HomeMy WebLinkAboutPLANS - 23-00882 - BYUI Hart building - Facade ReplacementAPPROVAL SIGNATURES
ALVIN F. MEREDITH III
PRESIDENT OF BRIGHAM YOUNG UNIVERSITY-IDAHO
BRETT COOK
UNIVERSITY RESOURCES VICE PRESIDENT
KYLE WILLIAMS
MANAGING DIRECTOR, UNIVERSITY OPERATIONS
ANDY JOHNSON
DIRECTOR, ARCHITECTURE & CONSTRUCTION MANAGEMENT
SERVICES
NATHAN CARDON
DIRECTOR, FACILITIES MANAGEMENT OPERATIONS
DATE
DATE
DATE
DATE
DATE
Applicable Codes
Code Year
International Building Code (IBC)2018
International Mechanical Code (IMC) 2018
International Fire Code (IFC) 2018
International Energy Conservation Code (IECC) 2018
National Electrical Code (NEC) 2017
ADA Accessibility Guidelines 2010
International Plumbing Code (IPC) 2017
International Building Code (IBC) Analysis
Construction Type I-B Sect. 602
Building Occupancies A-3 Sect. 303.4
Design Building Area (Existing)170,633 Sf
Allowed Building Area Unlimited Sf Sect. 506.1 Per Equation 5-1
Allowed Building Height (Ft)180 Ft Sect. 504.3
Allowed Building Height (Stories) 12 Stories Sect. 504.4
International Existing Building Code (IEBC) 2015
Design Building Height (Ft) 56 Ft
Design Building Height (Stories)3 Stories
THIS IS A SIMPLE EXTERIOR FACADE REPLACEMENT PROJECT, THERE ARE NO CHANGES TO THE EXISTING:
• BUILDING USE
• BUILDING OCCUPANCY TYPES
• OCCUPANT COUNT
• PLUMBING COUNT
• EGRESS PATH
VICINITY MAP
DRAWING INDEX
SITE MAP
SCALE: A1 DETAIL
XXX
2
XX
X
XX.XX
ROOM
NUM
NAME
SYMBOLS LEGEND
ROOM IDENTIFICATION
NUMBER
DOOR NUMBER
REFERENCE NOTE
GLAZING TYPE
PARTITON WALL TYPE
INTERIOR ELEVATION
WALL SECTION
EXTERIOR ELEVATION
DETAIL
REVISION DELTA
ROOM NUMBER
ELEVATION
NUMBER
SHEET NUMBER
ELEVATION
NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
REVISION NUMBER
BUILDING SECTION
DETAIL TITLE
ROOM NAME
SHADE INDICATES
ELEVATED WALLA1
A2A4
A3
AFF
CMU
EIFS
ABOVE FINISH FLOOR
CONCRETE MASONRY UNIT
EXTERIOR INSULATED FINISH
EQ EQUAL
MAX MAXIMUM
MIN MINIMUM
NIC NOT IN CONTRACT
O.C. ON CENTER
SPEC SPECIFICATION
SIM SIMILAR
TYP TYPICAL
T.O. TOP OF
B.O. BOTTOM OF
ABBREVIATIONS
RCP REFLECTED CEILING PLAN
DEMO DEMOLITION
EXTG. EXISTING
EQUIP. EQUIPMENT
RMS ROOMS
MEP MECHANICAL, ELECTRICAL &
PLUMBING
STRU.STRUCTURAL
HT. HEIGHT
WD. WIDTH
FIN. FINISH
CLG. CEILING
F.V. FIELD VERIFY
MATERIAL LEGEND
CONCRETE
STUD WALL
GRAVEL
COMPACTED FILL
AND/OR EARTH
BATT INSULATION
RIGID INSULATION
CMU (CONCRETE MASONRY UNIT)
GYPSUM BOARD OR
CONCRETE
SURFACE
PROJECT NUMBER:
PROJECT ARCHITECT
www.ffkr.com
www.ffkr.com
www.ffkr.com
www.ffkr.com
FFKR ARCHITECTS
730 PACIFIC AVE.
SALT LAKE CITY, UT 84104
801-512-6186
BE STRUCTURAL SOLUTIONS
137 W 1900 NORTH
LAYTON, UT 84041
801-698-1806
bestructuralsolutions@gmail.com
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STRUCTUAL ENGINEER
MECHANICAL
-
JOHN W. HART EXTERIOR FACADE REPLACEMENT
PERMIT SET
Nov. 17 2023
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PROJECT TEAM
SHEET NO. SHEET NAME
GENERAL INFORMATION
G000 COVER
ARCHITECTURAL
AD101 EAST DEMO PLANS
AD200 BUILDING DEMO ELEVATIONS
AD300 REFERENCE WALL SECTIONS & DETAILS
AE101 FLOOR AND ROOF PLANS
AE200 BUILDING ELEVATIONS
AE300 WALL SECTIONS
AE301 WALL SECTIONS
AE500 DETAILS
AE600 METAL PANEL AND LOUVER SCHEDULES
AE900 3-D VIEWS
STRUCTURAL DRAWINGS
SE-001 GENERAL NOTES
SE-002 LEGEND
SE-101 PLAN
SE-301 ELEVATIONS
SE-501 DETAILS
CODE REVIEW
UPUP
2 43 5 6 7 10 11 12
B
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NO INTERIOR WORKS
PERFORMED
02.05
TYP TYP
TYP
TYP
02.05
02.05
1 2 43 5 6 7 10 11 12
B
C
D
E
F
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AD200 B1
AD200D6
AD200
A1
AD200
D3
NO WORKS
PERFORMED IN THIS
AREA
02.06
02.05
02.06
02.06
02.06
02.11
NO WORKS
PERFORMED
IN THIS AREA
02.05
02.07
02.07
02.63
02.63
02.63
02.63
02.63
02.87
02.87
CONSTRUCTION
LIMIT LINE
02.06
02.11
2'
-
6
"
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26
'
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2
"
AD200D1
GENERAL DEMO NOTES
A. PROTECT ALL ADJACENT SURFACES AND
EQUIPMENT DURING CONSTRUCTION.
B. SET UP A CONSTRUCTION BARRIER IN EACH
OF THE CONSTRUCTION AREAS.
C. DUST CONTAINMENT IS MANDATORY.
D. REFER TO STRUCTURAL DRAWINGS FOR
ADDITIONAL INFORMATION.
E. MUST REFER TO DIMENSIONS AND NOTES
FOR ACTUAL DEMOLITION BOUNDARY AND
SCOPE. REPLACE ANY DISPLACED EQUIPMENT
BACK TO THE ORIGINAL STATE AFTER FINAL
COMPLETION.
F. ALL PRECAST PANELS, DISCARDED
CONNECTIONS, AND FASTENERS WITHIN THE
PROJECT DEMO SCOPE TO BE REMOVED AND
HAULED AWAY BY THE GENERAL
CONTRACTOR.
AREA OF CONSTRUCTION
LEGEND
1 2 43 5 6 7 10 11 12
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NO INTERIOR WORKS
PERFORMED
02.05TYP
02.05
TYP
TYP 02.05
02.16
02.15
02.14
02.19
02.19
02.19 TYP
GENERAL NOTES
A. SEE SHEET AE600 FOR METAL PANEL TYPES.
NOTES ON ELEVATIONS (EX: CBABABC OR
BABA) REFERENCE TO PANEL TYPES LISTED
IN PANEL SCHEDULE.
B. CONTRACTOR TO PROVIDE BLOCKING AT ALL
PENETRATIONS (EG: DRAIN DOWNSPOUTS),
PARAPET CAPS, SOFFITS, AND AS NEEDED
WHERE EQUIPMENT MAY BE MOUNTED BY
OWNER.
C. CONTRACTOR TO COORDINATE REMOVAL
AND REINSTALLATION OF ALL EQUIPMENT
WITH OWNER. EQUIPMENT TO MEET ALL
MANUFACTURERS WRITTEN INSTRUCTIONS.
D. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS SHOWN ON THE
DOCUMENTS AT THE JOB SITE AND SHALL
NOTIFY THE ARCHITECT OF ANY OMISSIONS,
DISCREPANCIES OR CONFLICTS BEFORE
PROCEEDING WITH THE WORK.
E. DO NOT SCALE DRAWINGS. DIMENSIONS AND
ENLARGED PLANS GOVERN OVER SMALL
SCALE DRAWINGS.
