Drawings_Part_6_2018_06-01.pdf
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- Attached to
- INRC - Phase III
- Solicitation number
- 12034318R0017
About this file
This notice provides information about an upcoming federal contract opportunity for construction services. The Interagency Natural Resources Center in Coeur d'Alene, Idaho is soliciting proposals for Phase III of its construction, which will involve building a 29,000 square foot main office supporting 173 employees from the U.S. Fish and Wildlife Service, Bureau of Land Management, and U.S. Forest Service. The project's estimated value is between $5-10 million. Interested offerors should monitor the site for a solicitation to be posted on June 5th, with proposals due 30 days thereafter. The Northern Region of the U.S. Forest Service will award the firm fixed price construction contract.
16 J-3 Drawings Part 6
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A B
C
A
C
E
D
B
FWS
OFFICE
FWS
OFFICE
FWS
OFFICE
NEPA
PLANNER
OPEN
OFFICE
LARGE
CONFERENCE
ROOM
FWS
ASST.
STATE
SUPERINTENDENT
OFFICE
DEPUTY
SUP.
OFFICE
SUPERVISORS
OFFICE
EXECUTIVE
ASSISTANT/
WAITING
SUPERVISOR
FILING
MEDIUM
CONFERENCE
ROOM
HRM
OPEN
OFFICE
STAIR 1
FWS
OFFICE
PUBLIC
AFFAIRS
OFFICER
HRM
OFFICE
NIZ
OFFICE
MEDIUM
CONFERENCE
ROOM
SECURITY
OFFICE
ECO
OFFICE
VEG
OFFICE
TEC
OFFICE
TEC
OPEN
OFFICE
AQM
OPEN
OFFICE
VEG
OPEN
OFFICE
ROOM
ECO
OPEN
OFFICE
CORRIDOR
210A
STAIR 2
FWS
OPEN
OFFICE
MENS
RESTROOM
WOMENS
RESTROOM
SMALL
CONFERENCE
ROOM
BREAK
ROOM
STORAGE
NIZ
OPEN
OFFICE
DN
RANDOM
A9.6
A9.6
A9.6
WD - 1WD - 1
CPT - 2
CPT - 1
CPT-3 BROADLOOM TO MATCH
CARPET TILE ELSEWHERE
CPT - 3
ELEV
CPT - 3
CPT - 3
A9.6
A9.6
FT - 2
FLOOR TILE
RF - 1
RESILIENT FLOORING
CPT - 1
24x24 CARPET TILE
CPT - 2
24x24 CARPET TILE
WD - 1
WOOD STAIR TREADS
CARPET TILE PATTERN: RANDOM
CARPET TILE PATTERN: LINEAR
RANDOM
CPT - 3
24x24 CARPET TILE, WALK OFF (BROADLOOM
TO MATCH CARPET TILE AT STAIR 2)
FLOOR FINISH 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
06.01.2018
5/
/2
:1 3:
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A2.2F
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
SECOND LEVEL FLOOR FINISH PLAN
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
BP
BP
: 1/8" = 1'-0"A2.2FA2.2F
9 SECOND LEVEL FLOOR FINISH PLAN
DN
B
C
A A
C C
E E
D D
A5.0
A5.0
A5.1
A5.1
B B
LIGHTWELL, OPEN TO BELOW
W3
A8.1
A5.1
A5.1
A5.0
A5.0
A5.4
A5.2
A5.3
A5.2
A5.2
OPEN ATTIC SPACE
OPEN ATTIC SPACE
ATTIC
ELEV. SHAFT.
A8.2
12' - 0 3/4" 3' - 6 3/4" 8' - 4 3/4" 18' - 4 1/2" 7' - 8 1/4" 2' - 0"
MECH.
4'
/4
7'
/2
1'
/4
C
LE
A R
M
IN
W3
OPEN ATTIC SPACE
/4
6'
/2
18' - 4 1/2"
301.1
303.1
7'
PAINTED PLYWOOD
FLOOR, TYP.
4'
/4
.1
6"
RED LINE
REPRESENTS 1HR
RATING ENCLOSURE
RED LINE REPRESENTS
1HR RATING ENCLOSURE
124' - 6"
INSULATE PERIMETER WALLS
OF ENCLOSED ATTIC SPACES,
SEE SECTIONS.
INSULATE PERIMETER WALLS
OF ENCLOSED ATTIC SPACES
A5.2
1/ 4"
8'
11' - 9 1/4" 3' - 6 3/4" 8' - 5 1/4" 18' - 3 3/4"
W3
W3
W3
W3
2' - 10 3/4"
3' - 0"
3'
W3
1. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES
OR CONFLICTS PRIOR TO COMMENCING WORK.
2. FIELD VERIFY ALL DIMENSIONS. DO NO SCALE DRAWINGS.
THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES BETWEEN EXISTING
CONDITIONS AND THE CONTRACT DOCUMENTS PRIOR TO
COMMENCING WORK.
3. NEW FINISHES AND MATERIALS ADJOINING EXISTING
FINISHES AND MATERIALS SHALL BE PROPERLY INTEGRATED
TO ENSURE A UNIFORM APPEARANCE AND SEAMLESS
TRANSITION. NEW SURFACES SHALL ALIGN WITH EXISTING
ADJACENT SURFACES UNLESS NOTED OTHERWISE.
4. COORDINATE MILLWORK INSTALLATION AND PROVIDE
BLOCKING IN PARTITIONS AS REQUIRED FOR SUPPORT OR
BLOCKING FOR SUCH MILLWORK.
5. ALL GRIDLINES AND DIMENSIONS ARE FROM FACE OF
STUD, CENTER OF COLUMN, OR FOUNDATION UNLESS NOTED
OTHERWISE.
6. GENERAL CONTRACTOR SHALL COORDINATE ALL ASPECTS
OF RENOVATION/EXPANSION.
7. PROVIDE A SMOOTH, LEVEL, FINISH FLOOR, TYP. PATCH
AND REPAIR ALL INCONSISTENCIES IN FLOOR ELEVATIONS.
8. PATCH AND REPAIR ANY/ALL EXISTING WALL SURFACES AS
REQUIRED TO PROVIDE A SUITABLE SUBSTRATE FOR NEW
FINISHES.
GENERAL NOTESKEYNOTES - ATTIC LEVEL
1. DASHED LINE INDICATES ROOF HATCH ABOVE, SEE ROOF
PLAN
2. UTILITY CHASE (MECHANICAL, ELECTRICAL, ETC.)
3. PAINTED STEEL LADDER TO ACCESS ROOF HATCH.
4. TUBULAR SKYLIGHT LOCATION, SEE DETAIL
5. WRAP TUBULAR SKYLIGHT WITH INSULATION PER MANUF.
RECOMMENDATIONS
KEYNOTE IS DESIGNATED WITH THIS SYMBOL#
/12 A2.6
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
06.01.2018
5/
/2
:1 3:
P
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A2.3
06.01.18C O
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T
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ATTIC LEVEL PLAN
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
BP
BP
: 1/8" = 1'-0"A2.3A2.3
9 ATTIC LEVEL
A A
C C
E E
D D
A5.0
A5.0
A4.1
A4.1 9
A4.2
A5.1
A5.1
B B
A5.1
A5.1
A5.0
A5.0
4'
/4
A5.2
A5.2
8" / 12" 8" / 12"
3"
2"
3"
2"
RIDGE
R
ID
G E
R
ID
G E
RIDGE
GENERAL ROOF NOTES:
- SEE A2.5 FOR CANOPY ROOF PLANS
- ENTIRE ROOF AREA TO RECEIVE ICE & WATER SHIELD
4" / 12"4" / 12"
6"
2"
4" / 12"
4"
2"
4"
2"
4" / 12"
4" / 12"
6"
2"
3"
2"
3"
2"
6" / 12" 6" / 12"
6"
2"
6"
2"
6" / 12"6" / 12"
6"
2"
6"
2"
6" / 12"
12' - 0"
12' - 0"
12' - 0"
8' - 0"
9'
9'
12' - 0"
8' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
8'
12' - 0"
8' - 0"
8'
8' - 0"
8'
8' - 0"
8'
C U
T V
E N
T S
U
P P
E R
/2
O N
LY
E Q
E Q
EQ
CUT VENTS @ UPPER 1/2 ONLY
EQ
E Q
C U
T V
E N
T S
U
P P
E R
/2
O N
LY
E Q
C U
T V
E N
T S
U
P P
E R
/2
O N
LY
E Q
E Q
E Q
C U
T V
E N
T S
U
P P
E R
/2
O N
LY
E Q
EQ
CUT VENTS @ UPPER 1/2 ONLY
EQ
4' - 0" 6' - 0"
4'
4'
4'
4'
4'
4'
4'
4'
4'
2'
8'
6'
2'
6'
2'
8'
6' - 0" 2' - 0" 4' - 0"
4' - 0" 4' - 0" 4' - 0" 6' - 0"
A2.6
A2.6
A2.6
A2.6
1. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES
OR CONFLICTS PRIOR TO COMMENCING WORK.
2. FIELD VERIFY ALL DIMENSIONS. DO NO SCALE DRAWINGS.
THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES BETWEEN EXISTING
CONDITIONS AND THE CONTRACT DOCUMENTS PRIOR TO
COMMENCING WORK.
3. NEW FINISHES AND MATERIALS ADJOINING EXISTING
FINISHES AND MATERIALS SHALL BE PROPERLY INTEGRATED
TO ENSURE A UNIFORM APPEARANCE AND SEAMLESS
TRANSITION. NEW SURFACES SHALL ALIGN WITH EXISTING
ADJACENT SURFACES UNLESS NOTED OTHERWISE.
