2-Old Main Exterior Repairs Drawings.pdf
PDF 6 MB Posted
- Attached to
- PWCA-26001 Old Main Exterior Repairs
- Solicitation number
- Not on record
- Issued by
- Washington County, Camp Hill Borough, Pennsylvania
About this file
This is a construction drawings document for exterior renovation work at Old Main, a historic building located at 204 Senior Drive, California, Pennsylvania, owned by Penn West University (part of the Pennsylvania State System of Higher Education). The project involves comprehensive exterior repairs including masonry restoration, window replacement, roof repairs, soffit and fascia work, drainage system installation, and various structural repairs across the Old Main building complex, South Hall residences, and the President's Residence. The work consists of a base bid with four additive alternates: #1a (Replace South Hall windows), #1c (Replace Library Annex windows), #2 (Seal stone surfaces), #3 (Replace brick in specific areas), and #4 (Coat gutters on Old Main with Kemperol Gutter Coating). A mandatory pre-bid conference with site visit is scheduled for April 27, 2026, at 10:00 AM at Dixon Hall, California, Pennsylvania. Electronic bids are due by 10:00 AM EST on May 21, 2026, through PennBid at https://pennbid.bonfirehub.com. The contract requires a Single Prime General Contractor responsible for all labor, superintendence, materials, tools, and equipment necessary to complete the work as identified in the contract documents.
The construction drawings package includes fourteen sheets covering site plans, floor plans, roof plans, building elevations, and detailed specifications for masonry repairs, window installations, bracket details, roof work, and miscellaneous details. The window schedule references 66 base bid window units (including single-hung, double-hung, and fixed types) with an additional 66 window units specified for Alternate #1c (Library Annex windows). The project scope includes removal and replacement of deteriorated wood components, repointing of masonry and stone joints, installation of through-wall flashing, drainage improvements with 8-inch perimeter storm piping and downspout connections, interior foundation wall parging (approximately 600 square feet), and specialized repairs to historic elements such as stained glass panels, decorative brackets, and copper gutters. Specific work items include approximately 22 downspout boots, stitch-tie bar repairs for brick cracks, stone coping repairs, chimney repointing, and foundation drain installation across the 100-foot perimeter of drainage lines. The drawings were prepared by PWWG Architects of Pittsburgh, Pennsylvania, with building envelope consulting provided by BECS (Building Envelope Consultants and Scientists), and are dated March 13, 2026.
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Text version
OLD MAIN
204 Senior Drive California, PA 15419
M O
N O
N G
A H
E L A
R
IV
E R
NN
TRUEPLAN
CALIFORNIA, PA
PROJECT LINE SYMBOLS LEGEND
Existing Items to Remain.
New Construction Hidden or Overhead Items Existing Items to be Removed Not in Contract
Center Lines / Column Line Limit of Work Property Line
PROJECT MATERIALS LEGEND
Undisturbed Earth
Compacted Fill
Topsoil
Gravel
Concrete Masonry (or EXIST MAS / SCT)
GYP / Stud Wall (or Generic Existing Wall)
Existing Partition to be Removed
Wood
Existing MAS to be Removed
EXISTNEW
SECTION HATCH
EXISTNEW
SURFACE HATCH
Existing FLR / Area to be Removed.
Note: See Sheet Legends for sheet-specific line types not represented below.
Note: See Sheet Legends for sheet-specific material / hatch patterns not represented below.
NEW
SIMPLE SECTION
Sand, Grout, Gyp, Parging, Stucco
EXIST
Metal
Concrete
Brick
Stone Cladding
Spray Insulation or SFRM
Board Insulation / Acoustic Board
Batt Insulation
31.A
SYMBOLS
INTERIOR / EXTERIOR ELEVATION
BUILDING / WALL SECTION
DETAIL
DETAIL / ENLARGED PLAN
COLUMN LINE
FLOOR ELEVATION LINE
SPOT ELEVATION
WALL TYPE TAG (WALL TYPE #, MODIFIER LETTER)
ROOM NAME AND NUMBER
DOOR TAG (PLAN)
KEYNOTE
SHEET KEYNOTE
DRAWING REFERENCE
A-101
11 11
ROOM NAME
3G
1 / A-101
100'-0"
A101
SIM
A101
SIM
A101
SIM
FLOOR
100'-0"
A1 WINDOW OR STOREFRONT TAG
OR
A1.1 120
S2 22
DOOR NUMBER
DOOR TYPE | FIRE RATING
SIGN TYPE | HDWE SET
1 4A
A1.1
DOOR NUMBER
DOOR TYPE
DOOR TAG (ELEVATION)
ACP-1 FINISH TAG (SEE FINISH SCHEDULE)
DW-1 APPLIANCE / ACCESSORY TAG (SEE SCHEDULES)
ABBREVIATIONS
ADDITIVE ALTERNATE LIST
See Drawings for more information.
#1a: Replace South Hall windows.
#1c: Replace Library Annex windows.
#2: Seal stone surfaces that are being stripped as part of the base bid.
#3: Replace brick in specific areas as noted.
#4: Coat gutters on Old Main only with gutter coating. BOD: Kemperol Gutter Coating
PWWG ARCHITECTSC
PWWG PROJECT NUMBER
REVISIONS
Pittsburgh, PA 15219-1301 p 412.391.2884 f 412.391.1657 www.pwwgarch.com
408 Boulevard of the Allies
/1
/2
:2
:4
A
M
224060.01
3/13/2026
PW CAL- OLD MAIN
EXTERIOR REPAIRS
204 Senior Drive California, PA 15419
Penn West California University
COVER SHEET
G-001
CONSTRUCTION DOCUMENTS
G -0
C O
V E
R S
H E
E T
DRAWING LIST
GENERAL
G-001 COVER SHEET 3/13/2026
ARCHITECTURAL
AS101 SITE PLAN 3/13/2026
A-100 BASEMENT & FIRST FLOOR PLANS 3/13/2026
A-101 SECOND & THIRD FLOOR PLANS 3/13/2026
A-102 ROOF PLANS & SOFFIT RCP 3/13/2026
A-201 BUILDING ELEVATIONS - PROPOSED 3/13/2026
A-202 BUILDING ELEVATIONS - PROPOSED 3/13/2026
A-203 BUILDING ELEVATIONS - PROPOSED 3/13/2026
A-501 MASONRY DETAILS 3/13/2026
A-502 WINDOW DETAILS 3/13/2026
A-503 BRACKET DETAILS 3/13/2026
A-504 ROOF DETAILS 3/13/2026
A-505 MISC. DETAILS 3/13/2026
A-631 WINDOW SCHEDULE - REFERENCE ONLY 3/13/2026
Grand total: 14
PENN WEST CALIFORNIA UNIVERSITY
OLD MAIN & SOUTH HALL EXTERIOR REPAIRS
CONSTRUCTION DOCUMENTS - MARCH 13, 2026
ARCHITECT
PWWG ARCHITECTS
CONTACT: JOE FILAR
408 BOULEVARD OF THE ALLIES
PITTSBURGH, PA 15219
412 391 2884
CONSULTANTS
BECS: BUILDING ENVELOPE CONSULTANTS
AND SCIENTISTS
CONTACT: NICHOLAS SZAKELYHIDI
437 GRANT ST.
STE 1801
PITTSBURGH, PA 15219
VICINITY MAP
ABV Above
ACC Accessible
ACW Aluminum Clad Wood
ADA Americans with Disbilities Act
ADJ Adjacent
AFF Above Finished Floor
ALT Alternate
ALUM Aluminum
ANSI American National Standards Institute
APC Acoustic Panel Ceiling
APPROX Approximate
ASF Above Sub-Floor
B.O. Bottom of ___
BD Board
BH Bulkhead
BHND Behind
BLW Below
BOD Basis of Design
BOH Back of House
BR Bedroom
BRG Bearing
BTW Between
BTWN Between
BYND Beyond
C TO C Center to Center
CFS Clear Floor Space
CIP Cast-in-Place
CJ Control Joint
CL Center Line
CLG Ceiling
CLO Closet
CLR Clear
CMU Concrete Masonry Unit
CO Clean-Out
COL Column
CONC Concrete
CONST Construction
CONT Continuous
CORR Corridor
CPT Carpet
CPTY Capacity
CT Ceramic Tile
CTR Center
DAFS Direct-Applied Finish System
DBL Double
DEMO Demolition
DH Double-Hung (Window)
DIA Diameter
DIM Dimension
DN Down
DS Downspout
DWGS Drawings
E East
EA Each
EIFS Exterior Insulation and Finish System
EJ Expansion Joint
ELEC Electrical
ELEV <varies>
EOS <varies>
EPS Expanded Polystyrene Board (Insulation)
EQ Equal
EQUIP Equipment
ETR Existing to Remain
EX Existing
EXIST Existing
EXT Exterior
FBG Fiberglass
FE Fire Extinguisher
FIN Finish
FLR Floor
FND Foundation
FOH Front of House
FRJS Fire Resistant Joint System
FRMG Framing
FRP Fiber Reinforced Plastic
FRR Fire Resistance Rating
FT Foot, Feet
FTG Footing
FX Fixed (Window)
GA Gage
GALV Galvanized
GC General Contractor
GL Glass
GR Guest Room
GWB Gypsum Wall Board
GYP Gypsum
GYP BD Gypsum Board
HC Hollow Core
HDWD Hardwood
HM Hollow Metal
HT Height
IHM Insulated Hollow Metal
INCL Includ(es)(ing)
INSUL Insulation
INT Interior
KIT Kitchen
LAU Laundry
LAV Lavatory
LF Linear Feet
LH Left-Hand
LSF Light Gauge Steel Framing
MAS Masonry
MATL Material
MAX Maximum
MDF Medium Density Fiberboard
ME Match Existing
MECH Mechanical
MFR Manufacturer
MIN Minimum
MISC Miscellaneous
MO Masonry Opening
MTL Metal
N North
N/A Not Applicable
NIC Not in Contract
NRC Noist Reduction Coefficient
NTS Not to Scale
O TO O Out to Out
OA Overall
OC On Center
OFCI Owner Furnished / Contractor Installed
OFOI Owner Furnished / Owner Installed
OH Opposite Hand
OPNG Opening
OPP Opposite (Hand)
PT Paint(ed)
PTL Pressure Treated Lumber
PVC Polyvinyl Chloride
R Radius, Riser, Thermal Resistance Value
RB Resilient Base
RCP Reflected Ceiling Plan
RD Roof Drain
REQ'D Required
REQ'S Requirements
RF Resilient Flooring
RH Right-Hand
RM Room
RO Rough Opening
RWC Rainwater Conductor
S South
SC Solid Core
SF Square Feet
SFRM Spray-Applied Fire-Resistive Materials
SGP Stained Glass Panel
SH Single Hung
SIM Similar
SPEC Specification
SQ Square
SST Stainless Steel
STC Sound Transmission Class
STF Storefront
STL Steel
STO Storage
STRUCT Structure
T Tread
T&G Tongue and Groove
T/ Top of ___
TRNSP Transparent
TYP Typical
UNO Unless Noted Otherwise
VAR Varies
VCT Vinyl Composition Tile
VIF Verify in Field
W West
W/ With
W/O Without
WD Wood
WWF Welded Wire Fabric
XPS Extruded Polystyrene Board (Insulation)
SOUTHEAST VIEW OF OLD MAIN
NO. DESCRIPTION DATE
CLIENT
PENNWEST UNIVERSITY - CALIFORNIA
250 UNIVERSITY AVENUE
CALIFORNIA, PA 15419
GENERAL SITE PLAN NOTES
Architectural site plans are provided for reference and and general layout coordination.