2"
1
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0
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B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
20
2
3
-
1
1
-
2
0
2
:
0
2
:
3
1
P
M
AD101
EAST
DEMO
PLANS
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23110
SCALE:1/16" = 1'-0"A4 EXT-LEVEL 3 DEMO PLAN
SCALE: 1/16" = 1'-0"
C4 EXT-ROOF DEMO PLAN
02.05 REMOVE EXISTING VERTICAL PRECAST PANEL, CLEAN
SUBSTRATE FOR NEW BUILD
02.06 REMOVE EXISTING HORIZONTAL PRECAST PANEL,
CLEAN SUBSTRATE FOR NEW BUILD
02.07 REMOVE EXISTING METAL PANEL, COPING,
INSULATION, AND WOOD BLOCKING; CLEAN
SUBSTRATE FOR NEW BUILD
02.11 EXISTING PRECAST TO REMAIN, PROVIDE A CLEAN
AND STRAIGHT EDGE
02.14 EXISTING DOOR AND FRAME, REFINISH OR REPLACE
TO MATCH NEW WALL. PROVIDE STANDARD
PEDESTRIAN PROTECTION AT ALL ENTRANCES
DURING WORK
02.15 PROTECT DOORS, PROVIDE STANDARD PEDESTRIAN
PROTECTION AT ALL ENTRANCES DURING WORK
02.16 PROTECT EXISTING STOREFRONT, PROVIDE
STANDARD PEDESTRIAN PROTECTION AT ALL
ENTRANCES DURING WORK
02.19 (NOT SHOWN, FIELD VERIFY BEFORE WORK), PROTECT
EXISTING LANDSCAPING. COORDINATE WITH OWNER
(BYUI ARBORISTS) FOR THEM TO TRIM TREES /
SHRUBS, AS NEEDED TO ACCESS WALLS / ROOF AND
PERFORM WORK.
02.63 PROTECT EXTG. ROOF W/ RIGID SHEET MATERIAL
DURING WORK, PATCH AND REPAIR AS REQ'D
02.87 FIELD VERIFY AND PROTECT ALL EXISTING FIXTURES
LOCATED ON ROOF
SCALE: 1/16" = 1'-0"
A2 EXT-LEVEL 2 DEMO PLAN
B C D E F G H J K L
LEVEL 2
91' -0"
EXTG PARAPET
128' -0"
T.O. EXTG EAST
PARAPET
108' -8"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET (LOW)
109' -8"
02.07 02.06
02.0502.0502.05
02.06
02.06
02.08
02.07
02.07
02.07
02.16
02.14
02.11
2' - 6"10"
B.O. EXTG MTL.
PANEL
105' -6"
02.12TYP.02.12
02.17
02.08
TYP.
TYP.
TYP.
TYP.TYP.
TYP.
TYP.
TYP.
TYP.
CONSTRUCTION
LIMIT LINE
LOWER WALL 3 LOWER WALL 7
UPPER WALL 3
LOWER WALL 5
1243567101112
LEVEL 2
91' -0"
EXTG PARAPET
128' -0"
T.O. EXTG EAST
PARAPET
108' -8"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
02.06
02.08
02.07 B.O. EXTG MTL.
PANEL
105' -6"
02.06
02.18 02.18 02.18
02.05 02.05
02.12
02.1702.17 02.15
02.08
02.08
TYP.
TYP.
TYP.TYP.TYP.
TYP.TYP.
TYP.
TYP.
TYP.
TYP.
02.08
CONSTRUCTION
LIMIT LINE
02.11
4' - 4"
UPPER WALL 2 LOWER WALL 2 LOWER WALL 4
1 2
LEVEL 2
91' -0"
E ENTRANCE
96' -4"
T.O. EXTG EAST
PARAPET
108' -8"
02.0602.07
B.O. EXTG MTL.
PANEL
105' -6"
02.17
02.08
TYP.
CONSTRUCTION
LIMIT LINE
02.06
02.05
LOWER WALL 8LOWER WALL 6
B
LEVEL 2
91' -0"
107' -9"
107' -9"
T.O. EXTG EAST
PARAPET
108' -8"
02.06
02.08
B.O. EXTG MTL.
PANEL
105' -6"02.17
02.15
CONSTRUCTION
LIMIT LINE
GENERAL NOTES
A. SEE SHEET AE600 FOR METAL PANEL TYPES.
NOTES ON ELEVATIONS (EX: CBABABC OR
BABA) REFERENCE TO PANEL TYPES LISTED
IN PANEL SCHEDULE.
B. CONTRACTOR TO PROVIDE BLOCKING AT ALL
PENETRATIONS (EG: DRAIN DOWNSPOUTS),
PARAPET CAPS, SOFFITS, AND AS NEEDED
WHERE EQUIPMENT MAY BE MOUNTED BY
OWNER.
C. CONTRACTOR TO COORDINATE REMOVAL
AND REINSTALLATION OF ALL EQUIPMENT
WITH OWNER. EQUIPMENT TO MEET ALL
MANUFACTURERS WRITTEN INSTRUCTIONS.
D. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS SHOWN ON THE
DOCUMENTS AT THE JOB SITE AND SHALL
NOTIFY THE ARCHITECT OF ANY OMISSIONS,
DISCREPANCIES OR CONFLICTS BEFORE
PROCEEDING WITH THE WORK.
E. DO NOT SCALE DRAWINGS. DIMENSIONS AND
ENLARGED PLANS GOVERN OVER SMALL
SCALE DRAWINGS.
BC
LEVEL 2
91' -0"
C1
EXTG PARAPET
128' -0"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET
129' -0"
B.O. EXTG REGLET
108' -8"
02.0602.11
26' - 2"
02.08
02.63
2"
1
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REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
20
2
3
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1
1
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2
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2
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0
2
:
3
8
P
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AD200
BUILDING
DEMO
ELEVATIONS
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23110
SCALE:1/8" = 1'-0"B1 EAST DEMO ELEVATION
SCALE: 1/8" = 1'-0"
A1 SOUTH DEMO ELEVATION
SCALE: 1/8" = 1'-0"
D3 NORTH DEMO ELEVATION NE
SCALE: 1/8" = 1'-0"
D6 WEST DEMO ELEVATION SE
02.05 REMOVE EXISTING VERTICAL PRECAST PANEL, CLEAN
SUBSTRATE FOR NEW BUILD
02.06 REMOVE EXISTING HORIZONTAL PRECAST PANEL, CLEAN
SUBSTRATE FOR NEW BUILD
02.07 REMOVE EXISTING METAL PANEL, COPING, INSULATION,
AND WOOD BLOCKING; CLEAN SUBSTRATE FOR NEW
BUILD
02.08 PROTECT EXISTING BRICK VENEER WALL
02.11 EXISTING PRECAST TO REMAIN, PROVIDE A CLEAN AND
STRAIGHT EDGE
02.12 FIELD VERIFY ALL DOWNSPOUT DRAIN NOZZLES IN WALL
OR PARAPET, PROTECT AND ENSURE CLEAR DRAINING,
PROTECT BUILDING FROM DRAIN WATER DURING WORK
02.14 EXISTING DOOR AND FRAME, REFINISH OR REPLACE TO
MATCH NEW WALL. PROVIDE STANDARD PEDESTRIAN
PROTECTION AT ALL ENTRANCES DURING WORK
02.15 PROTECT DOORS, PROVIDE STANDARD PEDESTRIAN
PROTECTION AT ALL ENTRANCES DURING WORK
02.16 PROTECT EXISTING STOREFRONT, PROVIDE STANDARD
PEDESTRIAN PROTECTION AT ALL ENTRANCES DURING
WORK
02.17 FIELD VERIFY AND PROTECT ANY EQUIPMENT OR WALL
MOUNTED DEVICES, COORDINATE WITH OWNER.
02.18 REMOVE EXISTING LOUVERS IN COORDINATION WITH
FACILITIES OPERATIONS TO MAINTAIN NECESSARY
VENTILATION FOR BUILDING USE DURING
CONSTRUCTION
02.63 PROTECT EXTG. ROOF W/ RIGID SHEET MATERIAL
DURING WORK, PATCH AND REPAIR AS REQ'D
SCALE: 1/8" = 1'-0"
D1 WEST DEMO ELEVATION
ROOF MEMBRANE
RIGID INSULATION
TYP. PRESSURE TREATED NAILER,
CONTRUCTED BY PRECAST
MENUFACTURE
METAL FLASHING CAP
PRECAST CONC. PANEL
24 GA. METAL FLASHING
4" BRICK VENEER
EXT'G CMU WALL
GENERAL NOTES
A. SEE SHEET AE600 FOR METAL PANEL TYPES.
NOTES ON ELEVATIONS (EX: CBABABC OR
BABA) REFERENCE TO PANEL TYPES LISTED
IN PANEL SCHEDULE.