4. COORDINATE MILLWORK INSTALLATION AND PROVIDE
BLOCKING IN PARTITIONS AS REQUIRED FOR SUPPORT OR
BLOCKING FOR SUCH MILLWORK.
5. ALL GRIDLINES AND DIMENSIONS ARE FROM FACE OF
STUD, CENTER OF COLUMN, OR FOUNDATION UNLESS NOTED
OTHERWISE.
6. GENERAL CONTRACTOR SHALL COORDINATE ALL ASPECTS
OF RENOVATION/EXPANSION.
7. PROVIDE A SMOOTH, LEVEL, FINISH FLOOR, TYP. PATCH
AND REPAIR ALL INCONSISTENCIES IN FLOOR ELEVATIONS.
8. PATCH AND REPAIR ANY/ALL EXISTING WALL SURFACES AS
REQUIRED TO PROVIDE A SUITABLE SUBSTRATE FOR NEW
FINISHES.
GENERAL NOTESKEYNOTES - ROOF LEVEL
1. ASPHALT SHINGLE VALLEY, REF.
2. CRICKET, OVERBUILD
3. PREFINISHED METAL DRIP EDGE, TYP. SEE DETAILS.
4. MECHANICAL INTAKE AND EXHAUST LOUVERS MOUNTED ON
SIDEWALL OF SKYLIGHT ROOF MONITOR.
5. RIDGEVENT, CONTINUOUS, REF.
6. MEMBRANE ROOFING, EPDM
KEYNOTE IS DESIGNATED WITH THIS SYMBOL#
/3 A2.6
/4 A2.6
GENERAL ROOF NOTES:
- SEE A2.5 FOR CANOPY ROOF PLANS
- ENTIRE ROOF AREA TO RECEIVE ICE & WATER SHIELD
MANUFACTURED SKYLIGHT WITH CURB, PITCHED SLOPE.
BASIS OF DESIGN: VELLUX 5X8
MANUFACTURED ROOF HATCH WITH PULL DOWN SHIP'S
LADDER w/ FOLDING ALUMINUM GUARDRAIL SYSTEM (USED
FOR CONVENIENCE AND EGRESS OUT OF MECHANICAL).
BASIS OF DESIGN: PRECISION LADDERS INC. FOLDING
ALUMINUM GUARDRAIL SYSTEM
ROOF PLAN LEGEND
ASPHALT SHINGLES (SOLAR REFLECTIVE).
BASIS OF DESIGN - MANUF/MODEL: MALARKEY ROOFING
PRODUCTS/ECOASIS PREMIUM COLOR - AGAVE
TUBULAR SKYLIGHT.
BASIS OF DESIGN: VELLUX TCC_022 TUBULAR SKYLIGHT
INDICATES AREAS OF ENCLOSED ATTIC SPACE, WITHIN
ROOF TRUSSES, THAT REQUIRE VENTING BAFFLES AND
INSULATION, AS PER DETAILS ON A2.6.
ROOF INTAKE / EXHAUST VENTING LEGEND
SHINGLE-OVER INTAKE ROOF VENT SYSTEM: CONTINUOUS EVERYWHERE
INDICATED, REGARDLESS OF EXTENT OF VENT-CUTS IN THE SHEATHING BENEATH
BASIS OF DESIGN - MANUF/MODEL: GAF - COBRA INTAKE PRO (9 IN² / L.F. NFVA)
BLUE DOTTED LINE: INDICATES EXTENT OF CUTS THROUGH
SHEATHING, DIRECTLY UNDERNEATH VENTING SYSTEM. FOLLOW
ALL MFGR'S INSTRUCTIONS FOR PREPARATION & INSTALLATION.
SHINGLE-OVER EXHAUST HIP VENT SYSTEM: CONTINUOUS EVERYWHERE
INDICATED, REGARDLESS OF EXTENT OF VENT-CUTS IN THE SHEATHING BENEATH
BASIS OF DESIGN - MANUF/MODEL: GAF - COBRA HIP VENT (9 IN² / L.F. NFVA)
ORANGE DASHED LINE: INDICATES EXTENT OF CUTS THROUGH
SHEATHING, DIRECTLY UNDERNEATH VENTING SYSTEM. FOLLOW
ALL MFGR'S INSTRUCTIONS FOR PREPARATION & INSTALLATION.
SHINGLE-OVER EXHAUST RIDGE VENT SYSTEM: CONTINUOUS EVERYWHERE
INDICATED, REGARDLESS OF EXTENT OF VENT-CUTS IN THE SHEATHING BENEATH
BASIS OF DESIGN - MANUF/MODEL: COR-A-VENT - V600T (20 IN² / L.F. NFVA)
YELLOW SOLID LINE: INDICATES EXTENT OF CUTS THROUGH
SHEATHING, DIRECTLY UNDERNEATH VENTING SYSTEM. FOLLOW
ALL MFGR'S INSTRUCTIONS FOR PREPARATION & INSTALLATION.
ENCLOSED HOOD EXHAUST VENT LOUVER: METAL, GRANULE-COATED &
FINISHED TO MATCH ROOF. SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL.
FOLLOW ALL MFGR'S INSTRUCTIONS FOR PREPARATION & INSTALLATION.
BASIS OF DESIGN - MANUF/MODEL: GAF - MASTERFLOW - SSB960GWF (60 IN²
NFVA)
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
06.01.2018
5/
/2
:1 3:
P
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A2.4
06.01.18C O
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U M
E N
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ROOF PLAN - MAIN
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
BP,JM
BP,JM
: 1/8" = 1'-0"A2.4A2.4
9 ROOF PLAN
B
A5.3
EPDM ROOFING
PREFINISHED
METAL DRIP EDGE
INTERIOR
EXTERIOR
RAIN DIVERTER, TO
MATCH MEMBRANE
A5.0
12' - 0" 28' - 0"
1/4" / 12"
1/ 4"
2"
1/4" / 12"
2' - 3" 21' - 0"
63' - 3"
A2.6
C
E
D
A5.4
EPDM ROOFING
STAIR 2
PREFINISHED
METAL DRIP
EDGE
ROOF DRAIN
SCUPPER
ROOF DRAIN
SCUPPER
TYP.
1/4" / 12"
1/2" / 1 2"
1/2" / 12"
22' - 0"
A5.0
1/4" / 12"
1/2" / 12"
1/2" / 12"
A5.5
A5.5
TYP.
1/4" / 12"
1/4" / 12"
1"
2"
3/ 4"
2"
1/4" / 12"
6' - 4"
28' - 4"
5'
8'
/4
1'
E X
T E
R
IO
R
I N T
E R
IO
R
RAIN DIVERTER, TO
MATCH MEMBRANE
A2.6
E
EPDM ROOFING
INTERIOR
EXTERIOR
4'
A9.3
A5.0
22' - 7 1/2"
3/ 4"
2"
1/4" / 12" 1/4" / 12"
2' - 8 1/2"
RAIN DIVERTER, TO
MATCH MEMBRANE
A
C
B
EPDM ROOFING
INTERIOREXTERIOR
EPDM ROOFING
4'
1/8" / 12"
1/4" / 12"
1/ 4"
2 " 1/
4"
2"
A5.5
ROOF DRAIN SCUPPER
ROOF OVERFLOW
DRAIN SCUPPER @ 2"
ABOVE RD SCUPPER
TYP.
1/8" / 12"
7' - 2 1/4"
4'
4' - 7"
26' - 11"
4' - 3"
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
06.01.2018
5/
/2
:1 3:
P
M
A2.5
06.01.18C O
N S
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U M
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ROOF PLAN - CANOPIES
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
BP,JM,JC
BP
: 1/8" = 1'-0"A2.5A4.1
5 ENTRY ROOF PLAN - NORTH
: 1/8" = 1'-0"A2.5A4.1
8 ENTRY ROOF PLAN - EAST
: 1/8" = 1'-0"A2.5A4.1
14 ENTRY ROOF PLAN - SOUTH
: 1/8" = 1'-0"A2.5A4.1
7 ENTRY ROOF PLAN - WEST
4"
CL
SHINGLE-OVER RIDGE VENT, w/
SNOW INFILTRATION FILTER.
PROVIDE 20 SQ INCHES OF VENT
AREA PER FOOT, INSTALL PER
MANUFACTURER'S SPEC
BLOCKING
6"
LAP ICE & WATER SHIELD
OVER UNDERLAYMENT, TYP.
ICE & WATER SHIELD. INSTALL 18"
EA. SIDE OF RIDGE AND PER
MFGR. RECOMMENDATIONS, TYP.
ASPHALT COMPOSITE RIDGE
SHINGLE, LAP PER MFGR.
RECOMMENDATIONS
ICE & WATER SHIELD, TYP.
1' - 6" MIN
ASPHALT SHINGLES (AS)
REF 11/A5.3
IC
E
W
A T
E R
S H
IE
LD
1'
M
IN
ICE & WATER SHIELD
3' - 0
" M
IN
FLEXIBLE MEMBRANE FLASHING WITH
12" WALL LAP. INSTALL UNDER METAL
FLASHING & SHT METAL SADDLE.
CRICKET
BLOCKING/LEDGER, AS REQUIRED
2" VENT HOLE
ICE & WATER SHIELD
SIDING SYSTEM, REF. ELEVATIONS
SHT METAL SADDLE,
EXTEND 24" MIN FROM WALL
WALL FLASHING
AIR BARRIER, LAP OVER FLASHING
8" M
IN
8" MIN
ASPHALT SHINGLES (AS)
REF 11/A5.3
ASPHALT SHINGLES (AS)
REF 11/A5.3
6" M
IN
TRANSITION FLASHING
3/4" CLOSED HEM
1/2" CLOSED HEM
ROOF FRAMING & SHEATHING,
REF. SEE STRUCTURAL
COMPOSITE SHINGLES
GASKETED WD SCREW @ 12" O.C.
