B08_Attachment_1C_Shoshone_Drawings_15-58.pdf
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- Solicitation number
- 140L0625R0002
About this file
These are architectural and engineering drawings for the Shoshone Field Office Replacement project located in the Twin Falls District of Idaho, prepared for the United States Department of the Interior Bureau of Land Management. The comprehensive set of 124 technical drawings includes detailed plans for a single-story, approximately 13,760 square foot business occupancy building constructed using Type IIB non-combustible steel construction.
The drawings cover multiple technical disciplines including architectural layouts, structural framing, foundation details, wall assemblies, roof systems, mechanical and electrical penetrations, site grading and drainage, utility connections, and interior partition configurations. Key design features include a standing seam metal roof with R-30 insulation, stucco and CMU veneer exterior walls with continuous insulation, metal stud framing, and a sprinkler-protected interior with careful attention to energy efficiency, acoustic performance, and code compliance for a business occupancy in Zone 5B climate conditions. The design incorporates open office spaces, private offices, conference rooms, restrooms, and support areas with considerations for egress, accessibility, and mechanical systems integration.
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Text version
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DDDDDDDDDDD
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FW
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SD
X ss ss
SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
3980.84
3980.71
3980.77
3981.20
1.1
1.3
1.4
1.7
0.8%
1.8 %1.6
0.7%
1.1%
1.1%
1.2%
2.0
2.5%
3.5%
3.7%
0.6%
2.3
1.8%
1.5
1.8
1.4
3.3
1.1
1.0%
1.0% 6.1%
5.0%
5.0%
0.4
0.4
0.4%
0.4% 1.1%
1.1%
1.1%
0.2%
0.3
0.4%
1.8% 2.0%
0.0
1.9
2.0
1.9
1.8
0.4%
1.7 %1.4
1.1
1.7
1.5%
1.7%
1.1%
4.5%
3982.91 3982.41
3976.26 3975.76
3976.41 3975.91
3977.08 3976.58
3978.80 3978.30
3980.52 3980.02
3981.41 3980.91
3981.37 3980.87
3981.19 3980.69
3981.19 3980.69
3981.50 3981.00
3981.17 3980.67
3980.95 3980.45
3980.55 3980.05
3979.68 3979.18
3979.00 3978.50
3979.55 3979.05
3979.33 3978.83
3979.12 3978.62
3979.65 3979.15
3980.01 3979.51
3980.02 3979.52
3979.78 3979.28
3979.98 3979.483980.07
3979.57
3980.51 3980.01
3980.54 3980.04
3980.55 3980.05
3980.65 3980.15
3981.10 3980.60
3981.31 3980.81
3981.53 3981.03
3981.48 3980.98 3981.42 3980.92
3982.31 3981.81
3982.00 3981.50
3981.63 3981.13
3980.77 3980.27
3980.80 3980.30
3980.82 3980.32
3980.91 3980.41
3981.10 3980.60
3981.00 3980.50
3981.69 3981.19
3981.47 3980.97
3981.45 3980.95
3981.18 3980.68
3981.47 3980.97
3981.74 3981.24
3981.66 3981.16
3981.63 3981.13
3981.68 3981.18
3981.71 3981.21
3981.86 3981.36
3978.44
3977.94 3977.86
3977.36
3977.42 3976.92
3978.00 3977.50
3978.18 3977.68
3978.09 3977.59
3978.24 3977.74
3978.41 3977.91
3981.82 3981.32
3981.90 3981.40
3982.00 3981.50
3982.02 3981.52
3981.97 3981.47
3981.75 3981.25
3982.12 3981.62
3981.98 3981.48
3981.83 3981.33
3982.63 3982.13
3982.54
3982.04 3982.53
3982.03 3982.56 3982.06
3982.57 3982.07 3982.53 3982.033982.54
3982.04
3982.62 3982.12
3982.70 3982.203982.91
3982.41
3982.72 3982.22
3982.70 3982.20
3982.70 3982.20
3982.73 3982.23
3982.82 3982.32
3982.73
3982.23 3982.72
3982.22
3982.74 3982.24
3982.91 3982.41
3982.87 3982.37
3983.70 3983.20
3983.71 3983.21
3982.92 3982.42
3983.01 3982.51
3982.91 3982.41
3982.84
3982.34 3982.71
3982.21
3979.79 3979.29
3982.92 3982.42
3982.88 3982.38
3976.60 3976.10
3980.57
3980.17
3982.64 3982.14
3981.76 3981.26
3983.98 3983.48
3983.99 3983.49
3981.79 3981.29
3981.50 3981.00
3981.69 3981.19
3980.82
3980.82
OFFICE BLDG
FFE = 3982.00'
~SEED
OPERATIONS~
EXISTING ACCESS
AND VEHICLE GATE
GRADING AND DRAINAGE KEY NOTES
1. PROVIDE (3) CATCH BASINS, SEE DETAIL 18/C503.
2. EXISTING STORM RETENTION/INFILTRATION BASIN.
3. PROVIDE ~230 LF OF 3' VALLEY GUTTER, TYP. SEE DETAIL 8/C501.
MINIMUM LONGITUDINAL GRADE TOWARDS CATCH BASIN IS 1.00%
4. PROVIDE 3' WIDE CURB CUT.
5. PROVIDE ~26 LF OF DRAINAGE CHANNEL PER DETAIL 8A/C501.
6. TIE ROOF DRAINS INTO STORM DRAIN PER DETAIL 13/C502. COORDINATE
FINAL LOCATION WITH ARCHITECTURAL DRAWINGS.
7. PROVIDE CULVERT ENERGY DISSIPATING BASIN, SEE DETAIL 24/C506.
8. EXTEND EXISTING 12" CULVERT ~15LF.
1.62%
4200.00 4200.00
GRADING AND DRAINAGE LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED GRADE %
GRADE TOP BACK OF CURB
GRADE BOTTOM OF CURB3
CATCH BASIN (CB-1)
RIM EL = 3980.10
INV OUT = 3977.42
CULVERT INVERT EL. 3975.06'
CATCH BASIN (CB-2)
RIM EL = 3980.33
INV OUT = 3977.20
CULVERT INVERT EL. 3975.71'
GRADING AND DRAINAGE NOTES
1. SLOPES IN ADA PARKING STALLS AND ADA ROUTES SHALL NOT EXCEED
2% IN ANY DIRECTION EXCEPT AT APPROVED RAMP SLOPES.
2. ALL STORM DRAIN PIPE SHALL BE CONSISTENTLY SLOPED WITH A
MINIMUM OF 1/8" PER FT, UNLESS NOTED OTHERWISE.
