2-Coblentz Corner Bidding Drawings 08-18-26.pdf
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- Attached to
- Coblentz Corner Phase 1 Project
- Solicitation number
- Not on record
- Issued by
- Clearfield County, Pennsylvania
About this file
This document set consists of bidding drawings for the Coblentz Corner Phase 1 Project in Berwick, Pennsylvania, prepared by UpStreet Architects, Inc. for Community Strategies Group. The project encompasses structural stabilization, exterior envelope repairs, and related improvements to a historic building located at 100 West Front Street, Berwick, PA 18603. The work includes comprehensive demolition of existing structural elements, replacement of floor systems and roof assemblies, installation of new exterior walls with metal stud framing and masonry veneer, new roofing systems with tapered insulation, replacement of windows and doors, and interior floor reconstruction. The sealed bid submission deadline is Tuesday, September 15, 2026, at 1:00 PM through the PennBid website, with a non-mandatory pre-bid conference scheduled for Wednesday, August 26, 2026, at 10:30 AM at the project site. All questions must be submitted through PennBid by 5:00 PM on Tuesday, September 8, 2026. The total building area is approximately 9,025 square feet, comprising a basement floor of 4,435 gross square feet and a first floor of 4,590 gross square feet.
The project is subject to Pennsylvania State Prevailing Wage Rate requirements, Build America Buy America Act (BABA) compliance, and federal MBE/WBE/Section 3 requirements under 24 CFR Part 75, as well as the Pennsylvania Office of the Budget Domestic Steel Products Procurement Act. A bid bond equal to ten percent (10%) of the proposed contract sum is required, with payment and performance bonds each required at one hundred percent (100%) of the contract sum from the successful bidder. The work is funded through RACP (Redevelopment Assistance Capital Program) requirements and represents a single prime general contract opportunity. The owner, Community Strategies Group, reserves the right to accept or reject any or all bids, or any portion thereof, and to award the contract in their best interest. Electronic copies of bid documents are available at no cost through the PennBid website.
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N
SITE LOCATION MAP Berwick, PA
SITE LOCATION
DRAWING INDEX
NO. TITLE DATE NO. TITLE DATE
T001 TITLE SHEET ARCHITECTURAL DRAWINGS
A001 GENERAL ARCHITECTURAL NOTES
DEMOLITION DRAWINGS A002 SITE PLAN
D100 DEMOLITION BASEMENT FLOOR PLAN A010 DOOR NOTES & SCHEDULE
D101 DEMOLITION FIRST FLOOR PLAN A030 WINDOW NOTES & SCHEDULE
D201 DEMOLITION ELEVATIONS A100 BASEMENT FLOOR PLAN
D202 DEMOLITION ELEVATIONS A101 FIRST FLOOR PLAN
D321 DEMOLITION WALL SECTIONS A201 ELEVATIONS
D322 DEMOLITION WALL SECTIONS A202 ELEVATIONS
D323 DEMOLITION WALL SECTIONS A301 BUILDING SECTIONS
D401 DEMOLITION ROOF PLAN A321 WALL SECTIONS
A322 WALL SECTIONS
A323 WALL SECTIONS
STRUCTURAL DRAWINGS A401 ROOF PLAN
S001 GENERAL STRUCTURAL NOTES A601 DETAILS
S002 GENERAL STRUCTURAL NOTES
S003 STRUCTURAL DESIGN CRITERIA AND SPECIAL INSPECTIONS
S004 SNOW DRIFT LOADING PLAN
S100D FOUNDATION DEMOLITION PLAN
S101D FIRST FLOOR DEMOLITION PLAN
S102D ROOF DEMOLITION PLAN
S100 FOUNDATION PLAN
S101 FIRST FLOOR FRAMING PLAN
S102 ROOF FRAMING PLAN
S300 TYPICAL CONCRETE FOUNDATION DETAILS
S301 TYPICAL CONCRETE FOUNDATION DETAILS
S302 FOUNDATION SECTIONS
S400 TYPICAL MASONRY FRAMING DETAILS
S500 TYPICAL STEEL FRAMING DETAILS
S501 TYPICAL STEEL FRAMING DETAILS
S502 FRAMING SECTIONS
S503 FRAMING SECTIONS
S504 FRAMING SECTIONS
DRAWING SYMBOLS
WALL TYPE TAG
WINDOW REFERENCE TAG
1ST FLOOR
DOOR REFERENCE TAG
ELEVATION MARKER
ROOM NAME ROOM NAME
ROOM NUMBER REFERENCE
A601
A201
A301
DETAIL REFERENCE TAG
BUILDING ELEVATION REFERENCE
BUILDING SECTION REFERENCE
A7014
INTERIOR ELEVATION REFERENCE
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
NEW STUD WALL - FULL HEIGHT
NEW MASONRY WALL
NEW MASONRY WALL w/ BRICK VENEER
NEW STUD WALL w/ BRICK VENEER
EXISTING DOOR TO REMAIN
EXISTING DOOR TO BE REMOVED
NEW DOOR
A
FE FIRE EXTINGUISHER
FE FIRE EXTINGUISHER IN CABINET
ACCESSIBLE CLEAR FLOOR SPACE SYMBOL
ACCESSIBLE TURNING SPACE SYMBOL
SIGN REFERENCE TAG
NEW INSULATED CONCRETE FORM WALL
NOTE: NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT
1 NUMBERED NOTE REFERENCE TAG
A SIDING OR EXTERIOR FINISH REFERENCE TAG
PHOTO REFERENCE TAG,
ARROW INDICATES DIRECTION OF PHOTO
1.1
NEW CONCRETE WALL
WORK POINT REFERENCE TAG
WPx
W4
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D at e / T im e
Fi le
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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