GASKETED WD SCREW @ 12" O.C.
ICE & WATER SHIELD, INSTALL MIN. 18"
EACH SIDE OF TRANSITION
6" MIN
6" MIN
ICE & WATER SHIELD
UNDERLAYMENT, INSTALL
MIN. 24" EA. SIDE OF
PENETRATION & RUN UP
VENT AS SHOWN, TYP.
SKYLIGHT ASSEMBLY,
REF. SPECIFICATIONS
TRUSS BEYOND
MTL FLASHING
DOUBLE 2X BLOCKING,
AROUND ENTIRE OPENING
ASPHALT SHINGLES (AS)
REF 11/A5.3
SKYLIGHT CURB & CAP
PROVIDED BY MFGR.
ROOF CRICKET (BEYOND),
FULL WIDTH UPSLOPE OF
SKYLIGHT CURB BASE.
6" M
IN
CRICKET RIDGE
MTL. SLEEVE & CAP, PAINT TO MATCH ROOF
PRE-FORMED VENT STACK BOOT AND
CLAMP. INSTALL PER MFR'S
INSTRUCTION, COORDINATE SIZE - TYP.
PAINT TO MATCH ROOF
ICE & WATER SHIELD UNDERLAYMENT,
INSTALL MIN. 24" EA. SIDE OF PENETRATION
& RUN UP VENT AS SHOWN, TYP.
ROOF VENT
PENETRATION
T Y
P
3" M
IN
ASPHALT SHINGLES (AS)
REF 11/A5.3
ICE & WATER SHIELD, EACH SIDE
1' - 6" MIN
VALLEY FLASHING1' - 6
" M
IN
ASPHALT SHINGLES (AS)
REF 11/A5.3
MTL. CLIP, (APPROX. 2" WIDE), BEND CLIP BACK
OVER TO COVER FASTENER HEAD, TYP.
ASPHALT COMPL SHINGLES, PROVIDE DOUBLE COURSE @
VALLEY, TYP. INSTALL PER MFGR. RECOMMENDATIONS
ICE & WATER SHIELD UNDERLAYMENT,
INSTALL MIN. 18" EA. SIDE OF VALLEY
GALVANIZED METAL
VALLEY FLASHING
LAPPED VALLEY SHINGLES
LAP UNDERLAYMENT OVER ICE & WATER SHIELD MIN. 6"
CL
2X4 BLOCKING
1/2" COVER BOARD
ROOF MEMBRANE
INSULATED GLASS PANE
CONTINUOUS STEEL
TUBE, REF. STRUCTURAL
LOW SLOPE MEMBRANE ROOF
REF. 11/A5.3
SKYLIGHT ASS'Y REF. SPECS
TRUSS BEYOND
MTL FLASHING
CORNER BEAD
RO
PANEL
DIM
GYP. WALL BOARD
ROOFING, AS PER ROOF PLAN
REF. 11/A5.3 FOR ASSEMBLY INFO
S
TR
'L R
E F.
(FU
R
R
IN
G
2x S
TU
D
M
IN
. 14"
BATT INSULATION, MIN. R-49
GYP. WALL BD. & FINISH,
AS SCHEDULED
2" BAFFLES, FULL
WIDTH OF EVERY
STUD BAY, TYP.
B.O. TOP CHORD
GIRDER TRUSS
S P
R A
Y F
O A
M
IN
S U
L
B A
T T
IN
S
U L
S
P F
S T
R 'L
R E
F
F U
R R
IN
G
1/
2"
SPRAY FOAM ENTIRE LIGHTWELL
/ MONITOR ROOF CAVITY, AND
WALL CAVITY DOWN TO B.O. TOP
CHORD OF ADJ, ROOF TRUSS
A2.6
14 SIM
A9.3
6 SIM
A2.6
ASPHALT SHINGLES (AS)
REF. 11/A5.3
FLASHING, PRE-FINISHED TO MATCH FASCIA
3/4" CLOSED HEM
1/2" CLOSED HEM
ROOF FRAMING & SHEATHING,
REF. SEE STRUCTURAL
GASKETED WD SCREW @ 12" O.C.
GASKETED WD SCREW @ 12" O.C.
ICE & WATER SHIELD, INSTALL MIN. 12" VERT.
UP WALL & MIN. 36" DOWN RAKE OF ROOF.
6" V
E R
T . M
IN
F
LA
S H
IN
G
V E
R T
. M
IN
IC
E W
A T
E R
S H
IE
LD
) O V
E R
LA
P
3" M
IN
8" MIN.
LAP VAPOR BARRIER OVER ICE & WATER
SHIELD, MIN. 3"
FIBER CEMENT SHINGLES (FS2)
REF. 11/A5.2
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
06.01.2018
5/
/2
:1 3:
P
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A2.6
06.01.18C O
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ROOF DETAILS
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
JM
JM
: 1 1/2" = 1'-0"A2.6A2.4
3 RIDGE VENT
: 3" = 1'-0"A2.6
11 ROOF TO WALL, w/ CRICKET
: 3" = 1'-0"A2.6
15 ROOF TRANSITION AT PITCH BREAK
: 3" = 1'-0"A2.6A2.4
12 SKYLIGHT TUBE/DOME - CURB @ ROOF & CRICKET
: 1 1/2" = 1'-0"A2.6
2 PIPE VENT / ROOF PENETRATION, TYP.
: 1 1/2" = 1'-0"A2.6A2.4
4 VALLEY @SHINGLE ROOFING
: 3" = 1'-0"A2.6A2.5
9 ROOF RAIN DIVERTER
: 3" = 1'-0"A2.6A2.4
14 MONITOR SKYLIGHT CURB DETAIL
: 1" = 1'-0"A2.6A5.0
10 BAFFLES & ATTIC INSULATION
: 1 1/2" = 1'-0"A2.6A5.0
5 ROOF @ MONITOR & SKYLIGHT
: 3" = 1'-0"A2.6A2.6
13 ROOF @ MONITOR WALL
B
C
R E
F
C
MENS
PUBLIC
RESTROOM
WOMENS
PUBLIC
RESTROOM
ELEC.
CLOS.
ELEV.
19' - 6" 8' - 6"
/4
2'
/4
6'
/4
3'
/2
2' - 5 1/4" 8' - 0 3/4" 6' - 11 3/4" 2' - 0 1/4" 8' - 2 1/2"
A8.2
8DF
UTILITY CHASE
60" DIA.
8' - 3"
3'
6'
/4
"X
C
LE
A R
A R
E A
"X
C
LE
A R
A R
E A
60" DIA.
1'
2'
3'
/4
3'
5'
1'
W E
T W
A
LL
WHU
WHT WHT
WHS WHS
UMS
TA-1
TA-10TA-10
WHT
WHT
3'
T Y
P
WHT
TA-1
TA-8
TA-8TA-8
TA-8 TA-8
TA-6 TA-6
TA-6TA-6
3" TYP.
5' - 0" TYP.
TA-3TA-3
TPA
TA-13
TA-9
TA-2 TA-2TA-9
TA-13
TA-4,
TA-5
TA-4
TA-4 TA-4, TA-5
TA-4, TA-5
E
D
MENS
RESTROOM
WOMENS
RESTROOM
BREAKROOM
SMALL
CONFERENCE
ROOM /
LACTATION
1'
8'
1 3/4"
12' - 0" 5' - 6" 2' - 5" 6' - 0 1/2" 13' - 10 1/2" 2"
5'
/2
2'
2'
1'
2'
3'
/4
1'
/2
4'
2' - 5" 2' - 0" 3' - 7"
7'
5'
/4
4' - 7"
4' - 7"
P-LAM COUNTERTOP, SUPPORTED WITH
HEAVY-DUTY METAL BRACKET AND
WOOD LEDGER, SEE DETAILS.
P-LAM COUNTERTOP,
TYPICAL IN BREAKROOMS
VENDING MACHINE O.P.O.I.
REFRIGERATOR, O.P.O.I.
60" DIA.
30"X48"
54"X78"
30"X48"
30"X48"
M
IN
C
LE
A R
M
IN
3'
TA-2 TA-1
60" DIA. CLEAR
5' - 6 1/2"
5'
/4
"IMPORTANT NOTE: SECOND LEVEL
RESTROOMS 235 AND 236 AND BREAKROOM
234 ARE THE IDENTICAL IN LAYOUT WITH THE
EXCEPTION OF THE LENGTH OF THE L-SHAPED
COUNTER IN 236. THIS IS NOTED ON A2.1.
5' - 5 3/4"
WET WALL
TA-3
TA-4
TA-5
TA-8
5' - 2 3/4" 3' - 3" 3' - 3 1/2"
9'
3/ 4"
3"
UMS
WHU
WHTWHT
TPA
2'
DF
TA-9
/4
2' - 0"
A6.8 2
A6.8 7
TA-2 TA-1
TA-4
TA-5
TA-4
TA-5
UMSTA-13
TA-13
TA-8
A
B
ROOM
103A
RECEPTION
LOBBY
MEDIUM
CONFERENCE
ROOM
ENTRY
VEST.
13' - 7 1/4"
/2
1' - 9 1/2" 1' - 0" 16' - 1 1/2" 1' - 2" 19' - 1 1/4"
5' - 2"
3'
/2
/2
2'
/4
5'
/2
4'
1/ 2"
5'
/4
INFO BOARD, REF:
WOOD FEATURE
WALL, REF:
OPERABLE PARTITION
WALL STORAGE CAVITY.
CONTRACTOR TO VERIFY
CRITICAL DIMENSIONS WITH
MANUFACTURER REQUIRED
CLEARANCES.