B. CONTRACTOR TO PROVIDE BLOCKING AT ALL
PENETRATIONS (EG: DRAIN DOWNSPOUTS),
PARAPET CAPS, SOFFITS, AND AS NEEDED
WHERE EQUIPMENT MAY BE MOUNTED BY
OWNER.
C. CONTRACTOR TO COORDINATE REMOVAL
AND REINSTALLATION OF ALL EQUIPMENT
WITH OWNER. EQUIPMENT TO MEET ALL
MANUFACTURERS WRITTEN INSTRUCTIONS.
D. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS SHOWN ON THE
DOCUMENTS AT THE JOB SITE AND SHALL
NOTIFY THE ARCHITECT OF ANY OMISSIONS,
DISCREPANCIES OR CONFLICTS BEFORE
PROCEEDING WITH THE WORK.
E. DO NOT SCALE DRAWINGS. DIMENSIONS AND
ENLARGED PLANS GOVERN OVER SMALL
SCALE DRAWINGS.
SCALE:1" = 1'-0"C3 EXT'G PRECAST CONC. PANEL @ PARAPET
2"
1
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0
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B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
20
2
3
-
1
1
-
2
0
2
:
0
2
:
4
1
P
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AD300
REFERENCE
WALL
SECTIONS
& DETAILS
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SCALE: 1/2" = 1'-0"
A1 1967 WALL SECTION @ L REFERENCE
SCALE: 1/2" = 1'-0"
A2 1967 WALL SECTION @ B REFERENCE
SCALE: 3" = 1'-0"
A3 1967 WALL SECTION @ PRECAST
S
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S
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S
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M
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UP
F.E.C.
F.
E
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C
.
UP
AREA OF CONSTRUCTION
LEGEND
1 2 43 5 6 7 10 11 12
B
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AE200 B1 NO WORKS
PERFORMED IN THIS
AREA
NO WORKS
PERFORMED
IN THIS AREA
AE500
C3
A1
AE300
AE200
D3
AE200D6 AE200
A1
AE500
D3
109' - 8"
129' - 0"
129' - 0"
109' - 8"
128' - 0"
EXTG.
PARAPET
NEW
PARAPET
NEW
PARAPET
NEW
PARAPET
NEW
PARAPET
A2
AE301
A1
AE301
AE500
C4
AE200D1
CONSTRUCTION
LIMIT LINE
4' - 4"
AE500
C4
SIM
AE200 B6
UPPER WALL 1
UP
P
E
R
2
NEW
PARAPET
LOWER WALL 1
LOWER WALL 2
LO
W
E
R
W
A
L
L
3
LO
W
E
R
W
A
L
L
7
LO
W
E
R
W
A
L
L
5
LOWER WALL 4
LOWER WALL 6
LOWER WALL 8
A1
AE301
2 43 5 6 7 10 11 12
B
C
D
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NO INTERIOR WORKS
PERFORMED
TYP TYP
TYP
TYP
AE500
E2
AE500
E2
AE500
E2
07.42.G
07.42.G
1 2 43 5 6 7 10 11 12
B
C
D
E
F
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NO INTERIOR WORKS
PERFORMED
TYPTYP
AE500
D2
02.14
02.15 07.42.G
GENERAL NOTES
A. SEE SHEET AE600 FOR METAL PANEL TYPES.
NOTES ON ELEVATIONS (EX: CBABABC OR
BABA) REFERENCE TO PANEL TYPES LISTED
IN PANEL SCHEDULE.
B. CONTRACTOR TO PROVIDE BLOCKING AT ALL
PENETRATIONS (EG: DRAIN DOWNSPOUTS),
PARAPET CAPS, SOFFITS, AND AS NEEDED
WHERE EQUIPMENT MAY BE MOUNTED BY
OWNER.
C. CONTRACTOR TO COORDINATE REMOVAL
AND REINSTALLATION OF ALL EQUIPMENT
WITH OWNER. EQUIPMENT TO MEET ALL
MANUFACTURERS WRITTEN INSTRUCTIONS.
D. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS SHOWN ON THE
DOCUMENTS AT THE JOB SITE AND SHALL
NOTIFY THE ARCHITECT OF ANY OMISSIONS,
DISCREPANCIES OR CONFLICTS BEFORE
PROCEEDING WITH THE WORK.
E. DO NOT SCALE DRAWINGS. DIMENSIONS AND
ENLARGED PLANS GOVERN OVER SMALL
SCALE DRAWINGS.
2"
1
"
0
"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
20
2
3
-
1
1
-
2
0
2
:
0
2
:
4
8
P
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AE101
FLOOR AND
ROOF
PLANS
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23110
SCALE: 1/16" = 1'-0"
C4 ROOF PLAN
SCALE: 1/16" = 1'-0"
A4 LEVEL 3 FLOOR PLAN
SCALE: 1/16" = 1'-0"
A2 LEVEL 2 FLOOR PLAN
02.14 EXISTING DOOR AND FRAME, REFINISH OR REPLACE
TO MATCH NEW WALL. PROVIDE STANDARD
PEDESTRIAN PROTECTION AT ALL ENTRANCES
DURING WORK
02.15 PROTECT DOORS, PROVIDE STANDARD PEDESTRIAN
PROTECTION AT ALL ENTRANCES DURING WORK
07.42.G METAL PANEL, VERTICAL; AS NOTED IN ELEVATIONS
AND SCHEDULE. FINISH SELECTED BY OWNER.
B C D E F G H J K L
LEVEL 2
91' -0"
J1C1
E ENTRANCE
96' -4"
D1
EXTG PARAPET
128' -0"
T.O. EXTG EAST
PARAPET
108' -8"
A5
AE300
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET (LOW)
109' -8"
A1
AE300
B.O. EXTG MTL.
PANEL
105' -6"
T.O. NEW
PARAPET
129' -0"
AE500
D4
22.14.V
3' - 6"10"
07.42.B
07.42.G
07.42.B
07.42.N
07.42.G
07.42.G
07.42.B
02.14
07.71.W
07.71.W
07.71.W
TY
P
.
3'
-
0
"
TO
B
.
O
.
B
R
I
C
K
9'
-
0
"
05.12.D 1' - 0"
05.12.D
TYP.
TYP.
ALIGN
TYP.
ALIGN
TYP.
CCBA ABCB BCCB BCAA ABCC ACAB BABC CBCB CAAB CACB CABB BACB CACA CBBC BABA
ALIGN
TYP.
EQ EQ EQ EQ
ALIGN
TYP.
EQ EQ
AE200
B6
ALIGN
TYP.
TYP.
C/L (TYP)C/L (TYP)
ALIGN
TYP.
A4
AE300
A4
AE300
SIM.SIM.
BCCABAC
CBAACBC
9' - 0"
ACABABC
EQ
CABACBB
EQ
BBACCAB
9' - 0"
CABABAC
EQ
BABABCC
EQ
ACBCCBA
9' - 0"
BCBBACA
EQ
CACBABB
EQ
ABCBAAC
9' - 0"
AACBCCB
EQ
BACCABB
EQ
AABCCBA
9' - 0"
CBACABB
EQ
ACBCBAA
EQ
BCACBCA
9' - 0"3' - 8" F.V.
07.42.P07.42.P
05.12.D
07.42.G
07.42.B
07.42.P
05.12.D
07.42.P
LOWER WALL 3 LOWER WALL 7
UPPER WALL 3
1 1/2"3' - 6"
AE500
B3
1
243567101112
LEVEL 2
91' -0"
E ENTRANCE
96' -4"
T.O. EXTG EAST
PARAPET
108' -8"
A6
AE300
A5
AE301 A4
AE301
A4
AE300
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET (LOW)
109' -8"
A1
AE301
B.O. EXTG MTL.
PANEL
105' -6"
T.O. NEW
PARAPET
129' -0"
07.42.B
07.42.B
07.71.W
07.71.W
07.42.B
07.71.W08.91.B
02.15
22.14.V
07.42.P
07.71.W
F.V.
5 1/2"F.V. 6' - 1"
F.V.
5 1/2"
9'
-
0
"
F.
V
.
6
'
-
6
"
LO
U
V
E
R
S
F.
V
.
15
'
-
2
"
02.12
TY
P
.
3'
-
0
"
TO
B
.
O
.
B
R
I
C
K
9'
-
0
"
T
Y
P
.
TY
P
.
3'
-
0
"
1' - 0"
ALIGN
TYP.
