ATTACHMENT 5 - Drawings - Architectural - Vol 2.pdf
PDF 12 MB Posted
- Solicitation number
- 36C77623B0075
About this file
This document provides details for a federal contract opportunity to construct a mental health outpatient building for the Department of Veterans Affairs. Solicitation number 36C77623B0075 calls for the construction of Mental Health Outpatient Building 52 on a minor basis in Fargo, North Dakota. Interested parties should respond with bids by the specified deadline. The associated file is a 12MB set of architectural drawings in PDF format providing further specifications and requirements for the project. The contracting agency is the Department of Veterans Affairs Technology Acquisition Center located in Austin, Texas.
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LEVEL 1
0"
LEVEL 2
14' - 0"
PENTHOUSE
28' - 0"
G
7' -0
7'
-0
ELEV.
EQUIP.
CORR
CORR
G.4
ELEVATOR SUMP
PIT BEYOND. SEE
STRUCTURAL
'-8
/2
C
LE
A
R O
V E
R H
E A
D H
T
WP-1 BITUMINOUS SHEET
WATERPROOFING
ELEV PIT AND SUMP PIT PROVIDE
WATERSTOPS AT ALL POUR
TRANSITIONS - TYP
6" MIN WASHED GRAVEL
PIT LADDER
SEE F8/AE417
G.6
142400-A
142400-I
142400-G
FLOOR AND CEILING AT ELEVATOR SHAFT
TO BE UL D705 ASSEMBLY078100-A
4' -0
G
H
F6
AE417
G.4
G.8
142400-G
142400-A
1'-0 3/4" 1'-4 5/8" 3'-8 3/4" 10'-4 5/8" 1'-11 3/4" 4 1/4"
3/ 4"
1' -3
/4
H O
IS
T
W A
Y
G C
S H
A
LL
C O
N F
IR
M
S
IZ
E P
E R
F
IN
A L
E L E
V A
T O
R S
E
LE
C T
IO
N
9' -4
CLOSET
ELEV. EQUIP.
COMM / EHRM
ELEV
ELEVATOR CAR 2
ELEVATOR CAR 1
AE417
C7
142400-F
HOISTWAY - GC SHALL CONFIRM SIZE PER FINAL ELEVATOR SELECTION
17'-8"
2' -0
2'
-6
5/
8"
3'-9" 7 5/8"
D
D3
C
C
A3
D
B1
A3
B1
B1
B
A4
A3
4'-1" 17'-8"
FEC
D1
D
A3
C
C C C
10'-8 3/4"
CG CG
4'-1"
2'-4"
CG
G.6
FEC
EQ EQ
ELEVATOR CONTROL PANEL
MOUNTED AT 3'-8" AFF TO CENTER
104413-C
142400-G
142400-A
G
G.2
F6
AE417
G.4
CLOSET
ELEV 142400-A
142400-G
3 5/8" 4'-1" 17'-8"
1'-4 5/8" 3'-8 3/4" 5'-3 1/4" 3'-8 3/4" 1'-4 5/8" 1'-1"
6' -1
1" 2'
-0
2' -6
3'-9"
D
C
A3
C
A4
SMOKE
A3
D
D3
CG
A3
A4
SEE F6/AE417 FOR
HOISTWAY DIMENSIONS
CG CG
FEC
C
C
C
C
D D
ELEVATOR CALL BUTTON MOUNTED
AT 3'-8" AFF TO CENTER
EQ EQ
ELEVATOR CAR 2 ELEVATOR CAR 1
6" 6"
T Y
P
1' -0
6'
-1
5"X4"X3/8" ANGLE X 3" WIDE WELDED
CONNECTION PAINTED - EXP BOLT TO CONC
PIT WALL (GROUT BLOCK SOLID IN CMU)
4' -1
1'-4"
4"
3/4" DIA STEEL RUNG PAINTED - TYP
LANDING/OPENING
1 1/2" X 3/8" STEEL BAR PAINTED - TYP
FRONT SIDE
NOTE: VERIFY DIMENSIONS WITH
ELEVATOR MANUFACTURER AND
INSTALLER
A. GC SHALL VERIFY FINAL PIT LADDER LOCATION DOES NOT INTERFERE WITH
ELEVATOR OPERATION.
B. REFER TO SPECIFICATIONS FOR ELEVATOR MAINTENANCE CONTROL AND
SECURITY REQUIREMENTS AND COORDINATION.
C. REFER TO SPECIFICATIONS FOR ELEVATOR CAR 2 BID ALTERNATE
INFORMATION.
D. SEE FINISH SCHEDULE ON SHEET AE641 FOR CAR FINISHES.
SS
STAINLESS
STEEL
BASE,
HANDRAIL,
AND
REVEAL
D
IM
. T O
B E
A D
A C
O M
P
LI
A N
T 2'
-1 0"
4"
C O
N T
R A
C T
O R
S H
A
LL
C O
N F
IR
M
S
IZ
E P
E R
F
IN
A L
E
LE
V A
T O
R S
E
LE
C T
IO
N
7' -4
CONTRACTOR SHALL CONFIRM SIZE PER FINAL ELEVATOR SELECTION
6'-9"
EQ EQ
##KEYNOTES
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
LEO A. DALY
SUITE 1300
730 2ND AVE. SOUTH
MINNEAPOLIS, MN 55402
612-752-8734
C :\U se rs
\g cb ur nh am \D oc um en ts
\A ut od es k\ R ev it
P ro je ct s\
.0 5_
A R
C H
_R
_G C
B ur nh am
.r vt
5/
/2
4:
:3
P
M
AE417
ARCHITECTURAL ENLARGED
ELEVATOR PLANS
CONSTRUCT MENTAL HEALTH
OUTPATIENT BLDG 52 ADDITION
2101 ELM STREET, FARGO, ND 58102
437-316
05/26/2023 TW GCB
100% BID DOCUMENTS
VEG 21.05 DWG 94 of 188
CONTRACT DOCUMENTS SUBMISSION
FULLY SPRINKLERED
SCALE: 1/2" = 1'-0"AE417
F6 SECTION - ELEVATOR
KEY KEYNOTE TEXT
078100-A SPRAYED FIRE-RESISTIVE MATERIAL
104413-C FIRE EXTINGUISHER
142400-A HYDRAULIC ELEVATOR CAB
142400-F ELEVATOR PIT LADDER
142400-G ELEVATOR GUIDE RAIL
142400-I ELEVATOR ROOF GUARD RAILING
SCALE: 1/2" = 1'-0"AE417
F1 ENLARGED PLAN - ELEV 116
SCALE: 1/2" = 1'-0"AE417
C1 ENLARGED PLAN - ELEV 218
SCALE: 3/4" = 1'-0"AE417
F8 DETAIL - ELEVATOR PIT LADDER
SCALE: 1/2" = 1'-0"AE417
C7 ELEVATION TYPICAL ELEVATOR
LINTEL RE S610
LINTEL RE S610
0 100% BID DOCUMENTS 05/26/2023
LEVEL 2
14' - 0"
6'-0" RO
2 1/2" EQ 2 1/2" 3'-0" 2 1/2" EQ 2 1/2"
9' -4
R
O 8"
B1
AE563
F3
AE532
F3
AE563
1/
2" 1'
-1 1"
1/
2"
1/ 2"
1' -1
1"
1/ 2"
084413-A
GL-2GL-2GL-2
GL-2 GL-2 GL-2
GL-2GL-2GL-2
D6
AE542
2 1/2" EQ 2 1/2" SEE DOOR SCH 2 1/2" EQ 2 1/2"
S E
E D
O O
R S
C H
1/
2"
D7
AE533
D5
AE563
084413-A
9'-1 3/8" RO
F3
AE532
GL-2
'-0
R
O
GL-2GL-2GL-2
GL-2
'-3
R
O 1'
-1 0"
R O
6' -6
/2
R
O
1/ 2"
3' -1
3/
8"
1/ 2"
1' -0
/4
1/ 2"
E Q
1/
2" E
Q
1/ 2"
9'-0" RO
2 1/2" TYP
3 EQ
B1
AE563
D1
AE563
F3
AE532
F3
AE563
084413-A
GL-2GL-2GL-2
GL-2 GL-2 GL-2
GL-2GL-2GL-2
GL-2 GL-2 GL-2
GL-3GL-3GL-3
3'-5 3/4" RO
3/8"
2 1/2" 3'-0" 2 1/2"
3/8"
D1
AE562
F7
AE563
D7
AE563
F3
AE563
F4
AE562
F1
AE562
9' -9
R
O
CURTAIN WALL 7B
CURTAIN WALLL 7A
B5
AE563
084413-A
084413-A
D7
AE542
E8
AE532
'-6
/4
R
O
3' -5
/4
1/ 2"
6' -4
1/ 2"
1/ 2"
1/
4"
1/ 4"
3' -5
1/ 2"
1/
2" S
E E
D O
O R
S C
H
1/ 2"
1/
2"
SEE GENERAL NOTE B
THIS SHEET, TYP.
