B08_Attachment_20C_Revised_Final_Drawings_20250804_Part3_0007.pdf
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- 140L0625R0002
About this file
These documents are architectural and engineering design drawings for the Shoshone Field Office Replacement project for the United States Department of the Interior's Bureau of Land Management, located in Twin Falls District, Idaho. The project is a single-story, approximately 13,760 square foot building constructed with steel framing and Type IIB non-combustible construction.
The design includes multiple functional spaces such as offices, conference rooms, restrooms, a break area, reception, and support spaces like an IT storage room and mail room. The building features a standing seam metal roof with varying pitches (3:12 and 1:12), stucco and CMU veneer exterior walls, and vinyl windows. The design incorporates energy efficiency measures, accessibility standards, and fire safety systems including automatic sprinklers. The project drawings are dated July 11, 2022, with the design team including JRC, RH, and Cushing Terrell, and the project number is NWBLM2021_DO30.
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ROOF JOIST -
SEE PLAN
HSS 5x2 1/2x3/16
C6 WALL STUDS
16" O.C.
ROOF DECK
PERIMETER WELDS
TO HSS
ROOF JOIST -
SEE PLAN
1-24
1-24
STEEL ROOF JOIST -
SEE PLAN
ROOF DECK
6" MTL STUD
10 GA EDGE ANGLE
L3x6 CONTINUOUS, FASTEN ANGLE SUPPORTS
USING #12 SELF TAPING
SCREWS, (2) PER SUPPORT
HSS 5x2 1/2x3/16 CONT.
DISTRUBUTION CHORD AT ALL
EXTERIOR WALLS AND INTERIOR
SHEARWALLS 5/8 ⌀ A307 BOLT (MIN)
W/ 2" WASHER AT TRACK
48" O.C.
1 - 24
1 - 24
3/16
3/16
HSS2x2x1/4
3' O.C. MAX
1/2"
3/16
T O
P O
F W
A L L
V A
R
IE
S
FASTEN DECK TO
ANGLE USING #12
SELF TAPPING
SCREWS AT 16"
NEST ANGLES AT
CORNERS AND
FILLET WELD LAP.
JOIST PER PLAN
2'-6" O.C.
6" METAL STUD
HSS 5x2 1/2x3/16
CONTINUOUS
TOP TRACK
5/8 ⌀ A307 BOTTOM (MIN)
@ 48" O.C.
WALL SHEATHING
NOT SHOWN
SLOPED JOIST
SEAT PROVIDED
BY JOIST MANUFACTURER
JOIST SEAT BY
JOIST MANUFACTURER
2" 3/16
TYP
10 GA EDGE ANGLE
L3x6 CONTINUOUS
NEST ANGLES AT
CORNERS AND
FILLET WELD LAP.
D
HSS5x5x3/8 COLUMN
HSS5x8x5/16
4x2 1/2x3/8 PL
3/16
3/16 3/16
3-SIDES
3/16
3/16
JOIST -
SEE PLAN
6" METAL STUD
HSS 5x2 1/2x3/16
CONTINUOUS
ROOF DECK
3 SIDES
HSS2.5x2.5x1/4 BEAMS
SPACED 2'-0" MAX
ROOF PITCH:
UPPER ROOF
LOWER ROOF
12 J
O
IS
T B
E A
R
IN
G S
E E
P L A
N
BEARING WALL STUDS
600S162-54
INTERIOR NON-BEARING
MAY BE 600S137-43.
MAXIMUM STUD SPACING
16" O.C.
T .O
B
E A
M V
A R
IE
S
3/16
3/16
PL4x2 1/2x3/8
JOIST CONNECTION
BEYOND
10 GA EDGE ANGLE
L3x6 CONTINUOUS
FASTEN ANGLE TO
SUPPORTS USING #12
SELF TAPPING SCREWS,
(2) PER SUPPORT (TYP)
NEST ANGLES AT
CORNERS AND
FILLET WELD LAP.
B
JOIST SEAT BY
JOIST MANUFACTURER
JOIST -
SEE PLAN
ROOF DECK
TOP BEAM
OF FRAME
/2 " 5"
T .O
B
E A
M V
A R
IE
S
PER ARCH. PLAN
EXTENSION
10 GA EDGE ANGLE
L3x6 CONTINUOUS
NEST ANGLES AT
CORNERS AND
FILLET WELD LAP.
PENETRATION ANGLE FRAME
L3x3x1/4
TYP.
SIZE FOR
PENETRATIO
N
SIZE FOR
PENETRATION
TYP.
DECK
ROOF JOIST
REF. A-124 FOR
ARCHITECTURAL DETAILS
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6775Pat Bragassa
Digitally signed by Pat Bragassa Date:
2022.07.11 13:19:23-06'00'
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6775Pat Bragassa
Digitally signed by Pat Bragassa Date:
2022.07.11 13:19:41-06'00'
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6775Pat Bragassa Digitally signed by Pat Bragassa Date: 2022.07.11 13:19:59-06'00'
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6775Pat Bragassa Digitally signed by Pat Bragassa
13:20:18-06'00'
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6775Pat Bragassa Digitally signed by Pat Bragassa
13:20:35-06'00'
REF REF
REF
ENTRY HALL
HALL
M.R.R.
W.R.R.
125 SF = 1150
PRIVATE OFFICE
120 SF = 1150
PRIVATE OFFICE
122 SF = 1150
HUDDLE ROOM
34 SF = 1300
JAN.
STAFF
VESTIBULE
STAFF
VESTIBULE
DRINKING
FOUNTAIN
VESTIBULE
FEC
FEC
DRINKING
FOUNTAIN
JANITOR SINK
FEC
FIRE SUITE
113 SF = 1150
FOCUS ROOM
111 SF = 1150
HUDDLE ROOM
111 SF = 1150
HUDDLE ROOM
96 SF = 1
I.T./PACS ROOM
83 SF = 615
HUDDLE ROOM
116 SF = 815
SMALL
CONFERENCE ROOM
209 SF = 1415
BREAK AREA 165 SF = 1300
MEP
107 SF = 1150
WELLNESS
905 SF = 61
FIRE READY ROOM
FIELD
OFFICE/S.S./DISTRICT
STAFF
C O M M O N
P A T H
O F
T R A V E L
E X
IT
A C C E S S
T R A V E
D
IS
T A N C E
M
AX
IM
UM
D
IA
GO
NA
L
DI
ST
AN
CE
3' 0"
EGRESS DOORS DISTANCE APART
= 29'-2">1/3 OF DIAGONAL DISTANCE
C O M M O N
P A T H
O F
T R A V E L
161 SF = 1115
SMALL
CONFERENCE ROOM
880 SF = 5915
MAIN CONFERENCE
ROOM FIELD
OFFICE
LOBBY/ENTRY
HALL
139 SF = 1300
OFFICE
SUPPLY/PLOTTER
ROOM
93 SF = 1300
MAIL ROOM
114 SF = 1
RECEPTION
R.R.
R.R.
FEC
OPERABLE
PARTITION
FURNITURE SHOWN IS
NOT IN CONTRACT - FOR
REPRESENTATION ONLY
FURNITURE SHOWN IS
NOT IN CONTRACT - FOR
REPRESENTATION ONLY
41 OCCUPANTS BASED
ON FURNITURE LAYOUT
50 OCCUPANTS BASED
ON FURNITURE LAYOUT
MA
XIM
UM
D
IAG
ON
AL
D
IST
AN
CE
7'-
0"
EGRESS DOORS DISTANCE APART
= 24'-3">1/3 OF DIAGONAL DISTANCE
EXIT ACCESS TRAVEL DISTANCE = 66'+93'= 159'-0"
EXIT PATH
FIRE EXTINGUISHER CABINET AND
EXTINGUISHER - SEE SPECIFICATIONSFEC
NOTE: SEE ELECTRICAL FOR ILLUMINATED EXIT SIGNS.
CODE PLAN LEGEND
EGRESS LIGHTING (EXIT SIGNS) - SEE
ELECTRICAL DRAWINGS
GOVERNING CODES:
2018 IBC
2018 IFC
2018 NFPA 101 LIFE SAFETY CODE
2018 IWUIC
2018 IPC
2018 IMC
2017 IDAHO STATE PLUMBING CODE
ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS
*INTERNATIONAL CODE SHALL GOVERN OVER STATE CODES
OCCUPANCY CLASSIFICATION: B (BUSINESS)
FIRE SPRINKLER SYSTEM: PROVIDE.
CONSTRUCTION TYPE: IIB NON COMBUSTIBLE (STEEL CONSTRUCTION)
BASIC ALLOWABLE HEIGHT AND AREA FROM TABLE 504.3, 504.4, 506.2 PER TYPE IIB
ALLOWABLE HEIGHT: 4 STORIES, 75 FEET
ALLOWABLE AREA: 92,000 SF PER FLOOR
AREAS:
FIRST FLOOR BUILDING FOOTPRINT = 12,915 SF
COVERED BACK PATIO = 527 SF
COVERED ENTRY AREA = 318 SF
TOTAL BUILDING AREA INCLUDING EXTERIOR COVERED AREAS = 13,760 SF
PER TABLE 508.4
NO FIRE RATED SEPARATION REQUIRED BETWEEN B AND A OCCUPANCIES.
INCIDENTAL ACCESSORY OCCUPANCIES FROM TABLE 509
FURNACE ROOM WHERE ANY PIECE OF EQUIPMENT IS OVER 400,000 BTU PER HOUR
INPUT = 1 HOUR
ROOMS WITH BOILERS WHERE THE LARGEST PIECE OF EQUIPMENT IS OVER 15 PSI AND 10
HP = 1 HOUR
FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS FROM TABLE 601
FOR TYPE IIB, ALL ELEMENT = 0 HOURS
FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR NONBEARING WALLS AND PARTITIONS
WALLS BASED ON FIRE SEPARATION DISTANCE FROM TABLE 602
IF FIRE SEPARATION DISTANCE ≥ 30 FEET, FOR ALL CONSTRUCTION TYPES = 0 HOURS
MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND
DEGREE OF OPENING
PROTECTION FROM TABLE 705.8
IF FIRE SEPARATION DISTANCE IS 30 FEET OR GREATER FOR UNPROTECTED,
NONSPRINKLERED
(UP, NS) OPENINGS = NO LIMIT
INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY FROM TABLE 803.13
FOR GROUP B, NONSPRINKLERED:
EXIT ENCLOSURES AND EXIT PASSAGEWAYS = A
CORRIDORS = B
ROOMS AND ENCLOSED SPACES = C
TOTAL OCCUPANT LOAD BASED ON THE FLOOR AREA OF EACH FUNCTION CALCULATED
INDEPENDENTLY = 265 PERSONS.