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COBLENTZ
CORNER
PHASE 1
100 West Front Street Berwick, PA 18603
ARCHITECTURAL ABBREVIATIONS
AFF Above Finished Floor EW Each Way M Men's Rest Room AFG Above Finished Grade ELEV Elevation MTD Mounted ASC Above Suspended Ceiling ELEC Electric NEC National Electric Code ACT Acoustic Ceiling Tile EC Electrical Contractor NFPA National Fire Protection ABS Acrylontrile Butadiene EQ Equal Association
Styrene EQUIP Equipment N North AC Air Conditioning EIFS Exterior Insulation N/A Not Applicable ALUM Aluminum & Finish System NIC Not in Contract ADA Americans with EXIST Existing NTS Not to Scale
Disabilities Act EXT Exterior (#) NO Number ADAAG Americans with Disabilities EXH Exhaust OCC Occupant(s)
Act Accessibility Guidelines EJ Expansion Joint OC On Center ANSI American National FHAA Fair Housing OSB Oriented Strand Board
Standards Institute Amendments Act OD Outside Diameter ASTM American Society for FRP Fiberglass Reinforced PL Plate
Testing and Materials Panel PC Plumbing Contractor AWG American Wire Gage FIN Finished PLYWD Plywood AMP Ampere FFE Finished Floor Elevation PVC Polyvinyl Chloride APT Apartment FE Fire Extinguisher PR Powder Room APPROX Approximate FEC Fire Extinguisher Cabinet PREFAB Prefabricated AR Area of Refuge FL Floor PUC Public Utility Commission ACM Asbestos Containing FD Floor Drain RWC Rain Water Conductor
Materials (') FT Foot RECP Receptacle AVE Avenue FURN Furnace RCP Reflected Ceiling Plan AVG Average GA Gage or Gauge REF Refrigerator BSMT Basement GALV Galvanized REINF Reinforce BM Beam GC General Contractor REQD Required BRG Bearing GFI Ground Fault Interrupted RR Rest Room BR Bedroom GYP BD Gypsum Board R/W Right of Way BLKG Blocking HC Handicapped RD Roof Drain BD Board HDR Header RM Room BOT Bottom H/V Hearing & Vision Impaired RO Rough Opening B/ Bottom of ___ HT Height SCH Schedule BTU British Thermal Unit HVAC Heating, Ventilating SH Shelves BLDG Building and Air Conditioning SIM Similar BOCA Building Officials & HORIZ Horizontal STC Sound Transmission Class
Code Administrators HB Hose Bib SPEC Specification CB Catch Basin HW Hot Water SQ Square CLG Ceiling IIC Impact Insulation Class SF Square Feet CIR BKR Circuit Breaker ICF Insulated Conrete Form STL Steel CO Clean Out ICC International Code Council STR Structural CLR Clear IBC International Building Code THK Thickness CL Closet IEBC International Existing T&G Tongue & Groove CW Cold Water Building Code TBS To Be Selected COL Column IRC International Residential T/ Top of ___ COMP Computer Code TYP Typical CONC Concrete (") IN Inch UL Underwriters Laboratory CMU Concrete Masonry Unit INFO Information UNFIN Unfinished CJ Control Joint ID Inside Diameter USPS United States Postal Service CRS Course INT Interior UFAS Uniform Accessibility CABO Council of American INV Invert Standards
Building Officials JC Janitor's Closet UCC Uniform Construction Code CU FT Cubic Feet JT Joint UNO Unless Noted Otherwise CU IN Cubic Inch KIT Kitchen VTR Vent Through Roof CU YD Cubic Yard L&I Labor and Industry VIF Verify In Field DEMO Demolition LAV Lavatory VERT Vertical DEPT Department LC Linen Closet W Washer (Ø) DIA Diameter MAINT Maintenence WC Water Closet DIM Dimension MH Manhole WH Water Heater DW Dishwasher MFR Manufacturer WWF Welded Wire Fabric DBL Double MO Masonry Opening WDW Window DN Down MATL Material W/ With DS Down Spout MAX Maximum W Women's Rest Room DWG Drawing MIN Minimum WD Wood D Dryer MECH Mechanical WP Working Point EA Each MC Mechanical Contractor YD Yard
OWNER:
Community Strategies Group 160 W. 6th Street, Suite 105 Bloomsburg, PA 17815
(570) 912-5781
ARCHITECT:
UpStreet Architects, Inc.
911 Menoher Blvd.
Johnstown, PA 15905
(814) 539-0224 Architect in Charge: Karen L. Welsh, R.A.
STRUCTURAL CONSULTANT:
KSG Engineers 711 Davis Street Scranton, PA
(570) 569-2199 x2
CODE OFFICIAL:
Borough of Berwick 1800 North Market Street Berwick, PA 18603
(570) 752-2723
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TITLE SHEET
T001
UP
ADJACENT BUILDING
PROVIDE A NEW ROUGH OPENING IN THE EXISTING
MASONRY WALL. PREPARE FOR INSTALLATION OF NEW
LINTEL, SEE STRUCTURAL.
D1
EXISTING INTERIOR DOOR AND FRAME TO BE
REMOVED, TYP.
D2
PORTION OF EXISTING MASONRY WALLS TO BE
REMOVED.
D3
REMOVE AND DISPOSE OF EXISTING METAL STAIRS
AND HANDRAIL.
D4
REMOVE EXISTING STEEL COLUMNS. SEE STRUCTURAL
DRAWINGS.
D5
REMOVE 7" HIGH CONCRETE STEP.D6
REMOVE EXISTING DRAIN.D7
INFILL TEST PITS TO BE FLUSH WITH ADJACENT
SURFACE. SEE STRUCTURAL DRAWINGS.
D8
REMOVE ALUMINUM STORFRONT SYSTEM AT STAIR. D9
REMOVE ALUMINUM WINDOWS AND FRAMES. PREP
FOR NEW ALUMINUM WINDOWS AND FRAMES.
