12-CC Addendum 3 Drawings 2026-09-04.pdf
PDF 909 KB Posted
- Attached to
- Coblentz Corner Phase 1 Project
- Solicitation number
- Not on record
- Issued by
- Clearfield County, Pennsylvania
About this file
This is an Addendum 3 Drawings document for the Coblentz Corner Phase 1 Project, a structural stabilization, exterior envelope, and repairs initiative located at 100 West Front Street, Berwick, Pennsylvania, prepared by UpStreet Architects, Inc. The project scope encompasses new metal roof deck installation with single-ply membrane roofing system, new metal stud framing and exterior wall construction, new aluminum storefront windows and doors, manufactured stone veneer cladding, new concrete sidewalk replacement, roof trusses and structural elements, new metal roof joists, aluminum gutters and downspouts, roof hatches, and chimney repairs with new aluminum caps. The work includes installation of reinforced PVC walking pads for a 100-foot walking path, spray foam insulation for continuous thermal envelope, and comprehensive flashing and waterproofing details throughout the building envelope. Sealed bids were due Tuesday, September 15, 2026, at 1:00 PM via the PennBid website, with a non-mandatory pre-bid conference held Wednesday, August 26, 2026, at 10:30 AM at the project site. All questions were to be submitted through PennBid by 5:00 PM on Tuesday, September 8, 2026.
The project is subject to Pennsylvania State Prevailing Wage Rates, with a required 10 percent Bid Bond and 100 percent Payment and Performance Bonds from the successful contractor. The work is subject to the Build America Buy America Act, Pennsylvania Office of the Budget Domestic Steel Products Procurement Act, and federal MBE/WBE/Section 3 requirements per 24 CFR Part 75. The project must comply with the 2021 Pennsylvania Uniform Construction Code, 2021 International Residential Code, 2021 International Existing Building Code, 2021 International Energy Conservation Code, 2021 International Mechanical Code, 2021 International Plumbing Code, 2020 International Fire Code, and applicable NFPA 70 standards. The documents specify that the roofer must be certified by the roofing manufacturer with inspection reports required for warranty verification, and all contractors must verify field dimensions and conditions before commencing work. The owner reserves the right to accept or reject any or all bids in their best interest.
View the file
Other files
Show all 12
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ADJACENT BUILDING
DS
DS
KO
KO
N O
RT
H 1
A401
ROOF PLAN
SCALE: 1/4" = 1'-0" 0 4 8 FT
SLOPE
SLOPE
1. SEE GENERAL ROOF PLAN NOTES ON A001.
2. (DS) INDICATES DOWNSPOUT LOCATIONS.
3. (KO) INDICATES KICK-OUT FLASHING LOCATIONS.
4. MEMBRANE ROOF DESIGN & SLOPES TO BE
VERIFIED BY ROOFING MANUFACTURER. SLOPE
TO BE 1/4":12 min. ROOFER MUST BE CERTIFIED BY
THE ROOFING MANUFACTURER. MANUFACTURER
MUST PROVIDE INSPECTION REPORT FOR
WARRANTY VERIFICATION.
5. INSTALL 36" WIDE REINFORCED PVC WALKING
PADS FOR A 100' WALKING PATH TO BE
DETERMINED IN THE FIELD.
6. CRICKETS ARE CREATED WITH TAPERED
INSULATION TO SLOPE TO DRAIN. ALL ROOF
SURFACES TO SLOPE 1/4" PER FOOT MIN.
7. FLASH PLUMBING VENTS. SEE PLUMBING
DRAWINGS & DETAIL 3/A601.
8. ROOFER IS RESPONSIBLE TO COORDINATE WITH
G.C. AND MECHANICAL SUBCONTRACTOR TO
DETERMINE ALL FIELD PENETRATIONS AND
CURBS REQUIRED.
9. INSTALL NEW METAL ROOF JOISTS. SEE
STRUCTURAL DRAWINGS.
10. WRAP ROOFING OVER PARAPET WALL AND UNDER
COPING OR DRIP EDGE.
GENERAL NOTES FOR THIS SHEET
SLOPE
SLOPE
P2
SLOPE
WALLS BELOW
WALLS BELOW
A321
A321
A321
A322
A323
A322
A322
P1
P1P2
NEW INSULATION AND MEMBRANE ROOFING SYSTEM
ON NEW METAL ROOF DECK .
WRAP ROOFING MEMBRANE OVER PARPAPET.2
NOT USED.3
WRAP NEW MEMBRANE ROOF TO TOP OF PARAPET AND
FLASH TO ADJACENT BUILDING. SEE DETAIL 1/A602.
NOT USED.6
PROVIDE CRICKET AROUND ROOF HATCH AND
CHIMNEY.
ROOF HATCH. SEE DETAIL 7/A601. INSTALL PER
MANUFACTURER'S DETAILS.
NEW ALUMINUM CHIMNEY CAP. SEE DETAIL 2/A601.
NUMBERED NOTES FOR THIS SHEET
EXISTING CHIMNEY TO BE REPAIRED/REPOINTED.
NEW ALUMINUM GUTTER AND DOWNSPOUTS. SEE
DETAIL 3/A601.
CORNICE TYPES:
HIGH PARAPET, SEE WALL SECTION.P1
LOW PARAPET, SEE WALL SECTION.P2
A323
A301
A301
D at e / T im e
Fi le
N am e
541 PHILADELPHIA ST.
INDIANA, PA 15701
PHONE (724)349-3601
911 MENOHER BLVD.
JOHNSTOWN, PA 15905
PHONE (814)539-0224
05/05/26
© 2025 UpStreet Architects, Inc.
245014
PH
A
SE
W
ES
T
FR
O N
T
ST
R
EE
T, BE
RW
IC
K, P
A
C O
B
LE
N
TZ
C O
R N
ER
/2 1/
/2
8/
/0
4/
ROOF PLAN
A401
R
EV
IS
IO
N S
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N O
F R
EV
IS
IO
N
BY sh N o C ha ng e sh N o C ha ng e sh Ad de nd um
R ev is io ns
GENERAL FLOOR PLAN NOTES
GENERAL
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE
AND INFORM THE ARCHITECT OF ANY DISCREPANCIES.
2. ALL INTERIOR DIMENSIONS GIVEN ARE TO STUD, UNO. ALL EXTERIOR
DIMENSIONS GIVEN ARE TO OUTSIDE OF WALL SHEATHING OR FACE OF
MASONRY, UNO.
FRAMING
1. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE TO BE PRESSURE
TREATED.
THERMAL & MOISTURE PROTECTION
1. CAULK ALL AREAS OF POSSIBLE WATER PENETRATION WITH SEALANT AND
BACKER ROD SUITABLE FOR APPLICATION.