MINIMUM REQUIRED EGRESS WIDTH FROM SECTION 1005.3.2
OTHER EGRESS COMPONENTS = 265 x 0.2 = 53 INCHES REQUIRED, 252 INCHES
PROVIDED
COMMON PATH OF EGRESS TRAVEL PER TABLE 1006.2.1 =
FOR B AND S OCCUPANCY ROOMS - SHALL NOT EXCEED 100 FEET FOR AN OCCUPANT.
FOR A OCCUPANCY ROOMS - SHALL NOT EXCEED 75 FEET.
SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY FROM TABLE 1006.2.1
FOR B OCCUPANCY ROOM, MAXIMUM OCCUPANT LOAD = 49
FOR A OCCUPANCY ROOM, MAXIMUM OCCUPANT LOAD = 49
FOR S OCCUPANCY ROOM, MAXIMUM OCCUPANT LOAD = 29
PER 1007.1.1 WHERE TWO EXITS ARE REQUIRED FROM A ROOM THEY SHALL BE PLACED A
DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM
OVERAL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A
STRAIGHT LINE BETWEEN THEM.
WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH ANAUTOMATIC SPRINKLER SYSTEM IN
ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THE SEPARATION DISTANCE SHALL BE
NOT LESS THAN ONE THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL
DIMENSION OF THE AREA SERVED.
EXIT ACCESS TRAVEL DISTANCE FROM TABLE 1017.2
FOR B OCCUPANCY, WITH SPRINKLER SYSTEM = 300 FEET
CORRIDOR FIRE-RESISTANCE RATING FROM TABLE 1020.1
FOR B OCCUPANCY, WITH SPRINKLER SYSTEM, IF OCCUPIED LOAD SERVED BY CORRIDOR
IS GREAT THAN 30
= NO RATING IS REQUIRED
MINIMUM CORRIDOR WIDTH PER TABLE 1020.2 = 44 INCHES.
DEAD END CORRIDORS FROM SECTION 1020.4 = NO MORE THAN 50 FEET PER EXCEPTION
NUMBER 2.
OCCUPANT LOAD FACTOR FROM TABLE 1004.5
• BUSINESS AREAS - OCCUPANT LOAD FACTOR - 150 GROSS (NFPA 101 SAME)
• ASSEMBLY AREAS | UNCONCENTRATED TABLES AND CHAIRS - OCCUPANT LOAD FACTOR -
15 NET (NFPA 101 SAME)
• STORAGE AREAS - OCCUPANT LOAD FACTOR - 300 GROSS (NFPA 101 SAME)
• COLLABORATION ROOMS SMALLER THAN 450 SQ FT. - OCCUPANT LOAD FACTOR - 30
GROSS PER NFPA 101
CODE REVIEW INFORMATION
RESTROOM FIXTURE COUNT CALCULATION PER IBC 2018:
TOTAL OCCUPANT LOAD BASED ON THE FLOOR AREA OF EACH FUNCTION
CALCULATED INDEPENDENTLY = 265 PERSONS - (133 MALES AND 133
FEMALES) - FIXTURE COUNTS BELOW COMPLY
IBC REQUIREMENTS PER TABLE 2902.1
WATER CLOSETS –
1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER
EXCEEDING 50 FOR BOTH MALE AND FEMALES
4 WATER CLOSETS REQUIRED FOR MEN
4 WATER CLOSETS REQUIRED FOR WOMEN
4 WATER CLOSETS AND 2 URINALS PROVIDED FOR MEN
5 WATER CLOSETS PROVIDED FOR WOMEN
LAVATORIES –
1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER
EXCEEDING 80 FOR BOTH MALE AND FEMALES
3 LAVATORIES REQUIRED FOR MEN
3 LAVATORIES REQUIRED FOR WOMEN
3 LAVATORIES PROVIDED FOR MEN
3 LAVATORIES PROVIDED FOR WOMEN
DRINKING FOUNTAINS –
1 PER 100
2 REQUIRED
2 SEPARATE SETS OF DRINKING FOUNTAINS PROVIDED (4 TOTAL)
1 SERVICE SINK REQUIRED
1 PROVIDED IN JANITORS ROOM
NFPA 101 2018 CODE ANALYSIS
OCCUPANCY: NEW BUSINESS STORIES: 1 CONSTRUCTION TYPE:
II-000 SPRINKLERED
PER CHAPTER 38
OCCUPANCY: NEW BUSINESS OCCUPANCIES
STORIES: 1
CONSTRUCTION TYPE: II-000 SPRINKLERED
PER NFPA 220 TABLE 4.1.1 -
TYPE II-000 - BUILDING ELEMENTS REQUIRE NO RATING.
PER 38.1.5 AND 6.2 - CLASSIFICATION OF HAZARD CONTENTS - ORDINARY
PER 38.2.5 - ARRANGEMENTS OF MEANS OF EGRESS IS AS FOLLOWS:
38.2.5.2.1 - DEAD-END CORRIDOR = 50' MAXIMUM
38.2.5.3.1 - COMMON PATH OF TRAVEL = 100' MAXIMUM
PER 38.2.6.3 - MAXIMUM TRAVEL DISTANCE TO EXITS = 300'
PER 38.3.6.1 - CORRIDORS EXCEPTION 3 - CORRIDOR RATINGS NOT NEEDED
WHERE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER
SYSTEM.
7.5.1.2 CORRIDORS SHALL PROVIDE EXIT ACCESS WITHOUT PASSING
THROUGH ANY INTERVENING ROOMS OTHER THAN CORRIDORS, LOBBIES,
AND OTHER SPACES PERMITTED TO BE OPEN TO THE CORRIDOR.
7.5.1.2.2 CORRIDORS THAT ARE NOT REQUIRED TO BE FRE RESISTANCE
RATED SHALL BE PERMITTED TO DISCHARGE INTO OPEN FOOR PLAN
AREAS.
PER NFPA 220 TABLE 4.1.1 - TYPE II-000
BUILDING ELEMENT HOURS
EXTERIOR BEARING WALLS 0
INTERIOR BEARING WALLS 0
COLUMNS 0
BEAMS, GIRDERS, TRUSSES 0
FLOOR-CEILING ASSEMBLIES 0
ROOF-CEILING ASSEMBLIES 0
INTERIOR NONBEARING WALLS 0
EXTERIOR NONBEARING WALLS 0
IECC 2018 ASSEMBLY INFORMATION (A001 FOR ASSEMBLY
TYPES)
• SHOSHONE, IDAHO | LINCOLN COUNTY - ZONE 5B
• PER TABLE C402.4 (BUILDING ENVELOPE FENESTRATION
MAXIMUM U-FACTOR AND SHGC REQUIREMENTS)
1. U-FACTORS
A. FIXED FENESTRATION - 0.38 U-FACTOR
B. OPERABLE FENESTRATION - 0.45 U-FACTOR
C. ENTRANCE DOORS - 0.77 U-FACTOR
2. SHGC
A. SOUTH, EAST, WEST WINDOWS -
a. PROJECTION FACTOR (PF) < 0.2 = 0.38
b. 0.2 ≤ PF < 0.5 = 0.46
c. PF ≥ 0.5 = 0.61
3. NORTH WINDOWS -
a. PROJECTION FACTOR (PF) < 0.2 = 0.51
b. 0.2 ≤ PF < 0.5 = 0.56
c. PF ≥ 0.5 = 0.61
• MAXIMUM AIR LEAKAGE RATE FOR FENESTRATION
ASSEMBLIES
1. WINDOWS - 0.20 CFM/FT^2
2. SWINGING DOORS - 0.20 CFM/FT^2
3. STOREFRONT GLAZING - 0.60 CFM/FT^2
• SEE ELECTRICAL DRAWINGS FOR DAYLIGHT ZONE
LIGHTING CONTROLS
• PER TABLE C402.1.3 THE BUILDING ENEVELOPE WILL
MEET, OR EXCEED, THE BELOW:
1. INSULATION ENTIRELY ABOVE DECK - R-30c.i.
2. METAL FRAMED WALLS - R-13 BATT INSULATION +
R-7.5c.i.
3. WALLS BELOW GRADE - R-7.5c.i. (CONTINUOUS
INSULATION)
4. SLAB ON GRADE FLOOR - R-10 FOR 24" BELOW
GRADE (WILL BE UTILIZED WHERE WALLS BELOW
GRADE AREN'T UTILIZED).
