Attachment_2_-_Little_Sheep_Cabin_Drawings.pdf
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A U T O C A D
N A M E
A P P R O V E D
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SHEET OF
M A R K
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D A T E
A P P R O V E D
VICINITY MAPSTATE REFERENCE MAP
BEAVERHEAD COUNTY
U S D E P A
RT
ME
NT OF TH
E
IN
T E R
IO
R
M arch 3,184
DILLON FIELD OFFICE
UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
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LITTLE SHEEP CABIN RENOVATION
LIMA, MT
S
IT
E
7 MILES TO LIMA
M
ONTANA
COURTNEY
CARRIER
No. 15309PE
P R
O F
E S
S
I O N A L EN
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IN
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L I C E NS E D
DAVID A
PUGH
16736
KAL LLISPE ,
MT
SN
ED
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CI
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ARCHITE
C T
A N
S T
ATE OF MONTA
M
ONTANA
No. 73347PE
P R
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L I C E NS E D
THOMAS M
SAWYER
M
ONTANA
P R
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S
I O N A L EN
G
IN
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L I C E NS E D
MIKI IKEMOTO
BACKUS
No. 71878 PE
ARCHITECT
MECHANICAL ENGINEER STRUCTURAL ENGINEER
ELECTRICAL ENGINEERCIVIL ENGINEER
E No.14108 PE
T
L CE SEN DI
P
RIKD.GARBERG
ANANOM
FO
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LANO E
REENIGN
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M A N A G E M E N T
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T0.01 2
SHEET INDEX
SHEET # NUMBER NAME ISSUE DATE REVISION
ELECTRICAL
67 E0.01 ELECTRICAL NOTES & SPECS 11/22/21
68 E0.00 ELECTRICAL TITLE SHEET 11/22/21
70 E0.02 ELECTRICAL NOTES & SPECS 11/22/21
71 E0.10 ELECTRICAL SITE PLAN 11/21/21
72 E1.10D ELECTRICAL DEMO - BLDG A & B 11/22/21
73 E1.20D ELECTRICAL DEMO - BLDG C 11/22/21
74 E1.30D ELECTRICAL DEMO - BLDG D 11/22/21
75 E1.10 LIGHTING PLAN - BLDG A & B 11/22/21
76 E1.20 LIGHTING PLAN - BLDG C 11/22/21
77 E1.30 LIGHTING PLAN - BLDG D 11/22/21
78 E2.10 POWER PLAN - BLDG A & B 11/22/21
79 E2.20 POWER PLAN - BLDG C 11/22/21
80 E2.30 POWER PLAN - BLDG D 11/22/21
81 E5.00 ELECTRICAL DIAGRAMS 11/22/21
82 E8.00 ELECTRICAL SCHEDULES 11/22/21
83 E8.10 ELECTRICAL SCHEDULES 11/22/21
SHEET INDEX
SHEET # NUMBER NAME ISSUE DATE REVISION
33 S0.02 STRUCTURAL NOTES 11/22/21
34 S0.03 STRUCTURAL NOTES 11/22/21
35 S0.04 STRUCTURAL NOTES 11/22/21
36 S1.00 FOUNDATION - BLDG A 11/22/21
37 S1.10 FOUNDATION - BLDG D 11/22/21
38 S1.20 DECK FRAMING- BLDG A 11/22/21
39 S1.30 DECK FRAMING- BLDG D 11/22/21
40 S2.00 FRAMING PLAN - A & B 11/22/21
41 S2.10 FRAMING PLAN - BLDG C 11/22/21
42 S2.20 FRAMING PLAN - BLDG D 11/22/21
43 S3.00 STRUCTURAL DETAILS 11/22/21
44 S3.01 STRUCTURAL DETAILS 11/22/21
45 S3.02 STRUCTURAL DETAILS 11/22/21
46 S3.03 STRUCTURAL DETAILS 11/22/21
47 S3.04 STRUCTURAL DETAILS 11/22/21
48 S3.05 STRUCTURAL DETAILS 11/22/21
49 S3.06 STRUCTURAL DETAILS 11/22/21
50 S3.07 STRUCTURAL DETAILS 11/22/21
51 S3.08 STRUCTURAL DETAILS 11/22/21
MECHANICAL
52 M0.00 MECHANICAL TITLE SHEET 11/22/21
53 M0.10 MECHANICAL TITLE SHEET 11/22/21
54 M1.10D HVAC DEMO - BLDG A & B 11/22/21
55 M1.20D HVAC DEMO - BLDG C 11/22/21
56 M1.30D HVAC DEMO - BLDG D 11/22/21
57 M1.10 HVAC PLAN - BLDG A & B 11/22/21
58 M1.20 HVAC PLAN - BLDG C 11/22/21
59 M1.30 HVAC PLAN - BLDG D 11/22/21
60 M8.00 MECHANICAL SCHEDULES 11/22/21
PLUMBING
61 P0.00 PLUMBING NOTES 11/22/21
62 P0.01 PLUMBING LEGENDS 11/22/21
63 P1.10D PLUMBING DEMO - BLDG A & B 11/22/21
64 P1.20D PLUMBING DEMO - BLDG D 11/22/21
65 P1.10 PLUMBING PLAN - BLDG A & B 11/22/21
66 P7.00 PLUMBING DETAILS 11/22/21
67 P8.00 PLUMBING SCHEDULES 11/22/21
SHEET INDEX
SHEET # NUMBER NAME ISSUE DATE REVISION
TITLE
1 T0.00 TITLE SHEET 11/22/21
2 T0.01 DRAWING INDEX 11/22/21
3 T0.10 CODE REVIEW 11/22/21
CIVIL
4 C0.10 EXISTING SITE SURVEY AND
DEMOLITION PLAN
11/22/21
5 C1.10 SITE PLAN 11/22/21
6 C1.30 SITE GRADING PLAN 11/22/21
7 C1.31 STREAM GRADING DETAIL 11/22/21
8 C2.00 GENERAL NOTES AND DETAILS 11/22/21
9 C2.01 GENERAL NOTES AND DETAILS 11/22/21
ARCHITECTURAL
10 A0.00 ARCHITECTURAL NOTES 11/22/21
11 A1.00D DEMO PLAN BUILDING A & B 11/22/21
12 A1.10D DEMO PLAN BUILDING C 11/22/21
13 A1.20D DEMO PLAN BUILDING D 11/22/21
14 A1.00 FLR PLAN - BUILDING A & B 11/22/21
15 A1.01 STAIR RAIL DETAILS 11/22/21
16 A1.02 BUILDING B DETAILS 11/22/21
17 A1.10 FLR PLAN - BUILDING C 11/22/21
18 A1.20 FLR PLAN - BUILDING D 11/22/21
19 A3.00 ROOF PLAN - BUILDING A & B 11/22/21
20 A3.01 ROOF PLAN - BUILDING D 11/22/21
21 A4.00 EXTERIOR ELEVATIONS 11/22/21
22 A4.01 BUILDING A & B PHOTOS 11/22/21
23 A4.10 EXTERIOR ELEVATIONS 11/22/21
24 A4.11 BUILDING C PHOTOS 11/22/21
25 A4.20 EXTERIOR ELEVATIONS 11/22/21
26 A4.21 BUILDING D PHOTOS 11/22/21
27 A7.00 FLOOR FINISH PLAN 11/22/21
28 A7.10D DEMO INT. ELEV BLDG A 11/22/21
29 A7.10 INT. ELEVATIONS BUILDING A 11/22/21
30 A8.00 SCHEDULES 11/22/21
STRUCTURAL
31 S0.00 STRUCTURAL NOTES 11/22/21
32 S0.01 STRUCTURAL NOTES 11/22/21
UP
USE GROUP:
R-1 (RESIDENTIAL)
USE GROUP: R-1
(RESIDENTIAL)
USE GROUP: U
(UTILITY)
USE GROUP: U (UTILITY)
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T0.10
BUILDING REQUIREMENTS FROM THE
INTERNATIONAL BUILDING CODE 2018
USE AND OCCUPANCY CLASSIFICATION (CHAPTER 3):
RESIDENTIAL: R-1
UTILITY: U
SECTION 508.4 SEPARATED OCCUPANCIES: NO SEPARATION REQUIRED
TYPE OF CONSTRUCTION (CHAPTER 6): VB
TABLE 602: MINIMUM FIRE-RESISTANCE RATING REQUIREMENT FOR EXTERIOR WALLS BASESD ON
SEPARATION DISTANCE
>10’ = 0 HR RATING
FIRE AND SMOKE PROTECTION FEATURES (CHAPTER 7):
NO FIREWALLS, FIRE BARRIERS OR FIRE PARTITIONS REQUIRED.
INTERIOR FINISHES (CHAPTER 8):
ROOMS AND ENCLOSED SPACES: CLASS C
FIRE PROTECTION SYSTEMS (CHAPTER 9): AN NFPA 13 SPRINKLER SYSTEM IS NOT REQUIRED
MEANS OF EGRESS (CHAPTER 10):
1030.2 MINIMUM SIZE: EMERGENCY ESCAPE AND RESCUE OPENING MINIMUM SIZE SHALL HAVE NET CLEAR
OPENING OF 5.7 SQUARE FEET. GRADE FLOOR MINIMUM NET CLEAR OPENING SHALL BE 5 SQUARE FEET.
1030.2.1 MINIMUM DIMENSION: MINIMUM NET CLEAR HEIGHT DIMENSION SHALL BE 24 INCHES.
MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES.
1030.3 MAXIMUM HEIGHT FROM FLOOR: EMERGENCY ESCAPE AND RESCUE OPENINGS SHLL HAVE THE
BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES.