EXTERIOR ELEVATION NOTES
1. REFER TO DOOR AND WINDOW SCHEDULES FOR TYPE AND STYLE OF UNITS.
2. PAINT EXTERIOR METAL DOORS.
3. NO DISSIMILAR METALS ARE TO BE IN CONTACT WITH ONE ANOTHER.
4. USE HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS.
5. PUTTY ALL NAIL HOLES THAT ARE EXPOSED TO VIEW.
6. EXPOSED FLASHING SHALL BE IN A COLOR TO MATCH THE ADJACENT MATERIAL.
7. SEAL ALL PENETRATIONS THROUGH EXTERIOR SURFACES.
8. ENSURE COMPLETE GROUTING AT ALL FOUNDATION PENETRATIONS.
9. PARGE ALL EXPOSED CONCRETE BLOCK.
10. PROTECT ALL EXTERIOR SURFACES FROM MUD AND DEBRIS. CLEAN
ANY SOILED AREAS THOROUGHLY BEFORE OWNER WILL ACCEPT.
SPECIAL INSPECTIONS: SPECIAL INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE
WITH SECTION 1704 OF THE 2018 INTERNATIONAL BUILDING CODE.
INSTALLATION OF ANCHOR BOLTS IN CONCRETE AND GROUTED MASONRY
REINFORCED CONCRETE AND REINFORCING STEEL PLACEMENT
STRUCTURAL STEEL
INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS IN CONCRETE AND MASONRY
MASONRY CONSTRUCTION INCLUDING BUT NOT LIMITED TO:
1. REINFORCING STEEL PLACEMENT
2. GROUT PLACEMENT
3. HOT AND COLD WEATHER PROTECTION
CODE REQUIREMENTS
APPLICABLE CODES & REGULATIONS
DIAGRAMMATIC BUILDING PLAN - BUILDING INFORMATION (Not To Scale):
FIRE WALL:
2-HOUR RATED
" " INDICATES APPLICABLE CODEAPPLICABLE CODES:
Pennsylvania Uniform Construction Code (UCC):
2021 International Residential Code (IRC):
2021 International Existing Building Code (IEBC): See IEBC Compliance Path
2021 International Energy Conservation Code (IECC):
2021 International Mechanical Code (IMC):
2021 International Plumbing Code (IPC):
2021 International Fire Code (IFC):
2020 NFPA 70, National Electrical Code (NEC):
N/A
2021 International Building Code (IBC):
N/A
N/A
N/A
N/A
1ST FLOOR
BASEMENT FLOOR
FIRE WALL:
2-HOUR RATED
1. PERMIT IS FOR STRUCTURAL STABILIZATION, EXTERIOR ENVELOPE, AND REPAIRS ONLY
D at e / T im e
Fi le
N am e
541 PHILADELPHIA ST.
INDIANA, PA 15701
PHONE (724)349-3601
911 MENOHER BLVD.
JOHNSTOWN, PA 15905
PHONE (814)539-0224
05/05/26
© 2025 UpStreet Architects, Inc.
245014
PH
A
SE
W
ES
T
FR
O N
T
ST
R
EE
T, BE
RW
IC
K, P
A
C O
B
LE
N
TZ
C O
R N
ER
/2 1/
/2
8/
/0
4/
GENERAL
ARCHITECTURAL
NOTES
A001
R
EV
IS
IO
N S
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N O
F R
EV
IS
IO
N
BY sh N o C ha ng e sh N o C ha ng e sh Ad de nd um
R ev is io
PENNSYLVANIA ONE CALL SYSTEM, INC.
Call Before You Dig
811 or 1-800-242-1776 PA Law Requires Three Working Days' Notice
1-800-242-1776
N
L
NNEP
YS
AV
C
SOAI
EN LLAC
ET
NI
M
SY
AL
I D
UOY
OB FE ER
GID
0 20 40 FT
S. MARKET STREET
W. FRONT STREET
REAGANS AVENUE
N. MARKET STREET
ST. CHARLES PARK
E. FRONT STREET
A002
PARTIAL SITE PLAN
SCALE: 1" = 20'
REPLACE EXISTING
SIDEWALK, SEE 2/A002
6" COMPACTED 2A STONE
BASE UNDER SIDEWALK
EXISTING BRICK WALKING
SURFACE TO REMAIN
NEW 4" CONCRETE SIDEWALK
REINFORCED w/ 6x6 - W1.4/W1.4 WWF.
MATCH EXISTING CONTROL
JOINT SCORE PATTERN
SCALE: 3/4" = 1'-0"
A002
SIDEWALK REPLACEMENT DETAIL
NOTE:
EXISTING TREES IN FRONT OF
BUILDING MAY BE TRIMMED
TO FACILITATE WORK. ARCHITECT
WILL PROVIDE DIRECTION FROM
AN ARBORISTS PRIOR TO TRIMMING
N
D at e / T im e
Fi le
N am e
541 PHILADELPHIA ST.
INDIANA, PA 15701
PHONE (724)349-3601
911 MENOHER BLVD.
JOHNSTOWN, PA 15905
PHONE (814)539-0224
05/05/26
© 2025 UpStreet Architects, Inc.
245014
PH
A
SE
W
ES
T
FR
O N
T
ST
R
EE
T, BE
RW
IC
K, P
A
C O
B
LE
N
TZ
C O
R N
ER
/2 1/
/2
8/
/0
4/
SITE PLAN
A002
R
EV
IS
IO
N S
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N O
F R
EV
IS
IO
N
BY sh N o C ha ng e sh N o C ha ng e
DOOR FRAME DETAILS
SCALE: 1 1/2" = 1'-0"
F2
ALUMINUM FRAME
CAULK PERIMETER,
BOTH SIDES
METAL STUDS
BLOCKING
ZIP SHEATHING
PVC PANEL
METAL STUDS
ZIP SHEATHING
PVC PANEL
1x PVC TRIM BOARDS
F3
WEATHERSTRIPPING, PER DOOR MFR.
PRESSURE TREATED 2x ON
INSIDE OF DOOR OPENING,
VERIFY REQUIREMENTS
WITH DOOR MFR. (PAINT)
UPWARD-ACTING SECTIONAL
DOOR, TRACK & HARDWARE
F1
NEW METAL FRAME
CAULK PERIMETER,
BOTH SIDES
EXISTING EXTERIOR
MASONRY WALL
CAULK
DOOR AND FRAME SCHEDULE
DOOR SIZE FRAME HARDWARE (see spec for sets) ELECTRIFIED COMMENTS DOOR
No. Use Type Mat. Finish W x H x T Type Mat. Finish Sidelight Set No. COORDINATION No.