3. MAINTAIN A MINIMUM OF 5% GRADING FROM BUILDING FOUNDATION,
4. MAINTAIN A MINIMUM OF 2% GRADING FROM IMPERVIOUS SURFACES.
(E) CATCH BASIN (CB-3)
RIM EL = 3976.00
INV OUT = 3973.50
(FIELD VERIFY INV OUT ELEVATION)
DRAINAGE
AREA
(ft^2)
RUNOFF
COEFFICIENT,
C
RAINFALL
(in)
RUNOFF
VOLUME
(ft^3)
DRAINAGE AREA -
NORTH 43,622 0.85 2 6,179.8
DRAINAGE AREA -
MIDDLE 9,698 0.85 2 1,373.9
DRAINAGE AREA -
SOUTH 57,972 0.85 2 8,212.7
TOTAL VOLUME NEEDED 15,766.4
AREA
(CY)
AREA
(ft^3)
RETENTION POND VOLUME @3974' 1,714 46,278
12" HDPE STORM DRAIN
PIPE, SEE SHEET C201
12" HDPE STORM DRAIN
PIPE, SEE SHEET C202
SD STORM DRAIN
RIP RAP BASIN
Noe H. Morales 2022.07.11 13:42:33 -06'00'
X X
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GAS
GAS
GAS
GAS
GAS
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OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
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UGP
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3''W 3''W
UG
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3''W 3''W
3''W 3''W
3/4''W
X
GASGAS
GAS
GAS
6''SS )
6''SS )
6''SS )
6''SS )
6''SS )
6''SS )
6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )6''SS )
1-1/2''W1-1/2''W1-1/2''W1-1/2''W1-1/2''W
SS
6'
'S S
6'
'S S
6'
'S S
AS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
B-1
B-2
B-3
B-4
B-5
B-6
W
W W
W
W
W W
FW
±13,000 SF
OFFICE
BLDG
~SEED
OPERATIONS~
UTILITY NOTES
1. ALL SANITARY SEWER PIPE SHALL BE CONSISTENTLY SLOPED WITH
A MINIMUM OF 1/4" PER FT, UNLESS NOTED OTHERWISE.
2. SEE SHEET C106 FOR ALL STORMWATER DRAINAGE LINES AND
INVERT ELEVATIONS.
3. ALL WET UTILITY MAINS SHALL BE PLACED PER DETAIL 3/C501.
4. ALL DRY UTILITY MAINS SHALL BE PLACED PER DETAIL 4/C501.
5. ALL SANITARY SEWER PIPE SHALL BE 6" PVC SDR 35 MINIMUM.
6. DOMESTIC WATER SERVICE LINE SHALL BE 3" SDR 11.
7. DOMESTIC WATER MAIN SHALL BE 6" PVC C900.
8. SEE ELECTRICAL DRAWINGS FOR COMMUNICATION AND POWER
CONNECTION POINTS.
9. GAS SERVICE TO BE MAINTAINED AT ALL EXISTING BUILDINGS
DURING CONSTRUCTIONS.
10. SEE PLUMBING DRAWING SHEET P502 FOR WATER AND GAS METERS
DETAILS AND CONNECTIONS.
11. ADEQUATE SEPARATION BETWEEN THE SANITARY AND SEWERS
MUST BE MET, SEE DETAIL 23/C506.
UTILITIES LEGEND
UTILITY KEY NOTES
1. PROVIDE ~125 LF OF 6" DIA. SEWER SERVICE AND ROUTE TO
EXISTING SEWER MANHOLE. PROVIDE CLEAN OUTS AT ~100'. SEE
DETAIL 16/C503.
2. CORE EXISTING SANITARY SEWER MANHOLE FOR KOR-N-SEAL
CONNECTION AS NEEDED.
3. TAP 6" WATER MAIN AND PROVIDE 45 LF OF 3" DIA. C900 PVC
POTABLE WATER MAIN TO PROPOSED BUILDING.
4. CONNECT TO AND PROVIDE 6" C900 PVC WATER MAIN, RE-ROUTED
AROUND EXISTING BUILDING AND MEMORIAL TREE TO NEW WATER
VAULT.
5. PROVIDE YARD HYDRANT ASSEMBLY, SEE DETAIL 15/C503.
6. TAP INTO 6" WATER MAIN AND PROVIDE 50 LF OF 4" FIRE WATER
SERVICE LINE TO NEW BUILDING.
7. PROVIDE 220 FT OF GAS SERVICE LINE FROM THE GAS STUB
LOCATED NEAR NORTHWEST CORNER OF THE EXISTING BUILDING
TO HVAC CONCRETE PAD.
8. PROVIDE 95 FT OF 6" PVC FOR REFRIGERANT LINES. SEE
MECHANICAL DRAWINGS FOR DETAILS.
9. RELOCATE EXISTING FIRE HYDRANT TO NEW LOCATION.
10. PROVIDE DOMESTIC 6" WATER MAIN TO EXISTING VAULT AND
CONNECT TO EXISTING SERVICES.
11. TAP INTO 6" WATER MAIN AND RE-CONNECT 1-1/2" WATER SERVICE
LINE.
SS
W
TC
UGP
EXISTING SANITARY SEWER
EXISTING WATERMAIN
EXISTING TELECOM
EXISTING UNDERGROUND ELECTRIC
PROPOSED SANITARY SEWER
PROPOSED WATERMAIN
SS
W
CO PROPOSED SEWER CLEANOUT
CO
OHP EXISTING OVERHEAD POWER
EXISTING BUILDING LAYOUT
FOR REFERENCE ONLY
SANITARY SEWER
RIM EL = 3978.3
INV IN = 3972.2
GAS EXISTING NATURAL GAS
PROPOSED NATURAL GASGAS
CO
(TWO WAY)
PROPOSED FIRE HYDRANT
D PROPOSED REFRIGERANT LINE
PROPOSED YARD HYDRANT
Noe H. Morales
13:45:33 -06'00'
CABANA FOUNDATION DESIGN DRAWINGS ON SHEET C108 ARE MINIMUM
REQUIREMENTS BASED OFF ASSUMED LOADING CONDITIONS. FINAL
DESIGN IS DELEGATED TO THE CONTRACTOR PROVIDED FOUNDATION
ENGINEER BASED ON ACTUAL LOADS FROM THE CONTRACTOR
PROVIDED PRE-ENGINEERED STEEL STRUCTURE DESIGNER
STRUCTURAL NOTES:
1. HIP SHELTER STEEL COLOR TO BE APPROVED BY THE GOVERNMENT.
2. METAL ROOF SHEETING COLOR TO BE APPROVED BY THE GOVERNMENT.
3. ROOF SHEETING COLORS TO MATCH OTHER FACILITY BUILDINGS.
FINAL BUILD AND FOUNDATION DESIGN NOTES:
1. ALL BUILDING COLUMN SIZES AND LOADS REPRESENTED IN THIS FOUNDATION PLAN
WERE ASSUMED. ACTUAL SIZES, LAYOUT, AND LOADING SHALL BE PROVIDED BY THE
CONTRACTOR PROVIDED PRE-ENGINEERED STEEL STRUCTURE DESIGNER.
2. ALL RELEVANT BUILDING LOADS AND LOAD COMBINATIONS PER ASCE 7 SHALL BE
CHECKED FOR MOST CRITICAL.
3. THE FINAL FOUNDATION DESIGN SHALL BE DELEGATED TO THE CONTRACTOR PROVIDED
FOUNDATION ENGINEER WITH THE ACTUAL SIZES, LAYOUT, AND LOADS PROVIDED BY
THE CONTRACTOR PROVIDED PRE-ENGINEERED STEEL STRUCTURE DESIGNER.
4. METAL BUILDING COLUMNS BASE PLATES AND ANCHOR BOLT REQUIREMENTS SHALL BE
PROVIDED BY THE CONTRACTOR PROVIDED PRE-ENGINEERED STEEL STRUCTURE
DESIGNER.
5. THE CONTRACTOR IS RESPONSIBLE FOR FINAL FOUNDATION AND BUILDING DESIGN AND
SHALL COORDINATE ALL APPROVALS WITH THE GOVERNMENT.