ACCESSIBILITY (CHAPTER 11):
1104.1 ACCESSIBLE ROUTES ARE REQUIRED FROM ACCESSIBLE PARKING/LOADING ZONES TO THE BUILDING
ENTRANCE.
1106.1 ACCESSIBLE PARKING SPACES: 1 REQUIRED
1110 SIGNAGE: SYMBOL OF INTERNATIONAL ACCESSIBILITY SHALL BE AT THE FOLLOWING LOCATIONS:
1. ACCESSIBLE PARKING SPACES
INTERIOR ENVIRONMENT (CHAPTER 12):
1208 INTERIOR SPACE DIMENSIONS: MINIMUM CEILING HEIGHT IS 7'-6".
ENERGY EFFICIENCY (CHAPTER 13):
2012 IECC
WALL R-VALUE: (WOOD FRAMED) R-21
ROOF: (INSULATION ENTIRELY ABOVE DECK) R-38 AVG.
ROOF: (INSULATION IN ATTIC SPACE) R-49
UNHEATED SLAB: R-10 FOR 24" BELOW SLAB
GLASS AND GLAZING (CHAPTER 24):
2406.4 HAZARDOUS LOCATIONS: HAZARDOUS LOCATIONS REQUIRE TEMPERED SAFETY GLAZING.
1. GLAZING IN DOORS
2. GLAZING WITHIN 2' HORIZONTALLY OF A DOOR WITH EXPOSED EDGE OF GLAZING LESS THAN
60" ABOVE WALKING SURFACE.
3. GLAZING IN WINDOWS MEETING ALL OF THE FOLLOWING CONDITIONS: INDIVIDUAL PANE
GREATER THAN 9 SF, BOTTOM EDGE OF GLAZING LESS THAN 18" AFF, TOP EDGE OF GLAZING
GREATER THAN 36" ABOVE THE FLOOR, AND WALKING SURFACE WITHIN 36" HORIZONTALLY
FROM THE PLANE OF GLAZING.
1/16" = 1'-0"
BUILDING D CODE REVIEW PLAN
1/16" = 1'-0"
BUILDING A & B CODE REVIEW PLAN
1/16" = 1'-0"
BUILDING C CODE REVIEW PLAN
1/16" = 1'-0"
BUILDING A LOFT CODE REVIEW
1/16" = 1'-0"
BUILDING D LOFT CODE REVIEW
MAIN FLR: 770 SQ. FT.
LOFT: 128 SQ. FT.
667 SQ. FT.
MAIN FLOOR: 264 SQ. FT.
LOFT: 71 SQ. FT.
153 SQ. FT.
BUILDING D
FF: 6712.24'
BUILDING A
FF: 6712.13'
LATRINE
BUILDING
C
IE: 6708.56'
IE: 6708.07'
36" CMP
" C
M P
IE: 6705.52'
IE: 6705.11'
WELL
CP-5
CP-2
CP-1
CP-3
CP-4
FOOTBRIDGE
RAILROAD TIE
RETAINING
WALL
STONE
FIRE RING
670967
LITTLE SHEEP CREEK ROAD
GATE
LITTLE SHEEP CREEK
PIPE IN
CHANNEL
EXISTING
PROPANE
TANK
EXISTING
PROPANE
TANK
BUILDING
B
EARTHWORK
DISTRUBANCE
LIMITS
EARTHWORK
DISTRUBANCE
LIMITS
EARTHWORK
DISTURBANCE
LIMITS
DEMO NOTES:
1. DISTURBANCE AREA OF EXISTING BUILDINGS TO BE RAISED
2. DEMO EXISTING CONCRETE (340 SF)
3. REMOVE EXISTING PROPANE TANK AT BUILDING D AND
STOCKPILE APPROPRIATELY: COORDINATE WITH MECHANICAL
4. REMOVE AND RELOCATE EXISTING PROPANE TANK BEHIND
BUILDING C (REFER TO SHEET C1.10) FOR NEW LOCATION:
COORDINATE WITH MECHANICAL
5. REMOVE AND PROPERLY DISPOSE OF EXISTING 36" CMP
CULVERT
GENERAL NOTES:
1. PROTECT EXISTING RAILROAD TIE RETAINING WALL
BASIS OF SURVEY
THIS PROJECT WAS SURVEYED ON THE MONTANA STATE PLANE
COORDINATE SYSTEM USING RTK GPS AND ADJUSTED PER AN NGS
OPUS REPORT FOR CONTROL POINT CP 2. THE GEODETIC DATUM IS
NAD83(CONUS). THE VERTICAL DATUM IS NAVD 88 (GEOID 18).
HORIZONTAL UNITS ARE INTERNATIONAL. VERTICAL UNITS ARE U.S.
SURVEY FEET.
BASIS OF BEARING IS GRID NORTH. PROJECT COORDINATES ARE AT
GROUND.
POINT CP-2:
STATE PLANE COORDINATES:
N: 137959.767' E: 1138495.171'
ELEV.: 6716.066'
COMBINED SCALE FACTOR: 0.99995710
CONVERGENCE: -2.33021111
POINT COORDINATE TABLE
POINT
NORTHING
137860.41
137959.77
137743.25 137764.65
137895.61
EASTING
1138420.62
1138495.17
1138484.30 1138535.69
1138216.26
ELEVATION
6711.54
6716.07
6710.96 6710.65
6722.84
DESCRIPTION
SPIKE
1/2 JEA CP
SPIKE
SPIKE
1/2 JEA CP
BU
RE
AU
O
F
LA
N D
M
AN
AG
EM
EN
T
U .S
. D
EP
AR
TM
EN
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TH
E
IN
TE
RI
O
R
AP
PR
O
VE
D
BY
AU
TO
CA
D
N
AM
E:
DE
SI
GN
ED
B Y:
DR
AW
N B
Y:
CH
EC
KE
D
BY
DE
SI
GN
O
FF
IC
E:
M
AR
K
RE
VI
SI
O N
DA
TE
AP
PR
O
VE
D U
N
IT
ED
S
TA
TE
S
DE
PA
RT
M
EN
T O
F
TH
E
IN
TE
RI
O R
BU
RE
AU
O
F
LA
N D
M
AN
AG
EM
EN
T
SHEET OF
/0
1/
S
U
BM
IT
TA
L
/3
0/
S
U
BM
IT
TA
L
/0
3/
5% S
U
BM
IT
TA
L
EX
IS
TI
N G
S
IT
E
SU
RV
EY
A N
D D
EM
O
PL
A
N
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
ED
G
ED
G
JA
C
LI
TT
LE
S
HE
EP
C
AB
IN
R
EN
O
VA
TI
O N
M O
N
TA
N A
W F
O
RK
L
IT
TL
E
SH
EE
P
CR
EE
K
1 1" = 30'
EXISTING SITE SURVEY AND DEMO PLAN
-15 15 30
SCALE: 1" =
30'
C0.10 83
S U
B M
IT
T
A L
/2
/2
LATRINE
BUILDING
C
670967
BUILDING
B
BUILDING A
RAISED FF:6714
BUILDING D
RAISED FF:
6714.74'
GAS
GAS
UP
U P
UP
UP
UP
UP
UP
UP
UP
(OHP)5.00'
45.87'
25.97'
5.29'
39.45'
20.00' 8.00'
24.19'
16.00'
5.00'
KEYNOTES:
1. NEW ADA DESIGNATED PARKING STALL W/SIGNAGE
2. NEW ADA ACCESS SURFACE AS PER ABA OUTDOOR OUTDOOR
DEVELOPED AREAS GUIDE PER DTL. 2/C2.00
3. NEW ADA PARKING SIGN PER DTL. 1/C2.00
4. NEW CONCRETE SLAB
5. RELOCATE EXISTING PROPANE TANK TO COMPLY WITH NFPA
58, > 10' FROM ELECTRICAL PANEL
6. STACKED RETAINING WALL PER DTL. 1 AND 2/C2.01, COLOR:
HARVEST. SEE SPEC SECTION 323223
7. STAIRCASE SEE STRUCTURAL
8. HYDROSEED DISTURBED AREAS WITH SEED MIX TO MATCH
EXISTING GRASSES AT SITE (2000 SF)
9. UNDERGROUND POWER (SEE ELECTRICAL SITE PLAN)
10. EXPOSED EMT CONDUIT (SEE ELECTRICAL SITE PLAN)
11. MAINTAIN 24" UTILITY SEPARATION
12. MINOR STREAM RESTORATION PER CONSERVATION DISTRICT
13. ADA LANDING
GENERAL NOTES:
1. FILED VERIFY EXISTING LOCATION OF GAS LINE TO CABIN AND
EXTEND ACCORDINGLY
2. BURY CONDUIT AT A MINIMUM OF 18” DEEP. COMPLY WITH
ALL TRENCHING AND BACKFILLING REQUIREMENTS.