PLASTIC-LAMINATE
CASEWORK, TYP.
REF:
2' - 0" TYP.
10' - 9 1/2"
3/
4"
/4
3'
3 1/2"
1' - 2"1' - 8 3/4"
2' - 6"
16' - 0" 23' - 9 1/4"
MAIL SLOTS, REF:
4' - 5 3/4"
4'
/4
5'
/2
2'
2'
4'
1/ 4"
CONTRACTOR TO VERIFY
DIMENSIONS WITH MANUF.
3' - 10 1/2"
/9 A6.1
CUSTOM RECEPTION
DESK, SEE /7 A6.1
WALL GRAPHIC,
SEE /3 A6.3
/12 A9.7MAP STORAGE, REF:
LAMINATE CASEWORK, REF: /11 A6.2
STONE FINISH,
REF: /10 A6.2
6' - 2"
/9 A6.1
5'
/4
6'
/4 A6.2
/7 A6.2
5' - 3 1/2" 8' - 7 1/2"
WALK OFF MATT, REF: /8 A5.5
1' - 4 1/4"1' - 8"
(6) ROWS OF 18 CHAIRS = 108 TOTAL
POSSIBLE OR (2) GROUPS OF 54.
FE&E NOT PROVIDED IN THIS
CONTRACT.
PROJECTION SCREEN
CALCULATION:
-ASPECT RATIO OF 4:3, ASSUMED
-MAX DISTANCE AWAY FROM
SCREEN IS 31 FT
-1/4 TO 1/6 RATIO FOR SCREEN
HEIGHT, ASSUMED.
-THEN, SCREEN HEIGHT SHALL BE
BETWEEN 7.75' FT BASED 1:4 AND
5.2 FT BASED ON 1:6 (FROM
DRAPER.COM, PROJECTION
SCREEN CALCULATIONS)
* GC TO VERIFY THIS DESIGN WITH
C.O. DURING CONSTRUCTION.
ASSUMED CTR. OF
PROJ. SCREEN
30' - 3"
28' - 6
ASSUMED CTR. OF
PROJ. SCREEN
28' - 2"
30' - 4"
CHAIRS ARE NOT IN CONTRACT
7'
1"
6'
LARGE
MEETING
ROOM
NOTE: REF:
FOR PROJECTOR SPECIFICATIONS
/11 A7.1
TPA = TOILET PARTITION METAL
WHT = WALL HUNG TOILET CERAMIC
WHS = WALL HUNG SINK CERAMIC
UMS = UNDERMOUNT SINK SOLID SURFACE
HD = HAND DRYER STAINLESS STEEL
SD = SOAD DISPENSER STAINLESS STEEL
TP = TOILET PAPER DISPENSER STAINLESS STEEL
TD = TOWEL DISPENSER RECEPTACLE, SEMI-RECESSED STAINLESS STEEL
CT = CHANGING TABLE, WALL HUNG RECESSED, STAINLESS STEEL
DF = DRINKING FOUNTAIN SEE PLUMBING DRAWINGS
MS = MOP SINK SEE PLUMBING DRAWINGS
FIXTURES LEGEND
TOILET ACCESSORIES
TA-1 = WASTE RECEPTACLE W/ PAPER TOWEL DISPENSER
TA-2 = WARM-AIR ELECTRIC DRYERS
TA-3 = FOAMING-SOAP DISPENSER
TA-4 = TOILET TISSUE DISPENSER
TA-5 = SANITARY NAPKIN DISPOSAL UNIT
TA-6 = HORIZONTAL GRAB BAR, 36" LONG
TA-7 = VERTICAL GRAB BAR, 18" LONG
TA-8 = SEAT-COVER DISPENSER
TA-9 = MIRROR UNIT - SIZE PER ELEVATION
TA-10 = DIAPER-CHANGING STATION
TA-11 = UNDERLAVATORY GUARD
TA-12 = not used
TA-13 = TOILET PARTITION HOOKS, STAINLESS STEEL (TYP. EVERY STALL)
TA-14 = MOP & BROOM HOLDER
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
06.01.2018
5/
/2
:1 3:
P
M
A3.0
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
ENLARGED FLOOR PLANS
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
BP
BP
: 1/4" = 1'-0"A3.0A2.1
3 PUBLIC RESTROOMS
: 1/4" = 1'-0"A3.0A2.1
5 STAFF RESTROOMS, BREAKROOM & SM. CONF
: 1/4" = 1'-0"A3.0A2.1
13 LOBBY
: 1/8" = 1'-0"A3.0A3.0
12 LARGE MEETING ROOM 105 - FURNITURE / AV DIAGRAM
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
67 5 4 3 2 1 A5.0
A5.0
TO ROOF
139' - 10"
ATTIC LEVEL
124' - 6"
A5.1
A5.1
NSFS1 FS2 FS2 FS1 NS FS2 FS1
FS2
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W4
W4
W4
W4
W1
W1
W1
W1
W1
W1
W2
W1
W1
W1
W1
W1
W1
A5.3
A5.2
A5.2
2' - 0" 2' - 0" 2' - 0" 2' - 0"
8' - 0"8' - 0"8' - 0" 8' - 0" 8' - 0" 8' - 0" 2' - 0"
8' - 0" 8' - 0" 8' - 0" 8' - 0" 10' - 0"10' - 0" 2' - 0"
6' - 0" 8' - 0" 2' - 0"
5' - 0" 5' - 0"
8' - 0" 8' - 0"
S5
W3
127.5
W5
NSNS
A5.5
NSAS
A9.13
4' - 0"
10"
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
A C ED
A5.1
A5.1
B
TO ROOF
139' - 10"
ATTIC LEVEL
124' - 6"
A5.0
A5.0
FS1NS
FS2
FS2
FS1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
2' - 0"
14 A5.5
SIM
7' - 8"7' - 8" 7' - 8"7' - 8"7' - 8" 7' - 8" 7' - 8"7' - 8" 7' - 8"
2' - 0"2' - 0"
S6
NSAS
KEYNOTES - BUILDING ELEVATIONS
1. NOT USED
2. USFS, BLM, USFWS SHIELDS; CAST ALUMINUM
3. PRECAST CONCRETE WALL BANDING, MATCH LINTEL/SILL. EACH PIECE
4' IN LENGTH, AS SHOWN IN ELEVATION.
4. PRECAST CONCRETE BENCH SEAT, MATCH LINTEL/SILL
5. TIMBER-FRAMED WOOD SUPPORT STRUCTURE, DOUG-FIR, CLEAR FINISH
6. METAL SOFFIT AND EDGE, PREFINISHED
7. METAL CLAD WINDOW, PAINTED WOOD INTERIOR, FIBER-CEMENT
EXTERIOR TRIMWORK, TYP.
8. PRECAST CONCRETE LINTEL AND SILL, TYP.
9. STOREFRONT WINDOW SYSTEM, ALUMINUM, 2"x4.5", ANODIZED
10. SUPPORT BRACKET, DOUG FIR, CLEAR OIL FINISH
11. BIRD-NETTING AND CABLING AT UNDERSIDE OF TIMBER-FRAMED SUPPORT
STRUCTURE
12. BIRD SPIKES AT ALL KNEE-BRACE CROTCHES, AND INTERJECTIONS OF
KNEE-BRACES AND TOP OF BEAMS, TYP.
13. HOLLOW METAL EXTERIOR DOOR, TYP.
14. ROOF SCUPPER & DOWNSPOUT NOZZLE
15. ROOF SCUPPER & OVERFLOW SPOUT
KEYNOTE IS DESIGNATED WITH THIS SYMBOL#
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
AB
W5
A4.1
EXTERIOR MATERIALS LEGEND
FIBER CEMENT LAP SIDING
BASIS OF DESIGN - MANUF/MODEL: JAMES HARDIE/ARTISAN LAP SIDING & TRIM,
1 1/2" THICK, 6"W(5.5" ACTUAL), SMOOTH TEXTURE, PRIMED & FIELD PAINT,
COLOR - SW 7065 ARGOS (LIGHT GRAY)
FS1
SYMBOL DESCRIPTION
FS2
FIBER CEMENT SHINGLES
BASIS OF DESIGN - MANUF/MODEL: JAMES HARDIE/HARDISHINGLE SIDING, STAGGERED
EDGE PANEL, 1/4" THICK, 48" L, 15.25" H, 6" EXPOSURE
COLOR - SW 7067 CITYSCAPE (DARK GRAY)
NATURAL STONE
BASIS OF DESIGN - MANUF/MODEL: REGIONALLY SOURCED, CUT STONE, 2" D,
ASHLAR PATTERN, REFERENCE WALL SECTIONS & DETAILS FOR ADDL INFO, TYP.
