A04_-_Long_Lake_-_Construction_Drawings_1.pdf
PDF 13 MB Posted
- Attached to
- ND-LONG LAKE NWR-CONSTRUCT MULTI-PURPOSE Federal contract opportunity
- Solicitation number
- 140FC124R0002
About this file
This document provides details on a federal contract opportunity for construction services. The Department of the Interior Fish and Wildlife Service is soliciting proposals under solicitation number 140FC124R0002 to construct a multi-purpose facility at the ND-Long Lake National Wildlife Refuge. The related file is a set of construction drawings for the project, comprising a 13MB PDF file. Proposals are being accepted under a pre-solicitation notice, with no specified due date provided in the document. The construction project involves building a multi-purpose facility at the refuge, as detailed in the plans and specifications file.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A04_-_Long_Lake_-_Submittals_1.pdf | ||
| A04_-_Long_Lake_-_Specifications_1.pdf | ||
| Small_Business_Sources_Sought_Long_Lake_Multi-Purpose_BLDG_1.pdf |
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Text version
FISH AND WILDLIFE SERVICE
UNITED STATES DEPARTMENT OF THE INTERIOR
REGION 6 ENGINEERING - DENVER, COLORADO
DESIGNED:
DATE:
DRAWN:
SHEET 1 OF
CHECKED:
VICINITY MAP
NO SCALE
APPROVAL SIGNATURES
NOTE TO BIDDERS:
REGIONAL ENGINEER
ASS'T. REGIONAL DIR.
DATE
PROGRAM SUPERVISOR
FACILITIES
SAFETY
CULTURAL RESOURCES
DATE
DATE
DATE
DATE
DATE
ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED
REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT MEASURE
SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE ADJUSTED ACCORDINGLY.
LONG LAKE
NATIONAL WILDLIFE REFUGE
BURLEIGH COUNTY, NORTH DAKOTA
NEW HEADQUARTERS AND VISITOR CENTER
COVER SHEET
MH JB BD
2022.05.09 66
SHEET # SHEET NAME
C001 COVER SHEET
C002 CIVIL NOTES AND LEGEND
C101 DEMOLITION PLAN
C201 HORIZONTAL CONTROL PLAN
C301 CIVIL SITE PLAN
C401 GRADING PLAN
C501 UTILITY PLAN
C502 UTILITY DETAILS
A001 BUILDING CODE & LIFE SAFETY ANALYSIS
A101 GROUND FLOOR PLAN
A121 REFLECTED CEILING PLAN
A151 ROOF PLAN
A201 EXTERIOR ELEVATIONS
S101 GENERAL STRUCTURAL NOTES
S201 STRUCTURAL FOUNDATION PLAN
S301 STRUCTURAL FLOOR PLAN
M001 MECHANICAL COVER SHEET
M002 TO M004 MECHANICAL SCHEDULES
M101 MECHANICAL HVAC PLAN
M102 MECHANICAL PIPING PLAN
M103 ROOF MECHANICAL PLAN
M104 MECHANICAL HVAC ZONE PLAN
M201 SECTIONS AND ENLARGED PLANS
M301 TO M304 MECHANICAL DETAILS
E001 ELECTRICAL COVER SHEET
E002 TO E003 ELECTRICAL SCHEDULES
E101 ELECTRICAL POWER AND SPECIAL SYSTEMS PLAN
E102 ELECTRICAL LIGHTING PLAN
E301 TO E302 ELECTRICAL DETAILS
P001 PLUMBING COVER SHEET
P101 PLUMBING DWV PLAN
P102 PLUMBING H20 AND GAS PLAN
P103 ROOF PLUMBING PLAN
P301 TO P302 PLUMBING DETAILS
C402 GRADING DETAIL
C503 TO C504 SITE DETAILS
C505 SITE PROFILES
A301 BUILDING SECTIONS
A302 WALL SECTIONS
A401 TO A402 ENLARGED PLANS AND ELEVATIONS
A410 SIGNAGE DETAILS
A502 TO A504 DETAILS
A601 SCHEDULES
S401 STRUCTURAL ROOF FRAMING PLAN
S501 TO S504 STRUCTURAL SECTIONS AND DETAILS
ES101 ELECTRICAL SITE PLAN
A403 ENLARGED PLAN AND INTERIOR ELEVATIONS
A501 EXTERIOR DETAILS
C601
C602
C603
EROSION CONTROL NOTES
EROSION CONTROL PLAN
EROSION CONTROL DETAILS
DESIGNED DRAWN CHECKED DATE
SHEET
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS AND VISITORS CENTER
MH JB BD 2022.05.09 2 66
CIVIL NOTES AND LEGEND
C002
CIVIL SITE LEGEND
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS BUILDING
MH JB BD 2022.05.09 3 66
DEMOLITION PLAN
C101
DEMOLITION KEYNOTES
GENERAL NOTES
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS AND VISITORS CENTER
MH JB BD 2022.05.09 4 66
HORIZONTAL CONTROL PLAN
C201
HORIZONTAL CONTROL NOTES
COORDINATE SYSTEM DETAILS
HORIZONTAL CONTROL
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS AND VISITORS CENTER
MH JB BD 2022.05.09 5 66
CIVIL SITE PLAN
C301
KEYNOTES
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS AND VISITORS CENTER
MH JB BD 2022.05.09 6 66
GRADING PLAN
C401
GRADING PLAN NOTES
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS AND VISITORS CENTER
MH JB BD 2022.05.09 7 66
GRADING DETAIL
C402
C402
ADA PARKING GRADING
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS AND VISITORS CENTER
MH JB BD 2022.05.09 8 66
UTILITY PLAN
C501
KEYNOTES
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS AND VISITORS CENTER
MH JB BD 2022.05.09 9 66
UTILITY DETAILS
C502
C502
2-WAY 2-PORT CLEANOUT DETAIL
NOT TO SCALE
C502
SEWER LATERAL PROFILE
NOT TO SCALE
C502
1200 GALLON SEPTIC TANK DETAIL
NOT TO SCALE
C502
SPLASH PAD DETAILS
NTS
SEPTIC TANK AND LIFT STATION NOTES:
C503
PROPANE ENCLOSURE DETAIL
NOT TO SCALE
C503
GRAVEL AGGREGATE SECTION
NOT TO SCALE
C503
CONCRETE JOINT DETAIL
NOT TO SCALE
C503
CONCRETE DRIVEWAY
NOT TO SCALE
C503
ISOLATION JOINT
NOT TO SCALE
C503
CONTRACTION JOINT WITH DOWEL
NOT TO SCALE
C503
REINFORCEMENT AT BOLLARD
NOT TO SCALE
C503
CONCRETE SPLASH PAD DETAIL
NOT TO SCALE
C503
CONCRETE PARKING LOT
NOT TO SCALE
DESIGNED DRAWN CHECKED DATE
SHEET
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS AND VISITORS CENTER
MH JB BD 2022.05.09 10 66
SITE DETAILS
C503
C504
RIPRAP APRON DETAIL
NOT TO SCALE
C504
SIDEWALK DETAILS
NOT TO SCALE
C504
CURB AND GUTTER RADIUS DETAIL
NOT TO SCALE
C504
CURB RAMP DETAILS
NOT TO SCALE
C504
CURB RAMP DETAILS
NOT TO SCALE
C504
TRENCH DRAIN DETAIL
NOT TO SCALE
C504
CURB AND GUTTER DETAILS
NOT TO SCALE
C504
PARKING SIGNAGE
NOT TO SCALE
C504
ADA PARKING SIGNAGE - VAN ACCESSIBLE
NOT TO SCALE
DESIGNED DRAWN CHECKED DATE
SHEET
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS AND VISITORS CENTER
MH JB BD 2022.05.09 11 66
SITE DETAILS
C504
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS AND VISITORS CENTER
MH JB BD 2022.05.09 12 66
SITE PROFILES
C505
C505
ALIGNMENT C PROFILE
C505
ALIGNMENT D PROFILE
C505
ALIGNMENT B PROFILE
C505
ALIGNMENT A PROFILE
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS AND VISITORS CENTER
MH JB BD 2022.05.09 13 66
EROSION CONTROL PLAN
C601
EROSION CONTROL LEGEND
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS AND VISITORS CENTER
MH JB BD 2022.05.09 14 66
EROSION CONTROL NOTES
C602
OVERVIEW OF MINIMUM POLLUTION PREVENTION PROVISIONS
ALLOWABLE NON-STORMWATER DISCHARGES
RELEASE OF HAZARDOUS SUBSTANCES OR OIL
SPILL CONTAINMENT PLAN
RETENTION OF RECORDS
SPILL CLEANUP
TRAINING
MAINTENANCE & INSPECTION
MAINTENANCE & INSPECTION REPORTS
MATERIALS INVENTORY
GENERAL NOTES
SPILL PREVENTION
PRODUCT SPECIFIC PRACTICES
EQUIPMENT MAINTENANCE PROCEDURES
EROSION CONTROL INSPECTOR
SWPPP ADMINISTRATOR
FINAL STABILIZATION
SCHEDULE OF MAJOR CONSTRUCTION ACTIVITIES
OF
SUB-SHEET
LONG LAKE NWR
NEW HEADQUARTERS AND VISITORS CENTER
MH JB BD 2022.05.09 15 66
EROSION CONTROL DETAILS
C603
C603
EROSION CONTROL NOTES
C603
EROSION CONTROL WATTLE
NTS
C603
SIDEWALK DRAIN
NTS
C603
HIGH FLOW SILT FENCE
NTS
SECTION A-A
DETAIL B
3 ATTACH SILT FENCE FABRIC
1 INSTALL SILT FENCE FABRIC
BY MACHINE SLICING METHOD
ISOMETRIC VIEW
PLAN VIEW
SECTION A-A
DETAIL C
DETAIL B
ELEVATION VIEW
1 EXCAVATE TRENCH
2 DRIVE STEEL
T FENCE POSTS
DETAIL B
SECTION A-A
3 ATTACH SILT FENCE FABRIC
A
A
A
A
MANUAL HIGH FLOW SILT FENCE INSTALLATION
MACHINE SLICED HIGH FLOW SILT FENCE INSTALLATION
A
A
4 BACKFILL TRENCH AND
WHEEL COMPACT SOIL
WHEEL COMPACT SOIL
DRIVE STEEL T
FENCE POSTS
2 WHEEL COMPACTMSOIL ABOVE SLICED IN
PORTION OF FABRIC AND THEN DRIVE
STEEL T FENCE POSTS.
C603
CONCRETE TRUCK WASH
NTS
FD
FD
FD
FD
EXIT PATH E = 60'-0"
EXIT PATH D = 70'-7"
E X
IT
P
A T
H
E X
IT
P
A T
H C
MECH/ELEC
STORAGE
CONFERENCE/BREAK
HALL
VISITOR
CONTACT
OPEN OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
SECURE
STORAGE
FILES
IT
RESTROOM
JAN. CLOSET
STORAGE
LOCKER
ADMIN
WORK ROOM
FEC
FEC
FEC
FEC
COMBINED OCCUPANT LOAD AT A GIVEN EXIT DOOR.
THIS SUM EQUALS TOTAL OCCUPANT LOAD.
OCCUPANT LOAD CAPACITY OF DOOR OR STAIR
THE CAPACITY OF DOORS IS DETERMINED AS FOLLOWS:
CLEAR OPENING WIDTH IN INCHES DIVIDE BY 0.15.
THE CAPACITY OF STAIRS IS DETERMINED AS FOLLOWS:
WIDTH IN INCHES DIVIDE BY 0.20.