FINISH FLOOR
4'
TO
H
AN
DL
E
4'
M
AX
SEMI-RECESSED FIRE
EXTINGUISHER CABINET
PORTABLE FIRE
EXTINGUISHER
P
LO
T
D A T E
P
LO
T T E D
B Y
C H K 'D
B Y
D E S
IG
N
O F F
IC
E
D E S
IG
N E D
B Y
P R O J E C T
N O
D R A W N
B Y
A P P R O V E D
B Y
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
D A T E
D E S C R
IP
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A P P R O V E D
D A T E
SHEET OF
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C U s e rs a lf o n s o ra m ir e z D o c u m e n ts R e vi tL o c a lT e m p N W B L M D O a rc h a lf o n s o ra m ir e z .r vt
C O D E
P L A N
G102
N W B L M D O
S H O S H O N E
F
IE
L D
O F F
IC
E
R E P L A C E M E N T
M A F F E I
C O L B U R
NC
U S H
IN
G
T E R R E L L
C O L B U R N
.1 .2
T W
IN
F A L L S
D
IS
T R
IC
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ID
A H O
57 124
NORTH REF
SCALE IN FEET
G102
1 CODE PLAN
G102
2 EXTINGUISHER MOUNTING HEIGHTS
NON-LOAD BEARING METAL FRAMING 16"
O.C. - SEE SPECIFICATION 092216
A
5/8" TYPE 'X' GYPSUM
WALLBOARD - SEE
SPECIFICATION 092900
SOUND ATTENUATION BLANKET
INSULATION - SEE SPECIFICATION 092900
1" = 1'-0"
PARTITION WALL
NON-LOAD BEARING METAL FRAMING 16"
O.C. - SEE SPECIFICATION 092216
B
5/8" TYPE 'X' GYPSUM
WALLBOARD - SEE
SPECIFICATION 092900
SOUND ATTENUATION BLANKET
INSULATION - SEE SPECIFICATION 092900
1" = 1'-0"
PARTITION WALL
3 5/8" 6"
ASSEMBLY MODIFIER NOTE:
1. WALL FRAMING AND FINISHES TO BE FRAMED
TO DECK ABOVE. PROVIDE ACOUSTIC
SEALANT AT ALL PENETRATIONS. SEAL
BETWEEN TRACK AND SLAB, AND BETWEEN
GYPSUM BOARD AND SLAB.
ASSEMBLY MODIFIER NOTE:
1. WALL FRAMING AND FINISHES TO BE FRAMED
TO DECK ABOVE. PROVIDE ACOUSTIC SEALANT
AT ALL PENETRATIONS.
2. WALL TO HAVE GYPSUM ON ONLY ONE SIDE.
CHASE SIDE TO NOT HAVE GYPSUM.
3. STRUCTURAL SHEAR WALL, SEE STRUCTURAL
DRAWINGS.
6" METAL STUD, SEE
STRUCTURAL DRAWINGS FOR
SPACING AND GAUGE - SEE
SPECIFICATION 092216
C 1" = 1'-0"
EXTERIOR WALL - STUCCO OVER METAL STUD
D 1" = 1'-0"
EXTERIOR WALL - CMU VENEER ON METAL STUD
5/8" TYPE
GYPSUM
WALLBOARD -
SEE SPECIFICATION
092900
VAPOR
RETARDER - SEE
SPECIFICATION
072600
INTERIOR EXTERIOR
R-7.5 'XPS' INSULATION -
SEE SPECIFICATION 072100
5/8" FIBERGLASS-MAT GYPSUM
SHEATHING WITH INTEGRAL
WEATHER BARRIER - SEE
SPECIFICATION 072500
EXPANDED METAL LATHE -
SEE SPECIFICATION 092400
1" 3-PART STUCCO SYSTEM
(SEE ELEVATIONS FOR LOCATION
OF CONTROL JOINTS) - SEE
SPECIFICATION 092400
R-19 FIBERGLASS
BATT INSULATION -
SEE SPECIFICATION
072100
6" METAL STUD, SEE
STRUCTURAL DRAWINGS FOR
SPACING AND GAUGE
5/8" TYPE
GYPSUM
WALLBOARD - SEE
SPECIFICATION
092900
VAPOR
RETARDER - SEE
SPECIFICATION
072600
INTERIOR EXTERIOR
R-7.5 'XPS' INSULATION -
SEE SPECIFICATION 072100
5/8" FIBERGLASS-MAT GYPSUM
SHEATHING WITH INTEGRAL
WEATHER BARRIER - SEE
SPECIFICATION 072500
R-19 FIBERGLASS
BATT INSULATION -
SEE SPECIFICATION
072100
2" AIR GAP
2"
4X4X16 GROUND FACE CMU
VENEER - SEE SPECIFICATION
042000
CMU VENEER TIES - SEE
SPECIFICATION 042000
NON-LOAD BEARING METAL FRAMING 16"
O.C. - SEE SPECIFICATION 092216
A.1
5/8" TYPE 'X' GYPSUM
WALLBOARD - SEE
SPECIFICATION 092900
1" = 1'-0"
PARTITION WALL
3 5/8"
WALL TYPE TO HAVE MINIMUM STC RATING OF 44.
NON-LOAD BEARING METAL FRAMING 16"
O.C. - SEE SPECIFICATION 092216
B.1
5/8" TYPE 'X' GYPSUM
WALLBOARD - SEE
SPECIFICATION 092900
1" = 1'-0"
PARTITION WALL
6"
STUCCO BUILDING WRAP -
SEE SPECIFICATION 092400
SEE SPECIFICATIONS FOR ALL MATERIALS WITHIN ASSEMBLIES
E 1" = 1'-0"
STAGGERED STUD PARTITION WALL
WALL TYPE TO HAVE MINIMUM STC RATING OF 56.
SEAL BETWEEN TRACK AND SLAB, AND BETWEEN
BOTTOM SIDE OF GYP BD TO THE SLAB.
NON-LOAD BEARING METAL FRAMING 16"
O.C. - SEE SPECIFICATION 092216
5/8" TYPE 'X' GYPSUM
WALLBOARD - SEE
SPECIFICATION 092900
SOUND ATTENUATION BLANKET
INSULATION - SEE SPECIFICATION 092900
NON-LOAD BEARING METAL FRAMING 16"
O.C. - SEE SPECIFICATION 092216
STAGGER METAL STUD FRAMING
3 5/8" 3 5/8"
NOTE:
1. WALL FRAMING AND FINISHES TO BE FRAMED TO
DECK ABOVE. PROVIDE ACOUSTIC SEALANT AT ALL
PENETRATIONS. SEAL BETWEEN TRACK AND SLAB,
AND BETWEEN GYPSUM BOARD AND SLAB.
STANDING SEAM METAL
PANEL ROOFING - SEE
SPECIFICATION 074113.16
(2) LAYERS OF R-15
'POLYISO' INSULATION
(R-30 TOTAL
MINIMUM) - SEE
SPECIFICATION 072100
ACOUSTIC METAL DECK
AND STEEL FRAMING,
SEE STRUCTURAL. PAINT
WHERE EXPOSED TO VIEW
H1 1" = 1'-0"
ROOF ASSEMBLY
TEMPORARY ROOF / VAPOR
RETARDER - SEE
SPECIFICATION 074113.16
MECHANICALLY
ATTACH BOTTOM
LAYER OF INSULATION
1/4" GLASS MAT
PRIMED SUBSTRATE
BOARD
FULLY ADHERE TOP
LAYER OF INSULATION
TO BOTTOM LAYER
BEARING PLATE AND
ASSOCIATED CLIP PER
STANDING SEAM METAL PANEL
ROOFING MANUFACTURER
RECOMMENDATIONS
DECK SCREW PER STANDING
SEAM METAL PANEL ROOFING
MANUFACTURER
RECOMMENDATIONS
NOTE: SEE ROOF PLAN ON A121 FOR ROOF SLOPES
BUILDING WRAP
UNDERNEATH STANDING
SEAM METAL PANEL
ROOFING - SEE
SPECIFICATION 072500
IMPORTANT W ALL NOTE
AIR INFILTRATION BARRIER, VAPOR RETARDER AND THERMAL INSULATION
PROTECTION AND CONTINUITY IS IMPERATIVE. PROPER INSTALLATION WILL
ENSURE THE DESIRED ENERGY PERFORMANCE OF THE FACILITY AND
MINIMIZE THE RISK OF A NUMBER OF ADVERSE EFFECTS THAT OCCURS
WHEN THE CONTINUITY ISN'T ACHIEVED. IN ORDER FOR THE AIR
INFILTRATION BARRIERS AND VAPOR RETARDERS TO BE EFFECTIVE THEY
MUST BE COMPLETELY SEALED AND COMPLETELY ENCLOSE THE ENTIRE
SHELL. BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION
INSTRUCTIONS PRIOR TO STAGING THE WORK. LACK OF UNDERSTANDING
OF INSTALLATION PRACTICES WILL BE NO GROUND TO ACCEPT
SUBSTANDARD WORK. IN ORDER TO ACHIEVE PROPER THERMAL
PERFORMANCE THE FULL THICKNESS OF INDICATED INSULATION MUST BE
REALIZED THROUGHOUT THE ENTIRE SHELL WITH ALL VOIDS FILLED.
THESE SYSTEMS ARE ONLY AS GOOD AS THEIR WEAKEST POINTS. THE
CONTRACTOR SHALL CALL THE GOVERNMENT FOR SPECIAL INSPECTION OF
THESE SYSTEM INSTALLATIONS PRIOR TO COVERING UP THE WORK.
STUCCO CONTROL JOINT
ACCESSORY - SEE
SPECIFICATION 092400
SEE WALL TYPE 'C' ABOVE -
SEE EXTERIOR ELEVATIONS
FOR LOCATIONS OF JOINTS
ASSEMBLY TYPE (SEE ASSEMBLIES SHEET)
ASSEMBLY MODIFIER, PER TYPE
X
XX
WALL NOTE LEGEND
SEE FLOOR PLAN WHERE TAGS OCCUR
P
LO
T
D A T E
P
LO
T T E D
B Y
C H K 'D
B Y
D E S
IG
N
O F F
IC
E
D E S
IG
N E D
B Y
P R O J E C T
N O
D R A W N
B Y
A P P R O V E D
B Y
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
D A T E
D E S C R
IP
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M A R K
A P P R O V E D
D A T E
SHEET OF
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A S S E M B L
IE
S
A001
N W B L M D O
S H O S H O N E
F
IE
L D
O F F
IC
E
R E P L A C E M E N T
J R C
R H
C U S H
IN
G
T E R R E L L
J R C
B L M
.1 .2
T W
IN
F A L L S
D
IS
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NOTE:
*USE MOISTURE RESISTANT GYPSUM WALL BOARD ON ALL WET WALLS, SEE SPECIFICATION 092900.
*RUN ALL WALLS 6" ABOVE ADJACENT CEILING UNLESS OTHERWISE NOTED.