GL-2
GL-3
GL-2
GL-2
GL-3
GL-3
LEVEL 1
0"
LEVEL 2
14' - 0"
PENTHOUSE
28' - 0"
F6
AE562
D6
AE562
D1
AE562
B4
AE562
B1
AE562
D4
AE562
3'-0" RO
2 1/2" 2 1/2"
1/
2" 4'
-6
/4
1/
2" 2'
-2
/4
1/ 2"
1/
2" 6'
-4
1/
2" 3'
-5
/4
1/
2" 3'
-5
1/
4"
1/ 4"
'-1
0" R
O
B5
AE563
084413-A
B6
AE542
B7
AE542
GL-2
GL-2
GL-3
GL-2
GL-2
GL-3
GL-3
F3
AE511
F1
AE511
F1
AE511
F6
AE511
E3
AE532
084413-A
084413-A
CURTAIN WALL W-8A
CURTAIN WALL W-8B
S E
E D
O O
R S
C H
1/
2"
D3
AE534
1/
2"
9' -9
R
O
0"EQ2 1/2"SEE DOOR SCH2 1/2"EQ2 1/2"
10'-5 3/4" RO
6' -5
R
O
1/
2" 3'
-7
1/
2"
1/ 2"
GL-2
GL-2GL-2
GL-2GL-2
GL-2
GL-2
GL-2 GL-2 GL-2
GL-2
F3
AE511
F1
AE511
REV REV
F1
AE511
REV F6
AE511
REV
E3
AE532
084413-A
CURTAIN WALL W-9A
CURTAIN WALL W-9BD3
AE534
1/
2"
084413-A
2 1/2" EQ 2 1/2" SEE DOOR SCH 2 1/2" EQ 2 1/2"
10'-5 3/4" RO
6' -5
R
O
1/
2" 3'
-7
1/
2"
1/ 2"
1/
2" S
E E
D O
O R
S C
H
9' -9
R
O
GL-2
GL-2
GL-2GL-2
GL-2GL-2
GL-2GL-2
GL-2GL-2
GL-2
ROOF TOS
32' - 0"
C7
AE561
SIM
16'-3 5/8"
7' -2
/2
CLEAR ANODIZED FINISH
089000-A
E7
AE561
SIM
AE421
B7
ROOF TOS
32' - 0"
ROOF TOS
32' - 0"
C7
AE561
7'-0"
7' -2
/2
CLEAR ANODIZED FINISH
089000-A
E7
AE561
AE421
B7
9' -1
0" R
O
S E
E D
O O
R S
C H
1/
2"
1/ 2"
2 1/2" EQ 2 1/2" SEE DOOR SCH 2 1/2" EQ 2 1/2"
9'-1 3/8" RO
D3
AE563
084413-A
B3
AE563
GL-2
GL-2GL-2GL-2
GL-2
ROOF TOS
32' - 0"
ROOF TOS
32' - 0"
2' -0
4'
-0
9'-0"
C7
AE561
SIM
CLEAR ANODIZED FINISH
ROOF TOS
32' - 0"
8'-0"
4' -0
CLEAR ANODIZED FINISH
D1
AE561
B1
AE561
E1
AE561
3'-1 3/4" RO
2 1/2" 2 1/2"
1/
2"
1/ 2"
4' -1
3/
4" R
O
085113-A
GL-2
D3
AE561
B3
AE561
E3
AE561
3'-1 3/4" RO
2 1/2" 2 1/2"
1/
2"
1/ 2"
4' -1
3/
4" R
O
085113-A
GL-2
D5
AE561
B5
AE561
E5
AE561
3'-1 3/4" RO
2 1/2" 2 1/2"
1/
2"
1/ 2"
4' -1
3/
4" R
O
085113-A
GL-2
7' -3
3'-0"
HINGED LOUVER DOOR
PANEL BY ARCHITECTURAL
LOUVER MANUFACTURER.
EXTERIOR INTERIOR
##KEYNOTES
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
LEO A. DALY
SUITE 1300
730 2ND AVE. SOUTH
MINNEAPOLIS, MN 55402
612-752-8734
C :\U se rs
\g cb ur nh am \D oc um en ts
\A ut od es k\ R ev it
P ro je ct s\
.0 5_
A R
C H
_R
_G C
B ur nh am
.r vt
5/
/2
4:
:4
P
M
AE421
ARCHITECTURAL WINDOW AND
LOUVER TYPES
CONSTRUCT MENTAL HEALTH
OUTPATIENT BLDG 52 ADDITION
2101 ELM STREET, FARGO, ND 58102
437-316
05/26/2023 RAK PJS
100% BID DOCUMENTS
VEG 21.05 DWG 95 of 188
CONTRACT DOCUMENTS SUBMISSION
FULLY SPRINKLERED
SCALE: 1/2" = 1'-0"AE421
B2 ELEVATION - W-2
SCALE: 1/2" = 1'-0"AE421
C1 ELEVATION - W-3A
SCALE: 1/2" = 1'-0"AE421
F5 ELEVATION - W-4
SCALE: 1/2" = 1'-0"AE421
F6 ELEVATION - W-7A AND W-7B
SCALE: 1/2" = 1'-0"AE421
F7 ELEVATION - W-5
SCALE: 1/2" = 1'-0"AE421
F3 ELEVATIONS - W-8A AND W-8B
SCALE: 1/2" = 1'-0"AE421
F1 ELEVATIONS - W-9A AND W-9B
SCALE: 1/4" = 1'-0"AE421
C2 ELEVATION - LOUVER L1
SCALE: 1/4" = 1'-0"AE421
C3 ELEVATION - LOUVER L2
SCALE: 1/2" = 1'-0"AE421
B1 ELEVATION - W-3B (VEST 101)
SCALE: 1/4" = 1'-0"AE421
C5 ELEVATION - LOUVER L4
SCALE: 1/4" = 1'-0"AE421
C4 ELEVATION - LOUVER L3
KEY KEYNOTE TEXT
084413-A GLAZED ALUMINUM CURTAIN WALL
085113-A ALUMINUM WINDOW SYSTEM
089000-A ALUMINUM LOUVER
A. SEE SHEET AE611 FOR WALL TYPES.
B. VERIFY REQUIRED SHIM THICKNESS FROM OUTSIDE OF ALUMINUM
FRAMES TO RO WITH MFR, TYP.
D. SEE SPEC. SECTION 088000 GLAZING FOR GLAZING TYPE DESIGNATIONS
AND INFORMATION.
SCALE: 1/2" = 1'-0"AE421
B4 ELEVATION - W-1
W-1 AT BRICK VENEER W-1 AT BRICK VENEER W-1 AT BRICK VENEER
GLAZING SCHEDULE
GL-1: CLEAR FULLY TEMPERED FLOAT GLASS (INTERIOR)
GL-2: CLEAR INSULATED LAMINATED GLASS (EXTERIOR)
GL-3: SPANDREL, INSULATING LAMINATED GLASS (EXTERIOR)
0 100% BID DOCUMENTS 05/26/2023
SCALE: 1/2" = 1'-0"AE421
B7 LOUVER DOOR ELEVATIONS
5' -0
3'
-0
2'-8"
084113-B
GL-1
D2
AE422
E2
AE422
2' -1
0" 4'
-2
4'-9"
084113-B
GL-1
D2
AE422
E2
AE422
4' -2
3'
-0
4'-0"
085619-A
GL-1
D1
AE422
E1
AE422
GL-1
GLAZING, SEE
ELEVAITON
SEE PLANS FOR
WALL TYPE
085619-A
092900-G
SEE PLANS FOR
WALL TYPE
085619-A
092900-G
079200-C
GLAZING, SEE
ELEVATION
SEE PLANS FOR
WALL TYPE
1/ 4"
S H
IM
S
P A
C E
2"
4 1/2"
079200-C
092900-G
084113-B
GLAZING, SEE
ELEVATIONSEE PLANS FOR
WALL TYPE
079200-C
092900-G
084113-B
##KEYNOTES
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
LEO A. DALY
SUITE 1300
730 2ND AVE. SOUTH
MINNEAPOLIS, MN 55402
612-752-8734
C :\U se rs
\g cb ur nh am \D oc um en ts
\A ut od es k\ R ev it
P ro je ct s\
.0 5_
A R
C H
_R
_G C
B ur nh am
.r vt
5/
/2
4:
:4
P
M
AE422
ARCHITECTURAL INTERIOR
WINDOW TYPES AND DETAILS
CONSTRUCT MENTAL HEALTH
OUTPATIENT BLDG 52 ADDITION
2101 ELM STREET, FARGO, ND 58102
437-316
05/26/2023 TW GCB
100% BID DOCUMENTS
VEG 21.05 DWG 96 of 188
CONTRACT DOCUMENTS SUBMISSION
FULLY SPRINKLERED
SCALE: 1/2" = 1'-0"AE422
B1 ELEVATION - W-10
SCALE: 1/2" = 1'-0"AE422
B2 ELEVATION - W-11
SCALE: 1/2" = 1'-0"AE422
B4 ELEVATION - W-12
KEY KEYNOTE TEXT
079200-C BACKER ROD AND SEALANT
084113-B ALUMINUM-FRAMED STOREFRONT SYSTEM
085619-A PASS WINDOW
092900-G GYPSUM BOARD CORNER BEAD
SCALE: 3" = 1'-0"AE422
D1 DETAIL SECTION - PASS WINDOW
SCALE: 3" = 1'-0"AE422
E1 PLAN DETAIL - PASS WINDOW JAMB
SCALE: 3" = 1'-0"AE422
D2 DETAIL SECTION - STOREFRONT WINDOW
SCALE: 3" = 1'-0"AE422
E2 PLAN DETAIL - STOREFRONT JAMB
A. SEE SHEET AE611 FOR WALL TYPES.
B. VERIFY REQUIRED SHIM THICKNESS FROM OUTSIDE OF ALUMINUM
FRAMES TO RO WITH MFR, TYP.