CONTRACTOR TO COORDINATE SITE FENCE
LOCATION WITH:
1. OCCUPIED BUILDING EGRESS
REQUIREMENTS OF OLD MAIN, SOUTH HALL
AND PRESIDENT'S RESIDENCE.. PROVIDE
OVERHEAD PROTECTION WHERE NEEDED.
2. CAMPUS/STUDENT CIRCULATION AROUND
OLD MAIN.
3. PROVIDE STORM WATER RUNOFF
PROTECTION AS NEEDED DURING
EXCAVATION, REMOVAL AND INSTALLATION
OF STORM WATER PIPING.
Initial location and all subsequent changes or fencing to be review with university staff.
PROVIDE PERIMETER STORM LINE
DRAINAGE, 8" PIPE TYP. PROVIDE 2 TIE-IN
POINTS TO EXISTING LOCATIONS
PROVIDE 22 DOWNSPOUT BOOTS AND 6"
LATERAL CONNECTIONS TO PERIMETER
STORM LINE
PROVIDE 2 TIE-IN POINTS TO EXISTING
LOCATIONS
REMOVE & REPLACE ALL HARD SURFACES
FOR PERIMETER STORM PIPE, TYP
REMOVE & REPLACE ALL SOFT SURFACES
FOR PERIMETER STORM PIPE, TYP
FLOW
FLOW
OLD MAIN
(CHAPEL)
LIBRARY
ANNEX
OLD MAIN
(SOUTH
WING)
SOUTH HALL
RESIDENCES
PRESIDENT'S
RESIDENCE
FRICH
HALL
WATKINS
HALL
VALCAN
HALL
NEW SCIENCE HALL
DIXON
HALL
PWWG ARCHITECTSC
PWWG PROJECT NUMBER
REVISIONS
Pittsburgh, PA 15219-1301 p 412.391.2884 f 412.391.1657 www.pwwgarch.com
408 Boulevard of the Allies
/1
/2
:2
:5
A
M
224060.01
3/13/2026
PW CAL- OLD MAIN
EXTERIOR REPAIRS
204 Senior Drive California, PA 15419
Penn West California University
SITE PLAN
AS101
CONSTRUCTION DOCUMENTS
A S
S
IT
E P
L A
N
KEYNOTE LEGEND
NO. DESCRIPTION DATE
1" = 20'-0" AS101
1ARCHITECTURAL SITE PLAN
NN
TRUEPLAN
UP
UP
UP
A-201 1
A-201
11 A-201
A-201 8
A-201
A-20123
A-201
A-2019
A-201
A-20119
A-202
A-202
A-202
A-20216
A-203
A-202
A-20217
A-203
A-203 10 A-202
A-203 8
A-203 1
A-202 6
A-203
SOUTH HALL RESIDENCES
PRESIDENT'S RESIDENCE
HYPHEN
OLD MAIN
(SOUTH WING)
OLD MAIN
(CHAPEL)
OLD MAIN
(LIBRARY ANNEX)
A-201
8I
9A
A-502
A-502
A-502
Opp
ALT #1a
ALT #1c
ALT #1c
ALT #1c
104 104
104 104
108 108 108 108
108 108 108108
D-4
D-5
118 118 118
120 120 120 120 115
120 120 120 120120
B168
TYP. ALL
WINDOWS
ALT #1c
ALT #1c
ALT #1c
ALT #1c
ALT #1c
ALT #1c
SGPSGP
SGP
SGP
SGP
SGP SGP
A-201 1
A-201
11 A-201
A-201 8
A-201
A-20123
A-201
A-2019
A-201
A-20119
A-202
A-202
A-202
A-20216
A-203
A-202
A-20217
A-203
A-203 10 A-202
A-203 8
A-203 1
A-202 6
A-203
SOUTH HALL RESIDENCES
PRESIDENT'S RESIDENCE
HYPHEN
OLD MAIN
(SOUTH WING)
OLD MAIN
(CHAPEL)
OLD MAIN
(LIBRARY ANNEX)
U T
IL
IT
Y T
U N
N E
L
A-5054
A-505 4
STL LINTEL
REPAIR
STL LINTEL
REPAIR
PROVIDE APPROXIMATELY 600
SF OF INTERIOR PARGE OF
FOUNDATION WALL
CONTRACTOR AND ARCHITECT
TO COORDINATE FIELD SURVEY
TO SELECT AREAS OF STONE
REPOINTING THROUGHOUT THE
INTERIOR BASEMENT OF OLD
MAIN (BASE BID: 600 SF)
Brick Stitch-Tie Bar Repair
LEGEND
4A
Rout Exist Joint, Install backer rod and sealant
OR MAS / Stone Repointing, see Detail:
Area Of Repair
4 / A-501
ALTERNATE #4: Coat all metal gutters with fluid-applied membrane
Remove and replace flat board soffit
PWWG ARCHITECTSC
PWWG PROJECT NUMBER
REVISIONS
Pittsburgh, PA 15219-1301 p 412.391.2884 f 412.391.1657 www.pwwgarch.com
408 Boulevard of the Allies
/1
/2
:2
:5
A
M
224060.01
3/13/2026
PW CAL- OLD MAIN
EXTERIOR REPAIRS
204 Senior Drive California, PA 15419
Penn West California University
BASEMENT & FIRST
FLOOR PLANS
A-100
CONSTRUCTION DOCUMENTS
A -1
B A
S E
M E
N T
F
IR
S
T F
L O
O R
P L A
N S
3/32" = 1'-0" A-100
16FIRST FLOOR PLAN
NN
TRUEPLAN
3/32" = 1'-0" A-100
1BASEMENT PLAN
NN
TRUEPLAN
SHEET KEYNOTES - SCOPE OF WORK
8I Plan window tags for reference only. Window tags to be quantified on elevation sheets.
8I Plan window tags for reference only. Window tags to be quantified on elevation sheets.
8I Plan window tags for reference only. Window tags to be quantified on elevation sheets.
8I Plan window tags for reference only. Window tags to be quantified on elevation sheets.
9A Remove and salvage loose existing tile and joints. Remove existing mortar bed, reset tile, and grout. Refer to Detail 7/A-505
NO. DESCRIPTION DATE
UP UP
UPUP
UP
UP
A-201 1
A-201
11 A-201
A-201 8
A-201
A-20123
A-201
A-2019
A-201
A-20119
A-202
A-202
A-202
A-20216
A-203
A-202
A-20217
A-203
A-203 10 A-202
A-203 8
A-203 1
A-202 6
A-203
SOUTH HALL RESIDENCES
PRESIDENT'S RESIDENCE
HYPHEN
OLD MAIN
(SOUTH WING)
OLD MAIN
(CHAPEL)
OLD MAIN
(LIBRARY ANNEX)
A-20120 A-201
A-201
A-201
ALT #1a
207 207 207 207
207 207 207 207
206.1
206.1
206.2
204 204
204 204
204204
301301
D-7
D-7
301 301 301
202 204
8I TYP. ALL
WINDOWS
ALT #1c
ALT #1c
ALT #1c
ALT #1c
ALT #1c
REMOVE EXIST
INTERIOR WD
PANEL INFILL
REMOVE EXIST
INTERIOR WD
PANEL INFILL
A-201 1
A-201
11 A-201
A-201 8
A-201
A-20123
A-201
A-2019
A-201
A-20119
A-202
A-202
A-202
A-20216
A-203
A-202
A-20217
A-203
A-203 10 A-202
A-203 8
A-203 1
A-202 6
A-20322
A-203
SOUTH HALL RESIDENCES
PRESIDENT'S RESIDENCE
HYPHEN
OLD MAIN
(SOUTH WING)
OLD MAIN
(CHAPEL)
OLD MAIN
(LIBRARY ANNEX)
A-20120 A-201
A-201
A-201
R-1
R-1
R-1
R-1
R-1
R-1
8I TYP. ALL
WINDOWS
Brick Stitch-Tie Bar Repair
LEGEND
4A
Rout Exist Joint, Install backer rod and sealant
OR MAS / Stone Repointing, see Detail:
Area Of Repair
4 / A-501
ALTERNATE #4: Coat all metal gutters with fluid-applied membrane
Remove and replace flat board soffit
PWWG ARCHITECTSC
PWWG PROJECT NUMBER
REVISIONS
Pittsburgh, PA 15219-1301 p 412.391.2884 f 412.391.1657 www.pwwgarch.com
408 Boulevard of the Allies
/1
/2
:2
:0
A
M
224060.01
3/13/2026
PW CAL- OLD MAIN
EXTERIOR REPAIRS
204 Senior Drive California, PA 15419
Penn West California University
SECOND & THIRD
FLOOR PLANS
A-101
CONSTRUCTION DOCUMENTS
A -1
S E
C O
N D
T
H
IR
D F
L O
O R
P L A
N S
3/32" = 1'-0" A-101
1SECOND FLOOR PLAN
3/32" = 1'-0" A-101
16THIRD FLOOR PLAN
NN
TRUEPLAN
NN
TRUEPLAN
NO. DESCRIPTION DATE
SHEET KEYNOTES - SCOPE OF WORK
8I Plan window tags for reference only. Window tags to be quantified on elevation sheets.