*USE THE TILE BACKING PANELS AT ALL WALL TILE LOCATIONS PER SPECIFICATION 092900.
*OMIT GYPSUM BOARD ON CHASE SIDE OF WALL WHERE CHASES OCCUR, TYPICAL AT ALL CONDITIONS.
*SEE STRUCTURAL DRAWINGS FOR LOAD BEARING LOCATIONS AND STRUCTURAL GAUGE
1" = 1'-0"A001
1 W ALL ASSEMBLY TYPES
1" = 1'-0"A001
2 ROOF ASSEMBLY TYPES
NOTE: SEE A101, AND A700'S FOR WALL TYPE LOCATIONS
1 1/2" = 1'-0"A001
3 TYPICAL STUCCO CONTROL JOINT
WALL TYPE TO HAVE MINIMUM STC RATING OF 44.
SEAL BETWEEN TRACK AND SLAB, AND BETWEEN
BOTTOM SIDE OF GYP BD TO THE SLAB.
ASSEMBLY TYPE (SEE ASSEMBLIES SHEET)
ASSEMBLY MODIFIER, PER TYPE
ROOM NAME AND NUMBER
WINDOW TYPE (SEE A600s)
KEYNOTE
DRAWING NUMBER
SHEET WHERE DRAWN
DOOR NUMBER (SEE SHEET A601)
DIMENSION TO FACE OF FRAMING
DIMENSION TO GRID LINE
A101
SIM
X
XX
NAME
X
X
PLAN LEGEND
DIRECTION OF VIEW, IF APPLICABLE
DIMENSION TO CENTER LINE
CL
FIRE EXTINGUISHER CABINET AND
EXTINGUISHER - SEE SPECIFICATIONSFEC
A201
A2012
A201
A201
A301
A301
A301
______________2
A301
I.T./PACS
ROOM
HUDDLE
ROOM
WELLNESS
HALL
PRIVATE
OFFICE
HUDDLE
ROOM
PRIVATE
OFFICE
HUDDLE
ROOM
FIRE READY
ROOM
HUDDLE
ROOM
FOCUS
ROOM
FIRE SUITE
MEP
BREAK
AREA
SMALL
CONFERENCE
ROOM
FIELD
OFFICE/S.S./DISTRICT
STAFF
JAN.
STAFF
VESTIBULE
STAFF
VESTIBULE
MAIL ROOM
A702
A701
A702
A C
110-1111-1
125-1
A C
122-1
106-1
107-1121-1
123-1
124-1
A C
A C
VE
VE
VE
VE
VA
VD VE VE VE VE
VE
VE
VE
VE
VE
VE
VE
VE
VE VE VE
VA VA
VE
ENTRY HALL
MAIN
CONFERENCE
ROOM FIELD
OFFICE
LOBBY/ENTRY
RECEPTION
OFFICE
SUPPLY/PLOTTER
ROOM
A C
A C
A C
A C
126-2AC126-1AC
VAVAVB
H128-2AC
VE VE VE VE
VE
VE
VE
SMALL
CONFERENCE
ROOM
W.R.R.
VE
VA
VESTIBULE
A C
105-1
VE VE VE
A701
A701
A301
ALB
C
D D
C
C
C
D
D
D
C
C
D
B
B
B
A
A
B B
A
A
B
E
A
A
A
B
A
B
A
A
A 1 B
A
D
A
D
D
A.1
B
A
E
B
A
A
E
A A
A
B 1,3
B
A
A
B 1,3
A
B
B B.1
AA
A
B.1
B
E
R.R.
R.R.
B
A.1
42' - 6"
42' - 8"
40' - 8" 42' - 4" 43' - 0" 47' - 8"
90' - 4" 40' - 8"
6'
5'
7'
C L C L
C L C L
C L 5'
4"
8'
7'
8'
CLCLCLCL
7' - 3" 8' - 0" 12' - 0" 8' - 0"
CLCLCLCLCL
8' - 0" 8' - 0" 8' - 0" 8' - 0" 4' - 5"
CLCLCLCL5' - 6" 8' - 0" 8' - 0" 8' - 0"
CLCLCLCLCLCL 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 3' - 3"
C L C L
C L C L
C L C L
C L C L
7'
8'
8'
8'
8'
8'
8'
2"
9' - 10"
CL
EA
R
6'
5' - 6" 11' - 7" 5' - 8" 5' - 11 1/2" 12' - 0"
2'
0"
9'
1"
12' - 5 27/32"
6' - 0"
6' - 0"
11' - 10" 21' - 0"
103-1
3' - 0"
B
M.R.R.
B
B
127-1AC
1 5 6 8 9 11 13 14 15 16 17 18 19
A
B
C
2 3 4 7 10
D D
IT STRG.
117A
A C
A.1
A.1A.1
A
A
AFEC
FEC
FEC
A111
9' - 4" 3' - 4" 5' - 4" 4' - 0" 5' - 4" 3' - 4"3' - 4"4' - 0"3' - 4"4' - 0" 11' - 4" 4' - 8" 6' - 8" 3' - 4" 12' - 0" 4' - 0"
A111
A111
BELOW AT
COLUMN BASE
AT COLUMN
CAP
42' - 8" 2' - 4" 11' - 9" 3' - 8" 17' - 9" 9' - 10 1/2" 7' - 8" 13' - 5" 4' - 4" 10' - 9" 7' - 0" 22' - 6" 18' - 2"
0"
13' - 6" 13' - 6" 13' - 8" 13' - 9" 14' - 2" 14' - 5" 88' - 10 1/2"
B.1
B 1,3
B
B
B
B
E
E
A
4' - 0" 8' - 0" 4' - 0"
2' - 8"
2' - 8"4' - 0" 8' - 0" 4' - 0" D
2'
4'
VFVFVFVF
VF
A
FEC
104-1AC
A
B
A
A
A.1
FIELD
OFFICE/S.S./DISTRICT
STAFF
A
A
8' - 1"
3'
A. SEE CIVIL, STRUCTURAL, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS AND
COORDINATION.
B. SEE FIRE DRAWINGS FOR ADDITIONAL WORK TO OCCUR AND
ADDITIONAL REQUIREMENTS.
C. SEE A001 AND A101 FOR WALL TYPE INFORMATION AND
LOCATIONS.
D. SEE CODE PLAN FOR INFORMATION ON SQUARE FOOTAGE OF
BUILDING AND OTHER RELATED ITEMS.
E. SEE CODE PLAN FOR ENVELOPE ENERGY REQUIREMENTS.
F. SEE SPECIFICATIONS FOR ALL BUILDING COMPONENTS.
G. SEE EXTERIOR ELEVATIONS ON A201 FOR LOCATIONS OF CMU
VENEER AT BASE OF EXTERIOR WALLS.
H. COORDINATE EXTERIOR WALL DIMENSIONS AND FACE OF STEM
WALL LOCATIONS WITH STRUCTURAL DRAWINGS.
I. DIMENSIONS OF WINDOWS LOCATED WITHIN STUCCO ARE TO
CENTERLINE OF WINDOW. DIMENSIONS TO WINDOWS AND
FRAMES LOCATED WITHIN CMU VEENER ARE TO OUTSIDE OF
ROUGH OPENING.
J. SEE FINISH PLAN ON A501 FOR COORDINATION OF FINISHES
AND OTHER ITEMS MOUNTED ON INTERIOR WALLS.
K. SEE A501 FOR ROLLER SHADE LOCATIONS.
L. PROVIDE METAL STUD BLOCKING IN WALL AS NEEDED FOR
ALL MOUNTED EQUIPMENT, MILLWORK, AND HARDWARE,
COORDINATE WITH WALL TYPES.
GENERAL NOTES
P
LO
T
D A T E
P
LO
T T E D
B Y
C H K 'D
B Y
D E S
IG
N
O F F
IC
E
D E S
IG
N E D
B Y
P R O J E C T
N O
D R A W N
B Y
A P P R O V E D
B Y
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
D A T E
D E S C R
IP
T
IO
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M A R K
A P P R O V E D
D A T E
SHEET OF
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F L O O R
P L A N
A101
N W B L M D O
S H O S H O N E
F
IE
L D
O F F
IC
E
R E P L A C E M E N T
J R C
R H
C U S H
IN
G
T E R R E L L
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59 124
# SHEET NOTES
1 OPERABLE PARTITION DOOR. SEE SPECIFICATIONS.
STRUCTURAL SUPPORTS NECESSARY, SEE STRUCTURAL
DRAWINGS FOR STRUCTURAL STEEL ASSOCIATED WITH DOOR.
2 MECHANICAL EQUIPMENT, SEE MECHANICAL DRAWINGS.
3 FIRE SPRINKLER RISER, SEE FIRE DRAWINGS.
4 PLUMBING ACCESS AREA. SEE PLUMBING DRAWINGS FOR
PIPING LOCATIONS.
5 PRINTER BY GOVERNMENT, NOT IN CONTRACT.
A101
1 FLOOR PLAN
NORTH REF
SCALE IN FEET
A.1
A
A.1
PARTITION MANUFACTURER SELECTED
COORDINATE SIZE WITH OPERABLE
PA
RT
IT
IO
N M
AN
U
FA
CT
UR
ER
S
EL
EC
TE
D
CO
O
RD
IN
AT
E
SI
ZE
W
IT
H O
PE
RA
BL
E
STRUCTURAL STEEL COLUMN ASSOCIATED
WITH OPERABLE PARTITION, SEE
STRUCTURAL DRAWINGS.
OPERABLE PARTITION - SEE
SPECIFICATION 102239 FOR FURTHER
INFORMATION
5"
5"
2' - 9"
2'
SEALANT
TYP.