DEMOLITION NUMBERED NOTES
D10
EXISTING 4-1/2" DIA. STEEL COLUMNS TO REMAIN.D11
8" DEEP PIT FOR LIFT, SEE STRUCTURAL.D12
NOTE: NOT ALL NOTES MAY APPLY TO THIS SHEET
REMOVE AND DISPOSE OF CANOPY FRAMING.D13
REMOVE EXISTING DOOR AND FRAME. PREPARE
ROUGH OPENING FOR INSTALLATION OF NEW
WINDOWS.
D14
REMOVE EXISTING ALUMINUM STOREFRONT SYSTEM.D15
DEMOLISH MASONRY LEDGE.D16
REMOVE EXISTING DOOR AND FRAME.D17
REMOVE EXISTING DOOR AND FRAME. PREPARE
ROUGH OPENING FOR INSTALLATION OF NEW DOOR.
D18
REMOVE EXISTING METAL COMPOSITE FLOOR
DECKING. SEE STRUCTURAL DRAWINGS.
D19
REMOVE EXISTING CONCRETE ON EXTERIOR SIDE OF
BUILDING ENTRIES.D20
D1D1
D2
D2D2
D2
D2D2
D4
D2
NORTH
D100
DEMOLITION BASEMENT FLOOR PLAN
SCALE: 1/4" = 1'-0" 0 2 4 FT
D6
UP
UP
D7
D8
D8
D8
D8
D9
STAIR 'A'
STAIR 'B'
STAIR 'C'
GENERAL DEMOLITION NOTES
GENERAL:
ALL DEMOLITION WORK IS TO BE COORDINATED BY
THE GENERAL CONTRACTOR.
1.
DURING CONSTRUCTION, CONTRACTORS SHALL TAKE
EXTREME CARE TO PROTECT EXISTING ELEMENTS TO
REMAIN.
2.
REMOVAL OF BUILDING MATERIAL AND DEMOLITION
TO BE PERFORMED IN A CRAFTSMAN LIKE MANNER
BY ALL TRADES INVOLVED DURING COURSE OF
CONSTRUCTION.
3.
PROVIDE TEMPORARY PROTECTION FOR EXTERIOR
OPENINGS TO PREVENT MOISTURE ENTRY AND FOR
SECURITY.
4.
PROVIDE ALL NECESSARY SAFETY MEASURES AND
SECURITY BARRIERS PER APPLICABLE REGULATIONS.
5.
REMOVE ALL LOOSE DEBRIS, FURNITURE,
APPLIANCES AND MISCELLANEOUS ITEMS NOT
REMOVED BY THE OWNER, UNLESS NOTED
OTHERWISE.
6.
REMOVE ALL EXISTING FINISHES, UNLESS NOTED
OTHERWISE.
7.
ALL WALLS AND FEATURES INDICATED TO BE
REMOVED, SHALL BE COMPLETELY REMOVED TO
FLOOR, UNLESS NOTED OTHERWISE. GRIND
CONCRETE FLOORS AFTER REMOVAL OF WALLS AND
FEATURES TO PROVIDE LEVEL SURFACE FOR NEW
FLOOR FINISHES.
8.
SCRAPE CLEAN ALL PARTS OF METAL STAIRS AND
RAILINGS THAT ARE TO REMAIN.
9.
ALL FLOORS TO BE BROOM CLEANED AFTER
DEMOLITION WORK IS COMPLETED.
10.
DASHED WALLS, FLOORS, DOORS, AND FIXTURES
INDICATE ITEMS TO BE REMOVED, TYPICAL.
11.
D10
D10
D11
TYP.
D12
STRUCTURAL:
THE CONTRACTOR SHALL EVALUATE ALL EXISTING
STRUCTURAL BEARING CONDITIONS OF ALL WALLS,
FLOORS AND CEILINGS, THEN INFORM THE
ARCHITECT IF THERE IS A CONFLICT WITH THE NEW
CONSTRUCTION OR DIFFERING CONDITIONS BEFORE
COMMENCING WITH THE DEMOLITION OF THE
STRUCTURE.
1.
THE CONTRACTOR SHALL INSPECT ALL EXISTING
STRUCTURAL MEMBERS FOR DAMAGE OR
DETERIORATION. ALL QUESTIONABLE MATERIALS
SHALL BE REPORTED TO THE ARCHITECT.
2.
ALL NEW AND MODIFIED EXISTING ROUGH OPENINGS
WILL REQUIRE HEADERS / LINTELS.
3.
D201
D202
D201
A301
A301
A301
A301
D321
D321
D321
D322
D323
D323
D322
D322
8'-6" 3'-0"25'-5" 5'-0 3/4"
5'-7 3/4"
5' -2
1'
-5
/4
5'-8"
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 E
S T
FR
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T, B
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C O
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DEMOLITION
BASEMENT
FLOOR PLAN
D100
P R
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DN
DN
NORTH
D101
DEMOLITION FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0" 0 2 4 FT
STAIR 'A'
STAIR 'B'
STAIR 'C'
D3
STRUCTURAL:
THE CONTRACTOR SHALL EVALUATE ALL EXISTING
STRUCTURAL BEARING CONDITIONS OF ALL WALLS,
FLOORS AND CEILINGS, THEN INFORM THE
ARCHITECT IF THERE IS A CONFLICT WITH THE NEW
CONSTRUCTION OR DIFFERING CONDITIONS BEFORE
COMMENCING WITH THE DEMOLITION OF THE
STRUCTURE.
1.
THE CONTRACTOR SHALL INSPECT ALL EXISTING
STRUCTURAL MEMBERS FOR DAMAGE OR
DETERIORATION. ALL QUESTIONABLE MATERIALS
SHALL BE REPORTED TO THE ARCHITECT.
2.
ALL NEW AND MODIFIED EXISTING ROUGH OPENINGS
WILL REQUIRE HEADERS / LINTELS.
3.
D5
PROVIDE A NEW ROUGH OPENING IN THE EXISTING
MASONRY WALL. PREPARE FOR INSTALLATION OF NEW
LINTEL, SEE STRUCTURAL.