9' - 0"13' - 0"
CHANGE IN
BUILDING PLANE
AABC BBCA BAAB CBCA CBAB CBAA CBBA AACB BCBC BCCA
ALIGN
CABABCC AACBACB CAACBCB BCCABCA CBABABC ACABBCC BCAACBC BBCAACB CABABBC
BABCBAC
BCBBCAA CACBCBA ABCCABB ABBACCB BBABCAC AABCCBC ACBCBAC
9' - 0"EQEQ 9' - 0"EQEQ 9' - 0"EQEQ 9' - 0"EQEQ 9' - 0"EQEQ 9' - 0"
C/L (TYP)
13' - 0"13' - 0"
F.V.
@ 8'-4"13' - 0"13' - 0"
F.V.
@ 8'-6"
TO GRID
7' - 4"
UPPER WALL 2 LOWER WALL 2 LOWER WALL 4
CABACBC
1
2
LEVEL 2
91' -0"
E ENTRANCE
96' -4"
EXTG PARAPET
128' -0"
T.O. EXTG EAST
PARAPET
108' -8"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET (LOW)
109' -8"
B.O. EXTG MTL.
PANEL
105' -6"
T.O. NEW
PARAPET
129' -0"
07.42.B
07.42.N
07.71.W
07.71.W
CHANGE IN PLANE
CCAB ABBC ABBA ACBB ABCA ACBC CBAC ABABCABA
F.V.
@ 8'-4"13' - 0"13' - 0"7' - 4"13' - 0"9' - 0"13' - 0"ALIGN
07.42.P
02.08
LOWER WALL 8LOWER WALL 6
A1
AE301
B
LEVEL 2
91' -0"
T.O. EXTG EAST
PARAPET
108' -8"
T.O. NEW
PARAPET (LOW)
109' -8"
B.O. EXTG MTL.
PANEL
105' -6"
07.42.B
07.71.W
07.42.N
07.42.P
ABAC
02.08
02.15
LOWER WALL 1
F G
A2
AE301
07.42.B
07.71.WBCBAACCAACCB
1 1/2"8' - 9"8' - 9"8' - 9"1 1/2"
07.42.P
02.20
LOWER WALL 5
GENERAL NOTES
A. SEE SHEET AE600 FOR METAL PANEL TYPES.
NOTES ON ELEVATIONS (EX: CBABABC OR
BABA) REFERENCE TO PANEL TYPES LISTED
IN PANEL SCHEDULE.
B. CONTRACTOR TO PROVIDE BLOCKING AT ALL
PENETRATIONS (EG: DRAIN DOWNSPOUTS),
PARAPET CAPS, SOFFITS, AND AS NEEDED
WHERE EQUIPMENT MAY BE MOUNTED BY
OWNER.
C. CONTRACTOR TO COORDINATE REMOVAL
AND REINSTALLATION OF ALL EQUIPMENT
WITH OWNER. EQUIPMENT TO MEET ALL
MANUFACTURERS WRITTEN INSTRUCTIONS.
D. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS SHOWN ON THE
DOCUMENTS AT THE JOB SITE AND SHALL
NOTIFY THE ARCHITECT OF ANY OMISSIONS,
DISCREPANCIES OR CONFLICTS BEFORE
PROCEEDING WITH THE WORK.
E. DO NOT SCALE DRAWINGS. DIMENSIONS AND
ENLARGED PLANS GOVERN OVER SMALL
SCALE DRAWINGS.
BC
LEVEL 2
91' -0"
C1
EXTG PARAPET
128' -0"
T.O. EXTG EAST
PARAPET
108' -8"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET
129' -0"
B.O. EXTG REGLET
108' -8"
07.42.B
07.71.WBCBCCAA
13' - 0"
AACABBC
13' - 0"1 1/2"
UPPER WALL 1
02.08
07.42.N
07.42.P
A6
AE500
SIM
AE500
D4
MIR.
02.63
2"
1
"
0
"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
20
2
3
-
1
1
-
2
0
2
:
0
2
:
5
6
P
M
AE200
BUILDING
ELEVATIONS
JO
H
N
W
.
H
A
R
T
E
X
T
E
R
I
O
R
F
A
C
A
D
E
R
E
P
L
A
C
E
M
E
N
T
31
1
S
.
1
S
T
W
E
S
T
,
R
E
X
B
U
R
G
,
I
D
A
H
O
8
3
4
6
0
PE
R
M
I
T
S
E
T
-
N
o
v
.
1
7
2
0
2
3
-
23110
SCALE: 1/8" = 1'-0"
B1 EAST ELEVATION
SCALE: 1/8" = 1'-0"
A1 SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
D3 NORTH ELEVATION NE
SCALE: 1/8" = 1'-0"
D6 WEST ELEVATION SE
02.08 PROTECT EXISTING BRICK VENEER WALL
02.12 FIELD VERIFY ALL DOWNSPOUT DRAIN NOZZLES IN
WALL OR PARAPET, PROTECT AND ENSURE CLEAR
DRAINING, PROTECT BUILDING FROM DRAIN WATER
DURING WORK
02.14 EXISTING DOOR AND FRAME, REFINISH OR REPLACE
TO MATCH NEW WALL. PROVIDE STANDARD
PEDESTRIAN PROTECTION AT ALL ENTRANCES
DURING WORK
02.15 PROTECT DOORS, PROVIDE STANDARD PEDESTRIAN
PROTECTION AT ALL ENTRANCES DURING WORK
02.20 EXISTING STOREFRONTN
02.63 PROTECT EXTG. ROOF W/ RIGID SHEET MATERIAL
DURING WORK, PATCH AND REPAIR AS REQ'D
05.12.D POWDER COATED STEEL ANGLE; RE: STRUCTURAL
07.42.B METAL DRIP EDGE BY MFR TO MATCH PANEL FINISH
07.42.G METAL PANEL, VERTICAL; AS NOTED IN ELEVATIONS
AND SCHEDULE. FINISH SELECTED BY OWNER.
07.42.N METAL PANEL, HORIZONTAL: AS NOTED IN
ELEVATIONS AND SCHEDULE. FINISH SELECTED BY
OWNER.
07.42.P METAL TRIM BY MFR. TO MATCH PANEL FINISH
07.71.W PARAPET CAP TO MATCH PANEL FINISH, BY MFR
08.91.B FIXED FIN, OPEN-ABLE LOUVERS, FUNCTION, DESIGN,
AND SIZE TO MATCH EXISTING, REFER TO
SPECIFICATION FOR % OF PERFORATION ALSO
REFER TO AE600
22.14.V DRAIN DOWNSPOUT NOZZLE; VERIFY SIZE OF
EXISTING PIPING, REPLACE OR EXTEND PIPING AND
RE-ATTACH OR REPLACE (APPROVED BY OWNER)
DOWNSPOUT AS NEEDED FOR NEW WALL.
SCALE: 1/8" = 1'-0"
B6 EAST ELEVATION - VESTIBULE
SCALE: 1/8" = 1'-0"
D1 WEST PARAPET ELEVATION
NOTE TO CONTRACTOR: PANEL TAKEOFFS ARE FOR REFERENCE ONLY, GENERAL CONTRACTOR IS
RESPONSIBLE FOR ACTUAL QUANTITY, LENGTH VERIFIED IN FIELD, AND ASSOCIATED TRIM ELEMENTS AND
PARTS REQUIRED FOR COMPLETION OF WORK.
SIMPLE PANEL LAYOUT EXPLANATION: CABABCC
TOP PANEL BOTTOM PANEL
AREA OF REMODELING WORK
EXTG. TO REMAIN
SECTION LEGEND
B
EXTG PARAPET
128' -0"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET (LOW)
109' -8"
T.O. NEW
PARAPET
129' -0"
AE500
A6
B.O. EXTG REGLET
108' -8"AE500
C1
2
LEVEL 2
91' -0"
EXTG PARAPET
128' -0"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET
129' -0"
AE500
B1
AE500
A6
SIM
1
2
E ENTRANCE
96' -4"
EXTG PARAPET
128' -0"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET (LOW)
109' -8"
B.O. EXTG MTL.
PANEL
105' -6"
AE500
A2
AE500
A5
1'
-
0
"
T.O. NEW
PARAPET
129' -0"
B
LEVEL 2
91' -0"
EXTG PARAPET
128' -0"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET
129' -0"
AE500
A6
SIM
AE500
A1
GENERAL NOTES
A. SEE SHEET AE600 FOR METAL PANEL TYPES.
NOTES ON ELEVATIONS (EX: CBABABC OR
BABA) REFERENCE TO PANEL TYPES LISTED
IN PANEL SCHEDULE.