1/2"1
A311
S L O P E
SLOPE SLOPE
S L O P E
CL
CL
4"X8"X16" CMU BLOCK
FULLY GROUTED, RUNNING
BOND, BLOCK COLOR TO
MATCH BUILDING BLOCK
COLOR, SEE STRUCTURAL
DRAWING FOR FURTHER
DETAILS
STRUCTURAL STEEL
COLUMN
CL
CL
P
LO
T
D A T E
P
LO
T T E D
B Y
C H K 'D
B Y
D E S
IG
N
O F F
IC
E
D E S
IG
N E D
B Y
P R O J E C T
N O
D R A W N
B Y
A P P R O V E D
B Y
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
D A T E
D E S C R
IP
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A P P R O V E D
D A T E
SHEET OF
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P L A N
D E T A
IL
S
A111
N W B L M D O
S H O S H O N E
F
IE
L D
O F F
IC
E
R E P L A C E M E N T
J R C
R H
C U S H
IN
G
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J R C
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D
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60 124
A111
3 FOLDING PARTITION POCKET
SCALE IN FEET
A111
2 TYPICAL COLUMN W RAP AT CONCRETE CAP
SCALE IN FEET
A111
1 TYPICAL COLUMN W RAP AT BASE
A201
A2012
A201
A201
A301
A301
A301
______________2
A301
B E L O W
A B O V E
VCVCVCVCVCVCVCVCVCVCVCVC
A301
8'
2' - 0"
2'
2' - 0"
2' - 0"
2'
2' - 0"
2'
2' - 0"
2'
2' - 0"
2'
3 3 3 3 3 3 333333
2' - 0"
2' - 0"
1 5 6 8 9 11 13 14 15 16 17 18 19
AA
BB
C
2 3 4 7 10
D D
5 5
1'
3'
4"
1'
CLCLCLCLCLCLCLCLCLCLCLCL
8' - 0" 8' - 0" 11' - 0" 8' - 0" 25' - 6" 8' - 0" 8' - 0" 8' - 0" 51' - 0" 8' - 0" 8' - 0" 8' - 0"
A122
A122
A122
A122
A122
______________5
A122
A122
A122
A122
A122
A122
A122
A122
A122
45' - 6"
3'
CL
E.Q. E.Q.
6' - 0"
TYP. OF 4
6 6
A122
A122
1. THE FOLLOWING REFERENCES HAVE BEEN USED AS A BASIS
FOR DESIGN OF THE ROOFING RELATED WORK OF THE PROJECT
AND SHALL BE USED BY THE CONTRACTOR TO DETERMINE
REQUIREMENTS FOR FABRICATION AND/OR INSTALLATION WHEN
NOT SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS.
A.NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)
"ROOFING AND WATER PROOFING MANUAL, FIFTH EDITION".
B. SHEET METAL AND AIR CONDITIONING NATIONAL
CONTRACTORS ASSOCIATION (SMACNA) - "ARCHITECTURAL
SHEET METAL MANUAL, FIFTH EDITION".
C. INTERNATIONAL BUILDING CODE: MOST CURRENT
ADOPTED VERSION
D. INTERNATIONAL PLUMBING CODE: MOST CURRENT
ADOPTED VERSION
E. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) -
ASCE/SEI 7-10: "MINIMUM DESIGN LOADS FOR BUILDINGS
AND OTHER STRUCTURES" (REVISION OF ASCE/SEI 7-05).
F. MATERIAL MANUFACTURERS MOST RECENT PRINTED
SPECIFICATIONS AND INSTALLATION DETAILS.
2. PRIOR TO THE START OF WORK THE CONTRACTOR SHALL
PROVIDE AND INSTALL PROTECTION OVER, UNDER AND/OR
AROUND ALL SERVICE LINES, BUILDING COMPONENTS,
SIDEWALKS, PAVEMENT AND LANDSCAPING WHICH COULD BE
DAMAGED OR SOILED WHILE PERFORMING WORK OF THE
CONTRACT.
3. DETAILS IN THE PROJECT DRAWINGS ARE SHOWN AT
SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL
REQUIREMENTS THROUGHOUT:
A. DETAILS NOTED ARE "TYPICAL" AND IMPLY ALL SIMILAR
CONDITIONS TREATED SIMILARLY. MODIFICATIONS TO BE
MADE BY THE CONTRACTOR TO ACCOMMODATE MINOR
VARIATIONS WITHOUT ADDITIONAL COST TO THE GOVERNMENT.
GENERAL ROOFING NOTES
MATERIALS LEGEND
STANDING SEAM METAL ROOF PANEL PER
SPECIFICATION 074113.16- ROOF ASSEMBLY
'H1' - SEE ASSEMBLY DETAILS SHEET
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R O O F
P L A N
A121
N W B L M D O
S H O S H O N E
F
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J R C
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61 124
NORTH REF
SCALE IN FEET
A121
1 ROOF PLAN
# SHEET NOTES
1 GUTTER AND DOWNSPOUTS, SEE EXTERIOR ELEVATIONS FOR
DOWNSPOUT LOCATIONS.
2 LINE OF FACE OF EXTERIOR STUD BELOW.
3 WINDOW AT FACADE BELOW. SEE A201 AND A601 FOR
FURTHER INFORMATION.
4 MECHANICAL VENT PENETRATIONS, SEE MECHANICAL
DRAWINGS. REFER TO 1/A124 AND 2/A124 FOR
ADDITIONAL INFORMATION.
5 TUBULAR DAYLIGHTING DEVICE UNIT SKYLIGHT, SEE
SPECIFICATIONS AND ROOF DETAILS SHEET FOR FURTHER
INFORMATION. SEE CEILING PLAN FOR DAYLIGHT TUBE
DIFFUSER LOCATIONS. REFER TO 4/A124 AND 5/A124 FOR
ADDITIONAL INFORMATION.
6 ONE ROW OF SNOW FENCE REQUIRED WITH ASSOCIATED
SEAM CLAMPS. START CLAMPS 1'-0" FROM THE EAVE.
SPACE CLAMPS 16" O.C. (AT SEAMS). INSTALL SNOW CLIP
ONTO ASSOCIATED BAR BETWEEN EVERY PAIR OF SEAMS.
SEE SPECIFICATIONS FOR FURTHER INFORMATION.
7 PLUMBING VENT
TOP OF W ALL
113'-0"
C
SEALANT
FIRE TREATED WOOD NAILERS
PREFINISHED BREAK METAL FASCIA FLASHING,
BREAK INTO TWO SEPARATE PIECES
2x12 TREATED WOOD BLOCKING
SEALANT
CONTINUOUS CLEAT
PREFINISHED METAL COPING
STRUCTURAL FRAMING, SEE
STRUCTURAL DRAWINGS
SECURE @ 12" O.C. USING HEX HEAD,
GASKETED #12 GALVANIZED STEEL
THREADED FASTENERS
LAP TEMPORARY ROOF AND VAPOR
RETARDER DOWN OVER BLOCKING
2x8 TREATED WOOD BLOCKING
METAL SOFFIT PANEL
FOAM IN PLACE INSULATION -
COVER FIRST DECK FLUTE
FOR DIMENSIONS
SEE ROOF PLAN
STRUCTURAL FRAMING, SEE
STRUCTURAL DRAWINGS
DRIP EDGE
EDGE ANGLE, SEE STRUCTURAL DRAWINGS
WEATHER BARRIER, SEAL TO DECK
VAPOR RETARDER, SEAL TO DECK
SEALANT
FIRE TREATED WOOD NAILERS
PREFINISHED BREAK METAL
FASCIA FLASHING, BREAK INTO
TWO SEPARATE PIECES
2x12 TREATED WOOD BLOCKING
SEALANT
CONTINUOUS CLEAT
PREFINISHED METAL COPING
STRUCTURAL STEEL HSS -
SEE STRUCTURAL DRAWINGS
SECURE @ 12" O.C. USING HEX
HEAD,
GASKETED #12 GALVANIZED STEEL
THREADED FASTENERS
LAP TEMPORARY ROOF AND VAPOR
RETARDER DOWN OVER BLOCKING
2x8 TREATED WOOD BLOCKING
METAL SOFFIT PANEL
FOAM IN PLACE INSULATION -
COVER FIRST DECK FLUTE
STRUCTURAL FRAMING, SEE
STRUCTURAL DRAWINGS
FLOATING RAKE SUPPORT WITH
NECESSARY FASTENERS
H1
C
EDGE ANGLE, SEE
STRUCTURAL DRAWINGS
WEATHER BARRIER, SEAL TO DECK
VAPOR RETARDER, SEAL TO DECK
B
SEALANT
FIRE TREATED WOOD NAILERS
PREFINISHED BREAK METAL
FASCIA FLASHING, BREAK INTO
TWO SEPARATE PIECES
2x12 TREATED WOOD BLOCKING
SEALANT
CONTINUOUS CLEAT
PREFINISHED METAL COPING
2 1/2" COLD FORMED FRAMING
SECURE @ 12" O.C. USING HEX HEAD,
GASKETED #12 GALVANIZED STEEL
THREADED FASTENERS
LAP TEMPORARY ROOF AND VAPOR
RETARDER DOWN OVER BLOCKING
2x8 TREATED WOOD BLOCKING
METAL SOFFIT PANEL
FOAM IN PLACE INSULATION -
COVER FIRST DECK FLUTE
STRUCTURAL FRAMING, SEE
STRUCTURAL DRAWINGS
C
2 1/2" COLD FORMED FRAMING
FOAM IN PLACE INSULATION -
FILL CAVITY
BATT INSULATION
3" / 1'-0"
DRIP EDGE
H1
EDGE ANGLE, SEE STRUCTURAL DRAWINGS
WEATHER BARRIER, SEAL TO DECK
VAPOR RETARDER, SEAL TO DECK
SLIP TRACK TO BE FRAMED ALONG
ENTIRE LENGTH OF STRUCTURAL
FRAMING, SEE STRUCTURAL DRAWINGS.
BATT INSULATION
B
H1
EXTERIOR
INTERIOR
INTERIOR
PRE-FINISHED METAL FLASHING
FASTENER, TYP.