CABANA STRUCTURE PLAN VIEW1
5'4'3'2'0 1'1' 6' 7'
CABANA STRUCTURE SECTION2
5'4'3'2'0 1'1' 6' 7'
CABANA STRUCTURE SECTIONA
5'4'3'2'0 1'1' 6' 7'
C109
13'-6"
6" MIN CONCRETE
SLAB WITH #4 BARS
@ 18" O.C. EACH WAY
6" MIN CRUSHED AGGREGATE
BASE COURSE
SLOPE PAD TO DRAIN,
2% MAX SLOPE IN ALL
DIRECTIONS
24' X 16' HIP SHELTER
RCP SHELTER MODEL TS-H1624-04
OR APPROVED EQUAL
STANDING SEAM METAL
ROOF SHEETING
21'-6"
A C108
RIDGE
C109
24'
16'
Noe H. Morales
13:46:28 -06'00'
SLAB,
SEE PLAN
AGGREGATE
BASE PER PLAN
EXTERIOR GRADE,
SEE CIVIL
3"CLR
TYP
1'
1'
SLAB, SEE PLAN
STEEL COLUMN & BASE PLATE
PER PRE-ENGINEERED STEEL
STRUCTURE DESIGNER
ANCHOR BOLTS, PER PRE-ENGINEERED
STEEL STRUCTURE DESIGNER
℄ COL
FOOTING SIZE & REINF. PER
FOUNDATION ENGINEER
AGGREGATE
BASE PER PLAN
BLOCK-OUT AROUND COLUMN,
PLACE CONCRETE AFTER
DEAD LOADS ARE IN PLACE
1/2" PREMOLDED
JOINT FILLER
DRYPACK OR GROUT
CABANA FOUNDATION DESIGN DRAWINGS ON SHEET C109 ARE MINIMUM
REQUIREMENTS BASED OFF ASSUMED LOADING CONDITIONS. FINAL
DESIGN IS DELEGATED TO THE CONTRACTOR PROVIDED FOUNDATION
ENGINEER BASED ON ACTUAL LOADS FROM THE CONTRACTOR
PROVIDED PRE-ENGINEERED STEEL STRUCTURE DESIGNER
SCALE:1 CABANA CONCRETE SLAB EDGE DETAIL
NTS SCALE:2 CABANA SHELTER FOOTING DETAIL (TYP)
NTS
Noe H. Morales 2022.07.11 13:47:39 -06'00'
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3/4''W
±13,000 SF
OFFICE
BLDG
~FUTURE
WAREYARD
±14,000 SF
(17) SPACES
(16) SPACES
(19) SPACES
(13) SPACES
(7) SPACES
(2 2)
S
PA
C
ES
(5) SPACES
(1 0)
S
PA
C
ES
(2 ) A
D A
SP
AC
ES
(2) ADA SPACES
(2) ADA SPACES
(1) VAN ACCESSIBLE
(4) SPACES
(1) ADA SPACE
PAVING AND STRIPING NOTES
1. ALL PAVING SHALL BE STAGED SUCH THAT THE
OPERATION OF EXISTING VISITOR CENTER IS
UNINTERRUPTED DURING CONSTRUCTION.
2. BASIC LANDSCAPING IS SHOWN FOR ILLUSTRATION
PURPOSES ONLY. SEE LANDSCAPE PLANS FOR
LAYOUTS AND DETAILS.
PAVING AND STRIPING LEGEND
PAVING AND STRIPING KEY NOTES
1. SAWCUT EXISTING ASPHALT TO A CLEAN EDGE AND
MATCH GRADE, TYP.
2. 4" WHITE STRIPING FOR PARKING SPACE, TYP.
3. 10' X 20' SINGLE VEHICLE PARKING SPOT, TYP.
4. 12' X 50' BUS OR RECREATIONAL VEHICLE PARKING
SPOT, TYP.
5. PROVIDED HANDICAP PARKING SPOT, TYP. SHALL BE
INSTALLED PER ADA REQUIREMENTS AND PER
DETAIL 11/C502.
6. PROVIDE ~235 SY OF CONCRETE WALK, WIDTH AS
SHOWN ON PLANS. SEE DETAIL 6/C501.
7. PROVIDE SPILL TYPE CURB AND GUTTER, TYP. SEE
DETAIL 7/C501.
8. PROVIDE CROSSWALK STRIPING PER MUTCD
SECTION 3B.18, TYP.
9. PROVIDE ASPHALT PAVING, TYP. SEE DETAIL 1/C501.
10. PROVIDE 3' VALLEY GUTTER, SEE DETAIL 8/C501.
11. PROVIDE FLOW TYPE CURB AND GUTTER, TYP. SEE
DETAIL 7/C501.
12. PROVIDE ADA CURB RAMP, SEE DETAIL 10/C502.
PROPOSED PAVING STRIPE
PROPOSED HEAVY DUTY ASPHALT PAVING
PROPOSED LIGHT DUTY ASPHALT PAVING
PROPOSED CONCRETE PAVING
11 11
10'
10'
10' 20'
8'
20'
20'
20'
50'
20'
24'
8'
8'
8'
R5 'R1'
R1 3.9
R12.2'
R6'
R6'
R2'
1'
Noe H. Morales 2022.07.11 13:49:02
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PAVING AND STRIPING NOTES
1. SEQUENCE 4 CONSTRUCTION FALLS UNDER
SCHEDULE A.
2. ALL PAVING SHALL BE STAGED SUCH THAT THE
OPERATION OF EXISTING VISITOR CENTER IS
UNINTERRUPTED DURING CONSTRUCTION.
3. BASIC LANDSCAPING IS SHOWN FOR ILLUSTRATION
PURPOSES ONLY. SEE LANDSCAPE PLANS FOR
LAYOUTS AND DETAILS.
PAVING AND STRIPING LEGEND
PAVING AND STRIPING KEY NOTES
1. PROVIDE SCHEDULE A ASPHALT PAVING, TYP. SEE
DETAIL 1/C501.
2. TIE NEW SCHEDULE A ASPHALT TO EXISTING
ASPHALT, CONCRETE GUTTERS AND WALKS, AND
OTHER HARDSCAPE FEATURES.
3. 4" WHITE STRIPING FOR PARKING SPACE, TYP.
PROPOSED PAVING STRIPE
PROPOSED HEAVY DUTY ASPHALT PAVING
PROPOSED LIGHT DUTY ASPHALT PAVING
1 3
20'
20'
R1 2'
10'
(9 ) S
PA
CE
S
(1 1)
S
PA
CE
S
Noe H. Morales 2022.07.11 13:50:14
X X
X X
SD
B-4
XXXXXXXXXXXX
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDST
A:
0+
ST
A:
0+
ST
A:
1+
ST
A:
1+
STA:0+00
STA:0+50
STA:1+00
STA:1+10
STORM DRAIN - NORTH
STORM ROOF DRAIN
-0+05 0+00
.5
.5
0+50
.1
.1
1+00
.7
.7
1+46.14
.4
.4
6" DIA - PVC PIPE @ 1.0%
6" DIA - PVC PIPE @ 1.0%
12" DIA - CORRUGATED HDPE PIPE @ 1.1%
-0+10 0+00
.7
.7
0+50
.7
.7
1+00
.7
.7
1+20.77
STORM ROOF DRAIN
INV IN EL: 3978.000STORM ROOF DRAIN
INV OUT EL: 3976.907
(CB-2) 1+38.98
RIM EL: 3980.35
INV OUT EL: 3977.20
12" DIA - CORRUGATED HDPE PIPE @ 1.1%
PROPOSED SURFACE
INV=3977.20INV=3975.71
ENERGY DISSIPATING
BASIN, SEE DETAIL 24/C506
CATCH BASIN (CB-2)
M
IN
PROPOSED SURFACE
STORM ROOF DRAIN
STORM DRAIN - NORTH
STORM DRAIN - NORTH
ROOF DRAIN PIPING,
COORDINATE WITH ARCHITECTURAL
DRAWINGS
Noe H. Morales 2022.07.11 13:51:27
OHP
O
B-6
OHP
O
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
ST
A:
0+
ST
A:
0+
ST
A:
1+
ST
A:
1+
ST
A:
2+
ST
A:
2+
-0+05 0+00
.2
.2
0+50
.6
.6
1+00
.2
.2
1+50 2+00 2+42.18
.2
.2
12" DIA - CORRUGATED HDPE PIPE @ 1.0%
PROPOSED SURFACE
INV=3977.42
INV=3975.06
12" M
IN
ENERGY DISSIPATING
BASIN, SEE DETAIL 24/C506
CATCH BASIN (CB-1)
CATCH BASIN (CB-1)
Noe H. Morales 2022.07.11 13:53:01
SCALE:5 TYPICAL SLAB JOINTS
NTS
5" CONCRETE
REINFORCED WITH MIN.#4 BAR AT 18" OC
4" BASE COURSE
FIRM NATIVE SOILS OR
ENGINEERED COMPACTED FILL
9"AS SHOWN ON PLAN
SCALE:6 TYPICAL SIDEWALK CONCRETE SLAB
NTS
SCALE:9 TYPICAL PARKING BUMPER DETAIL
NTS
HOLE FOR 5/8 Ø DOWEL. 1 FT. FROM
EACH END.(TYPICAL OF 2 HOLES) DRILL
HOLE THRU PAVEMENT. DRIVE 24" LONG
STEEL PIN THROUGH WHEEL STOP AND
PAVEMENT INTO SUBGRADE.