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
C R
E V
IT
P
R O
J E
C T
F
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S \2
.0
L
O N
G L
A K
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Q A
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BUILDING CODE & LIFE SAFETY ANALYSIS
2022.05.09
A-001
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
IBC INTERNATIONAL BUILDING CODE 2018
IEC INTERNATIONAL ELECTRIC CODE 2017
IPC INTERNATIONAL PLUMBING CODE 2018
ADA AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES 2010
NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS 2019
NFPA 70 NATIONAL ELECTRICAL CODE 2017
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2019
NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND
VENTILATING SYSTEMS 2018
NFPA 101 LIFE SAFETY CODE 2018
APPLICABLE BUILDING CODES
B BUSINESS ENTIRE BUILDING 4,975 sq. ft. (GROSS AREA)
USE GROUP / OCCUPANCY - Chapter 3 (IBC 2018)
TYPE VB
CONSTRUCTION TYPE - Chapter 6 (IBC 2018)
Non-Sprinklered
FIRE SUPPRESSION - Chapter 9 (IBC 2018)
Allowable Height (Table 504.3): 40'-0" Designed Height: 26'-10" +/- Allowable Stories (Table 504.4): 2 Designed Stories: 1
HEIGHT / STORIES - Chapter 5 (IBC 2018)
Allowable Area (Table 506.2): B @ NS = 9,000 sq. ft.
B @ S1 = 36,000 sq. ft.
B @ SM = 27,000 sq. ft. Designed Area: 4,975 sq. ft.
* PER CODE NO SPRINKLERS REQUIRED
AREA - Chapter 5 (IBC 2018)
NONE REQUIRED
OCCUPANCY SEPARATION - Chapter 5 - Table 508.4 (IBC 2018)
Structural Frame 0 Bearing Walls
Interior 0 Exterior 0
Non-Bearing Walls and Partitions 0 Floor Construction 0 Roof Construction 0
FIRE RESISTANCE RATINGS - Chapter 6 - Table 601 (IBC 2018)
Fire Separation Distance Type of Construction Required Designed Greater than 30' VB 0 0
EXTERIOR WALL RATINGS - Chapter 6 - Table 602 (IBC 2018)
OCCUPANCY CALCULATIONS - Chapter 10 (Tables 1004.5, 1006.2.1, 1006.3.2, 1006.3.3(1), 1006.3.3(2)) - IBC 2018
B Occupancy Non-Sprinklered 200 feet Fully Sprinklered 250 feet Maximum Distance 70 feet
EXIT ACCESS TRAVEL DISTANCE - Chapter 10 - Table 1017.2 (IBC 2018)
# of Occ. Inches/Occ. Min. Width # of Exits Min. Width / Exit Design Width Door Egress 89 0.15" 13.35" 3 36" 108"
EXIT WIDTH REQUIREMENTS - Chapter 10 - Section 1005 (IBC 2018)
Water Closets Required (89 occupants) = 3 Provided = 3 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50
Lavatories Required (89 occupants) = 3 Provided = 3 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80
Drinking Fountains Required (89 occupants) = 1 Provided = 2 1 per 100
Other Required = 1 Service Sink Provided = 1
PLUMBING FIXTURES - Chapter 29 - Table 2902.1 (IBC 2018)
EGRESS PATH
FIRE EXTINGUISHER CABINET
1/8" = 1'-0"
LIFESAFETY PLAN
Total Occupants 90
NUMBER NAME AREA
OCCUPANT
LOAD FACTOR OCCUPANCY
100 MECH/ELEC 226 SF 300 gross 1
101 CONFERENCE/BREAK 561 SF 15 net 37
102 STORAGE 140 SF 300 gross 1
103 RESTROOM 58 SF
104 RESTROOM 57 SF
105 HALL 78 SF
106 VESTIBULE 113 SF
107 VISITOR CONTACT 432 SF 15 net 29
108 WORK ROOM 136 SF 150 gross 1
109 ADMIN 99 SF 150 gross 1
111 OFFICE 175 SF 150 gross 2
112 OPEN OFFICE 1125 SF 150 gross 7
113 OFFICE 106 SF 150 gross 1
114 OFFICE 106 SF 150 gross 1
115 OFFICE 106 SF 150 gross 1
116 OFFICE 108 SF 150 gross 1
117 STORAGE 165 SF 300 gross 2
118 LOCKER 136 SF 150 gross 1
119 HALL 92 SF
120 IT 37 SF 300 gross 1
121 SECURE STORAGE 31 SF 300 gross 1
122 FILES 76 SF 300 gross 1
123 RESTROOM 56 SF
124 JAN. CLOSET 36 SF 300 gross 1
NORTH
4'0 8' 16'
SCALE: 1/8"=1'-0"
FEC
FD
FD
FD
A-301
A-301
113 114 115 116
A-201
A-201
A-201
A-301
A-401
101B 119
106A
106B
100A 100B
101A
A-201
A-301
A-301
A-401
34' - 0"
12' - 9"
95°
95°
20' - 10"
/2
85°
23' - 8"
A
A B1
C
C
D
D
E
E
W2
40' - 3 3/4" 13' - 5 5/8" 50' - 3" 20' - 6"
124' - 6 3/8"
A-402
A-402
5' - 11 3/8"
8' - 2"
9' - 4"
10' - 6 5/8"
12' - 8" 9' - 3 1/2" 9' - 3 1/2" 9' - 3 1/2" 9' - 8 1/2"
80°
/2
/2
6' - 3"
1' - 4"
4' - 0" 1' - 3"
8' - 4"
11' - 6" 9' - 8"
50' - 3" 20' - 6"
50' - 3" 20' - 6"
A-301
H
B
H
A
A A A A
D
D
D
C A
W2
14' - 0" 6' - 6"
W1 W1 W1 W1 W1
W1W1W1W1W1
W1
W1
31' - 11 5/8" 1' - 0 3/4"
A2
B
9' - 9"
A1
10' - 4"
7"
/2
/2
A-502
A-302
G
70' - 9"
34' - 0" CONCRETE
APRON - SEE
CIVIL
MECHANICAL
EQUIPMENT - SEE
MECHANICAL
3' - 4" 8
5' - 0"
FLOOR HATCH
SEE DETAIL
8/A-504
4' - 1" 9' - 4" 9' - 4" 9' - 4" 9' - 4" 8' - 10"
9' - 4" 9' - 4" 9' - 4" 9' - 4" 4' - 2"
8' - 9"
3' - 5" 13' - 9 1/2"
A-403
A-302
FEC
AED
FEC
F E
C
FEC
3' - 0" 12' - 11"
7' - 9"
7' - 6" 13' - 0"
F E
C
A-403
DS
DS
DS
DS
DS
DS
DS
DS
DS
A-301
F E
C
DS
10'-0" x 7'-0"
WALK OFF
MAT - SEE
DETAIL
10/A-504
6'-5" X 4'-7"
WALK OFF
MAT -
10/A-504
A-502
F
B
ALIGN FACE
OF WALL
ALIGN FACE OF WALL
1' - 6"
REMOVABLE
MULLION
GENERAL NOTES:
1. COORDINATE BUILDING PLAN WITH SITE PLAN.
2. EXTERIOR WALL CONSTRUCTION ABOVE GRADE.
A. FIBER CEMENT BOARD SIDING, WEATHER BARRIER,
8" SIPS PANELS, 5/8" TYPE "X" GYP BOARD AT
INTERIOR.
3. WALLS ARE FULL HEIGHT TO UNDERSIDE OF
STRUCTURE UNLESS NOTED OTHERWISE. ALLOW FOR
DEFLECTION.
4. DIMENSIONS ARE TO FACE OF STUDS OR SIPS PANELS
UNLESS NOTED OTHERWISE.
5. INTERIOR PARTITIONS ARE TYPE B UNLESS NOTED
OTHERWISE.
6. WALL PENETRATIONS:
A. ALLOW FOR EXPANSION WHEN REQUIRED OR AS
INDICATED BY OTHER DISCIPLINES.
7. DOOR RETURN - 4" ON HINGE SIDE, UNLESS NOTED
OTHERWISE.
8. FLOOR DRAINS: NOT ALL FLOOR DRAINS ARE SHOWN
ON ARCHITECTURAL PLANS. SEE PLUMBING
DRAWINGS FOR LOCATION AND TYPE OF ALL FLOOR
DRAINS.
9. PROVIDE BLOCKING IN PARTITION WALLS AS FOLLOWS:
A. WOOD BLOCKING AND METAL REINFORCEMENT
INSTALLED DURING CONSTRUCTION TO SUPPORT
ALL WALL HUNG ITEMS AND FIXTURES.
B. LOCKERS - PROVIDE ADDITIONAL BLOCKING IN
WALLS FOR ATTACHMENT.
10. SIDEWALK, DOOR PADS AND STEPS, PAVEMENT
GRADES AND ELEVATIONS TO BE COORDINATED WITH
CIVIL DRAWINGS.
11. SEE CIVIL DRAWINGS FOR DOWNSPOUT (DS)
EXTENSION AND SPLASH BLOCK LOCATION.
