HomeMy WebLinkAboutPLANS REVISED 7-1-2020 - 20-00146 - Idaho Central Storage - RemodelElevations
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 Plan
A3-Floor Plan
A4-Cross Section
A5-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
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NEW CONSTRUCTION=1360
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Front Elevation
Back Elevation
Right ElevationLeft Elevation
Existing 6:12 Roof Pitch
Existing 8' & 12' Main Walls
Existing 30" Min. Foundation Depth
06-25-2020
Match Existing Siding
Match Existing Roofing
12
Match Existing
Roof Pitch
12
'
8'
Foundation Plan
Scale: 1/4"=1'-0" 36"x24" Size PaperScale: 1/8"=1'-0" 17"x11" Size Paper
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PAGE LAYOUT
A1-Elevations
A2-Foundation Plan
A3-Floor Plan
A4-Cross Section
A5-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
NEW CONSTRUCTION=1360
20
8
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Existing Slab on Grade
65'
40
'
65'
40
'
06-25-2020
Area for Vehicle Lift
Floor Drain to
Oil/Grease Separator
20'5'-4"
11
'
8'
36"x36"x12" Footer
For Truss Modification
-Truss Engineers to
Determine Location
24"x24"x8" Footer
For Vehicle Lift
24"x24"x8" Footer
For Vehicle Lift
12' Main Walls
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.
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
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
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 Plan
A3-Floor Plan
A4-Cross Section
A5-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
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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
NEW CONSTRUCTION=1360
20
8
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04-22-2020
2868
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4030 SV
4030 SV
2x6 Wall
Area for Vehicle Lift
Floor Drain to
Oil/Grease Separator
Shop Sink to
Oil/Grease Separator
4'
11
'
6'
11
'
8'
40
'
10'10'10'1'-10"8'-2"
10'30'
40'
16
'
10
'
6'
24
'
40
'
30'
10'10'10'
10'40'
20'4'-4"5'
11
'
7'-
8
"
36"x36"x12" Footer
For Truss Modification
-Truss Engineers to
Determine Location
24"x24"x8" Footer
For Vehicle Lift
24"x24"x8" Footer
For Vehicle Lift
New Office
9'-8" x 9'-8"
10 CFM Fresh Air
12' Flat Ceiling
New Bath
50 CFM
5'
1'-8"
New 2 Car
Shop
1200 Square Feet
25'
65'
Exhaust Hose
Oil/Grease
Separator Tank
Existing
Storage
Building
S-1 Occupancy
Type V-B
Occupancy Load 14
Existing
Storage
Garage
06-25-2020
12' Main Walls
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
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
Ceiling Mounted
Gas Heater
125,000 BTU
4030 SV
Oil/Grease
Separator Tank
4030 SV
25'
40
'
Existing Walls
and Garage
Doors to be
Demolished
10'10'10'10'
25'
65'
40
'
10'10'10'10'40'25'
65'
40'
Demo Plan
Scale: 1/8"=1'-0" 36"x24" Size Paper
Scale: 1/16"=1'-0" 17"x11" Size Paper
Cross Section
Interior Walls:
Exterior Walls:
Soffit System:
A
C
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
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 Existing 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
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 Plan
A3-Floor Plan
A4-Cross Section
A5-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
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h
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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
NEW CONSTRUCTION=1360
20
8
.
5
2
4
.
2
8
8
0
N EE
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Rev Rev
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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
Metal Siding 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
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
04-22-2020
(2) #4 Rebar
Horiz. Cont.
(2) #4 Rebar
Horiz. Cont.
10
'
-
7
1
/
2
"
12
'
3'-
4
"
8"
22
'
-
7
1
/
2
"
25
'
-
1
1
1
/
2
"
26
'
-
7
1
/
2
"
AA
BB
CC Shop
06-25-2020
Plot Plan
Scale: 1/16" =1'-0" D Size Paper
Scale: 1/32" =1'-0" B Size Paper
RPR000K0012971
Klingler Addition To Rexburg
N 15 Rods
W 6.5 Rods
Lot 4 Block 1
Madison County/Rexburg, Idaho
NORTH
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PAGE LAYOUT
A1-Elevations
A2-Foundation Plan
A3-Floor Plan
A4-Cross Section
A5-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
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h
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S
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d
a
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D
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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
NEW CONSTRUCTION=1360
20
8
.
5
2
4
.
2
8
8
0
N EE
D
AH
OU
S
E
P LA
N
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C
O
M
Rev Rev
A5
of
Rev
Br
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c
e
K
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n
Al
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S
h
o
p
PE
R
M
I
T
S
E
T
04-22-2020
06-25-2020
26'
6'
20'26'
11'
32'52'40'97'30'40'
40
'
25
'10
'
31
'
65
'
30
'
35
'
11
t
h
S
o
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t
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Bu
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Ex
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Bu
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Ex
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Bu
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Location
of New
Remodel
Existing
Building
380'
10
6
'
380'
10
6
'
10
'