PRE-FINISHED METAL COUNTERFLASHING
PRE-FINISHED METAL REGLET
FLASHING
RUN METAL FLASHINGS BEHIND
INSULATION
LAP SELF ADHERING VAPOR
RETARDER UP SHEATHING
LAP BUILDING WRAP FLASHING OVER
METAL FLASHINGS
CLIP AND BEARING PLATE
FOR STANDING SEAM
METAL ROOF
C
STRUCTURAL FRAMING, SEE
STRUCTURAL DRAWINGS
2 1/2" COLD FORMED
FRAMING
BATT INSULATION
M
IN
8"
FIRE TREATED WOOD NAILERS
2x12 TREATED WOOD BLOCKING
LAP TEMPORARY ROOF AND VAPOR
RETARDER DOWN OVER BLOCKING
2x8 TREATED WOOD BLOCKING
METAL SOFFIT PANEL
STRUCTURAL FRAMING, SEE
STRUCTURAL DRAWINGS
DRIP EDGE
HOOK PANEL OVER DRIP
EDGE - REFER TO NOTE #1
STYLE D DRIP EDGE
W/CONTINUOUS CLEAT
SELF ADHERING MEMBRANE -
LAP S.A.M. ONTO FASCIA
PRE-FINISHED METAL FLASHING WITH
DRIP EDGE - COLOR TO MATCH METAL
PANEL ROOFING - WRAP BREAK METAL
SEPARATE INTO TWO PIECES TO PREVENT
OIL CANNING, NO EXPOSED FASTENERS.
WITH CONTINIOUS CLEAT.
SEE GUTTER DETAIL ON A123
FOR FURTHER INFORMATION
AND DIMENSIONS M
IN
1/
2"
EDGE ANGLE, SEE
STRUCTURAL DRAWINGS
H1
SEALANT
FIRE TREATED WOOD NAILERS
PREFINISHED BREAK METAL
FASCIA FLASHING, BREAK INTO
TWO SEPARATE PIECES
2x12 TREATED WOOD BLOCKING
SEALANT
CONTINUOUS CLEAT
PREFINISHED METAL COPING
STRUCTURAL STEEL HSS -
SEE STRUCTURAL DRAWINGS
SECURE @ 12" O.C. USING HEX
HEAD,
GASKETED #12 GALVANIZED STEEL
THREADED FASTENERS
LAP TEMPORARY ROOF AND VAPOR
RETARDER DOWN OVER BLOCKING
2x8 TREATED WOOD BLOCKING
METAL SOFFIT PANEL
FOAM IN PLACE INSULATION
STRUCTURAL FRAMING, SEE
STRUCTURAL DRAWINGS
FLOATING RAKE SUPPORT WITH
NECESSARY FASTENERS
H1
EDGE ANGLE, SEE
STRUCTURAL DRAWINGS
WEATHER BARRIER, SEAL TO DECK
VAPOR RETARDER, SEAL TO DECK
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R O O F
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A122
N W B L M D O
S H O S H O N E
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62 124
A122
3 TYPICAL LOW SIDE EAVE DETAIL AT DRIP EDGE
SCALE IN FEET
A122
6 TYPICAL RAKE DETAIL AT STUCCO
SCALE IN FEET
A122
2 TYPICAL HIGH EAVE DETAIL
SCALE IN FEET
SCALE IN FEET
A122
1 TYPICAL ROOF TO W ALL TRANSITION
SCALE IN FEET
A122
4 LOW EAVE DETAIL W ITH GUTTER
10.50
SCALE IN FEET
A122
5 TYPICAL RAKE DETAIL AT CMU VENEER
5"
5"
GUTTER - PRE FINISHED
24 GA GALV STEEL
GUTTER STRAP -
PRE FINISHED 24 GA
GALV STEEL 1" WIDE
AT 24" O.C.
RIVETS AT 1" O.C. ALL SIDES -
COLOR TO MATCH METAL
FULL BED OF NON CURING
SEALANT IN JOINT - TYP ALL AROUND
DROP TUBE
PRE FINISHED 24 GA GALV
STEEL DOWNSPOUT (4"x4")
3"
HEX HEAD STAINLESS STEEL
THREADED FASTENER HEAD -
COLOR TO MATCH METAL
STRAP AND DROP TUBE
GUTTER DIMENSIONS
GUTTER GUARD
SMACNA GUTTER PROFILE 'B'
RE: ROOF PLAN FOR GUTTER LOCATIONS.
RE: EXTERIOR ELEVATIONS FOR DOWNSPOUT LOCATIONS.
B
H1
EXTERIOR
INTERIOR
INTERIOR
FASTENER, TYP.
PRE-FINISHED METAL
COUNTERFLASHING
PRE-FINISHED METAL REGLET
FLASHING
RUN METAL FLASHINGS BEHIND
INSULATION
LAP SELF ADHERING VAPOR
RETARDER UP SHEATHING
CLIP AND BEARING PLATE
FOR STANDING SEAM
METAL ROOF
STRUCTURAL FRAMING, SEE
STRUCTURAL DRAWINGS
J-MOLD FOR GYPSUM
BOARD
JAMB BEYOND/BEHIND
FOAM IN PLACE
INSULATION - FILL CAVITY
6" COLD FORMED METAL
FRAMING, SEE STRUCTURAL
DRAWINGS
PRE-FINISHED METAL SILL
PAN FLASHING WITH END
DAMS AT SILL
JOINT SEALANT
SHIM AS REQUIRED
JOINT SEALANT/
BACKING EACH SIDE
A602
M
IN
8"
SEALANT
STRUCTURAL
FRAMING, SEE
STRUCTURAL
DRAWINGS
METAL SOFFIT PANEL
FOAM IN PLACE INSULATION -
COVER FIRST DECK FLUTE
STRUCTURAL FRAMING,
SEE STRUCTURAL
DRAWINGS
WEATHER BARRIER,
SEAL TO DECK
C
H1
TOP OF W ALL
113'-0"
D
SEALANT
2 1/2" COLD FORMED FRAMING
METAL SOFFIT PANEL
FOAM IN PLACE
INSULATION - COVER
FIRST DECK FLUTE
STRUCTURAL FRAMING, SEE
STRUCTURAL DRAWINGS
WEATHER BARRIER, SEAL TO DECK
H1
D
FIRE TREATED WOOD NAILERS
PREFINISHED BREAK METAL FASCIA
FLASHING, BREAK INTO TWO
SEPARATE PIECES
2x12 TREATED WOOD BLOCKING
SEALANT
CONTINUOUS CLEAT
PREFINISHED METAL COPING
SECURE @ 12" O.C. USING HEX HEAD,
GASKETED #12 GALVANIZED STEEL
THREADED FASTENERS
LAP TEMPORARY ROOF AND VAPOR
RETARDER DOWN OVER BLOCKING
2x8 TREATED WOOD BLOCKING
DRIP EDGE
EDGE ANGLE, SEE
STRUCTURAL DRAWINGS
FOR DIMENSIONS
SEE ROOF PLAN
TOP OF W ALL
113'-0"
SEALANT
STRUCTURAL FRAMING,
SEE STRUCTURAL
METAL SOFFIT PANEL
FOAM IN PLACE
INSULATION - COVER
FIRST DECK FLUTE
WEATHER BARRIER,
SEAL TO DECK
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R O O F
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A123
N W B L M D O
S H O S H O N E
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A123
4 GUTTER DIMENSIONS / STRAP AND DROP TUBE
A123
1 ROOF TO W ALL TO W INDOW TRANSITION
SCALE IN FEET
SCALE IN FEET
A123
2 TYPICAL W ALL TO ROOF TRANSITION AT TYPE C W ALL
SCALE IN FEET
A123
3 TYPICAL W ALL TO ROOF TRANSITION AT TYPE D W ALL AND EAVE DETAIL
SCALE IN FEET
A123
5 TYPICAL W ALL TO ROOF TRANSITION AT TYPE D W ALL
DIFFUSER
FRAME
CEILING TILE
SQUARE/ROUND
TRANSITION V-
CLIP
T-BAR
SQUARE/ROUND
TRANSITION
A
A
METAL DECK
EXTENSION TUBE - COORDINATE
ROUTING TO CEILING BELOW WITH
MECHANICAL, PLUMBING,
STRUCTURAL AND FIRE SYSTEM
NOTE:
-ALL TUBE JOINTS AND SEAMS TAPED WITH 2" FOIL TAPE
-MIN. ROOF SLOPE IS 2.4 DEGREES
-6" MIN. CLEARANCE SHOULD BE MAINTAINED FROM ALL
COMPONENTSSECTION VIEW
STRUCTURAL FRAMING, SEE
STRUCTURAL DRAWINGS
METAL FLASHING BY TUBULAR DAYLIGHTING
DEVICE MANUFACTURER. SEE SPECIFICATION
086200 AND DETAIL SEE 5/A124
PRE-MOLDED PIPE FLASHING
W/ALUMINUM BASE SET IN CONT.
BEAD OF URETHANE SEALANT
GASKETED FASTENER - INSTALL
PER MANF. RECOMMENDATIONS
AND INSTRUCTIONS
CONTINUOUS BEAD
URETHANE SEALANT
STAINLESS STEEL
CLAMPING RING
UNDER NO CIRCUMSTANCES CAN THE
PIPE PENETRATE OR COME WITHIN 4"
OF THE STANDING SEAM METAL PANEL
ROOF PANEL SEAM
NOTES: APPLY LAP SEALANT
BETWEEN PENETRATION AND
PRE-MOLDED PIPE FLASHING
PRIOR TO INSTALLATION OF
CLAMPING RING.