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
C R
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GROUND FLOOR PLAN
2022.05.09
A-101
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
NORTH
1/8" = 1'-0"
GROUND LEVEL
ROOM SCHEDULE
NUMBER NAME AREA
100 MECH/ELEC 226 SF
101 CONFERENCE/BREAK 561 SF
102 STORAGE 140 SF
103 RESTROOM 58 SF
104 RESTROOM 57 SF
105 HALL 78 SF
106 VESTIBULE 113 SF
107 VISITOR CONTACT 432 SF
108 WORK ROOM 136 SF
109 ADMIN 99 SF
111 OFFICE 175 SF
112 OPEN OFFICE 1125 SF
113 OFFICE 106 SF
114 OFFICE 106 SF
115 OFFICE 106 SF
116 OFFICE 108 SF
117 STORAGE 165 SF
118 LOCKER 136 SF
119 HALL 92 SF
120 IT 37 SF
121 SECURE STORAGE 31 SF
122 FILES 76 SF
123 RESTROOM 56 SF
124 JAN. CLOSET 36 SF
4'0 8' 16'
SCALE: 1/8"=1'-0"
WALL TYPE SCHEDULE
TYPE
MARK WIDTH DESCRIPTION COMMENTS
A 5 1/4" 2x4 WOOD FRAMING WITH SOUND BATTS, RC-1 CHANNEL ON ONE SIDE AT 24" OC, 5/8" GYP
EACH SIDE
B 6 3/4" 2x6 WOOD FRAMING WITH SOUND BATTS. 5/8" GYP EACH SIDE
C 5 1/4" 5/8" GYP, 2x4 WOOD FRAMING, SOUND BATTS, 1/2" PLYWOOD SHEATHING, 5/8" GYP 1
D 7" (2) LAYERS 5/8" TYPE X GYP, METAL LATH, 3/4" PLYWOOD SHEATHING, 2x4 WOOD FRAMING, SOUND BATTS, 3/4" PLYWOOD SHEATHING, 5/8" GYP
E 4 3/4" TILE UP TO 3'-4" A.F.F. AND 5/8" GYP ABOVE, 2x4 WOOD FRAMING, SOUND BATTS, 5/8" GYP 2
F 6 3/4" TILE UP TO 3'-4" A.F.F. AND 5/8" GYP ABOVE, 2x6 WOOD FRAMING, SOUND BATTS, 5/8" GYP 2
G 4 3/4" 2x4 WOOD FRAMING WITH 5/8" GYP EACH SIDE
H 7 1/4" 2x6 WOOD FRAMING WITH SOUND BATTS. 1/2" OSB ON PUBLIC SIDE, 5/8" GYP EACH SIDE
J 4 1/8" TILE UP TO 3'-4" A.F.F. AND 5/8" GYP ABOVE, 2x4 WOOD FRAMING, SOUND BATTS, 5/8" GYP
NOTES:
1. INSTALL PLYWOOD ON THE INTERIOR SIDE OF ROOM
2. INTALL 5/8" CEMENT BOARD BACKING BEHIND TILE
S DS
D
S
DS
D
S
D
S
D S
D
S
D
S
D
S
D
S
D
S
D
CO
S
D S
D
S
D
WA
P
WA
PWA
P
O S
O S
J
J
J
J
J
J
J
102 103
113 114 115 116
1/2" TYPE X
GYP BOARD
OVER SIPS
EXPOSED
TRUSSES - SEE
STRUCTURAL
EXPOSED TRUSSES - SEE
STRUCTURAL
EXPOSED TRUSSES -
SEE STRUCTURAL
FIBER CEMENT
BOARD SOFFIT
FIBER
CEMENT
BOARD
SOFFIT
FIBER CEMENT
BOARD SOFFIT
FIBER CEMENT
BOARD SOFFIT
FIBER CEMENT
BOARD SOFFIT
FIBER CEMENT
BOARD SOFFIT
FIBER CEMENT
BOARD SOFFIT
9'-6"
10'-0"
10'-0" 10'-0" 10'-0"
10'-0"
10'-0"
GYP BOARD
SOFFIT
10'-0"
S L O
P E
S L O
P E
A-301
RIDGE BEAM - SEE
STRUCTURAL
1X6 TONGUE AND
GROOVE
RIDGE BEAM - SEE
STRUCTURAL
1X6 TONGUE AND
GROOVE
7" / 12" 7" / 12"
SLOPE SLOPE
7" / 12" 7" / 12"
SLOPE
SLOPE
A-301
SIM
GYP BOARD SOFFIT
1X6 TONGUE
AND
GROOVE -
GLUE AND
NAIL TO
BOTTOM OF
SIPS
DIRECT APPLY 2'X4' ACOUSTIC
CEILING PANELS OVER 1/2" TYPE "X"
GYPSUM BOARD CEILING
EXPOSED
TRUSSES - SEE
STRUCTURAL
S L O
P E
S L O
P E
EXPOSED TRUSS -
SEE STRUCTURAL
1/2" TYPE "X" GYP
BOARD OVER SIPS
AP
AP
AP
1X1 SOLID
WOOD TRIM
STOP - STAINED
SOFFIT CLOSURE
RCP LEGEND
GYP BOARD
CEILING HEIGHTX'-X"
PENDANT LIGHTING
FIXED LIGHTING
ACCESS PANELAP
CEILING SLOPE AS NOTED
RCP GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY DIMENSIONS AND
VERTICAL CONTROL POINTS PRIOR TO INSTALL ATION
OF CEILING SYSTEM.
2. CONTRACTOR SHALL PROMPTLY NOTIFY OWNER'S
REPRESENTATIVE OF DISCREPANCIES IN WORK
WHICH WILL AFFECT INSTALLATION OF CEILINGS AS
SHOWN ON DRAWINGS.
3. GYP BOARD CEILING INDICATED AT 8'-0" A.F.F. SHALL
BE INSTALLED OVER NON-STRUCTURAL METAL
FRAMING. ALL OTHER GYP BOARD CEILINGS SHALL
BE FASTENED TO BOTTOM CHORD OF ROOF
TRUSSES, UNLESS NOTED OTHERWISE.
4. COORDINATE MECHANICAL, ELECTRICAL, AND FIRE
PROTECTION SYSTEM INSTALLATION WITH
RESPECTIVE DISCIPLINE DRAWINGS AND
SPECIFICATIONS.
5. CEILINGS SHALL BE 8'-0" A.F.F. UNLESS NOTED
OTHERWISE.
6. REFERENCE SPECIFICATIONS AND ROOM FINISH
SCHEDULE FOR CEILING TYPES AND FINISHES.
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION
OF ABOVE CEILING WORK TO ENSURE CLEARANCES
FOR SCHEDULED CEILING HEIGHTS.
ACT
SUPPLY AIR
RETURN AIR
EXIT
WALL MOUTED LIGHT
S SMOKE DETECTOR
2'X4' LIGHT FIXTURE
24"x24" AP
(ACCESS
PANEL)
2'X4' LIGHT FIXTURE
PENDANT LIGHTING
CAN LIGHT
AP
WA
WIRELESS
ACCESS
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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REFLECTED CEILING PLAN
2022.05.09
A-121
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
1/8" = 1'-0"
REFLECTED CEILING PLAN
ROOM SCHEDULE
NUMBER NAME AREA
100 MECH/ELEC 226 SF
101 CONFERENCE/BREAK 561 SF
102 STORAGE 140 SF
103 RESTROOM 58 SF
104 RESTROOM 57 SF
105 HALL 78 SF
106 VESTIBULE 113 SF
107 VISITOR CONTACT 432 SF
108 WORK ROOM 136 SF
109 ADMIN 99 SF
111 OFFICE 175 SF
112 OPEN OFFICE 1125 SF
113 OFFICE 106 SF
114 OFFICE 106 SF
115 OFFICE 106 SF
116 OFFICE 108 SF
117 STORAGE 165 SF
118 LOCKER 136 SF
119 HALL 92 SF
120 IT 37 SF
121 SECURE STORAGE 31 SF
122 FILES 76 SF
123 RESTROOM 56 SF
124 JAN. CLOSET 36 SF
NORTH
4'0 8' 16'
SCALE: 1/8"=1'-0"
7" / 12"
7" / 12"
7" / 12" 7" / 12"
STANDING SEAM METAL ROOF
PREFINISHED METAL GUTTER AND
FULLY CLOSED DOWNSPOUT (TYPICAL)
A B1
C
C D E
11' - 5" 11' - 5"
7' - 4 1/4" 7' - 4 1/4"
SNOW GUARDS - TYPICAL
A2
B
A1
PREFINISHED METAL
ROOF RIDGE CAP
2' - 0"
2' - 0" 2' - 0"
20' - 6"
18' - 6"
50' - 3"13' - 5 5/8"40' - 3 3/4"
124' - 6 3/8"
ROOF PLAN NOTES:
1. COORDINATE LOCATIONS AND SIZE OF CURBS
AND PENETRATIONS WITH STRUCTURAL ROOF
FRAMING PLAN AND DISCIPLINE DRAWINGS.
2. PIPE PENETRATIONS SMALLER THAN 6" MAY NOT
BE SHOWN. COORDINATE WITH DISCIPLINE
DRAWINGS.
3. MISCELLANEOUS ROOF PENETRATIONS NOT
SPECIFICALLY SHOWN ON THIS DRAWING SHALL
BE FLASHED AND SEALED ACCORDING TO
DETAILS SHOWN, AND PER ROOFING
MANUFACTURER'S RECOMMENDED GUIDE
DETAILS.
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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ROOF PLAN
2022.05.09
A-151
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
1/8" = 1'-0"
ROOF PLAN
NORTH
4'0 8' 16'
SCALE: 1/8"=1'-0"
LEVEL 1
100'-0"
T.O. WALL
110'-0"
STANDING SEAM
METAL ROOF
SYSTEM
PREFINISHED METAL GUTTER
AND DOWNSPOUT
FIBER CEMENT BOARD
HORIZONTAL SIDING
RIDGE CAP
STONE VENEER AT
COLUMN BASE, TYP
VERTICAL FIBER CEMENT
BOARD SIDING WITH BATTEN
BOARDS @ 1'-0" OC
STAINED HEAVY TIMBER
LIMESTONE CAP
10X10 STAINED TIMBER
COLUMNS - (TYP)
SNOW
GUARDS
STOREFRONT SYSTEM
W2 W1 W1 W1 W1 W1
106A
FIBER CEMENT
BOARD TRIM
(TYP)
FIBER CEMENT BOARD TRIM (TYP).
FIBER CEMENT
BOARD SOFFIT (TYP)
7" / 12" 7" / 12"
T.O. MID ROOF
123'-6"
T.O. ROOF
121'-2"
T.O. HIGH ROOF
126'-2"
LIGHT FIXTURE - SEE
ELECTRICAL
LIGHT FIXTURE - SEE
ELECTRICAL
LIGHT FIXTURE - SEE
ELECTRICAL
LIGHT FIXTURE - SEE
ELECTRICAL
LEVEL 1
100'-0"
T.O. WALL
110'-0"
PREFINISHED METAL
GUTTER AND DOWNSPOUT
FIBER CEMENT BOARD
HORIZONTAL SIDING
FIBER CEMENT BOARD FASCIA
RIDGE CAP
VERTICAL FIBER CEMENT
BOARD SIDING WITH BATTEN
BOARDS @ 1'-0" OC
T.O. MID ROOF
123'-6"
T.O. ROOF
121'-2"
VERTICAL FIBER CEMENT
BOARD SIDING WITH BATTEN
BOARDS @ 1'-0" OC
MECHANICAL LOUVERS -
SEE MECHANICAL FOR SIZE
AND LOCATION
LIGHT FIXTURE - SEE ELECTRICAL
3' - 6" 3' - 6"
LEVEL 1
100'-0"
T.O. WALL
110'-0"
STANDING SEAM
METAL ROOF SYSTEM
PREFINISHED METAL
GUTTER AND DOWNSPOUT
FIBER CEMENT BOARD
HORIZONTAL SIDING
STOREFRONT SYSTEM
W2W1W1W1W1W1
W1W1
100A
SNOW GUARDS
RIDGE CAP
VERTICAL FIBER CEMENT
BOARD SIDING WITH BATTEN
BOARDS @ 1'-0" OC
7" / 12"
STONE VENEER AT COLUMN BASESTONE VENEER AT
COLUMN BASE
10X10 STAINED TIMBER
COLUMN - TYP
LIMESTONE CAP LIMESTONE CAP
10X10 STAINED TIMBER COLUMNS - TYP
RIDGE CAP
RIDGE CAP
RIDGE CAP
PREFINISHED METAL
GUTTER AND
DOWNSPOUT
STONE VENEER AT
COLUMN BASE
10X10 STAINED TIMBER
COLUMNS - TYP
LIMESTONE CAP
FIBER CEMENT BOARD TRIM
(TYP).
PREFINISHED DOWNSPOUT
T.O. MID ROOF
123'-6"
T.O. ROOF
121'-2"
T.O. HIGH ROOF
126'-2"
GALVANIZED INSULATED
HOLLOW METAL DOOR
AND FRAME - PRIME AND
PAINT
FIBERGLASS WINDOW UNIT - TYPICAL
LIGHT FIXTURE - SEE ELECTRICAL - TYP.
LIGHT FIXTURE - SEE
ELECTRICAL
SNOW GUARDS (TYP)
LEVEL 1
100'-0"
T.O. WALL
110'-0"
STANDING SEAM METAL ROOF
SYSTEM
FIBER CEMENT BOARD FASCIA
STONE VENEER AT COLUMN
BASE, TYP
LIMESTONE
CAP
10X10 STAINED TIMBER
COLUMN - (TYP)
STAINED HEAVY TIMBER
101A
SNOW GUARDS
T.O. HIGH ROOF
126'-2"
TRUSS BEARING
114'-3"
LIGHT FIXTURE - SEE
ELECTRICAL
LIGHT FIXTURE - SEE
ELECTRICAL
SOFFIT CLOSURE BEYOND
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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EXTERIOR ELEVATIONS
2022.05.09
A-201
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
1/8" = 1'-0"
NORTH ELEVATION
1/8" = 1'-0"
EAST ELEVATION
1/8" = 1'-0"
SOUTH ELEVATION
1/8" = 1'-0"
WEST ELEVATION
4'0 8' 16'
SCALE: 1/8"=1'-0"
GENERAL NOTES:
1. EXPOSED WOOD TRUSSES AND WOOD
COLUMNS TO BE STAINED IN THE SAME COLOR.