1 1" = 20'
SITE PLAN
1/
S
U
BM
IT
TA
L
/3
0/
S
U
BM
IT
TA
L
/0
3/
5% S
U
BM
IT
TA
L
SI
TE
P
LA
N
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
ED
G
ED
G
ED
G
LI
TT
LE
S
HE
EP
C
AB
IN
R
EN
O
VA
TI
O N
M O
N
TA
N A
W F
O
RK
L
IT
TL
E
SH
EE
P
CR
EE
K
C1.10-10 10 20
SCALE: 1" =
20'
S U
B M
IT
T
A L
/2
/2
LATRINE
BUILDING
C
670967
LITTLE SHEEP CREEK
BUILDING
B
BUILDING A
RAISED FF:6714
BUILDING D
RAISED FF:
6714.74'
6711.66(e)
09 67
6705.56
6705.18
6714.74 6714.74
6714.74
6712.45(e)
6711.11(e)
6710.84(e)
6714.00 6712.07(e)
6710.77(e) 6714.00
6714.00
6714.00 6714.00
6714.00
6714.00
6714.00 6714.00
6714.00
6711.56 6714.00 -8
.1
-7.3%
6712.58
6713.50
6714.00
6713.50
6714.006712.58 6712.08
6710.26(e) 6710.60(e)
-0 .8
%0.2%
6710.94(e)
6714.74
6714.24
6713.32 -33.3%
6713.30 6713.326714.74
6714.24
6714.24 6713.32
LEGEND:
DESIGN SPOT GRADE
EXISTING SPOT GRADE2979.04(e) 2979.73
1 1" = 30'
SITE GRADING PLAN
1/
S
U
BM
IT
TA
L
/3
0/
S
U
BM
IT
TA
L
/0
3/
5% S
U
BM
IT
TA
L
SI
TE
G
RA
D
IN
G P
LA
N
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
ED
G
ED
G
JA
C
LI
TT
LE
S
HE
EP
C
AB
IN
R
EN
O
VA
TI
O N
M O
N
TA
N A
W F
O
RK
L
IT
TL
E
SH
EE
P
CR
EE
K
C1.30
VOLUME AND QUANTITY SUMMARY
SURFACE NAME CUT (CY) FILL (CY) NET (CY) DESCRIPTION
TOTAL VOLUMES 25 (STREAM) 267 (BUILDINGS) 242 (FILL)
COMPARES EXISTING
CONTOURS TO
FINISHED GRADE
CONTOURS
EARTHEN MATERIAL 0 229 229 (FILL) SITE FILL
ADA GRAVEL BASE 0 8 8 (FILL) ACCESS RAMP BASE
ADA GRAVEL SURFACE 0 5 5 (FILL) RAMP SURFACE
15-15 30
SCALE: 1" =
30'
S U
B M
IT
T
A L
/2
/2
LEGEND
DESIGN SPOT GRADE
EXISTING SPOT GRADE2979.04(e) 2979.73
670967
LITTLE SHEEP CREEK
BUILDING D
RAISED FF:
6711.66(e)
09 67
6705.56
6705.18
0+00
0+60
BP: 0+00.00
EP: 0+60.00
SL-2
SL-3
SL-4
6714.74 6714.74
6712.45(e) 6714.24
6714.24
6714.24 6713.32
0+20
6700.00
6705.00
6710.00
6715.00
6700.00
6705.00
6710.00
6715.00
0.00 10.00 20.00 30.000.00-10.00-20.00-30.00
0+30
6700.00
6705.00
6710.00
6715.00
6700.00
6705.00
6710.00
6715.00
0.00 10.00 20.00 30.000.00-10.00-20.00-30.00
0+40
6700.00
6705.00
6710.00
6715.00
6700.00
6705.00
6710.00
6715.00
0.00 10.00 20.00 30.000.00-10.00-20.00-30.00
.0
.0
.6
.5
.1
.1
DESIGN
EXIST.
DESIGN
DESIGN
EXIST.
EXIST.
1 1" = 30'
STREAM GRADING DETAIL
-15 10 20
SCALE: 1" =
30'
1/
S
U
BM
IT
TA
L
/3
0/
S
U
BM
IT
TA
L
/0
3/
5% S
U
BM
IT
TA
L
ST
RE
A M
G
RA
D
IN
G D
ET
A
IL
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
ED
G
ED
G
JA
C
LI
TT
LE
S
HE
EP
C
AB
IN
R
EN
O
VA
TI
O N
M O
N
TA
N A
W F
O
RK
L
IT
TL
E
SH
EE
P
CR
EE
K
C1.31 83
S U
B M
IT
T
A L
/2
/2
TYPICAL HANDICAP PARKING SIGN1 3/4" = 1'-0"
RESERVED
PARKING
VAN
ACCESSIBLE
8"
2' -6
5' -0
" M
IN
RT-801
RT-801A
GRADE
6"
7' -0
" M
AX
CONCRETE SONO-TUBE
2" GALVANIZED PIPE INSTALLED
PLUMB (OMIT AND INSTALL ON
BUILDING IF APPLICABLE)
3/4" MINUS ANGULAR CRUSHED BASE COMPACTED TO 95% MAX DRY DENSITY
ADA ACCESS SURFACE 2 1/4" = 1'-0"
6" MINIMUM BASE COURSE COMPACTED TO 95% DRY DENSITY PER AASHTO T-99
2% SLOPE IN DIRECTION OF DRAINAGE, 8% MAX IN THE DIRECTION OF TRAVEL
VARIES, REFER TO PLAN (SHEET C1.10)
4" THICK MINIMUM LAYER
COMPACTED NATIVE TO 95% MAX DRY DENSITY PER ASTM D698
62%
MAX
8%
MAX
1/
S
U
BM
IT
TA
L
/3
0/
S
U
BM
IT
TA
L
/0
3/
5% S
U
BM
IT
TA
L
G
EN
ER
A
L N
O
TE
S A
N D
D
ET
A
IL
S
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
ED
G
ED
G
JA
C
LI
TT
LE
S
HE
EP
C
AB
IN
R
EN
O
VA
TI
O N
M O
N
TA
N A
W F
O
RK
L
IT
TL
E
SH
EE
P
CR
EE
K
C2.00 83
S U
B M
IT
T
A L
/2
/2
TYPICAL GRAVITY WALL SECTION -1" SETBACK
NTS
FINISHED GRADE
UNREINFORCED CONCRETE OR
CRUSHED STONE LEVELING PAD
KEYSTONE CAP UNIT
KEYSTONE COMPAC III UNIT
APPROXIMATE
LIMITS OF
EXCAVATION
LOW PERMEABLE
SOIL
24" 8"
1"-1 1/4"
DE
SI
GN
H
EI
GH
T N
TS
TYPICAL GRAVITY WALL SECTION -1" SETBACK1 NTS
LEVELING PAD DETAIL2 NTS
1/
S
U
BM
IT
TA
L
/3
0/
S
U
BM
IT
TA
L
/0
3/
5% S
U
BM
IT
TA
L
G
EN
ER
A
L N
O
TE
S A
N D
D
ET
A
IL
S
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
ED
G
ED
G
JA
C
LI
TT
LE
S
HE
EP
C
AB
IN
R
EN
O
VA
TI
O N
M O
N
TA
N A
W F
O
RK
L
IT
TL
E
SH
EE
P
CR
EE
K
C2.01 83
S U
B M
IT
T
A L
/2
/2
T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
C h e ck e r
A u th o r
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
A u th o r
C h e ck e r
:3
A R
C H
IT
E
C T
U R
A L
N O
T E
S
LI
T T
LE
S
H E
E P
C A
B
IN
R E
N O
V A
T
IO
N
A0.00
SHEET WHERE ITEM IS CUT
ITEM IDENTIFICATION
AX.X
XX
AX.X
XX
XX
AX.X
XX
AX.X
DETAIL
ELEVATION
ROUGH WOOD
SECTION
XXX
X
UNDISTURBED EARTH
WALL TYPE
REVISION NUMBER
ROOM NUMBER
DOOR NUMBER
WINDOW TYPE
PLYWOOD
METAL
RIGID INSULATION
BATT INSULATION
FINISHED WOOD
STRUCTURAL FILL
BLOCKING
SAND,
PLASTER,
GROUT
AND&
ANGLEL
AT@
CENTERLINECL
CHANNELu
DIAMETERO
PLATEPL
ABBREVIATIONSSYMBOLS & MATERIALS
SYMBOLS USED AS
ABBREVIATIONS
AFF
ACT
ADJ
AB
ALUM
ALT
ANOD
APPROX
ARCH
B
BSMT
BATH
BM
BRG
BEDRM
BLDG
BO
BOT
B.O.D
BN
BS
C
CPT
CLG
CT
CLR
CLST
COL
CONC
CONST
CONT
CONTR
CORR
CJ
CMU
D
DEMO
DTL
DIA
DIM
DW
DIV
DL
DR
DN
DS
DWG
DF
D
E
EA
E
ELEC
ELEV
EQ
EQUIP
EXIST
EXP
EJ
EXT
F
FOB
ABOVE FINISH FLOOR
ACOUSTICAL CEILING TILE
ADJUSTABLE
ANCHOR BOLT
ALUMINUM
ALTERNATE
ANODIZED
APPROXIMATE
ARCHITECT
BASEMENT
BATHROOM
BEAM
BEARING
BEDROOM
BUILDING
BOTTOM OF
BOTTOM
BASIS OF DESIGN
BOUNDARY NAILING
BOTH SIDES
CARPET
CEILING
CERAMIC TILE
CLEAR
CLOSET
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTRACT, CONTRACTOR
CORRIDOR
CONTROL JOINT
CONCRETE MASONRY UNIT
DEMOLISH, DEMOLITION
DETAIL
DIAMETER
DIMENSION
DISHWASHER
DIVISION
DEAD LOAD
DOOR
DOWN
DOWNSPOUT
DRAWING
DRINKING FOUNTAIN
DRYER
EACH
EAST
ELECTRIC
ELEVATION, ELEVATOR
EQUAL
EQUIPMENT
EXISTING
EXPANSION
EXPANSION JOINT
EXTERIOR
FACE OF BRICK
FOC
FOM
FOS
FIN
FF
FEC
FL
FLR
FD
FT
FTG
FND
FURN
FUT
FBO
FRP
G
GA
GALV
GEN