GLAZING SCHEDULE
GL-1: CLEAR FULLY TEMPERED FLOAT GLASS (INTERIOR)
GL-2: CLEAR INSULATED LAMINATED GLASS (EXTERIOR)
GL-3: SPANDREL, INSULATING LAMINATED GLASS (EXTERIOR)
1/
2"
1/ 2"
1/
2"
1/ 4"
1/
2"
1/ 4"
E Q
1/ 4"
E Q
4"
3"
1 1/2"
092216-J
123600-E
123200-G
123200-G
123600-P
123200-D123200-D
096513-B
123600-D
079200-A
123200-G
123200-G
3"
1 1/2"
092216-J
096513-B
123600-E
123600-P
123200-Q
123200-G
123600-D
224000-H
079200-A
/2
/2
/4
3"
1 1/2"1 1/2"
1 1/2"092216-J
123200-E
123600-E
123200-G
123200-G
123600-P
123200-Q
123200-D
096513-B
123600-D
079200-A
1/
2"
2' - 1"
2"
2"
4" 2'
0" M
A X
2'
M
IN
7"
8" MIN
KNEE CLR
K N
E E
C
LR
KNEE
CLEARANCE
TOE
CLEARANCE
1'
9" 9"
1' - 2"
9"
6"
MAX REACH REQM'T
1' - 8"
1 1/2"
1/
2"
092216-J
123600-L
224000-D
123600-M
054000-N
054000-O
123600-E
079200-A
123200-M
054000-P
102800-B
1' - 1 1/4"
T Y
P
1/
2" ø 1/2"
1 1/2"
123200-G
123200-E
123600-P
092216-J
123200-Q
2' -6
U
N L E
S S
N O
T E
D O
T H
E R
W
IS
E
1 1/2"
2 15/16"
4"
092216-J
123600-E
123200-G
123600-P
123200-Q
123600-D
079200-A
123200-P
7" 1"
096513-A096513-A
123600-N
123600-O 280500-A
123600-S
123200-N
061000-P
1' -0
9"
S E
E E
LE
V
A T
IO
N
S
RB-2
7" 1"
/2
S E
E E
L E
V A
T
IO
N
096513-A
123600-O
123600-N
096513-A
280500-A
123600-S
123200-N
061000-P
123200-O
9"
6" U
N O
E Q
E Q
1/ 2"
1/
2"
092216-J
123600-P
123200-D
123200-G
096513-B
123600-E 123600-D
079200-A
123200-G
4" 2'
-0
3"
1 1/2"
1 1/2"
123200-G
123200-Q
123200-E
7'
092216-J
066500-A
M
IN
1/
2"
5 7/8"
1"
1/
2"
092900-M
054000-I
054000-F
SSM-1
RP
4 7/8"
S E
E E
LE
V
##KEYNOTES
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
LEO A. DALY
SUITE 1300
730 2ND AVE. SOUTH
MINNEAPOLIS, MN 55402
612-752-8734
C :\U se rs
\g cb ur nh am \D oc um en ts
\A ut od es k\ R ev it
P ro je ct s\
.0 5_
A R
C H
_R
_G C
B ur nh am
.r vt
5/
/2
4:
:5
P
M
AE431
ARCHITECTURAL CASEWORK
SECTIONS
CONSTRUCT MENTAL HEALTH
OUTPATIENT BLDG 52 ADDITION
2101 ELM STREET, FARGO, ND 58102
437-316
05/26/2023 RAK PJS
100% BID DOCUMENTS
VEG 21.05 DWG 97 of 188
CONTRACT DOCUMENTS SUBMISSION
FULLY SPRINKLERED
SCALE: 1 1/2" = 1'-0"AE431
F3 DETAIL - CASEWORK - CABINET FOUR DRAWER
SCALE: 1 1/2" = 1'-0"AE431
F1 DETAIL - CASEWORK - CABINET SINK
SCALE: 1 1/2" = 1'-0"AE431
D7 DETAIL - CASEWORK - CABINET DOOR W/ DRAWER
SCALE: 1 1/2" = 1'-0"AE431
D5 DETAIL - CASEWORK - LAVATORY
SCALE: 1 1/2" = 1'-0"AE431
D1 DETAIL - CASEWORK - WALL CABINET
SCALE: 1 1/2" = 1'-0"AE431
B5 DETAIL - CASEWORK - CABINET TRASH
SCALE: 1 1/2" = 1'-0"AE431
F7 DETAIL - RECEPTION DESK
SCALE: 1 1/2" = 1'-0"AE431
F5 DETAIL - RECEPTION DESK ADA
KEY KEYNOTE TEXT
054000-F COLD-FORMED METAL FRAMING
054000-I COLD FORMED STEEL RUNNER CHANNEL
054000-N 3X3X3/16" ANGLE WELD TO HORIZ ANGLE & ANCHOR TO WALL
FRAMING @6" OC, PROVIDE OPNGS AS SHOWN FOR HORIZ ELEC &
PIPING RUNS
054000-O 3X3X3/16" X LENGTH ANGLE WELD TO VERTICAL ANGLE & ANCHOR
TO STR W/ 2-1/2" Ø EXPN ANCHORS
054000-P 3X3X3/16" STEEL ANGLE, WELD TO VERTICAL ANGLE & TAPER TO
3/4" IN FRONT
061000-P FASTEN TO FLOOR, AS REQUIRED
066500-A PROVIDE PLAM SOFFIT TO CEILING ABOVE; PANEL TO MATCH
CABINET. ALIGN PLAM SOFFIT FACE WITH DOOR FACE.
079200-A JOINT SEALANT
092216-J METAL BLOCKING AS REQ'D
092900-M 5/8" GYPSUM WALL BOARD
096513-A RESILIENT BASE
096513-B COVE BASE
102800-B 24" X 36" MIRROR - CC
123200-D CABINET DRAWER
123200-E ADJUSTABLE SHELF
123200-G WIRE PULL
123200-M 3/4" REMOVABLE PANEL
123200-N REMOVABLE ACCESS PANEL AT WORKSTATION LOCATION TO
ACCESS BEHIND
123200-O TRANSACTION TOP BEYOND
123200-P TRASH CAN NIC
123200-Q CABINET DOOR, PLASTIC LAMINATE
123600-D SOLID-SURFACE COUNTERTOP
123600-E SOLID SURFACE BACKSPLASH
123600-L 3/4" APRON
123600-M SOLID-SURFACE COUNTERTOP W/ 1-1/2" FULL BULL NOSE EDGE
123600-N 1/2" SOLID SURFACE ON CORE MATERIAL. REFER TO ELEVATIONS
FOR MATERIAL TYPE.
123600-O PLASTIC LAMINATE ON CORE MATERIAL. REFER TO ELEVATION
FOR MATERIAL TYPE.
123600-P CABINET BACK
123600-S EASED SOLID SURFACE EDGE, TYPICAL ALL OUTSIDE CORNERS
224000-D UNDERMOUNT HAND SINK, REFER PLUMBING - CONTRACTOR
PROVIDES
224000-H SINK WHERE OCCURS
280500-A POWER / DATA, SEE ELECTRICAL
SCALE: 1 1/2" = 1'-0"AE431
B1 DETAIL - CASEWORK - BASE MEDICINE CABINET
SCALE: 1 1/2" = 1'-0"AE431
D3 DETAIL - CASEWORK - TALL DOUBLE DOOR CABINET
SCALE: 3" = 1'-0"AE431
B7 DETAIL - CASEWORK - RECEPTION PRIVACY SCREEN
GRID
034500-C
092216-D
072113-D
061000-J
092900-B
054000-I
072726-A
079200-C
033000-Q
6" 1/2" 3" 3/4" 6" 5/8"
051200-F
034500-F
B
072113-D
061000-J
072726-A
092900-B
054000-I
054000-I
092900-B
092216-D
034500-C3/4"
1/
4" 3/
4"1/2
3 1/2" 1'-2"
047200-L
079200-C
033000-Q
051200-F
6" 1/2" 3" 3/4" 6" 5/8"
034500-F
034500-C
092216-D
072113-D
092900-B
079200-C
061000-A
076000-B
079200-C
074000-C
061000-J
072726-A
5/8" 6 3/4" 3" 1/2" 6"
034500-F
E
084413-A
079200-C
EXISTING FACE BRICK TO REMAIN
E.1
051200-A
084413-B
084413-E
072113-F
079200-C
2x
061000-A
2x
072726-B
079513-C
079513-B
EXTERIOR
E
8"
1/ 2"
E.1
1.9
3/8" 6 1/2" 3" 3/4" 6" 5/8"
WALL TYPE EW-C
079200-C
084413-B
084413-A
061000-A
051200-A
084413-E
2x 2x
E
084413-A
076000-B
E.1
1.9
WALL TYPE EW-B
079200-C
061000-A
079200-C
084413-B
051200-A
084413-B
3"
2x 2x
2x
FACE OF WALL BELOW
084413-E
##KEYNOTES
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
LEO A. DALY
SUITE 1300
730 2ND AVE. SOUTH
MINNEAPOLIS, MN 55402
612-752-8734
C :\U se rs
\g cb ur nh am \D oc um en ts
\A ut od es k\ R ev it
P ro je ct s\
.0 5_
A R
C H
_R
_G C
B ur nh am
.r vt
5/
/2
4:
:5
P
M
AE511
ARCHITECTURAL PLAN DETAILS CONSTRUCT MENTAL HEALTH
OUTPATIENT BLDG 52 ADDITION
2101 ELM STREET, FARGO, ND 58102
437-316
05/26/2023 RAK PJS
100% BID DOCUMENTS
VEG 21.05 DWG 98 of 188
CONTRACT DOCUMENTS SUBMISSION
FULLY SPRINKLERED
SCALE: 3" = 1'-0"AE511
C4 DETAIL PLAN - INTERIOR PRECAST WALL CORNER
KEY KEYNOTE TEXT
033000-Q COMPRESSIBLE JOINT FILLER, SEALANT AT TOP
034500-C PRECAST CONCRETE WALL PANEL
034500-F STEEL EMBED ANGLE, BY PRECAST MANF.
047200-L QUICK MITRE
051200-A STEEL COLUMN, RE STRUCTURAL
051200-F STEEL TUBE, RE STRUCTURAL
054000-I COLD FORMED STEEL RUNNER CHANNEL
061000-A FIRE-RETARDANT-TREATED WOOD BLOCKING
061000-J EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS
072113-D FOIL-FACED POLYISOCYANURATE BOARD INSULATION WITH
TAPED AND SEALED SEAMS MIN R18 UNO
072113-F SPRAY POLYURETHANE FOAM INSULATION - CLOSED CELL
072726-A FLUID-APPLIED MEMBRANE AIR BARRIER, VAPOR PERMEABLE
072726-B WEATHER RESISTIVE BARRIER WRB
074000-C METAL WALL PANELS SYSTEM
076000-B PREFINISHED SHEET METAL FLASHING
079200-C BACKER ROD AND SEALANT
079513-B INTERIOR EXPANSION JOINT SYSTEM
079513-C EXTERIOR VERTICAL EXPANSION JOINT COVER
084413-A GLAZED ALUMINUM CURTAIN WALL
084413-B PREFINISHED ALUMINUM COLUMN WRAP
084413-E SHIM
092216-D VERTICAL FURRING CHANNEL
092900-B GLASS MAT GYPSUM WALL BOARD
SCALE: 3" = 1'-0"AE511
C1 DETAIL PLAN - EXTERIOR PRECAST WALL CORNER
SCALE: 3" = 1'-0"AE511
C6 DETAIL PLAN - PRECAST WALL PANEL AT VERTICAL TRANSITION
SCALE: 3" = 1'-0"AE511
F1 DETAIL PLAN - VESTIBULE STOREFRONT JAMB AT EXISTING WALL
SCALE: 3" = 1'-0"AE511
F3 DETAIL PLAN - VESTIBULE STOREFRONT JAMB AT PRECAST PANEL
SCALE: 3" = 1'-0"AE511
F6 DETAIL PLAN - VESTIBULE STOREFRONT JAMB AT METAL PANELS
A. SEE SHEET AE611 FOR WALL TYPES.
B. VERIFY REQUIRED SHIM THICKNESS AT ALUMINUM FRAMES WITH MFR, TYP.
095100-D
092900-N
092900-A
095100-E
095100-F
SEE RCP
FOR CLG HT
095100-D
095100-A 095100-B
095100-B
095100-E
092900-A
SEE RCP
FOR CLG HT
092900-N
092900-D
083113-A
SEE RCP
FOR CLG HT
REFER TO REFLECTED CEILING
PLANS FOR CEILING HEIGHTS
6"
R C
P S
R E
F E
R T
O
092216-I
092900-N092900-N
095100-D
095100-A
095100-B
095100-B
095100-E
092216-I
092216-M
SEE RCP
FOR CLG HT
5/
8"
3 5/8"
REFER TO REFLECTED CEILING PLANS
FOR CEILING HEIGHTS AND SOFFIT WIDTHS
SEE RCP
VARIES
6"
R C
P S
R E
F E
R T
O
092900-N
092216-I
095100-D
095100-A
095100-B
095100-B
095100-E
092216-M
SEE PLAN FOR
PARTITION TYPE
5/
8"
3 5/8"
A. CORRIDOR AND WAITING AREA CEILING HEIGHTS ARE 10'-0" AFF UNLESS
NOTED OTHERWISE.
