HomeMy WebLinkAboutGARAGE LATERAL CALCULATIONS (12-6-19) - 19-00708 - Reeser - 1196 Torrey Ln - New SFR
HUNTER RESIDENCE
PARTIAL STRUCTURAL DESIGN CALCULATIONS
FOR THE
LATERAL DESIGN OF THE GARAGE AREA ONLY
TO BE LOCATED AT
THE CORNER OF FOXHILL DRIVE & PLEASANT RUN CIRCLE
RIGBY, IDAHO
Prepared For:
Stoker Contracting
Rigby, Idaho
Designed By:
Mark D. Andrus, PE
Project #19244
TABLE OF CONTENTS
DESCRIPTION SHEET
General Design Criteria 1.1
Reduced Copy of Redlines 2.1
Lateral Design (seismic & wind) 3.1 – 3.14
G & S Structural Engineers
505 Lindsay Boulevard
Idaho Falls, ID 83402
Telephone: (208) 523-6918 E-mail: gs@gsengineers.net Fax: (208) 523-6922
12-6-19
G & S Structural Engineers
505 Lindsay Boulevard
Idaho Falls, ID 83402
Telephone: (208) 523-6918 E-mail: gs@gsengineers.net Fax: (208) 523-6922
GENERAL DESIGN CRITERIA
Project: Hunter Residence (Project 19244)
Location: Rigby, Idaho
Building Code: 2015 International Building Code (IBC)
Design Loads:
Roof: Snow Load (SL): 35 PSF
Dead Load (DL): 20 PSF
Garage: 4” concrete slab on grade
Wind: 115 mph 3-second wind gust (Ultimate)
90-mph 3-second gust (Nominal)
Exposure C
Risk Category II
Seismic: SS = 43.6 % g SDS = 0.422 g
S1 = 15.3 % g SD1 = 0.223 g
Site class D
Design Category D
Risk Category II
Importance Factor: IE = 1.0
R = 6.5, Light framed wood bearing shear walls with OSB wall sheathing
V = 0.065 W
20% of snow weight was considered for seismic load calculations
Sheet 2.1
Co
p
y
r
i
g
h
t
S
u
n
d
a
n
c
e
D
r
a
f
t
i
n
g
&
D
e
s
i
g
n
2
0
1
7
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
2012 IRC, Section R106 and R311.6
Saftey Glazing 2012 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.
Furnace:
Location of furnace and water heater 2012 IRC, Section R106,
and M1305
Elevate all sources of ignition in the garage a min. of 18" above the floor
2012 IRC, Sections R106, and M1307.3
Provide a protection post in the garage to prevent vehicle damage to furnace
and water heater. 2012 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.
2012 IRC, Section R106, R408.4 M1305.1.4
Smoke Alarms
2012 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
2012 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
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
2012 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.
IBWP 5_________
APA SIMPLIFIED WALL BRACING
IBWP 5-Interior Braced Wall Method 5
1/2" min. Gypsum See plan for length
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
ALL EXTERIOR WALLS ARE BRACED 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
2012 IRC, Section R106 and R311.6
Saftey Glazing 2012 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.
A3
Su
n
d
a
n
c
e
dr
a
f
t
i
n
g
&
d
e
s
i
g
n
PAGE LAYOUT
A1-Elevations
A2-Foundation/Basement 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
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
St
o
k
e
r
C
o
n
s
t
r
u
c
t
i
o
n
Hu
n
t
e
r
R
e
s
i
d
e
n
c
e
A5of
03-06-17
Co
p
y
r
i
g
h
t
S
u
n
d
a
n
c
e
D
r
a
f
t
i
n
g
&
D
e
s
i
g
n
2
0
1
7
Copyright Sundance Drafting and Design 2017
Copyright Sundance Drafting and Design 2017
1/8"=1'-0" UNO
9' Main Walls
8'-4" Basement Foundation Walls
Garage to Match Main TYP
TOTAL SQ. FTG.= 3399
MAIN FLOOR=1714
BASEMENT =1685 /1568 INTERIOR
GARAGE =1075
20
8
.
5
2
4
.
2
8
8
0
N EE
D
AH
OU
S
E
P LA
N
.