SCALE:1 TYPICAL ASPHALT DETAIL
NTS
4" MIN PLANT MIX
8" MIN CRUSHED
AGGREGATE BASE COURSE
FIRST POUR SECOND POUR
1/2" DIA x 18" DOWEL @ 18" O.C.
1/4" SAWCUT OR TOOLED JOINT.
DEPTH EQUAL TO 1/3 OF TOTAL THICKNESS
EXPANSION JOINT
MATERIAL
1/2" JOINT
3/8" SEALANT
NOTE:
CONSTRUCTION JOINTS & CONTROL JOINT FOR ALL FLATWORK SHALL DIVIDE SLAB INTO AREAS NOT
EXCEEDING 225 SQFT WITHOUT REENTRANT CORNERS AND WITH LENGTH TO WIDTH RATIOS NOT
EXCEEDING 1 1/2 TO 1. CONTRACTOR SHALL SUBMIT LAYOUT PLAN SHOWING PROPOSED CONTROL AND CONSTRUCTION JOINT LOCATIONS. JOINT SPACING SHALL NOT EXCEED 20 FEET IN EITHER DIRECTION.
CONTRACTOR SHALL HAVE CONTROL JOINTS IN SIDEWALKS EVERY 5 FEET AND EXPANSION JOINTS EVERY 50 FEET MINIMUM. CURB AND GUTTER AND VALLEY GUTTER CONTROL JOINT SPACING SHALL NOT
EXCEED 10 FEET AND 50 FEET FOR EXPANSION JOINTS.
CONSTRUCTION JOINT CONTROL JOINT
EXPANSION JOINT
3'
2" MIN.
#4 BARS @10" O.C. EACH
WAY, MIN .3" CLR (TYP)
FIRM NATIVE SOIL OR
ENGINEERED COMPACTED FILL
NOTES:
1. NATIVE & BASE MATERIAL TO BE COMPACTED TO A MINIMUM
OF 95% MAXIMUM DENSITY PER ASTM D698.
8"
6" THICK BASE COURSE
SCALE:8 3' VALLEY GUTTER
NTS
SCALE:7 TYPICAL CURB AND GUTTER
NTS
1/2" EXP. JOINT BETWEEN SIDEWALK
AND CURB CONCRETE ELEMENTS
CONCRETE WALK OR PLANTER
6" CRUSHED AGGREGATE
BASE COURSE
6"
PA
VE
M
EN
T M
AT
C
H
AD
JA
C
EN
T
SPILL TYPE GUTTER
FLOW TYPE GUTTER
1-1/2" R 6"
6"
1'-6"
1"
7"
4"
SCALE:4 TYPICAL DRY UTILITY TRENCH
NTS
MATCH ADJACENT
SURFACE TREATMENT
NUMBER AND SIZE OF
UTILITIES MAY VARY
SUITABLE SOIL
BACKFILL
2' -6
M
IN
WIDTH AS NEEDED
12" MIN
PIPE ZONE BEDDING
COURSE
SCALE:3 TYPICAL WET UTILITY TRENCH
NTS
MATCH ADJACENT
SURFACE TREATMENT
SIZE OF UTILITY
MAY VARY
SUITABLE SOIL
BACKFILL
WIDTH AS NEEDED
2xØ MIN
PIPE ZONE BEDDING
COURSE
1/2Ø MIN
TYP
NOTE: BACKFILL MATERIALS COMPACTION
- 95% STD PROCTOR UNDER SLABS AND ROADS
- 90% STANDARD PROCTOR MIN ALL OTHER AREAS
NOTE: BACKFILL MATERIALS COMPACTION
- 95% STD PROCTOR UNDER SLABS AND ROADS
- 90% STANDARD PROCTOR MIN ALL OTHER AREAS
PIPE ZONE MATERIAL TO
SURROUND PIPE 3" MIN
DEPTH PER PLAN
36" MIN
3" SEPARATION MIN TYP
UTILITY MARKING TAPE
12 AWG TRACING WIRE
UTILITY MARKING TAPE
12 AWG TRACING WIRE
SCALE:2 TYPICAL GRAVEL DETAIL
NTS
6" MIN CRUSHED AGGREGATE
BASE COURSE
FIRM NATIVE SOIL OR ENGINEERED
COMPACTED FILL
12" MIN AGGREGATE PIT RUN
MATERIAL
5'
8"
1' THICK D50 = 6" RIPRAP
NONWOVEN 10 OZ
GEOTEXTILE FABRIC
FIRM NATIVE SOILS OR
ENGINEERED COMPACTED FILL
SCALE:8A DRAINAGE CHANNEL
NTS
SUBGRADE COMPACT
TO FIRM UNYIELDING
6" MIN PLANT MIX
12" MIN CRUSHED
AGGREGATE BASE COURSE
SUBGRADE COMPACT
TO FIRM UNYIELDING
LIGHT DUTY HEAVY DUTY
Noe H. Morales
13:54:55 -06'00'
SCALE:14 COVERED WALKWAY CONCRETE
NTS
FIRM NATIVE SOILS OR
ENGINEERED COMPACTED FILL
IMPROVED GRAVEL
SURFACE WHERE OCCURS
4" CRUSHED AGGREGATE
BASE COURSE
5" CONCRETE REINFORCED WITH #4 BARS
@ 18" O.C. EACH WAY
SHEAR CONNECTION PER PLAN
BUILDING FOOTING AND SLAB
PER STRUCTURAL PLAN AND
DETAILS WHERE APPLIES
1/4" MAX AT DOORWAYS
GREATER THAN 1/4" BUT LESS
THAN 1/2" WILL NEED BEVELED WITH
SLOPE NOT STEEPER THAN 1:2
2" AT LOCATIONS NOT ON DOORWAYS
SCALE:10 ADA RAMP
NTS
PAINTED BLUE 4" WIDE STRIPE
12" HIGH WHITE LETTERING
ACCESSIBLE PARKING
SYMBOL3'
TYP.
10'-0"
MIN.