B. NON-CORRIDOR ROOMS CEILING HEIGHTS ARE 9'-0" AFF UNLESS NOTED
OTHERWISE.
C. UNLESS DIMENSIONED ON DRAWINGS, CENTER LIGHTS IN GWB CEILINGS
AND SOFFITS
D. SUSPENSION GRIDS TO BE CENTERED ON EACH ROOM UNLESS
DIMENSIONED OTHERWISE
E. COORDINATE ARCH RCPS AND CEILING COMPONENTS DISPLAYED ON FIRE
PROTECTION (FIRE SUPPRESSION AND FIRE ALARM), ELECTRICAL (LIGHTING
AND LIGHTING CONTROLS), AND MECHANICAL (HVAC) DRAWINGS. SPRINKLER
HEADS SHOWN ARE FOR REFERENCE ONLY. SEE FIRE SUPPRESSION FOR
SPRINKLER TYPE.
F. COMBUSTIBLE MATERIALS LIMITED TO THOSE IDENTIFIED PER 2021 IBC 718.5.
G. FRAME SOFFITS AND BULKHEADS PER SPECIFICATIONS (09 22 16) AND
COVER WITH GYPSUM BOARD PER 09 22 16 2.1 A AND 09 29 00.
H. REFER TO SHEET AE641 FOR FINISH SCHEDULE INFORMATION.
I. REFER TO SHEET AE521 FOR SOFFIT DETAILS UNO.
095100-B
095100-B
095100-E
SEE RCP
FOR CLG HT
102123-A
EXISTING FACE
BRICK TO
REMAIN
092900-N
095100-E
095100-F
SEE RCP
FOR CLG HT
3"
1 1/2"
SEE RCP
FOR CLG HT
1/ 2"
1/
2" 1"
092900-P
092900-O
##KEYNOTES
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
LEO A. DALY
SUITE 1300
730 2ND AVE. SOUTH
MINNEAPOLIS, MN 55402
612-752-8734
C :\U se rs
\g cb ur nh am \D oc um en ts
\A ut od es k\ R ev it
P ro je ct s\
.0 5_
A R
C H
_R
_G C
B ur nh am
.r vt
5/
/2
4:
:5
P
M
AE521
ARCHITECTURAL CEILING DETAILS CONSTRUCT MENTAL HEALTH
OUTPATIENT BLDG 52 ADDITION
2101 ELM STREET, FARGO, ND 58102
437-316
05/26/2023 RAK PJS
100% BID DOCUMENTS
VEG 21.05 DWG 99 of 188
CONTRACT DOCUMENTS SUBMISSION
FULLY SPRINKLERED
SCALE: 1 1/2" = 1'-0"AE521
D5 DETAIL - GWB CEILING
SCALE: 1 1/2" = 1'-0"AE521
D6 DETAIL - ACT CEILING
SCALE: 1 1/2" = 1'-0"AE521
D8 DETAIL - ACCESS PANEL
SCALE: 1 1/2" = 1'-0"AE521
F5 DETAIL - SOFFIT GWB AND ACT
SCALE: 1 1/2" = 1'-0"AE521
F7 DETAIL - SOFFIT GWB AND ACT AT WALL
KEY KEYNOTE TEXT
083113-A ACCESS DOOR AND FRAME
092216-I METAL STUD CEILING FRAMING
092216-M DIAGONAL BRACING. ANCHOR TO STRUCTURE ABOVE
092900-A INTERIOR GYPSUM WALL BOARD, REFER WALL TYPE
092900-D METAL TRIM
092900-N GYPSUM BOARD CEILING
092900-O 1" GYPSUM LINER PANEL
092900-P 1/2" C CORE FIRE RATED GYPSUM PANELS
095100-A ACOUSTICAL PANEL CEILING, RE FINISH LEGEND
095100-B ACOUSTICAL CEILING SUSPENSION GRID
095100-D PERIMETER TRIM ANGLE
095100-E HANGER WIRE SECURE TO STRUCTURE ABOVE
095100-F MAIN CEILING RUNNER
102123-A CURTAIN TRACK
SCALE: 1 1/2" = 1'-0"AE521
C6 DETAIL - CURTAIN TRACK
SCALE: 1 1/2" = 1'-0"AE521
C8 DETAIL - EXPANSION JOINT AT SOFFIT GWB
0 100% BID DOCUMENTS 05/26/2023
SCALE: 1 1/2" = 1'-0"AE521
D3 DETAIL - 1HR GWB CEILING
1 HOUR HORIZONTAL MEMBRANE AER-09038 ASSEMBLY
PENTHOUSE
28' - 0"
PARAPET
32' - 4 1/2"
ROOF TOS
32' - 0"
072113-D
061000-J
054000-F
061000-J
042000-D
072113-D
072113-D
042000-D
061000-J
075323-A
061000-J
054000-F
075323-A
092216-D
092216-D
072113-D
051200-B
072113-F
054000-I
072726-A
CONT. SEALANT
R1
M
IN
IM
U
M
6"
077100-B
061000-M
WRAP AIR
BARRIER OVER
PARAPET BELOW
ROOF MEMBRANE
LEVEL 2
14' - 0"
092900-B
054000-F
033000-J
054000-I
061000-J
072113-D
092216-H
034500-C
076000-B
079200-C
072113-D
051200-D
042000-D
092216-H
051200-B
072113-F
072726-A
053100-B
LEVEL 2
14' - 0"
A
076000-B
074000-C
079200-C
061000-J
054000-F
092900-B
072726-A
034500-C
051200-D
054000-I
092216-H
072113-D
033000-J
092216-H
034500-C
092900-B
054000-F
034500-C
072113-D
092216-D
072113-F
051200-B
092216-H
061000-J
053100-B
AE531
B3
PENTHOUSE
28' - 0"
PARAPET
32' - 4 1/2"
ROOF TOS
32' - 0"
077253
074113
072726-A
077200-A
076000-B
061000-C
061000-A
054000-I
061000-A
076000-B
074100-B
074100-A 054000-F
072113-F
051200-B
051200-B
061000-J
072113-D
042000-D
076000-B
079200-C
061000-A
092216-H
092216-D
052100-C
054000-I
061000-A
079200-C
076000-B
3'-3 1/4"
8"
1'-0"
072726-A
R1
077200-I
052100-A
K
061000-A
076000-B
042000-E
EW-A
EW-B
A
076000-B
079200-C
EW-B
EW-C
092216-H
6" M
IN
092216-H
TWF
SEE SPEC SECTION
034500 FOR SPECIFIC
PRECAST
REQUIREMENTS AND
COORDINATION
A. CLOSED CELL SPRAY FOAM INSULATION BELOW STEEL ROOF DECK
SHALL BE FIRE-RATED.
B. SEE AE611 FOR WALL TYPE DETAILS FOR WALL ASSEMBLY EX: 'EW-X'
061000-B
095423-A
061000-A
095423.B
076000-B
2 1/4"
R5 ROOF SYSTEM SEE SHT AE112
2"
076000-T
076000-S
1 1/2" 7 1/2"
9" 5"
RETURN
DOWNSPOUT TO
WALL
054000-S
PARAPET AT VEST 117 CANOPIES
SHOWN DASHED
SECTION
ELEVATION
4"
1'-0"
1 1/2"1 1/2"
PARAPET AND
OPENING IN
PARAPET AT VEST
117 CANOPIES
SHOWN DASHED
076000-T
076000-S
K
6' -0
3/4" RELIEF
3' -0
3'
-0
3" 3"
EASED EDGE AT PERIMETER
051200-D
EW-A
4"
042000-D
047200-J
051200-F
072113-F
BEHIND MEDALLION
084413-E
079200-C AROUND PERIMETER
REINFORCED
##KEYNOTES
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
LEO A. DALY
SUITE 1300
730 2ND AVE. SOUTH
MINNEAPOLIS, MN 55402
612-752-8734
C :\U se rs
\g cb ur nh am \D oc um en ts
\A ut od es k\ R ev it
P ro je ct s\
.0 5_
A R
C H
_R
_G C
B ur nh am
.r vt
5/
/2
4:
:0
P
M
AE531
ARCHITECTURAL ROOF AND
ENVELOPE DETAILS
CONSTRUCT MENTAL HEALTH
OUTPATIENT BLDG 52 ADDITION
2101 ELM STREET, FARGO, ND 58102
437-316
05/26/2023 RAK PJS
100% BID DOCUMENTS
VEG 21.05 DWG 100 of 188
CONTRACT DOCUMENTS SUBMISSION
FULLY SPRINKLERED
SCALE: 1 1/2" = 1'-0"AE531
C1 DETAIL SECTION - PARAPET AT BRICK VENEER
SCALE: 1 1/2" = 1'-0"AE531
F1 DETAIL SECTION - BRICK OVER PRECAST LOW
SCALE: 1 1/2" = 1'-0"AE531
F3 DETAIL SECTION - TRANSITION AT PRECAST TO METAL PANEL
KEY KEYNOTE TEXT
033000-J CONCRETE SLAB, RE STRUCTURAL
034500-C PRECAST CONCRETE WALL PANEL
042000-D THIN BRICK - RUNNING BOND
042000-E THIN BRICK - SOLDIER COURSE
047200-J CAST STONE MEDALLION
051200-B STEEL BEAM, RE STRUCTURAL
051200-D STEEL ANGLE, RE STRUCTURAL
051200-F STEEL TUBE, RE STRUCTURAL
052100-A STEEL JOIST, RE STRUCTURAL
052100-C TOP CORD EXTENSION, RE STRUCTURAL
053100-B COMPOSITE FLOOR DECK, RE STRUCTURAL
054000-F COLD-FORMED METAL FRAMING
054000-I COLD FORMED STEEL RUNNER CHANNEL
054000-S CANOPY STRUCTURAL FRAMING - REF STRUCT
061000-A FIRE-RETARDANT-TREATED WOOD BLOCKING
061000-B FIRE-RETARDANT-TREATED PLYWOOD SHEATHING
061000-C WOOD BLOCKING, CONTINUOUS
061000-J EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS
061000-M FIRE TREATED WOOD BLOCKING FOR SLOPE
072113-D FOIL-FACED POLYISOCYANURATE BOARD INSULATION WITH
TAPED AND SEALED SEAMS MIN R18 UNO
072113-F SPRAY POLYURETHANE FOAM INSULATION - CLOSED CELL
072726-A FLUID-APPLIED MEMBRANE AIR BARRIER, VAPOR PERMEABLE
074000-C METAL WALL PANELS SYSTEM
074100-A VENTED METAL SOFFIT PANEL
074100-B METAL SOFFIT TRACK
074113 STANDING SEAM METAL ROOF
075323-A ETHYLENE PROPYLENE DIENE MONOMER (EPDM) MEMBRANE
ROOFING SYSTEM
076000-B PREFINISHED SHEET METAL FLASHING
076000-S PREFINISHED METAL CONDUCTOR HEAD
076000-T PREFINISHED METAL 3"x4" DOWNSPOUT
077100-B PREFINISHED, PRE-MANUFACTURED ROOF METAL COPING &
CONTINUOUS CLEAT
077200-A ROOFING SUBSTRATE BOARD
077200-I ALUMINUM FASCIA
077253 SNOW AND ICE RETENTION SYSTEM
079200-C BACKER ROD AND SEALANT
084413-E SHIM
092216-D VERTICAL FURRING CHANNEL
092216-H METAL LATH AND DRAINAGE SYSTEM
092900-B GLASS MAT GYPSUM WALL BOARD
095423-A LINEAR METAL CEILING
095423.B LINEAR METAL CEILING ANGLE
SCALE: 1 1/2" = 1'-0"AE531
D4 DETAIL SECTION - TYPICAL EAVE AT BRICK VENEER
SCALE: 3" = 1'-0"AE531
F4 DETAIL SECTION - BRICK OVER METAL PANELS
SCALE: 3" = 1'-0"AE531
B3 DETAIL SECTOIN - METAL PANEL TO PRECAST TRANSITION
SCALE: 1 1/2" = 1'-0"AE531
F7 DETAIL SECTION - CANOPY SCUPPER
SCALE: 1 1/2" = 1'-0"AE531
C7 SECTION - PRECAST MEDALLION
GRID GRID
LEVEL 2
14' - 0"
SLOPE TO DRAIN SEE SHT
AE112
072726-A
13' - 0"
TOS
R
ID
G
E
8"
2"8"
054000-S
095423-A
092900-M
079200-C
084413-A
061000-A
1"1"
2 1/4"
061000-D
076000-B
095423.B
095423-A
084413-A
079200-C 084413-C
055000-M 079513-A
061000-A
033000-K
051200-B
054000-F054000-F
095423-C
051200-A
WALL BEYOND
074000-P
3/ 4"
3/ 8"
076000-C
CW SILL DETAIL SEE F1/AE563
FOR ADDITIONAL NOTES
076000-F
8"
R5 LEVEL 2
14' - 0"
SLOPE TO DRAIN SEE SHT
AE112
054000-S 13' - 1 15/16"
TOS
3/
4" 1"
3'-0"
061000-B
095423-A
061000-A
072200-C
076000-A
095423.B
076000-B
8"
1"
.0
054000-S
051200-A 2 1/4"
R5
054000-T
EXTERIORINTERIOR
095423-A
061000-B
054000-F
072726-A
084413-A
084413-A
8" M
IN
SLOPE TO DRAIN SEE SHT AE112
076000-B
079200-C
051200-F
076000-C
079200-C
076000-P
095423.B4 1/4"
1' -6
R
O
9' - 9"
AFF
061000-B
051200-F
092216-I
092900-M
092900-M
061000-B
PAINTED
FINISH PER ROOM FIN SCH
061000-A
2'-9" 3" 6 5/8"
084413-C
072113-F
R5
T Y
P
3/
4" 076000-B
061000-B
061000-A
072200-C
TOS
1'-1 3/8"
1 1/2"
1' -0
1"
.0
051200-A
051200-F
095423-A
095423.B
2 1/4"
10' - 8 1/2"
8"
051200-F
SLOPE TO DRAIN SEE SHT
AE112
1/ 4"R5
076000-B
054000-T
076000-B
054000-F
054000-I
061000-A
076000-B
061000-C
061000-A
076000-B
074100-B
074100-A
075323-A
074113
077253
052100-C
054000-I
076000-B
079200-C
061000-A
072726-A
079200-C
092216-D
061000-A
054000-F
076000-B
077200-A
077200-A
072200-A
052100-C
051200-B
072113-F
051200-B
061000-J
072726-A
072113-D
092216-H
074000-C
072726-A
077200-A
054000-I
074000-C
092216-H
092216-D
072726-A
061000-J
054000-F
054000-I
054000-F
054000-I
076000-B
079200-C
061000-A
054000-I
075323-A
077200-A
076000-B
061000-A
074100-B
061000-C
061000-A
054000-I
054000-F
052100-C
074100-A
074113
076000-B
061000-A
061000-C
061000-A
074100-B
054000-I
054000-F
052100-C
077200-A
075323-A
054000-I
061000-A
076000-B
079200-C
076000-B
054000-I
054000-F
061000-J
072726-A
092216-D
092216-H
042000-D
054000-F
074100-A
074113
LEVEL 2
14' - 0"
2"
076000-C
054000-S
095423-A
WALL TYPE EW-C
WALL TYPE EW-A
033000-K
051200-B
061000-A
079513-A
076000-F
095423-C
8"
R5
SLOPE TO DRAIN
SEE SHT AE112
8" M
IN
054000-S
095423-A
095423-C
PRECAST PANEL.
(EXISTING WALL
WHERE OCCURS)
079513-A
076000-P
076000-C
REGLET
1" 1 1/2"
2"
079200-C
061000-B
R5
084413-A
061000-E
079200-C
WALL BEYOND
079513-A
076000-P
076000-C
095423-A
084413-D
079200-C
092900-B
SLOPE TO DRAIN
SEE SHT AE112
084413-A
061000-E
8" M
IN
061000-B
054000-F
6" 3 5/8"
061000-A
3/4"
1" 1 1/2"
095423-C
10' - 8 1/2"
TOS
051200-F
072726-A
061000-B
R5
G.6
054000-T
A. SEE AE611 FOR EXTERIOR WALL TYPE DETAILS FOR WALL ASSEMBLY
EX: 'EW-X' AND INTERIOR PARTITION TYPE DETAILS
A. BASIS OF DESIGN FOR ROOFING UNDERLAYMENT IS GRACE ICE AND
WATERSHIELD. ROOFING UNDERLAYMENT SHALL BE SELF-SEALING, SELF-
ADHERING, AND EXTEND FROM THE ROOF EAVES TO THE ROOF RIDGE AND
SHALL BE INSTALLED IN ACCORDANCE WITH THE ROOFING UNDERLAYMENT
MANUFACTURER'S WRITTEN RECOMMENDATIONS INCLUDING SURFACE
PREPARATION AND MEMBRANE INSTALLATION.
B. SEE AE611 ROOF ASSEMBLIES/ROOF TYPES
C. SOFFIT TO EXTEND 2'-4" U.N.O
D. COORDINATE DOWNSPOUTS LOCATIONS WITH CIVIL DRAWINGS
E. SINGLEPLY ROOF DRAIN ACHIEVED THROUGH TAPERED INSULATION
F. ARROWS INDICATE ROOF SLOPE DIRECTIONS
XX ROOF TYPE TAG REFER TO AE611
##KEYNOTES
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
LEO A. DALY
SUITE 1300
730 2ND AVE. SOUTH
MINNEAPOLIS, MN 55402
612-752-8734
C :\U se rs
\g cb ur nh am \D oc um en ts
\A ut od es k\ R ev it
P ro je ct s\
.0 5_
A R
C H
_R
_G C
B ur nh am
.r vt
5/
/2
4:
:1
P
M
AE532
ARCHITECTURAL ROOF AND
ENVELOPE DETAILS
CONSTRUCT MENTAL HEALTH
OUTPATIENT BLDG 52 ADDITION
2101 ELM STREET, FARGO, ND 58102
437-316
05/26/2023 TW GCB
100% BID DOCUMENTS
VEG 21.05 DWG 101 of 188
CONTRACT DOCUMENTS SUBMISSION
FULLY SPRINKLEREDSCALE: 1 1/2" = 1'-0"AE532
F3 DETAIL SECTION - ENTRY CANOPY AT WALL
SCALE: 1 1/2" = 1'-0"AE532
F5 DETAIL SECTION - ENTRY CANOPY FASCIA
SCALE: 1 1/2" = 1'-0"AE532
E3 DETAIL SECTION - VESTIBULE CANOPY AT WALL
SCALE: 1 1/2" = 1'-0"AE532
E6 DETAIL SECTION - VESTIBULE CANOPY FASCIA
SCALE: 1 1/2" = 1'-0"AE532
D1 DETAIL SECTION - TYPICAL EAVE AT METAL PANELS
SCALE: 1 1/2" = 1'-0"AE532
C3 DETAIL SECTION - TYPICAL ROOF GABLE WALL AT METAL PANELS
SCALE: 1 1/2" = 1'-0"AE532
C4 DETAIL SECTION - TYPICAL ROOF GABLE WALL AT BRICK VENEER
KEY KEYNOTE TEXT
033000-K CONCRETE FLOOR, RE STRUCTURAL
042000-D THIN BRICK - RUNNING BOND
051200-A STEEL COLUMN, RE STRUCTURAL
051200-B STEEL BEAM, RE STRUCTURAL
051200-F STEEL TUBE, RE STRUCTURAL
052100-C TOP CORD EXTENSION, RE STRUCTURAL
054000-F COLD-FORMED METAL FRAMING
054000-I COLD FORMED STEEL RUNNER CHANNEL
054000-S CANOPY STRUCTURAL FRAMING - REF STRUCT
054000-T HAT CHANNEL, PER LINEAR METAL CEILING MANF.