1st FLOOR AREA 101/1 ENTRANCE/CAFE A ALUM PRE S 3'0" x 7'6" x 1 3/4" b,F2 ALUM PRE (2) 2'6" 1 (See Comments) PROVIDE FOR FUTURE ELECTRIC DOOR STRIKE 101/1 101/2 ENTRANCE/CAFE C ALUM PRE S 15'6" x 8'0" x 1 3/4" F3 ALUM PRE (See Comments)
SECTION 08-36-13 SECTIONAL DOORS
PROVIDE OPERATOR AND CONTROLS PER SPECIFICATION 101/2
101/3 STAIR 'A' B IM P S 3'0" x 6'8" x 1 3/4" a,F1 IM P 2 101/3
GENERAL DOOR NOTES
1. ALL DOORS SHALL FIT UNIFORMLY IN FRAMES.
2. ALL DOORS AND HARDWARE SHALL OPERATE FREELY AND PROPERLY.
3. ALL EXTERIOR METAL DOORS AND FRAMES SHALL BE GALVANIZED.
4. ALL EXTERIOR METAL DOOR FRAMES SHALL BE THERMAL BREAK TYPE.
5. ALL EXTERIOR DOORS SHALL HAVE WEATHERSTRIPPING AND THRESHOLDS.
6. ALL THRESHOLDS TO MEET HC REQUIREMENTS, UNLESS NOTED
OTHERWISE. CAULK ALL THRESHOLDS.
7. ALL EXCESS CAULK AND GLAZIERS PUTTY ON DOOR LITES SHALL BE
REMOVED.
8. ALL GLAZING IN EXTERIOR DOORS AND SIDELITES SHALL BE INSULATED
LOW-E SAFETY GLASS.
9. ALL DOOR CLOSERS TO BE SET TO HANDICAPPED COMPLIANT PRESSURE
AND CLOSING SPEEDS.
10. FLASH EXTERIOR DOORS PER "TYPICAL EXTERIOR DOOR FLASHING" DETAIL
ON SHEET A010. C
FRAME TYPES
a b
DOOR TYPES
A B
" m ax A
FF
VISION LITE:
100 sq. in. max
DOOR & FRAME SCHEDULE ABBREVIATIONS
ALUM Aluminum MHO Magnetic Hold Open COMP Composite P Paint ES Electric Strike PC Pull Cord EXIST Existing PR Pair FP/SP Factory Primed/Site Painted PLAM Plastic Laminate FGL Fiberglass PRE Prefinished GL Glass PWPS Push Wall Plate Switch HCW Hollow Core Wood SL Sidelight HM Hollow Metal S Single IF Insulated Fiberglass SCW Solid Core Wood IM Insulated Metal STN Stain KF Key Fob WD Wood M Metal
HEAD FLASHING TAPE
HEAD FLASHING
SEALANT AROUND JAMBS
TYPICAL EXTERIOR DOOR FLASHING AT ZIP SHEATHING
SCALE: NTS
INSTALL ZIP FLASHING TAPE IN THE JAMBS OF
THE ROUGH OPENING. INSTALL SEALANT AS
(3) SEPERATE BEADS IN THE THRESHOLD & 6"
min. UP THE JAMB. INSTALL DOOR PER
MANUFACTURER'S INSTALLATION GUIDANCE &
APPLY SEALANT AT MOLDING / ZIP SHEATHING
INTERSECTION. INSTALL HEAD FLASHING
ABOVE DOOR. INSTALL ZIP FLASHING TAPE
ABOVE DOOR.
JAMB FLASHING TAPE
ZIP SHEATHING
DOOR FRAME
DAM FLASHING AT BASE OF DOOR
ALUMINUM
STOREFRONT
SEE A030 WINDOW
SCHEDULE AND
ELEVATIONS
STEEL DOOR GLAZED OVERHEAD SECTIONAL DOOR
2' -0
/4
D at e / T im e
Fi le
N am e
541 PHILADELPHIA ST.
INDIANA, PA 15701
PHONE (724)349-3601
911 MENOHER BLVD.
JOHNSTOWN, PA 15905
PHONE (814)539-0224
05/05/26
© 2025 UpStreet Architects, Inc.
245014
PH
A
SE
W
ES
T
FR
O N
T
ST
R
EE
T, BE
RW
IC
K, P
A
C O
B
LE
N
TZ
C O
R N
ER
/2 1/
/2
8/
/0
4/
DOOR NOTES
& SCHEDULE
A010
R
EV
IS
IO
N S
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N O
F R
EV
IS
IO
N
BY sh N o C ha ng e sh N o C ha ng e rc p
Ad de nd um
R ev is io ns
SCALE: 1 1/2" = 1'-0
A030
NEW WINDOW SECTION IN EXISTING INFILLED
OPENING
Head
ALUMINUM
STOREFRONT WINDOW
EXISTING MASONRY
WALL CONSTRUCTION
FLASHING
Jamb
EXISTING MASONRY
WALL CONSTRUCTION
SEALANT
MEMBRANE
FLASHING
Sill
SEALANT
ALUMINUM
STOREFRONT WINDOW
SEALANT
Head
Jamb
Sill
SCALE: 1 1/2" = 1'-0
A030
NEW WINDOW SECTION IN NEW
EXTERIOR WALL
BLOCKING
PVC PANELING
SEALANT
3-5/8" METAL STUD
FRAMING @16" O.C.
NEW ALUMINUM
STOREFRONT WINDOW
BLOCKING
PVC PANELING
MEMBRANE FLASHING
SEALANT
3-5/8" METAL STUD
FRAMING @16" O.C.
NEW ALUMINUM
STOREFRONT WINDOW
1/2" SHEATHING
1/2" SHEATHING
PVC WRAPPED BACK
TO WINDOW FRAME
MEMBRANE FLASHING
BLOCKING
PVC PANELING
MEMBRANE FLASHING
AT ENTIRE PERIMETER
OF OPENING AND
UP FACE OF BACK DAM
SEALANT
3-5/8" METAL STUD
FRAMING @16" O.C.