A-301
HALL
VISITOR
CONTACT
CONFERENCE/BREAK
ALUMINUM DOOR
FIBER CEMENT BOARD
SIDING
8" STRUCTURAL
INSULATED PANELS (SIPS)
WEATHER BARRIER
MEMBRANE
CONCRETE STOOP -
SEE STRUCTURAL
A-302
A-302
SIM
T.O. MID ROOF
123'-6"
T.O. ROOF
121'-2"
T.O. HIGH ROOF
126'-2"
A-302
CRAWL SPACE
A-302
SIM
OPEN OFFICE
LEVEL 1
100'-0"
T.O. WALL
110'-0"
OFFICE
OPEN OFFICE
GYPSUM CONCRETE ON 3/4"
PLYWOOD ON ENGINEERED
WOOD JOISTS - SEE
STRUCTURAL
PREFINISHED
METAL RIDGE CAP
RIGID INSULATION OVER
DAMPPROOF MEMBRANE
CONCRETE FOUNDATION
AND FOOTING - SEE
STRUCTURAL
PREFINISHED METAL
GUTTER AND DOWNSPOUT
FIBERGLASS WINDOW
SYSTEM
8" STRUCTURAL
INSULATED PANELS (SIPS)
FIBER CEMENT BOARD SIDING
A-502
2A-302
T.O. MID ROOF
123'-6"
CRAWL SPACE
LEVEL 1
100'-0"
VISITOR
CONTACT
VESTIBULE
GYPSUM CONCRETE ON 3/4"
PLYWOOD ON ENGINEERED
WOOD JOISTS - SEE
STRUCTURAL
SPRAY FOAM INSULATION
UNDER FLOOR
PREFINISHED METAL
RIDGE CAP
STONE VENEER AT COLUMN
BASE WITH LIMESTONE CAP
10 X 10 STAINED TIMBER
COLUMN - (TYP)
STAINED HEAVY
TIMBER TRUSS
STOREFRONT
GLAZING AND
FRAMING
T.O. HIGH ROOF
126'-2"
A-302
TRUSS BEARING
114'-3"
CRAWL SPACE
10 X 10 STAINED
TIMBER
COLUMN - (TYP)
A-301
ENTRANCE TRUSS
BEARING
112'-0"
RIDGE BEAM - SEE STRUCTURAL
LEVEL 1
100'-0"
T.O. WALL
110'-0"
CONFERENCE/BREAK
100A 102
EXTERIOR LIGHTING,
SEE ELECTRICAL
STAINED HEAVY TIMBER
TRUSS
STANDING SEAM
METAL ROOF SYSTEM
PREFINISHED METAL
RIDGE CAP
RIGID INSULATION OVER
DAMPPROOF
CONCRETE FOUNDATION
AND FOOTING - SEE
STRUCTURAL
PREFINISHED STANDING
SEAM METAL ROOF
SYSTEM
A-301
SIM
T.O. HIGH ROOF
126'-2"
CRAWL SPACE
GALVANIZED, INSULATED
HOLLOW METAL DOORS AND
FRAME - PRIME & PAINT
LEVEL 1
100'-0"
ENTRANCE TRUSS
BEARING
112'-0"
/8
STANDING SEAM METAL
ROOF SYSTEM ON SIPS
2X6 RAFTER - SEE STRUCTURAL
PREFINISHED METAL GUTTER
FIBER CEMENT BOARD FASCIA
FIBER CEMENT BOARD SOFFIT
WOOD BEAM SEE STRUCTURAL
10X10 TIMBER COLUMN (TYP) -
STAINED
STAINED EXPOSED
ARCHITECTURAL TRUSS
STAINED 1X6
TONGUE AND
GROOVE WOOD ON
2X6 RAFTERS
PREFINISHED METAL RIDGE CAP
7" / 12"7" / 12"
A-302
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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BUILDING SECTIONS
2022.05.09
A-301
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
1/8" = 1'-0"
W-E SECTION
1/8" = 1'-0"
SECTION AT OFFICES
4'0 8' 16'
SCALE: 1/8"=1'-0"
1/8" = 1'-0"
SECTION AT VISITOR CONTACT
1/8" = 1'-0"
SECTION AT CONFERENCE/BREAK
1/8" = 1'-0"
SECTION THRU SOUTH ENTRANCE
C
PREFINISHED STANDING SEAM
METAL ROOF SYSTEM
FILL WITH CLOSED CELL
SPRAY FOAM INSULATION
GYP CEILING ON
STUD FRAMING - SEE
REFLECTED CEILING
PLAN
5/8" GYP. WALL BOARD
1/2" TYPE X GYPSUM
BOARD ATTACHED TO
BOTTOM OF SIPS
432 SF
VISITOR
CONTACT
VERTICAL FIBER CEMENT
SIDING WITH BATTEN
BOARDS @ 1'-0" OC
STRUCTURAL INSULATED
PANEL SYSTEM (SIPS) ON
WOOD TRUSSES - SEE
STRUCTURAL
STRUCTURAL
INSULATED PANEL
SYSTEM (SIPS) ON
WOOD TRUSSES - SEE
STRUCTURAL
TRUSS BEARING
114'-3"
ENGINEERED WOOD
JOISTS - SEE
STRUCTURAL
5/8" GYP WALL
BOARD BOTH SIDES -
EXTEND GYP WALL
BOARD TO BOTTOM
OF ROOF
EXPOSED WOOD
TRUSS - SEE
STRUCTURAL
STANDING SEAM METAL
ROOF SYSTEM
GYPSUM CONCRETE
ON 3/4" PLYWOOD
ON ENGINEERED
WOOD JOISTS
R38 SPRAY
FOAM BETWEEN
JOIST
INSULATED METAL
PANEL SHEATHING
2x's WOOD HEADER -
SEE STRUCTURAL
1/2" OSB BACKING ON
WOOD STUD THIS SIDE
ONLY
END TRUSS
1/2" OSB 2X6 INFILL
1/2" TYPE "X" GYP
BOARD OVER SIPS
"J" CLOSURE
PREFINISHED METAL RAKE TRIM
18 GA SUPPORT PLATE
SELF - ADHERED
MEMBRANE
UNDERLAYMENT
1x PREFINISHED FIBER
CEMENT TRIM
PREFINISHED FIBER
CEMENT BOARD SOFFIT
SELF - ADHERED
MEMBRANE
UNDERLAYMENT -
WRAP AROUND ROOF
OVERHANG AND LAP
UNDER WALL
WEATHER BARRIER
MEMBRANE
1' - 8 1/2"
LEVEL 1
100'-0"
T.O. WALL
110'-0"
3" CONCRETE BUILDING
PROTECTION STRIP - SLOPE
@ 1/4" PER FOOT AWAY FROM
BUILDING - SEE CIVIL
HORIZ. FIBER CEMENT
BOARD SIDING
8" STRUCTURAL INSULATED
PANELS (SIPS)
5/8" GYP WALL BOARD, TYP
GYPSUM CONCRETE OVER 3/4
PLYWOOD ON ENGINEERED
WOOD FLOOR JOIST - SEE
STRUCTURAL
2" RIGID INSULATION OVER
DAMPPROOF MEMBRANE
CONCRETE FOUNDATION -
SEE STRUCTURAL
R38 SPRAY FOAM
INSULATION
PRE-ENGINEERED ROOF
TRUSSES
STANDING SEAM METAL ROOF
SYSTEM OVER ROOFING
UNDERLAYMENT
1X FIBER CEMENT
FASCIA BOARD
FIBER CEMENT SOFFIT
PANEL
BLOCKING AND SPRAY FOAM
INSULATION BETWEEN TRUSSES
PREFINISHED METAL GUTTER
FIBERGLASS WINDOW
2X4 FIBER CEMENT BOARD
HORIZONTAL TRIM
A-501
A-501
A-501
15 MIL POLYETHYLENE VAPOR BARRIER -
APPLY CONTINUOUS SEALANT OR
MANUFACTURE'S INSTALLATION TAPE AT
TOP EDGE OF BARRIER
PERFORATED PERIMETER
DRAIN - SEE CIVIL
DRAINAGE/PROTECTION
BOARD W/ GEOTEXTILE
2X10 CONT. WOOD BLOCKING
GALVANIZED JOIST HANGER
STRUCTURAL INSULATED
PANEL SYSTEM (SIPS)
PREFINISHED 4"X5" CLOSED FACE
DOWNSPOUT - TYPICAL
ACT CEILING - SEE
REFLECTED CEILING PLAN
SEE CIVIL SHEETS AND DETAILS
FOR DOWNSPOUT EXTENSIONS
AND SPLASH PADS
2' - 0"
/2
1/2" TYPE "X" GYP WALL
BOARD, TYP
LEVEL 1
100'-0"
T.O. WALL
110'-0"
E
T.O. ROOF
121'-2"
STRUCTURAL INSULATED
PANEL SYSTEM (SIPS) ON
WOOD TRUSSES - SEE
STRUCTURAL
PREFINISHED FIBER
CEMENT BOARD
SOFFIT
PREFINISHED FIBER
CEMENT BOARD FASCIA
VERTICAL FIBER
CEMENT BOARD
SIDING WITH BATTEN
BOARDS @ 1'-0" OC
8" STRUCTURAL
INSULATED PANEL
SYSTEM (SIPS)
GALVANIZED, INSULATED
HOLLOW METAL DOOR
AND FRAME - PRIME AND
PAINT
CONCRETE
STOOP - SEE
STRUCTURAL
ACT
CEILING
GYPSUM
CONCRETE ON
3/4" PLYWOOD ON
ENGINEERED
WOOD JOIST -
SEE STRUCTURAL
2" RIGID
PERIMETER
INSULATION
CONCRETE
FOOTING - SEE
STRUCTURAL
A-501
A-501
A-501
CRAWL SPACE
"J" CLOSURE
PREFINISHED METAL RAKE TRIM
18 GA SUPPORT PLATE
SELF ADHERED MEMBRANE
UNDERLAYMENT
PREFINISHED STANDING SEAM
METAL ROOF SYSTEM
1X PREFINISHED FIBER
CEMENT BOARD TRIM (TYP)
2' - 0"
LEVEL 1
100'-0"
PREFINISHED
STANDING SEAM
METAL ROOF SYSTEM
STRUCTURAL
INSULATED PANEL
SYSTEM (SIPS) ON
WOOD TRUSSES -
SEE STRUCTURAL
VERTICAL FIBER CEMENT
BOARD SIDING WITH
BATTEN BOARDS @ 1'-0"
OC
8" STRUCTURAL
INSULATED PANEL
SYSTEM (SIPS)
5/8" GYP WALL BOARD
A-501
A-501
ALUMINUM
STOREFRONT DOOR
AND FRAME
HORIZONTAL FIBER
CEMENT BOARD SIDING
FOUNDATION SEE
STRUCTURAL
EXIT SIGN -
SEE
ELECTRICAL
WEATHER BARRIER
MEMBRANE
PREFINISHED FIBER
CEMENT 1X TRIM
SELF ADHERED
MEMBRANE
UNDERLAYMENT
LEVEL 1
100'-0"
STEEL SILL PLATE, SET IN
CONCRETE
STONE VENEER SET IN
MORTAR
PREFINISHED STANDING
SEAM METAL ROOF
SYSTEM
1X FIBER CEMENT FASCIA
7"X5.5" PREFINISHED GUTTER
LIMESTONE CAP
SEALANT ALL AROUND
10X10 STAINED TIMBER
COLUMN - TYP.