C
O
M
14'-10"
45
'
11'12'-2"
27'-2"
42'
14
'
-
2
"
5'
13
'
-
4
"
12
'
-
6
"
16'-3"6'-7"4'-4"
6'-8"2'-8"
10
'
-
1
0
"
3'
-
5
"
3'
-
9
"
3'
-
8
"
4'
6'-1"5'-3"3'-6"
10
'
-
1
0
"
3'-8"3'
5'-6"5'-6"6'-1"6'-1"
2'-0 1/2"5'-7"
17
'
-
1
0
"
5'
Great Room
Dining
Entry
Bedroom 1
Bedroom 2
Master Bedroom
3068
2
8
6
8
DOWN
STAIRS
3050 SH
5050 SV
5050 SV
14'-4"
37'-6"32'
30
6
8
4'-1"3'-4"3'-6"3'-3"2'-10"
3'
-
3
"
2'
2'
-
6
"
2'
-
6
"
2'
-
4
"
9' Ceiling
9' Ceiling
9' Ceiling
33
'
69'-6"
8'-10"6'
3
'
-
0
1
/
2
"
2'-10"
2'
-
1
0
"
2'
-
4
"
Porch
3'-8"
2
'
-
1
0
"
2'
-
8
"
S
S
246
8
4040 T
9'
-
3
"
8'-6"3'-3"3'-1"
9' Flat Ceiling
2'
-
4
"
3
'
-
8
1
/
2
"
4040 SV T
3050 SH
2'
-
6
"
11
'
-
1
0
"
11' x 10'-2"
10'-8"x 11'
26
6
8
17'-8"x18'
11'-8"x10'
5'-2"9'-10"
2668
286
8
Pantry
14'-4"x15'
M. Bath
9' Flat Ceiling
9' Flat Ceiling
Hall
LN
4010 SV
28
6
8
S
4'
50 CFM
10
0
C
F
M
50 CFM
10 CFM Fresh Air
10 CFM Fresh Air
10 CFM Fresh Air
10 CFM Fresh Air
WIC
3050
3'-4"
26
6
8
26
6
8
26
6
8
26
6
8
5010 TRA
14'-10"
14'-8"
15
'
-
4
"
IBWP
IB
W
P
BWP BWP
BWP BWP
BW
P
5006 w 6" Arch Above
w/12 SLS
6'
7'-8"
12
'
-
1
0
"
3068
3'
-
5
"
3'
-
4
"
5'-10"2'-4"4'6'5'
2'
Utility
8'-8" x 11'-8"9' Flat Ceiling
50 CFM 80 WHF
Bath
11" Min. Step
206
8
2
0
6
8
2
0
6
8
2
0
6
8
3
0
6
8
DW
4'-6"
6'
3'4'
4'6'
16
'
-
6
"
19
'
17
'
-
2
"
9x8 OH Garage Door
12'-6"19'-6"
1'-6"1'-6"9'2'
16x8 OH Garage Door
16'2'
27'-6"
24'-2"3'-4"
12
'
-
6
"
4'
-
8
"
2'
-
6
"
2'
-
2
"
2'
2'
30503050 3050 3050
Vapor Barrier
OC GAS FP
40
4
0
16
'
-
6
"
16
'
-
6
"
2'1'-11"2'-5"
3068
11
"
M
i
n
11
"
M
i
n
5'
14
'
2'
-
6
"
5'
5'-4"
5'
-
6
"
4'-8"
11
'
-
8
"
2'-6"
2'
-
1
0
"
3'
1'
-
2
"
5'-8"
3'
-
8
"
5'-6"
Double
Wall
6'
-
2
"
2468 O
2x6 Wall
3 Car Garage
1075 Square Feet
3'
-
6
"
Contractor to locate exact
location of req'd 22" x 30"
Attic Access Point
Min. 30" Vert. Head Room
Clearance (2009-R807.1)
2x6 Wall
20min Fire Rated
1-3/8" Solid Door
or Equal
8'
-
1
0
"
2'-1
1
1
/
2
"
6'-1 1/2"
3'
x
3
'
M
i
n
S
CM
1'
-
7
"
1
'
-
5
"
8'-9 1/2"
8x8 Post
6"
ST
H
D
1
4
ST
H
D
1
4
ST
H
D
1
4
ST
H
D
1
4
S
T
H
D
1
4
S
T
H
D
1
4
S
T
H
D
1
4
S
T
H
D
1
4
At front wall provide 7/16" OSB on each side of wall. Fasten
with either 8d nails spaced at 6" o/c at panel edges and 12"
o/c at intermediate studs or 16 gage staples at 4" and 12"
o/c respectfully. Block horizontal panel joints with minimum
2x4 flat blocking.
Provide minimum (2)5/8" or (3)1/2" diameter anchor bolts
per wall segment with 3x3x1/4 plate washers and 2x
pressure treated sill plate.
Provide 7/16" OSB on exterior side of wall. Fasten
with either 8d nails spaced at 6" o/c at panel edges
and 12" o/c at intermediate studs or 16 gage staples
at 6" and 12" o/c respectfully. Block horizontal panel
joints with minimum 2x4 flat blocking.
Provide minimum 5/8" or 1/2" diameter anchor bolts
at 4'-0" o/c with 3x3x1/4 plate washers and 2x
pressure treated sill plate.
Simpson Strap-tie
holdown with double
2x stud column.
Typical 8 places
Hunter Residence
Partial Lateral Design - Garage Only
Redlined by G&S Structural Engineers
Project #19244
Mark Andrus
208-523-6918
December 6, 2019
S
h
e
e
t
2
.
1
Sheet 3.1
Sheet 3.2
Sheet 3.3
Sheet 3.4
Sheet 3.5
Sheet 3.6
Garage Roof Framing layout used for design
Sheet 3.7
Sheet 3.8
Sheet 3.9
Sheet 3.10
Sheet 3.11
Sheet 3.12
Sheet 3.13
Sheet 3.14