8'-0"
VAN ACCESSIBLE PARKING SIGN
PER DETAIL 12/C502
3' -0
3'-0"
13" 13"
6"
13"
2"
3"1.5"
14" 3"
1'-0"
1.5" R=10"
C PARKING STALLL
2" WIDE WHITE PAINT
(TYPICAL)
BLUE BACKGROUND EQUAL
TO COLORNO. 15090 IN FEDERAL
STANDARD 595(A)
6'-8"
MINIMUM
24"
2" Ø GALVANIZED STEEL PIPE
ALUMINUM SIGN, LOCATE
PER DETAIL 11/C502,
SYMBOL PER ISO 7001.
ATTACH SIGN TO PIPE WITH
GALVANIZED BOLTS
FINISH GRADE
12"Ø CONCRETE FOOTING
SCALE:11 ACCESSIBLE PARKING SYMBOL
NTS SCALE:12 ACCESSIBLE PARKING SIGN INSTALLATION
NTS
THICKENED EDGE SLAB WHERE
SLAB DOES NOT TERMINATE
AGAINST CONCRETE
6'
SCALE:13 ROOF DRAIN PIPING
NTS
6"Ø PVC RISER
22.5° ELBOW
WYE FITTING
6"Ø PVC PIPING
PIPE ZONE MATERIAL
3" AROUND PIPE
EXTEND RISER 1" ABOVE CONCRETE
INSERT DOWNSPOUT 2" INTO RISER
OR PROVIDE TRANSITION PIECE FROM
SQUARE GUTTER TO PVC DRAIN PIPE
STRUCTURE
SCALE:14A SHEAR ONLY CONCRETE CONNECTION
NTS
CONCRETE SLAB PER PLAN
NOTE: THIS DETAIL TO ONLY BE APPLIED WHERE SHOWN
BASE COURSE PER PLANADJACENT CONCRETE MUST
BE ≥ 6" THICK
HAMMER DRILL AND FRICTION FIT
REBAR TO A MINIMUM DEPTH OF 4" MIN
24" DOWEL SIZE AND SPACING TO MATCH
CONCRETE REINFORCING #4 REBAR AT 18" OC MIN.
6'-0"
TRANSITION
6'-0"
TRANSITION
TRANSITION SLOPE
1:12 MAX. SLOPE
TRANSITION SLOPE
1:12 MAX. SLOPE
10A C502
SCALE: NTS
SECTION10A
C502
WIDTH PER
PLANS
4" CRUSHED AGGREGATE
BASE COURSE
5" CONCRETE REINFORCED WITH
#4 BARS @ 18" O.C. EACH WAY
1/4" TOOLED RADIUS2'
3" R ±5"
6"
8"
2"
7"1 1/4"
SCALE: NTS
PLAN VIEW
10B C502
6'-0' 6'-0"
1:12 MAX. SLOPE 1:12 MAX. SLOPE
WIDTH PER PLANS
SCALE: NTS
SECTION10B
C502
5" CONCRETE REINFORCED WITH
#4 BARS @ 18" O.C. EACH WAY
4" CRUSHED AGGREGATE
BASE COURSE
EXPANSION JOINT
MATERIAL
1/2" JOINT
3/8" SEALANT
Noe H. Morales 2022.07.11 13:57:00
SCALE:18 STORM DRAIN DROP INLET AND BASIN
NTS
NOTES:
1. ALL CONCRETE PIPES (24" OR LESS IN DIA.) CONNECTED TO
MANHOLES OR INLET BOXES SHALL HAVE A BELL AND
SPIGOT JOINT LOCATED WITHIN 24" OF THE OUTSIDE WALL
OF STRUCTURE. THIS PROTRUDING PORTION OF PIPE SHALL
BE SUPPORTED WITH CONCRETE UP TO, BUT NOT INCLUDING
THE JOINT.
2. ALL EXPOSED SURFACES TO BE GROUTED SHALL FIRST BE
COATED WITH AN EPOXY BONDING AGENT.
3. JOINTS, ETC., THAT MUST BE GROUTED, SHALL BE "DRY
PACKED" WITH A NON-SHRINK, TYPE GROUT SUCH AS
THORITE (STANDARD WALL PRODUCTS, INC.) OR
EQUIVALENT.
4. INLET BOX REBAR SHALL BE TIED TO REBAR IN CURB AND
GUTTER WITH STANDARD TIE WIRE.
5. THE SPACING FOR THE C1 REBAR SHALL BE MAINTAINED
WITH 9 GAUGE WIRE OR ADDITIONAL #4 REBAR AT ENDS.
6. SEE DETAIL 7/C501 FOR DIMENSIONS OF CURB AND GUTTER.
7. ALL EXPOSED STEEL SURFACES (FRAME & GRATE) SHALL BE
PAINTED WITH TWO COATS OF OIL BASE PRIMER AND FINAL
COAT OF RED OIL BASE PAINT. APPLICATION RATE &
PAINTING MATERIALS SHALL BE IN ACCORDANCE WITH THE
"STATE OF IDAHO STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION, LATEST EDITION AND AMENDMENTS".
REBAR SCHEDULE
MARK LOCATION SIZE LENGTH QUANTITY
C1 CURB 4 9'-6" 5
A C503
B C503
SECTION A SECTION B
#4 REBAR BY
MANUFACTURER
C1
3'-3"
3' -3
KNOCKOUTS TYP (4) SIDES
18" DIA. TO RECEIVE UP
TO 15" DIA. PIPE.
2' 3'-3" 2'
1'-11 1/2" 6"1 3/4"
6"
4" HEAD SECTION (TYP.)
6"
Ø 2'-6"
BARREL
SECTION
SLOPE 1% MIN
GASKET FOR
HDPE PIPE
SIDEWALK
3'X6"X3/8"
STEEL PLATE
C1
C1
#4 REBAR BY
MANUFACTURER 1'-8"
1' 1'-2"
INLET BOX
GRATE
ADJUSTING BOLTS
INVERT ELEV
PER PLAN
RIM ELEV PER PLAN
SCALE:17 FIRE HYDRANT DETAIL
NTS
CAST IN PLACE CONCRETE
THRUST BLOCK PER ISPWC SD-403
1/2 YARD 2" MIN. CLEAN
GRAVEL FOR HYDRANT
DRAINAGE
CONCRETE BLOCK
FIRE HYDRANT (PAINT RED)
5 1/4" LOCKING LID
24"Ø X6" CONCRETE COLLAR
WITH (2) #4 REBAR HOOPS
CAST IRON VALVE BOX
DRAIN HOLES TO BE FREE
OF OBSTRUCTIONS
VALVE SUPPORT (PRECAST
OR CAST IN PLACE)
CONTINUITY CONDUCTOR
6" DIAMETER PIPE
FINISH GRADE 3" MIN.
SCALE:15 YARD HYDRANT
NTS SCALE:16 SEWER CLEANOUT DETAIL (TWO WAY)
NTS
WOODFORD MODEL S3 YARD
HYDRANT OR APPROVED EQUAL
6' DIAMETER
BACKFLOW RESERVOIR OF
FROST FREE YARD HYDRANT
GROUND LEVEL
5% MAX SLOPE (TYP)
12" DIA HDPE PIPE 15°
SKEW
FILL PIPE WITH LOOSE
DRAINAGE COURSE GRAVEL
1" MINUS CRUSHED AGGREGATE
SURROUNDING YARD HYDRANT
4 OZ/SY NONWOVEN GEOTEXTILE
FABRIC PER AASHTO M288.06 CLASS II
FOR FINES GREATER THAN 50%.
LAP ENDS MINIMUM OF 1 FOOT INTO
AROUND PIPE.
