2017_03-01_13083_INRC_Phase_2_CDs_Drawings.pdf
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Attachment J-5 - Phase 2 Drawings
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PHASING PLAN
PHASE 1
SITE WORK, UTILITIES AND WAREHOUSE (NORTH END)
(NOT DESCRIBED IN THESE DOCUMENTS)
PHASE 2
WAREHOUSE (SOUTH END)
(DESCRIBED IN THESE DOCUMENTS)
PHASE 3
OFFICE BUILDING & LANDSCAPING
(NOT DESCRIBED IN THESE DOCUMENTS)
PHASE 1
PHASE 1
P H
A S
E
PHASE 3
WORK TO BE PERFORMED
WORK TO BE PERFORMED IN A FUTURE PHASE
1. EVERY ATTEMPT HAS BEEN MADE TO ASSURE THE ACCURACY OF THE DRAWINGS THROUGH FIELD VERIFICATION & EXISTING PLAN REVIEW. THE CONTRACTOR REMAIN RESPONSIBLE TO VERIFY EXISTING CONDITIONS, SIZES, QUANTITIES, & COORDINATE ALL ASPECTS OF THE PROJECT BEFORE CONSTRUCTION/ ORDERING/ OR INSTALLATION OF ANY COMPONENT. NOTIFY ARCHITECT IMMEDIATELY FOR WRITTEN CLARIFICATION IF ANY DISCREPANCY EXISTS.
2. DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONTRACTOR IS EXPECTED TO USE QUALITY, ACCEPTABLE, CONSTRUCTION PRACTICES & TECHNIQUES FOR THE EXTENT & TYPE OF WORK DESCRIBED HEREIN. SPECIAL CONSTRUCTION METHODS MAY BE REQUIRED DUE TO THE NATURE OF THE
WORK.
3. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STANDARDS & REGULATIONS AS PRESCRIBED BY THE 2012 INTERNATIONAL EXISTING BUILDING CODE, UNIFORM MECHANICAL CODE, UNIFORM PLUMBING CODE, UNIFORM FIRE CODE, AMERICAN NATIONAL STANDARDS, NFPA, THE AMERICANS WITH DISABILITIES ACT, & ANY APPLICABLE LOCAL CODES & REGULATIONS AND ALL WORK SHALL BE PREFORMED IN ACCORDANCE WITH ALL REQUIREMENTS OF THE LOCAL AUTHORITY OF JURISDICTION
4. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ACCURATE AS-BUILT INFORMATION BEFORE DEMOLITIONS COMMENCES.
5. DO NOT SCALE DRAWINGS. VERIFY ALL EXISTING DIMENSIONS IN THE FIELD; IF A DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE ARCHITECT IMMEDIATELY FOR
WRITTEN CLARIFICATION.
6. CONTRACTOR(S) SHALL GUARANTEE THEIR WORK FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR(S) SHALL
REPLACE ALL DEFECTIVE PARTS & SUPPLIES AT THEIR COST.
7. CONTRACTOR SHALL SUPPLY ALL PARTS, MATERIALS, & LABOR REQUIRED TO COMPLETE THE WORK INDICATED INCLUDING ALL ACCESSORIES, FINISHES, & SYSTEMS NECESSARY OR APPLICABLE TO ENSURE A COMPLETE & FUNCTIONAL PROJECT UPON COMPLETION.
8. ANY ITEM SHOWN OR REFERENCED IN ONE INSTANCE SHALL BE AS IF SHOWN IN ALL INSTANCES.
9. CONTRACTOR TO REFER TO ALL DRAWINGS INCLUDED IN THIS SET FOR DESCRIPTION OF WORK. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL REQUIREMENTS BETWEEN THE DRAWINGS & THE WORK OF ANY & ALL EMPLOYEES, SUB-CONTRACTORS, SUB-SUB-CONTRACTORS OR ANY PERSON OR TRADE PARTICIPATING
IN ANY ASPECT OF THE WORK OUTLINED.
10. PROVIDE & MAINTAIN ALL NECESSARY BARRICADES, FLAGMEN, SINGAGE, & TEMPORARY STRUCTURES NECESSARY TO FACILITATE SAFE ACCESS & TRAVEL TO THE
GENERAL PUBLIC.
11. CONTRACTOR SHALL COORDINATE ALL SIZES OF EXISTING OPENINGS WITH THE REQUIREMENTS FOR ANY NEW WORK.
12. ALL NEW FINISHES SHALL ALIGN WITH ADJOINING SURFACES UNLESS NOTED OTHERWISE. CONTRACTOR SHALL PROVIDE SMOOTH, EVEN TRANSITIONS FROM ONE SURFACE TO ANOTHER. COORDINATE FINISHES TO MATCH HISTORIC CONDITIONS UNLESS SPECIFICALLY NOTED OTHERWISE.
13. ALL FINISHES SHALL BE SCRIBED TO ADJACENT SURFACES TO ENSURE COVERAGE OF ANY GAPS OR SPACES NOT INTENDED TO BE EXPOSED.
14.ALL DAMAGED OR DETERIORATED BUILDING ELEMENTS SHALL BE REPAIRED OR REPLACED WETHER INDICATED OR NOT BY IN-KIND MATERIALS AND METHODS TO PROVIDE
A SOUND & VISUALLY COMPLETE FINISHED STRUCTURE.
GENERAL NOTES
INRC WAREHOUSE - PHASE 2
DRAWING INDEX PROJECT SUMMARY
PROJECT NAME:
PROJECT ADDRESS:
PROJECT SUMMARY / SCOPE OF WORK:
INRC WAREHOUSE (SOUTH) - PHASE 2
3600 W. NURSERY RD. COEUR D'ALENE, ID 83815
PROJECT INCLUDES A ENTIRELY NEW WAREHOUSE THAT WILL BE A PRE-ENGINEERED, METAL FRAMED BUILDING.
SPACES WILL INCLUDE: RADIO DISPATCH (OFFICE), HOTSHOTS (OFFICE + STORAGE), GENERAL STORAGE, AND VEHCILE STORAGE FOR THE INRC OFFICE BUILDING. A SECURE, FENCED WAREYARD WILL BE BETWEEN THE NURSERY
PROPERTY AND THE WAREHOUSE BUILDING.
IDAHO STATE MAP VICINITY MAP
Image Courtesy of Google Earth
PROJECT LOCATION
COEUR D'ALENE
IDAHO FALLSBOISE
TWIN FALLS
POCATELLO
SPOKANE
LEWISTON
MISSOULA
I90
N . R
A M
S E
Y R
D
W. KATHLEEN AVE.
L
IN
C O
L N
W A
Y
MT
WA
PROJECT TEAM
OWNER
US DEPARTMENT OF AGRICULTURE - USDA
IDAHO PANHANDLE NATIONAL FORESTS
3815 SCHREIBER WAY
COEUR D'ALENE, ID 83815
(208) 765-7204 office
MIKE SHOUP, CONTRACTING OFFICER REPRESENTATIVE
ARCHITECT
A&E ARCHITECTS
222 NORTH HIGGINS
MISSOULA, MT 59802
406.721.5643 office
CHRIS MARTISON, AIA, PRINCIPAL-IN-CHARGE
BRANDON PRINZING, PROJECT MANAGER
CIVIL ENGINEER
MORRISON-MAIERLE, INC.
3011 PALMER ST
MISSOULA, MT 59808
406.542.8880 office
TOBY MCCLUE, CIVIL ENGINEER
STRUCTURAL ENGINEER
BEAUDETTE CONSULTING ENGINEERS
131 W. MAIN ST
MISSOULA, MT 59802
406.721.7315 office
TOM BEAUDETTE, STRUCTURAL ENGINEER
M/P/E ENGINEER
MORRISON-MAIERLE, INC.
3011 PALMER ST
MISSOULA, MT 59808
406.542.8880 office
ARIAN BLOOMFIELD, BUILDINGS DIVISION TEAM LEAD, ELECTRICAL ENGINEER
JODY WAVEREK, MECHANCIAL & PLUMBING ENGINEER
LANDSCAPE ARCHITECT
KENT WATSON AND ASSOCIATES
210 N. HIGGINS AVE., ST. 334
MISSOULA, MT 59802
406.721.3500 office
KENT WATSON, LANDSCAPE ARCHITECT
SYSTEMS FURNITURE DESIGNER
INSITE INC.