8I Plan window tags for reference only. Window tags to be quantified on elevation sheets.
8I Plan window tags for reference only. Window tags to be quantified on elevation sheets.
8I Plan window tags for reference only. Window tags to be quantified on elevation sheets.
9A Remove and salvage loose existing tile and joints. Remove existing mortar bed, reset tile, and grout. Refer to Detail
A-201 1
A-201
A-202
A-20216
A-203
A-202
A-20217
A-203
A-203 10 A-202
A-203 8
A-203 1
A-20322
A-203
9B METAL FINIAL CAP, ETR
SEE PHOTO:
BASE BID: REMOVE, CLEAN, AND RETAPE ALL
EXISTING GUTTER SEAMS AT OLD MAIN ROOF,
AND PROVIDE SST DOWNSPOUT LEAF GUARDS
(BIRD CAGE) AT EVERY DOWNSPOUT
LOCATION
ALTERNATE #4 : REMOVE, CLEAN, AND APPLY
FLUID-APPLIED COATING TO ALL OLD MAIN
GUTTERS, AND PROVIDE SST DOWNSPOUT
LEAF GUARDS (BIRD CAGE) AT EVERY
DOWNSPOUT LOCATION
SOUTH HALL
RESIDENCES
PRESIDENT'S
RESIDENCES
HYPHEN
OLD MAIN
(SOUTH WING)
OLD MAIN
(CHAPEL)
OLD MAIN
(LIBRARY ANNEX)
INSTALL 12 METAL
LOUVERS, TYP EA.
TOWER
REPAIR FLASHING,
SEE DETAIL:9 / A-504
A-504
TYP OF 6
DORMERS
1 / A-504
A-504
A-504
REFER TO PHOTOS IN
DETAIL: 13 / A-504
TYP AT
GUTTER
A-201 1
A-20322
A-203
SOUTH TOWER W/ (4)
CLOCKS & WROUGHT IRON
WORK (CRESTING), ETR SEE
PHOTO:
9B
NORTH TOWER W/
WROUGHT IRON WORK
(CRESTING)
SEE PHOTO:
9B
COPPER GUTTER, ETR.
VERIFY ALL SEAMS ARE SEAL
AND INTACT. REPAIR IF
REQUIRED
BASE BID: REMOVE, CLEAN, AND
RETAPE ALL EXISTING GUTTER SEAMS
AT OLD MAIN ROOF, TYP
ALTERNATE #4: APPLY FLUID-APPLIED
COATING TO ALL OLD MAIN GUTTERS
1 / A-504
1 / A-504
6A
6A
6B
TYP
OF 4
6BTYP
OF 4
6B TYP OF 5,
WHERE
DETERIORATED
6A
6A
ABOVE & BELOW
GUTTERS
6A
6A
6E
6E
6E
6E
207 207 207 207
207 207 207 207
206.1
206.1
206.2
120 120 120 120120
120 120 120 120120 120
B135 B135B135
B135
B135 B135
B135
B135
8I TYP. ALL
WINDOWS
6E
ALT #1c
ALT #1c
ALT #1c
ALT #1c
ALT #1c
Brick Stitch-Tie Bar Repair
LEGEND
4A
Rout Exist Joint, Install backer rod and sealant
OR MAS / Stone Repointing, see Detail:
Area Of Repair
4 / A-501
ALTERNATE #4: Coat all metal gutters with fluid-applied membrane
Remove and replace flat board soffit
PWWG ARCHITECTSC
PWWG PROJECT NUMBER
REVISIONS
Pittsburgh, PA 15219-1301 p 412.391.2884 f 412.391.1657 www.pwwgarch.com
408 Boulevard of the Allies
/1
/2
:2
:0
A
M
224060.01
3/13/2026
PW CAL- OLD MAIN
EXTERIOR REPAIRS
204 Senior Drive California, PA 15419
Penn West California University
ROOF PLANS & SOFFIT
RCP
A-102
CONSTRUCTION DOCUMENTS
A -1
R O
O F
P L A
N S
S
O F
F
IT
R C
P
3/32" = 1'-0" A-102
1SOFFIT REFLECTED CEILING PLAN
3/32" = 1'-0" A-102
15TOP OF BELL TOWERS
3/32" = 1'-0" A-102
16SECOND FLOOR REFLECTED CEILING PLAN
NN
TRUEPLAN
NN
TRUEPLAN
NO. DESCRIPTION DATE
SHEET KEYNOTES - SCOPE OF WORK
8I Plan window tags for reference only. Window tags to be quantified on elevation sheets.
8I Plan window tags for reference only. Window tags to be quantified on elevation sheets.
8I Plan window tags for reference only. Window tags to be quantified on elevation sheets.
8I Plan window tags for reference only. Window tags to be quantified on elevation sheets.
9A Remove and salvage loose existing tile and joints. Remove existing mortar bed, reset tile, and grout. Refer to Detail
LVL 1
100' - 0"
04 CHAPEL ROOF
147' - 8"
05 BELL TOWER
160' - 9 1/2"
202202
301 301
206.2
103 103
203 203
206.1 206.1
8A
8B TYP OF 3
6C PROVIDE (9)
TYPE 3
BRACKETS
OLD MAIN LVL 3
131' - 1 3/4"
OLD MAIN LVL 2
115' - 6 1/4"
9A TYP OF BOTH
TOWERS
4G
4G
4B
A-503
A-502
A-503
A-503
A-501
A-501
Sim
9C
TYP ALL
WINDOWS
9C
9D
6D
ALT #1c, TYP.
8BTYP OF 3
LVL 1
100' - 0"
04 CHAPEL ROOF
147' - 8"
05 BELL TOWER
160' - 9 1/2"
104104
104104
204 204
202204
4C
OLD MAIN LVL 3
131' - 1 3/4"
OLD MAIN LVL 2
115' - 6 1/4"
7A
4G
4G
8C
4G
4E
4E
8A
8A
A-503
PROVIDE (9) TYPE 4
BRACKETS
A-503
A-501
9C TYP ALL
WINDOWS AND
LOUVERS
PROVIDE (8) TYPE 4
BRACKETS
4G
8B TYP OF 3
8E
LVL 1
100' - 0"
APPROX GRADE
98' - 0"
107107
207 207
OLD MAIN LVL 2
115' - 6 1/4"
4D
4G
4G
4D
BHND
DS (2 SF)
9C TYP ALL
WINDOWS
8E
ALT #1c, TYP.
LVL 1
100' - 0"
APPROX GRADE
98' - 0"
108108
207207
OLD MAIN LVL 2
115' - 6 1/4"
4B
8E
9C TYP ALL
WINDOWS
ALT #1c, TYP.
LVL 1
100' - 0"
APPROX GRADE
98' - 0"
108108108108
207 207 207 207
305305
OLD MAIN LVL 3
131' - 1 3/4"
OLD MAIN LVL 2
115' - 6 1/4"
5A4G
4M
ROOF
BYND4N
SHED
ROOF
A-504
8E
9C TYP ALL
WINDOWS
ALT #1c, TYP.
TYP OF (4)
LVL 1
100' - 0"
213212211
214215214
210210
216216
305305
OLD MAIN LVL 3
131' - 1 3/4"
OLD MAIN LVL 2
115' - 6 1/4"
D-4
4B
4B
4N
4D
4D
TYP SEE
DETAIL:
4D
4B
4G
7N
7N
TYP
4 / A-501
7C
7A
9C TYP ALL
WINDOWS
STONE COPING
REPAIR, SEE DETAIL
15 / A-504
8E ALT #1c, TYP.
LVL 1
100' - 0"
109109
OLD MAIN LVL 2
115' - 6 1/4"
9C TYP ALL
WINDOWS
ALT #1c
8E
NN
TRUEPLAN
SOUTH
HALL
OLD
MAIN
HYPHEN
PRESIDENT'S
RESIDENCE
LVL 1
100' - 0"
109 109 109
OLD MAIN LVL 2
115' - 6 1/4"
8C TYP
OF 3
4A
4C
4G
9C TYP ALL
WINDOWS
ALT #1c
8E TYP OF (3)
LVL 1
100' - 0"
109109109
OLD MAIN LVL 2
115' - 6 1/4"
9C TYP ALL
WINDOWS
ALT #1c
8E TYP OF (3)
LVL 1
100' - 0"
108108108108
207 207 207 207
OLD MAIN LVL 2
115' - 6 1/4"
7A
7C
6A
4B
9C TYP ALL
WINDOWS
ALT #1c, TYP.
8E TYP OF (4)
OLD MAIN LVL 2
115' - 6 1/4"
PROVIDE 12'-0" OF LINEAR FASCIA, TRIM,
MOLDING AND SOFFIT LENGTH FOR REPAIRS
+ 6 TYPE 1 BRACKETS
OLD MAIN LVL 3
131' - 1 3/4"
OLD MAIN LVL 2
115' - 6 1/4"
8A
PROVIDE (9)
TYPE 4
BRACKETS
PROVIDE (3) TYPE 4
BRACKETS
(BEYOND)
PROVIDE (4)
TYPE 4
BRACKETS
PROVIDE (3) TYPE 4
BRACKETS
(BEYOND)
PROVIDE (4)
TYPE 4
BRACKETS
209 209208
OLD MAIN LVL 2
115' - 6 1/4"
PROVIDE 12'-0" OF LINEAR FASCIA, TRIM,
MOLDING AND SOFFIT LENGTH FOR REPAIRS +
6 TYPE 1 BRACKETS
9C
A. All existing air conditioning window units are to be removed from the window, packaged and stored within the room, and reinstalled in the new windows at the completion of the project.
B. Remove all vegetation from all masonry surfaces.
C. Clean brick masonry and stone (100% surfaces) including all painted stone areas. Strip existing paint from all existing painted masonry/stone surfaces on the building (columns, stone lintels/sills, keystones, etc).