D1
EXISTING INTERIOR DOOR AND FRAME TO BE
REMOVED, TYP.
D2
PORTION OF EXISTING MASONRY WALLS TO BE
REMOVED.
D3
REMOVE AND DISPOSE OF EXISTING METAL STAIRS
AND HANDRAIL.
D4
REMOVE EXISTING STEEL COLUMNS. SEE STRUCTURAL
DRAWINGS.
D5
REMOVE 7" HIGH CONCRETE STEP.D6
REMOVE EXISTING DRAIN.D7
INFILL TEST PITS TO BE FLUSH WITH ADJACENT
SURFACE. SEE STRUCTURAL DRAWINGS.
D8
REMOVE ALUMINUM STORFRONT SYSTEM AT STAIR. D9
REMOVE ALUMINUM WINDOWS AND FRAMES. PREP
FOR NEW ALUMINUM WINDOWS AND FRAMES.
DEMOLITION NUMBERED NOTES
D10
EXISTING 4-1/2" DIA. STEEL COLUMNS TO REMAIN.D11
8" DEEP PIT FOR LIFT, SEE STRUCTURAL.D12
NOTE: NOT ALL NOTES MAY APPLY TO THIS SHEET
REMOVE AND DISPOSE OF CANOPY FRAMING.D13
REMOVE EXISTING DOOR AND FRAME. PREPARE
ROUGH OPENING FOR INSTALLATION OF NEW
WINDOWS.
D14
REMOVE EXISTING ALUMINUM STOREFRONT SYSTEM.D15
DEMOLISH MASONRY LEDGE.D16
REMOVE EXISTING DOOR AND FRAME.D17
REMOVE EXISTING DOOR AND FRAME. PREPARE
ROUGH OPENING FOR INSTALLATION OF NEW DOOR.
D18
REMOVE EXISTING METAL COMPOSITE FLOOR
DECKING. SEE STRUCTURAL DRAWINGS.
D19
REMOVE EXISTING CONCRETE ON EXTERIOR SIDE OF
BUILDING ENTRIES.D20
D15
D15
D14
D18
D16
D16
D16
D5
GENERAL DEMOLITION NOTES
GENERAL:
ALL DEMOLITION WORK IS TO BE COORDINATED BY
THE GENERAL CONTRACTOR.
1.
DURING CONSTRUCTION, CONTRACTORS SHALL TAKE
EXTREME CARE TO PROTECT EXISTING ELEMENTS TO
REMAIN.
2.
REMOVAL OF BUILDING MATERIAL AND DEMOLITION
TO BE PERFORMED IN A CRAFTSMAN LIKE MANNER
BY ALL TRADES INVOLVED DURING COURSE OF
CONSTRUCTION.
3.
PROVIDE TEMPORARY PROTECTION FOR EXTERIOR
OPENINGS TO PREVENT MOISTURE ENTRY AND FOR
SECURITY.
4.
PROVIDE ALL NECESSARY SAFETY MEASURES AND
SECURITY BARRIERS PER APPLICABLE REGULATIONS.
5.
REMOVE ALL LOOSE DEBRIS, FURNITURE,
APPLIANCES AND MISCELLANEOUS ITEMS NOT
REMOVED BY THE OWNER, UNLESS NOTED
OTHERWISE.
6.
REMOVE ALL EXISTING FINISHES, UNLESS NOTED
OTHERWISE.
7.
ALL WALLS AND FEATURES INDICATED TO BE
REMOVED, SHALL BE COMPLETELY REMOVED TO
FLOOR, UNLESS NOTED OTHERWISE. GRIND
CONCRETE FLOORS AFTER REMOVAL OF WALLS AND
FEATURES TO PROVIDE LEVEL SURFACE FOR NEW
FLOOR FINISHES.
8.
SCRAPE CLEAN ALL PARTS OF METAL STAIRS AND
RAILINGS THAT ARE TO REMAIN.
9.
ALL FLOORS TO BE BROOM CLEANED AFTER
DEMOLITION WORK IS COMPLETED.
10.
DASHED WALLS, FLOORS, DOORS, AND FIXTURES
INDICATE ITEMS TO BE REMOVED, TYPICAL.
11.
D7
D19
D20
D20
D20
D201
D202
D201
A301
A301
A301
A301
D321
D321
D321
D322
D323
D323
D322
D322
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 E
S T
FR
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N T
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T, B
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C O
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DEMOLITION
FIRST FLOOR
PLAN
D101
P R
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D F
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DS
D201
NORTH ELEVATION
SCALE: 1/4" = 1'-0" 0 2 4 FT
D201
SOUTH ELEVATION
SCALE: 1/4" = 1'-0" 0 2 4 FT
BASEMENT
T/ PARAPET
1st FLOOR
'-6
'-4
TRUSS BRG.
'-1
0"
BASEMENT
T/ PARAPET
1st FLOOR
'-6
'-4
TRUSS BRG.
'-1
0"
D1
D1
D2
D321
D321
D321
D323
D301
D301
STRUCTURAL:
THE CONTRACTOR SHALL EVALUATE ALL EXISTING
STRUCTURAL BEARING CONDITIONS OF ALL WALLS,
FLOORS AND CEILINGS, THEN INFORM THE
ARCHITECT IF THERE IS A CONFLICT WITH THE NEW
CONSTRUCTION OR DIFFERING CONDITIONS BEFORE
COMMENCING WITH THE DEMOLITION OF THE
STRUCTURE.
1.
THE CONTRACTOR SHALL INSPECT ALL EXISTING
STRUCTURAL MEMBERS FOR DAMAGE OR
DETERIORATION. ALL QUESTIONABLE MATERIALS
SHALL BE REPORTED TO THE ARCHITECT.
2.
ALL NEW AND MODIFIED EXISTING ROUGH OPENINGS
WILL REQUIRE HEADERS / LINTELS.
3.
GENERAL ELEVATION DEMOLITION NOTES
GENERAL:
ALL DEMOLITION WORK IS TO BE COORDINATED BY
THE GENERAL CONTRACTOR. REFER TO
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR
DESIGN INTENT.