631 PARK LANE
BILLINGS, MT 59102
(406) 256-6232 office
MARY SUE GUNNIFSON, INTERIOR DESIGNER
FOREST SUPERVISOR
DATETECHNICAL SERVICES OFFICER
DATE
REGIONAL ENGINEER DATE
SIGNATURES
REGIONAL FACILITIES PROGRAM MANAGER DATE
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/ 6/
:1
1:
P M
CV-2
03.01.17
COVERSHEET & GENERAL INFORMATION -
PHASE 2
13083.00
INRC WAREHOUSE - PHASE 1
USDA FOREST SERVICE
BUILDING AREAS (GROSS SF) -
PH-II
Name Area (GSF)
WAREHOUSE
(PHASE II)
17163 SF
HOTSHOTS
(PHASE I)
3651 SF
DISPATCH
(PHASE I)
6909 SF
27723 SF
GENERAL INFORMATION - PHASE 2
CV-2 COVERSHEET & GENERAL INFORMATION - PHASE 2
ARCHITECTURAL DRAWINGS - PHASE 2
A0.1 GENERAL INFORMATION
A0.2 INTERIOR AND EXTERIOR WALL TYPES
A0.3 LIFE SAFETY / CODE REVIEW
A1.0 ARCHITECTURAL SITE PLAN
A2.1 FIRST LEVEL PLAN - PHASE 2
A2.1F FIRST LEVEL FINISH PLAN - PHASE 2
A2.4 ROOF PLAN - PHASE 2
A3.2 ENLARGED PLANS - PHASE 2
A4.2 EXTERIOR ELEVATIONS - PHASE 2
A4.3 EXTERIOR ELEVATIONS - PHASE 2
A5.1 BUILDING SECTIONS - PHASE 2
A5.4 WALL SECTIONS - PHASE 2
A6.10 INTERIOR ELEVATIONS - PHASE 2
A6.11 INTERIOR ELEVATIONS - PHASE 2
A6.12 INTERIOR ELEVATIONS - PHASE 2
A6.13 INTERIOR ELEVATIONS - PHASE 2
A6.14 INTERIOR ELEVATIONS - PHASE 2
A6.15 INTERIOR ELEVATIONS - PHASE 2
A6.16 INTERIOR ELEVATIONS - PHASE 2
A6.17 INTERIOR ELEVATIONS - PHASE 2
A6.18 INTERIOR ELEVATIONS - PHASE 2
A6.19 INTERIOR ELEVATIONS - PHASE 2
A6.20 INTERIOR ELEVATIONS - PHASE 2
A6.21 INTERIOR ELEVATIONS - PHASE 2
A7.1 RCP - FIRST/GROUND LEVEL - PHASE 2
A9.1 SCHEDULES - PHASE 2
CIVIL DRAWINGS - PHASE 2
C1.13 2013 TOPOGRAPHIC SURVEY
CD1.2 DEMOLITION PLAN
C1.14 OVERALL PHASING PLAN
C1.15 PROPOSED SITE PLAN
C1.16 GRADING & DRAINAGE PLAN
C1.17 COORDINATE LAYOUT PLAN
C9.11 CIVIL DETAILS
STRUCTURAL DRAWINGS - PHASE 2
S0.1 GENERAL NOTES
S1.1 FOUNDATION PLAN
S2.2 ROOF FRAMING PLAN
S9.1 DETAILS
MECHANICAL DRAWINGS - PHASE 2
M0.2 HVAC NOTES, SCHEDULES & LEGENDS
M0.4 HVAC SCHEDULES
M0.5 HVAC SCHEDULES
M0.7 MEP COORDINATION
M2.2 1ST FLOOR HVAC PLAN
M2.4 ROOF HVAC PLAN
M9.3 HVAC DETAILS
FIRE PROTECTION DRAWINGS - PHASE 2
FP0.2 FIRE PROTECTION NOTES
FP2.2 FIRE PROTECTION PLAN
FP9.2 FIRE PROTECTION DETAILS
PLUMBING DRAWINGS - PHASE 2
P0.2 PLUMBING NOTES, SCHEDULES & LEGENDS
P2.2 1ST LEVEL UNDERSLAB PLUMBING PLAN
P2.4 1ST LEVEL PLUMBING PLAN
P9.2 PLUMBING DETAILS
ELECTRICAL DRAWINGS - PHASE 2
E0.2 SYMBOLS & ABBREVIATIONS
E1.3 ELECTRICAL SITE PLAN
E2.2 1ST LEVEL POWER PLAN
E2.5 1ST LEVEL SIGNAL PLAN
E7.2 RCP 1ST LEVEL LIGHTING PLAN
E9.13 DETAILS
E9.14 DETAILS
E9.15 DETAILS
E9.16 DETAILS
E9.17 DETAILS
E9.18 DETAILS
E9.19 SCHEDULES
E9.20 SCHEDULES
E9.21 SCHEDULES
E9.22 SCHEDULES
E9.23 SCHEDULES
MHS
MHS AF1-15A1
INV IN (SE): 2221.30
INV OUT (SW): 2221.17
MHS AF1-15
INV IN (NE): 2220.66
INV IN (NW): 2220.58
INV IN (SE): 2220.66
INV OUT (SW): 2220.45
MHS REX1-06
INV IN (N): 2225.92
INV OUT (E): 2225.92
MHS REX1-05
INV IN (W): 2214.46
INV IN (S): 2214.46
INV OUT (E): 2214.42
MHS REX1-15
INV IN (NW): 2245.73
INV OUT (SE): 2245.68
MHS REX1-14
INV IN (NW): 2245.19
INV OUT (SE): 2245.16
MHS REX1-13
INV IN (W): 2244.79
INV OUT (E): 2244.75
O
O
O
O
O
O
O
O
O
O
W
W
W
W
W
W
W
W
W
W
W
W
O
O
O
O
O
O
O
O
O
O
O
H
P
O
H
P
O
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P
O
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P
O
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P
O
H
P
O
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P
O
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P
O
H
P
O
H
P
O
H
P
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
O
O
O
O
O
O
S
S
S
S
SS
SS
SS
S
S
S
S
SS
SS
SS
1 - CP 1 MMI 2IN AC
10 - CP 10 60D
11 - CP 11 60D
12 - MMI CP 60D
13 - CP 13 60D
14 - CP 14 60D
16 - CP 16 60D
18 - CP 18 60D
20 - CP 20 60D
21 - CP 21 60D
PROP
PROP YPC 818
BURIED CABLE MARKER
BURIED CABLE MARKER
19 - CP 19 60D
2 - MMI AC
LEGEND
YELLOW HIGHWAY STRIPING
CENTERLINE OF ROAD
FLOWLINE
TOP BACK OF CURB
OVERHEAD POWER
SANITARY SEWER
WATER LINE
FENCE
PROPERTY LINE
DITCH
TREE LINE
ROCK
ASPHALT ROAD
TRAIL
CLEANOUT
GUY WIRE
LIGHT POLE
ELECTRICAL MANHOLE
SEWER MANHOLE
UTILITY POLE
SIGN POST
SPRINKLER HEAD
WATER VALVE
TRAFFIC BOX
TRAFFIC LIGHT
TELEPHONE PEDESTAL
TRANSFORMER PAD
MARKER, AS DESCRIBED
GATE POST
12IN & LESS DIA. CONIFEROUS TREE
13IN TO 24 IN DIA. CONIFEROUS TREE
25IN & GREATER DIA. CONIFEROUS TREE
FOUND MONUMENT, AS DESCRIBED
CONTROL POINT, AS DESCRIBED
BOLLARD
MHS
OHP
SS
W
O
CONTROL POINT DATA
POINT NUMBER
LOCAL NORTHING
20000.0000
20721.1096
20116.7592
20237.2844
20445.8652
19973.1833
20186.3620
20081.3979
19965.1815
20214.3257
20525.6497
20458.2735
20365.4998
LOCAL EASTING
40000.0000
40696.4768
39055.3732
40434.1063
40439.4376
40866.9242
41002.9327
41233.9097
41225.7303
40696.7688
40716.8744
40896.5977
40982.8753
ELEVATION
2253.42
2257.96
2252.87
2253.19
2255.65
2253.02
2252.79
2251.87
2251.32
2252.08
2253.75
2254.96
2255.71
DESCRIPTION
CP 1 MMI 2IN AC
MMI AC
CP FS OPC
CP 10 60D
CP 11 60D
MMI CP 60D
CP 13 60D
CP 14 60D
CP 16 60D
CP 18 60D
CP 19 60D
CP 20 60D
CP 21 60D
0 100100 20050
SCALE
IN FEET
N E
N E
S
E
S
Δ
L
R
N88°46'32"W, 387.00'
N88°46'32"W, 1077.79'
N88°46'32"W, 121.88'
C1.13TBM
CRH
DAJ
BILLINGS | BOZEMAN | MISSOULA
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
INRC WAREHOUSE (SOUTH) AND
SITE WORK - PHASE 2
13083
IPNF - IDAHO PANHANDLE NATIONAL FOREST
COPYRIGHT © MORRISON-MAIERLE, INC., 2017
engineers surveyors planners scientists
Morrison
Maierle
03.01.17CO
NS
TR
UC
TI
ON
D
OC
UM
EN
TS
1" = 100'
9 2013 TOPOGRAPHIC SURVEY
NURSERY ROAD
KATHLEEN AVENUE
2013 TOPOGRAPHIC SURVEY
2/2 7/2
7 4
:04 P
M
HORIZONTAL DATUM
BEARINGS ARE STATE PLANE GRID, DERIVED FROM GPS OBSERVATIONS WITH SURVEY-GRADE RECEIVERS AND
REFERENCED TO THE IDAHO COORDINATE SYSTEM, WEST ZONE, NAD 83. COORDINATES AND DISTANCES ARE
TRANSFORMED TO GROUND AT CONTROL POINT NO. 1. HORIZONTAL UNITS ARE US SURVEY FEET. COMBINED
SCALE FACTOR FOR THIS PROJECT IS 0.99990748.
VERTICAL DATUM
ELEVATIONS ARE NAVD88, BASED ON NGS OPUS SOLUTION AND COMPUTED USING GEOID 12A. VERTICAL UNITS
ARE US SURVEY FEET.
DATE OF SURVEY
FIELD WORK FOR THIS SURVEY TOOK PLACE DURING THE MONTH OF SEPTEMBER, 2013.
AutoCAD SHX Text
PPB
AutoCAD SHX Text
PPB
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
O
O
O
O
O
O
O
O
O
O
O
O
O
O
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
O
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OHP
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OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
O
O
O
O
O
O
O
O
O
O
O
O
O
X
X
SCALE
50 25 0 100
IN FEET
BILLINGS | BOZEMAN | MISSOULA
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
INRC WAREHOUSE (SOUTH) AND
SITE WORK - PHASE 2
13083
IPNF - IDAHO PANHANDLE NATIONAL FOREST
COPYRIGHT © MORRISON-MAIERLE, INC., 2017
engineers surveyors planners scientists
Morrison
Maierle
03.01.17CO
NS
TR
UC
TI
ON
D
OC
UM
EN
TS
1" = 50'
13 DEMOLITION PLAN
CD1.2
DEMOLITION PLAN
TBM
CRH
DAJ
REMOVE 195LF
TEMPORARY
FENCING
NEATLINE SAWCUT
ASPHALT & REMOVE
O
O
O
O
O
O
O
O
O
O
O
O
O
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W
W
W
W
W
W
W
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W
W
W
W
W
W
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W
W
W
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W
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S
SS
SS
SS
SS
SS
O
E
F
M
SCALE
50 25 0 100
IN FEET
BILLINGS | BOZEMAN | MISSOULA
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
INRC WAREHOUSE (SOUTH) AND
SITE WORK - PHASE 2
13083
IPNF - IDAHO PANHANDLE NATIONAL FOREST
COPYRIGHT © MORRISON-MAIERLE, INC., 2017
engineers surveyors planners scientists
Morrison
Maierle
03.01.17CO
NS
TR
UC
TI
ON
D
OC
UM
EN
TS
1" = 50'
13 OVERALL PHASING PLAN
C1.14
PHASE LEGEND
PHASE 1 INFRASTRUCTURE AND HARDSCAPE
PHASE 2 INFRASTRUCTURE AND HARDSCAPE
PHASE 3 INFRASTRUCTURE AND HARDSCAPE
W
K
A
T
H
L
E
N
A
V
E
PHASE1 PARTIAL: INCLUDES CONSTRUCTING ALL
PARKING AREAS AND BUILDING PADS TO WITHIN
0.05' OF BASE COURSE ELEVATION AND
INSTALLING PERMANENT SUMPS WITH
TEMPORARY SEDIMENT FEATURES AS WELL AS
TEMPORARY FENCE AS SHOWN. GRADE
BUILDING PADS TO DRAIN AWAY FROM PARKING.