36"
1" FEMALE THREAD
FROST LINE
SE
E
N O
TE
CLEANOUT PIPE
AND WYE
SEWER PIPE FROM
BUILDING
4" PVC SEWER PIPE
5'
MAX
STRUCTURE
PROVIDE TRAFFIC RATED VAULT IF CLEANOUT
FALLS IN WALKWAYS OR DRIVING AREAS
DOUBLE CLEANOUT
AS REQUIRED
NOTE:
1. PER MANUFACTURERS RECOMMENDATION.
Noe H. Morales
13:58:14 -06'00'
1 1/4" CORNER
BRACE WITH TIE
WIRES 24" OC
1'-4" DIA CONC
CORNER BASE
PAVEMENT
TOP OF
1/4" X 3/4"
7' -0
4' -0
1" CROWN
TYP
4' -0
TY
P
OC AND FLAT BAR
BAR BANDS 12"
WITH STRETCHER
3" CORNER POST
3/8" ROUND ROD 10'-0" MAX (TYP)
CONNECTION AND
PRESSED STEEL
TURN BUCKLE, TYP
LINE BASE
1'-0" DIA CONC
1 1/2" WOVEN WIRE
FABRIC FENCE
ABOVE PAVEMENT
1 1/4" BOTTOM
3' -6
TY
P
24" OC
WITH TIE WIRES
RAIL 2" MAX
2" LINE POST
WITH TIE WIRES
14" OC
CAP, TYP
ALL POSTS
RAIL WITH TIE
1 1/4" TOP
WIRES 24" OC
45° EXTENSION ARM
(TYP EA POST EXCEPT AT GATE)
x x x x x x x x x x x x xx x x x x x x x x x x x xx x x x x x x x x x x x x
BARBED WIRE
1'
-0
GENERAL NOTES:
1. FINAL OPENING DIMENSIONS SHALL BE DETERMINED BY THE MANUFACTURER TO
ENSURE PROPER INSTALLATION PROCEDURES ARE FOLLOWED.
2. ALL FOOTINGS SHALL BE 4,000 PSI, 28 DAY STRENGTH
3. FOOTINGS SHALL BE CYLINDRICAL OF THE DIAMETERS INDICATED.
4. FENCE FABRIC TO BE #9 GA. HOT GALVANIZED WIRE WOVEN IN A 1 1/2" MESH,
CYCLONE CHAIN LINK FABRIC OR APPROVED EQUAL.
5. ALL POSTS, RAILS AND FITTINGS GALVANIZED BY HOT DIP PROCESS.
6. ALL PIPE (RAILS AND POSTS) TO BE NOMINAL STD. WEIGHT.
TOP VIEWSIDE VIEWFRONT VIEW
GATE
HEIGHT
8'
GATE OPENING
24' THROUGH 45' VARIES
2"
16"
2"
GATE MOUNTING POSTS
POST
POST
FENCE
LINE
FENCE LINE
DETAIL A DETAIL B DETAIL C
FENCE POST
ISO VIEW ISO VIEW
DETAIL A DETAIL B DETAIL C
48"
SCALE:19 TYPICAL PERIMETER FENCE AND CORNER
NTS
SCALE:20 TYPICAL PERIMETER FENCE CANTILEVER GATE DETAIL
NTS
NOTE: BASIS OF DESIGN FOR DECORATIVE SECURITY FENCE IS
Noe H. Morales 2022.07.11 13:59:33
UNIFORM ZINC COATING
(HOT DIP GALVANIZED)
BASE MATERIAL
UNIFORM ZINC COATING
(HOT DIP GALVANIZED)
ZINC PHOSPHATE &
CONVERSION COATING
EPOXY BASE COAT
4"
4"
OPTIONAL 45° SWIVEL BRACKET
PANEL BRACKET
SPECIALLY DESIGNED TWO
-POINT CONNECTION ENSURES
FIXITY OF RAIL ENDS FOR
INCREASED STRENGTH.
INTERNAL RETAINING ROD
VARIABLE PITCH CONNECTION SYSTEM FOR
EASE OF INSTALLATION, HIGH ANGLE
BIAS ABILITY AND ELIMINATION OF
UNSIGHTLY EXTERNAL FASTENERS.
FORERUNNER RAIL
DOUBLE-WALLED "U"-CHANNEL
SPECIALLY FORMED HIGH STRENGTH
ARCHITECTURAL SHAPE.
TM
FORERUNNER RAILTM
"NO-MAR" POLYESTER
POWDER FINISH COAT
NOTES:
1.) POST SIZE DEPENDS ON FENCE HEIGHT
AND WIND LOADS. SEE AEGIS II
POST SIZING CHART.
2.) ADDITIONAL HEIGHTS AVAILABLE ON REQUEST
3.) THIRD RAIL OPTIONAL.
4.) PANELS ALSO AVAILABLE FOR 6' ON CNETER
POST SPACING.
TM
VARIES
WITH
HEIGHT
STANDARD HEIGHTS
7', 8', 9', 10'
36" MIN.
FOOTING DEPTH
2" Nom.
8"
4" FORERUNNER
Rail (See Cross- Section Below)
1" Ø X 14GA. PICKET
POST SIZE VARIES WITH HEIGHT
(SEE AEGIS II POST-SIZING CHART)
TM
10"
4" TYP.
8' O.C. Nom.
TM
16"
VALUES SHOWN ARE NOMINAL AND NOT
TO BE USED FOR INSTALLATION
PURPOSES. SEE PRODUCT
SPECIFICATION FOR INSTALLATION
REQUIREMENTS.
BRACKET OPTIONS
SCALE:21 DECORATIVE FENCE DETAILS
NTS
Noe H. Morales 2022.07.11 14:00:51
ZONE 1
ZONE 2
ZONE 3
ZONE 4
GROUND SURFACE
1'-6"
1'-6"
VARIES
NON-POTABLE LINE
ZONE 1 ZONE 3 (6"-0") ZONE 2
10'-0" MINIMUM
ZONE 1
SCALE:22 TYPICAL LIGHT POLE FOUNDATION
NTS
SQUARE LIGHT POLE
INSTALL LIGHT POLE
PER MANUFACTURERS
INSTRUCTIONS
FILL SPACE AFTER POLE HAS
BEEN PLUMBED, WITH
NON-SHRINK GROUT AND
CHAMFER AT 45 DEGREE ANGLE
CONDUIT PER ELECTRICAL
DRAWINGS, UNO.
ANCHOR BOLTS, DOUBLE NUTS
AND WASHERS AS REQUIRED
5/8" X 8' GROUND ROD
#2/0 AWG BC TO GROUND ROD
FINISHED GRADE
1" ELECTRICAL CONDUIT
(6) #6 REBAR VERT. X 4'-6"
LG EQUALLY SPACED
(4) #4 REBAR HOOPS
EQUALLY SPACED
(4) ANCHOR BOLTS, 1" X 3'-0" LONG ON
10" DIA B.C. LOCATE USING POLE
BASE AS A TEMPLATE.
12" LAP MIN.
2'
2" MIN
3"
5'
A SECTION
SCALE: NTS
A C505
PROPOSED RETENTION BASIN
10oz NONWOVEN GEOTEXTILE FABRIC
12" MIN SOIL COVER
5' X 5' MIN 12" THICK ENERGY DISSIPATING
RIPRAP D50 = 6" OR APPROVED EQUAL
SCALE:24 TYPICAL CULVERT OUTLET DETAIL
NTS
ZONE 1:
POTABLE WATER AND NON-POTABLE MAINS AND SERVICE LINES
MUST BE SEPARATED BY AT LEAST 1'-6" VERTICALLY AND
ONE FULL, UNCUT LENGTH OF POTABLE PIPE MUST BE CENTERED
ON THE CROSSING SO THAT THE JOINTS ARE AS FAR AS POSSIBLE
FROM THE CROSSING.