B. CONTRACTOR TO PROVIDE BLOCKING AT ALL
PENETRATIONS (EG: DRAIN DOWNSPOUTS),
PARAPET CAPS, SOFFITS, AND AS NEEDED
WHERE EQUIPMENT MAY BE MOUNTED BY
OWNER.
C. CONTRACTOR TO COORDINATE REMOVAL
AND REINSTALLATION OF ALL EQUIPMENT
WITH OWNER. EQUIPMENT TO MEET ALL
MANUFACTURERS WRITTEN INSTRUCTIONS.
D. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS SHOWN ON THE
DOCUMENTS AT THE JOB SITE AND SHALL
NOTIFY THE ARCHITECT OF ANY OMISSIONS,
DISCREPANCIES OR CONFLICTS BEFORE
PROCEEDING WITH THE WORK.
E. DO NOT SCALE DRAWINGS. DIMENSIONS AND
ENLARGED PLANS GOVERN OVER SMALL
SCALE DRAWINGS.
ALTERNATES
1. FLUID APPLIED WATER PROOFING ON
EXISTING CMU WALL(S), WHERE REQUIRED
2"
1
"
0
"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
20
2
3
-
1
1
-
2
0
2
:
0
2
:
5
9
P
M
AE300
WALL
SECTIONS
JO
H
N
W
.
H
A
R
T
E
X
T
E
R
I
O
R
F
A
C
A
D
E
R
E
P
L
A
C
E
M
E
N
T
31
1
S
.
1
S
T
W
E
S
T
,
R
E
X
B
U
R
G
,
I
D
A
H
O
8
3
4
6
0
PE
R
M
I
T
S
E
T
-
N
o
v
.
1
7
2
0
2
3
-
23110
SCALE: 3/4" = 1'-0"
A4 WALL SECTION B @ 2 & 3
SCALE: 3/4" = 1'-0"
A5 WALL SECTION 2 @ K & L
SCALE: 3/4" = 1'-0"
A1 WALL SECTION
SCALE: 3/4" = 1'-0"
A6
VERTICAL PANEL METAL TRIM -
WALL SECTION B @ 4
2 11/05/20 Addendum #2
AREA OF REMODELING WORK
EXTG. TO REMAIN
SECTION LEGEND
B
LEVEL 2
91' -0"
EXTG PARAPET
128' -0"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET
129' -0"
AE500
A5
SIM
B
LEVEL 2
91' -0"
EXTG PARAPET
128' -0"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
B.O. EXTG MTL.
PANEL
105' -6"
T.O. NEW
PARAPET
129' -0"
AE500
E1
AE500
D1
AE500
A5
SIM
AE500
A1
F
E ENTRANCE
96' -4"
T.O. EXTG EAST
PARAPET
108' -8"
T.O. NEW
PARAPET (LOW)
109' -8"
1'
-
0
"
AE500
A3
B.O. EXTG MTL.
PANEL
105' -6"
B.O. EXTG REGLET
108' -8"
1 1/2"
F.V.
1"
E ENTRANCE
96' -4"
T.O. EXTG EAST
PARAPET
108' -8"
T.O. NEW
PARAPET (LOW)
109' -8"
B.O. EXTG MTL.
PANEL
105' -6"
B.O. EXTG REGLET
108' -8"
1 1/2"F.V. 1' - 1 1/2"
AE500
A3
SIM
GENERAL NOTES
A. SEE SHEET AE600 FOR METAL PANEL TYPES.
NOTES ON ELEVATIONS (EX: CBABABC OR
BABA) REFERENCE TO PANEL TYPES LISTED
IN PANEL SCHEDULE.
B. CONTRACTOR TO PROVIDE BLOCKING AT ALL
PENETRATIONS (EG: DRAIN DOWNSPOUTS),
PARAPET CAPS, SOFFITS, AND AS NEEDED
WHERE EQUIPMENT MAY BE MOUNTED BY
OWNER.
C. CONTRACTOR TO COORDINATE REMOVAL
AND REINSTALLATION OF ALL EQUIPMENT
WITH OWNER. EQUIPMENT TO MEET ALL
MANUFACTURERS WRITTEN INSTRUCTIONS.
D. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS SHOWN ON THE
DOCUMENTS AT THE JOB SITE AND SHALL
NOTIFY THE ARCHITECT OF ANY OMISSIONS,
DISCREPANCIES OR CONFLICTS BEFORE
PROCEEDING WITH THE WORK.
E. DO NOT SCALE DRAWINGS. DIMENSIONS AND
ENLARGED PLANS GOVERN OVER SMALL
SCALE DRAWINGS.
ALTERNATES
1. FLUID APPLIED WATER PROOFING ON
EXISTING CMU WALL(S), WHERE REQUIRED
SCALE: 3/4" = 1'-0"
A5
LOUVERS @ VERTICAL PANEL -
WALL SECTION B @ 10 & 11
SCALE: 3/4" = 1'-0"
A4
BRICK FINISH WALL -
WALL SECTION B @ 3
2"
1
"
0
"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
20
2
3
-
1
1
-
2
0
2
:
0
3
:
0
2
P
M
AE301
WALL
SECTIONS
JO
H
N
W
.
H
A
R
T
E
X
T
E
R
I
O
R
F
A
C
A
D
E
R
E
P
L
A
C
E
M
E
N
T
31
1
S
.
1
S
T
W
E
S
T
,
R
E
X
B
U
R
G
,
I
D
A
H
O
8
3
4
6
0
PE
R
M
I
T
S
E
T
-
N
o
v
.
1
7
2
0
2
3
-
23110
SCALE: 3/4" = 1'-0"
A2 WALL SECTION EAST @ G & F
SCALE: 3/4" = 1'-0"
A1 WALL SECTION F & G @ EAST
2 11/05/20 Addendum #2
MITER AND SEAL EXPOSED EDGE OF
OVERLAPPING PARAPET CAP AND
DRIP EDGE AS SHOWN
TRIM INTERIOR DRIP EDGE
AND FACE OF UNDER-
LAPPING PARAPET CAP
AND BEND AT CORNER TO
PROVIDE DRAINAGE TO
ROOF SIDE AWAY FROM
INTERIOR OF WALL
ROOF SIDE /
INTERIOR
EXTERIOR
T.O. EXTG EAST
PARAPET
108' -8"
T.O. NEW
PARAPET (LOW)
109' -8"
B.O. EXTG MTL.
PANEL
105' -6"
PARAPET CAP TO MATCH
PANEL FINISH, BY MFR
2X WEATHER TREATED WOOD
BLOCKING
METAL STUD 3 5/8"
METAL PANEL, HORIZONTAL:
AS NOTED IN ELEVATIONS AND
SCHEDULE. FINISH SELECTED
BY OWNER.
5/8" DENS GLASS
METAL DRIP EDGE BY MFR TO
MATCH PANEL FINISH
EXISTING WALL ASSEMBLY
INSTALL ROOF MEMBRANE UP
OVER PARAPET WALL AND
UNDER PARAPET CAP, TIE
INTO EXISTING ROOF PER
MFR DIRECTIONS,
RE. TYPICAL SARANFIL
PARAPET CAP DETAIL
6"6"
EXISTING ROOF
INSULATION
EXISTING ROOF DECK
NEW ROOF DECK INFILL,
RE. STRU. DWG.
SINGLY PLY ROOFING
& INSULATON
T.O. EXTG EAST
PARAPET
108' -8"
T.O. NEW
PARAPET (LOW)
109' -8"
B.O. EXTG MTL.
PANEL
105' -6"
PARAPET CAP TO MATCH
PANEL FINISH, BY MFR
2X WEATHER TREATED WOOD
BLOCKING
METAL STUD 6"
SHEATHING; RE: STRUCTURAL
INSTALL ROOF MEMBRANE UP
OVER PARAPET WALL AND
UNDER PARAPET CAP, TIE
INTO EXISTING ROOF PER
MFR DIRECTIONS,
METAL PANEL, HORIZONTAL:
AS NOTED IN ELEVATIONS
AND SCHEDULE. FINISH
SELECTED BY OWNER.
METAL DRIP EDGE BY MFR TO
MATCH PANEL FINISH
EXISTING WALL STRUCTURE
ANGLE BRACKETS AS NEEDED TO
SET STUDS VERTICALLY AT
STRAIGHT LINE ALONG EXTERIOR
OF EXISTING WALL
METAL SOFFIT TRIM TO MATCH
WALL PANEL FINISH
1 1/2"2"
1'
-
0
"
1'
-
0
"
ST
D
.