1.
DURING CONSTRUCTION, CONTRACTORS SHALL TAKE
EXTREME CARE TO PROTECT EXISTING ELEMENTS TO
REMAIN.
2.
REMOVAL OF BUILDING MATERIAL AND DEMOLITION
TO BE PERFORMED IN A CRAFTSMAN LIKE MANNER
BY ALL TRADES INVOLVED DURING COURSE OF
CONSTRUCTION.
3.
PROVIDE TEMPORARY PROTECTION FOR EXTERIOR
OPENINGS TO PREVENT MOISTURE ENTRY AND FOR
SECURITY.
4.
PROVIDE ALL NECESSARY SAFETY MEASURES AND
SECURITY BARRIERS PER APPLICABLE REGULATIONS.
5.
REMOVE ALUMINUM STOREFRONT SYSTEM IN ITS
ENTIRETY.
6.
REMOVE ENTIRETY OF FIRST FLOOR STACKED BOND
CMU WALL ALONG S. MARKET STREET ABOVE
FOUNDATION WALL.
7.
D3
D3
REMOVE EXISTING DOOR AND FRAME. PREP FOR NEW
DOOR AND FRAME.
D1
REMOVE EXTERIOR CANOPY.D2
NUMBERED NOTES
NOTE: NOT ALL NOTES MAY APPLY TO THIS SHEET
REMOVE PARAPET AND COPING.D3
REMOVE CMU IN AREA OF DISTURBANCE.D4
REMOVE EXISTING LOUVER.D5
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 E
S T
FR
O
N T
S
TR
E E
T, B
E R
W
IC
K , P
A
C O
B
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N
TZ
C O
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ER
DEMOLITION
ELEVATIONS
D201
P R
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S S
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R
COBLENTZ
D202
WEST ELEVATION
SCALE: 1/4" = 1'-0" 0 2 4 FT
BASEMENT
T/ PARAPET
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
D2
D4
D322
D301
D322
D322
REMOVE EXISTING DOOR AND FRAME. PREP FOR NEW
DOOR AND FRAME.
D1
REMOVE EXTERIOR CANOPY.D2
NUMBERED NOTES
NOTE: NOT ALL NOTES MAY APPLY TO THIS SHEET
REMOVE PARAPET AND COPING.D3
REMOVE CMU IN AREA OF DISTURBANCE.D4
REMOVE EXISTING LOUVER.D5
D5
STRUCTURAL:
THE CONTRACTOR SHALL EVALUATE ALL EXISTING
STRUCTURAL BEARING CONDITIONS OF ALL WALLS,
FLOORS AND CEILINGS, THEN INFORM THE
ARCHITECT IF THERE IS A CONFLICT WITH THE NEW
CONSTRUCTION OR DIFFERING CONDITIONS BEFORE
COMMENCING WITH THE DEMOLITION OF THE
STRUCTURE.
1.
THE CONTRACTOR SHALL INSPECT ALL EXISTING
STRUCTURAL MEMBERS FOR DAMAGE OR
DETERIORATION. ALL QUESTIONABLE MATERIALS
SHALL BE REPORTED TO THE ARCHITECT.
2.
ALL NEW AND MODIFIED EXISTING ROUGH OPENINGS
WILL REQUIRE HEADERS / LINTELS.
3.
GENERAL ELEVATION DEMOLITION NOTES
GENERAL:
ALL DEMOLITION WORK IS TO BE COORDINATED BY
THE GENERAL CONTRACTOR. REFER TO
ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR
DESIGN INTENT.
1.
DURING CONSTRUCTION, CONTRACTORS SHALL TAKE
EXTREME CARE TO PROTECT EXISTING ELEMENTS TO
REMAIN.
2.
REMOVAL OF BUILDING MATERIAL AND DEMOLITION
TO BE PERFORMED IN A CRAFTSMAN LIKE MANNER
BY ALL TRADES INVOLVED DURING COURSE OF
CONSTRUCTION.
3.
PROVIDE TEMPORARY PROTECTION FOR EXTERIOR
OPENINGS TO PREVENT MOISTURE ENTRY AND FOR
SECURITY.
4.
PROVIDE ALL NECESSARY SAFETY MEASURES AND
SECURITY BARRIERS PER APPLICABLE REGULATIONS.
5.
REMOVE ALUMINUM STOREFRONT SYSTEM IN ITS
ENTIRETY.
6.
REMOVE ENTIRETY OF FIRST FLOOR STACKED BOND
CMU WALL ALONG S. MARKET STREET ABOVE
FOUNDATION WALL.
7.