055000-M STEEL TUBE SUPPORT, RE STRUCTURAL
061000-A FIRE-RETARDANT-TREATED WOOD BLOCKING
061000-B FIRE-RETARDANT-TREATED PLYWOOD SHEATHING
061000-C WOOD BLOCKING, CONTINUOUS
061000-D WOOD BLOCKING, AS REQUIRED
061000-E WOOD SHIMS, AS REQUIRED
061000-J EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS
072113-D FOIL-FACED POLYISOCYANURATE BOARD INSULATION WITH
TAPED AND SEALED SEAMS MIN R18 UNO
072113-F SPRAY POLYURETHANE FOAM INSULATION - CLOSED CELL
072200-A RIGID ROOF INSULATION
072200-C ROOF CANT STRIP
072726-A FLUID-APPLIED MEMBRANE AIR BARRIER, VAPOR PERMEABLE
074000-C METAL WALL PANELS SYSTEM
074000-P Z FURRING REFER TO SPEC FOR REQUIREMENTS AND
COORDINATION
074100-A VENTED METAL SOFFIT PANEL
074100-B METAL SOFFIT TRACK
074113 STANDING SEAM METAL ROOF
075323-A ETHYLENE PROPYLENE DIENE MONOMER (EPDM) MEMBRANE
ROOFING SYSTEM
076000-A PREFINISHED SHEET METAL FLASHING WITH HEMED DRIP
076000-B PREFINISHED SHEET METAL FLASHING
076000-C PREFINISHED SHEET METAL COUNTERFLASHING
076000-F TERMINATION BAR
076000-P TERMINATION BAR AND SEALANT
077200-A ROOFING SUBSTRATE BOARD
077253 SNOW AND ICE RETENTION SYSTEM
079200-C BACKER ROD AND SEALANT
079513-A ROOF EXPANSION JOINT ASSEMBLY
084413-A GLAZED ALUMINUM CURTAIN WALL
084413-C PREFINISHED ALUMINUM CORNER TRIM
084413-D PREFINISHED ALUMINUM TRIM
092216-D VERTICAL FURRING CHANNEL
092216-H METAL LATH AND DRAINAGE SYSTEM
092216-I METAL STUD CEILING FRAMING
092900-B GLASS MAT GYPSUM WALL BOARD
092900-J CANOPY AND LIGHT SHELF - SEE STRUCT
092900-M 5/8" GYPSUM WALL BOARD
095423-A LINEAR METAL CEILING
095423-C PREFINISHED SHEET METAL SLIP JOINT
095423.B LINEAR METAL CEILING ANGLE
SCALE: 1 1/2" = 1'-0"AE532
F1 DETAIL SECTION- ENTRY CANOPY AT PRECAST
SCALE: 1 1/2" = 1'-0"AE532
F8 DETAIL SECTION - VESTIBULE CANOPY WALL
SCALE: 1 1/2" = 1'-0"AE532
E8 DETAIL SECTION - WINDOW AT SOUTH CANOPY
GENERAL NOTES - ROOF:
LEGEND
K
074000-C
092216-H
092216-D
072113-D
061000-J
054000-F
072113-F
092900-B
076000-A
072113-D
079200-C
054000-I
072726-B
SLOPE - TYP
079200-C
072726-A
6" M
IN
1/
2"
BACKFILL PER CIVIL
1' -0
6" 4"
3"
076000-A
312000-F
312000-E
334600-A
312000-G
312000-H
334600-B
071352-A
071352-A
033000-J
033000-R033000-R
1'-0"
033000-Q
LEVEL 1
0"
092216-H
092216-D
072113-D
061000-J
054000-F
072113-F
092900-B
054000-I
079200-C
051200-D
033000-Q
034500-C
SEE STRUCT 3"
9 7/8"
SLOPE - TYP
072726-A
6" M
IN
TYP
2'-0"
SEE F1/AE533 FOR TYPICAL
FOUNDATION WALL/ FOOTING
WATERPROOFING AND NOTES
SEE DETAIL F1/AE533 FOR SIM NOTES
SEE SPEC SECTION
034500 FOR SPECIFIC
PRECAST
REQUIREMENTS AND
COORDINATION
LEVEL 1
0"
SEE F1/AE533 FOR TYPICAL SHEET
WATERPROOFING AND FOUNDATION
WALL/ FOOTING NOTES
SLOPE - SEE CIVIL
SEE STRUCT FOR STOOP
4" 6"
SEE STRUCT
087100-G
VOID FORM. SEE STRUCTURAL
SLOPE
S
LO
P E
SLOPE
S
LO
P E
3'
2' - 0" 2' - 0" 2' - 0"
6' - 0"
1'
1'
221400-B
221400-A 221400-D
2' - 0"1' - 6" 1' - 6"
5'-3" WIDE x 2" DEEP SUMP
D R
A
IN
F
LO
W L
IN
E
2" A
B O
V E
M A
IN
R
O O
F
M
IN
R -V
A L U
E M
A
IN
T A
IN 1 49/256"
3/ 8"
221400-A 221400-B
221400-A 221400-B
075323-A
061000-F
072200-B
077200-A
053100-A
054000-R
055000-N
076000-O
051200-B
A. SEE AE611 FOR EXTERIOR WALL TYPE DETAILS FOR WALL ASSEMBLY
EX: 'EW-X' AND INTERIOR PARTITION TYPE DETAILS
A. BASIS OF DESIGN FOR ROOFING UNDERLAYMENT IS GRACE ICE AND
WATERSHIELD. ROOFING UNDERLAYMENT SHALL BE SELF-SEALING, SELF-
ADHERING, AND EXTEND FROM THE ROOF EAVES TO THE ROOF RIDGE AND
SHALL BE INSTALLED IN ACCORDANCE WITH THE ROOFING UNDERLAYMENT
MANUFACTURER'S WRITTEN RECOMMENDATIONS INCLUDING SURFACE
PREPARATION AND MEMBRANE INSTALLATION.
B. SEE AE611 ROOF ASSEMBLIES/ROOF TYPES
C. SOFFIT TO EXTEND 2'-4" U.N.O
D. COORDINATE DOWNSPOUTS LOCATIONS WITH CIVIL DRAWINGS
E. SINGLEPLY ROOF DRAIN ACHIEVED THROUGH TAPERED INSULATION
F. ARROWS INDICATE ROOF SLOPE DIRECTIONS
PENTHOUSE
28' - 0"
D.5
E
Q U
A L
R
IS
E R
S
1' -6
2'
-1 0"
076000-P
076000-A
087100-G
072726-E
079200-D
R1
D.9
3 EQUAL TREADS W/ 1" OVERHANG
3'-0"
055100-A
076000-A
079200-C
061000-A
074000-C
081113-B
055100-F
##KEYNOTES
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
LEO A. DALY
SUITE 1300
730 2ND AVE. SOUTH
MINNEAPOLIS, MN 55402
612-752-8734
C :\U se rs
\g cb ur nh am \D oc um en ts
\A ut od es k\ R ev it
P ro je ct s\
.0 5_
A R
C H
_R
_G C
B ur nh am
.r vt
5/
/2
4:
:1
P
M
AE533
ARCHITECTURAL ROOF AND
ENVELOPE DETAILS
CONSTRUCT MENTAL HEALTH
OUTPATIENT BLDG 52 ADDITION
2101 ELM STREET, FARGO, ND 58102
437-316
05/26/2023 TW GCB
100% BID DOCUMENTS
VEG 21.05 DWG 102 of 188
CONTRACT DOCUMENTS SUBMISSION
FULLY SPRINKLERED
SCALE: 1 1/2" = 1'-0"AE533
F1 DETAIL SECTION - WALLBASE AT METAL PANELS
SCALE: 1 1/2" = 1'-0"AE533
D4 DETAIL SECTION - WALLBASE AT PRECAST PANEL
SCALE: 1 1/2" = 1'-0"AE533
D7 DETAIL SECTION - ENTRYWAY AT FOUNDATION
SCALE: 1 1/2" = 1'-0"AE533
B1 DETAIL - ROOF DRAIN W/OVERFLOW DRAIN PLAN
KEY KEYNOTE TEXT
033000-J CONCRETE SLAB, RE STRUCTURAL
033000-Q COMPRESSIBLE JOINT FILLER, SEALANT AT TOP
033000-R UNDER-SLAB VAPOR BARRIER
034500-C PRECAST CONCRETE WALL PANEL
051200-B STEEL BEAM, RE STRUCTURAL
051200-D STEEL ANGLE, RE STRUCTURAL
053100-A STEEL ROOF DECK, RE STRUCTURAL
054000-F COLD-FORMED METAL FRAMING
054000-I COLD FORMED STEEL RUNNER CHANNEL
054000-R METAL FRAMING
055000-N CLAMPING RING
055100-A PRE-MANUFACTURED EXTERIOR METAL STAIR
055100-F STAINLESS STEEL PIPE/ TUBE RAILING
061000-A FIRE-RETARDANT-TREATED WOOD BLOCKING
061000-F PLYWOOD BACKING PANELS
061000-J EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS
071352-A BITUMINOUS SHEET WATERPROOFING
072113-D FOIL-FACED POLYISOCYANURATE BOARD INSULATION WITH
TAPED AND SEALED SEAMS MIN R18 UNO
072113-F SPRAY POLYURETHANE FOAM INSULATION - CLOSED CELL
072200-B TAPERED ROOF INSULATION
072726-A FLUID-APPLIED MEMBRANE AIR BARRIER, VAPOR PERMEABLE
072726-B WEATHER RESISTIVE BARRIER WRB
072726-E ROOF MEMBRANE
074000-C METAL WALL PANELS SYSTEM
075323-A ETHYLENE PROPYLENE DIENE MONOMER (EPDM) MEMBRANE
ROOFING SYSTEM
076000-A PREFINISHED SHEET METAL FLASHING WITH HEMED DRIP
076000-O DRAIN LEADER, TYP
076000-P TERMINATION BAR AND SEALANT
077200-A ROOFING SUBSTRATE BOARD
079200-C BACKER ROD AND SEALANT
079200-D SEALANT - CONT
081113-B HOLLOW METAL FRAME
087100-G ALUMINUM DOOR THRESHOLD
092216-D VERTICAL FURRING CHANNEL
092216-H METAL LATH AND DRAINAGE SYSTEM
092900-B GLASS MAT GYPSUM WALL BOARD
221400-A ROOF DRAIN, RE PLUMBING
221400-B OVERFLOW ROOF DRAIN, RE PLUMBING
221400-D CRICKET VALLEY, TYP
312000-E COMPACTED ENGINEERED FILL - TYP
312000-F COMPACTED FILL - TYP SEE STRUCT AND CIVIL
312000-G WASHED GRAVEL NO FINES
312000-H FOOTINGS AND SLABS TO BEAR ON 6" MIN COMPACTED
ENGINEERED FILL - TYP
334600-A 6" DRAIN TILE CONNECT TO SUMP PIT - COORDINATE WITH
PLUMBING
334600-B FILTER FABRIC
SCALE: 1 1/2" = 1'-0"AE533
B4 DETAIL SECTION - ROOF DRAIN W/OVERFLOW DRAIN
GENERAL NOTES - ROOF:
SCALE: 1 1/2" = 1'-0"AE533
C6 DETAIL SECTION - PENTHOUSE ROOF ACCESS STAIR
E
HIGH ROOF TOS
39' - 7"
074113
077200-A
061000-F
076000-B
076000-B
061000-J
052100-C
061000-A
074100-B
074100-A
051200-B
074000-C
076000-B
079200-C
072726-A
061000-J
072113-D
092216-H
079200-C
076000-B076000-B
074100-B
074100-A
054000-F
072113-D
061000-J
D.5D.9
072200-A
072130-A
072113-F
072113-F
F E.8
PARAPET
32' - 4 1/2"
054000-F
061000-A
074100-A
074100-B
076000-B
079200-C
074000-C
072726-A
072113-D
061000-J
076000-B
M
IN
. 6
MIN. 6"
042000-F
072113-D
092216-H
072726-A
061000-J
054000-F
072113-F
092900-B
072726-A
072113-D
061000-J
075323-A
042000-D
054000-I
051200-F
076000-B
054000-F
054000-I
061000-A
076000-B
061000-C
061000-A
076000-B
074100-B
075323-A
074113
077253
052100-C
072726-A
077200-A
072130-A
G.4
3/ 8"
074100-A
084413-A
084413-A
079200-C
061000-J
072113-F
072726-A
1 1/2" MIN.