M
T
L
.
P
A
N
E
L
H
T
.
1'
-
0
"
1'
-
0
"
4'
-
2
"
METAL STUD
FLUID APPLIED WATER
PROOFING, ALT. #1 (TYP.)
PROTECT EXISTING BRICK
VENEER WALL
PROTECT EXTG. ROOF W/
RIGID SHEET MATERIAL
DURING WORK, PATCH AND
REPAIR AS REQ'D
EXISTING ROOF INSULATION AT
EXISTING ROOF PARAPET HEIGHT
8 1/4"
2
EXTG PARAPET
128' -0"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET
129' -0"
FACE OF
CMU
1' - 0"
METAL DRIP EDGE BY MFR TO
MATCH PANEL FINISH
METAL PANEL, HORIZONTAL:
AS NOTED IN ELEVATIONS
AND SCHEDULE. FINISH
SELECTED BY OWNER.
PARAPET CAP TO MATCH
PANEL FINISH, BY MFR
SHEATHING; RE: STRUCTURAL
INSTALL ROOF MEMBRANE UP
OVER PARAPET WALL AND
UNDER PARAPET CAP, TIE
INTO EXISTING ROOF PER
MFR DIRECTIONS,
METAL STUD 6"
EXISTING WALL STRUCTURE
EXISTING DRAIN LINE
PROTECT OR REPLACE AND
EXTEND DRAIN LINE AS NEEDED
IN FIELD
PROVIDE PENETRATION OPENING IN
METAL PANELS AS REQUIRED FOR
DRAIN LINE. CLEAN AND SEAL
EXPOSED EDGES AND
PENETRATIONS TO BE WATERTIGHT
SCUPPER, COLOR TO MATCH
METAL PANEL
ANGLE BRACKETS AS NEEDED TO SET
STUDS VERTICALLY AT STRAIGHT LINE
ALONG EXTERIOR OF EXISTING WALL
1
1
/
2
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
7'
-
1
1
/
2
"
2X WEATHER TREATED WOOD
BLOCKING
FLUID APPLIED AIR BARRIER,
ALT. #1 (TYP.)
8 1/4"
B
EXTG PARAPET
128' -0"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET
129' -0"
1' - 0"
FACE OF
CMU
PARAPET CAP TO MATCH
PANEL FINISH, BY MFR
SHEATHING; RE: STRUCTURAL
INSTALL ROOF MEMBRANE UP
OVER PARAPET WALL AND
UNDER PARAPET CAP, TIE
INTO EXISTING ROOF PER
MFR DIRECTIONS,
METAL PANEL, VERTICAL; AS
NOTED IN ELEVATIONS AND
SCHEDULE. FINISH SELECTED
BY OWNER.
METAL STUD 3 5/8"
METAL HAT CHANNEL 7/8"
METAL DRIP EDGE BY MFR TO
MATCH PANEL FINISH
METAL PANEL, HORIZONTAL:
AS NOTED IN ELEVATIONS
AND SCHEDULE. FINISH
SELECTED BY OWNER.
METAL STUD 6"
ANGLE BRACKETS AS NEEDED
TO SET STUDS VERTICALLY AT
STRIAGHT LINE ALONG
EXTERIOR OF EXISTING WALL
EXISTING WALL STRUCTURE
1
1
/
2
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
7'
-
1
1
/
2
"
POWDER COATED STEEL
ANGLE; RE: STRUCTURAL
2X WEATHER TREATED WOOD
BLOCKING
FLUID APPLIED WATER
PROOFING, ALT. #1 (TYP)
HEAT WELD JOINT (TYP.)
8 1/4"
EXTG PARAPET
128' -0"
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
T.O. NEW
PARAPET
129' -0"
PROVIDE FULL WIDTH FLASHING AT SIDE
OF WALL, FINISH TO MATCH WALL PANEL:
EXTEND UNDER NEW PARAPET CAP AND
OVER EXISTING PARAPET, LAYER OVER
ROOFING MEMBRANE WHERE OCCURS,
SEAL EXPOSED EDGES TO BE
WATERTIGHT.
PARAPET CAP TO MATCH
PANEL FINISH, BY MFR
METAL DRIP EDGE BY MFR TO
MATCH PANEL FINISH
METAL TRIM BY MFR. TO
MATCH PANEL FINISH
EXISTING PRECAST CONCRETE
PARAPET PANEL
METAL PANEL, HORIZONTAL:
AS NOTED IN ELEVATIONS
AND SCHEDULE. FINISH
SELECTED BY OWNER.
PROVIDE FLASHING AT EXPOSED SIDE OF
WALL, FINISH TO MATCH WALL PANEL: SEAL
EXPOSED EDGES TO BE WATERTIGHT.
2
ROOF SIDE
129' - 0"
EXTG PARAPETNEW PARAPET
8"
METAL TRIM BY MFR. TO
MATCH PANEL FINISH
METAL DRIP EDGE BY MFR TO
MATCH PANEL FINISH
PARAPET CAP TO MATCH
PANEL FINISH, BY MFR
METAL PANEL, HORIZONTAL:
AS NOTED IN ELEVATIONS
AND SCHEDULE. FINISH
SELECTED BY OWNER.
WHERE WALL SIDE IS EXPOSED ALONG
EXISTING PARAPET, PROVIDE TRIM METAL
FINISH TO MATCH NEW PANELS, AND SEAL
EXPOSED EDGES TO BE WATERTIGHT
128' - 0"128' -0"
MITER AND SEAL EXPOSED
EDGE OF OVERLAPPING
PARAPET CAP AND DRIP
EDGE AS SHOWN
TRIM EXTERIOR FACE AND
BEND UNDERLAPPING
PARAPET CAP TO MATCH
SLOPE OF OVERLAPPING
PARAPET CAP AS SHOWN
EXTERIOR ROOF SIDE /
INTERIOR
B
7' - 0" EXTG, F.V.
METAL PANEL, VERTICAL; AS
NOTED IN ELEVATIONS AND
SCHEDULE. FINISH SELECTED
BY OWNER.
METAL HAT CHANNEL 7/8"
METAL STUD 3 5/8"
POWDER COATED STEEL
ANGLE; RE: STRUCTURAL
1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"
TRIM AS REQ'D
< 1'-0"
TRIM AS REQ'D
< 1' - 0"
2
A5
AE300
METAL TRIM BY MFR. TO
MATCH PANEL FINISH
METAL PANEL, VERTICAL; AS
NOTED IN ELEVATIONS AND
SCHEDULE. FINISH SELECTED
BY OWNER.
TRIM THE END
PANEL AS REQ'D
B
A5
AE301
1/2"F.V. 5"
NEW LOUVERS TO MATCH EXISTING DIMENSIONS
F.V. 6' - 1"F.V. 5"1/2"
METAL TRIM BY MFR. TO
MATCH PANEL FINISH
POWDER COATED STEEL
ANGLE; RE: STRUCTURAL FIXED FIN, OPEN-ABLE
LOUVERS, FUNCTION,
DESIGN, AND SIZE TO MATCH
EXISTING, REFER TO
SPECIFICATION FOR % OF
PERFORATION ALSO REFER
TO AE600
B
LEVEL 2
91' -0"
METAL STUD 3 5/8"
METAL HAT CHANNEL 7/8"
METAL PANEL, VERTICAL; AS
NOTED IN ELEVATIONS AND
SCHEDULE. FINISH SELECTED
BY OWNER.
METAL TRIM BY MFR. TO
MATCH PANEL FINISH
POWDER COATED STEEL
ANGLE; RE: STRUCTURAL
EXISTING WALL
F.
V
.
WA
L
K
W
A
Y
VA
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E
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B.O. BRICK @ EXISTING CONCRETE
FOUNDATION WALL
ANGLE BRACKETS AS NEEDED TO
SET STUDS VERTICALLY AT
STRAIGHT LINE ALONG EXTERIOR
OF EXISTING WALL
EXISTING DOOR AND FRAME,
REFINISH OR REPLACE TO
MATCH NEW WALL. PROVIDE
STANDARD PEDESTRIAN
PROTECTION AT ALL
ENTRANCES DURING WORK
METAL DRIP EDGE BY MFR TO
MATCH PANEL FINISH
METAL STUD 3 5/8"
METAL PANEL, VERTICAL; AS
NOTED IN ELEVATIONS AND
SCHEDULE. FINISH SELECTED
BY OWNER.