D. Removed brick shall be cleaned of mortar and salvaged for reinstallation
E. OLD MAIN
• Remove all existing wood windows and louvers from masonry openings, including all paint and sealant residue at head, jamb, sill perimeter.
• Remove & store existing A/C window units during the project, where located. Reinstall A/C units in new windows.
• Repair any loose brick as required at perimeter opening.
• Install new window and perimeter sealant.
F. Clean and scrape any loose paint from all existing wood surfaces at roof eaves (soffit, fascia, brackets, etc). Prime all bare, sound, exposed wood & paint. See additional work scope for deteriorated wood areas.
G. Replace all sealants around all non-window masonry openings that are to remain.
H. Route/rake exterior of existing vertical mortar jointsbetween the original and additions/infill construction periods and install new control joint sealants I. Regrade portion of landscaping to provide positive slope from building J. Camera underground drainage lines (100'-0") from all downspouts around Old Main, South
Hall and the President's Residence (entire perimeter).
REFER TO SPECIFICATION 012200 UNIT PRICES.
GENERAL ELEVATION SHEET NOTES
Brick Stitch-Tie Bar Repair
LEGEND
4A
Rout Exist Joint, Install backer rod and sealant
OR MAS / Stone Repointing, see Detail:
Area Of Repair
4 / A-501
ALTERNATE #4: Coat all metal gutters with fluid-applied membrane
Remove and replace flat board soffit
OLD MAIN LVL 2
115' - 6 1/4"
PROVIDE 12'-0" OF LINEAR FASCIA, TRIM,
MOLDING AND SOFFIT LENGTH FOR
REPAIRS + 6 TYPE 1 BRACKETS
OLD MAIN LVL 3
131' - 1 3/4"
OLD MAIN LVL 2
115' - 6 1/4"
PROVIDE 12'-0" OF LINEAR
FASCIA, TRIM, MOLDING
AND SOFFIT LENGTH FOR
REPAIRS + 6 TYPE 1
BRACKETS
4G
305 305 9C
ALT #1c, TYP.
ADDITIVE ALTERNATE LIST
See Drawings for more information.
#1a: Replace South Hall windows.
#1c: Replace Library Annex windows.
#2: Seal stone surfaces that are being stripped as part of the base bid.
#3: Replace brick in specific areas as noted.
#4: Coat gutters on Old Main only with gutter coating.
Basis of Design: Kemperol Gutter Coating
PWWG ARCHITECTSC
PWWG PROJECT NUMBER
REVISIONS
Pittsburgh, PA 15219-1301 p 412.391.2884 f 412.391.1657 www.pwwgarch.com
408 Boulevard of the Allies
/1
/2
:2
:1
A
M
224060.01
3/13/2026
PW CAL- OLD MAIN
EXTERIOR REPAIRS
204 Senior Drive California, PA 15419
Penn West California University
BUILDING ELEVATIONS -
PROPOSED
A-201
CONSTRUCTION DOCUMENTS
A -2
B U
IL
D
IN
G
E L E
V A
T
IO
N S
P
R O
P O
S E
D
1/8" = 1'-0" A-201
1PROPOSED WEST (MAIN ENTRANCE) ELEVATION
1/8" = 1'-0" A-201
11PROPOSED NORTH (CHAPEL) ELEVATION
1/8" = 1'-0" A-201
26PROPOSED NORTHWEST ELEVATION
1/8" = 1'-0" A-201
8PROPOSED WEST ELEVATION
1/8" = 1'-0" A-201
13PROPOSED NORTH ELEVATION
1/8" = 1'-0" A-201
23PROPOSED EAST ELEVATION
1/8" = 1'-0" A-201
28PROPOSED NORTHEAST ELEVATION
1/8" = 1'-0" A-201
9PROPOSED EAST ELEVATION
1/8" = 1'-0" A-201
14PROPOSED SOUTHEAST ELEVATION
1/8" = 1'-0" A-201
19PROPOSED EAST COURTYARD ELEVATION
1/8" = 1'-0" A-201
15PROPOSED SOUTHEAST ELEVATION
1/8" = 1'-0" A-201
20PROPOSED EAST ELEVATION
1/8" = 1'-0" A-201
30PROPOSED NORTHEAST ELEVATION
SHEET NOTES - SCOPE OF WORK
4A Repair brick crack with stitch-tie-bar
4B Remove cracked, spalled, non-matching brick and replace/install with matching brick.
4C Repair cracked brick arch. Install reinforcing bars or ties that span the crack location. (see detail)
4D Repoint mortar where missing, 1/4" erosion, cracked, or debonded. Mortar to be removed
2.5 times width of joint, cleaned free of debris & filled by 1/4" lifts, tooled to match adjacent joints
4E Rake out existing mortar joint and install backer rod and sealant
4G Remove efflorescence at masonry areas.
4M Repoint the (ashlar) stone joints where eroded or missing.
4N Remove existing stone copings, install through-wall flashing under reinstalled coping stones
4Q Repoint top ten courses of brick on chimney. Refer to detail 10/A-505
5A Remove existing fire escape structures and impediments. Repair all masonry at existing attachment locations.
5B Replace existing hand/guardrails.
6A 6A - Replace existing soffit wood panels and deteriorated wood soffit eave T&G boards.
Tooth in new T&G boards, prime & paint.
6B Remove existing deteriorated wood bracket and replace with PVC to match. Prime & paint.
6C Install wood bracket to match existing. Prime & paint.
6D Provide blocking for bracket at peak of gable.
6E Replace wood panel soffit with wood tongue & groove soffit boards. Tooth in new T&G boards. Prime and paint.
7A Replace existing copper downspout. Provide new copper downspout with new transition fitting on top of exposed storm boot.
7C Replace damaged storm boot with in-kind material (C.I, TC, or PVC)
7N Provide backer rod & sealant at all sky-facing stone joints
8A Remove brick infill within the existing masonry opening (@ upper round top OR entire masonry opening). Remove dropped ceiling on interior side of window per detail 1/A-502.
8B Remove existing wood louver and replace with new aluminum louver.
8C Existing stain glass interior panels to be removed, salvaged (including all interior wood casing), and reinstalled over new exterior window.
8E Remove existing basement window, panel, or CMU within opening and replace with stone infill. Refer to detail 5/A-505
9A Scrape, prime, and paint existing wood finish (non-deteriorated finish)
9B Scrape, prime, and paint existing metal.
9C Strip paint from stone on all lintels, sills, and belt courses. ALT #2: SEAL STONE
SURFACES.
9D Paint strip existing stone on veranda facade.
1/8" = 1'-0" A-201
29PROPOSED NORTH ELEVATION
1/8" = 1'-0" A-201
10PROPOSED SOUTH ELEVATION
207207
D-5
OLD MAIN LVL 3
131' - 1 3/4"
OLD MAIN LVL 2
115' - 6 1/4"
4B
4M
4M
8E
9C TYP ALL
WINDOWS
LVL 1
100' - 0"
207207207207
108 108108108
OLD MAIN LVL 3
131' - 1 3/4"
OLD MAIN LVL 2
115' - 6 1/4"
4M4M 8E
9C TYP ALL
WINDOWS
ALT #1c, TYP.
LVL 1
100' - 0"
04 CHAPEL ROOF
147' - 8"
104 104
204 204
OLD MAIN LVL 3
131' - 1 3/4"
OLD MAIN LVL 2
115' - 6 1/4"
8A
8C
4G TYP OF 3
ADD (9)
TYPE 4
BRACKETS
9C TYP ALL
WINDOWS
8E
LVL 1
100' - 0"
APPROX GRADE
98' - 0"
ETR WALL MTD FDC
120120120
120 120 120
SOUTH HALL FLOOR 2
110' - 10 1/4"
SOUTH HALL FLOOR 3
120' - 9 1/4"
SOUTH HALL ATTIC
128' - 8 1/4"
4M
4G TYP OF
4B
4D TYP5B
A-503
A-503
A-505
9C TYP ALL
WINDOWS
ALT. #1a, TYP
ALL WINDOWS
LVL 1
100' - 0"
120120120120
120 120 120
120120120120120
SOUTH HALL FLOOR 2
110' - 10 1/4"
SOUTH HALL FLOOR 3
120' - 9 1/4"
SOUTH HALL ATTIC
128' - 8 1/4"
7C
4M 25% OF BASE
ALT #3
ALT #3
ALT #3
9C TYP ALL
WINDOWS
ALT. #1a ALT. #1a ALT. #1a ALT. #1a
ALT. #1aALT. #1aALT. #1aALT. #1a
ALT. #1a ALT. #1a ALT. #1a ALT. #1a
ALT. #1a
ALT. #1a
4Q
LVL 1
100' - 0"
04 CHAPEL ROOF
147' - 8"
104104104
201201201
R-1 R-1 R-1
OLD MAIN LVL 3
131' - 1 3/4"
OLD MAIN LVL 2
115' - 6 1/4"
7C
7A
EXISTING WOOD TRELLIS TO BE REMOVED &
REINSTALLED AFTER PROJECT COMPLETION
8A TYP
OF 3
4G4G
4G4G
5B
4G
A-505 8E
PROVIDE (23)
TYPE 4
BRACKETS
9C TYP ALL
WINDOWS
4Q
LVL 1
100' - 0"
APPROX GRADE
98' - 0"
120120120120
120 120
120 120 120 120
120120
SOUTH HALL FLOOR 2
110' - 10 1/4"
SOUTH HALL FLOOR 3
120' - 9 1/4"
SOUTH HALL ATTIC
128' - 8 1/4"
NOT IN
C
ONTRACT
4D
10% FOR ENTIRE
ELEVATION &
SMALL RETURN
9C
TYP ALL
WINDOWS
ALT. #1aALT. #1aALT. #1aALT. #1a ALT. #1a
ALT. #1a ALT. #1a ALT. #1a ALT. #1a ALT. #1a ALT. #1a
ALT. #1aALT. #1aALT. #1aALT. #1aALT. #1aALT. #1a
4Q
NN
TRUEPLAN
SOUTH
HALL
OLD
MAIN
HYPHEN
PRESIDENT'S
RESIDENCE
A. All existing air conditioning window units are to be removed from the window, packaged and stored within the room, and reinstalled in the new windows at the completion of the project.