NEW ALUMINUM
STOREFRONT WINDOW
1/2" ZIP SHEATHING
SILL RECEPTOR
BACK-BEDDED INTO
CONTINUOUS SEALANT
SHIMS
SHEET METAL ANGLE
USED TO FORM
BACK DAM AND END DAMS
2x BLOCKING
2x BLOCKING
2x BLOCKINGMEMBRANE FLASHING
AT ENTIRE PERIMETER
OF OPENING AND
UP FACE OF BACK DAM
SILL RECEPTOR
BACK-BEDDED INTO
CONTINUOUS SEALANT
SHEET METAL ANGLE
USED TO FORM
BACK DAM AND END DAMS
MEMBRANE FLASHING
AT ENTIRE PERIMETER
OF OPENING
WINDOW/STOREFRONT SCHEDULE
SAFETY
NO. MANUFACTURER OPERATION COLOR R.O.(W X H) DETAIL GLAZING
S1 STOREFRONT FIXED BLACK 6'-6" x 5'-8" 1/A030 YES S2 STOREFRONT FIXED BLACK 5'-0" x 5'-8" 1/A030 YES
S3STOREFRONT: SEE DOOR SCHEDULE FOR INFORMATION YES
S4 STOREFRONT FIXED BLACK 5'-4" x 7'-1" 2/A030 YES
GENERAL WINDOW NOTES
1. SAFETY GLAZING (TEMPERED GLASS) SHALL BE PROVIDED IN ALL WINDOWS
CONSIDERED BY THE IRC (OR IBC) TO BE IN A HAZARDOUS LOCATION.
2. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
3. INSTALL NON-EXPANDING SPRAY TYPE FOAM URETHANE INSULATION IN SHIM
SPACE AROUND PERIMETER OF EXTERIOR WINDOWS.
4. SEAL AROUND EXTERIOR PERIMETER OF WINDOW AFTER EXTERIOR WALL
FINISH IS APPLIED.
5. REFER TO EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.
STOREFRONT TYPES
S1 S2
S3
SEE DOOR SCHEDULE
FOR DOOR INFORMATION
6'-6"
2" 3'-0" 2" 3'-0" 2" 5'-0"
2" 2'-3" 2"2'-3" 2"
5' -8
2" 5'
-4
2"
5' -8
2" 5'
-4
2"
1st FLOOR
2' -3
2' -3
2' -0
/4
S4
8'-2 5/8" 5'-0"
7' -1
7' -6
D at e / T im e
Fi le
N am e
541 PHILADELPHIA ST.
INDIANA, PA 15701
PHONE (724)349-3601
911 MENOHER BLVD.
JOHNSTOWN, PA 15905
PHONE (814)539-0224
05/05/26
© 2025 UpStreet Architects, Inc.
245014
PH
A
SE
W
ES
T
FR
O N
T
ST
R
EE
T, BE
RW
IC
K, P
A
C O
B
LE
N
TZ
C O
R N
ER
/2 1/
/2
8/
/0
4/
A030
WINDOW NOTES
& SCHEDULE
R
EV
IS
IO
N S
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N O
F R
EV
IS
IO
N
BY sh N o C ha ng e sh N o C ha ng e rc p
Ad de nd um
R ev is io
D CH CL B A'
D CH CL B A'
D CH CL B A'
6" OUTRIGGER FRAMING
AND 1/2" SHEATHING, TYP.
1" BLOCKING AND 1/2"
SHEATHING, TYP.
1/2" PAD-OUT
SHEATHING, TYP.
S4
S1 S1
S3 S3
A201
SOUTH ELEVATION
SCALE: 1/4" = 1'-0" 0 2 4 FT
A201
NORTH ELEVATION
SCALE: 1/4" = 1'-0" 0 2 4 FT
BASEMENT
T/ PARAPET
1st FLOOR
'-6
'-4
T/ PARAPET
'-4
TRUSS BRG.
'-0
BASEMENT
T/ PARAPET
1st FLOOR
'-6
'-4
T/ PARAPET
'-4
TRUSS BRG.
'-0
A321
A321
A321
A323
NUMBERED NOTES FOR ELEVATIONS
NOTE: NOT ALL NOTES MAY APPLY TO THIS SHEET
ALUMINUM FASCIA, DRIP EDGE, AND GUTTER.
NEW DOWNSPOUT.2
PATCH AND PAINT EXISTING MASONRY WALL.3
"COBLENTZ CORNER" SIGN TO BE STUD MOUNTED
DIMENSIONAL LETTERS. PROVIDE BLOCKING TO
MOUNT LETTERS.
PROVIDE BLOCKING FOR FUTURE AWNINGS5
INFILL DOOR OPENING WITH NEW STOREFRONT
WINDOW
NEW PIERS AND FOOTINGS, SEE STRUCTURAL
DRAWINGS.
MANUFACTURED STONE VENEER, PARGE MIN. 4" GAP
BETWEEN VENEER AND SIDEWALK.
NEW CHIMNEY CAP, SEE 2/A601.9
A201
HORIZONTAL SECTIONS - SEE 3/A202
SCALE: 1/4" = 1'-0" 0 2 4 ft
GENERAL NOTES FOR THIS SHEET
1. (DS) INDICATES DOWNSPOUT LOCATIONS.
2. ALL TRIM TO BE PAINTED.
3. PROVIDE MOCK-UP FOR APPROVAL.
4. COLORS WILL BE SELECTED.
17'-9 3/4"18'-7 1/4"18'-7 3/4"
5 5 5
7 7
A201
A201
A201
8"8"8"8"8"
EXISTING BUILDING FOUNDATION
M3 M3
PVC SHEET W/ PERIMETER
TRIMBOARDS ON M! COVE, TYP.
PVC SHEET W/ PERIMETER
TRIMBOARDS ON M! COVE, TYP.
EXISTING
DRAIN BOOT EXISTING
DRAIN BOOT
1/
2"
M3M3 M3 M3M3M3M3
CL4
A201
ENLARGED HORIZONTAL SECTION - 3
SCALE: 1/2" = 1'-0" 0 1 2 ft
A201
ENLARGED HORIZONTAL SECTION - 2
SCALE: 1/2" = 1'-0" 0 1 2 ft
A201
ENLARGED HORIZONTAL SECTION - 1
SCALE: 1/2" = 1'-0" 0 1 2 ft
CL
CL
6" OUTRIGGER FRAMING
AND 1/2" SHEATHING, TYP.
1" BLOCKING AND
1/2" SHEATHING, TYP.
1/2" PAD OUT
SHEATHING, TYP.
NOTE: SEE A202 FOR MORE INFORMATION
D at e / T im e
Fi le
N am e
541 PHILADELPHIA ST.
INDIANA, PA 15701
PHONE (724)349-3601
911 MENOHER BLVD.
JOHNSTOWN, PA 15905
PHONE (814)539-0224
05/05/26
© 2025 UpStreet Architects, Inc.