ZONE 2:
ONE FULL, UNCUT LENGTH OF NON-POTABLE WATER PIPE MUST BE
CENTERED ON THE CROSSING SO THAT THE JOINTS ARE AS FAR AS
POSSIBLE FROM THE NON-POTABLE LINE AND
(EITHER)
NON-POTABLE LINE MUST BE CONSTRUCTED TO POTABLE WATER
PIPE STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS
FOR A HORIZONTAL DISTANCE OF 10'-0" ON BOTH SIDES OF THE
CROSSING.
(OR)
NON-POTABLE OR POTABLE LINE MUST BE CASED IN A LARGER
DIAMETER CARRIER PIPE FOR A HORIZONTAL DISTANCE OF 10'-0"
ON BOTH SIDES OF THE CROSSING, WITH NO JOINTS.
ZONE 3:
SAME REQUIREMENTS AS ZONE 2 EXCEPT THE NON-POTABLE LINE
MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT
SETTLING.
ZONE 4:
SAME REQUIREMENTS AS ZONE 1 EXCEPT THE NON-POTABLE LINE
MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT
SETTLING.
POTABLE LINE NON-POTABLE
LINE
POTABLE AND NON-POTABLE
VERTICAL LINE CROSSINGS
POTABLE LINE
PIPE JOINT
PIPE JOINT
ZONE 1: (MORE THAN 10'-0" APART)
NO SPECIAL REQUIREMENTS.
ZONE 2: (FROM 6'-0" TO 10'-0")
POTABLE AND NON-POTABLE MAINS SEPARATED
BY AT LEAST 6'-0" AT OUTSIDE WALLS AND.
POTABLE MAINS HIGHER IN ELEVATION THAN THE
NON-POTABLE MAINS AND.
SEPARATE TRENCHES.
NON-POTABLE MAINS CONSTRUCTED TO WITH
WITH POTABLE WATER CLASS PIPE AND
PRESSURE TESTED FOR WATER TIGHTNESS.
ZONE 3: (ALL OTHER CASES)
48" MINIMUM SEPARATION FOR SERVICE LINES.
FOR TRANSMISSION MAINS, SITE SPECIFIC
APPROVAL BY THE ENGINEER.
POTABLE AND NON-POTABLE
HORIZONTAL LINE SEPARATION
POTABLE LINE
SCALE:23 POTABLE AND NON-POTABLE SEPARATION REQUIREMENTS
NTS
NOTE: SEPARATION OF WATER MAIN AND SANITARY SEWERS SHALL BE
IN ACCORDANCE WITH IDAHO ADMINISTRATIVE CODE 58.01.08.542.07.
Noe H.
Morales 2022.07.11 14:02:15
C508
C508
CONCRETE MASONRY WALL (CMU)
- 8x4x16 SOLID GROUTED
CONCRETE CONTROL JOINTS
PER DETAIL 5/C501 (TYP)
SLOPE CONCRETE 2%
GATE PER DETAIL 45/C508
CONCRETE SLAB-ON-GRADE, 6"
THICK WITH #4 BARS AT 18" O.C.
EACH WAY PER DETAIL 44/C508
SL
O
PE
SL
O
PE
A C507
FLAT ROCK CAP ON TOP OF CMU
4" REINFORCED CMU WALLS
4" GATE POST
2" LINE POST
W/ WIRE TIES
2" GATE POST
W/ WIRE TIES
14" O.C.
WIRE TIES
(TYP)
FOUNDATION PER
GATE DETAIL 43/C508
(3) SIMPSON PGT2A GALVANIZED PIPE GRIP SPACED
EVENLY. FASTEN WITH SIMPSON STRONG-BOLT 2
MASONRY ANCHORS (STB2-252143S) X 4 PER PIPE GRIP
CHAIN LINK W/
PRIVACY SLATS
SCALE:41 WALL LAYOUT
NTSSCALE:40 HVAC UNIT ENCLOSURE PLAN
NTS
BOND BEAMS WITH (2) #4 BARS
CONTINUOUS AT TOP OF WALL
AND MID HEIGHT. PROVIDE
DURO-WALL REINFORCEMENT
AT EVERY OTHER COURSE
SCALE:A HVAC UNIT ENCLOSURE ELEVATION
NTS
25'
4'-8" 2'
2'
6'
(2) BRICK VENTS PLACED MIN.
8" TO 12" ABOVE CONCRETE
SLAB PER DETAIL 47/C508
2' 1'
-4
8" 1'
-4
(HATCHING FOR VISUAL
REPRESENTATION ONLY)
Noe H. Morales 2022.07.11 14:03:45
GATE OPENING
GATE OPENING
6'
PAVEMENT
TOP OF
1'-6" TYP
4' -0
" T
YP
PRESSED STEEL
3/8" ROUND ROD
CONNECTION AND
TURN BUCKLE, TYP
DOUBLE SWING
GATES
FROM TOP AND CAP, TYP
WITH CONCRETE TO WITHIN 12"
BAR 1/4" X 3/4". FILL POST
BAR BANDS 12" OC AND FLAT
4" GATE POST WITH STRETCHER
DROP ROD
GRAVITY DEVICE
LOCKABLE LATCH
C ENCLOSUREL
2" PIPE FRAME
TYPFABRIC FENCE
1 1/2" WOVEN WIRE
FINISHED GRADE
GROUND (TYP)
TYP FOR NATURAL
2" CROWN,
8"
GENERAL NOTES:
1. ALL FOOTINGS SHALL BE 4,500 PSI, 28 DAY STRENGTH
2. FOOTINGS SHALL BE CYLINDRICAL OF THE
DIAMETERS INDICATED.
3. FENCE FABRIC TO BE #9 GA. HOT GALVANIZED WIRE
WOVEN IN A 1 1/2" MESH, CYCLONE CHAIN LINK
FABRIC OR APPROVED EQUAL.
4. ALL POSTS, RAILS AND FITTINGS GALVANIZED BY HOT
DIP PROCESS.
5. ALL PIPE (RAILS AND POSTS) TO BE NOMINAL STD.
WEIGHT.
6. GATE TO OPEN 180°, EACH SIDE.
7. CHAIN LINK FENCE SHALL INCLUDE PRIVACY SLATS.
16"
4"
WALL STRUCTURE (EXTERIOR)
SET BRICK VENT WITH
CEMENT MORTAR PROVIDE
SEALANT AT PERIMETER.
3/
4"
EPOXY COATED PENN
BRICK VENT WITH FIXED
LOUVERS
2'-8"
1' M
IN
2'
M
IN
CMU WALL PER PLAN
#4 FULL HEIGHT DOWELS
FINISH GRADE
(2) #4 CONTINUOUS
SLAB PER PLAN
(2) #4 CONTINUOUS
1/4" PREMOLDED JOINT FILLER
(2) #4 CONTINUOUS SLAB PER PLAN
(2) #4 CONTINUOUS
JAMB BEYOND
1'-6"
#4 AT 18"PERMISSIBLE CJ
3" C
LR
. 1 1/
2" C
LR
6" THICK CRUSHED ROCK COMPACTED
TO 90% RELATIVE COMPACTION IN
ACCORDANCE WITH ASTM D 1557
6" SLAB - PER PLAN
#4 AT 12"
#4 AT 18"
2' M
IN
1' M
IN
2'-8"
#4 @ 18" O.C. EACH WAY
VARIES
42 MASONRY WALL FOOTING
SCALE: NTS
43 SLAB EDGE AT OPENING
SCALE: NTS
44 SLAB ON GRADE DETAIL
SCALE: NTS
8"
4"
45 HVAC UNIT ENCLOSURE DOUBLE SWING GATE DETAIL
SCALE: NTS
46 BOLLARD DETAIL
SCALE: NTS
1" CONCRETE CROWN TOP
6" SCH. 40 STEEL PIPE PAINTED
YELLOW FILLED WITH CONCRETE
1" CONCRETE CROWNTOP OF NEW GRADE
4'
3'
1'-6" Ø CONCRETE BASE
4" REFLECTIVE STRIP
FIRM NATIVE SOILS OR
ENGINEERED COMPACTED FILL
47 BRICK VENT DETAIL
SCALE: NTS
Noe H.