B. Remove all vegetation from all masonry surfaces.
C. Clean brick masonry and stone (100% surfaces) including all painted stone areas. Strip existing paint from all existing painted masonry/stone surfaces on the building (columns, stone lintels/sills, keystones, etc).
D. Removed brick shall be cleaned of mortar and salvaged for reinstallation
E. OLD MAIN
• Remove all existing wood windows and louvers from masonry openings, including all paint and sealant residue at head, jamb, sill perimeter.
• Remove & store existing A/C window units during the project, where located. Reinstall A/C units in new windows.
• Repair any loose brick as required at perimeter opening.
• Install new window and perimeter sealant.
F. Clean and scrape any loose paint from all existing wood surfaces at roof eaves (soffit, fascia, brackets, etc). Prime all bare, sound, exposed wood & paint. See additional work scope for deteriorated wood areas.
G. Replace all sealants around all non-window masonry openings that are to remain.
H. Route/rake exterior of existing vertical mortar jointsbetween the original and additions/infill construction periods and install new control joint sealants I. Regrade portion of landscaping to provide positive slope from building J. Camera underground drainage lines (100'-0") from all downspouts around Old Main, South
Hall and the President's Residence (entire perimeter).
REFER TO SPECIFICATION 012200 UNIT PRICES.
GENERAL ELEVATION SHEET NOTES
LVL 1
100' - 0"
OLD MAIN LVL 3
131' - 1 3/4"
OLD MAIN LVL 2
115' - 6 1/4"
4B7C 8E
ADDITIVE ALTERNATE LIST
See Drawings for more information.
#1a: Replace South Hall windows.
#1c: Replace Library Annex windows.
#2: Seal stone surfaces that are being stripped as part of the base bid.
#3: Replace brick in specific areas as noted.
#4: Coat gutters on Old Main only with gutter coating.
Basis of Design: Kemperol Gutter Coating
Brick Stitch-Tie Bar Repair
LEGEND
4A
Rout Exist Joint, Install backer rod and sealant
OR MAS / Stone Repointing, see Detail:
Area Of Repair
4 / A-501
ALTERNATE #4: Coat all metal gutters with fluid-applied membrane
Remove and replace flat board soffit
PWWG ARCHITECTSC
PWWG PROJECT NUMBER
REVISIONS
Pittsburgh, PA 15219-1301 p 412.391.2884 f 412.391.1657 www.pwwgarch.com
408 Boulevard of the Allies
/1
/2
:2
:2
A
M
224060.01
3/13/2026
PW CAL- OLD MAIN
EXTERIOR REPAIRS
204 Senior Drive California, PA 15419
Penn West California University
BUILDING ELEVATIONS -
PROPOSED
A-202
CONSTRUCTION DOCUMENTS
A -2
B U
IL
D
IN
G
E L E
V A
T
IO
N S
P
R O
P O
S E
D
1/8" = 1'-0" A-202
11PROPOSED SOUTHWEST COURTYARD ENTRANCE
1/8" = 1'-0" A-202
1PROPOSED SOUTH COURTYARD ELEVATION
1/8" = 1'-0" A-202
2PROPOSED SOUTH COURTYARD ELEVATION
1/8" = 1'-0" A-202
17PROPOSED EAST ELEVATION (CONNECTOR)
1/8" = 1'-0" A-202
7PROPOSED NORTH COURTYARD ELEVATION
1/8" = 1'-0" A-202
16PROPOSED EAST COURTYARD ELEVATION
1/8" = 1'-0" A-202
9PROPOSED SOUTH ELEVATION (SOUTH HALL)
SHEET NOTES - SCOPE OF WORK
4A Repair brick crack with stitch-tie-bar
4B Remove cracked, spalled, non-matching brick and replace/install with matching brick.
4C Repair cracked brick arch. Install reinforcing bars or ties that span the crack location. (see detail)
4D Repoint mortar where missing, 1/4" erosion, cracked, or debonded. Mortar to be removed
2.5 times width of joint, cleaned free of debris & filled by 1/4" lifts, tooled to match adjacent joints
4E Rake out existing mortar joint and install backer rod and sealant
4G Remove efflorescence at masonry areas.
4M Repoint the (ashlar) stone joints where eroded or missing.
4N Remove existing stone copings, install through-wall flashing under reinstalled coping stones
4Q Repoint top ten courses of brick on chimney. Refer to detail 10/A-505
5A Remove existing fire escape structures and impediments. Repair all masonry at existing attachment locations.
5B Replace existing hand/guardrails.
6A 6A - Replace existing soffit wood panels and deteriorated wood soffit eave T&G boards.
Tooth in new T&G boards, prime & paint.
6B Remove existing deteriorated wood bracket and replace with PVC to match. Prime & paint.
6C Install wood bracket to match existing. Prime & paint.
6D Provide blocking for bracket at peak of gable.
6E Replace wood panel soffit with wood tongue & groove soffit boards. Tooth in new T&G boards. Prime and paint.
7A Replace existing copper downspout. Provide new copper downspout with new transition fitting on top of exposed storm boot.
7C Replace damaged storm boot with in-kind material (C.I, TC, or PVC)
7N Provide backer rod & sealant at all sky-facing stone joints
8A Remove brick infill within the existing masonry opening (@ upper round top OR entire masonry opening). Remove dropped ceiling on interior side of window per detail 1/A-502.
8B Remove existing wood louver and replace with new aluminum louver.
8C Existing stain glass interior panels to be removed, salvaged (including all interior wood casing), and reinstalled over new exterior window.
8E Remove existing basement window, panel, or CMU within opening and replace with stone infill. Refer to detail 5/A-505
9A Scrape, prime, and paint existing wood finish (non-deteriorated finish)
9B Scrape, prime, and paint existing metal.
9C Strip paint from stone on all lintels, sills, and belt courses. ALT #2: SEAL STONE
SURFACES.
9D Paint strip existing stone on veranda facade.
1/8" = 1'-0" A-202
6PROPOSED WEST COURTYARD ELEVATION
03 THIRD FLOOR
131' - 3"
SOUTH HALL LEVEL 2
111' - 0"
APPROX GRADE
98' - 0"
SOUTH HALL FLOOR 3
120' - 9 1/4"
SOUTH HALL ATTIC
128' - 8 1/4"
OLD MAIN LVL 2
115' - 6 1/4"
ALT. #3
ALT. #3
PROVIDE (23)
TYPE 3
BRACKETS
PROVIDE
BLOCKING AT
PEAK
LVL 1
100' - 0"
SOUTH HALL FLOOR 2
110' - 10 1/4"
SOUTH HALL FLOOR 3
120' - 9 1/4"
OLD MAIN LVL 3
131' - 1 3/4"
SOUTH HALL ATTIC
128' - 8 1/4"
OLD MAIN LVL 2
115' - 6 1/4"
4D
A-505
4Q
LVL 1
100' - 0"
SOUTH HALL LEVEL 5
158' - 0"
SOUTH HALL FLOOR 2
110' - 10 1/4"
SOUTH HALL FLOOR 3
120' - 9 1/4"
SOUTH HALL ATTIC
128' - 8 1/4"
OLD MAIN LVL 2
115' - 6 1/4"
NOT IN
C
ONTRACT
NN
TRUEPLAN
SOUTH
HALL
OLD
MAIN
HYPHEN
PRESIDENT'S
RESIDENCE
1 10
04 CHAPEL ROOF
147' - 8"
05 BELL TOWER
160' - 9 1/2"
9C TYP ALL
LOUVERS
8B TYP OF 38BTYP OF 3
LVL 1
100' - 0"
SOUTH HALL LEVEL 5
158' - 0"
SOUTH HALL FLOOR 2
110' - 10 1/4"
SOUTH HALL FLOOR 3
120' - 9 1/4"
SOUTH HALL ATTIC
128' - 8 1/4"
NOT IN
C
ONTRACT
LVL 1
100' - 0"
A-502
104104104104104104
201 201 201 201 201 201
R-1R-1R-1
OLD MAIN LVL 3
131' - 1 3/4"
OLD MAIN LVL 2
115' - 6 1/4"
8A
TYP OF 6, SEE
DETAIL FOR
INTERIOR WORK
1 / A-502
5A
4D 10% OF ENTIRE
ELEVATION, TYP
4A
8E 8E
PROVIDE (23)
TYPE 4
BRACKETS
A-503
9C TYP ALL
WINDOWS
LVL 1
100' - 0"
04 CHAPEL ROOF
147' - 8"
05 BELL TOWER
160' - 9 1/2"
202 204
OLD MAIN LVL 3
131' - 1 3/4"
OLD MAIN LVL 2
115' - 6 1/4"
4B
4C
PORCH
SIDE
8A TYP OF 2, SEE
DETAIL FOR
INTERIOR WORK
1 / A-502
5A
4G
PROVIDE 10%
OF AREA
4M
4DTYP AT
EYE
BROW
ARCH
8E
PROVIDE (7) TYPE
4 BRACKETS
A-501
Sim
9C
TYP ALL
WINDOWS AND
LOUVERS
9D
8BTYP OF 3
A. All existing air conditioning window units are to be removed from the window, packaged and stored within the room, and reinstalled in the new windows at the completion of the project.
B. Remove all vegetation from all masonry surfaces.
C. Clean brick masonry and stone (100% surfaces) including all painted stone areas. Strip existing paint from all existing painted masonry/stone surfaces on the building (columns, stone lintels/sills, keystones, etc).
D. Removed brick shall be cleaned of mortar and salvaged for reinstallation
E. OLD MAIN
• Remove all existing wood windows and louvers from masonry openings, including all paint and sealant residue at head, jamb, sill perimeter.
• Remove & store existing A/C window units during the project, where located. Reinstall A/C units in new windows.
• Repair any loose brick as required at perimeter opening.
• Install new window and perimeter sealant.
F. Clean and scrape any loose paint from all existing wood surfaces at roof eaves (soffit, fascia, brackets, etc). Prime all bare, sound, exposed wood & paint. See additional work scope for deteriorated wood areas.