PIPE SHOULD EXTEND 1'-0"
MINIMUM ABOVE ROOF SURFACE
SEE SHEETS A121, A122, P401
AND PLUMBING DRAWINGS FOR
PENETRATION LOCATIONS
H1
NOTE: USE METAL JACK
SLEEVES AT ALL 'HOT' PIPE
PENETRATION LOCATIONS
H1
M
IN
CURB PAN
S-CLIP
SET S-CLIP IN 3/4" BUTYL TAPE
EXHAUST/INTAKE VENT CURB -
REMOVE /REINSTALL AS REQUIRED
TO INSTALL FLASHING (TYPICAL)
PREMANUFACTURED CURB
VENT/DUCT TYPICAL
#12 HEX HEAD THREADED FASTENER W/
EPDM WASHER (MIN. 3 PER SIDE)
BUILDING WRAP - FULLY FLASH CURB
- SEE SPECIFICATION 072500
H1
FIRE TREATED WOOD NAILERS
2x6 TREATED WOOD
BLOCKING
STRUCTURAL FRAMING, SEE
STRUCTURAL DRAWINGS
EDGE ANGLE, SEE
STRUCTURAL DRAWINGS
EXHAUST/INTAKE VENT CURB
PREMANUFACTURED CURB
VENT/DUCT TYPICAL
FRONT FACE CURB FLASHING -
REFER TO DETAIL 6/A105
#12 HEX HEAD THREADED FASTENER
W/ EPDM WASHER (MIN. 3 PER SIDE)
TURN PANEL LEG 1" MIN. UP CURB
Z-CLIP
NOTE(S):
1. SET Z-CLIP IN 3/4" BUTYL TAPE.
ATTACH W/#8 FLAT TRUSS HEAD,
GALV. STL. THREADED FASTERNER
AT 8# O.C.
BUILDING WRAP - FULLY FLASH CURB
- SEE SPECIFICATION 072500
SEAL ENDS OF Z-CLIP USING COLOR
MATCHING URETHANE SEALANT
M
IN
4" H1
FIRE TREATED WOOD NAILERS
2x6 TREATED WOOD BLOCKING
STRUCTURAL FRAMING, SEE
STRUCTURAL DRAWINGS
EDGE ANGLE, SEE
STRUCTURAL DRAWINGS
6" 4"
OPENING
PRE-MOLDED PIPE FLASHING
W/ALUMINUM BASE SET IN CONT.
BEAD OF URETHANE SEALANT
ø 1'-4 1/2"
PIPE CURB FLASHING BY METAL
ROOF PANEL MANUFACTURER, SEE
SPECIFICATION 074113.16
PANEL SUPPORT
FASTENER #1E 1/4"-14 X 1 1/4"
(5 FOR EACH PANEL)
1'
M
IN
M
AX
1'
FASTENER #1E 1/4"-14 X 1 1/4"
SPACED PER MANUFACTURER
RECOMMENDATIONS
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R O O F
D E T A
IL
S
A124
N W B L M D O
S H O S H O N E
F
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R E P L A C E M E N T
J R C
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C U S H
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64 124
NOT TO SCALEA124
4 DAYLIGHTING TUBE DETAILING
A124
3 TYPICAL PIPE PENETRATION DETAIL
10.50
SCALE IN FEET
A124
1 ROOF CURB - UPSLOPE SIDE
A124
2 ROOF CURB - DOW NSLOPE SIDE10.50
SCALE IN FEET
10.50
SCALE IN FEET
A124
5 LARGE PIPE PENETRATION DETAIL
STUCCO SYSTEM
PER SPECIFICATION
092400
CMU VENEER PER
SPECIFICATION
042613
MATERIALS LEGEND
STANDING SEAM METAL
ROOF PANEL PER
SPECIFICATION
074113.16
FIRST FLOOR
100'-0"
TOP OF W ALL
113'-0"
A301
A301
A301
VE VE VE
VA
VC
A301
VE
VA VA VA
VE VE VE VEVE
VC VC VC VC VC VC VC VC VC VC VC
12 23 4
TY
P.
3'
555555555555
8 8 8 8 8 89
15689111314151617181920 234710
111111 12 1313 13
12' - 0"
E.Q.E.Q.E.Q.E.Q. EQEQ
FIRST FLOOR
100'-0"
TOP OF W ALL
113'-0"
A301
VE VE VE VE VE VE VE VE
5 5 555555
ABCD
2 2 2 2
FIRST FLOOR
100'-0"
TOP OF W ALL
113'-0"
A301
VE VE VE VEVE
5 5 5 5 5 8 8 9
A B C D
13222
VF
FIRST FLOOR
100'-0"
TOP OF W ALL
113'-0"
A301
A301
A301
VEVEVEVEVD
A301
VE VE VE VE
VB VA VA
VE
6 6 6 6 6 6 6 6 6 68 98 8888
1 5 6 8 9 11 13 14 15 16 17 18 19
2 3 4 7 10
4'
6" TYP. SEE A601 6" TYP.
ALA
13 13 13 13 1311 1111
A311
TYP.
2 2 2 2
VFVFVFVF
22 6666
7'
6 6
A. SEE A100 FOR WALL ASSEMBLY AND ROOF TYPES.
B. SEE CIVIL AND LANDSCAPE DRAWINGS FOR ALL SITE RELATED
ITEMS ADJACENT TO THE BUILDING.
C. CONTROLS IN THE CMU VENEER ARE TO FOLLOW
SPECIFICATION 042613.
D. CONTROLS JOINTS IN THE STUCCO ARE TO FOLLOW
SPECIFICATION 092400.
E. SEE 'DOOR AND WINDOW SCHEDULE' SHEET, A601, FOR
DOOR AND WINDOWS TYPES.
F. SEE ROOF PLANS GUTTER AND DOWNSPOUT DRAIN
LOCATIONS.
G. SEE STRUCTURAL DRAWINGS FOR ALL T.O. WALL
MEASUREMENTS AND TOP OF STEEL MEASUREMENTS.
H. SEE 'DOOR AND WINDOW SCHEDULE' SHEET, A601, FOR
DETAILS AND TRIM LOCATIONS.
I. SEE ELECTRICAL DRAWINGS FOR ALL EXTERIOR LIGHTING AND
ELECTRICAL ITEMS.
J. SEE MECHANICAL DRAWINGS FOR ALL MECHANICAL
EQUIPMENT.
K. CONCRETE FOUNDATION STEM WALL TO BE COVERED WITH
CONCRETE FACED INSULATION BOARD, SEE WALL SECTIONS
AND DETAILS.
L. PAINT ALL EXPOSED STRUCTURAL STEEL PER SPECIFICATION
099113.
M. PAINT ALL EXPOSED MECHANICAL DIFFUSERS TO MATCH
ADJACENT SIDING COLOR.
GENERAL NOTES
P
LO
T
D A T E
P
LO
T T E D
B Y
C H K 'D
B Y
D E S
IG
N
O F F
IC
E
D E S
IG
N E D
B Y
P R O J E C T
N O
D R A W N
B Y
A P P R O V E D
B Y
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
D A T E
D E S C R
IP
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N
M A R K
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D A T E
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E X T E R
IO
R
E L E V A T
IO
N S
A201
N W B L M D O
S H O S H O N E
F
IE
L D
O F F
IC
E
R E P L A C E M E N T
J R C
R H
C U S H
IN
G
T E R R E L L
J R C
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IN
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65 124
# SHEET NOTES
1 STUCCO CONTROL JOINT, TYPICAL. SEE A001 FOR DETAIL.
2 MASONRY CONTROL JOINT, SEALANT TO MATCH COLOR OF CMU
CONTROL JOINT VENEER. SEE STRUCTURAL DRAWINGS FOR CONTROL
JOINT DETAIL.
4 REGLET AND COUNTERFLASHING, SEE ROOF DETAILS ON A120'S
SHEETS.
5 VERTICAL SUN SHADE DEVICE, TO BE ' AGS Inc. P-375 ' 3/8" THICK
ALUMINUM PERFORATED PANELS WITH MANUFACTURER'S STANDARD
PERCENTAGE OF PERFORATION, COLOR TO MATCH HORIZONTAL SUN
SHADE DEVICE. SEE DETAILS ON A603.
7 TUBULAR DAYLIGHTING DEVICE UNIT SKYLIGHT, SEE SPECIFICATIONS
AND ROOF DETAILS SHEET FOR FURTHER INFORMATION. SEE CEILING
PLAN FOR DAYLIGHT TUBE DIFFUSER LOCATIONS.
8 CMU VENEER AT COLUMN BASE WITH CONCRETE CAP.
9 PRIME AND PAINT ALL EXPOSED STEEL, SEE SPECIFICATION 099113.
10 SNOW GUARD, TYPICAL. SEE ROOF PLAN ON A121 AND SPECIFICATIONS
FOR FURTHER INFORMATION.
11 GUTTER DOWNSPOUT WITH ASSOCIATED GUTTER, COLOR TO MATCH
ROOFING COLOR.
12 ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS.
13 EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS.
A201
1 NORTH ELEVATION
A201
2 EAST ELEVATION
A201
3 W EST ELEVATION
A201
4 SOUTH ELEVATION
SCALE IN FEET
SCALE IN FEET
SCALE IN FEET
T ectonic Cop yright 2007
T ectonic Cop yright 2007T ectonic Cop yright 2007
FIRST FLOOR
100'-0"
A301
FIELD OFFICE/S.S./DISTRICT
STAFF
3" / 1'-0" 1" / 1'-0"
H1
H1
C
D D
C
A303
3______________
A303
SIM. SIM.
OPP.
C
B
A122
FIRST FLOOR
100'-0"
A301
ENTRY HALL
FIRE READY ROOM
WELLNESS
HALL
BREAK AREA
3" / 1'-0"
1" / 1'-0"
LOBBY/ENTRY
H1
H1
D
A302
A303
A A
B
B B
ABD
ALA
VC
VA
A122
A123
FIRST FLOOR
100'-0"
TOP OF W ALL
113'-0"
A301
FIRE SUITE
3" / 1'-0"
1" / 1'-0"
H1
H1
C
C
D D
A302
A303
BC
A123
A122
VE VE
FIRST FLOOR
100'-0"
TOP OF W ALL
113'-0"
A301
FIELD
OFFICE/S.S./DISTRICT
STAFF
FIRE SUITE
A301
A301
VC VC VC VC VC VC VC VC VC
A301
H1 H1
C
D
C
D
FIRE READY
ROOM
R.R.
R.R.
A303
A303
OPP.