COLOR/SPECIES - MUTUAL MATERIALS, LOON LAKE
NS
AS
ASPHALT SHINGLES (SOLAR REFLECTIVE)
BASIS OF DESIGN - MANUF/MODEL: MALARKEY ROOFING PRODUCTS/ECOASIS PREMIUM,
SRI OF 29 OR GREATER; COLOR - AGAVE; REFERENCE SPECS FOR ADDITIONAL
INFORMATION, TYPICAL
BASIS OF DESIGN IMAGE: COLOR & PATTERN REFERENCE (MUTUAL MATERIALS, LOON LAKE)
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
5 4 3
5FS1
W1
INTERAGENCY NATURAL
RESOURCE CENTER
BUILDING SIGNAGE,
PINNED
A4.1
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
06.01.2018
5/
/2
:1 3:
P
M
A4.1
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
EXTERIOR ELEVATIONS
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
JM
BP
: 1/8" = 1'-0"A4.1A2.1
5 NORTH ELEVATION
: 1/8" = 1'-0"A4.1A2.1
9 WEST ELEVATION
: A4.1
11 NORTHWEST PERSPECTIVE VIEW PERSPECTIVE SHOWN FOR REFERENCE ONLY
: 1/8" = 1'-0"A4.1A2.1
8 ENTRY VESTIBULE - EAST ELEVATION
: 1/8" = 1'-0"A4.1A2.1
7 ENTRY VESTIBULE - NORTH ELEVATION
SECOND LEVEL
113' - 6"
ACE D
A5.1
A5.1
B
ATTIC LEVEL
124' - 6"
A5.0
A5.0
FS1 FS2 FS1 NS W5
FS1
W4
W4
W4
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W3
W3
3 3
2' - 0" 8' - 0" 8' - 0"
2' - 0"
8' - 0"8' - 0" 8' - 0" 8' - 0"8' - 0" 1' - 0"
W1
A5.5
NSAS
1' - 4"
6'
3'
1"
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
6 754321
A5.0
A5.0
TO ROOF
139' - 10"
ATTIC LEVEL
124' - 6"
A5.1
A5.1
A5.2
A5.2
OPERABLE WINDOWS IN
BREAK ROOM (REF. PLAN)
FS1NS FS2 FS1 FS2 FS1 FS2FS1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
FS2
2' - 0" 8' - 0"
2' - 0"
8' - 0" 8' - 0" 8' - 0" 8' - 0" 2' - 0"
8' - 0"8' - 0"8' - 0" 2' - 0"
8' - 0" 8' - 0" 8' - 0" 8' - 0" 2' - 0"
8' - 0" 8' - 0" 8' - 0" 8' - 0"9' - 11 3/4" 10' - 0 1/4" 2' - 0" 2' - 0"
8' - 0"
5' - 0"5' - 0" 5' - 8"
NSAS
S7
A5.5
KEYNOTES - BUILDING ELEVATIONS
1. NOT USED
2. USFS, BLM, USFWS SHIELDS; CAST ALUMINUM
3. PRECAST CONCRETE WALL BANDING, MATCH LINTEL/SILL. EACH PIECE
4' IN LENGTH, AS SHOWN IN ELEVATION.
4. PRECAST CONCRETE BENCH SEAT, MATCH LINTEL/SILL
5. TIMBER-FRAMED WOOD SUPPORT STRUCTURE, DOUG-FIR, CLEAR FINISH
6. METAL SOFFIT AND EDGE, PREFINISHED
7. METAL CLAD WINDOW, PAINTED WOOD INTERIOR, FIBER-CEMENT
EXTERIOR TRIMWORK, TYP.
8. PRECAST CONCRETE LINTEL AND SILL, TYP.
9. STOREFRONT WINDOW SYSTEM, ALUMINUM, 2"x4.5", ANODIZED
10. SUPPORT BRACKET, DOUG FIR, CLEAR OIL FINISH
11. BIRD-NETTING AND CABLING AT UNDERSIDE OF TIMBER-FRAMED SUPPORT
STRUCTURE
12. BIRD SPIKES AT ALL KNEE-BRACE CROTCHES, AND INTERJECTIONS OF
KNEE-BRACES AND TOP OF BEAMS, TYP.
13. HOLLOW METAL EXTERIOR DOOR, TYP.
14. ROOF SCUPPER & DOWNSPOUT NOZZLE
15. ROOF SCUPPER & OVERFLOW SPOUT
KEYNOTE IS DESIGNATED WITH THIS SYMBOL#
EXTERIOR MATERIALS LEGEND
FIBER CEMENT LAP SIDING
BASIS OF DESIGN - MANUF/MODEL: JAMES HARDIE/ARTISAN LAP SIDING & TRIM,
1 1/2" THICK, 6"W(5.5" ACTUAL), SMOOTH TEXTURE, PRIMED & FIELD PAINT,
COLOR - SW 7065 ARGOS (LIGHT GRAY)
FS1
SYMBOL DESCRIPTION
FS2
FIBER CEMENT SHINGLES
BASIS OF DESIGN - MANUF/MODEL: JAMES HARDIE/HARDISHINGLE SIDING, STAGGERED
EDGE PANEL, 1/4" THICK, 48" L, 15.25" H, 6" EXPOSURE
COLOR - SW 7067 CITYSCAPE (DARK GRAY)
NATURAL STONE
BASIS OF DESIGN - MANUF/MODEL: REGIONALLY SOURCED, CUT STONE, 2" D,
ASHLAR PATTERN, REFERENCE WALL SECTIONS & DETAILS FOR ADDL INFO, TYP.
COLOR/SPECIES - MUTUAL MATERIALS, LOON LAKE
NS
AS
ASPHALT SHINGLES (SOLAR REFLECTIVE)
BASIS OF DESIGN - MANUF/MODEL: MALARKEY ROOFING PRODUCTS/ECOASIS PREMIUM,
SRI OF 29 OR GREATER; COLOR - AGAVE; REFERENCE SPECS FOR ADDITIONAL
INFORMATION, TYPICAL
BASIS OF DESIGN IMAGE: COLOR & PATTERN REFERENCE (MUTUAL MATERIALS, LOON LAKE) 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
06.01.2018
5/
/2
:1 3:
P
M
A4.2
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
EXTERIOR ELEVATIONS
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
JM
BP
: 1/8" = 1'-0"A4.2A1.0
9 EAST ELEVATION
: 1/8" = 1'-0"A4.2A2.1
5 SOUTH ELEVATION
: A4.2
11 SOUTHEAST PERSPECTIVE VIEW PERSPECTIVE SHOWN FOR REFERENCE ONLY
SECOND LEVEL
113' - 6"
E D
ATTIC LEVEL
124' - 6"
W1
W1
FS1
FS2
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
ED
ATTIC LEVEL
124' - 6"
W1
W1
FS2
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
E D
ATTIC LEVEL
124' - 6"
W3
W3
FS2
AS
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
ED
ATTIC LEVEL
124' - 6"
W1
W1
FS1
FS2
AS
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
ATTIC LEVEL
124' - 6"
FS1
FS1
AS
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
ATTIC LEVEL
124' - 6"
FS1
FS1
A5.5
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
A B
ATTIC LEVEL
124' - 6"
FS2
FS1 W1
AS
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
AB
ATTIC LEVEL
124' - 6"
FS2
W1
EXTERIOR MATERIALS LEGEND
FIBER CEMENT LAP SIDING
BASIS OF DESIGN - MANUF/MODEL: JAMES HARDIE/ARTISAN LAP SIDING & TRIM,
1 1/2" THICK, 6"W(5.5" ACTUAL), SMOOTH TEXTURE, PRIMED & FIELD PAINT,
COLOR - SW 7065 ARGOS (LIGHT GRAY)
FS1
SYMBOL DESCRIPTION
FS2
FIBER CEMENT SHINGLES
BASIS OF DESIGN - MANUF/MODEL: JAMES HARDIE/HARDISHINGLE SIDING, STAGGERED
EDGE PANEL, 1/4" THICK, 48" L, 15.25" H, 6" EXPOSURE
COLOR - SW 7067 CITYSCAPE (DARK GRAY)
NATURAL STONE
BASIS OF DESIGN - MANUF/MODEL: REGIONALLY SOURCED, CUT STONE, 2" D,
ASHLAR PATTERN, REFERENCE WALL SECTIONS & DETAILS FOR ADDL INFO, TYP.
COLOR/SPECIES - MUTUAL MATERIALS, LOON LAKE
NS
AS
ASPHALT SHINGLES (SOLAR REFLECTIVE)
BASIS OF DESIGN - MANUF/MODEL: MALARKEY ROOFING PRODUCTS/ECOASIS PREMIUM,
SRI OF 29 OR GREATER; COLOR - AGAVE; REFERENCE SPECS FOR ADDITIONAL
INFORMATION, TYPICAL
BASIS OF DESIGN IMAGE: COLOR & PATTERN REFERENCE (MUTUAL MATERIALS, LOON LAKE) KEYNOTES - BUILDING ELEVATIONS
1. NOT USED
2. USFS, BLM, USFWS SHIELDS; CAST ALUMINUM
3. PRECAST CONCRETE WALL BANDING, MATCH LINTEL/SILL. EACH PIECE
4' IN LENGTH, AS SHOWN IN ELEVATION.
4. PRECAST CONCRETE BENCH SEAT, MATCH LINTEL/SILL
5. TIMBER-FRAMED WOOD SUPPORT STRUCTURE, DOUG-FIR, CLEAR FINISH
6. METAL SOFFIT AND EDGE, PREFINISHED
7. METAL CLAD WINDOW, PAINTED WOOD INTERIOR, FIBER-CEMENT
EXTERIOR TRIMWORK, TYP.
8. PRECAST CONCRETE LINTEL AND SILL, TYP.
9. STOREFRONT WINDOW SYSTEM, ALUMINUM, 2"x4.5", ANODIZED
10. SUPPORT BRACKET, DOUG FIR, CLEAR OIL FINISH
11. BIRD-NETTING AND CABLING AT UNDERSIDE OF TIMBER-FRAMED SUPPORT
STRUCTURE
12. BIRD SPIKES AT ALL KNEE-BRACE CROTCHES, AND INTERJECTIONS OF
KNEE-BRACES AND TOP OF BEAMS, TYP.