245014
PH
A
SE
W
ES
T
FR
O N
T
ST
R
EE
T, BE
RW
IC
K, P
A
C O
B
LE
N
TZ
C O
R N
ER
/2 1/
/2
8/
/0
4/
ELEVATIONS
A201
R
EV
IS
IO
N S
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N O
F R
EV
IS
IO
N
BY sh N o C ha ng e sh N o C ha ng e rc p
Ad de nd um
R ev is io
3 3 3 3 3
NEW MASONRY CONSTRUCTION NEW METAL STUD CONSTRUCTION
DS
1/
2"
A202
POLYURETHANE MOULDING PROFILES
SCALE: 1/2" = 1'-0" 0 1 2 ft
M1 M2 M3 M4
A202
ENLARGED HORIZONTAL SECTION - 3
SCALE: 1/2" = 1'-0" 0 1 2 ft
A202
ENLARGED HORIZONTAL SECTION - 2
SCALE: 1/2" = 1'-0" 0 1 2 ft
A202
ENLARGED HORIZONTAL SECTION - 1
SCALE: 1/2" = 1'-0" 0 1 2 ft
A202
ENLARGED HORIZONTAL SECTION - 3
SCALE: 1/2" = 1'-0" 0 1 2 ft
A202
ENLARGED HORIZONTAL SECTION - 2
SCALE: 1/2" = 1'-0" 0 1 2 ft
A202
ENLARGED HORIZONTAL SECTION - 1
SCALE: 1/2" = 1'-0" 0 1 2 ft
6" OUTRIGGER FRAMING
AND 1/2" SHEATHING, TYP.
1" BLOCKING AND 1/2"
SHEATHING, TYP.
1/2" PAD OUT
SHEATHING, TYP.
TRIM RETURN, TYP.
3-1/2" TRIM, TYP.
PVC PANEL, TYP.
M1, TYP.
FYPON:
MLD603-8
QUARTER
ROUND
COVE
FYPON:
MLD628-8
WINDOW STOOL
FYPON:
MLD710-10
CORBELL
FYPON:
MLD13-12
M5
DENTIL
FYPON:
MLD434-16
A202
COLUMN TYPES
SCALE: 3/8" = 1'-0" 0 1 2 3 ft
5' -3
/4
A B CL CH C D
4'-9 1/4"
4'-6"
4'-3"
4'-0"
5'-0 1/4"
4'-0"2'-0"
2'-0"
2'-0"
2'-0"
2'-3"
2'-4 1/2"
2'-6"
2'-8"
4'-6"
4'-3"
4'-0"
4'-0"
4'-9 1/4"
4'-6"
4'-3"
4'-0"
4'-0"
5'-0 1/4"
2'-4 1/2"
2'-4 1/2"
2'-7 1/2"
2'-10 1/2"
3'-1 1/2"
3'-4 1/2"
9" 9"
5' -3
/4
9"
9"
5' -3
/4
9"
9"
5' -3
/4
9"
9"
5' -3
/4
9"
5' -3
/4
9"
9"
5' -5
/4
2' -5
/4
5' -5
/4
2' -5
/4
M1
M2 M3
M4
M2
M4
M4
M4
M1
M1
M1
M1
M2 M3
M4
M2
M4
M4
M4
M1
M1
M1
M1
M2 M3
M4
M2
M4
M4
M4
M1
M1
M1
M1
M2 M3
M4
M2
M4
M4
M4
M1
M1
M1
M1 M4
M2
M1
M2 M3
M4
M2
M4
M4
M4
M1
M1
M1
1' -7
/2
COPING
M5
5 1/2" CORNER TRIM
PVC SHEET, TYP.
1' -7
/2
COPING
M5
9 1/2" CORNER
TRIM
COPING
M5
1' -7
PVC SHEET BEHIND
3-1/2" VERTICAL TRIM W/
1-1/2" GAP BETWEEN
BOARDS, TYP.
9 1/2" CORNER
TRIM
COPING
1' -7
" M5
5 1/2" CORNER TRIM
NOTES:
1. ALL PANEL PERIMETER TRIM
TO BE 3-1/2" U.N.O.
2. ALL RECESSED PANEL AREAS
ARE PVC SHEET INSTALLED
W/TRIM OVERLAP AND SOLID
BLOCKING BEHIND.
PVC SHEET,
TYP.
M2 M3
S2 S2 S2 S2 S2 S2 S2 S2
A202
EAST ELEVATION
SCALE: 1/4" = 1'-0" 0 2 4 FT
BASEMENT
T/ PARAPET
1st FLOOR
'-6
'-4
T/ PARAPET
'-4
TRUSS BRG.
'-0
A322
A322
A322
GENERAL NOTES FOR THIS SHEET
1. (DS) INDICATES DOWNSPOUT LOCATIONS.
2. ALL TRIM TO BE PAINTED.
3. PROVIDE MOCK-UP FOR APPROVAL.
4. COLORS WILL BE SELECTED.
A202
HORIZONTAL SECTIONS - SEE 3/A202
SCALE: 1/4" = 1'-0" 0 2 4 FT
NUMBERED NOTES FOR ELEVATIONS
NOTE: NOT ALL NOTES MAY APPLY TO THIS SHEET
ALUMINUM FASCIA, DRIP EDGE, AND GUTTER.
NEW DOWNSPOUT.2
PATCH AND PAINT EXISTING MASONRY WALL.3
"COBLENTZ CORNER" SIGN TO BE STUD MOUNTED
DIMENSIONAL LETTERS. PROVIDE BLOCKING TO
MOUNT LETTERS.
PROVIDE BLOCKING FOR FUTURE AWNINGS5
INFILL DOOR OPENING WITH NEW STOREFRONT
WINDOW
NEW PIERS AND FOOTINGS, SEE STRUCTURAL
DRAWINGS.
MANUFACTURED STONE VENEER, PARGE MIN. 4" GAP
BETWEEN VENEER AND SIDEWALK.
NEW CHIMNEY CAP, SEE 2/A601.9
16'-0" 16'-0" 16'-0"14'-9 3/4" 15'-2 1/4"
55555
A202
A202
A202
A202
A202
A202
A B C B CL B CH B C B D
A B C B CL B CH B C B D
A B C B CL B CH B C B D
PVC SHEET W/ PERIMETER TRIM
BOARDS AND M1 COVE, TYP.
8"8"8"8"8"8"8"8"8"8"
M3 M3 M3 M3 M3 M3 M3 M3 M3 M3
4" MIN.
6" OUTRIGGER FRAMING
AND 1/2" SHEATHING, TYP.
1" BLOCKING AND 1/2"
SHEATHING, TYP.
1/2" PAD-OUT
SHEATHING, TYP.
M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3
D at e / T im e
Fi le
N am e
541 PHILADELPHIA ST.
INDIANA, PA 15701
PHONE (724)349-3601
911 MENOHER BLVD.
JOHNSTOWN, PA 15905
PHONE (814)539-0224
05/05/26
© 2025 UpStreet Architects, Inc.