GL
GWB
GYPC
H
HALL
HDW
HVAC
HT
HM
HORIZ
HWT
HR
I
IBC
INCL
INFO
ID
INSUL
INT
J
JAN
JC
JT
K
KIT
L
LBL
LAM
LNDRY
LVL
LL
LR
LOC'N
M
MFR
FACE OF CONCRETE
FACE OF MASONRY
FACE OF STUDS
FINISH
FINISH FLOOR
FIRE EXTINGUISHER/AND
OR CABINET
FLASHING
FLOOR
FLOOR DRAIN
FOOT, FEET
FOOTING
FOUNDATION
FURNITURE
FUTURE
FURNISHED BY OTHERS
FIBER REINFORCED PANEL
GAUGE
GALVANIZED
GENERAL
GLASS
GYPSUM WALL BOARD
GYPCRETE
HALLWAY
HARDWARE
HEATING, VENTILATING, & AIR
CONDITIONING
HEIGHT
HOLLOW METAL
HORIZONTAL
HOT WATER TANK
HOUR
INTERNATIONAL BUILDING CODE
INCLUDE, INCLUDED (ING)
INFORMATION
INSIDE DIAMETER
INSULATE,INSULATION
INTERIOR
JANITOR
JANITOR'S CLOSET
JOINT
KITCHEN
LABEL
LAMINATED
LAUNDRY
LEVEL
LIVE LOAD
LIVING ROOM
LOCATION
MANUFACTURER
MASONRY
MASONRY OPENING
MATERIAL
MAXIMUM
MECHANICAL, MECHANICAL ROOM
METAL
MINIMUM
MIRROR
MISCELLANEOUS
NOMINAL
NORTH
NOT APPLICABLE
NOT IN CONTRACT
NOT TO SCALE
NUMBER
ON CENTER
OFFICE
OPENING
OPPOSITE
OUTSIDE DIAMETER
OUTSIDE FACE
OUT TO OUT
PAINT, PAINTED
PANEL
PHASE
PLASTIC LAMINATE
PLATE
PLYWOOD
POLYVINYL CHLORIDE
PREFINISHED
PROPERTY
QUANTITY
RADIUS
RAIN WATER LEADER
REFERENCE
REINFORCE, REINFORCEMENT
REFLECTED CEILING PLAN
REQUIRED
REQUEST FOR INFORMATION
REVISION
RISER
ROOF DRAIN
ROOM
ROUGH OPENING
SCHEDULE
SECTION
SHEATHING
SIMILAR
SLAB ON GRADE
SOUTH
SPECIFICATION
SQUARE
STANDARD
STEEL
STORAGE
MAS
MO
MATL
MAX
MECH
MTL
MIN
MIRR
MISC
N
NOM
N
NA
NIC
NTS
NO
O
OC
OFF
OPG
OPP
OD
OF
O/O
P
PNT
PNL
PH
P-LAM
PL
PLYWD
PVC
PREFIN
PROP
Q
QUAN
R
RAD
RWL
REF
REINF
RCP
REQ'D
RFI
REV
R
RD
RM
RO
S
SCHED
SEC
SHTG
SIM
SOG
S
SPEC
SQ
STD
STL
STOR
NORTH ARROW
STEEL
GRAVEL
BRICK VENEER
POURED CONCRETE
CONCRETE BLOCK VENEER
EIFS
KEY NOTE
DEMOLITION NOTE
FINISH TAG
XX
X
X
X
X
SPRAYFOAM INSULATION
DISTURBED EARTH
STRUCTURAL
SQUARE FEET
TELEPHONE
TELEVISION
TEMPERED, TEMPORARY
TONGUE AND GROOVE
TOP OF BRICK
TOP OF SLAB
TOP OF WALL
TOP OF MASONRY
TREAD
TYPICAL
UPWARD ACTING SECTIONAL DOOR
UNIFORM BUILDING CODE
UNLESS NOTED OTHERWISE
UTILITY
VAPOR BARRIER
VENEER
VERTICAL
VERTICAL GRAIN
VINYL COMPOSITION TILE
WAINSCOT
WATER CLOSET
WINDOW
WATERPROOF (ING)
WEATHER RESISTANT BARRIER
WELDED WIRE FABRIC
WELDED WIRE MESH
WEIGHT
WEST, WASHER
WITH
WASHER / DRYER
STRUCT
SF
T
TEL
TV
TEMP
T&G
TOB
TOS
TOW
TOM
T
TYP
UAS
UBC
UNO
UTIL
V
VB
VNR
VERT
VG
VCT
W
WSCT
WC
WIN
WP
WRB
WWF
WWM
WT
W
W/
W/D
X.XX - S
X'-X"
ROOM FINISH KEY
CLG
FLR
WALL S
WALL
E
WALL N
WALL
W
NOTES
BASE
NOTES
DUGOUT
STORAGE
LIVING
DINING
KITCHEN
BEDROOM
RR
BREEZEWAY
A7.10D 3
A7.10D
LOFT
A7.10D
DEMO PLAN LEGEND
DEMO ITEMS
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
D P
IS
T
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
IS
T
D P
:3
D E
M O
P
LA
N B
U
IL
D
IN
G A
B
LI
T
T
LE
S H
E E
P C
A B
IN
R
E N
O V
A T
IO
N
A1.00D1/8" = 1'-0"
DEMO FLOOR PLAN - BUILDING A & B (MAIN CABIN)
BUILDING A & B DEMO KEYNOTES
1 DEMO EXISTING WINDOW. DEMO WALL PER 1/A7.10D.
2 DEMO EXISTING SINK, TOILET, SHOWER, AND WING WALL AT THE
SHOWER. BATHROOM SHALL BE CONVERTED TO A STORAGE
ROOM.
3 DEMO EXISTING THRESHOLD. REMOVE EXISTING DOOR KNOB
HARDWARE.
4 DEMO DOOR TO BE REINSTALLED 18" CLOSER TO KITCHEN TO
PROVIDE CLEARANCE FOR STAIR.
5 REMOVE BOARD INSULATION FROM INSIDE DUGOUT STORAGE
6 DEMO EXISTING WOOD STOVE
7 DEMO EXISTING DECK, SONO TUBE FOUNDATIONS, AND
OVERHANG ABOVE. SALVAGE METAL ROOF PANELS.
8 DEMO EXISTING CONCRETE SLAB AND ROOF ABOVE. SALVAGE
METAL ROOF PANELS.
9 DEMO EXISTING FOUNDATION OF BUILDING A
10 CUT DOWN DOOR TO NEW BREEZEWAY F.F. ELEVATION
1/8" = 1'-0"
DEMO FLOOR PLAN - BUILDING A LOFT
EQUIP STORAGE SHOP
DEMO PLAN LEGEND
DEMO ITEMS
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
D P
IS
T
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
IS
T
D P
:3
D E
M O
P
LA
N B
U
IL
D
IN
G C
LI
T
T
LE
S H
E E
P C
A B
IN
R
E N
O V
A T
IO
N
A1.10D1/8" = 1'-0"
DEMO FLOOR PLAN - BUILDING C (MAINTENANCE BLDG.)
BUILDING C DEMO KEYNOTES
1 DEMO LEAN TO
2 REMOVE AND REPLACE WARPED AND SWOLLEN OSB
ON GABLE ENDS
SLEEPING
DECK
LOFT
OPEN TO BELOW
ROOF BELOW
1A1.20D 3
DEMO PLAN LEGEND
DEMO ITEMS
2' - 6"
DEMO LOG WALL FOR
WINDOW ROUGH OPENING
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
D P
IS
T
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
IS
T
D P
:3
D E
M O
P
LA
N B
U
IL
D
IN
G D
LI
T
T
LE
S H
E E
P C
A B
IN
R
E N
O V
A T
IO
N
A1.20D
1/8" = 1'-0"
DEMO FLOOR PLAN - BUILDING D (BUNK HOUSE)
BUILDING D DEMO KEYNOTES
1 DEMO WINDOW AND LOG WALL. SEE INTERIOR
ELEVATION
2 DEMO EXISTING DECK, SONO TUBE FOUNDATIONS, AND
OVERHANG ABOVE. SALVAGE METAL ROOF PANELS
3 DEMO EXISTING DECK AND SONO TUBE FOUNDATIONS.
4 DEMO EXISTING FOUNDATION OF BUILDING D
1/8" = 1'-0"
DEMO FLOOR PLAN - BUILDING D LOFT (BUNK HOUSE)
133/8" = 1'-0"
DEMO ELEVATION - BUILDING D
A4.00 1
A4.00
A4.002
A4.00
A4.00 5
BUILDING A BUILDING B
BEDROOM
BREEZEWAY
DUGOUT
STORAGE
LIVING
DINING
KITCHEN MUD
CLOSET
/4
7' - 4" 4' - 3" 6' - 9" 4' - 8" 7' - 4"
23' - 0"
E X
IS
T
IN
G
EXISTING
15' - 8"
E X
IS
T
IN
G
12' - 6"
A7.10 3
A7.10
A1.02
A1.01
4' - 5"
A7.10
LOFT
OPEN TO BELOW
11' - 6" 11' - 6"
" A7.10
A1.01
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
D P
IS
T
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
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IS
T
D P
:3
F
LR
P
LA
N
B U
IL
D
IN
G
A
B
LI
T T
LE
S
H E
E P
C A
B
IN
R E
N O
V A
T
IO
N
A1.001/8" = 1'-0"
FLOOR PLAN - BUILDING A & B (MAIN CABIN)
GENERAL NOTES:
A. PROVIDE SHEATHING, SIDING, FLASHING ON
EXTERIOR WALLS AND ROOF TO ENSURE
BUILDING ENVELOPE IS COMPLETELY SEALED
B. ALL DOORS TO RECEIVE NEW ADA
ACCESSIBLE HARDWARE LEVER HANDLES.
SEE SPECIFICATION SECTION 08.7100.0027
C. 2" RIGID INSULATION TO BE INSTALLED AT
PERIMETER OF FOUNDATION. SEE DETAIL
1/S3.02.