G. Replace all sealants around all non-window masonry openings that are to remain.
H. Route/rake exterior of existing vertical mortar jointsbetween the original and additions/infill construction periods and install new control joint sealants I. Regrade portion of landscaping to provide positive slope from building J. Camera underground drainage lines (100'-0") from all downspouts around Old Main, South
Hall and the President's Residence (entire perimeter).
REFER TO SPECIFICATION 012200 UNIT PRICES.
GENERAL ELEVATION SHEET NOTES
ADDITIVE ALTERNATE LIST
See Drawings for more information.
#1a: Replace South Hall windows.
#1c: Replace Library Annex windows.
#2: Seal stone surfaces that are being stripped as part of the base bid.
#3: Replace brick in specific areas as noted.
#4: Coat gutters on Old Main only with gutter coating.
Basis of Design: Kemperol Gutter Coating
Brick Stitch-Tie Bar Repair
LEGEND
4A
Rout Exist Joint, Install backer rod and sealant
OR MAS / Stone Repointing, see Detail:
Area Of Repair
4 / A-501
ALTERNATE #4: Coat all metal gutters with fluid-applied membrane
Remove and replace flat board soffit
PWWG ARCHITECTSC
PWWG PROJECT NUMBER
REVISIONS
Pittsburgh, PA 15219-1301 p 412.391.2884 f 412.391.1657 www.pwwgarch.com
408 Boulevard of the Allies
/1
/2
:2
:3
A
M
224060.01
3/13/2026
PW CAL- OLD MAIN
EXTERIOR REPAIRS
204 Senior Drive California, PA 15419
Penn West California University
BUILDING ELEVATIONS -
PROPOSED
A-203
CONSTRUCTION DOCUMENTS
A -2
B U
IL
D
IN
G
E L E
V A
T
IO
N S
P
R O
P O
S E
D
1/8" = 1'-0" A-203
21PROPOSED SOUTH ELEVATION (END OF OLD MAIN SOUTH WING)
1/8" = 1'-0" A-203
10PROPOSED WEST ELEVATION (HYPHEN)
1/8" = 1'-0" A-203
11PROPOSED NORTH ELEVATION (PRESIDENT'S RESIDENCE)
1/8" = 1'-0" A-203
22PROPOSED EAST ELEVATION (REAR OF OLD MAIN BELL TOWERS)
1/8" = 1'-0" A-203
1PROPOSED WEST ELEVATION (PRESIDENT'S RESIDENCE)
1/8" = 1'-0" A-203
8PROPOSED WEST ELEVATION (OLD MAIN SOUTH WING)
1/8" = 1'-0" A-203
17PROPOSED SOUTH ELEVATION (OLD MAIN BELL TOWER)
SHEET NOTES - SCOPE OF WORK
4A Repair brick crack with stitch-tie-bar
4B Remove cracked, spalled, non-matching brick and replace/install with matching brick.
4C Repair cracked brick arch. Install reinforcing bars or ties that span the crack location. (see detail)
4D Repoint mortar where missing, 1/4" erosion, cracked, or debonded. Mortar to be removed
2.5 times width of joint, cleaned free of debris & filled by 1/4" lifts, tooled to match adjacent joints
4E Rake out existing mortar joint and install backer rod and sealant
4G Remove efflorescence at masonry areas.
4M Repoint the (ashlar) stone joints where eroded or missing.
4N Remove existing stone copings, install through-wall flashing under reinstalled coping stones
4Q Repoint top ten courses of brick on chimney. Refer to detail 10/A-505
5A Remove existing fire escape structures and impediments. Repair all masonry at existing attachment locations.
5B Replace existing hand/guardrails.
6A 6A - Replace existing soffit wood panels and deteriorated wood soffit eave T&G boards.
Tooth in new T&G boards, prime & paint.
6B Remove existing deteriorated wood bracket and replace with PVC to match. Prime & paint.
6C Install wood bracket to match existing. Prime & paint.
6D Provide blocking for bracket at peak of gable.
6E Replace wood panel soffit with wood tongue & groove soffit boards. Tooth in new T&G boards. Prime and paint.
7A Replace existing copper downspout. Provide new copper downspout with new transition fitting on top of exposed storm boot.
7C Replace damaged storm boot with in-kind material (C.I, TC, or PVC)
7N Provide backer rod & sealant at all sky-facing stone joints
8A Remove brick infill within the existing masonry opening (@ upper round top OR entire masonry opening). Remove dropped ceiling on interior side of window per detail 1/A-502.
8B Remove existing wood louver and replace with new aluminum louver.
8C Existing stain glass interior panels to be removed, salvaged (including all interior wood casing), and reinstalled over new exterior window.
8E Remove existing basement window, panel, or CMU within opening and replace with stone infill. Refer to detail 5/A-505
9A Scrape, prime, and paint existing wood finish (non-deteriorated finish)
9B Scrape, prime, and paint existing metal.
9C Strip paint from stone on all lintels, sills, and belt courses. ALT #2: SEAL STONE
SURFACES.
9D Paint strip existing stone on veranda facade.
KEYNOTE LEGEND
+/- 1"
EXISTING JOINT: GOOD
CONDITION IF SOUND AND NO
CRACKING. ETR.
EXISTING JOINT: CONCAVE
WASH ERODED CREATING A
SHELF ON TOP OF BRICK.
REPOINT (AS SHOWN BELOW)
IF RECESSED MORE THAN 3/8
OF AN INCH
EXISTING JOINT: UNSOUND,
CRACKED, AND/OR LOOSE.
REPOINT AS SHOWN BELOW.
EXISTING JOINT: MORTAR TO
BE REMOVED 2 1/2 TIMES THE
WIDTH OF THE JOINT (+/- 1").
CLEANED FREE OF DEBRIS. FILL
JOINT BY 1/4" LIFTS AND TOOL
TO MATCH EXISTING BRICK
JOINTS.
/8
ARCHWAY
3' - 3"
2' - 6"
ARCHWAY
3' - 3"
1' - 8"
2' - 6
1' - 8"
PRIMARY HELICAL BEAMING, PLAN VIEW
1. INSTALL (2) ROWS OF (2) 6MM PROSOCO STITCH-TIE HELICAL BARS WITHIN BED JOINTS SPACED (5) COURSES VERITCALLY.
2. DRILL AND EMBED 20" INTO THICKNESS OF WALL AT INSIDE CORNER AT ADJACENT WALL PAST ARCH.
3. IF MULTIPLE BARS ARE USED, PROVIDE 20" LAP.
SECONDARY HELICAL BEAMING, PLAN VIEW
1. INSTALL (2) ROWS OF (2) 6MM PROSOCO STITCH-TIE HELICAL BARS WITHIN BED JOINTS SPACED (5) COURSES VERTICALLY.
2. DRILL AND EMBED 30" INTO THICKNESS OF WALL AS INDICATED.
GROUTED TIES, PLAN VIEW
1. INSTALL (4) ROWS OF (2) 8MM PROSOCO GROUT-TIES FROM BASE OF ARCH TO SOLID MASONRY. UTILIZE SUREGROUT S.
2. IF FEASIBLE, INSTALL GROUT TIE THROUGH THE KEYSTONE AND CONNECT TO SOLID MASONRY ON OTHER SIDE OF KEYSTONE.
ARCHWAY BELOW
3' - 3"
APPROXIMATE
LOCATION OF
GROUT-TIE ENTRY
POINT IN ARCH
BELOW, TYP.
KEYSTONE BELOW
KEYSTONE BELOW
KEYSTONE BELOW
SECONDARY HELICAL BEAMING.
PRIMARY HELICAL BEAMING.
CRACK IN ARCH
GROUT TIE-IN, TYP.
6" = 1'-0" A-501
4MASONRY REPOINTING DETAIL
PWWG ARCHITECTSC
PWWG PROJECT NUMBER
REVISIONS
Pittsburgh, PA 15219-1301 p 412.391.2884 f 412.391.1657 www.pwwgarch.com
408 Boulevard of the Allies
/1
/2
:2
:3
A
M
224060.01
3/13/2026
PW CAL- OLD MAIN
EXTERIOR REPAIRS
204 Senior Drive California, PA 15419
Penn West California University
MASONRY DETAILS
A-501
CONSTRUCTION DOCUMENTS
A -5
M A
S O
N R
Y D
E T
A
IL
S
KEYNOTE LEGEND
1" = 1'-0" A-501
1ARCH CRACK REPAIR, TYP OF FOUR (4) LOCATIONS @ VERANDA
APPROX GRADE
98' - 0"
OLD MAIN LVL 2
115' - 6 1/4"
NEW WINDOW
WOOD TRIM TO BE
STAINED TO MATCH
CROWN MOULDING
REVEAL ORIGINAL
PLASTER WALL. PATCH
AND REPAIR, AS
NEEDED.
NEW BULKHEAD ENTIRE
LENGTH OF ROOM, TYP.
EXISTING MASONRY WALL,
ETR, TYP.
EXTENTS OF
EXISTING CEILING
TO BE
DEMOLISHED
EXTENTS OF EXISTING
BRICK INFILL TO BE
DEMOLISHED
PROVIDE DIAGONAL
BRACING AT 48" O.C. MAX.
ANCHOR TO EXISTING
STRUCTURE.
EXISTING FLOOR-
CEILING ASSEMBLY,
ETR, TYP.
WOOD STOOL, ETR, TYP.
A-502
A-502
A-502
A-502
A-502
2' - 0"
LAMINATE NEW GWB TO
EXISTING PLASTER
PATCH,
REPAIR,
AND PAINT
REVEALED
PLASTER
WALL
BEYOND
MOVE LIGHT FIXTURES
CURRENTLY IN ACT
CEILING TO BE
DEMOLISHED (2) CEILING
TILES TOWARD THE
INTERIOR OF THE ROOM
WOOD STOOL, ETR, TYP.
STONE SILL, ETR, TYP.
REMOVE EXIST CAULKING
REMOVE EXIST WOOD SILL
REMOVE EXIST CAULKING
REMOVE CAULKING
COMPOSITION FLASHING,
ETR, TYP.
STEEL ANGLE, ETR. REPAIR
ANY EXPOSED SURFACE RUST
REMOVE EXIST WEATHER
STRIPPING
WOOD WAINSCOTING, ETR,
TYP.