VC VC VC
B
B
B 1,3
B
1 6 8 13 15 17 19 20
H1H1
B B
VE
FIRST FLOOR
100'-0"
A301
MAIN CONFERENCE ROOM
FIELD OFFICE
HUDDLE ROOM
PRIVATE OFFICE
PRIVATE OFFICE
SMALL CONFERENCE ROOM
FIELD OFFICE/S.S./DISTRICT
STAFF
C
D
H1
H1
3" / 1'-0"
1" / 1'-0"
A302
A303
SIM.
A303
A
A A
B 1 A
ABD
VF
B 1,3
A122
P
LO
T
D A T E
P
LO
T T E D
B Y
C H K 'D
B Y
D E S
IG
N
O F F
IC
E
D E S
IG
N E D
B Y
P R O J E C T
N O
D R A W N
B Y
A P P R O V E D
B Y
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
D A T E
D E S C R
IP
T
IO
N
M A R K
A P P R O V E D
D A T E
SHEET OF
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B U
IL
D
IN
G
S E C T
IO
N S
A301
N W B L M D O
S H O S H O N E
F
IE
L D
O F F
IC
E
R E P L A C E M E N T
J R C
R H
C U S H
IN
G
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66 124
A301
1 BUILDING SECTION I
A301
2 BUILDING SECTION II
A301
3 BUILDING SECTION III
A301
4 BUILDING SECTION V
SCALE IN FEET
SCALE IN FEET
SCALE IN FEET
SCALE IN FEET
A301
5 BUILDING SECTION IV
FIRST FLOOR
100'-0"
LOBBY/ENTRY
H1
D
A602
A602
A122
METAL SOFFIT PANELS,
TYPICAL AT ALL SOFFITS.
SEE SPECIFICATION
074293. COLOR TO
MATCH COLOR OF
ROOFING PANELS
PRE-FINISHED METAL
GUTTER AND
DOWNSPOUT, SEE
SPECIFICATION
074113.16 AND DETAILS
ON A123
PRIME AND PAINT ALL
EXPOSED EXTERIOR
STEEL, SEE EXTERIOR
PAINT SPECIFICATION
099113
SEE DETAILS ON A311
FOR COLUMN WRAP
DETAILS
ALA
DOWNSPOUT TO HUG
COLUMN AND BASE AS
CLOSE AS POSSIBLE.
A123
SIM
C
FIRST FLOOR
100'-0"
FIRE SUITE
C
D
H1
C
A311
SIM
A602
A602
A122
METAL SOFFIT PANELS,
TYPICAL AT ALL SOFFITS.
SEE SPECIFICATION
074293. COLOR TO
MATCH COLOR OF
ROOFING PANELS
PRE-FINISHED METAL
GUTTER AND
DOWNSPOUT, SEE
SPECIFICATION
074113.16 AND
DETAILS ON A123
PRIME AND PAINT ALL
EXPOSED EXTERIOR
STEEL, SEE EXTERIOR
PAINT SPECIFICATION
099113
SEE DETAILS ON A311
FOR COLUMN WRAP
DETAILS
VE
6'
TY
P.
3'
DOWNSPOUT TO HUG
COLUMN AND BASE AS
CLOSE AS POSSIBLE.
A123
FIRST FLOOR
100'-0"
MAIN CONFERENCE ROOM
FIELD OFFICE
H1
D
A602
A311
SIM
A123
A602
VF
D
6'
TY
P.
3'
A. SEE CIVIL, STRUCTURAL, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS AND
COORDINATION.
B. SEE FIRE DRAWINGS FOR ADDITIONAL WORK TO OCCUR AND
ADDITIONAL REQUIREMENTS.
C. SEE A001 AND A101 FOR WALL TYPE INFORMATION AND
LOCATIONS.
D. SEE CODE PLAN FOR INFORMATION ON SQUARE FOOTAGE OF
BUILDING AND OTHER RELATED ITEMS.
E. SEE CODE PLAN FOR ENVELOPE ENERGY REQUIREMENTS.
F. SEE SPECIFICATIONS FOR ALL BUILDING COMPONENTS.
G. SEE EXTERIOR ELEVATIONS ON A201 FOR LOCATIONS OF CMU
VENEER AT BASE OF EXTERIOR WALLS.
H. COORDINATE EXTERIOR WALL DIMENSIONS AND FACE OF STEM
WALL LOCATIONS WITH STRUCTURAL DRAWINGS.
I. DIMENSIONS OF WINDOWS LOCATED WITHIN STUCCO ARE TO
CENTERLINE OF WINDOW. DIMENSIONS TO WINDOWS AND
FRAMES LOCATED WITHIN CMU VEENER ARE TO OUTSIDE OF
ROUGH OPENING.
J. SEE FINISH PLAN ON A501 FOR COORDINATION OF FINISHES
AND OTHER ITEMS MOUNTED ON INTERIOR WALLS.
K. SEE A501 FOR ROLLER SHADE LOCATIONS.
L. PROVIDE METAL STUD BLOCKING IN WALL AS NEEDED FOR
ALL MOUNTED EQUIPMENT, MILLWORK, AND HARDWARE,
COORDINATE WITH WALL TYPES.
GENERAL NOTES
P
LO
T
D A T E
P
LO
T T E D
B Y
C H K 'D
B Y
D E S
IG
N
O F F
IC
E
D E S
IG
N E D
B Y
P R O J E C T
N O
D R A W N
B Y
A P P R O V E D
B Y
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
D A T E
D E S C R
IP
T
IO
N
M A R K
A P P R O V E D
D A T E
SHEET OF
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W A L L
S E C T
IO
N S
A302
N W B L M D O
S H O S H O N E
F
IE
L D
O F F
IC
E
R E P L A C E M E N T
J R C
R H
C U S H
IN
G
T E R R E L L
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.1 .2
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IN
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D
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A H O
67 124
A302
2 W ALL SECTION II
A302
1 W ALL SECTION I
A302
3 W ALL SECTION III
SCALE IN FEET
SCALE IN FEET
FIRST FLOOR
100'-0"
FIRE SUITE
C
D
H1
A311
SIM
A122
A311
TY
P.
3'
FIRST FLOOR
100'-0"
HUDDLE ROOM
C
H1
H1
B 1,3
B
A122
A122
FIRST FLOOR
100'-0"
FIRE SUITE
C
D
H1
A122
A602
A602
A311
SIM
6'
TY
P.
3'
FIRST FLOOR
100'-0"
BREAK AREA
D
H1
D
A
A602
A311
SIM
A602
A122
METAL SOFFIT PANELS,
TYPICAL AT ALL SOFFITS.
SEE SPECIFICATION
074293. COLOR TO
MATCH COLOR OF
ROOFING PANELS
PRE-FINISHED METAL
GUTTER AND
DOWNSPOUT, SEE
SPECIFICATION
074113.16 AND
DETAILS ON A123
PRIME AND PAINT ALL
EXPOSED EXTERIOR
STEEL, SEE EXTERIOR
PAINT SPECIFICATION
099113
A311
SEE DETAILS ON A311
FOR COLUMN WRAP
DETAILS
4'
TY
P.
3'
DOWNSPOUT TO HUG
COLUMN AND BASE AS
CLOSE AS POSSIBLE.
A123
A. SEE CIVIL, STRUCTURAL, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS AND
COORDINATION.
B. SEE FIRE DRAWINGS FOR ADDITIONAL WORK TO OCCUR AND
ADDITIONAL REQUIREMENTS.
C. SEE A001 AND A101 FOR WALL TYPE INFORMATION AND
LOCATIONS.
D. SEE CODE PLAN FOR INFORMATION ON SQUARE FOOTAGE OF
BUILDING AND OTHER RELATED ITEMS.
E. SEE CODE PLAN FOR ENVELOPE ENERGY REQUIREMENTS.
F. SEE SPECIFICATIONS FOR ALL BUILDING COMPONENTS.
G. SEE EXTERIOR ELEVATIONS ON A201 FOR LOCATIONS OF CMU
VENEER AT BASE OF EXTERIOR WALLS.
H. COORDINATE EXTERIOR WALL DIMENSIONS AND FACE OF STEM
WALL LOCATIONS WITH STRUCTURAL DRAWINGS.
I. DIMENSIONS OF WINDOWS LOCATED WITHIN STUCCO ARE TO
CENTERLINE OF WINDOW. DIMENSIONS TO WINDOWS AND
FRAMES LOCATED WITHIN CMU VEENER ARE TO OUTSIDE OF
ROUGH OPENING.
J. SEE FINISH PLAN ON A501 FOR COORDINATION OF FINISHES
AND OTHER ITEMS MOUNTED ON INTERIOR WALLS.
K. SEE A501 FOR ROLLER SHADE LOCATIONS.
L. PROVIDE METAL STUD BLOCKING IN WALL AS NEEDED FOR
ALL MOUNTED EQUIPMENT, MILLWORK, AND HARDWARE,
COORDINATE WITH WALL TYPES.
GENERAL NOTES
P
LO
T
D A T E
P
LO
T T E D
B Y
C H K 'D
B Y
D E S
IG
N
O F F
IC
E
D E S
IG
N E D
B Y
P R O J E C T
N O
D R A W N
B Y
A P P R O V E D
B Y
U N
IT
E D
S T A T E S
D E P A R T M E N T
O F
T H E
IN
T E R
IO
R
B U R E A U
O F
L A N D
M A N A G E M E N T
D A T E
D E S C R
IP
T
IO
N
M A R K
A P P R O V E D
D A T E
SHEET OF
:4 :3
P M
C U s e rs a lf o n s o ra m ir e z D o c u m e n ts R e vi tL o c a lT e m p N W B L M D O a rc h a lf o n s o ra m ir e z .r vt
W A L L
S E C T
IO
N S
A303
N W B L M D O
S H O S H O N E
F
IE
L D
O F F
IC
E
R E P L A C E M E N T
J R C
R H
C U S H
IN
G
T E R R E L L
J R C
B L M
.1 .2
T W
IN
F A L L S
D
IS
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ID
A H O
68 124
A303
1 W ALL SECTION IV
A303
2 W ALL SECTION V
A303
3 W ALL SECTION VI
A303
4 W ALL SECTION VII
SCALE IN FEET
SCALE IN FEET
SCALE…
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