EXISTING BRICK VENEER WALL
061000-A
METAL FLASHING GROVE,
BACKER ROD AND SEALANT
PARALLEL TO METAL ROOF - G.C.
TO VERIFY EXISTING WALL CONDITION/MATERIAL
076000-B
FLASHING FASTNERS AS REQ.
PRE-FINISHED COUNTER-FLASHING
WITH CONTINUOUS BEAD SEALANT
- SECURE TO EXISTING WALL
FILL CAVITY WITH FLEXIBLE
CLOSED CELL FOAM
1 1/2" MIN. EXPANSION GAP - FILL
WITH COMPRESSIBLE TUBE
074113
077200-A
061000-F
072726-A
072200-A
074000-C
072113-D
092216-H
092216-D
072726-A
076000-B
079200-C
061000-A
076000-B
072726-A
061000-F
076000-B
R2
1.9
061000-A
072130-A
1HR UL419 WITH EW-B
092900-G
SEE FLOOR PLAN FOR WALL TYPE
092900-Q092900-Q
B2
A. SEE AE611 FOR EXTERIOR WALL TYPE DETAILS FOR WALL ASSEMBLY
EX: 'EW-X' AND INTERIOR PARTITION TYPE DETAILS
A. BASIS OF DESIGN FOR ROOFING UNDERLAYMENT IS GRACE ICE AND
WATERSHIELD. ROOFING UNDERLAYMENT SHALL BE SELF-SEALING, SELF-
ADHERING, AND EXTEND FROM THE ROOF EAVES TO THE ROOF RIDGE AND
SHALL BE INSTALLED IN ACCORDANCE WITH THE ROOFING UNDERLAYMENT
MANUFACTURER'S WRITTEN RECOMMENDATIONS INCLUDING SURFACE
PREPARATION AND MEMBRANE INSTALLATION.
B. SEE AE611 ROOF ASSEMBLIES/ROOF TYPES
C. SOFFIT TO EXTEND 2'-4" U.N.O
D. COORDINATE DOWNSPOUTS LOCATIONS WITH CIVIL DRAWINGS
E. SINGLEPLY ROOF DRAIN ACHIEVED THROUGH TAPERED INSULATION
F. ARROWS INDICATE ROOF SLOPE DIRECTIONS
K
3.9
072113-F
072119-A
EW-A2
EW-A2
PROVIDE SPRAY
INSULATION AND THERM
BARRIER ALONG LENGTH
OF BASE TRACK, TYP
EW-A2 AND EW-B2
##KEYNOTES
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
LEO A. DALY
SUITE 1300
730 2ND AVE. SOUTH
MINNEAPOLIS, MN 55402
612-752-8734
C :\U se rs
\g cb ur nh am \D oc um en ts
\A ut od es k\ R ev it
P ro je ct s\
.0 5_
A R
C H
_R
_G C
B ur nh am
.r vt
5/
/2
4:
:2
P
M
AE534
ARCHITECTURAL ROOF AND
ENVELOPE DETAILS
CONSTRUCT MENTAL HEALTH
OUTPATIENT BLDG 52 ADDITION
2101 ELM STREET, FARGO, ND 58102
437-316
05/26/2023 TW GCB
100% BID DOCUMENTS
VEG 21.05 DWG 103 of 188
CONTRACT DOCUMENTS SUBMISSION
FULLY SPRINKLERED
SCALE: 1 1/2" = 1'-0"AE534
F6 DETAIL SECTION - PENTHOUSE SOFFIT AT BEAM
SCALE: 1 1/2" = 1'-0"AE534
F3 DETAIL SECTION - PENTHOUSE SOFFIT AT METAL PANEL
SCALE: 1 1/2" = 1'-0"AE534
B1 DETAIL PLAN - TYPICAL PARAPET OUTSIDE CORNER
KEY KEYNOTE TEXT
042000-D THIN BRICK - RUNNING BOND
042000-F THIN BRICK - CORNER PIECE
051200-B STEEL BEAM, RE STRUCTURAL
051200-F STEEL TUBE, RE STRUCTURAL
052100-C TOP CORD EXTENSION, RE STRUCTURAL
054000-F COLD-FORMED METAL FRAMING
054000-I COLD FORMED STEEL RUNNER CHANNEL
061000-A FIRE-RETARDANT-TREATED WOOD BLOCKING
061000-C WOOD BLOCKING, CONTINUOUS
061000-F PLYWOOD BACKING PANELS
061000-J EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS
072113-D FOIL-FACED POLYISOCYANURATE BOARD INSULATION WITH
TAPED AND SEALED SEAMS MIN R18 UNO
072113-F SPRAY POLYURETHANE FOAM INSULATION - CLOSED CELL
072119-A THERMAL AND IGNITION BARRIER COATING ON SPRAY INSULATION
072130-A PRE-ENGINEERED BUILDING INSULATION
072200-A RIGID ROOF INSULATION
072726-A FLUID-APPLIED MEMBRANE AIR BARRIER, VAPOR PERMEABLE
074000-C METAL WALL PANELS SYSTEM
074100-A VENTED METAL SOFFIT PANEL
074100-B METAL SOFFIT TRACK
074113 STANDING SEAM METAL ROOF
075323-A ETHYLENE PROPYLENE DIENE MONOMER (EPDM) MEMBRANE
ROOFING SYSTEM
076000-B PREFINISHED SHEET METAL FLASHING
077200-A ROOFING SUBSTRATE BOARD
077253 SNOW AND ICE RETENTION SYSTEM
079200-C BACKER ROD AND SEALANT
084413-A GLAZED ALUMINUM CURTAIN WALL
092216-D VERTICAL FURRING CHANNEL
092216-H METAL LATH AND DRAINAGE SYSTEM
092900-B GLASS MAT GYPSUM WALL BOARD
092900-G GYPSUM BOARD CORNER BEAD
092900-Q 5/8" FIRE RATED GYPSUM WALL BOARD
SCALE: 1 1/2" = 1'-0"AE534
D3 DETAIL SECTION - TYPICAL EAVE AT VESTIBULE CW
SCALE: 1 1/2" = 1'-0"AE534
B3 TRANSITION DETAIL AT EXISTING BUILDING ROOF
SCALE: 1 1/2" = 1'-0"AE534
B6 DETAIL SECTION - VESTIBULE ROOF AT METAL PANEL
GENERAL NOTES - ROOF:
SCALE: 1 1/2" = 1'-0"AE534
D1 DETAIL PLAN - COLD ATTIC WALL - TYP
FEATHER OUT 36" MIN
096813-A
096005-A
096516-A
035400-A
RESILIENT TRANSITION (T2)
096516-A
096516-A
096005-A
RESILIENT TRANSITION (T1)
093013-A
093013-A
093000-A
1"
093095-A
093013-M
035400-B
HEAT WELD
(WELDING ROD: AS
SPECIFIED)
096516-A
096516-A
METAL EDGE TRANSITION (TS3)
W/ SEALANT TO MATCH GROUT
COLOR
093013-M
035400-B
033000-J
096516-A
093013-A
093095-A
035400-A
079200-A
3/ 8"
1/ 2"
7/ 8"
FILL WITH CONCRETE TOPPING
/ THINSET OR MORTAR BED TO
ACHIEVE FLUSH TRANSITION
METAL EDGE TRANSITION (TS3)
W/ SEALANT TO MATCH GROUT
COLOR
093013-M
035400-B
033000-J
096516-A
093013-L
093095-A
035400-A
079200-A
1/ 2"
3/ 8"7/
8"
FILL WITH CONCRETE TOPPING
/ THINSET OR MORTAR BED TO
ACHIEVE FLUSH TRANSITION
1/ 2"
Z-EDGE FRAME
LATEX SCREED
SHIMS
1 1/16"
2"
4"
1"
#4 CONT BAR
#4 DOWEL, REF STRUC
CONCRETE SLAB
3 5/8" X 4" CONCRETE CURB
G.4
EXISTING FACE
BRICK TO
REMAIN
LATEX GROUT
LEVELING BED/GASKET
FINISHED FLOOR AS
SCHEDULED
079513-B
WALL PROTECTION PER FINISH SCHEDULE W/ 1/8"
THK SPACERS AT 12" OC
6" X 16 GA BACKING PLATE - TYP AT TOP AND BOTTOM OF WALL
PROTECTION
##KEYNOTES
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
LEO A. DALY
SUITE 1300
730 2ND AVE. SOUTH
MINNEAPOLIS, MN 55402
612-752-8734
C :\U se rs
\g cb ur nh am \D oc um en ts
\A ut od es k\ R ev it
P ro je ct s\
.0 5_
A R
C H
_R
_G C
B ur nh am
.r vt
5/
/2
4:
:2
P
M
AE541
ARCHITECTURAL FLOOR FINISH
DETAILS
CONSTRUCT MENTAL HEALTH
OUTPATIENT BLDG 52 ADDITION
2101 ELM STREET, FARGO, ND 58102
437-316
05/26/2023 RAK PJS
100% BID DOCUMENTS
VEG 21.05 DWG 104 of 188
CONTRACT DOCUMENTS SUBMISSION
FULLY SPRINKLERED
SCALE: 3" = 1'-0"AE541
F1 FLOORING TRANSITION - CARPET TO RESILIENT
SCALE: 3" = 1'-0"AE541
F3 FLOORING TRANSITION - RESILIENT TO RESILIENT
SCALE: 3" = 1'-0"AE541
F7 TRANSITION - COVE BASE AT TILE
KEY KEYNOTE TEXT
033000-J CONCRETE SLAB, RE STRUCTURAL
035400-A FLOOR LEVELING FEATHERED OUT SO FINISH FLOORING IS FLUSH
WITH TOP OF METAL EDGE STRIP
035400-B MORTAR BED
079200-A JOINT SEALANT
079513-B INTERIOR EXPANSION JOINT SYSTEM
093000-A METAL COVE BASE TRANSITION
093013-A CERAMIC TILE
093013-L QUARRY TILE
093013-M ELASTOMERIC WATERPROOF MEMBRANE
093095-A THINSET MORTAR
096005-A RESILIENT FLOOR TRANSITION STRIP
096516-A RESILIENT SHEET FLOORING
096813-A TILE CARPETING
SCALE: 3" = 1'-0"AE541
F5 FLOORING TRANSITION - RESILIENT TO RESILIENT (HEAT WELD)
SCALE: 3" = 1'-0"AE541
E7 FLOORING TRANSITION - RESILIENT TO PORCELAIN TILE (METAL)
SCALE: 3" = 1'-0"AE541
E5 FLOORING TRANSITION - RESILIENT TO QUARRY TILE (METAL)
SCALE: 3" = 1'-0"AE541
E1 DETAIL SECTION - WALK OFF MATT
SCALE: 3" = 1'-0"AE541
C7 DETAIL SECTION - CONCRETE CURB AT COMM/EHRM
SCALE: 3" = 1'-0"AE541
C5 DETAIL - EXPANSION JOINT AT FLOOR
SCALE: 1 1/2" = 1'-0"AE541
C1 DETAIL - WALL PROTECTION
FE.8
MIN HEAD CLEARANCE FROM TOP OF COIL BOX
MOTOR
COIL BOX
ACCESS PANEL
LEVEL 2
14' - 0"
F E.8
5 1/2"
S E
E R
C P
F O
R H
E
IG
H T
S
5" 1'
-2
1'-2 1/2"
1 1/2" TOP HOOD BEAD BY MFR.
