH OF BRACED
WALL PANELS
16" 18" 20"Portal Frames with Hold Downs (PFH)
Wall height 8ft 9ft 10ft
2'-18" finished width for single or double portal
Pre
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Porch Detail-Footing
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4
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4
P
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Wood
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Footing
Per Specs
Conn
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50 Year Architectural Shingles
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11
4
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06-25-19
Vault in Great Room Behind
5
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08-19-19
03-10-20PE
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10 1/2"
7
5
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1
6
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H
8'
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1
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4"
15 Steps
8"
8'
-
4
"
1'
-
2
"
6'
-
8
"
3'
Stringer
Intermediate
Support
03-09-21
PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement Plan
A3-Floor Plan
A4-Cross Section
A5-Plot Plan
05-28-19
Pine Brook Estates
Div. No. 2, Lot No. 1, Block 2
1142 Greenside Loop
Rexburg, Idaho
Madison County
TOTAL SQ. FTG.= 3922
MAIN FLOOR=1974/1867 INTERIOR
BASEMENT =1948/1727 INTERIOR
COLD STORAGE=87 & 121
GARAGE =889
Plot Plan
Scale: 1/8" =1'-0" D Size Paper
Scale: 1/16"=1'-0" B Size Paper
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A5
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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
0
2
0
Copyright Sundance Drafting and Design 2020
Copyright Sundance Drafting and Design 2020
1/8"=1'-0" UNO
Start Date
Permit Set
Bid Set
20
8
.
5
2
4
.
2
8
8
0
N EE
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Rev
Rev
A5
of
Rev
R=50.00'
L=78.38'
117.51' S 00° 11' 19" E
15
5
.
9
2
'
N
8
9
°
5
9
'
4
6
"
E
167.35' S 00° 09' 53" E
10
6
.
0
1
'
N
8
9
°
5
9
'
4
6
"
E
Line of Required Setback
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7'-6"
7
'
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6
"
30'
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"T
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Optional
RV Pad
06-25-19
424 LF-Fence Line
Line of Required Setback
08-19-19
03-10-20
Location
of New
Construction
6'
51
'
-
1
1
1
/
2
"
86'
5
6
'
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0
1
/
2
"
74'-
3
1
/
2
"
96'-2
"
5
5
'
-
6
"
4
9
'
-
1
"
3
0
'
72'-4"
12'-4"15'-6"10'-8"18'-2"15'-8"25'-5 1/2"69'-6 1/2"
5
0
'
-
2
1
/
2
"
2
9
'
-
6
"
2
9
'
-
2
"
2
'
4
5
'
9
4
'
-
5
"
94'-
5
"
16'-10"
4'4'
3'
11'-4"
3'
-
6
"
33
'
24
'
-
2
"
45
'
-
3
"
15'-1"25'-5 1/2"8'-10"9'-1"4'-2"22'-10"12'-4"69'-7"
28'7'-5"9'-6"12'-4"
3'
-
1
0
"
2'
20
'
-
1
0
"
12'-10"22'-4"
35'-0 1/2"
60
'
-
8
"
PE
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03-09-21