Morales 2022.07.11 14:05:36
TYP 90° END HOOKTYP BAR BEND DIAMETER
10 d FOR #14, #18 8 d FOR #9, #10, #11 6 d FOR #3 TO #8
D
D= b b b d b D dh d 2" MIN
TYP 180° END HOOK
4d ORb b bd D dh
2" MIN
NOTES:
1. K IS THE LESSER OF THE MASONRY COVER, CLEAR SPACING
BETWEEN ADJACENT BARS, OR 5 TIMES THE BAR DIAMETER
1. LAP EQUALS 48 BAR DIAMETERS, UNO
NOTES:
LAP
1/2"
CLR
TYP
LA
P
HORIZ WALL REINF, SEE PLANS AND
GENERAL STRUCTURAL NOTES
(2) #5 IN CELL FULL HEIGHT
HORIZ REINF, TERMINATE W/STD
HOOK AROUND VERTICAL BARS
(2) #5 IN CELL
FULL HEIGHT
DEVELOPMENT AND LAP SPLICE LENGTH FOR MASONRY
BAR SIZE
COVER
2 (IN) 4 (IN) 6 (IN)
K (IN) ld (IN) K (IN) ld (IN) K (IN) ld (IN)
#3 1.88 18 1.88 18 1.88 182 #4 2.00 25 2.50 24 2.50 24 #5 2.00 39 3.13 30 3.13 30 #6 2.00 54 3.75 39 3.75 39 #7 2.00 63 4.00 50 4.38 46 #8 2.00 72 4.00 72 5.00 60
MINIMUM TENSION EMBEDMENT LENGTHS (IN.)
FOR STANDARD END HOOKS ON REINFORCING BARS
BAR SIZE
NORMAL WEIGHT CONCRETE, f'c, PSI
3000 4000 5000 6000 #3 6 6 6 6 #4 8 7 6 6 #5 10 9 8 7 #6 12 10 9 9 #7 14 12 11 10 #8 16 14 12 11 #9 18 15 14 13 #10 20 17 16 14 #11 22 19 17 16 #14 38 33 29 27 #18 50 43 39 35 dh
48 BAR BENDS AND HOOK ENDS
SCALE: NTS
49 MASONRY DEVELOPMENT AND LAP SPLICE
SCALE: NTS
50 CMU WALL ENDS AND CORNERS
SCALE: NTS
Noe H. Morales
15:35:45 -06'00'
51 VISITOR PARKING SIGN
SCALE: NTS
52 RELOCATED EXISTING SIGN
SCALE: NTS
4" LETTERING, BOLD SANS-SERIF
TYPEFACE OR APPROVED EQUAL
MIN 72"X24" VISITOR PARKING DIRECTIONAL SIGN,
BLACK WITH WHITE LETTERING OR APPROVED EQUAL
4"X4" PRETREATED WOOD POST OR
APPROVED EQUAL
ATTACH SIGN PER MANUFACTURER'S
RECOMMENDATION
COMPACTED SUBGRADE/UNDISTURBED
NATIVE SOIL (TYP)
4' MIN EMBEDMENT IN SOIL
5' M
IN
1'
(TYP)
EXISTING SIGN
4"X4" PRETREATED WOOD POST OR
APPROVED EQUAL
ATTACH SIGN PER MANUFACTURER'S
RECOMMENDATION
COMPACTED SUBGRADE/UNDISTURBED
NATIVE SOIL (TYP)
4' MIN EMBEDMENT IN SOIL
5' M
IN
1'
(TYP)
Noe H. Morales 2022.07.11 15:37:31
SIGN
SIGNSIGN
SIGNSIGN
SIGN
SIGNSIGN
SIGN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X X X X X X X
X
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
UG
P
U G
P
UGP
UGP
UGP
UGP
UGP
UGP
UGP
U G
P
U G
P
U G
P U
G P
G
AS
G
AS
G
AS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
UGP
U G
P U
G P
U G
P
U G
P U
G P
U G
P
SS
SS
UGP
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
SS
SS
SS
SS
SS
SSSSSSSS
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UG
P
UG
P
DY
H
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
N
A M
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X X X X X X X
X
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
UG
P
U G
P
UGP
UGP
UGP
UGP
UGP
UGP
UGP
U G
P
U G
P
U G
P U
G P
G
AS
G
AS
G
AS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
UGP
U G
P U
G P
U G
P
U G
P U
G P
U G
P
SS
SS
UGP
UGP
UGP
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
SS
SS
SS
SS
SS
SSSSSSSS
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UG
P
UG
P
DY
H
NORTH REF
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
2021-11-19 16:34
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
X X
X X
X X
X X
X X
X
X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X X X X X X X
X
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
UG
P
U G
P
UGP
UGP
UGP
UGP
UGP
UGP
UGP
U G
P
U G
P
U G
P U
G P
G
AS
G
AS
G
AS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
UGP
U G
P U
G P
U G
P
U G
P U
G P
U G
P
SS
SS
UGP
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
SS
SS
SS
SS
SS
SSSSSSSS
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UG
P
UG
P
DY
H
A
A
NORTH REF
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
SPECIFIED
NOTED.
SPECIFIED.
SPECIFIED.
SPECIFIED.
SPECIFIED.
CIVIL
NOTED.
SPECIFIED.
SPECIFIED.
SPECIFIED.
SPECIFIED.
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
4" 4"
2"
64 12"
12 164"
13 1316"
83°
MODIFIED ASH
WOOD SLATS.
30 12"
13 332"
17"
6" 18 4964"
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
BP
FS
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
I T
E C
T
AN
GE
L
HANSE
P
LO
T D A
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P
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B Y
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B Y
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6775Pat Bragassa
Digitally signed by Pat Bragassa Date:
13:15:56-06'00'
T D A
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6775Pat Bragassa
Digitally signed by Pat Bragassa Date:
13:16:29-06'00'
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6775Pat Bragassa
Digitally signed by Pat Bragassa Date:
13:16:51-06'00'
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6775Pat Bragassa
Digitally signed by Pat Bragassa Date:
13:17:10-06'00'
T D A
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6775Pat Bragassa Digitally signed by Pat Bragassa Date: 2022.07.11 13:17:32-06'00'
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6775Pat Bragassa
Digitally signed by Pat Bragassa Date:
13:17:51-06'00'
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6775Pat Bragassa Digitally signed by Pat Bragassa
13:18:10-06'00'
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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 = 1300
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 = 6115
FIRE READY ROOM
FIELD
OFFICE/S.S./DISTRICT
STAFF
C O M M O N
P A
TH
F
TR
A V E L
E X
IT
A C C E S S
TR
A V E L
D
IS
TA
N C E
MA
XI
MU
M
DI
AG
ON
AL
D
IS
TA
NC
E 0"
EGRESS DOORS DISTANCE APART
= 29'-2">1/3 OF DIAGONAL DISTANCE
C O M M O N
P A
TH
TR
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 = 1150
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
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