D. INSTALL FIRE EXTINGUISHER IN LOFT
E. PERFORM MAINTENANCE AND PROTECTION
WORK OF ALL LOGS AND SIDING. SEAL ALL
LOG JOINTS WITH HIGHLY ELASTIC LOG
CONSTRUCTION JOINT SEALANT PER MFR
RECOMENDATIONS. B.O.D. "LOG BUILDER"
LOG HOME SEALANT
F. ALL DIMENSIONS ARE APPROXIMATE. VERIFY
DIMENSIONS BEFORE CONSTRUCTION.
G. OWNER TO MOVE FURNISHINGS PRIOR TO
CONTRACT.
BUILDING A & B KEYNOTES
10 NEW REFRIGERATOR. B.O.D. WHIRLPOOL WRT518SZF 18 CU. FT.
TOP-FREEZER REFRIGERATOR.
11 NEW VENT HOOD. B.O.D. BROAN ELITE 30-IN EW5430BLS.
12 NEW DROLET WOOD STOVE B.O.D. DROLET BLACK STAG II WOOD
STOVE. TILE HEARTH B.O.D. BALANS GREY BA32 12X12
13 CUT DOWN DOOR TO NEW BREEZEWAY F.F. ELEVATION
14 FURRED WALL W/ INSULATION
BUILDING A & B KEYNOTES
1 PROVIDE CODE COMPLIANT RAILING TO LOFT. EXISTING STAIR TO
REMAIN. RETROFIT EXISTING RAILING TO CODE COMPLIANCE. SEE
SHEET A1.01 FOR DETAILS.
2 PROVIDE NEW EGRESS WINDOW IN LOFT. SEE WINDOW SCHEDULE ON
A8.00.
3 PROVIDE NEW ADA THRESHOLD - B.O.D. ASSA ABLOY RVARIOSS PEMKO
VARIABLES. PROVIDE NEW ADA DOOR LEVER - B.O.D. SCHLAGE ACCENT
SINGLE CYLINDER KEYED ENTRY DOOR LEVER SET AND DEADBOLT
COMBO - OIL RUBBED BRONZE.
4 EXISTING DOOR RELOCATED 18" TOWARDS KITCHEN TO GAIN
CLEARANCE FROM STAIR. NEW ADA DOOR LEVER B.O.D. SCHLAGE
ACCENT DOOR LEVER - OIL RUBBED BRONZE. FINISH WALL TO MATCH
EXISTING.
5 WALLS AND CEILING SHALL BE INSULATED. SEE DETAIL 1/A1.02.
6 DUGOUT RETAINING WALLS TO REMAIN
7 ATTIC ACCESS DOOR
8 NEW DECK AND OVERHANG
9 NEW CEILING FAN. B.O.D. WELLSTON II 44-IN INDOOR LED BRONZE DRY
RATED DOWNROD CEILING FAN WITH LIGHT KIT.
1/8" = 1'-0"
FLOOR PLAN - BUILDING A LOFT
2 14
LAG BOLT INTO EXISTING
WOOD BALUSTER
HANDRAIL MATERIAL
RETURN TO WALL AT
ENDS
NOTE: TOP OF HANDRAIL
TO BE A MIN. OF 34" AND
A MAX. OF 38"
HANDRAIL SUPPORT
NOT TO EXCEED 4'-0" O.C.
1 1/2" MIN
1 1/4" MIN TO 2" MAX
2' - 0"
EXISTING WOOD
BALUSTER
FLATTEN PORTION OF
BALUSTER TO ACCEPT
HANDRAIL SUPPORT
FE
IL
D V
E R
IF
Y
L E
N G
T H
A N
G
LE
FE
IL
D V
ER
IF
Y
STEEL TUBING
3/4"
SDS25300
SCREW
3/4" STEEL
TUBING
3"
1/4" HOLE FOR
SDS25300 SCREW
5/8"
1 3/4"
5/8"
(E)LOG HANDRAIL
3/4"
2 1/2"
3/4"
H E
IG
H
T
FE
IL
D V
E R
IF
Y
1 1/2" STEEL
TUBING
STEEL
FITTING
1 1/2" WOOD
HANDRAIL
3/8" TITAN
COUNTERSUNK SCREWS
INTO CONCRETE
1/2" HOLES FOR
TITAN SCREWS
RECESS STEEL PLATE FLUSH
WITH CONCRETE SLAB
NEW F.F.
0' - 0"
LOFT
8' - 6"
4.375" DIA SPHERE SHALL NOT
PASS THRU OPENING, TYP.
FLATTEN PORTION OF RAIL TO
ACCEPT NEW BALUSTER, TYP.
4" SPHERE SHALL NOT
PASS THRU OPENINGS
EXISTING BALUSTER
STANDARD SCH40 ROUND
3/4" PIPE BALUSTER
WOOD HANDRAIL
1 1/2" STEEL POST
EQ. TREAD DEPTH
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
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F F
IC
E
C h e ck e r
A u th o r
JA
C
K O
LA
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N G
IN
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E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
A u th o r
C h e ck e r
:3
S T
A
IR
R A
IL
D
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A
IL
S
LI
T T
LE
S
H E
E P
C A
B
IN
R E
N O
V A
T
IO
N
A1.01
NTS
HANDRAIL DETAIL
1 1/2" = 1'-0"
STAIR BALUSTER
1" = 1'-0"
HANDRAIL @ FLOOR
3 15
1/2" = 1'-0"
STAIR RAIL
NEW F.F.
0' - 0"
R-49 LAY-IN
SOUND BLANKET /
BATT INSULATION
VAPOR
BARRIER
EXISTING TIMBER
RETAINING WALL
EXISTING TIMBER
CEILING
EXISTING CONCRETE SLAB
PT 2X4 BASE PLATE
2X4 STUDS @ 16"
O.C. FUR WALL2X4 STUDS @ 16" O.C. FUR WALL
PRE-MANUFACTURED
ROOF TRUSSES
METAL ROOFING
5/8 TYPE "X"
GYPSUM BOARD
SEE STRUCTURAL STAIR DETAIL 2/S3.03
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
D P
H H
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
H H
D P
:3
B U
IL
D
IN
G
B D
E T
A
IL
S
LI
T T
LE
S
H E
E P
C A
B
IN
R E
N O
V A
T
IO
N
A1.02
1/4" = 1'-0"
BUILDING B SECTION
A4.10
A4.102
A4.10
A4.10 4
EQUIP STORAGE
SHOP
11' - 3" 6' - 9" 12' - 0"
" E X
IS
T
IN
G
EXISTING
30' - 0"
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
D P
IS
T
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
IS
T
D P
:3
F
LR
P
LA
N
B U
IL
D
IN
G
C
LI
T T
LE
S
H E
E P
C A
B
IN
R E
N O
V A
T
IO
N
A1.101/8" = 1'-0"
FLOOR PLAN - BUILDING C (MAINTENANCE BLDG.)
GENERAL NOTES:
A. PROVIDE SHEATHING, SIDING,
FLASHING ON EXTERIOR WALLS AND
ROOF TO ENSURE BUILDING
ENVELOPE IS COMPLETELY SEALED
B. PROVIDE GABLE END VENTS
C. PERFORM MAINTENANCE AND
PROTECTION WORK OF ALL LOGS
AND SIDING
D. ALL DIMENSIONS ARE
APPROXIMATE. VERIFY DIMENSIONS
BEFORE CONSTRUCTION.
BUILDING C KEYNOTES
1 EXISTING SLIDING BARN DOOR
2 PROVIDE R-49 BATTS INSULATION TO COVER
ENTIRE CEILING AREA. COVER INSULATION WITH
CEILING PANEL/SHEATHING.
A4.201
A4.20
A4.20
A4.20
SLEEPING
DECK
E X
IS
T
IN
G
EXISTING
16' - 6"
LOFT
OPEN TO BELOW
ROOF BELOW
A1.20 3
B
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
D P
IS
T
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
IS
T
D P
:3
F
LR
P
LA
N
B U
IL
D
IN
G
D
LI
T T
LE
S
H E
E P
C A
B
IN
R E
N O
V A
T
IO
N
A1.20
1/8" = 1'-0"
FLOOR PLAN - BUILDING D (BUNK CABIN)
GENERAL NOTES:
A. PROVIDE SHEATHING, SIDING,
FLASHING ON EXTERIOR WALLS AND
ROOF TO ENSURE BUILDING
ENVELOPE IS COMPLETELY SEALED
B. PERFORM MAINTENANCE AND
PROTECTION WORK OF ALL LOGS
AND SIDING
C. ALL DIMENSIONS ARE
APPROXIMATE. VERIFY DIMENSIONS
BEFORE CONSTRUCTION.
BUILDING D KEYNOTES
1 LADDER TO LOFT
2 LOFT ABOVE
3 PROVIDE NEW EGRESS CASEMENT WINDOW IN
LOFT. SEE WINDOW SCHEDULE.