D3
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
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T, B
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C O
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DEMOLITION
ELEVATIONS
D202
P R
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R E
S S
R E
V
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C R
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D321
WALL SECTION THRU GARAGE DOOR
SCALE: 1/2" = 1'-0" 0 1 2 FT
D321
WALL SECTION THRU FRONT DOOR
SCALE: 1/2" = 1'-0" 0 1 2 FT
D321
WALL SECTION THRU WINDOW
SCALE: 1/2" = 1'-0" 0 1 2 FT
REMOVE EXISTING
ALUMINUM STOREFRONT
REMOVE EXIST. 1"
COMPOSITE METAL
DECK WITH 2" NORMAL
WEIGHT TOPPING
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
REMOVE EXISTING
POREX ROOF
REMOVE EXISTING
JOISTS
REMOVE EXISTING
CANOPY
REMOVE EXIST. 1"
COMPOSITE METAL
DECK WITH 2" NORMAL
WEIGHT TOPPING
REMOVE EXIST. 1"
COMPOSITE METAL
DECK WITH 2" NORMAL
WEIGHT TOPPING
REMOVE EXISTING
ALUMINUM STOREFRONT
REMOVE EXISTING
ALUMINUM STOREFRONT
REMOVE EXISTING
CANOPY
REMOVE EXISTING
CANOPY
REMOVE EXISTING
JOISTS
REMOVE EXISTING
JOISTS
REMOVE EXISTING
POREX ROOF
REMOVE EXISTING
POREX ROOF
REMOVE EXISTING
PARAPET
REMOVE EXISTING
PARAPET
REMOVE EXISTING
PARAPET
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
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
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W E
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FR
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N T
S
TR
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T, B
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W
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K , P
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C O
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ER
DEMOLITION
WALL SECTIONS
D321
P R
O G
R E
S S
R E
V
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C R
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D322
S. MARKET STREET WALL SECTION @ LOWER PARAPET
SCALE: 1/2" = 1'-0" 0 1 2 FT
D322
S. MARKET STREET WALL SECTION @ NEW CMU
SCALE: 1/2" = 1'-0" 0 1 2 FT
D322
S. MARKET STREET WALL SECTION @ UPPER PARAPET
SCALE: 1/2" = 1'-0" 0 1 2 FT
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
REMOVE EXISTING
POREX ROOF
REMOVE EXISTING
POREX ROOF
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
REMOVE EXISTING
POREX ROOF
EXISTING BASEMENT LEVEL
CMU TO REMAIN
REMOVE EXISTING CMU
PARAPET
REMOVE EXISTING CMU
PARAPET
REMOVE EXISTING CMU
PARAPET
REMOVE EXISTING
JOISTS
REMOVE EXISTING
JOISTS
REMOVE EXISTING
JOISTS
REMOVE EXIST. 1" NON
COMPOSITE METAL
DECK WITH 2" NORMAL
WEIGHT TOPPING
REMOVE EXIST. 1" NON
COMPOSITE METAL
DECK WITH 2" NORMAL
WEIGHT TOPPING
REMOVE EXIST. 1" NON
COMPOSITE METAL
DECK WITH 2" NORMAL
WEIGHT TOPPING
REMOVE EXISTING
STACKED BOND CMU
REMOVE EXISTING
STACKED BOND CMU
EXISTING BASEMENT LEVEL
CMU TO REMAIN
EXISTING BASEMENT LEVEL
CMU TO REMAIN
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 E
S T
FR
O
N T
S
TR
E E
T, B
E R
W
IC
K , P
A
C O
B
LE
N
TZ
C O
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ER
DEMOLITION
WALL SECTIONS
D322
P R
O G
R E
S S
R E
V
IS
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N
S
D
AT
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C R
IP
TI
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V
IS
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B Y
/0
5/
A D
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D F
O R
B
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/P E
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D323
WALL SECTION THRU ELEVATOR
SCALE: 1/2" = 1'-0" 0 1 2 FT
EXISTING POREX ROOF
D323
ALLEY WALL SECTION
SCALE: 1/2" = 1'-0" 0 1 2 FT
EXISTING MASONRY
WALL TO REMAIN
EXISTING BEAM TO REMAIN
EXISTING MASONRY
WALL TO REMAIN
EXISTING BEAM TO REMAIN
EXISTING SLAB AND DECK
TO BE DEMOLISHED AND
REPLACED. SEE STRUCTURAL
EXISTING SLAB AND DECK
TO BE DEMOLISHED AND
REPLACED. SEE STRUCTURAL
REMOVE EXISTING JOISTS
REMOVE EXISTING JOISTS
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
T / PARAPET
BASEMENT
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
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 E
S T
FR
O
N T
S
TR
E E
T, B
E R
W
IC
K , P
A
C O
B
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N
TZ
C O
R N
ER
P R
O G
R E
S S
R E
V
IS
IO
N
S
D
AT
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E S
C R
IP
TI
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O F
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V
IS
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N
B Y
/0
5/
A D
IS
S
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D F
O R
B
ID
/P E
R M
IT
DEMOLITION
WALL SECTIONS
D323
RTU RTU
DS
1 1
NOT USED
REMOVE EXISTING GUTTERS AND DOWNSPOUTS.
NUMBERED NOTES FOR THIS SHEET
REMOVE EXISTING VENT PIPING.
REMOVE EXISTING ROOF MEMBRANE, FLASHING &
CANT STRIPS. SEE STRUCTURAL DRAWINGS FOR NEW
ROOF CONSTRUCTION.
REMOVE EXISTING COPING AND ADHESIVES.
REMOVE EXISTING PIPING THRU ROOF.
NOTE: NOT ALL NOTES MAY APPLY TO THIS SHEET
NEW OPENING FOR NEW ROOF HATCH. SEE 7/A602.
NOT USED
REMOVE EXISTING ROOF TOP HVAC UNITS AND ALL
DUCTWORK, ELEC., ETC. TO BE REMOVED.
NOT USED10
EXISTING CANOPY FRAMING TO BE REMOVED.11
EXISTING CHIMNEY TO REMAIN. REPOINT/REPAIR
CHIMNEY.
REMOVE EXISTING ROOF PENETRATIONS.13
GENERAL NOTES FOR DEMO PLANS
1. PROVIDE TEMPORARY PROTECTION FOR
EXTERIOR OPENINGS TO PREVENT MOISTURE
ENTRY AND FOR SECURITY.
2. PROVIDE ALL NECESSARY SAFERY MEASRUES
AND SECURITY PER APPLICABLE REGULATIONS.
3. REMOVE EXISTING ROOF MEMBRANE IN ITS
ENTIRETY, INCLUDE UNUSED CURBS,
UNDERLAYMENT, INSULATION, FLASHING,
SEALANT, ROOF VENT EQUIPMENT, AND ROOF
ACCESSORIES.