HEAVY TIMBER TRUSS
6X8 STAINED TIMBER BEAM
BEYOND - SEE STRUCTURAL
CONCRETE
FOUNDATION -
SEE STRUCTURAL
ENTRANCE TRUSS
BEARING
112'-0"
1' - 0"
1"
FLASHING
1"
4"X5" PREFINISHED CLOSED
FACE METAL DOWNSPOUT -
TYPICAL
SEE CIVIL SHEETS AND DETAILS
FOR DOWNSPOUT EXTENSIONS
AND SPLASH PADS
PREFINISHED METAL FLASHING
STRUCTRURAL INSULATED
PANEL SYSTEM (SIPS)
SELF - ADHERED MEMBRANE
UNDERLAYMENT
CLIP WITH FASTENER
PREFINISHED FIBER CEMENT
SOFFIT RETURN - PROVIDE
BLOCKING AS REQUIRED
4 1/4" 1' - 1 3/4"
EXTRA BLOCKING IN
CEILING AT 12" OC
3/4" PLYWOOD
SECURITY LATH INSTALLED OVER
PLYWOOD PER MANUFACTURER'S
SPECIFICATIONS
(2) LAYERS 5/8" TYPE X GYP. WALL BOARD
5/8" GYP. WALL
BOARD AT
UNDERSIDE OF
JOIST/TRUSS
SECURITY LATH INSTALLED
OVER GYP BOARD, ATTACH
TO JOIST/TRUSS FRAMING
MEMBERS
3/4" PLYWOOD
5/8" GYP. WALL BOARD
3/4" PLYWOOD 2X WOOD BLOCKING
AS NECESSARY
SOUND BATT INSULATION
2X WOOD STUD FRAMING
BASE AS SCHEDULED
NOTES:
1. WALLS ARE TO EXTEND AND SOLIDLY ATTACH TO THE STRUCTURE
ABOVE
2. SECURITY LATH IS TO WRAP CONTINUOUSLY FROM THE WALLS UP
AND OVER THE CEILING
3. ATTACH BLOCKING AND PLYWOOD WITH SCREWS AT 8" OC TO
REINFORCE CONNECTIONS
4. PROVIDE AN EXHAUST FAN
5. PROVIDE A SECURE DOOR LOUVER WITHIN THE STEEL DOOR
OFFICE
SECURE STORAGE
PREFINISHED STANDING SEAM
METAL ROOF SYSTEM
STRUCTURAL INSULATED
PANEL (SIPS)
2X6 RAFTER - SEE STRUCTURAL
STAINED 1X6 TONGUE AND
GROOVE WOOD CEILING
7" X 5.5" PREFINISHED
METAL GUTTER
FIBER CEMENT BOARD FASICIA
FIBER CEMENT BOARD SOFFIT
WOOD BEAM - SEE
STRUCTURAL
WOOD COLUMN BEYOND
EXPOSED TRUSS BEYOND -
STAINED
PREFINISHED METAL FLASHING
1' - 1 3/4"
SELF-ADHERED MEMBRANE
UNDERLAYMENT
/2
ENTRANCE
TRUSS BEARING
112'-0"
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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WALL SECTIONS
2022.05.09
A-302
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
0 1' 2' 4'
SCALE: 1/2"=1'-0"
1/2" = 1'-0"
WALL SECTION
1/2" = 1'-0"
WALL SECTION AT OFFICES
1/2" = 1'-0"
WALL SECTION - EAST
1/2" = 1'-0"
WALL SECTION THRU STOREFRONT
1/2" = 1'-0"
SECTION AT EXTERIOR COLUMN
1/2" = 1'-0"
WALL SECTION AT SECURITY ROOM
3/4" = 1'-0"
EAVE DETAIL AT ENTRANCE
FD
FD
FD
RESTROOM
RESTROOM
A-401
MG
A-401
7 SIM
GB
1' - 6" 1' - 7 1/2" 2' - 0" 1' - 6 1/4"
TTD
/2
/2
8' - 2"
GB
TTD
MG
S
IM
12SIM
S
IM
BCS
1' - 6" 4' - 9" 1' - 7 1/2"
4' - 9"
HD
HD
E
F
E
J
E
E
SD
SD
RESTROOM
A-401 35
TTD
GB
8' - 7 1/2"
MG
MOP SINK
SHELVING -
SEE DETAIL
9/A-504
A-401
1' - 5" 4' - 8 1/2" 1' - 5 1/8"
MH
HD
SD
E
E
F
G
MG
GB
GB
TILE COVE BASE
CERAMIC TILE
TYPE 1
1' - 6 5/8" 4' - 9" 1' - 5 1/4"
LIGHT FIXTURE -
SEE ELECTRICAL
HD
TTD
GB
TILE COVE BASE
CERAMIC TILE
TYPE 1
4' - 0"
GB
GB
TTD
M
IN
CERAMIC TILE
TYPE 1
GYP WALL -
PRIME AND
PAINT
TILE COVE
BASE
3' - 7"
M
IN
GB
TTD
MG
GYP. WALL -
PRIME AND
PAINT
TILE COVE BASE
CERAMIC TILE
TYPE 1
GB
1' - 5" 1' - 5"
3' - 0" 6"
4' - 8 1/2"
HD
LIGHT FIXTURE -
SEE ELECTRICAL
(TYP)
CERAMIC
TILE
TYPE 1
GYP WALL -
PRIME AND
PAINT
TILE COVE
BASE
SD
RH
GB
TTD
GYP WALL -
PRIME AND
PAINT
CERAMIC TILE
TYPE 1
TILE COVE
BASE
GB
3' - 0"
M
IN
CERAMIC TILE
TYPE 1
GYP WALL -
PRIME AND
PAINT
TILE COVE BASE
STROBE
LIGHT - SEE
ELECTRICAL
SD
HD
RH
GYP WALL -
PRIME AND
PAINT
CERAMIC TILE
TYPE 1
TILE COVE BASE
" CERAMIC
TILE TYPE 1
MOP SINK - SEE
PLUMBING
PLAM SHELF
GYP WALL -
PRIME AND PAINT
MH
MOP SINK -
SEE
PLUMBING
WALL TILE
TYPE 1
GYP WALL -
PRIME AND
PAINT
MH
RESILIENT
BASE - SEE
SCHEDULE
PLAM
SHELF
PLAM
SHELF
PLAM
SHELF
ALUMINUM SHELF
SUPPORT
BRACKET
GYP WALL -
PRIME AND
PAINT
EQEQEQ
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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ENLARGED PLANS & ELEVATIONS
2022.05.09
A-401
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
1/2" = 1'-0"
RESTROOMS 103 & 104
1/2" = 1'-0"
RESTROOM 123
ENLARGED PLAN NOTES:
TOILET ACCESSORY LEGEND
MARK DESCRIPTION
BCS BABY CHANGING STATION
GB 36" HORIZONTAL GRAB BAR, 42" HORIZONTAL GRAB
BAR, 18" VERTICAL GRAB BAR
HD ELECTRIC HAND DRYER
MG 24" x 36" MIRROR
MH MOP AND BROOM HOLDER
RH SURFACE MOUNTED ROBE HOOK
SD SOAP DISPENSER
TTD TOILET TISSUE DISPENSER
1. WALLS ARE FULL HEIGHT TO UNDERSIDE OF STRUCTURE
UNLESS NOTED OTHERWISE. ALLOW FOR DEFLECTION.
2. DIMENSIONS ARE TO FACE OF STUDS OR SIPS PANELS
UNLESS NOTED OTHERWISE.
3. WALL PENETRATIONS:
A. ALLOW FOR EXPANSION WHEN REQUIRED OR AS
INDICATED BY OTHER DISCIPLINES.
4. SEE A101 FOR WALL TYPES.
5. DOOR RETURN - MINIMUM OF 4" ON HINGE SIDE.
6. FLOOR DRAINS: NOT ALL FLOOR DRAINS ARE SHOWN ON
ARCHITECTURAL PLANS. SEE PLUMBING DRAWINGS FOR
LOCATION AND TYPE OF FLOOR DRAINS.
7. PROVIDE BLOCKING IN PARTITION WALLS AS FOLLOWS:
A. WOOD BLOCKING AND METAL REINFORCEMENT
INSTALLED DURING CONSTRUCTION TO SUPPORT
WALL HUNG ITEMS AND FIXTURES.
8. SEE SPECIFICATIONS FOR TOILET ACCESSORIES.
0 1' 2' 4'
SCALE: 1/2"=1'-0"
1/2" = 1'-0"
103-104 RESTROOM SOUTH ELEVATION
1/2" = 1'-0"
103-104 RESTROOM WEST ELEVATION
1/2" = 1'-0"
123 EAST ELEVATION
1/2" = 1'-0"
123 SOUTH ELEVATION
1/2" = 1'-0"
123 WEST ELEVATION
1/2" = 1'-0"
123 NORTH ELEVATION
1/2" = 1'-0"
103-104 RESTROOM EAST ELEVATION
1/2" = 1'-0"
103-104 RESTROOM NORTH ELEVATION
1/2" = 1'-0"
124 INTERIOR ELEVATION - EAST
1/2" = 1'-0"
124 INTERIOR ELEVATION - NORTH
1/2" = 1'-0"
SHELVING ELEVATION
FD MEANS FLOOR DRAIN
FAA
3 DD
A-402 32
A-402 5
WORK ROOM
ADMIN
QUARTZ COUNTERTOP
PLAM COUNTERTOP
QUARTZ COUNTERTOP
12' - 0"
4' - 0" 4' - 0" 4' - 0"
/2
/2
4' - 0" 4' - 0" 4' - 0"
ALIGN WALL
A-503
Sim
/4
G
G
A
A
G
G
A-402
8CONFERENCE/BREAK
REFRIGERATOR
LVT
LVT
CARPET
CARPET
" DISPOSAL
17' - 6"
SINKSTOVE
A-504
3' - 0" 3' - 0" 2' - 0" 1' - 6"
2' - 9" 3' - 0" 3' - 0" 2' - 9"
FILLER1 5/8"
GYP WALL
SOFFIT - PRIME
AND PAINT
QUARTZ
BACKSPLASH
QUARTZ
COUNTERTOP
FILLER
1 1/2"
2"
SCRIBE
1 1/4"
SCRIBE
3' - 0"3' - 0"3' - 0"
FILLER
QUARTZ
BACKSPLASH
3 1/4" 2" FILLER
3' - 0" 1' - 0"
17' - 9"
QUARTZ
COUNTERTOP
TILE BACKSPLASH
TYPE 2
GYP WALL SOFFIT -
PRIME AND PAINT
3' - 0" 3' - 0" 1' - 0" 3' - 0" 1' - 0" 2' - 9"
REF
RESILIENT BASE
FE
FE
FE
ELECTRIC
RANGE
QUARTZ
COUNTERTOP
2' - 6"
FE
MICROWAVE
- DIRECT
VENT
3' - 0"
FE
UNDER CABINET
LIGHTS - SEE
ELECTRICAL
FE
1' - 0" 2' - 9"1' - 0" 2' - 6"
1' - 0"
3' - 0"
3"
NOTE: "FE" MEANS
"FINISHED END" THIS
DRAWING ONLY
GYP WALL CEILING -
PRIME AND PAINT
3"
SCRIBE
SCRIBE
3"
KNEE CLEARANCE
PER ADA
REQUIREMENTS
2' - 9" 3' - 0" 3' - 0" 2' - 9"
BASE AS SCHEDULED
QUARTZ BACKSPLASH
QUARTZ COUNTERTOP
1 1/4" 2"
SCRIBE
SCRIBE
GYP WALL
SOFFIT - PRIME
AND PAINT
GYP WALL
SOFFIT - PRIME
AND PAINT 2' - 9" 3' - 0" 2' - 6"
SCRIBE
3' - 0" 1' - 0" BASE AS SCHEDULED
QUARTZ
BACKSPLASH
2"FILLER
SCRIBE
FE
1 1/2" 1 3/4"
GYP. WALL PRIME AND PAINT
QUARTZ BACKSPLASH
QUARTZ COUNTERTOP
BASE AS SCHEDULED
COILING COUNTER DOOR
PREFINISHED STEEL
SUPPORT BRACKET
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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ENLARGED PLANS & ELEVATIONS
2022.05.09
A-402
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
1/2" = 1'-0"
108 WORK ROOM & 109 ADMIN
1/2" = 1'-0"
101 CONFERENCE/BREAK
1/2" = 1'-0"
108 WORK ROOM - WEST
1/2" = 1'-0"
108 WORK ROOM - NORTH
1/2" = 1'-0"
101 CONFERENCE/BREAK - NORTH
1/2" = 1'-0"
108 WORK ROOM - EAST
1/2" = 1'-0"
109 ADMIN - EAST
0 1' 2' 4'
SCALE: 1/2"=1'-0"
1/2" = 1'-0"
109 ADMIN INTERIOR ELEVATION - WEST
GENERAL NOTES:
1. SEE SHEET A-504 FOR CABINET DETAILS.
2. CABINETS TO BE STAINED WOOD UNLESS NOTED
OTHERWISE (SPECIES - OAK).