4 LADDER TO LOFT
1/8" = 1'-0"
FLOOR PLAN - BUILDING D LOFT (BUNK CABIN)
183/8" = 1'-0"
LOFT ELEVATION - BUILDING D
7" / 12"
7" / 12"
7" / 12"
7" / 12"
/2
R-1
R-2
R-3
R-2
A3.00
SIM
A3.00
SIM
A3.00
SIM
A3.01
SIM
A3.01
SIM
A3.01
SIM
A3.01
SIM
A3.01
SIM
A1.01
R-1
ROOF TYPE LEGEND
R-2 R-3
-EXISTING METAL ROOF -NEW AND SALVAGED METAL
ROOF
-SHEATHING
-WOOD JOIST
-NEW METAL ROOF
-SHEATHING
-PREMANUFACTURED TRUSSES
-R-49 BATT INSULATION
METAL PANEL
METAL PANEL
OUTSIDE CLOSURE
STITCH @ EVERY
RIB
TAPE SEALANT
UNIVERSAL RIB COVER
PRE-MANUFACTURED
TRUSSES OR WOOD JOIST
UNDERLAYMENT
SHEATHING PER
STRUCTURAL
ROOF UNDERLAYMENT
METAL ROOFING
26 GA FLASHING
ICE & WATER SHIELD
METAL ROOFING
WATER STOP
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
C h e ck e r
A u th o r
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
A u th o r
C h e ck e r
:3
R O
O F
P
LA
N
B U
IL
D
IN
G
A
B
LI
T T
LE
S
H E
E P
C A
B
IN
R E
N O
V A
T
IO
N
A3.001/8" = 1'-0"
ROOF PLAN - BUILDING A & B
GENERAL NOTES:
A. PROVIDE SHEATHING, SIDING,
FLASHING ON EXTERIOR WALLS AND
ROOF TO ENSURE BUILDING
ENVELOPE IS COMPLETELY SEALED
B. ROOF AREAS OF R-2 AND R-3 TO BE
DEMOED AND REPLACED WITH
ASSEMBLY PER ROOF PLAN.
C. ALL DIMENSIONS ARE
APPROXIMATE. VERIFY DIMENSIONS
BEFORE CONSTRUCTION.
D. OWNER TO MOVE FURNISHINGS
PRIOR TO CONTRACT.
E. USE SALVAGED ROOF PANELS FROM
EXISTING AWNINGS WHEN
APPLICABLE
ROOF PLAN KEYNOTES
1 EXISTING PORTION OF ROOF TO BE DEMOED
AND REPLACED.
1" = 1'-0"
RIDGE CAP @ MTL ROOF (NON-VENTED)
1 1/2" = 1'-0"
PITCH BREAK DETAIL, TYP
9" / 12"
9" / 12"
1/2" / 12"
R-1
R-2
A3.00
SIM
A3.01
SIM
A3.01
SIM
R-1
ROOF TYPE LEGEND
R-2 R-3
-EXISTING METAL ROOF -NEW AND SALVAGED METAL
ROOF
-SHEATHING
-WOOD JOIST
-NEW METAL ROOF
-SHEATHING
-PREMANUFACTURED TRUSSES
-R-49 BATT INSULATION
ROOF SHTG
UNDERLAYMENT
DRIP EDGE, APPLIED
BELOW
UNDERLAYMENT, USE
DEEP LEG ON SLOPES
LOWER THAN 3:12.
FASCIA
ROOF PER A3.00
GUTTER
EAVE ALONG RAKE
METAL DRIP EDGE
APPLIED OVER FELT
ALONG RAKE
ROOF SHTG
UNDERLAYMENT
FASCIA
ROOFING PER A3.0
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
C h e ck e r
A u th o r
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
A u th o r
C h e ck e r
:3
R O
O F
P
LA
N
B
IL
D
IN
G D
LI
T
T
LE
S H
E E
P C
A B
IN
R
E N
O V
A T
IO
N
A3.01
1/8" = 1'-0"
ROOF PLAN - BUILDING D
GENERAL NOTES:
A. PROVIDE SHEATHING, SIDING,
FLASHING ON EXTERIOR WALLS AND
ROOF TO ENSURE BUILDING
ENVELOPE IS COMPLETELY SEALED
B. ROOF AREAS OF R-2 TO BE DEMOED
AND REPLACED WITH ASSEMBLY PER
ROOF PLAN.
C. ALL DIMENSIONS ARE
APPROXIMATE. VERIFY DIMENSIONS
BEFORE CONSTRUCTION.
D. OWNER TO MOVE FURNISHINGS
PRIOR TO CONTRACT.
E. USE SALVAGED ROOF PANELS FROM
EXISTING AWNINGS WHEN
APPLICABLE
1 1/2" = 1'-0"
DRIP EDGE
1 1/2" = 1'-0"
DRIP EDGE - RAKE
ROOF PLAN KEYNOTES
1 EXISTING PORTION OF ROOF TO BE DEMOED
AND REPLACED.
LOFT
8' - 6"
A
NEW F.F.
0' - 0"
LOFT
8' - 6"
NEW F.F.
0' - 0"
LOFT
8' - 6"
NEW F.F.
0' - 0"
LOFT
8' - 6"
NEW F.F.
0' - 0"
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
D P
ITJA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
IT D
P
:3
E X
T E
R
IO
R E
LE
V
A T
IO
N
S
LI
T T
LE
S
H E
E P
C A
B
IN
R E
N O
V A
T
IO
N
A4.00
1/8" = 1'-0"
BUILDING "A" EAST
1/8" = 1'-0"
BUILDING "A" NORTH
1/8" = 1'-0"
BUILDING "A" SOUTH
1/8" = 1'-0"
BUILDING "A" WEST
1/8" = 1'-0"
BUILDING "B" NORTH
BLDNG A/B ELEVATION KEYNOTES
1 REPLACE SHEATHING, VAPOR BARRIER, SIDING AND
FLASHING. SIDING TO BE BOARD AND BATT. STAIN
TO MATCH EXISTING. SEE SPECIFICATION SECTION
07.6200.0072
2 NEW BREEZWAY
3 NEW DECK AWNING
4 SEAL AND REPAIR ANY HOLES IN SIDING
5 PROVIDE NEW EGRESS WINDOW IN LOFT. SEE
WINDOW SCHEDULE ON A8.00.
6 INSTALL SPECTRA METALS GUTTERS AND
DOWNSPOUTS. SEE SPEC SHEET SECTION 07 7123
7 INSTALL NEW ATTIC VENT
T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
C h e ck e r
A u th o r
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
A u th o r
C h e ck e r
:3
B U
IL
D
IN
G
A
B P
H O
T O
S
LI
T T
LE
S
H E
E P
C A
B
IN
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N O
V A
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N
A4.01 22
DEMO AND REPLACE
EXISTING WOOD
STOVE
REMOVE DOOR
AND REINSTALL
18" CLOSER TO
KITCHEN
MODIFY NON-ADA
COMPLIANT RAILING
REPLACE EXISTING
THRESHOLD ON
EXTERIOR DOOR
REMOVE INSULATION
BOARDS FROM INTERIOR
OF STORAGE
REPLACE EXISTING
WINDOW
INSTALL SONOTUBE
FDN UNDER NEW POSTS
REPLACE
DECKING
REPLACE
POSTS
REPLACE
AWNING
REPLACE BREEZWAY
/ STORAGE ROOFING
INSPECT EXISTING TIMBER
RETAINING WALL FOR ROT.
REPAIR IF NECESSARY
INSTALL POSTS & BEAM
TO SUPPORT ROOF RIDGE
BEAM
STOVE PIPE
TO BE
REPLACED
NEW F.F.
0' - 0"
NEW F.F.
0' - 0"
NEW F.F.
0' - 0"
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
C h e ck e r
A u th o r
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
A u th o r
C h e ck e r
:3
E X
T E
R
IO
R E
LE
V
A T
IO
N
S
LI
T T
LE
S
H E
E P
C A
B
IN
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N
A4.10
1/8" = 1'-0"
BUILDING "C" EAST
1/8" = 1'-0"
BUILDING "C" NORTH
1/8" = 1'-0"
BUILDING "C" SOUTH
1/8" = 1'-0"
BUILDING "C" WEST
BLDNG C ELEVATION KEYNOTES
1 REMOVE LEAN-TO ROOF
2 NEW GABLE END VENTS. SEE SPECIFICATION SECTION
08.9100.0071
3 REPLACE SHEATHING, VAPOR BARRIER, SIDING AND
FLASHING. SIDING TO BE BOARD AND BATT. STAIN TO
MATCH BUILDING A. SEE SPECIFICATION SECTION
07.6200.0072
T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
C h e ck e r
A u th o r
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
A u th o r
C h e ck e r
:3
B U
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D
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S
H E
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C A
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N
A4.11 24
DEMO LEAN-TO
ROOF STRUCTURE
INVESTIGATE
BASE LOGS FOR
ROT, REPAIR IF
NEEDED
INVESTIGATE
BASE LOGS FOR
ROT, REPAIR IF
NEEDED
INSTALL POSITIVE CONNECTION
OF TRUSSES AND GABLE WALL
TRUSSES TO LOG WALL
INSTALL BLOCKING ALONG
RIDGE, EAVES, AND GABLE END
LOFT
8' - 6"
B
NEW F.F.
0' - 0"
LOFT
8' - 6"
NEW F.F.
0' - 0"
LOFT
8' - 6"
NEW F.F.
0' - 0"
LOFT
8' - 6"
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
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:3
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T E
R
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R E
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V
A T
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N
S
LI
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S
H E
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C A
B
IN
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N O
V A
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IO
N
A4.20
1/8" = 1'-0"
BUILDING "D" EAST
1/8" = 1'-0"
BUILDING "D" NORTH
1/8" = 1'-0"
BUILDING "D" SOUTH
1/8" = 1'-0"
BUILDING "D" WEST
BUILDING D ELEVATION KEYNOTES
1 NEW WINDOW TO MEET EGRESS REQUIREMENTS
2 NEW AWNING OVERHANG
3 INSTALL SPECTRA METALS GUTTERS AND DOWNSPOUTS. SEE
SPECIFICATION SECTION 07 7123
T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
C h e ck e r
A u th o r
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
A u th o r
C h e ck e r
:3
B U
IL
D
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G
D P
H O
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S
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S
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C A
B
IN
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N O
V A
T
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N
A4.21 26
REPLACE WINDOW W/
ESCAPE RESCUE SIZE
TRIM BEAMS @ 45 DEG
TO PROTECT LOG CORES
REPLACE MISUSED BRACKET
W/ FABRICATED STEEL
BRACKET. SEE STRUCTURAL.