D321
D321
D321
D322
D323
D322
D322
A301
A301
D323
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 E
S T
FR
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N T
S
TR
E E
T, B
E R
W
IC
K , P
A
C O
B
LE
N
TZ
C O
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ER
DEMOLITION
ROOF PLAN
D401
P R
O G
R E
S S
R E
V
IS
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D
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C R
IP
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O F
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V
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B Y
/0
5/
A D
IS
S
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D F
O R
B
ID
/P E
R
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
245014
05/05/2026
C O
B
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TZ
C O
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W
ES
T
FR
O
N T
ST
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T, BE
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BY
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PR
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GENERAL
STRUCTURAL
NOTES
S001
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SU
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F
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B
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/P
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M
IT
/0
5/
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
245014
05/05/2026
C O
B
LE
N
TZ
C O
R N
ER
W
ES
T
FR
O
N T
ST
R
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T, BE
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W
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K, P
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C
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BY
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LD
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PR
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N G
IN
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© 2025 UpStreet Architects, Inc.
PR
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S
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GENERAL
STRUCTURAL
NOTES
S002
/0
5/
JM
B
IS
SU
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F
O R
B
ID
/P
ER
M
IT
/0
5/
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
245014
05/05/2026
C O
B
LE
N
TZ
C O
R N
ER
W
ES
T
FR
O
N T
ST
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T, BE
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W
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K, P
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C
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BY
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IN
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© 2025 UpStreet Architects, Inc.
PR
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STRUCTURAL
DESIGN
CRITERIA
AND SPECIAL
INSPECTIONS
S003
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F
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B
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M
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/0
5/ 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
245014
05/05/2026
C O
B
LE
N
TZ
C O
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ER
W
ES
T
FR
O
N T
ST
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T, BE
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E0
© 2025 UpStreet Architects, Inc.
PR
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SNOW DRIFT
LOADING
PLAN
S004
/0
5/
JM
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IS
SU
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F
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B
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/P
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M
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/0
5/ 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
245014
05/05/2026
C O
B
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TZ
C O
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W
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© 2025 UpStreet Architects, Inc.
PR
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S
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FOUNDATION
DEMOLITION
PLAN
S100D
/0
5/
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SU
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F
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B
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/P
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M
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/0
5/ 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
245014
05/05/2026
C O
B
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N
TZ
C O
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W
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FR
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E0
© 2025 UpStreet Architects, Inc.
PR
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S
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N S
FIRST FLOOR
DEMOLITION
PLAN
S101D
/0
5/
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B
IS
SU
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F
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B
ID
/P
ER
M
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/0
5/ 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
245014
05/05/2026
C O
B
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TZ
C O
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W
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© 2025 UpStreet Architects, Inc.
PR
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S
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ROOF
DEMOLITION
PLAN
S102D
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F
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B
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5/ 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
245014
05/05/2026
C O
B
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TZ
C O
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W
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© 2025 UpStreet Architects, Inc.
PR
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FOUNDATION
PLAN
S100
Pennsylvania One Call System, Inc.
/0
5/
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IS
SU
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F
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B
ID
/P
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/0
5/ 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
245014
05/05/2026
C O
B
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C O
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ER
W
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© 2025 UpStreet Architects, Inc.
PR
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FIRST FLOOR
FRAMING
PLAN
S101
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SU
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F
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5/ 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
245014
05/05/2026
C O
B
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TZ
C O
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W
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© 2025 UpStreet Architects, Inc.
PR
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PHONE (724)349-3601
911 MENOHER BLVD.
JOHNSTOWN, PA 15905
PHONE (814)539-0224
245014
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INDIANA, PA 15701
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JOHNSTOWN, PA 15905
PHONE (814)539-0224
245014
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JOHNSTOWN, PA 15905
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245014
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JOHNSTOWN, PA 15905
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245014
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JOHNSTOWN, PA 15905
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245014
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JOHNSTOWN, PA 15905
PHONE (814)539-0224
245014
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JOHNSTOWN, PA 15905
PHONE (814)539-0224
245014
05/05/2026
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245014
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INDIANA, PA 15701
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JOHNSTOWN, PA 15905
PHONE (814)539-0224
245014
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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):
2018 International Residential Code (IRC):
2018 International Existing Building Code (IEBC): See IEBC Compliance Path
2018 International Energy Conservation Code (IECC):
2018 International Mechanical Code (IMC):
2018 International Plumbing Code (IPC):
2018 International Fire Code (IFC):
2017 NFPA 70, National Electrical Code (NEC):
N/A
2018 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
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GENERAL
ARCHITECTURAL
NOTES
A001
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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. M
ARKET STREET
W. FRONT STREET
REAGANS AVENUE
N. M
ARKET STREET
ST. CHARLES PARK
E. FRONT STREET
C101
PARTIAL SITE PLAN
SCALE: 1" = 20'
REPLACE SHADED PORTION OF SIDEWALK.
NUMBERED NOTES:
N
D at e / T im e
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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
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SITE PLAN
A002
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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 6'8" 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) PROVIDE FOR FUTURE ELECTRIC OPERATOR 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
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& SCHEDULE
A010
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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
FLASHING
Sill
FLASHING W/
DRIP EDGE
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
WINDOW FLASHING
SEALANT
3-5/8" METAL STUD
FRAMING @16" O.C.
NEW ALUMINUM
STOREFRONT WINDOW
BLOCKING
PVC PANELING
WINDOW FLASHING
SEALANT
3-5/8" METAL STUD
FRAMING @16" O.C.
NEW ALUMINUM
STOREFRONT WINDOW
BLOCKING
PVC PANELING
WINDOW FLASHING
SEALANT
3-5/8" METAL STUD
FRAMING @16" O.C.
NEW ALUMINUM
STOREFRONT WINDOW
1/2" SHEATHING
1/2" SHEATHING
1/2" SHEATHING
ALUMINUM TRIM
2x BLOCKING
ALUMINUM TRIM
2x BLOCKING
2x BLOCKING
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
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WINDOW NOTES
& SCHEDULE
P R
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NORTH
A100
BASEMENT FLOOR PLAN
SCALE: 1/4" = 1'-0"
4,435 GROSS S.F.
9,025 TOTAL GROSS S.F.