NOTE:
ALL ROADWAYS, TRAILS, SIDEWALKS, AND
PARKING LOTS SHALL HAVE BASE MATERIAL
PROJECT BEYOND PHASE LIMITS AT A MAXIMUM
10:1 SLOPE TO SUPPORT NEW IMPROVEMENTS
UNLESS IT IS AN EDGE GRADED TO DAYLIGHT TO
EXISTING GROUND, THEN IT SHALL FOLLOW THE
GRADING PLAN.
OVERALL PHASING PLAN
NURSERY RD.
2/2 7/2
7 4
:04 P
M
TBM
CRH
DAJ
W. SHAWNA AVE.
AutoCAD SHX Text
PPB
AutoCAD SHX Text
PPB
AutoCAD SHX Text S
AutoCAD SHX Text S
SCALE
20 10 0 40
IN FEET
BILLINGS | BOZEMAN | MISSOULA
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
INRC WAREHOUSE (SOUTH) AND
SITE WORK - PHASE 2
13083
IPNF - IDAHO PANHANDLE NATIONAL FOREST
COPYRIGHT © MORRISON-MAIERLE, INC., 2017
engineers surveyors planners scientists
Morrison
Maierle
03.01.17CO
NS
TR
UC
TI
ON
D
OC
UM
EN
TS
1" = 20'
13 PROPOSED SITE PLAN
INRC WAREHOUSE
NORTH - PHASE 1
C1.15
INRC WAREHOUSE
SOUTH - PHASE 2
1" = 10'
11 DETAIL 'A'
SEE DETAIL 'A', THIS SHEET
PROPOSED SITE PLAN
2/2 7/2
7 4
:05 P
M
PEDESTRIAN GATE
R
16'
89.5'
7.5'
48'
P
A R
K I N
G
S
T A
L L S
P
A R
K I N
G
S
T A
L L S
R
R
R
R
R
R
R200'
R24.5
R1.5'
R
R19.5'
R15.5'
R104'
R60'
TBM
CRH
DAJ
11.5'
7.5'
INSTALL TYPE III BARRICADE
W/ SIDEWALK CLOSED SIGN
(MUTCD R9-9 24"x12")
ATTACHED
20'
(TYP.)
T
Y P
FG: 54.80'
FG: 54.87'
FG: 54.92'
FG: 54.92'
FG: 54.72'
FG: 54.04'
FG: 53.61'
FG: 53.67'
FG: 54.87'
FG: 54.83'
FG: 54.92'
FG: 53.68'
FG: 53.75'
FG: 53.86'
FG: 53.83'
FG: 54.11'
FG: 54.74'
FG: 54.92'
FG: 54.92'
FG: 54.88'
FG: 54.81'
FG: 54.84'
FG: 54.84'
FG: 54.84'
FG: 55.00'
FG: 54.94'
SCALE
20 10 0 40
IN FEET
NOTES
1. ADD 2200' TO ALL SPOT ELEVATIONS.
BILLINGS | BOZEMAN | MISSOULA
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
INRC WAREHOUSE (SOUTH) AND
SITE WORK - PHASE 2
13083
IPNF - IDAHO PANHANDLE NATIONAL FOREST
COPYRIGHT © MORRISON-MAIERLE, INC., 2017
engineers surveyors planners scientists
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1" = 30'
13 GRADING & DRAINAGE PLAN
C1.16
GRADING & DRAINAGE PLAN
2/2 7/2
7 4
:05 P
M
INRC WAREHOUSE SOUTH - PHASE 2
FF = 55.00
TBM
CRH
DAJ
EDGE OF CONCRETE POINT TABLE
POINT NUMBER
RAW DESCRIPTION
EC
PC
PT
PRC
PCC
EC
PC
PT
PRC
EC
PC
PT
PRC
PRC
PRC
PCC
PRC
PCC
PT
EC
EC
NORTHING
20117.51
20194.84
20199.66
20213.15
20259.67
20273.77
20297.20
20295.18
20284.97
20285.52
20286.25
20291.20
20281.17
20279.93
20276.95
20262.66
20214.28
20205.58
20209.85
20118.55
20310.83
EASTING
40588.82
40589.53
40593.41
40607.74
40637.28
40673.03
40590.47
40592.50
40658.62
40673.03
40590.37
40595.37
40657.35
40664.30
40664.50
40634.63
40603.91
40597.35
40589.67
40475.78
40477.55
SCALE
20 10 0 40
IN FEET
BILLINGS | BOZEMAN | MISSOULA
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
INRC WAREHOUSE (SOUTH) AND
SITE WORK - PHASE 2
13083
IPNF - IDAHO PANHANDLE NATIONAL FOREST
COPYRIGHT © MORRISON-MAIERLE, INC., 2017
engineers surveyors planners scientists
Morrison
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03.01.17CO
NS
TR
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ON
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UM
EN
TS
1" = 20'
13 COORDINATE LAYOUT PLAN
INRC WAREHOUSE
NORTH - PHASE 1
C1.17
INRC WAREHOUSE
SOUTH - PHASE 2
COORDINATE LAYOUT PLAN
2/2 7/2
7 4
:05 P
M
TBM
CRH
DAJ
ABBREVIATIONS
PC POINT OF CURVATURE
PT POINT OF TANGENCY
PCC POINT OF COMPOUND CURVATURE
PRC POINT OF REVERSE CURVATURE
N: NORTHING
E: EASTING
1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY
ABUTTING THE ADJACENT BALES.
2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES (4") AND PLACED SO THE BINDINGS ARE
HORIZONTAL.
3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO (2) STAKES OR REBARS DRIVEN THROUGH THE
BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO
FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE.
4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE
STORM FLOW OR DAMAGE.
6"
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED
MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6-INCH WIDE TRENCH WITH
APPROXIMATELY 12 INCHES OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH.
ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12 INCHES APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SOIL AND FOLD REMAINING 12-INCH PORTION OF THE BLANKET BACK OVER SEED AND
COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED
APPROXIMATELY 12 INCHES APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH
THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO
SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE
PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH
EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. 4THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2-5 INCHES OVERLAP
DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE
OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON
THE PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE)
WITH AN APPROXIMATE 3-INCH OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12
INCHES APART ACROSS ENTIRE BLANKET WIDTH.
NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6
INCHES MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
3B
3A
3"
2"-5"
12"
6"
BILLINGS | BOZEMAN | MISSOULA
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
INRC WAREHOUSE (SOUTH) AND
SITE WORK - PHASE 2
13083
IPNF - IDAHO PANHANDLE NATIONAL FOREST
COPYRIGHT © MORRISON-MAIERLE, INC., 2017
engineers surveyors planners scientists
Morrison
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C9.11
CIVIL DETAILS
2/2 7/2
7 4
:05 P
M
NOT TO SCALE
10 TYPICAL CONCRETE SECTION
NOT TO SCALE
9 TYPICAL ASPHALT SECTION
TBM
CRH
DAJ
6" CONCRETE
4" OF
" MINUS
CRUSHED BASE
SUBGRADE,
TOP 8" 95%
PROCTOR DENISITY
3" ASPHALT CONCRETE
SURFACING
8" OF
" OR 1
" MINUS
CRUSHED AGGREGATE BASE
COURSE
SUBGRADE, TOP 8"
95% ASTM D698
PROCTOR DENSITY
SEPARATION FABRIC
SEPARATION FABRIC
NOTE:
REFER TO GEOTECHNICAL REPORT
NOTE:
REFER TO GEOTECHNICAL REPORT
NOT TO SCALE
12 EROSION CONTROL BLANKET DETAIL
FOR SLOPE INSTALLATION
AutoCAD SHX Text
CITY ENGINEER, PE 7432
AutoCAD SHX Text CITY OF COEUR d'ALENE STANDARD DRAWING
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DWG NO.
AutoCAD SHX Text
SILT
AutoCAD SHX Text
FENCE
AutoCAD SHX Text M-20
AutoCAD SHX Text
NEWLY GRADED OR
AutoCAD SHX Text
DISTURBED SIDE SLOPE.
AutoCAD SHX Text
WELDED WIRE
AutoCAD SHX Text
FABRIC BACKING
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
WASHED ROCK
AutoCAD SHX Text 2"x4" DOUGLAS FIR
AutoCAD SHX Text
BURY BOTTOM OF
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
MATERIAL.
AutoCAD SHX Text %%u TYPICAL CROSS SECTION %%
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
POSTS
AutoCAD SHX Text
AT 4' O.C.
AutoCAD SHX Text No.1 GRADE OR EQUAL.
AutoCAD SHX Text
FILTER FABRIC MATERIAL
AutoCAD SHX Text MIRAFI 100x OR EQUAL.
AutoCAD SHX Text
STAPLES OR WIRE RINGS
AutoCAD SHX Text
AT 24" SPACING
AutoCAD SHX Text 6"x6"x14 GA WELDED
AutoCAD SHX Text
WIRE FABRIC OR EQUAL.
AutoCAD SHX Text
BURY BOTTOM OF
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text IN 8"x8" TRENCH.
AutoCAD SHX Text %%u ELEVATION %%
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
OR STEEL "T" OR "U"
AutoCAD SHX Text
FLOW
AutoCAD SHX Text 4/1/08
AutoCAD SHX Text
CITY ENGINEER, PE 7432
AutoCAD SHX Text CITY OF COEUR d'ALENE STANDARD DRAWING
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DWG NO.