POWDER COATED STEEL
ANGLE; RE: STRUCTURAL
EXISTING WALL
ANGLE BRACKETS AS NEEDED TO
SET STUDS VERTICALLY AT
STRAIGHT LINE ALONG EXTERIOR
OF EXISTING WALL
METAL TRIM BY MFR. TO
MATCH PANEL FINISH
9'
-
0"
A
B
O
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FLUID APPLIED WATER PROOFING, ALT. #1
METAL HAT CHANNEL 7/8"
B
B.O. EXTG REGLET
108' -8"
EXISTING WALL
ANGLE BRACKETS AS NEEDED TO
SET STUDS VERTICALLY AT
STRAIGHT LINE ALONG EXTERIOR
OF EXISTING WALL
METAL STUD 3 5/8"
METAL HAT CHANNEL 7/8"
METAL PANEL, VERTICAL; AS
NOTED IN ELEVATIONS AND
SCHEDULE. FINISH SELECTED
BY OWNER.
COUNTERFLASHING AT
EXISTING ROOF MEMBRANE
REGLET
B
METAL STUD 3 5/8"
METAL HAT CHANNEL 7/8"
METAL PANEL, VERTICAL; AS
NOTED IN ELEVATIONS AND
SCHEDULE. FINISH SELECTED
BY OWNER.
METAL TRIM BY MFR. TO
MATCH PANEL FINISH
POWDER COATED STEEL
ANGLE; RE: STRUCTURAL
MECHANICAL LOUVERS TO MATCH
EXISTING OPENING SIZE AND MEET
VENTILATION REQUIREMENTS OF
BUILDING, MATCH NEW WALL PANEL
FINISH
B
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
METAL PANEL, HORIZONTAL:
AS NOTED IN ELEVATIONS
AND SCHEDULE. FINISH
SELECTED BY OWNER.
METAL STUD 6"
METAL DRIP EDGE BY MFR TO
MATCH PANEL FINISH
FIXED FIN, OPEN-ABLE
LOUVERS, FUNCTION,
DESIGN, AND SIZE TO MATCH
EXISTING, REFER TO
SPECIFICATION FOR % OF
PERFORATION ALSO REFER
TO AE600
POWDER COATED STEEL
ANGLE; RE: STRUCTURAL
METAL TRIM BY MFR. TO
MATCH PANEL FINISH
EXISTING WALL AND OPENING
2' - 0"
14 GA POWDER
COATED METAL
PLATE
SCUPPER, COLOR TO
MATCH METAL PANEL
METAL PANEL
3'
-
0
"
NOTE: VERIFY ACTUAL ROOF DRAIN LOCATION, ADJUST
PLATE SIZE AS REQ'D, CONSULT WITH ARCHITECT
2"
1
"
0
"
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PROJECT NUMBER
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AE500
DETAILS
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23110
SCALE: 1" = 1'-0"
B2 VERTICAL PANEL PLAN DETAIL
SCALE:1 1/2" = 1'-0"C3 PARAPET CORNER DETAIL
SCALE: 1 1/2" = 1'-0"
A3 LOW PARAPET DETAIL @ EAST ADDITION
SCALE: 1 1/2" = 1'-0"
E3 ROOF PATCH DETAIL
SCALE: 1 1/2" = 1'-0"
A2 LOW PARAPET DETAIL
SCALE: 1 1/2" = 1'-0"
A5 HIGH PARAPET DETAIL @ DRAIN
SCALE: 1 1/2" = 1'-0"
A6 HIGH PARAPET DETAIL @ PANEL
SCALE: 1 1/2" = 1'-0"
D4 PARAPET JOINT ELEVATION DETAIL
SCALE: 1 1/2" = 1'-0"
C4 PARAPET JOINT PLAN DETAIL
SCALE: 1" = 1'-0"
D2 VERTICAL PANEL PLAN - DOOR DETAIL
SCALE: 1 1/2" = 1'-0"
E1 LOUVERS HEAD DETAIL
SCALE: 1 1/2" = 1'-0"
D1 LOUVERS SILL DETAIL
SCALE: 1 1/2" = 1'-0"
D3 INSIDE CORNER DETAIL
SCALE: 1" = 1'-0"
E2 VERTICAL PANEL AT LOUVERS
SCALE: 1 1/2" = 1'-0"
B1 VERTICAL PANEL AT DOOR HEAD
SCALE: 1 1/2" = 1'-0"
C1 VERTICAL PANEL REGLET DETAIL
SCALE: 1 1/2" = 1'-0"
A1 VERTICAL PANEL SILL DETAIL
SCALE: 3/4" = 1'-0"
B3 ROOF DRAIN COVER PLATE
SCALE: 3/4" = 1'-0"
C6 TYP. SARNAFIL PARAPET DETAIL
NOT TO SCALE
1
2
6
5
7
3
4
8
9
10
ELEVATION 0
11/07/2023
REV ABOULDER SERIES DETAILS
HORIZONTAL JOINT 1
11/07/2023
REV ABOULDER SERIES DETAILS
UNEEKE PANEL
UNEEKE PANEL
MOISTURE BARRIER N.B.U.
SUBSTRATE N.B.U.
FASTENER
CLIP
VERTICAL JOINT 2
UNEEKE PANELS
UNEEKE PANELS
T-FLASHING
MOISTURE BARRIER N.B.U.
SUBSTRATE N.B.U.
FASTENER
COLORED L-FLASHING OPTIONAL
11/07/2023
REV ABOULDER SERIES DETAILS
PANEL AT PARAPET CAP 5
11/07/2023
REV ABOULDER SERIES DETAILS
UNEEKE PANEL
UNEEKE PANEL
MOISTURE BARRIER N.B.U.
SUBSTRATE N.B.U.
FASTENER
CLIP
FASTENER WITH
SEALING WASHER
COPING CAP
Z-FURRING
WINDOW HEAD 6
MOISTURE BARRIER N.B.U.
SUBSTRATE N.B.U.
UNEEKE PANEL
FASTENER
STARTER CLIP
FLASHING N.B.U.
WINDOW SYSTEM N.B.U.
11/07/2023
REV ABOULDER SERIES DETAILS
JAMB TERMINATION 7
J-CHANNEL
UNEEKE PANEL
CLIP
FASTENER
MOISTURE BARRIER N.B.U.
SUBSTRATE N.B.U.
CAULK N.B.U.
COLORED L-FLASHING
OPTIONAL
11/07/2023
REV ABOULDER SERIES DETAILS
WINDOW SILL 8
SILL FLASHING N.B.U.
BLOCKING N.B.U.
MOISTURE BARRIER N.B.U.
SUBSTRATE N.B.U.
FASTENER
UNEEKE PANEL
Z-FURRING
WINDOW SYSTEM N.B.U.
11/07/2023
REV ABOULDER SERIES DETAILS
WINDOW JAMB 9
WINDOW SYSTEM N.B.U.
SUBSTRATE N.B.U.
MOISTURE BARRIER N.B.U.
FASTENER
CLIP
UNEEKE PANEL
J-CHANNEL
CAULK N.B.U.
COLORED L-FLAHING
OPTIONAL
11/07/2023
REV ABOULDER SERIES DETAILS
BASE 10
11/07/2023
REV ABOULDER SERIES DETAILS
UNEEKE PANEL
J-CHANNEL
MOISTURE BARRIER N.B.U.
SUBSTRATE N.B.U.
