HomeMy WebLinkAbout009 FRAMING PLANSSS
SHEET NUMBER
S1.1
PIN
06079907238/50000
PROJECT NUMBER
SStewart
tudios
8645 SYPES CANYON ROAD
BOZEMAN, MT 59715
–––––––––––––––
PH: 406.581.5212
Printed: 8/11/21
2004
MILESTONES
Planning Permit Submittal:
10-13-2020
04-01-2021
06-30-2022
TRACY ADU423 NORTH TRACY AVENUEBOZEMAN, MT 59715COA (20-370) Approval:
11-18-2020
Building Permit Submittal:
03-15-2021
Plan Check Corrections
(Building Permit
Resubmittal): 08-10-2021
Signature
Date
Expires
B
A4.01
B
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1
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1
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A
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C
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C
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2
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5 1/8" x 9" GLB
5 1/8" x 9" GLB
Post
Dn
Post
Dn
Post
Dn
Post
Dn
Post
Dn
Post
Dn
Post
Dn
Post
Dn
(2) 2x6 HDR (2) 2x6 HDR (2) 2x6 HDR
(3) 2x6 HDR5 1/8" x 12" GLB HDR(2) 2x6 HDR
(2) 2x6 HDR
BEDROOM
BATHROOM
DINING
NOOK
KITCHEN
LIVING ROOM
WEST DECK
ENTRY
Floor Joists:
9 1/2" TJIs 210
@ 16" o.c.
14" TJI 360
@24" o.c. Blocking
14" TJI 360
@24" o.c. Blocking
2x6 @ 16" o.c.
Treated
Deck Support
Posts min. 4x4
Posts 4x4 min.;
1 of 3
2x6 @ 16" o.c.
Treated
2 ft sq. x 8" footing w/(3) #4 ea.
way, embed min. 4 ft into soil,
provide 12" round concrete col. w/
min. (4) #4 vert. reinforcements w/
(5) #4 closed ties evenly spaced.
Typical at all new post bases.
At these locations, Bigfoot type
Sonotube Base may be
substituted for square footing.5 1/8" x 12" GLB5 1/8" x 13 1/2" GLBAlign with Dining Nook Wall aboveAlign with Bedroom Wall above2x10 Treated Beam(3) 2x12 Treated Continuous Beam over middle Post3 1/8" x 16 1/2" GLB
3 1/8" x 16 1/2" GLB
(2) 2x12 HDR
(2) 2x8 HDR
(2) 2x12 HDR5 1/8" x 16 1/2" GLBB
A4.01
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A
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C
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STORAGE/
MECHANICAL
Existing
Greenhouse Space
Floor Joists:
14" TJIs 360 @
16" o.c.
MECH.GARDEN
W.C.
B
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1
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1
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A
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Outlookers over end
wall to first rafter @2'
in from outside of wall
5 1/8" x 16 1/2" GLB Ridge BeamPost
Dn
Post
Dn
STORAGE
Roof Rafters:
2x10 @ 24" o.c.
Roof Rafters:
2x10 @ 24" o.c.
RI
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6" min.07 26 11 Flashing
06 11 00 Sill Plate
New Hilti Quick Boltz TZ Sill
Anchorage at 32" o.c. with 4" min.
concrete embed. and placed in
center of existing wall
NOTES:
1. Existing f'c greater than 3000 psi adequate
per IRC Table R402.2.
2. Based on site observations, subgrade
bearing capacity conservatively assumed at
2500 psf.
3. Based on bearing capacity and IRC Table
R403.1(1), 12"x16" footing adequate.
4. Based on IRC R403.1.3.1, Table
R404.1.2(1), Table R404.1.2(8), R404.1.3.2.2,
and R404.1.4.2 wall adequate.
5. Based on governing codes and site
observations, SEOR accepts existing wall
condition.
Finish Grade; Slope min.
2% away from foundation
07 21 16 Rigid Insulation
Existing Concrete Wall
09 29 00 Gypsum
Board
07 21 16 Batt
Insulation
All wood, unless pressure-
treated to maintain a min.
clearance of 6" from grade, and
a min. 2" from conc. steps/slabs
#4 at 18" o.c. E.W. based on
industry practice
(2) #4 continuous at bottom of
footing based on industry
practice
N
1ST FL WALLS & 2ND FL FRAMING PLAN
Scale: 1/4" = 1'-0"
N
FNDTN & 1ST FL FRAMING PLAN
Scale: 1/4" = 1'-0"
N
ROOF FRAMING
Scale: 1/4" = 1'-0"Scale: 1 1/2"= 1'-0"
01 (E) FNDTN. WALL DTL.
**WHERE DETAIL NOT EXPLICITLY SHOWN,
CONTRACTOR SHALL REFERENCE IRC 2018.**
FRAMING NOTES:
GLULAM BEAMS:
All beams 24F-V4 Grade, DF/DF
OPENING HEADERS:
Sawn Lumber DF-L No.2
HDR!
!
TRIM STUDS!!
KING STUDS
(2) 2x6!!
!
(1)!
!
!
(1)
(2) 2x8 1/2!
!
(2)!
!
!
(2)
GLB!
!
!
(2)!
!
!
(3)
!!!!!!
LATERAL:
All exterior walls to be sheathed w/ 7/16" min. panels.
See detail for wall materials and attachment.
FASTENER:
See A1.04 & A1.05 for Fastener Schedule.
All fastening to meet the requirements of the 2018 IRC.
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