REMOVE EXIST MUNTIN
REMOVE BRICKMOULD
REMOVE EXIST BRICKMOULD
SILL SECTION
MUNTIN SECTION
JAMB SECTION
HEAD SECTION
BRICK BEYOND, ETR, TYP.
WEIGHT POCKETS, ETR
REMOVE EXIST BRICKMOULD
PLASTER AND LATH OR EXIST
WOOD CASING & TRIM (IF
PRESENT), ETR, TYP.
WOOD WINDOW FRAME, ETR,
TYP.
PLASTER AND LATH OR
WOOD CASING & TRIM (IF
PRESENT), ETR, TYP.
SALVAGE FOR REUSE
REMOVE & SALV EXIST
STAINED GLASS PANEL
(SGP), IF PRESENT. SEE
PLANS (TOTAL OF 7). SEE
DETAIL: 2 / A-505
SEALANT AND BACKER ROD
CHECK RAIL
BRAKE METAL
BRICKMOULD WITH CLIP
EXTERIOR TRIM (P/N
7SBX-0SBN)
FRAME EXPANDER EXT TRIM
(P/N 47D6)
BRICKMOULD PANNING TRIM
BEYOND, TYP.
WEIGHTS, ETR,
TYP.
BACKER ROD & SEALANT
STONE SILL, ETR, TYP.
WOOD WAINSCOTING, ETR,
TYP.
SILL SECTION
MEETING RAIL SECTION
JAMB SECTION
HEAD SECTION
BRICK BEYOND, ETR, TYP.
PLASTER AND LATH OR EXIST
WOOD CASING & TRIM (IF
PRESENT), ETR, TYP.
MUNTIN SECTION
BRICKMOULD WITH CLIP
EXTERIOR TRIM (P/N
7SBX-0SBN)
WOOD STOOL, TYP.
SEALANT WITH WEEPS
BLOCKING TO CREATE
POSITIVE SLOPE
REINSTALL EXIST STAINED
GLASS PANEL (SGP), IF
PRESENT. SEE PLANS (TOTAL
OF 7). SEE DETAIL: 2 / A-505
UPPER SASH
CAULKING AND BACKER ROD
BRICKMOULD WITH CLIP
EXTERIOR TRIM (P/N
7SBX-0SBN)
FRAME EXPANDER EXT TRIM
(P/N 47D6)
LOWER SASH
CAULKING AND BACKER ROD
BRICKMOULD WITH CLIP
EXTERIOR TRIM (P/N
7SBX-0SBN)
FRAME EXPANDER EXT TRIM
(P/N 47D6)
WOOD STOOL, ETR, TYP.
SILL, ETR., TYP.
CAULKING
SILL
EXISTING PLASTER AND
LATH, ETR, TYP.
EXISTING WAINSCOTING,
ETR, TYP.
HEAD
DECORATIVE GRILLE
BRAKE METAL
CAULKING AND BACKER ROD
BRICKMOULD WITH CLIP
EXTERIOR TRIM (P/N
7SBX-0SBN)
FRAME EXPANDER EXT TRIM
(P/N 47D6)
WINDOW
CAULKING AND BACKER ROD
BRICKMOULD WITH CLIP
EXTERIOR TRIM (P/N
7SBX-0SBN)
FRAME EXPANDER EXT TRIM
(P/N 47D6)
EXIST PLASTER RETURN,
ETR, TYP.
EXIST PLASTER @ WALL,
ETR, TYP.
THROUGH-FRAME
ANCHOR
NEW WINDOW
NEW STOOL
A-502
A-502
A-502
A-502
PWWG ARCHITECTSC
PWWG PROJECT NUMBER
REVISIONS
Pittsburgh, PA 15219-1301 p 412.391.2884 f 412.391.1657 www.pwwgarch.com
408 Boulevard of the Allies
/1
/2
:2
:4
A
M
224060.01
3/13/2026
PW CAL- OLD MAIN
EXTERIOR REPAIRS
204 Senior Drive California, PA 15419
Penn West California University
WINDOW DETAILS
A-502
CONSTRUCTION DOCUMENTS
A -5
W
IN
D O
W D
E T
A
IL
S
KEYNOTE LEGEND
1/2" = 1'-0" A-502Referenced from 16/A-100
1SC-WALL-FIRST FLOOR @ LOW CEILING
3" = 1'-0" A-502
3PW WINDOW EXISTING SECTION
3" = 1'-0" A-502
7PW WINDOW PROPOSED SECTION
3" = 1'-0" A-502
12PW WINDOW JAMB PROPOSED SECTION - UPPER SASH
3" = 1'-0" A-502
11PW WINDOW JAMB PROPOSED SECTION - LOWER SASH
3" = 1'-0" A-502
21PW WINDOW PROPOSED SECTION
3" = 1'-0" A-502
16PW WINDOW JAMB PROPOSED SECTION - FIXED
1 1/2" = 1'-0" A-502
18SC-WALL- FIXED WINDOW
M.E.
M .E
M .E
M .E
M.E.
M.E.
SHEET METAL BOX GUTTER,
ETR, TYP.
BASE BID: REMOVE EXISTING
SEAL TAPE AT SEAMS AND
REAPPLY NEW
FRIEZE BOARD, ETR, TYP.
WD EAVE BRACKET (TYPE 1)
@ FRIEZE BD, ETR, TYP.
CAP MOLDING @ BRACKET,
ETR, TYP.
SOFFIT BOARDS @ CLOSED
EAVE, ETR, TYP. (UNSOUND
BOARDS TO BE REPLACED
WITH WOOD, NOT PVC)
EAVE FASCIA, ETR, TYP.
GUTTER MOLDING, ETR.
METAL, ETR, TYP.
WD BLOCKING, ETR, TYP.
ALTERNATE #4:
PROVIDE FLUID APPLIED
COATING OVER METAL
GUTTERS, TYP.
M .E
M.E.
M.E.M.E.M.E.
ALL EXISTING WOOD
COMPONENTS TO BE
INSPECTED. SOUND WD
COMPONENTS TO REMAIN.
PREPPED AND PAINTED.
UNSOUND WD
COMPONENTS TO BE
REMOVED AND REPLACED
IN KIND (PVC), TYP, UNO.
M .E
M.E.
M.E.
M .E
REFERENCE OWNER-SUPPLIED
BRACKET
EAVE FASCIA, ETR, TYP.
FRIEZE BRACKET (TYPE 3),
ETR, TYP.
ALL EXISTING WOOD
COMPONENTS TO BE
INSPECTED. SOUND WD
COMPONENTS TO REMAIN.
PREPPED AND PAINTED.
UNSOUND WD
COMPONENTS TO BE
REMOVED AND REPLACED
IN KIND (PVC), TYP, UNO.
SHEET METAL BOX GUTTER,
ETR, TYP.
REMOVE EXISTING FRIEZE
BD, MOUNT BRACKETS, AND
INFILL BETWEEN BRACKETS
WITH FRIEZE BOARD.
10"
V .I
.F
A L
IG
N
T O
B O
T T
O M
O F
B R
IC
K
B A
N D
WD BLOCKING, ETR, TYP.
METAL, ETR, TYP.
ALTERNATE #4:
PROVIDE FLUID APPLIED
COATING OVER METAL
GUTTERS, TYP
EXISTING WD COMPONENTS
TO BE INSPECTED, TYP AT
ROOF EAVE.
• SOUND WD BOARDS TO
REMAIN, PREPPED AND
REPAINTED.
• UNSOUND WD
COMPONENTS (WOOD ROT,
CRACKED/SPLIT) TO BE
REMOVED AND REPLACED
IN-KIND.
• SOFFIT BDS TO BE TOOTHED
IN
• ALL COMPONENTS TO BE
PREPPED AND PAINTED.
DEPTH OF RECESSES: 1/4"
4"
EQEQEQEQEQ
GUTTER MOLDING, ETR,
TYP.
V .I
.F
A L
IG
N
T O
B O
T T
O M
O F
B R
IC
K
B A
N D
REMOVE EXISTING FRIEZE BD,
MOUNT BRACKETS, AND
INFILL BETWEEN BRACKETS
WITH FRIEZE BOARD.
FASCIA BOARD, ETR. .
GUTTER MOLDING, ETR,
TYP.
METAL, ETR, TYP.
MOLDING, ETR, TYP.
ALL EXISTING WOOD
COMPONENTS TO BE
INSPECTED. SOUND WD
COMPONENTS TO REMAIN.
PREPPED AND PAINTED.
UNSOUND WD COMPONENTS
TO BE REMOVED AND
REPLACED IN KIND (PVC).
ADDITIVE ALTERNATE LIST
See Drawings for more information.
#1a: Replace South Hall windows.
#1c: Replace Library Annex windows.
#2: Seal stone surfaces that are being stripped as part of the base bid.
#3: Replace brick in specific areas as noted.
#4: Coat gutters on Old Main only with gutter coating.
Basis of Design: Kemperol Gutter Coating
PWWG ARCHITECTSC
PWWG PROJECT NUMBER
REVISIONS
Pittsburgh, PA 15219-1301 p 412.391.2884 f 412.391.1657 www.pwwgarch.com
408 Boulevard of the Allies
/1
/2
:2
:4
A
M
224060.01
3/13/2026
PW CAL- OLD MAIN
EXTERIOR REPAIRS
204 Senior Drive California, PA 15419
Penn West California University
BRACKET DETAILS
A-503
CONSTRUCTION DOCUMENTS
A -5
B R
A C
K E
T D
E T
A
IL
S
3" = 1'-0" A-503
1EXISTING WOOD BRACKET - TYPE 1 (RECTANGULAR)
3" = 1'-0" A-503
11EXISTING WOOD BRACKET - TYPE 1 (RECTANGULAR)
1 1/2" = 1'-0" A-503
17EXISTING WOOD BRACKET - TYPE 2 (SCROLL)
3" = 1'-0" A-503
26WOOD BRACKET - TYPE 3 (ORNAMENTAL)
3" = 1'-0" A-503
16WOOD BRACKET - TYPE 3 (ORNAMENTAL)
3" = 1'-0" A-503
2NEW CONSTRUCTION WOOD BRACKET - TYPE 4 (SCROLL)
3" = 1'-0" A-503
7NEW CONSTRUCTION WOOD BRACKET - TYPE 4 (SCROLL)
PAINT ALL IRONWORK
SOUTH TOWER
NORTH TOWER
LIBRARY ANNEX
REPAIR EXIST MTL
FLASHING AT NORTH
TOWER & CHAPEL ROOF
NEW PAINTED ALUMINUM-
CLAD PLYWOOD PANEL FOR
INFILL
NEW WINDOW - TYPE R-1.