245014
PH
A
SE
W
ES
T
FR
O N
T
ST
R
EE
T, BE
RW
IC
K, P
A
C O
B
LE
N
TZ
C O
R N
ER
/2 1/
/2
8/
/0
4/
ELEVATIONS
A202
R
EV
IS
IO
N S
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N O
F R
EV
IS
IO
N
BY sh N o C ha ng e sh N o C ha ng e rc p
Ad de nd um
R ev is io
3 3 3 3 3 3 3 3 3 3 3
SPRAY FOAM INSULATION
FOR CONTINUOUS THERMAL
ENVELOPE
SLOPE SLOPE
EXISTING CMU
TO REMAIN
EXISTING CMU
TO REMAIN
EXISTING CMU
TO REMAIN
EXISTING CONCRETE
LEDGE
EXISTING CONCRETE
LEDGE
EXISTING CONCRETE
LEDGE
EXISTING PURLINS
& BEAMS
EXISTING PURLINS
& BEAMS
EXISTING PURLINS
& BEAMS
SPRAY FOAM INSULATION
FOR CONTINUOUS THERMAL
ENVELOPE
A321
WALL SECTION THRU GARAGE DOOR @ FRONT STREET
SCALE: 1/2" = 1'-0" 0 1 2 FT
A321
WALL SECTION THRU FRONT DOOR @ FRONT STREET
SCALE: 1/2" = 1'-0" 0 1 2 FT
A321
WALL SECTION THRU WINDOW @ FRONT STREET
SCALE: 1/2" = 1'-0" 0 1 2 FT
1/2" ZIP SHEATHING
3-5/8" METAL STUD FRAMING
@ 16" O.C.
STUD MOUNTED
DIMENSIONAL LETTERS
2" RIGID NSULATION
ALUMINUM STOREFRONT
DOOR FRAME
ALUMINUM DRIP EDGE
SINGLE PLY MEMBRANE
ROOFING, WRAP OVER
PARAPET
1/2" ZIP SHEATHING
3 5/8" METAL STUD
FRAMING @ 16" O.C.
3/4" PVC SHEET W/ M1 TRIM, TYP.
2" RIGID NSULATION
ALUMINUM DRIP EDGESINGLE PLY MEMBRANE
ROOFING, WRAP OVER
PARAPET
1/2" ZIP SHEATHING
3-5/8" METAL STUD FRAMING
@ 16" O.C.
PVC SHEET W/ M1 TRIM, TYP.
2" RIGID NSULATION
ALUMINUM STOREFRONT
WINDOW FRAME
ALUMINUM DRIP EDGE
SINGLE PLY MEMBRANE ROOFING,
WRAP OVER PARAPET
OVERHEAD DOOR WITH
LIFT CLEARANCE TRACK
NEW 1 1/2" 20 GAUGE DECK
WITH 2" LIGHT WEIGHT
CONCRETE TOPPING
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
BASEMENT
1st FLOOR
'-6
TRUSS BRG.
'-0
'-4
T / PARAPET
3 1/2" TRIM BOARD
W/ 1/2" PAD OUT, TYP.
NEW METAL ROOF DECK NEW METAL ROOF DECK NEW METAL ROOF DECK
1/2" COVERBOARD
1/2" COVERBOARD 1/2" COVERBOARD
4' -0
8"4"
CAULK AROUND PERIMETER
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
2x BLOCKING 2x6 FRAMING
NEW CONCRETE SLAB-ON-GRADE
NEW 1 1/2" 20 GAUGE DECK
WITH 2" LIGHT WEIGHT
CONCRETE TOPPING
NEW 1 1/2" 20 GAUGE DECK
WITH 2" LIGHT WEIGHT
CONCRETE TOPPING
NEW CONCRETE
SLAB-ON-GRADE
A030
NEW ROOF TRUSS,
SEE STRUCTURAL
NEW ROOF TRUSS,
SEE STRUCTURAL
NEW ROOF TRUSS,
SEE STRUCTURAL
KICKER FRAMING,
SEE STRUCTURAL
KICKER FRAMING,
SEE STRUCTURAL
KICKER FRAMING, SEE STRUCTURAL
1' -6
/4
1'
-8
/4
1' -8
/4
6'
-9
/4
8' -2
/2
1' -7
/4
1'
-8
/4
1' -8
/4
3'
-9
/4
8' -1
/2
GENERAL NOTES FOR THIS SHEET
1. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.
NEW TAPERED RIGID INSULATION,
SLOPE FROM MIN. R-20 AT ALLEY
TO WEST FRONT STREET PARAPET
SPRAY FOAM INSULATION
FOR CONTINUOUS THERMAL
ENVELOPE
ALUMINUM FRAME TRIM
PRESSURE TREATED BLOCKING
1/2" SHEATHING
PRESSURE TREATED BLOCKING
3-1/2" TRIM ON UNDERSID
OF OVERHANG. BUTT
DENTIL TRIM M5 TO TRIM.
6" OUTRIGGER PROJECTION
4" OUTRIGGER PROJECTION
2 1/2" PAD OUT FRAMING
1" PAD OUT FRAMING
PRESSURE TREATED WOOD
FURRING, TYP.
M4 CORBEL TRIM, TYP.
3 1/2" TRIM BOARD
W/ 1/2" PAD OUT, TYP.
3/4" PVC SHEET W/ M1 TRIM, TYP.
PVC SHEET SOFFIT W/
BATTEN STRIPS AT JOINTS
PVC TRIM ON UNDERSIDE
3 1/2" TRIM BOARD
W/ 1/2" PAD OUT, TYP.
EXTEND PVC TO GRADE
WINDOW STEEL MOLDING M3
3-1/2" TRIM ON UNDERSID
OF OVERHANG. BUTT
DENTIL TRIM M5 TO TRIM.
5/8" OSB SHEATHING
W/ VAPOR BARRIER
5/8" OSB SHEATHING
W/ VAPOR BARRIER
5/8" OSB SHEATHING
W/ VAPOR BARRIER
2x10 BLOCKING FOR
FUTURE ALUMINUM/
FABRIC CANOPY
2x10 BLOCKING FOR
FUTURE ALUMINUM/
FABRIC CANOPY
1/2" OSB SHEATHING
D at e / T im e
Fi le
N am e
541 PHILADELPHIA ST.
INDIANA, PA 15701
PHONE (724)349-3601
911 MENOHER BLVD.
JOHNSTOWN, PA 15905
PHONE (814)539-0224
05/05/26
© 2025 UpStreet Architects, Inc.