13. HOLLOW METAL EXTERIOR DOOR, TYP.
14. ROOF SCUPPER & DOWNSPOUT NOZZLE
15. ROOF SCUPPER & OVERFLOW SPOUT
KEYNOTE IS DESIGNATED WITH THIS SYMBOL#
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
A B
ATTIC LEVEL
124' - 6"
W1
W4
FS2
NS
AS
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
AB
ATTIC LEVEL
124' - 6"
W1
FS1
FS2
W5
AS
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
06.01.2018
5/
/2
:1 4:
P
M
A4.3
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
EXTERIOR ELEVATIONS
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
JM
BP
: 1/8" = 1'-0"A4.3A2.1
1 EAST ELEV @ GRID 3 SOUTH
: 1/8" = 1'-0"A4.3A2.1
2 WEST ELEV - GRID 4 SOUTH
: 1/8" = 1'-0"A4.3A2.1
3 EAST ELEV - GRID 5 SOUTH
: 1/8" = 1'-0"A4.3A2.1
4 WEST ELEV - GRID 6 SOUTH
: 1/8" = 1'-0"A4.3A2.1
6 SOUTH ELEV - GRID C/D EAST
: 1/8" = 1'-0"A4.3A2.1
5 NORTH ELEV - GRID C/D EAST
: 1/8" = 1'-0"A4.3A2.2
7 WEST ELEV - GRID 4 NORTH
: 1/8" = 1'-0"A4.3A2.2
8 EAST ELEV - GRID 3 NORTH
: 1/8" = 1'-0"A4.3A2.1
9 WEST ELEV - GRID 6 NORTH
: 1/8" = 1'-0"A4.3A2.1
10 EAST ELEV - GRID 5 NORTH
SECOND LEVEL
113' - 6"
A
LOWER LEVEL
90' - 0"
CE D
A5.1
A5.1
B
ATTIC LEVEL
124' - 6"
STAIR 1
EXECUTIVE
ASSISTANT/
WAITING
RECEPTION
FOYER
LIGHTWELL
ROOF
MONITOR
A5.0
A5.0
A5.3
BREAKROOM
BREAK
ROOM
SUPERVISORS
OFFICE
CORRIDOR
113B
TEL/COMM
ATTIC ATTIC
UNEXCAVATEDUNEXCAVATED
A9.3
A5.0
A5.0
INSUL. PERIM. WALLS OF
ENCLOSED ATTIC SPACES
INSUL. PERIM. WALLS OF
ENCLOSED ATTIC SPACES
CHASE
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
LOWER LEVEL
90' - 0"
754321
A5.0
A5.0
ATTIC LEVEL
124' - 6"
A5.1
A5.1
A5.2
A5.2
ATTIC
MEDIUM
CONFERENCE
ROOM
TEC
OFFICE
VEG
OFFICE
ECO
OFFICE
SECURITY
OFFICE
STORAGE
105A
VESTIBULE/
BREAKOUT
MENS
PUBLIC
RESTROOM
WOMENS
PUBLIC
RESTROOM
ELEC.
CLOS.
BLM
OFFICE
MECHANICAL
ROOM
BUILDING
STORAGE
NEPA
PLANNER
OPEN
OFFICE
MEDIUM
CONFERENCE
ROOM
STAIR 1
BLM
OFFICE
BLM
OFFICE
CIO
OFFICE
PRIVACY
ROOM
STAIR 1
JAN.
CLOS.
VESTIBULE
TEL/COMM
MECH.
302ATTIC
LIGHTWELL
9'
ATTIC
8'
"UNEXCAVATED UNEXCAVATED
A2.6
10 SOH
A2.6
10 SOH
INSUL. PERIM.
WALLS OF
ENCLOSED
ATTIC SPACES
INSULATE PERIMETER WALLS
OF ENCLOSED ATTIC SPACES
7'
A9.7
INTERIOR WALL ASSEMBLY @ WOOD WALL
CLEAR 6" DOUG FIR VENEER T&G OVER
WOOD ADHESIVE APPLIED TO FACE OF
3/4" WOOD FURRING STRIPS OVER
5/8" TYPE "X" GWB
A2.6
2"
WW-3 ACCENT WALL 6"
WIDE PANELS
TERMINATION OF WW-3 AT
TRIM BOARD WALL REF. /5 A9.7
EQ.
WW-3
17' - 10 1/4"
6"
GAP AT SIDE TO BE
DETERMINED BY MATERIAL
@ EITHER SIDE, FIELD
VERIFY DIMENSIONS , DO
NOT RIP T&G TO FIT, ALLOW
EQ. SPACE ON EITHER SIDE
2-1/2" MAX. 2-1/2" MAX.
A9.7
/2
V
IF
6'
3'
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
06.01.2018
5/
/2
:1 4:
P
M
A5.0
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
BUILDING SECTIONS
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
JM
BP
: 1/8" = 1'-0"A5.0A2.0
13 N/S BUILDING SECTION 1
: 1/8" = 1'-0"A5.0A2.0
6 E/W BUILDING SECTION 1
: 1/4" = 1'-0"A5.0A5.0
11 LIGHT WELL WALL SECTION
: 1/4" = 1'-0"A5.0A5.0
12 LIGHT WELL ELEVATION
SECOND LEVEL
113' - 6"
A
LOWER LEVEL
90' - 0"
CE D
A5.1
A5.1
B
ATTIC LEVEL
124' - 6"
A5.0
A5.0
BLM
OPEN
OFFICE
AQM
OPEN
OFFICE
TEC
OPEN
OFFICE
CIO
OFFICE
LAW
OFFICE
(USFS)
LAW
OFFICE
(BLM)
LAW
ENFORCEMENT
OPEN
OFFICE
A5.2
9'
ATTIC
UNEXCAVATED
INSULATE PERIMETER WALLS
OF ENCLOSED ATTIC SPACESATTIC
INSULATE PERIMETER WALLS
OF ENCLOSED ATTIC SPACES
SOUND ATTENUATION BATTS
AT ALL ACT CEILING, TYPICAL.
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
LOWER LEVEL
90' - 0"
7 5 4 3 2 1
A5.0
A5.0
ATTIC LEVEL
124' - 6"
FWS
OPEN
OFFICE
LARGE
CONFERENCE
ROOM
FWS
ASST.
STATE
SUPERINTENDENT
OFFICE
EXECUTIVE
ASSISTANT/
WAITING
SUPERVISOR
FILING
MEDIUM
CONFERENCE
ROOM
HRM
OPEN
OFFICE
TEC
OPEN
OFFICE
TEC
OPEN
OFFICE
FMO
OPEN
OFFICE
BLM
OPEN
OFFICE
BLM
OPEN
OFFICE
BLM
OPEN
OFFICE
ROOM
103A
RECEPTION
LOBBY
LARGE
MEETING
ROOM
A5.1
A5.1
A5.2
A5.2
ATTIC ATTIC
UNEXCAVATED UNEXCAVATED
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
06.01.2018
5/
/2
:1 4:
P
M
A5.1
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
BUILDING SECTIONS
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
JM
BP
: 1/8" = 1'-0"A5.1A2.1
13 N/S BUILDING SECTION 2
: 1/8" = 1'-0"A5.1A2.1
6 E/W BUILDING SECTION 2
SECOND LEVEL
113' - 6"
BTM OF SOFFIT/TRUSSES
124' - 0"
FWS OPEN
OFFICE
LARGE
MEETING
ROOM
NATURAL STONE (NS)
2" ADHERED STONE MASONRY VENEER OVER
MORTAR BED OVER
WIRE LATH OVER
0.4" DRAINAGE & VENTILATION MAT OVER
1" RIGID INSULATION OVER
AIR BARRIER OVER
1/2" PLYWOOD SHEATHING OVER
2X6 WOOD STUDS @ 16" O.C. W/ 3" SPRAY FOAM
2 1/2" ROCK WOOL INSULATION
5/8" TYPE 'X' GWB
A5.2
FIBER CEMENT SHINGLES (FS2)
FIBRER CEMENT SHINGLES OVER
3/4" RAINSCREEN INSULATION OVER
AIR BARRIER OVER
1/2" PLYWOOD SHEATHING OVER
2X6 WOOD STUDS @ 16" O.C. w/ 3" SPRAY FOAM
2 1/2" ROCK WOOL INSULATION
5/8" TYPE 'X' GWB
A5.5
SOUND ATTENUATION BATTS
AT ALL ACT CEILING, TYPICAL.
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
A C ED
A5.1
A5.1
B
ATTIC LEVEL
124' - 6"
A5.0
A5.0
A5.2
HRM OPEN
OFFICE
BLM OPEN
OFFICE
BLM OFFICE
BLM OFFICE
BLM OPEN
OFFICE
NIZ OFFICE
TEC OFFICE
VEG OPEN
OFFICE
INSUL. PERIM. WALLS OF
ENCLOSED ATTIC SPACES
INSUL. PERIM. WALLS OF
ENCLOSED ATTIC SPACES
A2.6
10 SOH
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
BTM OF SOFFIT/TRUSSES
124' - 0"
D
6" MIN. GRADE CLEARANCE
SLOPE GRADE AWAY
FROM BUILDING, TYPICAL
CONCRETE FOUNDATION WALL, TYP.
REF.
FIBER CEMENT LAP SIDING (FS 1)
FIBER CEMENT LAP SIDING OVER
3/4" RAINSCREEN AIR SPACE W/
VERTICAL 1X2 FURRING @ 16" O.C. OVER
1" RIGID INSULATION OVER
AIR BARRIER OVER
1/2" PLYWOOD SHEATHING OVER
2X6 WOOD STUDS @ 16" O.C. W/ 3" SPRAY FOAM
2 1/2" ROCK WOOL INSULATION
5/8" TYPE 'X' GWB
A5.2
2" BAFFLE, FULL WIDTH
OF EVERY STUD BAY
A5.5
VEG OPEN
OFFICE
BLM OPEN
OFFICE
VARIES
SECTION PLAN
3/4" FLAT BLOCKING, IN-LINE
w/ 1x2 FURRING, DIRECTLY
BEHIND VERTICAL TIMBER,
ANCHORED TO STUD WALL
ELEVATION
LAP SIDING BUTTS TO
SIDE OF KNEE BRACE
LO
O
K O
U T
8"
4"
6"
VARIES
C L K
N E
E B
R A
C E
C L R
A F
T E
R T
A
IL
8"
C L
8" 1' - 10"CL CL
2" 1' - 0"6"
2 1/2"
2"
4" 9"
6" W
ID
E
V E
R T
IC
A
L T
IM
B
E R
4'
6'
2' - 0"
2"
4" 1/
2" 4"
2'
5"
5 1/2"
1/
2"
8"
STUD SPACING PER STRUCTURAL
VARIES
(3) 5/8" HEX LAG SCREWS, WASHERS, & WOOD
PLUGS TO MATCH TIMBER ; VERT. @ 18" O.C.