FASTEN LADDER TO
LOFT. SEE STRUCTURAL
REPLACE AWNING ROOF
REPLACE AWNING ROOF
LVP
TREX
LVP
LVP
LVP
PT-1
PT-1
PT-1
PT-1
PAINT AS NEEDED
TILE
NOTE: DO NOT GLUE FLOORING DOWN OVER STUB UPS.
CUT FLOORING OUT AND REPLACE. PROVIDE NOTCH
FOR EASY FUTURE REMOVAL
LVP
LVP
LVP
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
D P
H H
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
H H
D P
:3
F
LO
O R
F
IN
IS
H
P
LA
N
LI
T T
LE
S
H E
E P
C A
B
IN
R E
N O
V A
T
IO
N
A7.00
FINISH SCHEDULE
TAG KEY COLOR MANUFACTURER STYLE NOTE
LVP LUXURY VINYL PLANK CASHEW PATCRAFT LOCAL RESERVE
PT-1 PAINT PEARLY WHITE SW7009 SHERWIN WILLIAMS SATIN PAINT AS NEEDED
TILE TILE GREY BA32 DALTILE BALANS GLAZED CERAMIC 12X12 FIELD TILE WITH COORDINATING BULLNOSE. ARDEX ANTIQUE IVORY GROUT.
TREX DECKING ROCKY HARBOR TREX
CLG
FLR
WIN SILL
SOUTH
WALL
EAST
WALL
NORTH
WALL
WEST
WALL
NOTES:
BASE
1/8" = 1'-0"
FINISH FLOOR PLAN- BUILDING A
ROOM FINISH KEY
1/8" = 1'-0"
FINISH FLOOR PLAN - BUILDING A LOFT
FRAME NEW WINDOW
OPENING AND INSTALL
WINDOW PER
WINDOW SCHEDULEA
1X4 FIR BASE, TYP
MIN.
1' - 6"
INSTALL WOOD CLADDING WITH MINIMUM
NUMBER OF JOINTS PRACTICAL, USING FULL-
LENGTH PIECES FROM MAXIMUM LENGTHS.
STAGER JOINTS LEAVING NO EVIDENCE OF
ALTERATION TO MINIMIZE VISUAL IMPACT OF
DOOR RELOCATION. COPE AT RETURNS AND
INSIDE CORNERS, MITER ANY OUTSIDE
CORNERS. ADJACENT MEMBERS TO BE JOINED
WITH SCARFED JOINTS (15-30 DEGREE
ANGLES), NO BUTT JOINTS ALLOWED.
1X4 FIR BASE, TYP
INSTALL NEW
REFRIGERATOR
INSTALL NEW
RANGE HOOD
APPLY LEVELING COMPOUND
PERIMITER
BULLNOSE
PORCELAIN TILE
FEATHER SKIM COAT OF FLOOR
LEVELOR FOR AT LEAST 12" FOR
EVEN TRANSITION
LVP FLOORING
UNDERLAY PER MANUF
RECCOMENDATIONS
1X4 FIR BASE, CHINK OR SCRIBE
TO LOG. BN TO PLY STRIP
LVP PER SCHEDULE
2X PT SILL PLATE
(E) LOG WALL
3/4" PLY STRIP.
BN TO PT SILL
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
C h e ck e r
A u th o r
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
A u th o r
C h e ck e r
:3
IN
T
E
LE
V
A T
IO
N
S B
U
IL
D
IN
G A
LI
T
T
LE
S H
E E
P C
A B
IN
R
E N
O V
A T
IO
N
A7.10
3/8" = 1'-0"
ELEVATION - LOFT
3/8" = 1'-0"
ELEVATION - BEDROOM DOOR
3/8" = 1'-0"
ELEVATION - KITCHEN
1 1/2" = 1'-0"
TRANSITION-LVP/TILE
1 1/2" = 1'-0"
LVP TO LOG WALL
5 29
3' - 0"
DEMO SILL AND EXISTING
WALL FRAMING TO
ALLOW FOR NEW
WINDOW OPENING
FIELD VERIFY
3' - 10 3/4"
REMOVE AND
RELOCATE EXISTING
DOOR ASSEMBLY
DEMO ROUGH
OPENING IN WALL
ASSEMBLY FOR
DOOR ASSEMBLY
REMOVE EXISTING
REFRIGERATOR
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
C h e ck e r
A u th o r
JA
C
K O
LA
E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
A u th o r
C h e ck e r
:3
D E
M O
I N
T
E
LE
V B
LD
G
A
LI
T T
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S
H E
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C A
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IN
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N O
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N
A7.10D
3/8" = 1'-0"
DEMO ELEVATION - LOFT
3/8" = 1'-0"
DEMO ELEVATION - BEDROOM DOOR
3/8" = 1'-0"
DEMO ELEVATION - KITCHEN
CASEMENT WINDOWS
B.O.D. - ANDERSEN 100 SERIES
SAFETY GLAZING REQUIRED LOCATIONS:
-ALL DOORS
-GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST
VERTICAL IS WITHIN 24" ARC OF EITHER VERTICAL EDGE OF DOOR IN A CLOSED POSITION
AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE
WALKING SURFACE.
-GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY
OF WALKING SURFACE WHEN EXPOSED SURFACE OF GLASS IS LESS THAN 60" ABOVE THE
WALKING SURFACE (EXCEPTION: IF HANDRAIL OR GUARD IS INSTALLED , POSITIONED
BETWEEN 34"-38" ABOVE WALKING SURFACE, CAPABLE OF WITHSTANDING 50 LBS OF
FORCE/ FT WITHOUT TOUCHING THE GLASS)
-GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD
OF THE STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS
THAN 60" ABOVE THE NOSE OF THE TREAD.
A
3' - 0"
B
2' - 6"
A U T O C A D
N A M E
A P P R O V E D
B Y
D E S
IG
N E D
B Y
D R A W N
B Y
C H E C K E D
B Y
D E S
IG
N
O F F
IC
E
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
B U R E A U
O F
L A N D
M A N A G E M E N T
U .S D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
SHEET OF
M A R K
R E V
IS
IO
N
D A T E
A P P R O V E D
M O
N T
A N
A
S
U B
M
IT
T A
L
/2
/2
D
IL
LO
N
F
IE
LD
O
F F
IC
E
T M
S
H H
JA
C
K O
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E
N G
IN
E
E R
IN
G
A N
D A
R C
H
IT
E C
T U
R E
H H
T M
S
:3
S C
H E
D U
LE
S
LI
T
T
LE
S H
E E
P C
A B
IN
R
E N
O V
A T
IO
N
A8.00
1/4" = 1'-0"
WINDOW SCHEDULE
1.0
0.920 / 0.303
0.736 / 0.384
115 MPH
40 PSF
120.0 PSF
II
CANTILEVERED COLUMN SYSTEMS -
TIMBER FRAMES
D
3.55 KIPS
1.0
2. FLOOR LIVE LOAD
3. ROOF LIVE LOAD -
4. ROOF SNOW LOAD
A. THE GROUND SNOW LOAD, Pg -
B. FLAT-ROOF SNOW LOAD, Pf -
C. SNOW EXPOSURE FACTOR, Ce -
D. SNOW LOAD IMPORTANCE FACTOR, I -
E. THERMAL FACTOR, Ct -
5. WIND LOAD
A. BASIC WIND SPEED (3-SECOND GUST) -
B. WIND IMPORTANCE FACTOR-
C. BUILDING CATEGORY -
D. WIND EXPOSURE -
6. EARTHQUAKE DESIGN DATA
A. SEISMIC IMPORTANCE FACTOR -
D. SPECTRAL RESPONSE COEFFICIENTS SDS / SD1 -
E. SITE CLASS -
H. BASE SHEAR
F. SEISMIC DESIGN CATEGORY
G. BASIC SEISMIC FORCE RESISTING SYSTEM-
10 PSF1. ROOF DEAD LOAD
B. OCCUPANCY CATEGORY-
C. MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss / S1 -
I. SEISMIC RESPONSE COEFFICIENT Cs
J. RESPONSE MODIFICATION FACTOR
K. ANALYSIS PROCEDURE USED
II
0.491
1.5
EQUIVALENT LATERAL FORCE
B
B. DESIGN LOADS (FOR NEW CONSTRUCTION)
STRUCTURAL DESIGN
A. GOVERNING CODES AND GENERAL NOTES
INTERNATIONAL BUILDING CODE (IBC) 2018
AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)- MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES- ASCE 7-16
AMERICAN CONCRETE INSTITUTE (ACI) - BUILDING CODE & COMMENTARY ACI 318-14
AMERICAN CONCRETE INSTITUTE (ACI) - BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530-14
AMERICAN INSTITUTE STEEL OF CONSTRUCTION (AISC) - STEEL CONSTRUCTION MANUAL FOURTEENTH EDITION AISC 360-16
AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION NDS 2018
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) 9TH EDITION
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING OR HAVING LOCATED THE BUILDING ON THE SITE AND VERIFYING ALL
FOUNDATION DIMENSIONS, AND SETBACK REQUIREMENTS FROM EASEMENTS AND PROPERTY LINES WITH THE ARCHITECT PRIOR
TO CONSTRUCTION.
D
20 PSF
1.0
1.2
101.0 PSF SEE S0.03 FOR
UNBALANCED
SNOW LOADS
CONCRETE
A. SEE 1/S0.04 FOR SITE PREP AND STRUCTURAL FILL REQUIREMENTS.
B. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING OR HAVING LOCATED THE BUILDING ON THE SITE AND VERIFYING ALL FOUNDATION
DIMENSIONS, AND SETBACK REQUIREMENTS FROM EASEMENTS AND PROPERTY LINES WITH THE ARCHITECT PRIOR TO
CONSTRUCTION.