245014
PH
A
SE
W
ES
T
FR
O N
T
ST
R
EE
T, BE
RW
IC
K, P
A
C O
B
LE
N
TZ
C O
R N
ER
/2 1/
/2
8/
/0
4/
WALL SECTIONS
A321
R
EV
IS
IO
N S
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N O
F R
EV
IS
IO
N
BY sh N o C ha ng e sh N o C ha ng e rc p
Ad de nd um
R ev is io ns
3 3 3
3 3 3
3 3
1' -6
/4
1'
-8
/4
1' -8
/4
3'
-9
/4
8' -2
/2
1' -6
/4
1'
-8
/4
1' -8
/4
8'
-2
/2
6' -9
/4
SPRAY FOAM INSULATION
FOR CONTINUOUS THERMAL
ENVELOPE
SPRAY FOAM INSULATION
FOR CONTINUOUS THERMAL
ENVELOPE
A322
S. MARKET STREET WALL SECTION @ LOWER PARAPET
SCALE: 1/2" = 1'-0" 0 1 2 FT
A322
S. MARKET STREET WALL SECTION @ NEW CMU
SCALE: 1/2" = 1'-0" 0 1 2 FT
1/2" ZIP-SHEATHING, TYP.
3 5/8" METAL HAT CHANNEL @ 16" O.C.
PVC SHEET, TYP.
A322
S. MARKET STREET WALL SECTION @ UPPER PARAPET
SCALE: 1/2" = 1'-0" 0 1 2 FT
1/2" ZIP-SHEATHING, TYP.
3 5/8" METAL STUD @ 16" O.C.
PVC PANEL, TYP.
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
'-4
T / PARAPET
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
NEW 1 1/2" 20 GAUGE DECK
WITH 2" LIGHT WEIGHT
CONCRETE TOPPING
NEW 1 1/2" 20 GAUGE DECK
WITH 2" LIGHT WEIGHT
CONCRETE TOPPING
1" SHEATHING PAD OUT
NEW 8" CMU
2" RIGID INSULATION2" RIGID INSULATION
1" SHEATHING PAD OUT
NEW 1 1/2" 20 GAUGE DECK
WITH 2" LIGHT WEIGHT
CONCRETE TOPPING
1/2" ZIP-SHEATHING, TYP.
PVC SHEET, TYP.
2" RIGID INSULATION
3 1/2" TRIM BOARD W/ 1/2" PAD OUT, TYP.
NEW STEEL BEAM, SEE
STRUCTURAL DRAWINGS
EXISTING STEEL BEAM
NEW STEEL BEAM REINFORCEMENT,
SEE STRUCTURAL DRAWINGS
NEW STEEL BEAM, SEE
STRUCTURAL DRAWINGS
WATER RESISTIVE BARRIER
MEMBRANE TO OVERLAP
FLASHINGS AND SCREEDS
DRAINAGE MAT (3/16" min.)
LATH, MORTAR SCRATCH COAT,
& MORTAR SETTING BED
ADHERED CONCRETE
MASONRY VENEER
WATER RESISTIVE BARRIER
MEMBRANE TO OVERLAP
FLASHINGS AND SCREEDS
DRAINAGE MAT (3/16" min.)
LATH, MORTAR SCRATCH COAT,
& MORTAR SETTING BED
ADHERED CONCRETE
MASONRY VENEER
WATER RESISTIVE BARRIER
MEMBRANE TO OVERLAP
FLASHINGS AND SCREEDS
DRAINAGE MAT (3/16" min.)
LATH, MORTAR SCRATCH COAT,
& MORTAR SETTING BED
ADHERED CONCRETE
MASONRY VENEER
WEEP SCREED w/ 3 1/2" min.
VERTICAL FLANGE
ZIP-SYSTEM LIQUID FLASH @
SHEATHING TO MASONRY TRANSITION
ZIP-SYSTEM LIQUID FLASH @
SHEATHING TO MASONRY TRANSITION
WEEP SCREED w/ 3 1/2" min.
VERTICAL FLANGE WEEP SCREED w/ 3 1/2" min.
VERTICAL FLANGE
EXISTING STEEL BEAM
NEW STEEL BEAM REINFORCEMENT,
SEE STRUCTURAL DRAWINGS
EXISTING STEEL BEAM
NEW STEEL BEAM REINFORCEMENT,
SEE STRUCTURAL DRAWINGS
KICKER FRAMING,
SEE STRUCTURAL
NEW MASONRY WALL. SEE STRUCTURAL
EXISTING MASONRY WALLEXISTING MASONRY WALLEXISTING MASONRY WALL
EXISTING STEEL BEAMS EXISTING STEEL BEAMS EXISTING STEEL BEAMS
NEW ROOF TRUSS,
SEE STRUCTURAL
NEW ROOF TRUSS,
SEE STRUCTURAL
NEW ROOF TRUSS,
SEE STRUCTURAL
NEW TAPERED
ROOF INSULATION
NEW ROOF DECK
KICKER FRAMING,
SEE STRUCTURAL
NEW TAPERED
ROOF INSULATION
NEW ROOF DECK
KICKER FRAMING,
SEE STRUCTURAL
NEW TAPERED
ROOF INSULATION
NEW ROOF DECK
GENERAL NOTES FOR THIS SHEET
1. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.
PARGE COATING BELOW VENEER PARGE COATING BELOW VENEER
PARGE COATING BELOW VENEER
PVC RETURN AT UNDERSIDE
3-1/2" TRIM ON UNDERSID
OF OVERHANG. BUTT
DENTIL TRIM M5 TO TRIM.
3-1/2" TRIM ON UNDERSID
OF OVERHANG. BUTT
DENTIL TRIM M5 TO TRIM.
3-1/2" TRIM ON UNDERSID
OF OVERHANG. BUTT
DENTIL TRIM M5 TO TRIM.
5/8" OSB SHEATHING
W/ VAPOR BARRIER
5/8" OSB SHEATHING
W/ VAPOR BARRIER
5/8" OSB SHEATHING
W/ VAPOR BARRIER
SPRAY FOAM INSULATION
FOR CONTINUOUS THERMAL
ENVELOPE
2x10 BLOCKING FOR FUTURE
ALUMINUM/FABRIC CANOPY
D at e / T im e
Fi le
N am e
541 PHILADELPHIA ST.
INDIANA, PA 15701
PHONE (724)349-3601
911 MENOHER BLVD.
JOHNSTOWN, PA 15905
PHONE (814)539-0224
05/05/26
© 2025 UpStreet Architects, Inc.