LAP SIDING BUTTS TO SIDE OF KNEE BRACE
3/4" FLAT BLOCKING, IN-LINE w/ 1x2
FURRING, DIRECTLY BEHIND VERTICAL
TIMBER, ANCHORED TO STUD
1/4" HEX SD SCREW & WASHER FASTENED
TO 2x10 BLOCKING @ 24" o.c. VERT.
(3) 3/8" HEX LAG SCREWS,
WASHERS, & WOOD PLUGS
TO MATCH TIMBER ; VERT.
@ 18" O.C.
3/8" LAG BOLT, WASHER, &
WOOD PLUG TO MATCH TIMBER
4" W
ID
E
A N
G
LE
D B
R A
C
IN
G T
IM
B
E R
3'
4'
0"
4x4 BLOCKING
1'
3' - 10 3/4"
F A
C E
O F
T R
IM
S
ID
IN
G
BIRD SPIKES AT
CROTCH, TYP.
CL
CL CL
2x10 VERTICAL BLOCKING IN STUDWALL
4x4 BLOCKING
4" LINEAR VENT w/
BUG SCREEN, CONT.
7"
GRID
TYP.
2" BAFFLE, FULL WIDTH OF
EVERY STUD BAY, TYP.12
VARIES
CL CL
3/8" LAG BOLT, WASHER, & WOOD PLUG TO MATCH TIMBER
1" x 3 1/2" FIBER CEMENT TRIM, PAINT TO MATCH LAP SIDING
4x4 BLOCKING
LAP SIDING BUTTS TO SIDE OF KNEE BRACE
1x6 T&G SOFFIT, FINISH TO MATCH TIMBER
2' - 8" 1' - 0"
4" 4"
8" 1' - 10"
3' - 10 3/4"
4" LINEAR VENT w/
BUG SCREEN, CONT.
7"
F A
C E
O F
T R
IM
S
ID
IN
G
1/ 2"
GRID
TYP.
2" BAFFLE, FULL WIDTH
OF EVERY STUD BAY, TYP.
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
06.01.2018
5/
/2
:1 4:
P
M
A5.2
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
WALL SECTIONS
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
JM
BP
: 1/2" = 1'-0"A5.2A2.1
11 WALL SECTION
: 1/8" = 1'-0"A5.2A2.1
5 N/S BUILDING SECTION 3
: 1/2" = 1'-0"A5.2A2.1
12 WALL SECTION
: 1" = 1'-0"A5.2A4.1
14 KNEE BRACE DETAIL, TYP.
: 1" = 1'-0"A5.2A4.1
9 LOOKOUT DETAIL - SECTION, TYP.
TIMBER FASTENERS NOTE:
ALL SCREWS / BOLTS TO BE PRE-DRILLED / PILOTED PER SCREW
MFR. RECOMMENDATIONS & COUNTER-BORED TO FIT HEX
SOCKET HEAD & WASHER, AND RECEIVE WOOD PLUG.
SECOND LEVEL
113' - 6"
A
BTM OF SOFFIT/TRUSSES
124' - 0"
B
SUPERVISORS
OFFICE
RECEPTION
FIBER CEMENT LAP SIDING (FS 1)
REF 12/A5.2
FIBER CEMENT LAP SIDING (FS 1)
REF 12/A5.2
ASPHALT SHINGLES (AS)
11/A5.3 /
A5.3
A9.3
5 SIM
A5.3
11 SIM
AB
FWS ASST.
STATE
SUPERINTENDENT
OFFICE
ENTRY VEST.
LOBBY
FIBER CEMENT LAP SIDING (FS 1)
REF 12/A5.2
ASPHALT SHINGLES (AS)
SOLAR REFLECTIVE ASPHALT SHINGLES OVER
UNDERLAYMENT, REF PLANS FOR LOCATION & TYPE OVER
PLYWD ROOF SHEATHING, REF STRUCT. TYP. OVER
SHOP-FABRICATED WOOD ROOF TRUSSES W/
BLOWN-IN LOOSE-FILL ATTIC INSULATION @ BOTTOM CHORD, TYP.
SLAB ON GRADE
CONCRETE SLAB (REF STRUCT) OVER
VAPOR BARRIER, REF SPECS OVER
CRUSHED GRAVEL
SLOPE EXT. SLAB AWAY FROM BUILDING
UNEXCAVATED UNEXCAVATED
1/4" PER FOOT
TIMBER FRAMING, REF. STR'L FOR SIZE & SPACING
1'
/2
4"
WOOD POST, REF. STRUCTURAL
STONE 'BENCH' COLUMN BASE, REF. STR'L
INTERNAL LVL BEAM, TIE BACK TO BUILDING, REF. STR'L
BEAM, REF. STR'L
MTL DRIP EDGE
A5.4
A9.3
A9.3
A9.3
3' - 6"
METAL SOFFIT PANEL ASSEMBLY (MP-1)
PAINTED, VENTED ALUMINUM SOFFIT PANEL OVER
2x2 WOOD FURRING @ 16" O.C. OVER
WOOD FRAMING (REF. STRUCTURAL)
LOW SLOPE MEMBRANE ROOF
FULLY ADHERED EPDM MEMBRANE OVER
1/2" FIBERGLASS MAT FACED GYPSUM CORE COVER BOARD OVER
TAPERED INSULATION IF APPLICABLE, REF ROOF PLAN OVER
2 LAYERS OF 3" POLYISO ROOF BOARD INSULATION OVER
VAPOR BARRIER, 8 MIL. CLEAR REINFORCED & FIRE RETARDANT OVER
PLYWOOD ROOF SHEATHING, REF STRUCT.
BIRD SPIKES, AT ALL EXPOSED BEAM TOPS
WOOD LOUVER PANEL ASSEMBLY
- 1x6 WOOD LOUVERS TO MATCH TIMBERS, SANDED & SEALED
- PRE-FINISHED METAL (FLAT BLACK)
- 40 MIL SBS SELF-ADHERED WEATHER BARRIER
- 3/4" CDX PLYWOOD BACKING
1X6 SLOPED SILL-BOARD & FLASHING, CONT.
6"x8" TIMBER RIDGE BEAM, DOUG FIR
3"x4" TIMBER LOOKOUT, DOUG FIR
5 1/2"
SECTION VIEW ELEVATION VIEW
1X6 T&G SOFFIT, TO MATCH TIMBERS
O U
T S
ID
E
F A
C E
O F
W A
LL
F
R A
M
IN
G
GRID
1' - 6" 1' - 0"1' - 6"
4" 4"
1' - 0"
1' - 4"
10"
BTM OF TRUSSES
124' - 0"
ATTIC LEVEL
124' - 6"
T O
P O
F R
ID
G
E
6'
/4
6"
1' - 10"
1' - 10"
1' - 10"
3"
6"
1/
2"
4"
3"
O U
T S
ID
E
F A
C E
O F
W A
LL
F
R A
M
IN
G (B
E
LO
W
8"
9"
ALIGN T.O. RIDGE w/ INTERSECTION
OF ADJACENT ROOF.
ROOF EDGE FLASHING
VENTED SOFFIT
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
06.01.2018
5/
/2
:1 4:
P
M
A5.3
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
WALL SECTIONS
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
JM
BP
: 1/2" = 1'-0"A5.3A5.0
9 WALL SECTION
: 1/2" = 1'-0"A5.3A2.1
11 WALL SECTION
: 3/4" = 1'-0"A5.3A4.1
13 GABLE VENT DETAIL
SECOND LEVEL
113' - 6"
ATTIC LEVEL
124' - 6"
LAW OFFICE
(USFS)
AQM OPEN
OFFICE
FIBER CEMENT LAP SIDING (FS 1)
REF 12/A5.2
FIBER CEMENT SHINGLES (FS2)
REF 11/A5.2
8' - 0"
2'
A5.4
A9.3
A5.5
A5.5
FIRST/GROUND LEVEL PLAN
100' - 0"
T/O BENCH
101'-6"
PRECAST CONCRETE BENCH TOP
CONCRETE FOUNDATION,
SEE STRUCTURAL
NATURAL STONE (NS) STUB WALL
2" ADHERED STONE MASONRY VENEER OVER
MORTAR BED OVER
WIRE LATH OVER
0.4" DRAINAGE & VENTILATION MAT OVER
1/2" PLYWOOD SHEATHING OVER
3 5/8" GALV. MTL FRAMING @ 16" O.C.
STIRRUP WITH SEAT
2' - 0"
4" CONCRETE SIDEWALK
EXPANSION JOINT AROUND BASE
6"
WOOD COLUMN BEYOND, SEE
STRUCTURAL
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
06.01.2018
5/
/2
:1 4:
P
M
A5.4
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
WALL SECTIONS
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
JM
BP
: 1/2" = 1'-0"A5.4A2.1
11 WALL SECTION
: 1 1/2" = 1'-0"A5.4A1.0
10 SEAT POST BASE
SLOPE 1:24
7"
SECTIONELEVATION (FROM ROOF) ELEVATION (EXTERIOR)
7"
4" DOWNSPOUT NOZZLE,
FASTEN TO BLOCKING
MASTIC CAULK AROUND
OPENING IN SIDING
3/4" FLAT BLOCKING, IN-LINE w/ 1x2 FURRING, DIRECTLY
BEHIND DOWNSPOUT NOZZLE.