AutoCAD SHX Text
STRAW BALE DIKE
AutoCAD SHX Text M-30
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
4" VERTICAL FACE
AutoCAD SHX Text %%uBEDDING DETAIL%%
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
ANGLE FIRST STAKE TOWARD
AutoCAD SHX Text
PREVIOUSLY LAID BALE
AutoCAD SHX Text
BOUND BALES PLACED ON CONTOUR
AutoCAD SHX Text 2 REBARS, STEEL PICKETS OR 2"x2" STAKES
AutoCAD SHX Text
1 1/2' TO 2' IN GROUND, DRIVE STAKES
AutoCAD SHX Text
FLUSH WITH BALES.
AutoCAD SHX Text %%uANCHORING DETAIL%%
AutoCAD SHX Text %%uCONSTRUCTION SPECIFICATIONS%%
AutoCAD SHX Text 4/1/08
AutoCAD SHX Text
CITY ENGINEER, PE 7432
AutoCAD SHX Text CITY OF COEUR d'ALENE STANDARD DRAWING
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DWG NO.
AutoCAD SHX Text
SIDEWALK JOINTS
AutoCAD SHX Text
AND SECTIONS
AutoCAD SHX Text C-5
AutoCAD SHX Text Expansion joints at curb returns, adjacent to structures and at 25' intervals.
AutoCAD SHX Text 3/4" grooves with 1/2" radius edges at 5' intervals.
AutoCAD SHX Text on plans
AutoCAD SHX Text 1/2" R
AutoCAD SHX Text 1/2" R
AutoCAD SHX Text
CONTIGUOUS
AutoCAD SHX Text
NON-CONTIGUOUS
AutoCAD SHX Text 1/2" R
AutoCAD SHX Text 1/2" R
AutoCAD SHX Text
3. Concrete shall be Portland Concrete Cement with a minimum 28 day compressive
AutoCAD SHX Text Expansion Joint
AutoCAD SHX Text filler material
AutoCAD SHX Text 1/2" R
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 3/8"
AutoCAD SHX Text on plans
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text strength of 4000 PSI.
AutoCAD SHX Text 4" Min. of Non-Expansive
AutoCAD SHX Text Granular Material Compacted
AutoCAD SHX Text to 95%%% of Modified Procter
AutoCAD SHX Text 4" Min. of Non-Expansive
AutoCAD SHX Text Granular Material Compacted
AutoCAD SHX Text to 95%%% of Modified Procter
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text 1.
AutoCAD SHX Text 2.
AutoCAD SHX Text See Note 2
AutoCAD SHX Text See Note 1
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text See Note 1
AutoCAD SHX Text See Note 1
AutoCAD SHX Text Slope 1%%% to 2%%%
AutoCAD SHX Text Slope 1%%% to 2%%%
AutoCAD SHX Text Level
AutoCAD SHX Text 4/20/15
AB ANCHOR BOLT
ABV ABOVE
A/C AIR CONDITIONING
ACT ACOUSTICAL CEILING TILE
ADDL ADDITIONAL
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
ARCH ARCHITECT(URAL)
AWN AWNING
B/ BOTTOM OF
BD BOARD
BLDG BUILDING
BLKG BLOCKING
BM BEAM OR BENCHMARK
BRG BEARING
BTWN BETWEEN
BUR BUILT-UP ROOF
CAB CABINET
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
CONST CONSTRUCTION
CG CORNER GUARD
CPT CARPET
CSMT CASEMENT
CT CERAMIC TILE
D DEEP
DF DRINKING FOUNTAIN
DH DOUBLE HUNG
DIM(S) DIMENSIONS
DISP DISPENSER
DN DOWN
DR DOOR
DS DOWNSPOUT
DTL DETAIL
DWG DRAWING
E EAST
EA EACH
EC EXISTING COLUMN
EJ EXPANSION JOINT
ELEC ELECTRICAL
EL ELEVATION
ELEV ELEVATOR
EQ EQUAL
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION OR EXPOSED
EXT EXTERIOR
FACP FIRE ALARM CONTROL PANEL
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
F.F. FINISH FLOOR
FIN FINISH
FIXT FIXTURE
F LR FLOOR
FND FOUNDATION
FP FIRE PROTECTION
FR FRAME
FRMG FRAMING
FT FEET/FOOT OR FIRE TREATED
FTNG FOOTING
FRP FIBERGLASS REINFORCED PANEL
FRT FIRE RETARDANT TREATED
GA GAUGE
GALV GALVANIZED
GB GYPSUM BOARD
GC GENERAL CONTRACTOR
GL GLASS, GLAZING
GWB GYPSUM WALL BOARD
GYP GYPSUM
HC HANDICAP
HDR HEADER
HDW HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
HTD HEATED
HVAC HEATING/VENTILATION & AIR CONDITIONING
HT HEIGHT
HTD HEATED
HVAC HEATING/VENTILATION & AIR CONDITIONING
ID INSIDE DIAMETER
INFO INFORMATION
ISO ISOCYANURATE
INSUL INSULATE / INSULATED / INSULATION
INT INTERIOR
INV INVERT
JT JOINT
J-BOX JUNCTION BOX
KIT KITCHEN
L LONG / LENGTH
LAM LAMINATE(D)
LAV LAVATORY
LF LINEAR FEET
LT LIGHT
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MECH MECHANIC(AL)
MEZZ MEZZANINE
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MTL METAL
N NORTH
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER OR OVERFLOW DRAIN
OPNG OPENING
OPP OPPOSITE
OSCI OWNER-SUPPLIED, CONTRACTOR-INSTALLED
OSOI OWNER-SUPPLIED, OWNER-INSTALLED
OSB ORIENTED STRAND BOARD
OVHD OVERHEAD
PL PLATE
PLAM PLASTIC LAMINATE
PLUMB PLUMBING
PLYWD PLYWOOD
PNL PANEL
PNT PAINT
POLY POLYESTER OR POLYOLEFIN
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED OR POINT
PVMT PAVEMENT
QT QUARRY TILE
QTR QUARTER
QTY QUANTITY
R RADIUS
RA RETURN AIR
RB RUBBER BASE
RD ROOF DRAIN
RECY RECYCLE(D)
REF REFERENCE
REFRIG REFRIGERATOR OR REFRIGERATION
REINF REINFORCE
REQD REQUIRED
RM ROOM
RO ROUGH OPENING
ROW RIGHT OF WAY
S SOUTH
SC SOLID CORE
SCH SCHEDULE
SCHED SCHEDULE
SECT SECTION
SF SQUARE FEET
SFRM SPRAY APPLIED FIRE RESISTIVE MATERIAL
SGL SINGLE
SHT SHEET
SHTG SHEATHING
SIM SIMILAR
SPECS SPECIFICATIONS
SOD SLAB ON DECK
SOG SLAB ON GRADE
SOH SAME OPPOSITE HAND
SS STAINLESS STEEL
ST STONE TILE
STND STANDARD
STL STEEL
STRUCT STRUCTURAL
TEMP TEMPERED
THK THICK
THRESH THRESHOLD
T.O. TOP OF
TOBM TOP OF BEAM
T.O.P. TOP OF PLATE
T.O.S. TOP OF STEEL
T/ TOP OF
T&G TONGUE AND GROOVE
TEL TELEPHONE
THK THICK
TRANS TRANSOM
TV TELEVISION
TYP TYPICAL
UL UNDERWRITERS LABORATORY
UNO UNLESS NOTED OTHERWISE
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VP VENEER PLASTER
VR VAPOR RETARDER
VT VINYL TILE
VWC VINYL WALL COVERING
W WIDE OR WEST
W/ WITH
WC WATER CLOSET
WD WOOD
WDW WINDOW
WG WALL GUARD
WH WATER HEATER
W/IN WITHIN
W/O WITHOUT
WP WATERPROOF
WR WATER RESISTANT
WT WEIGHT
WWF ELDED WIRE FABRIC
# NUMBER OR POUND
@ AT
ARCHITECTURAL ABBREVIATIONS
EXPLANATION OF SYMBOLS
TYPICAL SHEET LAYOUT
A1.01 : A3.01
BUILDING
SECTION
WALL
SECTION
ELEVATION
GRID LINE
DETAIL
CALL OUT
108.1
WINDOW
DESIGNATION
INTERIOR
ELEVATION
ROOM NUMBER
DOOR NUMBER
EXTERIOR
ELEVATION
DETAIL
SECTION
SHEET WHERE VIEW APPEARS
POSITION OF VIEW ON SHEET
SHEET OF ORIGIN
KEYNOTE
DESIGNATION
WALL TYPE TAG
DETAIL NAME
1 1/2" = 1'-0"
VIEW SCALE
VIEW NAME
A4.#
A6.#
A3.#
A3.#
A3.#
A3.#
#1
#2
#3
#4
A
W1
A
EARTH
GRAVEL
CONCRETE
MASONRY
ALUMINUMFINISH WOOD
SHEATHING BOARD STEEL
GYPSUM WALLBOARD
GYPSUM BOARD
ON CEILINGS
FIBERGLASS BATT OR MINERAL
WOOL INSULATION
RIGID BOARD INSULATION
SPRAY FOAM INSULATION
MATERIALS LEGEND
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
/2
/2
:5
:5
P
M
A0.1
03.01.17
GENERAL INFORMATION
13083.00
INRC WAREHOUSE - PHASE 2
USDA FOREST SERVICE
CM
BP
S2
S1
S3
6" METAL FRAMING
5/8" GWB
FINISH VARIES (SEE FINISH SCHEDULE AND
INTERIOR ELEVATIONS)
WALL BASE VARIES (SEE FINISH SCHEDULE
AND INTERIOR ELEVATIONS)
3 5/8" METAL FRAMING
5/8" GWB
FINISH VARIES (SEE FINISH SCHEDULE AND
INTERIOR ELEVATIONS)
WALL BASE VARIES (SEE FINISH SCHEDULE
AND INTERIOR ELEVATIONS)
5/8" GWB
FINISH VARIES (SEE FINISH SCHEDULE AND
INTERIOR ELEVATIONS)
WALL BASE VARIES (SEE FINISH SCHEDULE
AND INTERIOR ELEVATIONS)
INTERIOR WALL TYPES
6" WALL PARTITION
3 5/8" WALL PARTITION
3 5/8" WALL PARTITION, GWB
ONE SIDE
5/8" 6" 5/8"
7 1/4"
5"
5/8" 3 5/8" 5/8"
3 5/8" 5/8"
WALL ASSEMBLIES LEGEND
WALL TYPE DESIGNATION
NUMBER - SUBSET OF WALL TYPE
CM - CONCRETE MASONRY
S - STEEL STUD
SW - SHAFT WALL
FW - FIRE WALL STEEL STUD
P - PARAPET
W1
1. ALL WALLS SHALL HAVE SOUND ATTENUATION BATTS.
2. WALLS INDICATED WITH (GWB-TB) TO RECEIVE MOISTURE RESISTANT CORE
IN PLACE OF GYPSUM WALL BOARD AT LOCATIONS INDICATED ON PLANS,
INTERIOR ELEVATIONS AND IN ROOM FINISH SCHEDULE.