4' -2
2'
-1 0"
18"x18" ACCESS PANEL AT MOTOR END
SOLID SURFACE COUNTER
MODULAR FURNITURE BY VA
MIN. 16 GA. STEEL
STUDS REQUIRED
FULL HEIGHT OF
GRILLE. EA SIDE
3" x 2" x 3/16" STEEL
ANGLE. SEE
STRUCT.
GUIDE TRIM BY MFR.
GRILLE GUIDE BY MFR.
SOLID SURFACT
COUNTER BELOW
7 3/4" 1 5/8"
/1 6"
GRILLE CURTAIN
FINISHED CEILING. SEE RCP
HEAD TRACK
STEEL PLATE BY MANUFACTURER
3/8" DIA. THREADED RODS @ 16" O.C.
BY MANUFACTURER
4 1/2"
5"
1'
-1 1"
M
IN
7 1/2"
HANGER RODS
CL
2 LAYERS 5/8" GYP BD ON
2.5" STEEL STUDS AT 16" OC
7 1/2" 7 1/2"
SOFFIT TRIM BY DOOR MFR
SEE STRUCT
SEE RCP FOR CEILING SYSTEM
084413-A
092900-B
072113-D
092900-B
092216-I
7 1/4" 8"
2"
095100-A
084413-A
092900-B
072113-D
092900-B
092216-I
7 1/4" 8"
095100-A
2"
084413-A
092900-B
072113-D
092900-B
092216-I
8"
G.6
MAXIMUM SPAN 6'-0"
MAXIMUM SPAN 12'-0"
051200-F
052100-A
EXISING WINDOW,
FIELD VERIFY DIM.
EXISTING
MASONRY WALL
ALIGN
092216-I
092216-I
095100-E
092900-N092900-N
PT-1
PT-1
TILE, SEE ROOM FINISH SCHEDULE
SANITARY NAPKIN
DISPENSER CABINET - VV
CONTINUOS FIRE RATED
ASSEMBLY OR SMOKE
ASSEMBLY AROUND CABINET
OPENING.
##KEYNOTES
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
LEO A. DALY
SUITE 1300
730 2ND AVE. SOUTH
MINNEAPOLIS, MN 55402
612-752-8734
C :\U se rs
\g cb ur nh am \D oc um en ts
\A ut od es k\ R ev it
P ro je ct s\
.0 5_
A R
C H
_R
_G C
B ur nh am
.r vt
5/
/2
4:
:3
P
M
AE542
ARCHITECTURAL INTERIOR
DETAILS
CONSTRUCT MENTAL HEALTH
OUTPATIENT BLDG 52 ADDITION
2101 ELM STREET, FARGO, ND 58102
437-316
05/26/2023 TW GCB
100% BID DOCUMENTS
VEG 21.05 DWG 105 of 188
CONTRACT DOCUMENTS SUBMISSION
FULLY SPRINKLERED
SCALE: 1" = 1'-0"AE542
F4 DETAIL SECTION - COILING GRILLE BOX
SCALE: 1 1/2" = 1'-0"AE542
F1 DETAIL SECTION - SECURITY GRILLE RECEPTION 220
SCALE: 3" = 1'-0"AE542
B1 PLAN DETAIL - OVERHEAD SECURITY GRILLE DETAIL
SCALE: 3" = 1'-0"AE542
B3 DETAIL SECTION - COILING GRILLE HEAD TRACK
SCALE: 1 1/2" = 1'-0"AE542
B5 DETAIL - FOLDING DOOR AT HEAD
SCALE: 1 1/2" = 1'-0"AE542
B6 DETAIL SECTION - CURTAIN WALL SOFFIT 1
SCALE: 1 1/2" = 1'-0"AE542
B7 DETAIL SECTION - CURTAIN WALL SOFFIT 2
SCALE: 1 1/2" = 1'-0"AE542
D7 DETAIL SECTION - CURTAIN WALL SOFFIT 3
SCALE: 1 1/2" = 1'-0"AE542
F6 DETAIL - CFMF NON LOAD BEARING LINTEL
0 100% BID DOCUMENTS 05/26/2023
KEY KEYNOTE TEXT
051200-F STEEL TUBE, RE STRUCTURAL
052100-A STEEL JOIST, RE STRUCTURAL
072113-D FOIL-FACED POLYISOCYANURATE BOARD INSULATION WITH
TAPED AND SEALED SEAMS MIN R18 UNO
084413-A GLAZED ALUMINUM CURTAIN WALL
092216-I METAL STUD CEILING FRAMING
092900-B GLASS MAT GYPSUM WALL BOARD
092900-N GYPSUM BOARD CEILING
095100-A ACOUSTICAL PANEL CEILING, RE FINISH LEGEND
095100-E HANGER WIRE SECURE TO STRUCTURE ABOVE
SCALE: 1 1/2" = 1'-0"AE542
D6 SECTION DETAIL - RETURN AT EXISTING 52 WINDOW
SCALE: 1 1/2" = 1'-0"AE542
E8 PLAN DETAIL - CABINET AT FIRE BARRIER
FINISH FLOOR
SECTION VIEW AT BOTTOM
1 TREAD DEEP MIN.
SECTION VIEW AT INTERMEDIATE LEVEL
1' -0
FACE OF WALL
1 1/2"
3'
0"
3'
6"
4" 3"
TOP LANDING AT CONC. FLOOR
1' -0
2"
2' -1
/2
3' -0
3' -6
1'-0"
051200-B
055100-W
055100-C
054000-D
055100-B
092216-D
092900-A
265100-A
055100-K
055100-C
092900-D
055100-J
055100-B
054000-D
055100-L
055100-L
054000-D
053100-B
051200-G
051200-D
092900-N
092216-K
092216-K
055100-O
055100-T
055100-M055100-M
055100-Q
055100-O
055100-T
055100-M055100-M
055100-Q
055100-Q
055100-U
055100-Q
055100-M
055100-O
055100-T
055100-Q
055100-C
055100-U
055100-X
054000-D
055100-B
055100-L
055100-ZA
055100-Z
0'
/2
092900-Q
FACE OF WALL
092216-J
055100-N
055100-T
1 1/2" 055100-N
055100-T
2 1/4"
NOTE: GRIND ALL WELDS SMOOTH,
PREPARE, PRIME AND PAINT ALL
EXPOSED SURFACES
FACE OF WALL
2'
3'
6"
1 1/2" 2 1/4"
GUARDRAIL
SECTION AT
TOP LANDING
2'
WALL MOUNTED
HANDRAIL
SECTION VIEW
SIM AT STAIR
TREADS
3' -2
4"
2 1/4" 1 1/2"
ELEV. VIEW AT
INTERMEDIATE POST
1 1/4"
055100-C
053100-B
055100-B
054000-D
055100-C
092216-J
055100-T
055100-Q
055100-R
055100-N
055100-O
4"
055100-M 055100-M
055100-O
055100-T
055100-R
055100-Q
055100-C
055100-B
054000-D
1/
2"
LEVEL 2
14' - 0"
2'-0"
3' -6
RETURN TO GUARD
2' -1
0"
4"
F5
AE551
FOR ADDITIONAL
INFO, SEE
053100-B
051200-B
092216-A
092900-A
092900-G
092216-A
092216-D
051200-G
055100-U
055100-T
055100-N
055100-V
4"
AE551
C3
7"
11"
##KEYNOTES
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
LEO A. DALY
SUITE 1300
730 2ND AVE. SOUTH
MINNEAPOLIS, MN 55402
612-752-8734
C :\U se rs
\g cb ur nh am \D oc um en ts
\A ut od es k\ R ev it
P ro je ct s\
.0 5_
A R
C H
_R
_G C
B ur nh am
.r vt
5/
/2
4:
:3
P
M
AE551
ARCHITECTURAL STAIR DETAILS CONSTRUCT MENTAL HEALTH
OUTPATIENT BLDG 52 ADDITION
2101 ELM STREET, FARGO, ND 58102
437-316
05/26/2023 TW GCB
100% BID DOCUMENTS
VEG 21.05 DWG 106 of 188
CONTRACT DOCUMENTS SUBMISSION
FULLY SPRINKLERED
SCALE: 1 1/2" = 1'-0"AE551
F5 DETAIL - TYPICAL STAIR SECTION
SCALE: 3" = 1'-0"AE551
C3 DETAIL - WALL MOUNTED HANDRAIL
SCALE: 1 1/2" = 1'-0"AE551
F1 DETAIL - HANDRAIL
1. FOLLOW FEDERAL CODE REQUIREMENTS, VERIFY ALLOWABLE DESIGN STRESSES OF RAILS AND
POSTS.
2. VERIFY THE STRUCTURAL VALUE OF FASTENERS AND ANCHORAGE TO BUILDING STRUCTURE
FOR BOTH VERTICAL AND LATERAL FORCES.
3. GUARDS AT STAIR SHALL BE DESIGNED TO PREVENT PASSAGE OF A 4" IN. DIAMETER SPHERE, AT ANY OPENING, IN AREAS ACCESSIBLE TO PUBLIC.
4. STAIRS, GUARDRAILS AND HANDRAILS TO BE SHOP FABRICATED AND GALVANIZED PRIOR TO
SHIPPING.
5. INTERIOR STAIR COMPONENTS TO BE PRIMED AND PAINTED.
6. PROVIDE 1/4" PL CAP AT EXPOSED STL TUBE COLUMN AND STAIR STRINGER ENDS.
7. GRIND WELDS SMOOTH.
8. REFER TO SPECIFICATION SECTION 05 73 00 - DECORATIVE METAL STAIRS AND RAILINGS: FOR
DELEGATED DESIGN REQUIREMENTS.
SCALE: 1 1/2" = 1'-0"AE551
C1 DETAIL -…
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