BORE TO FIT DOWNSPOUT
NOZZLE.
5"
CORNER SCUPPER
ROOF DRAIN
TOP OF WALL
116' - 1 1/4"5"
B.O. HEADER
114' - 11"
HEADER & DECK
PER STR'L
T.O. PARAPET CAP=
T.O. ADJ. WALL BANDING
116' - 3"
A5.5
T.O. DECK
115' - 4 1/2"
SHIM AS REQ'D
BY MFGR
NATURAL STONE (NS)
REF. 11/A5.2
FIBER CEMENT SHINGLES (FS2)
REF. 11/A5.2
FLASHING, w/ DRIP-EDGE, CONT.
(INSTALL VERT. LEG BEHIND INSUL. &
BUILDING WRAP). FINISH TO MATCH
FIBER CEMENT BANDING COLOR.
AIR BARRIER, LAP
OVER FLASHING
TOP OF BANDING
116' - 3"
A9.12
14 ALT. CONDITION
@ WINDOWS
1/
2" 7"
1/
2" 1/
4" 1/
4"
3/4" 2 1/2"
1 1/2"1 3/4"
2" 3"
3 1/4"
5"
1'
/2
MIN
1"
PRE-CAST WALL BANDING, TO MATCH
PRE-CAST WINDOW SILLS & HEADERS,
WHERE OCCUR. REFERENCE EXTERIOR
ELEVATIONS FOR LOCATIONS
HEAVY-DUTY, CORROSION RESISTANT "Z-
CLIPS", SPACING AS RECOMMENDED BY
MANUFACTURER. EPOXY ANCHOR TO
BACK-FACE OF PRE-CAST WALL BANDING.
1X6 FLAT BLOCKING, CONT., ANCHORED
@ EVERY OTHER STUD
3/4" X 3/4" X 1/8" STEEL ANGLE. WELDED
TO LEDGER ANGLE, ALIGN WITH KEY-
SLOT IN BOTTOM OF PRE-CAST WALL
BAND. LEAVE A "WEEP-GAP" EVERY 48".
COMPOSITE SHIM, AS REQUIRED FOR
PROPER ALIGNMENT
4" x 4" x 1/4" STEEL LEDGER ANGLE
3/8" LAG SCREW & FLAT WASHER, FASTEN TO
STUD WALL, SPACE @ EVERY-OTHER STUD.
PRE-DRILL EACH SCREW.
AT BLOCKING: SINK SCREW HEAD BELOW
DEPTH OF "Z-CLIP" CLEARANCE
M
IN1"
KEY-SLOT, TO ACCEPT VERTICAL
LEG OF ANGLE. WIDTH OF SLOT TO
BE 1/8" WIDER THAN LEG OF
ANGLE. CHAMFER @ MOUTH OF
OPENING TO EASE INSTALLATION.
SLOP HORIZ. FACE,
TO DRAIN AWAY
FROM BUILDING
SLOP HORIZ. FACE,
TO DRAIN AWAY
FROM BUILDING
1" 1"
WALK OFF GRATE RECESSED
INTO CONCRETE SLAB. SEE
FLOOR PLANS FOR SIZE.
CONCRETE SLAB,
VERIFY DEPTH WITH
STRUCTURAL DETAILS
FINISH FLOOR
2"
2" SS PERIMETER SUPPORT
DRAIN TO CRUSHED STONE
AREA BELOW SLAB
V A
R
IE
S
CRUSHED STONE
TOP OF WALL BANDING
MATCH ADJ. PARAPET CAP
1/
2"
NATURAL STONE (NS)
REF. 11/A5.2
FIBER CEMENT SHINGLES (FS2)
REF. 11/A5.2
BUILDING WRAP, LAP
OVER METAL COPING
PRE-FINISHED METAL COPING, w/ DRIP-
RETURN @ BOTTOM, CONT. (INSTALL
VERT. LEG BEHIND INSUL. & BUILDING
WRAP). PROFILE, DEPTH, AND FINISH
TO MATCH ADJ. PARAPET CAP.
METAL CLEAT, EXTEND BACK TO
SHEATHING. EXTEND VERTICAL LEG @
SHEATHING DOWN 2".
NATURAL STONE (NS)
REF. 11/A5.2
FIBER CEMENT SIDING (FS1)
REF. 12/A5.2
TYP.
16" O.C.
GAP & CAULKING, USE BACKER ROD WHERE NECESSARY
3/4" FLAT BLOCKING
1 1/2" X 3 1/2" FIBER CEMENT CORNER TRIM PIECE
1/ 2"
1/
2"
1/2" FIBERGLASS MAT
FACED GYPSUM CORE
COVER BOARD
VAPOR BARRIER
FULLY ADHERED
EPDM MEMBRANE
SELF-ADHERED SBS
MEMBRANE OVER TOP OF
WALL. LAP MIN. 3" OVER
VAPOR BARRIER @ VERTICAL
FACE OF WALL, BOTH SIDES.
PRE-FINISHED METAL COPING w/ 4" MIN. OVERLAP @ SPLICE w/ DOUBLE
BEAD OF MASTIC. INSTALL 6" SUB-
FLASHING @ SPLICE
ADHEREED ROOFING MEMBRANE,
CONTINUED FROM ROOF, LAP OVER
TO OUTSIDE FACE OF CAP BLOCK
PRESSURE TREATED 2x12 CAP BLOCK, w/ SELF ADHERE WRB, FULLY
WRAPPED AROUND ALL SIDES PRIOR
TO INSTALL.
SELF-ADHERED SBS MEMBRANE
FULLY WRAP AROUND CAP BLOCK
PRIOR TO INSTALL.
METAL CLEAT, EXTEND BACK TO
SHEATHING. EXTEND VERTICAL LEG @
SHEATHING DOWN 2".
M
IN
SELF-ADHERED SBS MEMBRANE
OVER TOP OF WALL. LAP MIN. 3"
OVER VAPOR BARRIER @ VERTICAL
FACE OF WALL, BOTH SIDES.
5"
1/ 2"
R E
F
W A
LL
B
A N
D
IN
G
A
D J.
W A
LL
E
LE
V
B
E Y
O N
D
FIBER CEMENT
SIDING (FS1)
REF. 12/A5.2
A 5.
MITER @ OUTSIDE
CORNERS
GRID
TYP.
4' - 0" o.c.
TYP.
4' - 0" o.c.
CLCL (VERIFY)
7 3/4"
COLOR-MATCH GROUT TO PRE-CAST
CONCRETE WALL BANDING
FIBER CEMENT SHINGLES (FS2) ABOVE
(REF. EXTERIOR ELEVATIONS)
FIBER CEMENT SIDING (FS1)
REF. 12/A5.2
SCRIBE
SIDING/
SHINGLES
AROUND
PROFILE OF
PRE-CAST
BANDING,
CAULK GAP
F
LA
S H
IN
G
3"
CONCRETE FOUNDATION WALL, TYP.
5/8" HARD-COAT STUCCO (COLOR TO MATCH FS1) OVER
STRUCTURAL WIRE LATH OVER
RAINSCREEN DRAINAGE MAT OVER
3" RIGID INSULATION (EXTEND T.O. FND) OVER
CONCRETE FOUNDATION, PER STRUCTURAL
EXTERIOR SIDING OR STONE
REF. EXTERIOR ELEVATIONS
TOP OF FOUNDATION
REF. STRUCTURAL
FLASHING, w/ DRIP-EDGE-RETURN
AIR BARRIER, LAP OVER FLASHING
1"
3"
EXTEND HARD-COAT STUCCO
8" BELOW GRADE, TYP.
GRADE SHOULD POSITIVELY DRAIN
AWAY FROM FOUNDATION
1 1/2" x 1 1/2" FIBER CEMENT
TRIM, TO MATCH SIDING
FIBER CEMENT SIDING / SHINGLES (FS1 / FS2)
REF. A5.2
CAULK GAP, TO MATCH SIDING
1 1/2" x 3 1/2" FIBER CEMENT
TRIM, TO MATCH SIDING
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
06.01.2018
5/
/2
:1 4:
P
M
A5.5
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
EXTERIOR DETAILS
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
JM
BP
: 1 1/2" = 1'-0"A5.5A2.5
1 ROOF DRAIN SCUPPER & DOWNSPOUT NOZZLE DETAIL, TYP.
: 3" = 1'-0"A5.5A5.4
14 PRE-CAST WALL BANDING DETAIL, TYP.
: 3/4" = 1'-0"A5.5A2.1
8 RECESSED WALK OFF GRATE
: 3" = 1'-0"A5.5A4.1
12 METAL WALL BANDING DETAIL, TYP.
: 1 1/2" = 1'-0"A5.5A2.1
6 INSIDE CORNER MATERIAL TRANSITION - FS1 & NS
: 3" = 1'-0"A5.5A4.2
3 PARAPET CAP, TYP.
: 1 1/2" = 1'-0"A5.5A2.2
7 PRECAST WALL BANDING @ CORNER - PLAN LAYOUT
: 3" = 1'-0"A5.5A5.2
13 B.O. EXT. WALL @ FOUNDATION
: 1 1/2" = 1'-0"A5.5A2.1
5 SIDING @ INSIDE & OUTSIDE CORNERS - PLAN
File details come from the government source that posted it. Updated .