3. CABINET INTERIORS TO BE WHITE UNLESS NOTED
OTHERWISE.
J
GYP WALL -
PRIME AND
PAINT
FIBERGLASS
CASEMENT
WINDOWS -
TYPICAL
BASE AS
SCHEDULED
GYP WALL -
PRIME AND
PAINT
FIRE
EXTINGUISHER
CABINET
BASE AS
SCHEDULED
116 115 114 113
GYP WALL - PRIME
AND PAINT
WOOD DOOR
GLASS SIDE LITE
WOOD DOOR
GLASS SIDE LITE
WOOD DOOR
GLASS SIDE LITE
BASE AS SCHEDULED
HOLLOW METAL
FRAME - PRIME AND
PAINT
HOLLOW METAL
FRAME - PRIME AND
PAINT
HOLLOW METAL
FRAME - PRIME AND
PAINT
FIRE
EXTINGUISHER
CABINET
WOOD DOOR GYP WALL - PRIME AND PAINT
BASE AS SCHEDULED
HOLLOW METAL
FRAME - PRIME
AND PAINT
SHELF
COAT ROD
BASE AS
SCHEDULED
LOCKERS - SEE
SPECIFICATION
WOOD BENCH
3' - 0" 3' - 0"
SUPPORT BRACKET
E
/2
/2
LOCKER
LOCKERS
9' - 8"
3' - 2"4' - 0"2' - 6"
A-503
A-403 6
WOOD
BENCH
1' - 6"
COAT RACK
A-4036
S
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G G
G
G G
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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ENLARGED PLAN AND INTERIOR
ELEVATIONS
2022.05.09
A-403
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
1/4" = 1'-0"
112 NORTH ELEVATION
1/4" = 1'-0"
112 EAST ELEVATION
1/4" = 1'-0"
112 SOUTH ELEVATION
1/4" = 1'-0"
112 WEST ELEVATION
1/2" = 1'-0"
LOCKER - EAST ELEVATION
0 1' 2' 4'
SCALE: 1/2"=1'-0"
1/2" = 1'-0"
ENLARGED LOCKER ROOM PLAN
GENERAL NOTES:
1. SEE SHEET A-504 FOR CABINET DETAILS.
2. CABINETS TO BE STAINED WOOD UNLESS NOTED
OTHERWISE (SPECIES - OAK).
3. CABINET INTERIORS TO BE WHITE UNLESS NOTED
OTHERWISE.
0 2' 4' 8'
SCALE: 1/4"=1'-0"
EQ EQ
EQ EQ
6"
SIGN MOUNT LOCATION 1
SIGN LOCATION FOR ADA COMPLIANCE.
MOUNT SIGN ON LATCH SIDE OF DOOR.
CENTER SIGN HORIZONTALLY WITHIN
THE 18" CLEARANCE FOR ADA. SIGN
SHOULD BE MOUNTED SO BOTTOM OF
LOWEST TACTILE CHARACTER IS 48"
AFF MINIMUM.
SIGN MOUNT LOCATION 2
CENTER SIGN ON DOOR. FIELD ADJUSTMENTS MAY BE
NEEDED TO ACCOMMODATE EXISTING OBSTANCLES.
SIGNS SPECIFIED WITH THIS MOUNT SHOULD BE
INSTALLED SO BOTTOM OF LOWEST TACTILE
CHARACTER IS 48" AFF MINIMUM UNLESS OTHERWISE
NOTED. ALSO USE THIS LOCATION WHEN SIGN MOUNT
LOCATION 1 CANNOT BE ACHIEVED.
SIGN MOUNT LOCATION 3
CENTER SIGN HORIZONTALLY
WITHIN THE 18" CLEARANCE
FOR ADA. MOUNT SIGN SO
BOTTOM OF LOWEST
TACTILE CHARACTER IS 48"
AFF MINIMUM.
EQ EQ
6"
SIGN MOUNT LOCATION 4
SIGN LOCATION FOR ADA COMPLIANCE
WHERE RELITE OCCURS. CENTER SIGN
HORIZONTALLY WITHIN THE 18"
CLEARANCE FOR ADA ADJACENT TO THE
RELITE. SIGN SHOULD BE MOUNTED SO
BOTTOME OF LOWEST TACTILE
CHARACTER IS 48" AFF MINIMUM
SIGN MOUNT LOCATION 5
SIGN LOCATION FOR ADA COMPLIANCE WITH WALL MOUNT FLAG SIGN
OCCURS. MOUNT SIGN ON LATCH SIDE OF DOOR. CENTER SIGN
HORIZONTALLY ABOVE IDENTITY SIGNAGE BELOW IF PRESENT. IF NO
OTHER SIGNAGE IS PRESENT OR SIGN IS NOT LOCATED ADJACENT TO
DOOR LOCATE 6" FROM DOOR JAMB OR WALL EDGE. SIGN SHOULD BE
MOUNTED SO THAT BOTTOM OF SIGN IS 80" AFF MINIMUM.
M
IN
ALIGN WITH
CENTER OF
SIGNAGE
BELOW IF
PRESENT
6"
1/4" THK ACRYLIC
PANEL
EXIT
E Q
E
Q
TACTILE
CHARACTERS
GRADE II
BRAILLE, CLR
MOUNT AT ALL EXITS IN SIGN
MOUNT LOCATION 1 OR 4
6"
1/4" CLR ACRYLIC
PANEL W/POLISHED
EDGES, ARTWORK
2ND-SURFACE
DIGITALLY PRINTED.
FLUSH-MNT TO WALL.
NO SMOKING
WITHIN 25' OF MAIN
ENTRANCE, EXITS AND
OPERABLE WINDOWS
MOUNT AT ALL EXTERIOR DOORS IN
SIGN MOUNT LOCATION 1 OR 4
ALL-GENDER
RESTROOM
6"
SURFACE APPLIED VINYL
1/4" THK ACRYLIC
PANEL, ALL VISIBLE
SURFACES PAINTED
TACTILE CHARACTERS
GRADE II BRAILLE, CLR
MOUNT AT ALL RESTROOMS IN
SIGN MOUNT LOCATION 1
CHANGING
STATION
6"
SURFACE APPLIED VINYL
1/4" THICK ACRYLIC
PANEL, ALL VISIBLE
SURFACES PAINTED
TACTILE CHARACTERS
GRADE II BRAILLE, CLR
MOUNT AT RESTROOM 104 IN
SIGN MOUNT LOCATION 1,
ADJACENT TO ALL-GENDER
RESTROOM SIGN
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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SIGNAGE DETAILS
2022.05.09
A-410
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
0 2' 4' 6'
SCALE: 3/8"=1'-0"
3/8" = 1'-0"
SIGNAGE MOUNTING HEIGHTS, TYPICAL
3" = 1'-0"
TYPE A1
3" = 1'-0"
TYPE A2
3" = 1'-0"
TYPE A3
0 1' 2' 4'
SCALE: 1/2"=1'-0"
3" = 1'-0"
CHANGING STATION
8" SIPS WALL PANEL
FIBER CEMENT BOARD SIDING
FIBER CEMENT BOARD 1X
TRIM
WOOD BLOCKING BY SIPS
MANUFACTURER
WEATHER BARRIER MEMBRANE
GALVANIZED INSULATED
HOLLOW METAL DOOR &
FRAME
SELF-ADHERED MEMBRANE
FLASHING @ OPENING
CONTINUOUS SEALANT
AND BACKER ROD
5/8" TYPE X GYP WALL BOARD
GYP WALL BOARD RETURN
PREFINISHED METAL FLASHING
METAL CORNER BEAD -
TYPICAL
8" SIPS WALL PANEL
FIBER CEMENT BOARD SIDING
FIBER CEMENT BOARD 1X TRIM
WOOD BLOCKING BY SIPS
MANUFACTURER
WEATHER BARRIER MEMBRANE
INSULATED HOLLOW METAL
DOOR & FRAME
SELF-ADHERED MEMBRANE
FLASHING @ OPENING
CONTINUOUS SEALANT - BOTH SIDES
HOLLOW METAL FRAME
ANCHORS - 3 PER SIDE (MIN.)
5/8" TYPE X GYP WALL BOARD
GYP WALL BOARD RETURN
SEALANT
METAL CORNER BEAD -
TYPICAL
GALVANIZED INSULATED
HOLLOW METAL DOOR
GALVANIZED HOLLOW METAL
FRAME BEYOND
CONCRETE STOOP - SEE
STRUCTURAL
GRANULAR FILL
2" RIGID INSULATION
GYPSUM
CONCRETE
DOOR SWEEP
CONCRETE FOUNDATION -
SEE STRUCTURAL
ISOLATION JOINT
AND SEALANT
COMPRESSIBLE FILLE
STRIP
FLUID APPLIED
DAMPPROOFING
ALUMINUM THRESHOLD -
SET IN SEALANT BED
15 MIL
POLYETHYLENE
VAPOR
BARRIER
8" SIPS WALL PANEL
FIBER CEMENT BOARD SIDING
FIBER CEMENT BOARD 1X TRIM
WOOD BLOCKING BY SIPS
MANUFACTURER
WEATHER BARRIER MEMBRANE
SELF-ADHERED MEMBRANE
FLASHING @ OPENING
CONTINUOUS SEALANT
BOTH SIDES
3"x3" ALUMINUM TRIM
ANGLE - FRAME OPENING
PREFINISHED ALUMINUM
LOUVER
ALUMINUM CLIP ANGLE
5/8" TYPE X GYP WALL BOARD
AT INTERIOR FACE OF SIPS
WALL PANEL
PREFINISHED METAL FLASHING
8" SIPS WALL PANEL
FIBER CEMENT BOARD SIDING
FIBER CEMENT BOARD 1X
TRIM
WOOD BLOCKING BY SIPS
MANUFACTURER
WEATHER BARRIER MEMBRANE
SELF-ADHERED MEMBRANE
FLASHING @ OPENING
CONTINUOUS SEALANT -
BOTH SIDES
3"x3" ALUMINUM TRIM
ANGLE - FRAME OPENING
PREFINISHED ALUMINUM
LOUVER
5/8" TYPE X GYP WALL BOARD
SEALANT
8" SIPS WALL PANEL
FIBER CEMENT BOARD SIDING
FIBER CEMENT BOARD
1X TRIM
WOOD BLOCKING BY SIPS
MANUFACTURER
WEATHER BARRIER MEMBRANE
SELF-ADHERED MEMBRANE
FLASHING @ OPENING
SEALANT
3"x3" ALUMINUM TRIM
ANGLE - FRAME OPENING
LOUVER SILL
ANGLE
5/8" TYPE X GYP WALL BOARD
PREFINISHED METAL FLASHING
SEALANT
1/4"
8" SIPS WALL PANEL
FIBER CEMENT BATTEN BOARD
SIDING
FIBER CEMENT BOARD 1X
TRIM
WOOD BLOCKING BY SIPS
MANUFACTURER
WEATHER BARRIER MEMBRANE
SELF-ADHERED MEMBRANE
FLASHING @ OPENING
CONTINOUS SEALANT AND
BACKER ROD
FIBERGLASS WINDOW SYSTEM
5/8" TYPE X GYP WALL BOARD
METAL CORNER BEAD -
TYPICAL
PREFINISHED METAL FLASHING
GYP WALL BOARD RETURN
8" SIPS WALL PANEL
FIBER CEMENT SIDING
FIBER CEMENT 1X TRIM
WOOD BLOCKING BY SIPS
MANUFACTURER
WEATHER BARRIER MEMBRANE
SELF-ADHERED MEMBRANE
FLASHING @ OPENING
CONTINUOUS SEALANT -
BOTH SIDES
FIBERGLASS WINDOW
SYSTEM
5/8" TYPE X GYP WALL BOARD
GYP WALL BOARD RETURN
SEALANT
SEALANT - TYP.