3. WALL TYPES TO DO NOT INCLUDE WALL FINISHES. SEE FINISH SCHEDULE
FOR WALL FINISH INFORMATION.
4. ALL FIRE RATED WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH
TESTING AGENCY REQUIREMENTS. REFER TO SPECIFIC TEST REPORTS
FOR REQUIRED COMPONENTS AND ASSEMBLY.
5. BLOCKING IS REQUIRED AT: WALL MOUNTED CABINETS; WALL MOUNTED
ACCESSORIES AND EQUIPMENT; WALL MOUNTED DOORSTOPS; WALL
MOUNTED HOLD OPEN DEVICES AND/OR CLOSURES; TOILET PARTITIONS
AND ACCESSORIES; OTHER LOCATIONS AS REQUIRED BY THE ARCHITECT
AND INDUSTRY STANDARDS.
INTERIOR WALL ASSEMBLIES GENERAL NOTES
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/ 3/
1:
:1
A
M
A0.2
03.01.17
INTERIOR AND EXTERIOR WALL TYPES
13083.00
INRC WAREHOUSE - PHASE 1
USDA FOREST SERVICE
CM
PROJECT DATA
CODE TYPE CODE TITLE
BUILDING 2012 INTERNATIONAL BUILDING CODE (IBC)
ACCESSIBILITY 2012 IBC W/ ADMINISTRATIVE RULES OF IDAHO
MECHANICAL 2012 INTERNATIONAL MECHANICAL CODE (IMC)
FIRE 2012 INTERNATIONAL FIRE CODE (IFC)
PLUMBING 2012 INTERNATIONAL PLUMBING CODE (IPC)
ELECTRICAL NATIONAL ELECTRICAL CODE (NFPA) 2014 EDITION
ENERGY 2012 INTERNATIONAL ENERGY CONSERVATION CODE
(IECC) W/ ADMINISTRATIVE RULES OF MONTANA
FIRE SPRINKLERS NATIONAL FIRE PROTECTION ASSOCIATION, NFPA 13
FIRE ALARM NATIONAL FIRE PROTECTION ASSOCIATION, NFPA 72
USE AND OCCUPANCY CLASSIFICATION
ALLOWABLE BUILDING HEIGHTS AND AREAS
PER (IBC TABLE 503):
TYPE II-B CONSTRUCTION
55'-0" MAXIMUM HEIGHT
'B' OCCUPANCY: 3 STORIES MAX, 23,000 S.F./STORY = 69,000 S.F. MAX.
S-1 OCCUPANCY: 2 STORIES MAX, 17,500 S.F./STORY = 35,000 S.F. MAX.
PROJECT NAME: INTERAGENCY NATURAL RESOURCE CENTER - WAREHOUSE
PROJECT ADDRESS: 3815 SCHREIBER WAY, COEUR D'ALENE, ID 83815
GROUP(B): GROUP "B", BUSINESS - PHASE 1 & PHASE 2
GROUP(S-1): GROUP "S", STORAGE - PHASE 2
RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES: II, REFERENCE IBC TABLE 1604.5
REQUIRED BIKE PARKING
TITLE 17 COEUR D'ALENE ZONING CODE
17.44.100: BICYCLE PARKING SPACE:
"Where off street parking is required by this chapter, one bike rack capable of accommodating at least two (2) bikes is required for the first ten (10) required parking stalls. Additional bike racks will be installed on a ratio accommodating one bike for each additional ten (10) parking stalls.
The required bike racks must be located on the same lot as, and within a reasonable distance of, the principal use or structure. The bike racks must be placed in a location that will not interfere with pedestrian or vehicular traffic and the area where the rack is placed must meet the paving requirement contained in section 17.44.310 of this chapter. A reduction in the total number of off street parking spaces may be available for providing special accommodations for bicyclists as provided in section 17.44.200 of this chapter. (Ord. 3403, 2011)"
1 BIKE PARKING SPACE PER 10 MOTORIZED VEHICULAR PARKING SPOTS
OCCUPANT LOAD
OCCUPANCY LOAD IBC 1004.1.2
B
100 GSF/OCC.
FIRST LEVEL
MEZZANINE LEVEL (ACCESSORY MECH. EQ. ROOM) 300 GSF/OCC.
ACTUAL AREA - SINGLE STORY WITH MEZZANINE
TOTAL OCCUPANTS:
MEANS OF EGRESS WIDTH
B
STAIRWAYS @ 0.2" PER OCCUPANT (IF SPRINKLERED) IBC 1005.3.1
HALLS @ 0.15" PER OCCUPANT (IF SPRINKLERED) IBC 1005.3.2
S-1
5"
PLUMBING FIXTURES
LAV DRINKING
FOUNTAINDIVIDE LOAD BY 2 PER 2902.1.1
WATER CLOSET
M
1 PER STORY1 PER 65
F
1 PER 125 1 PER 200
190 OCCUPANTS ASSUME 95 MALE, 95 FEMALE
CONSTRUCTION TYPE
CHAPTER 6
TYPE II-B, FULLY SPRINKLERED
33"
3.75" 24.75"
OCCUPANCY SEPARATIONS
REQUIRED SEPARATION OF OCCUPANCIES (IBC TABLE 508.4): NO SEPARATION REQUIREMENT
INCREASES IN ALLOWABLE AREA:
PER 506.1
FORMULA: Aa = {At +[At x If] + [At x Is]} Aa = {35,000 S.F. + [35,000 S.F. x .75] + [35,000 S.F. x 2]} = 131,250 S.F.
FRONTAGE INCREASE IN ALLOWABLE AREA PER IBC 506.2:
FORMULA: If = [F/P -0.25]W/30 If = [848'/848' -0.25] 30'/30 = .75
Is = 2, PER IBC 506.3 DUE TO AUTOMATIC SPRINKLER SYSTEM INCREASE
1 2 1 M & 1 F 1
MEZZANINE IBC SECT. 505
AGGREGATE AREA IN TYPE II SHALL NOT BE GREATER THAN 1/2 OF THE FLOOR AREA OF THE
ROOM IN BUILDINGS AND STRUCTURES EQUIPPED THROUGHOUT WITH A SPRINKLER SYSTEM
AND FIRE ALARM SYSTEM. THE MEZZANINE IS NOT REQUIRED TO BE OPEN TO THE ROOM
WHERE IT IS LOCATED BECAUSE ITS OCCUPANCY IS FEWER THAN 10 PERSONS.
15,181 S.F.FIRST LEVEL (PHASE 1)
MEZZANINE LEVEL (PHASE 1) 2,137 S.F.
14%MEZZANINE AS PERCENTAGE OF FIRST LEVEL AREA
B
100 GSF/OCC.
FIRST LEVEL (ACCESSORY STORAGE AREAS) 300 GSF/OCC. 5
PHASE 2PHASE 1
TOTAL OCCUPANTS BY PHASE PHASE 1 = 118
S-1
500 GSF/OCC.
PHASE 2 = 72
PHASE
B
FIRST LEVEL
MEZZANINE LEVEL
TOTAL AREA:
2,137 S.F.
10,477 S.F. 4,704 S.F.
PHASE 2PHASE 1
TOTAL AREA BY PHASE PHASE 1 = 12,614 S.F.
29,812 S.F.
S-1
12,494 S.F.
PHASE 2 = 17,198 S.F.
OCCUPANCY TYPE B
0 S.F. 0 S.F.
EXIT EXIT
EXIT
EXIT
EXIT
EXIT ACCESS DISTANCE = 127'-0"
START COMMON
PATH OF TRAVEL
'-5
T
O C
O M
M O
N P
A T
H O
F T
R A
V E
L
'-2
C
O M
M O
N P
A T
H O
F T
R A
V E
L T
O E
X
IT
75'-8" TO COMMON PATH OF
TRAVEL
START COMMON
PATH OF TRAVEL
/4
EXIT ACCESS DISTANCE =
91'-3"
START COMMON
PATH OF TRAVEL
COMMON PATH OF TRAVEL IN B & S OCCUPANCIES CANNOT EXCEED:
100'-0" WITH FIRE SPRINKLERS
100'-0" WITHOUT FIRE SPRINKLERS IF OCCUPANCY < 30
75'-0" WITHOUT FIRE SPRINKLERS IF OCCUPANCY > 30
COMMON PATH OF TRAVEL DISTANCE SHALL BE INCLUDED IN TOTAL EXIT ACCESS DISTANCE
WHEN A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM, THE
SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE- THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED.
MAXIMUM OVERALL DIAGONAL DIMENSION = 309'-7"
SEPARATION OF EXIT DOORS OR EXIT ACCESS DOORWAYS = 103'-2"
EXIT ACCESS TRAVEL DISTANCE PER IBC TABLE 1016.2
S-1 OCCUPANCY W/ SPRINKLER SYSTEM = 250 FT
S-1 OCCUPANCY W/OUT SPRINKLER SYSTEM = 200 FT
B OCCUPANCY W/ SPRINKLER SYSTEM = 300 FT
B OCCUPANCY W/OUT SPRINKLER SYSTEM = 200 FT
BLM UNHEATED
STORAGE
BLM WOOD SHOP FWS STORAGE
CIO / TEC VEHICLE
BAY
BLM / FIRE
STORAGE
HOTSHOT TOOL
SHOP/WORK AREA
HOTSHOT OFFICE
HOTSHOT OFFICE
HOTSHOT SQUAD
LEADER/SRFF
OFFICE
HOTSHOT READY
ROOM/PERSONAL
GEAR/LOCKERS
HOTSHOT
EQUIPMENT
STORAGE
ENTRY / WAITING
SHARED TRAINING
ROOM/CLASSROOM
SHARED TRAINING
ROOM/CLASSROOM
SHARED
UNHEATED
STORAGE
LAW STORAGE
F H
P S
T O
R A
G E
F H
P C
L E
A N
R O
O M
FHP LAB
FWS LAB
ECO STORAGE
TEC STORAGE
CIO PROGRAM/
PROJECT STG
CIO
B U
IL
D
IN
G
S T
G
J A
N
IT
O R
IA
L
MAC ROOM /
BRIEFING ROOM
HISTORICAL FILE
STORAGE
UNISEX TOILET
WOMENS
LOCKERS/
SHOWERS
M E
N S
L O
C K
E R
S
S H
O W
E R
S
STORAGE
ELEC. RM.