FASTENER
LOWER PARAPET
LAYOUT
(FIELD VERIFY ALL DIMENSIONS)
WEST LOWER PARAPET
LOWER WALL 1
W01 ABAC 10' 1 1/2"
SOUTH LOWER PARAPET
LOWER WALL 2
S01 AABC 8' -6"
S02 BBCA 13' -0"
S03 BAAB 13' -0"
S04 CBCA 9' -0"
S05 CBAB 13' -0"
S06 CBAA 7' -6"
EAST LOWER PARAPET
LOWER WALL 3
E01 CCBA 13' -6"
E02 ABCB 9' -0"
E03 BCCB 13' -0"
E04 BCAA 13' -0"
E05 ABCC 9' -0"
E06 ACAB 13' -0"
E07 BABC 13' -0"
E08 CBCB 9' -0"
E09 CAAB 4' 10"
SOUTH LOWER PARAPET
LOWER WALL 4
S07 CBBA 4' -7"
S08 AACB 13' -0"
S09 BCBC 13' -0"
S10 BCCA 8' -4"
EAST LOWER PARAPET
LOWER WALL 5
E10 BCBA 8' -9"
E11 ACCA 8' -9"
E12 ACCB 8' -9"
NORTH LOWER PARAPET
LOWER WALL 6
N01 CCAB 8' -4"
N02 ABBC 13' -0"
N03 ABBA 13' -0"
N04 ACBB 6' -7"
EAST LOWER PARAPET
LOWER WALL 7
E13 CACB 3' -7"
E14 CABB 13' -0"
E15 BACB 13' -0"
E16 CACA 9' -0"
E17 CBBC 13' -0"
E18 BABA 13' -6"
NORTH LOWER PARAPET
LOWER WALL 8
N05 CABA 5' -6"
N06 ABCA 13' -0"
N07 ACBC 9' -0"
N08 CBAC 13' -0"
N09 ABAB 9' -0"
UPPER PARAPET
LAYOUT
(FIELD VERIFY ALL DIMENSIONS)
WEST UPPER PARAPET
UPPER WALL 1
01W BCBCCAA 13' -0"
02W AACABBC 13' -0"
SOUTH UPPER PARAPET
UPPER WALL 2
01S CABACBC 3' -11"
02S CABABCC 9' -0"
03S AACBACB 13' -0"
04S CAACBCB 13' -0"
05S BCCABCA 9' -0"
06S CBABABC 13' -0"
07S ACABBCC 13' -0"
08S BCAACBC 9' -0"
09S BBCAACB 13' -0"
10S CABABBC 13' -0"
11S BABCBAC 9' -0"
12S BCBBCAA 13' -0"
13S CACBCBA 13' -0"
14S ABCCABB 9' -0"
15S ABBACCB 13' -0"
16S BBABCAC 13' -0"
17S AABCCBC 9' -0"
18S ACBCBAC 4' -2"
EAST UPPER PARAPET
UPPER WALL 3
01E BCCABAC 3' -6"
02E CBAACBC 9' -0"
03E ACABABC 13' -0"
04E CABACBB 13' -0"
05E BBACCAB 9' -0"
06E CABABAC 13' -0"
07E BABABCC 13' -0"
08E ACBCCBA 9' -0"
09E BCBBACA 13' -0"
10E CACBABB 13' -0"
11E ABCBAAC 9' -0"
12E AACBCCB 13' -0"
13E BACCABB 13' -0"
14E AABCCBA 9' -0"
15E CBACABB 13' -0"
16E ACBCBAA 13' -0"
17E BCACBCA 9' -0"
PARAPET METAL PANEL SCHEDULE
METAL PANEL
QUANTITIES
ALL PARAPET HORIZONTAL
METAL PANELS TO BE
UNEEKE BOULDER SERIES
PANEL TYPE A : BB2-2
PANEL TYPE B : BB3-2
PANEL TYPE C : BB4-1
(FIELD VERIFY ALL DIMENSIONS)
LENGTH PANEL TYPE
A B C
13' -6"3 3 2
13' -0" (EQ)68 83 67
9' -0"34 36 42
10' -1 1/2"2 1 1
8' -9" (EQ/3)4 3 5
8' -4"4 3 5
7' -6"2 1 1
6' -7"1 2 1
5' -6"2 1 1
4' -10"2 1 1
4' -7"1 2 1
4' -2"2 2 3
4' -1"2 2 3
3' -6"2 2 3
3' -7"1 1 2
TOTAL: 411 130 143 138
METAL PANEL LAYOUTS ARE TO NOT HAVE ANY RECURRING SEQUENCES OR PATTERNS BETWEEN
SECTIONS. LAYOUT PROVIDED MAY BE MODIFIED BY CHANGING LOCATION OF GIVEN SEQUENCES, PROVIDED
CONTRACTOR ENSURES CORRECT PANEL TYPES AND LENGTHS ARE AVAILABLE AND DOES NOT OTHERWISE
INCUR DELAYS OR ADDITIONAL COSTS. SUCH CHANGES SHOULD BE COMMUNICATED TO OWNER AND
ARCHITECT TO MAINTAIN UPDATED DRAWINGS AND RECORDS.
PANEL TYPE A PANEL TYPE B PANEL TYPE C
WALL VERTICAL METAL PANEL SCHEDULE
METAL PANEL
QUANTITIES
ALL WALL VERTICAL METAL
PANELS TO BE UNEEKE MEADOW
SERIES
PANEL TYPE 1 : MFP100
PANEL TYPE 2 : MB12-2V
(FIELD VERIFY ALL DIMENSIONS)
HEIGHT PANEL TYPE
1 2
18' -8"6 15
15' -2"6 0
10' -4"12 30
9' -0"12 27
6' -6"6 15
3' -0"18 45
2' -0"0 3
TOTAL: 195 60 135
WALL VERTICAL METAL PANEL LAYOUTS ARE TO BE CONSISTENT IN ALL SECTIONS WITH TYPE 1 PANELS AT
BOTH SIDES OF A GROUP OF FIVE (5) TYPE 2 PANELS. MODIFICATIONS SHALL BE SUBMITTED TO ARCHITECT
AND OWNER FOR APPROVAL PRIOR TO IMPLEMENTATION, PROVIDED CONTRACTOR ENSURES CORRECT
LENGTHS ARE AVAILABLE AND DOES NOT OTHERWISE INCUR DELAYS OR ADDITIONAL COSTS. CHANGES
SHOULD BE COMMUNICATED TO OWNER AND ARCHITECT TO MAINTAIN UPDATED DRAWINGS AND RECORDS.
METAL LOUVERS
LOUVER AND FRAMES TO FIT IN
EXISTING LOUVER OPENING SIZES
UNLESS OTHERWISE SPECIFIED
BY BYUI FACLITIES AND MECH
ENGINEER. MATCH NEW WALL
FINISH
(FIELD VERIFY ALL DIMENSIONS)
WIDTH HEIGHT QTY
6' -1" 7' -7"6
PANEL TYPE 1 PANEL TYPE 2
OUTSIDE CORNER 3
11/07/2023
REV ABOULDER SERIES DETAILS
MOISTURE BARRIER N.B.U.
SUBSTRATE N.B.U.
UNEEKE PANEL
OUTSIDE CORNER
FASTENER
UNEEKE PANEL
FASTENER
INSIDE CORNER 4
11/07/2023
REV ABOULDER SERIES DETAILS
MOISTURE BARRIER N.B.U.
SUBSTRATE N.B.U.
UNEEKE PANEL
INSIDE CORNER
FASTENER
UNEEKE PANEL
A. Extent of Work:At air openings in the outside wall where indicated on drawings, install AMCA rated drainable stationary
extruded aluminum 6" deep weather louvers.
B. Material:Blades shall be on 3-1/2" centers with integral downspouts to drain the water from the louver
blades.Stationary louvers shall pass 1000 fpm free area velocity with less than 0.2" static pressure drop and shall carry
less than .03 ounces of water per square foot when tested in accordance with AMCA Standard 500.Install stainless
steel 1/2”mesh screens on interior face and louver.
1. Louvers shall be equal to Ruskin ELF6375DX
A. Ruskin
B. American Warming and Ventilating
C. Greeheck
D. Pottorff
2. Coordinate with the Architectural details for type of flange and structural details for actual wall opening sizes.
3. Color as selected by Architect.
Contractor must coordinate louver size, flange type, and construction with structural and architectural openings to assure fit and
appearance.
MECHANICAL LOUVER NOTES
B.O. EXTG. CONC.
PANEL (HIGH)
122' -0"
7' - 0" F.V.
7'
-
7
"
F
.
V
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7'
-
7
"
F
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V
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2"
1
"
0
"
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654321
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DATE REVISION
PROJECT NUMBER
20
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AE600
METAL
PANEL AND
LOUVER
SCHEDULES
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NOTE TO CONTRACTOR: PANEL TAKEOFFS ARE FOR REFERENCE ONLY, GENERAL CONTRACTOR IS
RESPONSIBLE FOR ACTUAL QUANTITY, LENGTH VERIFIED IN FIELD, AND ASSOCIATED TRIM ELEMENTS AND
PARTS REQUIRED FOR COMPLETION OF WORK.
SIMPLE PANEL LAYOUT EXPLANATION: CABABCC
TOP PANEL BOTTOM PANEL
SCALE: 1/2" = 1'-0"
A3 MECHANICAL EQUIPMENT LOUVER
2"
1
"
0
"
654321
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REFERENCE NOTES
DATE REVISION
PROJECT NUMBER
20
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AE900
3-D VIEWS
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23110
SCALE:D3 3D View 28 NORTHEAST CORNER
SCALE:B3 3D View 30 SOUTHEAST CORNER