0 2 4 FT
F.F. = +14"
UP
UP
GENERAL NOTES FOR THIS SHEET
1. SEE GENERAL FLOOR PLAN NOTES ON SHEET A001.
2. SEE SHEET A010 FOR DOOR NOTES & SCHEDULES.
3. SEE SHEET A030 FOR WINDOW NOTES & SCHEDULE.
4. SLOPE ALL NEW CONCRETE SLABS, OUTSIDE OF
EXTERIOR DOORS, AWAY FOR DRAINAGE. SLOPE AT
1:96 min TO 1:48 max.
AREA OF NEW 4" SLAB-ON-GRADE. SEE STRUCTURAL
DRAWINGS.
NUMBERED NOTES
NEW 8" CMU WALL. SEE STRUCTURAL DRAWINGS.2
NEW ALUMINUM DOOR. SEE A010.3
NOTE: NOT ALL NOTES MAY APPLY TO THIS SHEET
REPAIR DAMAGED PORTION OF MASONRY WALL.4
NEW CONCRETE PIER, SEE STRUCTURAL
NEW CONCRETE FOOTING, SEE STRUCTURAL
NEW STEEL COLUMN, SEE STRUCTURAL
A201
A202
A201
A321
A321
A321
A322
A323
A323
A322
A322
A301
A301
A301
A301
STAIR 'A'
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
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BASEMENT
FLOOR PLAN
A100
P R
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4' -1
1/
4" 4'
-1
1/ 4"
ADJACENT BUILDING
1/4" PER
1'-0"
NORTH
A101
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
4,590 GROSS S.F.
9,025 TOTAL GROSS S.F.
0 2 4 FT
DN
DN
NEW 4" SLAB-ON-GRADE. SEE STRUCTURAL
DRAWINGS.
NUMBERED NOTES
NEW 8" CMU WALL. SEE STRUCTURAL DRAWINGS.2
NEW ALUMINUM DOOR. SEE A010.3
NOTE: NOT ALL NOTES MAY APPLY TO THIS SHEET
REPAIR DAMAGED PORTION OF MASONRY WALL.4
NEW METAL STUD FRAMED WALL.5
NEW STEEL COLUMN, SEE STRUCTURAL DRAWINGS.6
GENERAL NOTES FOR THIS SHEET
1. SEE GENERAL FLOOR PLAN NOTES ON SHEET A001.
2. SEE SHEET A010 FOR DOOR NOTES & SCHEDULES.
3. SEE SHEET A030 FOR WINDOW NOTES & SCHEDULE.
4. SLOPE ALL NEW CONCRETE SLABS, OUTSIDE OF
EXTERIOR DOORS, AWAY FOR DRAINAGE. SLOPE AT
1:96 min TO 1:48 max.
5. REPLACE THE EXISTING FIRST FLOOR DECK AND SLAB.
SEE STRUCTURAL DRAWINGS.
A202
A201
A201
A321
A321
A321
A322
A323
A323
A322
A322
A301
A301
A301
A301
22'-5 1/4"
5' -6
/4
2' -6
/2
9'
-8
/2
'-0
7'
-9
2' -5
7'
-9
2' -6
/2
3'
-1
3/ 4"
16'-0" 16'-0" 16'-0" 15'-6"
'-5
/2
'-3
/4
15'-8"
80'-1 1/2"
'-7
/2
STAIR 'A'
STAIR 'B'
S1
S1
S2S2S2S2S2S2S2S2
S4
S3
S3
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
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FIRST
FLOOR PLAN
A101
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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"
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
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ELEVATIONS
A201
P R
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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.
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
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ELEVATIONS
A202
P R
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BASEMENT
T/ PARAPET
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
BASEMENT
T/ PARAPET
1st FLOOR
'-6
'-4
TRUSS BRG.
'-0
A301
BUILDING SECTION
SCALE: 1/4" = 1'-0" 0 2 4 ft
A301
BUILDING SECTION
SCALE: 1/4" = 1'-0" 0 2 4 ft
GENERAL NOTES FOR THIS SHEET
1. SEE GENERAL FLOOR PLAN NOTES ON SHEET A001
2. SEE SHEET A010 FOR DOOR NOTES & SCHEDULES.
3. SEE SHEET A030 FOR WINDOW NOTES &
SCHEDULE.
4. SLOPE ALL NEW CONCRETE SLABS, OUTSITE OF
EXTERIOR DOORS, AWAY FOR DRAINAGE. SLOPE AT
1:96 min TO 1:48 max.
5. CONTRACTOR TO VERIFY ALL DIMENSIONS IN
FIELD.
PROPOSED ROOF ACCESS
HATCH LOCATION
PARAPET BEYOND
EXISTING METAL
STAIR TO REMAIN
NEW SLAB DEPRESSION
FOR FUTURE LIFT,
SEE STRUCTURAL
EXIST. GRADE
AT STREET
PARAPET BEYONDROOF ACCESS
HATCH LOCATION
REMOVE EXISTING JOISTS
AND REPLACE PER
STRUCTURAL DRAWINGS
REMOVE EXISTING DECK
AND CONCRETE FLOOR
AND REPLACE PER
STRUCTURAL DRAWINGS
REMOVE PORTION OF
MASONRY WALL
REMOVE EXISTING JOISTS
AND REPLACE PER
STRUCTURAL DRAWINGS
REMOVE EXISTING DECK
AND CONCRETE FLOOR
AND REPLACE PER
STRUCTURAL DRAWINGS
REMOVE EXISTING
STOREFRONT
ADJACENT
BUILDING
REMOVE EXISTING
PLATFORM
A321
A323
A323
NEW INSULATION
AND ROOF SYSTEM
A322
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
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BUILDING
SECTIONS
A301
P R
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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
2x6 FRAMING 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' -6
/4
1'
-8
/4
1' -8
/4
3'
-9
/4
8' -2
/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.
D at e / T im e
Fi le
N am e
541 PHILADELPHIA ST.
INDIANA, PA 15701
PHONE…
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