W A
T E
R S
E R
V
IC
E
R
IS
E R
R M
M E
N S
R E
S T
R O
O M
W O
M E
N S
R E
S T
R O
O M
IA FLOOR
INTEL/DUTY
OFFICER
ASST. CENTER
MNGR. OFFICE
CENTER MNGR.
OFFICE
'B' OCCUPANCY = 13,901 G.S.F. = 139 OCCUPANTS
309'-7" OVERALL DIAGONAL DIMENSION
E X
IT
A
C C
E S
S D
IS
T
A N
C E
9' -1
/4
3' - 2 3/4"
EXIT ACCESS DISTANCE = 223'-5"
'-2
C
O M
M O
N P
A T
H O
F T
R A
V E
L T
O E
X
IT
E X
IT
A
C C
E S
S D
IS
T
A N
C E
1' -0
EXIT ACCESS DISTANCE = 132'-1"
51'-1" COMMON PATH OF TRAVEL TO EXIT
START COMMON
PATH OF TRAVEL
START COMMON
PATH OF TRAVEL
'S-1' OCCUPANCY = 12,494 G.S.F. = 25 OCCUPANTS
'B' OCCUPANCY, ACCESSORY STORAGE AREAS = 1,280
G.S.F. = 5 OCCUPANTS
PHASE 2PHASE 1
PHASE 2PHASE 1
WAREHOUSE (SOUTH END) BUILDING AND FINISHES ONLY
(NOT DESCRIBED IN THESE DOCUMENTS)
SITE WORK, UTILITIES AND WAREHOUSE (NORTH END)
(DESCRIBED IN THESE DOCUMENTS)
81'-10" TRAVEL DISTANCE
TO FOOT OF STAIR
136'-9" EXIT TRAVEL DISTANCE FROM
FOOT OF STAIR TO FURTHEST EXIT
TOTAL DISTANCE = 218'-7" ALL 'B'
OCCUPANCY
'B' OCCUPANCY ACCESSORY MECHANICAL EQUIPMENT ROOMS
300 G.S.F./OCCUPANT (PER TABLE 1004.1.2): 2,137 G.S.F. = 8 OCCUPANTS
TEL/COMM
STAIR 1
CLOS.
MECHANICAL ROOM UNOCCUPIED ATTIC SPACE
OPEN TO BELOW
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
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1:
:5
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M
A0.3
03.01.17
LIFE SAFETY / CODE REVIEW
13083.00
INRC WAREHOUSE - PHASE 2
USDA FOREST SERVICE
CM
BP
BP
: 1/16" = 1'-0"A0.3A4.0
10 FIRST LEVEL PLAN - LIFE SAFETY PLAN
: 1/16" = 1'-0"A0.3A4.2
14 MEZZANINE LEVEL PLAN - LIFE SAFETY PLAN
PHASE 1PHASE 2WAREHOUSE
ARCH F.F. 100'-0"
OFFICE
PHASE 3
OVERALL FOOTPRINT = 27,545
GSF
RADIO TOWER, N.I.C.
MECH. EQUIPMENT ON PAD
W/ ENCLOSURE FENCE & GATE
IMPORTANT NOTE:
REFERENCE CIVIL DRAWINGS FOR CURRENT SITE
LAYOUT. FOR REFRENCE ONLY.
BLM TRAILERS (N.I.C.)
A3.0
A3.0
A3.0
PAD & TOWER FOUNDATION
PAD MOUNTED
GENERATOR
(2) DUMPSTERS (N.I.C.)
ENCLOSURE FENCE W/
(2) DOUBLE GATES
LINE OF ROOF ABOVE (TYP)
(4) CURBSIDE BINS (N.I.C.)
PHASE 2
FOOTPRINT =
17,211 GSF
PHASE 1
FOOTPRINT =
10,334 GSF
A1.1
WORK TO BE PERFORMED (PHASE 1)
WORK TO BE PERFORMED IN A FUTURE PHASE (PHASES 2 & 3)
ARCHITECTURAL SITE PLAN LEGEND
SITE INFORMATION
OWNER: INTERAGENCY NATURAL RESOURCE CENTER (INRC)
PROPERTY ADDRESS: 3815 SCHREIBER WAY, COEUR D'ALENE, ID 83815
PARCEL NO.: 51N04W-34-6200
SECTION MAP: 514W34SW
SECTION 34, TOWNSHIP 51 NORTH, RANGE 4 WEST
SERIAL: 137345
FULL LEGAL: A PORTION OF THE NW 1/4 OF THE SW 1/4 SECTION 34, AND A PORTION OF THE NE 1/4 OF THE SE 1/4, SEC. 33, ALL IN T.51N., T4W., B.M. CITY OF COEUR D'ALENE, KOOTENAI
COUNTY, IDAHO
GEOCODE: 47.716930, -116.826681
ZONING: NC
CITY OF COEUR D'ALENE, IDAHO CITY CODE, CHAPTER 17.44 OFF STREET PARKING, SECTION 17.44.050 CIVIC USES
ADMINISTRATIVE USE: 1 SPACE/330 S.F. FLOOR AREA
ESSENTIAL SERVICES: NONE REQUIRED
PARKING REQUIRED: 36 SPACES
PARKING PROVIDED: 43 PASSENGER VEHICLE SPACES
ACCESSIBLE SPACES REQUIRED ( PER IBC 1106.1): 2 SPACES
ACCESSIBLE SPACES PROVIDED: 2 SPACES
VAN SPACES REQUIRED: 1 PER 6 ACCESSIBLE SPACES
VAN SPACES PROVIDED: 2 SPACES
PARKING DATA
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
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TECH. REVIEW
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3/ 6/
:1
6:
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A1.0
03.01.17
ARCHITECTURAL SITE PLAN
13083.00
INRC WAREHOUSE - PHASE 1
USDA FOREST SERVICE
Checker
Author
Designer
: 1" = 50'-0"A1.0A4.0
13 ARCHITECTURAL SITE PLAN
B B
D D
C C
FHP LAB
CIO PROGRAM/
PROJECT STG
24' - 10" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"
ECO STORAGE
FWS STORAGE
A A
CIO / TEC VEHICLE
BAY
CP
SHARED
UNHEATED
STORAGE
FHP CLEAN ROOM
FWS LAB
TEC STORAGE
CIO
FHP STORAGE
LAW STORAGE
139 A3.2
A6.12
A6.11
A6.20
10 6
A6.19
7 5
A6.18
7 5
A6.17
10 6
A6.16
13 5
BLM WOOD SHOP
BLM UNHEATED
STORAGE
A6.15
A6.14
A6.14
A6.13
1 6
A6.15
142.1 147.1142.2 143.1
.3
.2
.3
.6
146.2
.2
144.2
.3
.4
.1
140.1
.3
.7
.5
.1
.1
.1
132.2
.1
144.1
.1
B
.1
A
.1
.1
139.1 131.1
130.1
12X12 SEEDLING
COOLER (N.I.C.)
FOOTPRINT1
.6
141.3
BUILDING STG.
JANITORIAL
BLM / FIRE
STORAGE
A5.1
A5.1
A5.1
A5.1
5'
1/ 4"
3/
4"
4'
0"
9'
12' - 10" 12' - 0" 12' - 0" 9' - 9" 2' - 3" 12' - 0" 9' - 9" 2' - 3" 12' - 0" 12' - 0" 12' - 0" 9' - 9" 2' - 3" 12' - 0" 12' - 0" 22' - 0 1/2" 1' - 11 3/4" 12' - 0" 9' - 0" 3' - 0"
A5.1
A5.1
A6.21
A6.10
7 1
A6.113
CORRIDOR
122B
CORRIDOR
122C
A6.125
A6.10
7' - 6" 7' - 11" 24' - 0" 5' - 3" 18' - 9" 13' - 0" 23' - 0" 18' - 2" 10' - 6" 6' - 10"
CL
CL
CLCL CL CL
9 3/4" 16' - 11 1/4" 7' - 5" 9' - 3"
2' - 0"
2' - 0 3/4"
3' - 8"
10' - 4" 9' - 6" 9' - 6" 9' - 6"
2' - 0" 2' - 0" 1' - 8" 2' - 6"
2' - 6"
2' - 0"2' - 0"
4' - 6"
3'
7'
2' - 0"
2'
216' - 0"
6 1/2" 6 3/4"6 3/4"6 3/4"6 3/4"6 3/4"6 3/4" 6 3/4"
6 3/4"6 3/4"6 1/2"6 3/4"6 1/2"
3/
4"
3/ 4"
A4.2
A4.2
A4.3
192' - 10"
23' - 2" 24' - 10" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"
2' - 10"
2' - 0"
.2
A3.2
PHASE 1PHASE 2
STEEL STRUCTURAL COLUMN
SUPPORTING ROOF, SEE
STRUCTURAL DRAWINGS
8' H. CHAIN LINK FENCE W/
GATES (TYP)
P-LAM CASEWORK, TYP
10' - 2"
800 S.F. NIZ CAGED STORAGE
7' - 8"
335 S.F. ECO STORAGE 335 S.F. FS STORAGE 335 S.F. TEC FS STORAGE
.2
CORRIDOR
122B
A3.2
A3.2
A3.2
A3.2
A3.2
5'
/4
FD
FD FD
11' - 9"
FD
FD
5'
2'
2'
2'
8' - 5"
DEDICATED 4X6 BATTERY
CHARGING STATION (OPOI)
AREA AT FLOOR
WALL MT'D EYEWASH (REF.
PLUMBING DWGS.)