C. ALL CEMENT IN CONCRETE TO CONFORM TO ASTM C150 SPECIFICATION FOR PORTLAND CEMENT.
D. ALL AGGREGATE TO CONFORM TO ASTM C33 SPECIFICATION FOR CONCRETE AGGREGATES.
E. CONCRETE SUPPLIER TO MIX BASED ON THEIR TESTING TO ASSURE THIS MINIMUM COMPRESSIVE STRENGTH PER ACI 318 SECTION 5.3.
IN THE ABSENCE OF SUFFICIENT TEST DATA, CONCRETE PROPORTIONING SHALL BE DONE IN ACCORDANCE WITH ACI 318 SECTION
5.3.1.2, 5.3.2.2, 5.3.3.2, & 5.4.
F. THE MAXIMUM NOMINAL AGGREGATE SIZE SHALL BE ONE FIFTH THE NARROWEST DIMENSION BETWEEN THE FORMS OR ONE THIRD
THE DEPTH OF THE SLAB, OR THREE-FOURTHS THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCING BARS OR WIRES, WHICHEVER APPLIES. THESE PROVISIONS ARE TO ASSURE CONCRETE PLACEMENT WITHOUT VOIDS OR HONEYCOMBS AND MAY BE
WAIVED ONLY BY THE BUILDING OFFICIAL IF THEY JUDGE THAT LARGER SIZES ARE ADEQUATE BECAUSE OF WORKABILITY AND
METHODS OF CONSOLIDATION.
G. CONCRETE CURING (OTHER THAN HIGH-EARLY) SHALL BE MAINTAINED ABOVE A TEMPERATURE OF 50°F AND IN A MOIST CONDITION
FOR AT LEAST THE FIRST SEVEN DAYS AFTER PLACEMENT. HIGH EARLY CONCRETE SHALL BE CURED ABOVE 50°F AND IN A MOIST
CONDITION FOR AT LEAST THE FIRST THREE DAYS.
H. ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS AND PROTECTING CONCRETE DURING FREEZING OR
NEAR-FREEZING WEATHER. ALL CONCRETE MATERIALS, REINFORCEMENT, FORMS, FILLERS, AND GROUND WHICH THE CONCRETE IS TO
BE IN CONTACT WITH IS TO BE FREE OF FROST. FROZEN MATERIALS OR MATERIALS CONTAINING ICE SHALL NOT BE USED.
I. DURING HOT WEATHER, PROPER ATTENTION SHALL BE GIVEN TO INGREDIENTS, PRODUCTION METHODS, HANDLING, PLACING, PROTECTION, AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES AND EVAPORATION THAT MAY IMPAIR REQUIRED
STRENGTH OR SERVICEABILITY OF THE MATERIAL.
J. ALL WALLS & FOUNDATIONS SHALL BE MECHANICALLY CONSOLIDATED. VIBRATORS SHALL BE INSERTED IN PREVIOUS POURED FRESH
CONCRETE TO PREVENT COLD JOINTS WHEN MULTIPLE LAYER OF CONCRETE ARE PLACED IN A WALL.
K. CONDUITS, PIPES, AND SLEEVES SHALL BE ALLOWED ONLY WHERE NOTED ON THE PLANS. ANY ADDITIONAL ALTERATIONS ARE NOT
PERMITTED WITHOUT ENGINEER APPROVAL THAT IT WILL NOT COMPROMISE STRUCTURAL INTEGRITY.
L. THE SURFACE OF ALL CONSTRUCTION JOINTS SHALL BE CLEANED AND LAITANCE REMOVED. IMMEDIATELY BEFORE NEW CONCRETE IS
PLACED, JOINTS SHALL BE WETTED AND STANDING WATER REMOVED. PROVISIONS SHALL BE MADE TO TRANSFER SHEAR FORCES
THROUGH THE CONSTRUCTION JOINT.
M. INTERIOR SLAB ON GRADE SHALL BE CLASS 1 W/ A NORMAL STEEL TROWELED FINISH. TOTAL AIR CONTENT SHALL NOT EXCEED 3%.
FLOOR SHALL BE WITHIN 1/8" PER 10 FT FOR FLATNESS REQUIREMENTS. SLAB SHALL BE SEALED WITH A HIGH SOLID CONTENT SOLVENT
BASED CURE & SEAL, EUCLID SUPER DIAMOND OR APPROVED EQUAL
N. CONCRETE IN SIDEWALKS OR EXTERIOR SLABS THAT WILL BE EXPOSED TO FREEZING/THAWING OR DEICING CHEMICALS SHALL HAVE A
MINIMUM 0.45 WATER/CEMENTITIOUS RATIO BY WEIGHT FOR NORMAL WEIGHT AGGREGATE CONCRETE AND BE 4000 PSI MINIMUM.
O. ALL REINFORCING BARS SPECIFIED SHALL BE DEFORMED BARS AT LEAST GRADE 60.
P. ALL BENDING OF REINFORCING MATERIAL SHALL BE DONE COLD AND MINIMUM BEND DIAMETER SHALL BE 6 TIMES THE NOMINAL
BAR DIAMETER FOR #3-#8 BAR AND 8 TIMES THE NOMINAL BAR DIAMETER FOR #9-#11 BARS. REINFORCEMENT PARTIALLY EMBEDDED
IN CONCRETE MAY NOT BE FIELD BENT.
Q. REINFORCEMENT, ANCHORS AND EMBEDDED ITEMS SHALL BE ACCURATELY PLACED AND SUPPORTED BEFORE CONCRETE IS PLACED
AND SHALL BE SECURED AGAINST DISPLACEMENT WITHIN TOLERANCES OF SECTION 1907.5 OF THE CURRENT VERSION OF CURRENT
IBC.
R. #5 BAR REQUIRED 2" CLEAR FROM TOP AND BOTTOM OF STEM WALLS AROUND FULL PERIMETER OF FOUNDATION, MIN.
S. STANDARD HOOK ON REINFORCING BAR SHALL BE:
1. 180° BEND PLUS 4d EXTENSION, BUT NOT LESS THAN 2 1/2" AT FREE END OF BAR.
2. 90° BEND PLUS 12d EXTENSION AT FREE END OF BAR.
3. FOR STIRRUP AND TIE HOOKS: SEE S3.0
T. MINIMUM REBAR LAPS - FOR #3-15", #4-20", #5-24" & #6-30" WITH A CLEAR SPACING OF NOT LESS THAN 2d AND CLEAR COVER OF
NOT LESS THAN d. ALL OTHER SPLICES CONDITIONS SHALL BE BY THE EOR AND ILLUSTRATED ON FOUNDATION PLAN & DETAIL SHEETS.
U. REFER TO TABLE BELOW FOR MINIMUM COVER AND TOTAL AIR CONTENT FOR CONCRETE IN DIFFERENT SERVICE CONDITIONS.
SLABS, WALLS, AND JOISTS:
No. 14 AND No. 18 BAR
No. 11 BAR AND SMALLER
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:
1-1/2
3/4
CAST-IN-PLACE CONCRETE (NON-PRESTRESSED)
CONCRETE EXPOSED TO EARTH OR WEATHER:
No. 6 THRU No. 18 BAR
No. 5 BAR, W31 OR D31 WIRE AND SMALLER
CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3
1-1/2
MINIMUM COVER (IN)DESCRIPTION
CONCRETE PROTECTION FOR REINFORCEMENT
FOOTINGS
FOUNDATION WALLS
INTERIOR SLAB
EXTERIOR SLAB
3000 PSI
3000 PSI
4000 PSI
4000 PSI
28 DAY COMPRESSIVE STRENGTH
3/1
3/1
3/1
3/1
SLUMP (IN) MAX/MIN
.5
.5
.45
.45
MAX W/C RATIO
6 +/- 1.5%
6 +/- 1.5%
3 MAX
6 +/- 1.5%
AIR CONTENT (%)
A U T O C A D
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S0.00
1" = 1'-0"
STRUCTURAL DESIGN INFORMATION
1" = 1'-0"
CONCRETE NOTES
2 31
WOOD FRAMING
A. WOOD IBC CHAPTER 23
1. GRADE STAMPED DOUGLAS FIR/LARCH (SEE LUMBER GRADES).
2. NAILS: COMMON WIRE UNLESS OTHERWISE NOTED. EDGE OR END DISTANCES IN THE DIRECTION OF STRESS SHALL NOT
BE LESS THAN ONE HALF OF THE REQUIRED PENETRATION. THE SPACING CENTER TO CENTER OF NAILS IN THE DIRECTION
OF STRESS SHALL NOT BE LESS THAN THE REQUIRED PENETRATION. HOLES FOR NAILS, WHERE NECESSARY TO PREVENT
SPLITTING, SHALL BE BORED TO A DIAMETER SMALLER THAN THAT OF THE NAIL.
3. ANCHOR BOLTS (FOUNDATION ANCHOR BOLTS) MINIMUM REQUIRED: PROVIDE 5/8 INCH DIAMETER ANCHOR OR
MACHINE BOLTS WITH A MINIMUM OF 7 INCHES EMBEDMENT INTO THE CONCRETE AND WITHIN 12 INCHES OF EACH END
OF EACH PLATE. SPACE ANCHORS AT 48 INCHES ON CENTER UNO. ANCHORS SHALL BE LOCATED A MAXIMUM OF 2 INCHES
FROM THE FACE OF STUD RECEIVING WOOD STRUCTURAL PANELS. ANCHOR BOLT HOLES 1/32 TO 1/16 INCH LARGER THAN
THE ANCHOR BOLT DIAMETER. HOLES MORE THAN 1/16 INCH…
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