245014
PH
A
SE
W
ES
T
FR
O N
T
ST
R
EE
T, BE
RW
IC
K, P
A
C O
B
LE
N
TZ
C O
R N
ER
/2 1/
/2
8/
/0
4/
WALL SECTIONS
A322
R
EV
IS
IO
N S
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N O
F R
EV
IS
IO
N
BY sh N o C ha ng e sh N o C ha ng e rc p
Ad de nd um
R ev is io ns
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
A323
WALL SECTION @ADJACENT BUILDING
SCALE: 1/2" = 1'-0" 0 1 2 FT
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
A323
ALLEY WALL SECTION
SCALE: 1/2" = 1'-0" 0 1 2 FT
NEW ROOF TRUSS,
SEE STRUCTURAL
EXISTING MASONRY
WALL TO REMAIN
NEW METAL
ROOF DECK
TAPERED ROOF
INSULATION
NEW CONCRETE SLAB
ON COMPOSITE METAL
DECK, SEE STRUCTURAL
EXISTING BEAM TO REMAIN
NEW ROOF TRUSS,
SEE STRUCTURAL
EXISTING MASONRY
WALL TO REMAIN
NEW 8" ALUMINUM
BOX GUTTER
NEW CONCRETE SLAB
ON COMPOSITE METAL
DECK, SEE STRUCTURAL
EXISTING BEAM TO REMAIN
GENERAL NOTES FOR THIS SHEET
1. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.
ROOF MANUFACTURERS
ALUMINUM DRIP EDGE
TERMINATION DETAIL
MEMBRANE
ROOF
TAPERED RIGID
ROOF INSULATION
FLASH NEW ROOFING
TO ADJACENT BUILDING
W/ TERMINATION BAR
1/2" COVERBOARD
PATCH AND PAINT
NEW 2x8 PRESSURE
TREATED BLOCKING
NEW 2x PRESSURE
TREATED BLOCKING
MEMBRANE ROOF
RIGID INSULATION
MIN. R-20 AT LOWEST
EDGE
5/8" OSB SHEATHING
W/ VAPOR BARRIER
5/8" OSB SHEATHING
W/ VAPOR BARRIER
D at e / T im e
Fi le
N am e
541 PHILADELPHIA ST.
INDIANA, PA 15701
PHONE (724)349-3601
911 MENOHER BLVD.
JOHNSTOWN, PA 15905
PHONE (814)539-0224
05/05/26
© 2025 UpStreet Architects, Inc.
245014
PH
A
SE
W
ES
T
FR
O N
T
ST
R
EE
T, BE
RW
IC
K, P
A
C O
B
LE
N
TZ
C O
R N
ER
/2 1/
/2
8/
/0
4/
WALL SECTIONS
A323
R
EV
IS
IO
N S
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N O
F R
EV
IS
IO
N
BY sh N o C ha ng e sh N o C ha ng e rc p
Ad de nd um
R ev is io ns
ADJACENT BUILDING
DS
KO
KO
N O
RT
H 1
A401
ROOF PLAN
SCALE: 1/4" = 1'-0" 0 4 8 FT
SLOPE
SLOPE
1. SEE GENERAL ROOF PLAN NOTES ON A001.
2. (DS) INDICATES DOWNSPOUT LOCATIONS.
3. (KO) INDICATES KICK-OUT FLASHING LOCATIONS.
4. MEMBRANE ROOF DESIGN & SLOPES TO BE
VERIFIED BY ROOFING MANUFACTURER. SLOPE
TO BE 1/4":12 min. ROOFER MUST BE CERTIFIED BY
THE ROOFING MANUFACTURER. MANUFACTURER
MUST PROVIDE INSPECTION REPORT FOR
WARRANTY VERIFICATION.
5. INSTALL 36" WIDE REINFORCED PVC WALKING
PADS FOR A 100' WALKING PATH TO BE
DETERMINED IN THE FIELD.
6. CRICKETS ARE CREATED WITH TAPERED
INSULATION TO SLOPE TO DRAIN. ALL ROOF
SURFACES TO SLOPE 1/4" PER FOOT MIN.
7. FLASH PLUMBING VENTS. SEE PLUMBING
DRAWINGS & DETAIL 3/A601.
8. ROOFER IS RESPONSIBLE TO COORDINATE WITH
G.C. AND MECHANICAL SUBCONTRACTOR TO
DETERMINE ALL FIELD PENETRATIONS AND
CURBS REQUIRED.
9. INSTALL NEW METAL ROOF JOISTS. SEE
STRUCTURAL DRAWINGS.
10. WRAP ROOFING OVER PARAPET WALL AND UNDER
COPING OR DRIP EDGE.
GENERAL NOTES FOR THIS SHEET
SLOPE
SLOPE
P2
SLOPE
WALLS BELOW
WALLS BELOW
A321
A321
A321
A322
A323
A322
A322
P1
P1P2
NEW INSULATION AND MEMBRANE ROOFING SYSTEM
ON NEW METAL ROOF DECK .
WRAP ROOFING MEMBRANE OVER PARPAPET.2
NOT USED.3
WRAP NEW MEMBRANE ROOF TO TOP OF PARAPET AND
FLASH TO ADJACENT BUILDING. SEE DETAIL 1/A602.
NOT USED.6
PROVIDE CRICKET AROUND ROOF HATCH AND
CHIMNEY.
ROOF HATCH. SEE DETAIL 7/A601. INSTALL PER
MANUFACTURER'S DETAILS.
NEW ALUMINUM CHIMNEY CAP. SEE DETAIL 2/A601.
NUMBERED NOTES FOR THIS SHEET
EXISTING CHIMNEY TO BE REPAIRED/REPOINTED.
NEW ALUMINUM GUTTER AND DOWNSPOUTS. SEE
DETAIL 3/A601.
CORNICE TYPES:
HIGH PARAPET, SEE WALL SECTION.P1
LOW PARAPET, SEE WALL SECTION.P2
A323
A301
A301
D at e / T im e
Fi le
N am e
541 PHILADELPHIA ST.
INDIANA, PA 15701
PHONE (724)349-3601
911 MENOHER BLVD.
JOHNSTOWN, PA 15905
PHONE (814)539-0224
05/05/26
© 2025 UpStreet Architects, Inc.
245014
PH
A
SE
W
ES
T
FR
O N
T
ST
R
EE
T, BE
RW
IC
K, P
A
C O
B
LE
N
TZ
C O
R N
ER
/2 1/
/2
8/
/0
4/
ROOF PLAN
A401
R
EV
IS
IO
N S
R
EV
D
AT
E D
ES
C
R
IP
TI
O
N O
F R
EV
IS
IO
N
BY sh N o C ha ng e sh N o C ha ng e sh Ad de nd um
R ev is io
| 03 D401 Demo Roof Plan |
| 05 A001 General Notes |
| 05 A002 Site Plan |
| 05 A010 Door Schedule |
| 05 A030 Window Schedule-Detls |
| 05 A201 Elevations |
| 05 A202 Elevations |
| 05 A321 Wall Sections |
| 05 A322 Wall Sections |
| 05 A323 Wall Sections |
| 05 A401 Roof Plan |
File details come from the government source that posted it. Updated .