DEDICATED 5X5 HERBARIUM
SPECIMEN AREA, OPOI
7'
EQUAL 2" EQUAL 2"
6' - 0"
8'x24' STORAGE PLATFORM
SYSTEM
4' - 8"
CG-1
CG-1
CG-1
CG-1
CG-1
CG-1
CG-1
CG-1
CG-1
122B.2
18' - 8 1/2" 5' - 0 1/2"
.1
.2
.1
CG-1
CG-1
CG-1
7 3/4" 7 3/4"
/4
CG-1
S3S3S3 S3 S3
24' - 0" 14' - 6"
A3.2
CONCRETE FILLED STEEL
PIPE BOLLARD (TYP)
146.4
10' - 5"3' - 1"
S3
S3
S1
S3
S3 S3 S3
S1
S1
S1
S1
S1
S1 S1
S1
S1
S1
S3 S1
S1
S3 S3 S1 S3
S1
S1
S1 S1
S1
S1
S3
S1
S1
S1
S1
S1
S1
S3
S1
2' - 6"
3' - 7"
3' - 0 3/4"
4' - 10 3/4" 4' - 10"
A5.1
A5.1
" 143.4
/2
/2
8"
S3
8 1/4" 8 1/4"
CG-1
1. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE
DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES
BETWEEN EXISTING CONDITIONS AND THE CONTRACT
DOCUMENTS PRIOR TO COMMENCING WORK.
2. COORDINATE MILLWORK, EQUIPMENT AND
ACCESSORY ITEMS INSTALLATION AND PROVIDE
BLOCKING IN PARTITIONS AS REQUIRED FOR SUPPORT
OR BLOCKING FOR SUCH MILLWORK AND/OR
ACCESSORIES.
3. ALL DIMENSIONS ARE FROM FACE OF STUD, CENTER
OF COLUMN, OR FACE OF EXISTING BUILDING UNLESS
NOTED OTHERWISE.
GENERAL NOTES
B B
D D
C C
83 5 6 7 9 1021
A A A A A A A A
A A A A A A A A
A
A
E X
IS
T
IN
G
W A
LL
P H
A S
E
W O
R K
WALL TYPE 'A': HORIZONTAL GIRTS
METAL PANEL CLADDING (REF. EXTERIOR
ELEVATIONS FOR TYPE)
2" CONTINUOUS RIGID INSULATION W/
INTEGRAL, ACRYLIC-COATED ALUMINUM
FACER
R-25 BATT INSULATION
STEEL GIRT @ 5'-0" O.C. VERT. MAX.
VAPOR RETARDER
5/8" GYPSUM BOARD
3/4" D. 16 GA. COATED STEEL HORIZONTAL
PERFORATED GIRT @ 24" O.C. VERT (MAX.)
W/ THERMALLY ISOLATED FASTENERS
3/4" D.x 3" W. 16 GA. COATED STEEL VERTICAL
PANEL ATTACHMENT @ 24" O.C. (MAX.) W/
THERMALLY ISOLATED FASTENERS
3 1/2" VARIES W/ CLADDING
PHASE 2 PHASE 1
KEY PLAN
0 1 2 3 4 5 6 7 8 9 10 inches
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A2.1
03.01.17
FIRST LEVEL PLAN - PHASE 2
13083.00
INRC WAREHOUSE - PHASE 2
USDA FOREST SERVICE
JB
MB
MB
: 1/8" = 1'-0"A2.1A4.0
9 FIRST LEVEL PLAN - PHASE 2
: 1/32" = 1'-0"A2.1A4.0
13 FIRST LEVEL PLAN - PHASE 2 EXTERIOR WALL TYPE DIAGRAM
: 1" = 1'-0"A2.1
14 EXTERIOR WALL TYPE A
C C
FHP LAB
CIO PROGRAM/
PROJECT STG
ECO STORAGE
FWS STORAGE
CIO / TEC VEHICLE
BAY
SHARED
UNHEATED
STORAGE
FHP CLEAN ROOM
FWS LAB
TEC STORAGE
CIO
FHP STORAGE
LAW STORAGE
BLM WOOD SHOP
BLM UNHEATED
STORAGE
P H
A S
E
P H
A S
E
P H
A S
E
P H
A S
E
BUILDING STG.
JANITORIAL
BLM / FIRE
STORAGE
CORRIDOR
122B
CORRIDOR
122C
CL
CL
CL CL
CL
A5.1
FLOOR FINISH MATERIALS LEGEND
RF - 1 RESILIENT FLOORING
VINYL COMPOSITION TILE (VCT)
CONC - 1 SEALED
CONCRETE, SAW CUT AT
REGULAR INTERVALS, PER
STRUCTURAL DRAWINGS.
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
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FIRST LEVEL FINISH PLAN - PHASE 2
13083.00
INRC WAREHOUSE - PHASE 2
USDA FOREST SERVICE
Checker
Author
Designer
: 1/8" = 1'-0"A2.1FA4.0
9 FIRST LEVEL FINISH PLAN - PHASE 2
ALUM. THRESHOLD, REF. DOOR'S HDW. GROUP
C C
A A
A5.1
A5.1
A5.1
A5.1
A5.1
A5.1
A4.2
A4.2
A4.3
METAL ROOFING, STANDING SEAM TYP.
23' - 2" 24' - 10" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"
4'
216' - 0"
METAL ROOFING,
STANDING SEAM TYP.
NOTE : PORTION OF
PHASE 1 ROOF SHOWN
FOR CLARITY.
PHASE 1 | 2 ROOF BOUNDARY
PHASE 1PHASE 2
RELIEF DUCT & GRAVITY
VENTILATOR (REF. MECH. DWGS)
ROOF MOUNTED EXHAUST FAN
TERMINATION (REF. MECH. DWGS.)
TYP.
ROOF MOUNTED EXHAUST FAN
TERMINATION (REF. MECH. DWGS.)
TYP.
CLERESTORY BELOW, SEE ELEVATIONS
VENT STACK (REF. MECH. DWGS.) TYP.
VENT STACK (REF. MECH. DWGS.) TYP.
LINE OF EXTERIOR WALL BELOW (TYP)
CONTINUOUS METAL SNOW GUARD
CONTINUOUS METAL SNOW GUARD
3'
3'
T/RAKE
LOWER ROOF
OPEN BELOW ROOF,
REF. EXTERIOR
ELEVATIONS
A5.1
A5.1
0 1 2 3 4 5 6 7 8 9 10 inches
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ROOF PLAN - PHASE 2
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INRC WAREHOUSE - PHASE 2
USDA FOREST SERVICE
Checker
Author
Designer
: 1/8" = 1'-0"A2.4A4.2
13 ROOF PLAN - PHASE 2
C C
FHP LAB
FHP CLEAN ROOM
FWS LAB
A6.14
A6.14
A6.13
.1
140.1
.1
.1
S1
S1
S1
S1
S1
2' - 10" 7' - 6" 7' - 11" 24' - 0" 5' - 3" 18' - 9"
48' - 0"
4'
7' - 5" 9' - 3" 7' - 4"
S1
S1 S1
S1
2'
16' - 8"
2'
2'
2' - 1"
2' - 1"
4' - 9 3/4" 4' - 2" 5' - 3" 2' - 1"
7'
5'
4' - 6"
8'
2'
2' - 0"
SS SINK W/ EYEWASH
COUNTERTOP DISTILLER
FLOOR ENVIRONMENTAL
CHAMBER
REFRIGERATOR
ENVIRONMENTAL
CABINET - SEE MECH.
FREEZER REF REF
2'
3' - 0"
NOTE: OPEN AREA TO BE USED FOR WORKBENCH. CONTRACTOR RESPONSIBLE
FOR MOVING AND INSTALLING (E) WORKBENCH FROM (E) FHP LAB OVER TO THIS
ROOM. COORDINATE WITH C.O.R. FOR PLACEMENT. SIZE APPROX. 4x10'
C
LE
A R
SS SINK
SS SINK
P-LAM CASEWORK UPPERS
AND LOWERS TYP AT ALL
LABS.
8' - 4"
9' - 3"
S1
S1S1
S1
S1
S1
B B
C C
4' - 4" 3' - 6" 6' - 11" 2' - 3"
UTV UTV
UTV CHIPPER
SPLITTER
BOAT
BOAT
SNOWMOBILE
MOWERS
SEEDLING
COOLER
10' - 3" 9' - 6" 9' - 6" 9' - 6"
6' - 11"
BLM UNHEATED
STORAGE
CHAIN LINK
STORAGE CAGES
B B
. . SCHEDULED DOOR OPENING WIDTH.
1/2" STEEL PLATE, PAINTED (TYP)
'J' TRIM, FINISH TO MATCH ADJ.
PANELS (TYP)
CONC. FILLED STEEL PIPE BOLLARD
(TYP)
CP PANEL CLAD WALL (EXTERIOR WALL TYPE
A)
A3.2 SCHEDULED FURRED INTERIOR
PARTITION
SCHEDULED HM DOOR FRAME, GROUTED
SOLID
1'
1'
1'
/4
1'
/2
9"
1/
4"
3/ 4"
SCHEDULED OVERHEAD DOOR
1' - 3 1/2"
6"
3/8" JT. W/ SEALANT & BACKER ROD
A3.2
SIM.
1'
B B
SOLID GRAY HATCH INDICATES PHASE 1 WORK
2 1/2" x 3" INSIDE CORNER TRIM, FINISH
SHALL MATCH ADJACENT CP PANEL
'J' TRIM, FINISH SHALL MATCH ADJ. CP
PANEL
1/2" STEEL PLATE, PAINTED (TYP)
3/8" JT. W/ SEALANT & BACKER ROD
SCHEDULED HM DOOR FRAME
GROUTED SOLID
CP PANEL CALD WALL (EXTERIOR
WALL TYPE A)
SCHEDULED FURRED INTERIOR PARTITION
3/4" F.R.T. PLYWOOD TO 8'-0" A.F.F. ON
EXISTING FRAMING, 5/8" GYP. BD. ABOVE
8'-0"
1'
1' - 4 1/4"
REMOVE TEMPORARY
METAL SIDING FROM
FACE OF EXISTING
(PHASE 1) WALL. PREP.
GYP. BD. SHEATHING
SUBSTRATE TO RECEIVE
PAINT FINISH.
CP CLAD EXTERIOR
WALL (EXTERIOR WALL
TYPE A)
SOLID GRAY HATCH INDICATES
EXISTING (PHASE 1) CONSTRUCTION
REMOVE EXISTING OUTSIDE CORNER TRIM, GYP.