REFER TO A-631.
REMOVE LOOSE PAINT AND
REPAINT. SEE UNIT PRICES
FOR TO REPLACE ANY TRIM
BD, TYP.
GUTTER MOLDING,ETR, TYP.
TYPICAL BOX GUTTER, ETR,
TYP.
WOOD SOFFIT AT ROOF EAVE.
REPLACE ROTTED, UNSOUND
BOARDS. TOOTH IN
REPLACEMENT BOARDS, TYP.
FRIEZE BD, ETR IF SOUND.
REPLACE IF ROTTED. REFER
TO UNIT PRICES
FASCIA BD, ETR, TYP.
WD BRACKET, TYPE 1.
REPLACE IF ROTTED.
ROOF EAVE AT DOWNSPOUT PENETRATION FROM
BOX GUTTER, TYP.
CORE HOLE IN STONE TO
RECEIVE COVERED
COPPER CAP & SST
ANCHOR PIN - 1/2" DIA.
CORE HOLE AND ANCHOR
SST ANCHOR PIN W/
MASONRY EPOXY
THROUGHWALL
FLASHING W/ RECEIVER
COUNTER FLASHING
EXIST BASE FLASHING,
LOCKED INTO
COUNTERFLASHING,
ETR, TYP.
1/ 2"
THROUGHWALL FLASHING
IN MORTAR BED
COPPER PIPE & CAP
SOLDERED TO
THROUGHWALL FLASHING
EXIST ASPHALT SHINGLES AND
ROOF STRUCTURE, ETR, TYP.
REMOVE EXIST. STONE (REMOVE PAINT) COPING TO
INSTALL THROUGHWALL FLASHING. THEN REINSTALL
COPING IN SAME LOCATION.
SST DOWEL ANCHORED INTO MASS WALL (12" O.C.
MAX) THOUGHWALL FLASHING WITH COPPER PIPE
AND CAP SOLDERED TO THROUGHWALL FLASHING
COPPER THROUGHWALL FLASHING W/ DRIP EDGE AT
OUTER EDGE, RECEIVER EDGE AT ROOF SIDE FOR
COUNTER FLASHING TO TIE INTO EXISTING BASE
FLASHING
EXIST MASONRY ASSEMBLY, ETR,
TYP.
BASE FLASHING MODIFIED TO LOCK
INTO COUNTERFLASHING
COUNTERFLASHING
EXISTING STONE COPING:
• (6) SIX SECTIONS
• REMOVE, SALVAGE
• INSTALL THROUGHWALL
FLASHING W/ SST PINS
ANCHORED INTO MAS WALL
BELOW, TYP, MAX 12" O.C.
• REINSTALL STONE COPINGS
• PROVIDE BACKER ROD &
SEALANT AT STONE JOINTS
6 THROUGHWALL FLASHING W/ 1/2"
DRIP EDGE ON FACE BRICK SIDE.
A-504
INSTALL METAL COUNTER
FLASHING BTWN THROUGHWALL
FLASHING ABOVE AND EXISTING
BASE FLASHING BELOW IN THIS
AREA. REFER TO DETAIL:
THROUGHWALL
FLASHING TIED INTO
EXISTING BASE FLASHING
EXISTING BASE FLASHING
10 / A-504
10 / A -504
REMOVE CRACKED, SPALLED,
NON-MATCHING BRICK AND
REPLACE/INSTALL WITH
MATCHING BRICK. SEE SHT A-201
A-504
BASE BID: REMOVE
WHITE SEAM TAPE AND
PROVIDE NEW SEAM
TAPE.
ALTERNATE #4:
REMOVE SEAM TAPE
AND PROVIDE FLUID-
APPLIED COATING
OVER METAL.ALTERNATE #4:
PROVIDE FLUID-APPLIED
COATING OVER METAL
GUTTERS, INCLUDING
UNDER ASPHALT
SHINGLES, TYP.
A-504 11
A-504
WALL AND ROOF ASSEMBLY,
ETR, TYP.
COPPER GUTTER AND
COUNTERFLASHING, ETR, TYP
NEW CLAD WD WINDOW WITH
PANNING - REFER TO WINDOW
SCHEDULE ON A-631SHEET METAL GUTTER FLASHING
TERMINATION, UNDER ASPHALT
SHINGLES, ETR.
ASPHALT SHINGLES, ETR, TYP.
ALTERNATE #4:
PROVIDE FLUID-APPLIED
COATING OVER EXISTING
METAL GUTTERS, WALL
FLASHING ,AND COUNTER
FLASHING, TYP, INCLUDING
UNDER ASPHALT SHINGLES
COPPER SILL FLASHING OVER
MASONRY SILL TO RECEIVE
EXISTING COUNTERFLASHING.
PROVIDE SOLDERED FLAT LOCK
SEAM
EXISTING WALL FLASHING, ETR,
LAPPED OVER COPPER SILL
FLASHING, BUTYL SEALANT LOCK
JOINT
LIQUID-APPLIED FLASHING AT SILL
& JAMBS
SEALANT AT JAMB AND HEAD,
WEEPS AT SILL
SEE PHOTO IN DETAIL: 13 / A-504
1/8" = 1'-0" A-504
1EXISTING PINNACLE ORNAMENT
1/8" = 1'-0" A-504
3DORMER WINDOW
PWWG ARCHITECTSC
PWWG PROJECT NUMBER
REVISIONS
Pittsburgh, PA 15219-1301 p 412.391.2884 f 412.391.1657 www.pwwgarch.com
408 Boulevard of the Allies
/1
/2
:2
:5
A
M
224060.01
3/13/2026
PW CAL- OLD MAIN
EXTERIOR REPAIRS
204 Senior Drive California, PA 15419
Penn West California University
ROOF DETAILS
A-504
CONSTRUCTION DOCUMENTS
A -5
R O
O F
D E
T A
IL
S
1/8" = 1'-0" A-504
9FLASHING REPAIR @ NORTH TOWER / CHAPEL ROOF
1/8" = 1'-0" A-504
4WOOD SOFFIT REPAIR
3" = 1'-0" A-504
5THROUGH-WALL FLASHING AT COPING
1" = 1'-0" A-504
10STONE COPING REPAIR
3/4" = 1'-0" A-504
15THROUGH-WALL FLASHING AT COPING - LIBRARY ENTRANCE
1/8" = 1'-0" A-504
13EXISTING FLASHING AROUND LIBRARY ANNEX ROOF
1 1/2" = 1'-0" A-504Referenced from 1/A-102
11THROUGH WINDOW FLASHING DETAIL - ABOVE LIBRARY ANNEX
00 BASEMENT
85' - 0"
PROVIDE DRAIN TILE AND
FILLER FABRIC AT
PERIMETER OF FOOTING.
TIE FOUNDATION PIPE INTO
EXISTING STORM LINE ON
SITE.
FOUNDATION WALL, ETR
TYP.
BASEMENT FLOOR, ETR
TYP.
6"
DIM VARIES - VIF 6"
10"
2 1/4"
/2
VARIES - VIF
GRADE
D
IM
V A
R
IE
S
V
IF
GROUT POST IN 3" DIA X 6" DEEP
DRILLED HOLE
T Y
P
1 1/2" TYP
CAST IRONLAMBS TONGUE
METAL PROFILE RAILING
CONC STEPS AND
LANDING, ETR
NOTE: HANDRAIL EPOXY FINISH.
MITERED WELDED CONNECTIONS
(NOT RADIUS), GRIND SMOOTH
100' - 0"
01 FIRST FLOOR
EXIST MASONRY WALL
ASSEMBLY TO REMAIN
DIM VARIES - VIF
ANCHOR HANDRAIL INTO
EXIST MASONRY WALL
INTERMEDIATE POST, IF
NECESSARY, BY DELEGATED
DESIGN
REMOVE
EXISTING
HEADER AND
REPLACE
WITH (2) NEW
GALVANIZED
STEEL
LINTELS.
EXTEND
NEW
LINTELS
2'-0" PAST
OPENING
±2"
EXISTING STONE FOUNDATION WALL, ETR
TYP
REMOVE EXISTING WD WINDOW FRAME,
WD PANEL, AND/OR VENT / FAN
8" CMU BLOCK
INFILL MASONRY OPNG W/:
LIQUID APPLIED MOISTURE BARRIER
MASONRY TIES
4" STONE VENEER
8"x16" PVC VENT/FAN IN NEW STONE OPNG.
INSTALL (10) VENTS AS DIRECTED BY
ARCHITECT OR OWNER.
± 1' - 7"
REMOVE ALL
UNSOUND
GROUT, POPPED/
SPALLED,
CRACKED TILES,
TYP. REMOVE
EXIST MORTAR
BED TO SOUND
SUBSTRATE.
REINSTALL SALV
OR NEW
MATCHING TILE,
GROUT & RESEAL,
TYP OF 25 SF.
GENERAL:
• CLEAN ALL TILE.
• REFER TO
SPEC.
REMOVE EXISTING PATCH.
PATCH AND REPAIR.
REPOINT UPPER
(10) COURSES OF
CHIMNEY, ALL (4)
SIDES.
ELEVATION OF STAINED GLASS
PANEL INSTALLATION
SECTION OF STAINED GLASS
PANEL INSTALLATION
1 1/2" = 1'-0" A-505
1TYP EXT STAIR HANDRAIL
1" = 1'-0" A-505
3FOUNDATION DRAIN
PWWG ARCHITECTSC
PWWG PROJECT NUMBER
REVISIONS
Pittsburgh, PA 15219-1301 p 412.391.2884 f 412.391.1657 www.pwwgarch.com
408 Boulevard of the Allies
/1
/2
:2
:5
A
M
224060.01
3/13/2026
PW CAL- OLD MAIN
EXTERIOR REPAIRS
204 Senior…
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