METAL CORNER BEAD -
TYPICAL
8" SIPS WALL PANEL
FIBER CEMENT BOARD SIDING
FIBER CEMENT BOARD 1X
TRIM
WOOD BLOCKING BY SIPS
MANUFACTURER
WEATHER BARRIER
MEMBRANE
SELF-ADHERED MEMBRANE
FLASHING @ OPENING
SEALANT
5/8" TYPE X GYP WALL BOARD
FIBERGLASS WINDOW
SYSTEM
SEALANT
PREFINISHED METAL FLASHING
GYP. BD. RETURN - PAINT
METAL CORNER BEAD -
TYPICAL
8" SIPS WALL PANEL
FIBER CEMENT BOARD SIDING
FIBER CEMENT BOARD 1X
TRIM
WOOD BLOCKING BY SIPS
MANUFACTURER
WEATHER BARRIER MEMBRANE
ALUMINUM STOREFRONT AND
HEAD FRAME
SELF-ADHERED MEMBRANE
FLASHING @ OPENING
CONTINUOUS SEALANT
AND BACKER ROD
5/8" TYPE X GYP WALL BOARD
GYP WALL BOARD RETURN
PREFINISHED METAL FLASHING
STOREFRONT DOOR HEAD
AT TRANSOM
METAL CORNER BEAD - TYPICAL
4 1/2"
INSULATED, TINTED GLASS UNIT
INSULATED, TINTED TEMPERED GLASS UNIT
ALUMINUM STOREFRONT AND
HEAD FRAME
INSULATED, TINTED GLASS UNIT
8" SIPS WALL PANEL
FIBER CEMENT BOARD SIDING
FIBER CEMENT BOARD 1X
TRIM
WOOD BLOCKING BY SIPS
MANUFACTURER
WEATHER BARRIER MEMBRANE
ALUMINUM STOREFRONT
DOOR & FRAME
SELF-ADHERED MEMBRANE
FLASHING @ OPENING
CONTINUOUS SEALANT -
BOTH SIDES
5/8" TYPE X GYP WALL BOARD
GYP BOARD RETURN
SEALANT
METAL CORNER BEAD - TYPICAL
INSULATED, TINTED,
TEMPERED GLASS UNIT
ALUMINUM STOREFRONT
SILL FRAME
CONCRETE APRON - SEE
CIVIL AND STRUCTURAL
CONCRETE
FOUNDATION - SEE
STRUCTURAL
INSULATED, TINTED GLASS UNIT
CONTINUOUS SEALANT -
BOTH SIDES
COMPRESSIBLE FILLER STRIP
ALUMINUM
STOREFRONT DOOR
ALUMINUM THRESHOLD - SET
IN SEALANT BED
CONCRETE STOOP - SEE
STRUCTURAL
2" RIGID INSULATION
CONCRETE
FOUNDATION - SEE
STRUCTURAL
GYPSUM
CONCRETE
3/4" PLYWOOD
SPRAY FOAM
INSULATION
CONTINUOUS
TREATED 2X10
WOOD LEDGER
BOARD
GALVANIZED
JOIST HANGER
15 MIL
POLYETHYLENE
VAPOR BARRIER
FLUID APPLIED DAMPPROOFING
0 1' 2'
SCALE: 1 1/2"=1'-0"
1 1/2" = 1'-0"
EXTERIOR HM FRAME HEAD
1 1/2" = 1'-0"
EXTERIOR HM FRAME JAMB
1 1/2" = 1'-0"
EXTERIOR HM FRAME SILL
1 1/2" = 1'-0"
LOUVER HEAD
1 1/2" = 1'-0"
LOUVER JAMB
1 1/2" = 1'-0"
LOUVER SILL
1 1/2" = 1'-0"
WINDOW HEAD
1 1/2" = 1'-0"
WINDOW JAMB
1 1/2" = 1'-0"
WINDOW SILL
1 1/2" = 1'-0"
EXTERIOR STOREFRONT FRAME HEAD
1 1/2" = 1'-0"
EXTERIOR SF FRAME JAMB
1 1/2" = 1'-0"
STOREFRONT FRAME SILL
1 1/2" = 1'-0"
STOREFRONT DOOR SILL
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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EXTERIOR DETAILS
2022.05.09
A-501
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
3" CONCRETE BUILDING PROTECTION
STRIP - SLOPE @ 1/4" PER FOOT AWAY
FROM BUILDING - SEE CIVIL
2" RIGID INSULATION OVER
DAMPPROOF MEMBRANE
CONCRETE FOUNDATION -
SEE STRUCTURAL
R38 SPRAY FOAM INSULATION
BETWEEN JOISTS
15 MIL POLYETHYLENE VAPOR BARRIER -
APPLY CONTINUOUS SEALANT OR
MANUFACTURE'S INSTALLATION TAPE AT
TOP EDGE OF BARRIER
PERFORATED PERIMETER
DRAIN - SEE CIVIL
DRAINAGE/PROTECTION
BOARD W/ GEOTEXTILE
2X10 CONTINUOUS WOOD BLOCKING
GALVANIZED JOIST HANGER
PREFINISHED FIBER CEMENT SIDING
WEATHER BARRIER MEMBRANE
SIP PANEL (R30)
GYPSUM CONCRETE
RADIANT HEAT PIPE - SEE MECHANICAL
WALL BASE - SEE SCHEDULE
5/8" TYPE "X" GYP BOARD - PRIME
AND PAINT
FINISH FLOOR MATERIAL - SEE
ROOM FINISH SCHEDULE
PREFINISHED, HEAVY GAUGE METAL
FLASHING - SET IN SEALANT AND
NAIL @ 6" OC
FLUID APPLIED
DAMPPROOFING
2X TREATED SILL PLATE
COMPRESSIBLE FILLER STRIP
3/4" PLYWOOD SUBFLOOR
PREFINISHED STANDING
SEAM METAL ROOF SYSTEM
SELF-ADHERED MEMBRANE
UNDERLAYMENT - WRAP AROUND
ROOF OVERHANG AND LAP UNDER
WALL WEATHER BARRIER MEMBRANE
PREFINISHED METAL
FLASHING
7" X 5.5"
PREFINISHED METAL
GUTTER
1X FIBER CEMENT
FASCIA BOARD
ENGINEERED ROOF TRUSS
2X FRAMING
STRUCTURAL INSULATED
PANELS (S.I.P.)
PREFINISHED FIBER CEMENT
BOARD 1X TRIM
FIBER CEMENT BOARD SIDING
BLOCKING
BLOCKING AND SPRAY FOAM
INSULATION BETWEEN TRUSSES
CEILING FINISH AS SHOWN ON
REFLECTED CEILING PLAN
STRUCTURAL INSULATED
PANELS (S.I.P.)
CLIP WITH FASTENER
PREFINISHED FIBER CEMENT
BOARD SOFFIT PANEL
WEATHER BARRIER MEMBRANE
2' - 0"1 /2
C
10X10 STAINED TIMBER
COLUMN - 1/2" CHAMFER
AT CORNERS
LIMESTONE CAP
BEYOND
A-302
CONTINUOUS
SEALANT BEAD
AROUND WOOD
COLUMN
DOWNSPOUT
10"
C
A-302
STONE VENEER SET IN
MORTAR
10X10 TIMBER COLUMN - 1/2"
CHAMFER AT CORNERS -
SEE STRUCTURAL
CONCRETE COLUMN BASE -
SEE STRUCTURAL
DOWNSPOUT
SEALANT AT VERTICAL
LEG OF "Z" CLOSURE
RIDGE FLASHING (CAP)3/4" TURN UP
CLIP WITH
FASTENER
STRUCTURAL INSULATED
PAENL SYSTEM (SIPS)
"Z" CLOSURE
SELF-ADHERED MEMBRANE
ROOF UNDERLAYMENT
STANDING SEAM
ROOFING PANEL
WOOD BLOCKING BY SIPS
MANUFACTURER
1/2" TYPE "X" GYP BOARD OVER
SIPS
ROOF PANEL ANCHOR CLIP W/
FASTENERS
STANDING SEAM ROOF SYSTEM
SELF ADHERED MEMBRANE
ROOF UNDERLAYMENT
VERTICAL FIBER CEMENT
BOARD SIDING WITH BATTEN
AND BOARD @ 1'-0"
PREFINISHED METAL WALL FLASHING
FIELD-FORM PANEL LEG
PREFINISHED
METAL "J"
CLOSURE
INSULATED METAL
SHEATHING ON
END TRUSS
2" SPRAY FOAM
INSULATION BETWEEN
STUDS
STRUCTURAL INSULATED
PANEL SYSTEM (SIPS)
CONTINUOUS BUTYL SEALANT TAPE
1/2" OSB BACKING
BOARD
5/8" GYP WALL BOARD
1/2" GYP BOARD OVER SIPS
5/8" GYP WALL BOARD
WEATHER BARRIER MEMBRANE
A1
5/8" TYPE X GYP
WALL BOARD
8" SIPS
8" SIPS
2X BLOCKING
4X6 WOOD
COLUMN - SEE
STRUCTURAL
7/16 OSB FILLER
AT COLUMN
1X4 FIBER
CEMENT TRIMS
FIBER CEMENT
BOARD SIDING
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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DETAILS
2022.05.09
A-502
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
1" = 1'-0"
TYPICAL DETAIL AT CRAWL SPACE
1 1/2" = 1'-0"
GUTTER DETAIL
1" = 1'-0"
COLUMN DETAIL AT TOP
1" = 1'-0"
COLUMN DETAIL AT BASE
1 1/2" = 1'-0"
RIDGE DETAIL
3" = 1'-0"
RAKE TO SIDING WALL DETAIL
0 6" 1' 2'
SCALE: 1" =1'-0"
0 1' 2'
SCALE: 1 1/2"=1'-0"
1" = 1'-0"
CORNER COLUMN DETAL
2X WOOD BLOCKING
METAL CORNER BEAD
WALL TYPE PER
FLOOR PLAN
ROLLING COUNTER
HOOD ASSEMBLY
ROLLING COUNTER DOOR
GUIDE
ROLLING COUNTER DOOR
PROVIDE ADDITIONAL
BLOCKING AS NEEDED
TO SUPPORT HOOD
ASSEMBLY
PLYWOOD BACKING
METAL CORNER BEAD
BLOCKING
WALL TYPE PER
FLOOR PLAN
OH DOOR
DOOR GUIDE
HEAD PLATE
BEYOND
WOOD BLOCKING
SEALANT BEAD
5/8" TYPE X GYP
BOARD BOTH SIDES -
PRIME AND PAINT
ROLLING COUNTER DOOR
RECEPTION COUNTER
DOOR GUIDE
2' - 6"
/4
18"X18" PREFINISHED STEEL
SUPPORT BRACKET
A F
F
2X WOOD BLOCKING
CONTINUOUS SEALANT BEAD
HOLLOW METAL FRAME
WOOD DOOR
WALL TYPE PER
FLOOR PLAN
CONTINUOUS SEALANT BEAD
HOLLOW METAL FRAME
WOOD DOOR
HOLLOW METAL FRAME
ANCHOR - 3 PER JAMB
(MIN.)