SHEATHING & CLADDING FROM RETURN FACE.
TERMINATE EXISTING CP CLADDING W/ 'J' TRIM.
FINISH SHALL MATCH ADJ. CP PANELS
'J' TRIM TERMINATION. FINISH
SHALL MATCH ADJ. CP
PANELS.
PHASE 2 (NEW) EXISTING
D D2 1/
4"
CP CLAD EXTERIOR
WALL (EXTERIOR WALL
TYPE A)
SCHEDULED INTERIOR
FURRED PARTITION
1'
'J' TRIM, FINISH SHALL MATCH ADJ. CP PANELS
3/8" JT. W/ BACKER ROD & SEALANT
SCHEDULED WINDOW
GYPSUM BOARD SILL, PAINTED
D D
6"
7"
1' - 1"
SCHEDULED INTERIOR FURRED PARTITION
CP CLAD EXTERIOR WALL (EXTERIOR WALL TYPE A)
PREFINISHED METAL OUTSIDE CORNER TRIM,
FINISH SHALL MATCH ADJACENT CP PANELS
CONCRETE FILLED STEEL PIPE BOLLARD (TYP)
STEEL MOMENT FRAME MEMBER
6" O.D. SCHEDULE 40, HOT DIPPED
GALVANIZED STEEL PIPE
BOLLARD, PAINTED SAFETY
YELLOW. FILL SOLID W/
CONCRETE. DOME TOP 1" TO
SHED WATER
ASPHALT PAVING PER CIVIL
ENGINEERING DRAWINGS
(INTERIOR CONC. PAVING @
CONDITIONS MARKED AS
SIMILAR)
4"L. 1/2" DIAM. HEADED
ANCHOR STUDS @ 12" O.C.
VERT. & @ QUARTER POINTS
OF PIPE CIRCUMFERENCE
(TYP)
2'-0"x2'-0"x3'-8" CONCRETE
FOOTING PIER
1/
2" 1'
1'
1/ 2"
6"
3'
2' - 0"
1" 4'
5" 4" 6" 4" 5"
B
7'J' TRIM, FINISH SHALL MATCH ADJ. CP
PANEL (TYP)
1/2" STEEL PLATE, PAINTED (TYP)
3/8" JT. W/ SEALANT & BACKER ROD
SCHEDULED HM DOOR FRAME
GROUTED SOLID (TYP)
CP PANEL CALD WALL (EXTERIOR
WALL TYPE A)
SCHEDULED FURRED INTERIOR PARTITION
SCHEDULED INTERIOR
PARTITION- INTERRUPT AT,
AND FOLLOW LINES OF,
STEEL MOMENT FRAME
MEMBER
STEEL MOMENT FRAME MEMBER, PAINTED
/4
/4
6 3/4" 6 3/4"
/2
2" 3 1/2" 3 3/4"
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/ 2/
1:
:1
P
M
A3.2
03.01.17
ENLARGED PLANS - PHASE 2
13083.00
INRC WAREHOUSE - PHASE 2
USDA FOREST SERVICE
Checker
Author
Designer
: 1/4" = 1'-0"A3.2A2.1
11 ENLARGED PLAN - FWS LAB, FHP LAB & CLEAN ROOM
: 1/16" = 1'-0"A3.2A2.1
4 BLM UNHEATED STOR. - SPACE ALLOCATION PLAN
NORTH
NORTH
: 1" = 1'-0"A3.2A2.1
1 TYP. O.H. DOOR & PASSAGE DOOR JAMB DETAILS
: 1" = 1'-0"A3.2A2.1
2 TYP. INSIDE CORNER & EXT. DOOR JAMB PLAN DTL.
: 1" = 1'-0"A3.2A2.1
3 E. WALL PHASE MEETING PLAN DETAIL
: 1" = 1'-0"A3.2A2.1
5 TYPICAL WINDOW JAMB DETAIL
: 1" = 1'-0"A3.2A2.1
9 TYPICAL OUTSIDE CORNER PLAN DETAIL W/ BOLLARDS
: 1/2" = 1'-0"A3.2A3.2
10 BOLLARD DETAIL
: 1" = 1'-0"A3.2A2.1
13 EMBEDDED MOMENT FRAME PLAN DETAIL @ JAMBS
KEYNOTES - BUILDING ELEVATIONS
1. 'CP' METAL SIDING, CORRUGATED, DARK GREY
2. STOREFRONT DOORS AND FRAMES, TYP.
3. NOT USED
4. NOT USED
5. PREFINISHED METAL FASCIA, TYP.
6. ALUMINUM WINDOW, INSULATED, TYP.
7. SECTIONAL METAL OVERHEAD DOOR, INSULATED ,TYP.
8. METAL BOLLARD, HIGH-VIZ, CONCRETE FILLED TYP.
9. HOLLOW METAL DOOR, INSULATED, TYP.
10. NOT USED
11. CONTINUOUS METAL SNOW GUARD, MOUNTED ON
STANDING SEAM ROOFING (SSR)
12. 'FP' FLUSH WALL PANELS
13. HORIZONTAL FIN ELEMENT, REF. DTL. 15/A5.2
14. 1" THK. STEEL BAR VERTICAL, PAINTED, FINISH TO MATCH
ARCHITECT'S SAMPLE. REF. DTL. 6/A3.1
15. WALL LOUVER (REF. MECH. DWGS.)
KEYNOTE IS DESIGNATED WITH THIS SYMBOL#
FIRST LEVEL
100' - 0"
B/ EAVE - WEST
113' - 0"
8 3567910 2 1
T.O.F.
96' - 6"
A5.1
A5.1
A5.1
A5.1
PHASE 2PHASE 1
CP
PHASE 2 RIDGE
126' - 6"
ROOF EDGE
116' - 1"
3' - 6"
5'
A5.1
A5.1
4 1/2"
6'
/4
DASHED LINES INDICATE VINYL WALL GRAPHIC SIZE
& LOCATION - TYP. @ EVERY OVERHEAD DOOR.
4'-0" H. PAINTED STEEL CONCRETE FILLED PIPE
BOLLARD (TYP)
CENTER LOUVER
OVER DOOR
BELOW, U.N.O.
(TYP)
9 1/2"
9 1/2"
SSR
Level 12 120' - 6"
FIRST LEVEL
100' - 0"
MEZZANINE LEVEL
112' - 0"
B/ EAVE - EAST
112' - 0"
B EDC
B/ EAVE - WEST
113' - 0"
A
A5.1
A5.1
PHASE 2PHASE 1
CP
PHASE 2 RIDGE
126' - 6"
PHASE 2 RIDGE
126' - 6"
ROOF EDGE
116' - 1"
CP
DASHED LINES INDICATE VINYL WALL GRAPHIC SIZE
& LOCATION - TYP. @ EVERY OVERHEAD DOOR.
4'-0" H. PAINTED STEEL CONCRETE FILLED PIPE
BOLLARD (TYP)
SOLID GRAY HATCH INDICATES EXISTING
(PHASE 1) CONSTRUCTION TO REMAIN.
SOLID GRAY HATCH
INDICATES EXISTING
(PHASE 1)
CONSTRUCTION TO
REMAIN.
/4
3' - 6" 4 1/2"
Level 12 120' - 6"
Level 12 120' - 6"
EXTERIOR MATERIALS LEGEND
SYMBOL DESCRIPTION
CP
CORRUGATED PANELS - VERTICAL
BASIS OF DESIGN - MANUF/MODEL: FABRAL, CORRUGATED, 7/8" THICK, 32" WIDE
COLOR - CHARCOAL
REFERENCE SPECS FOR ADDITIONAL INFORMATION. PANELS TO SPAN 5'-0".
SSR
STANDING SEAM ROOF / WALL PANELS
BASIS OF DESIGN - MANUF/MODEL: FABRAL, POWERSEAM, 2" THICK, 18" WIDE
COLOR - STONE GREY
REFERENCE SPECS FOR ADDITIONAL INFORMATION. PANELS TO SPAN 5'-0".
FP
FLUSH WALL PANELS, CONCEALED FASTENER
BASIS OF DESIGN - MANUF/MODEL: FABRAL, SELECT SERIES, 12-W, 1.5" THICK, 12" WIDE
COLOR - CHARCOAL
REFERENCE SPECS FOR ADDITIONAL INFORMATION. PANELS TO SPAN 5'-0".
WS
WOOD SLAT
BASIS OF DESIGN - MANUF/MODEL: CUSTOM / REFERENCE DETAIL 12/A5.2
COLOR - CLEAR
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/ 2/
1:
:1
P
M
A4.2
03.01.17
EXTERIOR ELEVATIONS - PHASE 2
13083.00
INRC WAREHOUSE - PHASE 2
USDA FOREST SERVICE
Checker
Author
Designer
: 1/8" = 1'-0"A4.2A2.1
5 WEST ELEVATION - PHASE 2
: 1/8" = 1'-0"A4.2A2.1
13 SOUTH ELEVATION - PHASE 2
FIRST LEVEL
100' - 0"
FIRST LEVEL
100' - 0"
B/ EAVE - EAST
112' - 0"
B/ EAVE - EAST
112' - 0"
4 83 5 6 7 9 1021
A5.1
A5.1
A5.1
A5.1
PHASE 1PHASE 2
INSULATED TRANSLUCENT GLAZING. BASIS OF
DESIGN: KALWALL
PHASE 2 RIDGE
126' - 6"
PHASE 2 RIDGE
126' - 6"
CP
ROOF EDGE
116' - 1"
A5.1
A5.1
Level 12 120' - 6"
Level 12 120' - 6"
EXTERIOR MATERIALS LEGEND
SYMBOL DESCRIPTION
CP
CORRUGATED PANELS - VERTICAL
BASIS OF DESIGN - MANUF/MODEL: FABRAL, CORRUGATED, 7/8" THICK, 32" WIDE
COLOR - CHARCOAL
REFERENCE SPECS FOR ADDITIONAL INFORMATION. PANELS TO SPAN 5'-0".
SSR
STANDING SEAM ROOF / WALL PANELS
BASIS OF DESIGN - MANUF/MODEL: FABRAL, POWERSEAM, 2" THICK, 18" WIDE
COLOR - STONE GREY
REFERENCE SPECS FOR ADDITIONAL INFORMATION. PANELS TO SPAN 5'-0".
FP
FLUSH…
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