2X WOOD BLOCKING
WALL TYPE PER
FLOOR PLAN
1' - 4"
C L
H A
N G
E R
R O
D
PLAM SHELF
BLOCKING
HANGER ROD
WALL TYPE
PER PLAN
1' - 4"
PLASTIC LAMINATE
SHELF
2X WOOD BLOCKING
(TYPICAL)
WALL TYPE
PER PLAN
1' - 4"
1' - 4"
ALUMINUM SUPPORT
BRACKET (TYPICAL)
BASE AS SCHEDULED
QUARTZ COUNTERTOP
WITH EASED SELF EDGE
(MATCH KITCHENETTE)
1X4 VERTICAL OAK T&G
2X FRAMING
BASE AS SCHEDULED
18" X 18" PREFINISHED
STEEL SUPPORT BRACKET
/2
2' - 6"
6 1/2"
3/4" PLYWOOD SUBTRATE
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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DETAILS
2022.05.09
A-503
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
1 1/2" = 1'-0"
INTERIOR ROLLING COUNTER DOOR HEAD
1 1/2" = 1'-0"
INTERIOR ROLLING COUNTER DOOR JAMB
1 1/2" = 1'-0"
INTERIOR ROLLING COUNTER DOOR SILL
1 1/2" = 1'-0"
INTERIOR HOLLOW METAL FRAME HEAD
1 1/2" = 1'-0"
INTERIOR HOLLOW METAL FRAME JAMB
0 1' 2' 3'
SCALE: 3/4"=1'-0"
3/4" = 1'-0"
TYPICAL CLOSET DETAIL
3/4" = 1'-0"
SHELVING
3/4" = 1'-0"
RECEPTION DESK SECTION
0 1' 2'
SCALE: 1 1/2"=1'-0"
2' - 0"
COUNTERTOP WITH EASED SELF
EDGE SEE PLAN
S E
E E
L E
V A
T
IO
N S
V A
R
IE
S
/2
DRAWER ON HEAVY DUTY GLIDES
PULL TYP. REFER TO FINISH SCHEDULE
3/4" PLYWOOD W/ BASE AS SCHEDULED
ADJ. SHELVES; 3/4" PLYWOOD,
PROVIDE 4 MTL SUPPORT CLIPS PER
SHELF & MOUNTING HOLES AT 1 1/4"
O.C. IN END PANELS
*SEE ENLARGED PLAN VIEWS FOR CONDITIONS WHERE
COUNTERTOP EQUIPMENT REQUIRES ADDITIONAL DEPTH.
BACK SPLASH
3/4" QUARTER SAWN RED OAK
WOOD DOOR FACE
3/4" QUARTER SAWN RED OAK VENEER
PLYWOOD (ONE SIDE ONLY)
3"
1' - 1"
ADJ. SHELVES; 3/4" PLYWOOD,
PROVIDE 4 MTL SUPPORT CLIPS
PER SHELF & MOUNTING HOLES
AT 1 1/4" O.C. IN END PANELS
3/4" QUARTER SAWN RED OAK
WOOD DOOR FACE
DOOR PULLS, SEE
FINISH SCHEDULE
2X BLOCKING IN WALL AS
REQUIRED
3/4" QUARTER SAWN RED OAK
VEENER PLYWOOD BOTTOM
(BOTH SIDES)
1 1/2"
GYP WALL SOFFIT
CEILING - SEE
REFLECTED CEILING
PLAN
ROOF TRUSS - SEE
STRUCTURAL
2X WOOD SOFFIT
FRAMING
FLAT PANEL DRAWERS
DARK BRONZE HARDWARE
FLAT PANEL
SPECIES: OAK
RAISED PANEL
1' - 1"
3/4" QUARTER SAWN RED OAK
DOOR FACE
DOOR PULLS, SEE
FINISH SCHEDULE
2X BLOCKING IN WALL AS
REQUIRED
3/4" QUARTER SAWN RED OAK
VEENER PLYWOOD BOTTOM
GYP WALL SOFFIT - PRIME
AND PAINT
CEILING - SEE
REFLECTED
CEILING PLAN
1 1/2"
ROOF TRUSS - SEE
STRUCTURAL
2X WOOD SOFFIT
FRAMING
LUXURY VINYL TILE
FUSION TRANSITION STRIP 721
CARPET
GYPSUM CONCRETE ON
3/4" PLYWOOD SUBFLOOR
RECESSED REMOVEABLE FLOOR HATCH -
SET IN CONTINUOUS SEALANT
2" FOIL POLYISOCYANURATE
INSULATION AT FLOOR HATCH
NOTE: CENTER ACCESS PANEL BETWEEN TRUSSES
ENGINEERED WOOD
FLOOR JOIST - SEE
STRUCTURAL
R38 SPRAY FOAM
INSULATION
GASKET AROUND
HATCH
2X2 NAILER AROUND OPENING
2X WOOD BLOCKING
1 1/2" X 1 1/2" ALUMINUM
ANGLE
ENGINEERED WOOD
FLOOR JOIST - SEE
STRUCTURAL
SPRAY FOAM
INSULATION
1 1/2" GYPSUM
CONCRETE
/2
LUXURY VINYL
TILE (LVT)
(TRAFFIC DIMENSION)
FLOOR GRID LENGTH - SEE PLAN
1/4"
VINYL UNDERSLUNG REDUCER
(WHERE FLOOR GRID IS ADJACENT
TO LUXURY VINYL TILE (LVT))
GROUT PER
MANUFACTURER
RECOMMENDATIONS
EXTRUDED VINYL FILLER
1/2" CEMENT BOARD
ALUMINUM FLOOR GRID
SYSTEM
EXTRUDED ALUMINUM
FLOOR GRID FRAME
1 1/2" X 1 1/2" ALUMINUM
ANGLE
GROUT PER MANUFACTURER
RECOMMENDATIONS
1 1/2" GYPSUM CONCRETE
3/4" PLYWOOD SUBFLOORANCHOR FRAME PER
MANUFACTURER'S
RECOMMENDATIONS
1/4"
PLYWOOD SUBSTRATE W/ QUARTZ
COUNTERTOP & SELF EDGE
T O
P O
F C
O U
N T
E R
I F
U N
D E
R M
O U
N T
S
IN
K
M A
X T
O T
O P
O F
S
IN
K O
R
3/4" CASEWORK FACE -
MATCH CABINETS W/ BASE
AS SCHEDULED
/2
GARBAGE DISPOSAL - SEE
PLAN FOR LOCATION
REMOVABLE 3/4" CASEWORK
FACE - MATCH CABINETS
6" 6" 3" 8"
1X WOOD BLOCKING
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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DETAILS
2022.05.09
A-504
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
1 1/2" = 1'-0"
CASEWORK - TYP BASE CABINET
1 1/2" = 1'-0"
CASEWORK - TYP UPPER CABINET
1 1/2" = 1'-0"
CASEWORK STYLE
1 1/2" = 1'-0"
CASEWORK - UPPER CABINET
3" = 1'-0"
FLOOR TRANSITION - LUXURY VINYL TILE TO CARPET
1 1/2" = 1'-0"
FLOOR HATCH DETAIL
1 1/2" = 1'-0"
WALK OFF MAT DETAIL
0 1' 2'
SCALE: 1 1/2"=1'-0"
0 1' 2'
SCALE: 3"=1'-0"
6"
1 1/2" = 1'-0"
ADA ACCESS SINK BASE
CA
2" VARIES 2"
5' - 0"
2" 3' - 0" 2" 1' - 6" 2"
TYPE 1
TYPE 3
FULL GLASS
FLUSH
LOUVERED
S
E E
S C
H E
D
S E
E S
C H
E D
SCHED
SEE
SCHED
SEE
HALF GLASS
S E
E S
C H
E D
6" 6"
SCHED
SEE
SCHED
SEE
S E
E S
C H
E D
COILING
COUNTER DOORS
4' - 0"
5" 5"
1' - 0"
EQ EQ
S E
E S
C H
E D
SCHED
SEE
TYPE 2
TYPE 3 TYPE 2
TYPE 2
TWO PANES GLASS
W2W1
5' - 0" 2' - 6"
13' - 9 1/2"
SF1 - SOUTH STOREFRONT ELEVATION SF2 - NORTH STOREFRONT ELEVATION - EXTERIOR
TYPE 2
TYPE 2
TYPE 2
ENTRANCE TRUSS
BEARING
112'-0"
3' - 0" 2"
1' - 10 1/8"
EQ EQ EQ EQ EQ
10' - 0"
TYPE 2
TYPE 2
TYPE 2
/4
/4
1' - 10"6' - 0"1' - 10"2" 2"
REMOVABLE
MULLION
10' - 0"
TYPE 1
TYPE 1
TYPE 1
SF3 - NORTH STOREFRONT ELEVATION - INTERIOR
/4
/4
REMOVABLE
MULLION
2"1' - 8"2"6' - 0"2"1' - 8"2"
DRAWING NO.DATE
SUB-SHEET
SHEETDRAWNDESIGNED CHECKED
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SCHEDULES
2022.05.09
A-601
AJHCHCH
NEW HEADQUARTERS AND VISITOR CENTER
LONG LAKE NWR
DOOR SCHEDULE
DOOR
NO.
DOOR PANEL DOOR
TYPE
FRAME DETAILS GLAZING
SIZE
HARDWARE
SET REMARKSWIDTH HEIGHT MATL LEAVES TYPE MATL HEAD JAMB SILL
100A 6'-0" 7'-0" HM 2 2 C HM 15/A-501 16/A-501 17/A-501 06 2
100B 3'-0" 7'-0" WD 1 1 C HM 11/A-501 12/A-501 - 12
101A 3'-0" 7'-0" HM 1 4 C HM 15/A-501 16/A-501 17/A-501 4" X 30" 05 1, 2
101B 3'-0" 7'-0" WD 1 3 C HM 11/A-501 12/A-501 - 24" X 24" 10
102 3'-0" 7'-0" WD 1 2 C HM 11/A-501 12/A-501 - 12
103 3'-0" 7'-0" WD 1 2 C HM 11/A-501 12/A-501 08
104 3'-0" 7'-0" WD 1 2 C HM 11/A-501 12/A-501 08
106A 6'-0" 8'-0" ALUM 2 1 SF2 ALUM 18/A-501 19/A-501…
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