4-22-0047 Alloy5 - Dunmore Carpet Factory Pre-bid Agenda Presentation.pdf

ALLOY5 - DUNMORE CARPET FACTORY

PRE-BID AGENDA | 2026-08-11

Pre-Bid Agenda - August 28th, 2026

INTRODUCTIONS:

Owner: Hoofty Holdings LLC

Design Team: Alloy5 Architecture

MEP: Smith Miller Associates

Civil Engineer: GPI

Structural Engineer: designBLD

QUESTIONS DURING BIDDING

Questions during bidding should be directed as follows:

All questions must be submitted via email. Phone calls are not permitted:

• Mackenzie Semken, Alloy5 - Project Designer (msemken@alloy5.com)

• James Margotta, Alloy5 - Project Manager (jmargotta@alloy5.com)

All questions must be copied to:

• Sean McNamera, AIA, CHA - Project Manager (SMcNamara@chasolutions.com)

• Jessica Deegan, CHA - Project Administrator (JDeegan@chasolutions.com)

All MEP questions must be copied to:

• Nelson Gonzalez, Smith Miller Associates (ngonzalez@SmithMiller.net)

All Site related questions must be copied to:

• Metthew Chorba, GPI Engineering (mchorba@gpinet.com)

All Structure related questions must be copied to:

• Dave Johns, designBLD (djohns@designbld.com)

All Environmental Abatement questions must be copied to:

• Dave Kuchinski, Spotts, Stevens, and Mccoy (Dave.Kuchinski@ssmgroup.com)

BID OPENING INFORMATION:

Bids Due:

Location:

Bid Opening:

See Specification Section 002113, Instructions to Bidders, for instructions on how to title Bid Submission email and items that may be included in the Bidder’s submission.

Tuesday, September 22, 2026 @ 2:00 PM

PennBid

Opened publicly and read at 3:00 PM via public online meeting.

PROJECT OVERVIEW:

The project consists of interior and exterior renovations to an existing structure, ap-proximately 15,200 gross SF. The estimated budget is $4.3M.

The project will be constructed under a SINGLE PRIME LUMP SUM CONTRACT.

The project address is as follows:

• 105 Corner Street, Dunmore, PA 18512

Overall Project Schedule:

The work under the General Construction Contract includes all work defined in the doc-uments. The general scope of work is defined as follows:

• The existing building core and shell work (renovations) includes exterior masonry repair and restoration, interior and exterior wall and floor construction, roof replacement, and shell work for Electrical, HVAC, and Fire Protection.

CHESTNUT ST.

CORNER ST.

EXIST. 3-STORY BUILDING

EXISTING PARKING AREA TO

BE RENOVATED FOR RE-USE 105 CORNER STREET

EXIST. MULTI-

FAMILY

RESIDENCE

EXIST.

CARPORT

EXIST.

RESIDENCE

EXIST. DRIVEWAY

EXIST. DRIVEW

AY

EXIST. 2-

STORY

ADDITION

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O

PY

RI

GH

T

AL

LO

Y5

A

RC

H

IT

EC

TU

RE

CIVIL:

MEPF:

ARCHITECT:

STRUCTURAL:

ALLOY5

ARCHITECTURE

NOT FOR

CONSTRUCTION

1" = 10'-0"

8/ 3/

:1

2:

P M

G1 .1

2023.06.30

ZH/JG

RG

22-0047

SITE PLAN

DUNMORE CARPET

FACTORY

RENOVATIONS

DUNMORE LOFTS @ 105 CORNER STREET

DUNMORE, PA 18512

GPI

SMITH MILLER

ASSOCIATES

designBLD

HOOFTY HOLDINGS

1 E BROAD STREET, BETHLEHEM, PA 18018

1" = 10'-0"

1 ARCHITECTURAL SITE PLAN

NOTE: SITE PLAN FOR GRAPHICAL INFORMATION ONLY - REFER TO CIVIL ENGEINEER'S

DRAWINGS FORE MORE INFORMATION

NO. ISSUE DESCRIPTION DATE

1 EXTERIOR PACKAGE 2023.06.30

2 ISSUE FOR PERMIT 2025.12.23

SITE PLAN:

GENERAL PLAN NOTES

1. REFERENCE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, &

TELECOM, DRAWINGS FOR ADDITIONAL INFORMATION.

2. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.

3. ALL CORRIDOR PARTITIONS ARE TO EXTEND TO THE UNDERSIDE OF THE FLOOR/ROOF STRUCTURE

ABOVE, SEAL PARTITIONS SOUND TIGHT.

4. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR INSTALLATION OF ALL WALL MOUNTED

CABINETRY, SHELVING, EQUIPMENT, HANDRAILS, AND ACCESSORIES.

5. CABINET MAKER SHALL PROVIDE ALL CUTOUTS, HOLES, ETC. FOR ELECTRICAL, PLUMBING, AND

MECHANICAL DEVICES AS REQUIRED. GENERAL CONTRACTOR TO COORDINATE.

6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ROOMS, SIGNS, DOORS, KEYS, EQUIPMENT, PANELS, ETC BY THE OWNER'S FINAL NUMBERING - NOT THE ARCHITECTURAL

NUMBERS.

7. ALL APARTMENTS TO COMPLY WITH "TYPE B" DWELLING UNITS ANSI-A117.1-2009, U.N.O.

A2.01

A2.03

A2.02

1 2 3 4 5

A

B

E

A3.04

B

A3.01

D

A3.03

A

A3.00

C

A3.02

EXISTING BASEMENT UNOCCUPIED

EXISTING STAIR

TO REMAIN

15'-6" 12'-8" 13'-5 1/2" 12'-10" 13'-1" 13'-4 15/16"

'-8

'-0

/2

'-5

'-6 " E

XI

ST

+/-17'-8" EXIST.

'-1

/2

" E

XI

ST

IN

G

+/-80'-11 7/16" EXIST.

THIRD FLOOR

SECOND FLOOR

GROUND FLOOR

BASEMENT

ROOF

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O

PY

RI

GH

T

AL

LO

Y5

A

RC

H

IT

EC

TU

RE

CIVIL:

MEPF:

ARCHITECT:

STRUCTURAL:

ALLOY5

ARCHITECTURE

NOT FOR

CONSTRUCTION

As indicated

8/ 3/

:1

2:

P M

A1 .0

2026.08.03

ZH/JG

RG

22-0047

FLOOR PLAN -

BASEMENT - NEW

WORK

DUNMORE CARPET

FACTORY

RENOVATIONS

DUNMORE LOFTS @ 105 CORNER STREET

DUNMORE, PA 18512

GPI

SMITH MILLER

ASSOCIATES

designBLD

HOOFTY HOLDINGS

1 E BROAD STREET, BETHLEHEM, PA 18018

1/4" = 1'-0"

1 BASEMENT FLOOR PLAN

□□ KEYED PLAN NOTES

NO. NOTE

1 REPLACEMENT OVERHEAD ROLLER DOOR W/ EGRESS MAN DOOR, SEE EXTERIOR ELEVATIONS

2 CMU INFILL, REFER TO STRUC. DWG.'S FOR MORE INFO

3 EXISTING PIPE COLUMN TO REMAIN

4 NEW STOREFRONT SYSTEM REFER TO GLAZING ELEVATIONS

5 INFILL EXTERIOR WALL CONSTRUCTION. SEE STRUC. DWG'S FOR MORE INFO.

6 EXISTING COLUMN TO REMAIN, CONCEAL IN NEW WALL FRAMING

7 CLOSET SHELF W/ POLE

8 INFILL FLOOR W/ LIKE CONSTRUCTION. SEE STRUC. DWG.'S FOR MORE INFO

9 EXISTING WALL TO BE REFINISHED W/ 5/8" FIRE-RATED GYPSUM WALL BOARD EA. SIDE

NO. ISSUE DESCRIPTION DATE

1 EXTERIOR PACKAGE 2023.06.30

2 ISSUE FOR PERMIT 2025.12.23

3 ISSUE FOR BID 2020.08.03

BASEMENT FLOOR PLAN:

DN

UP

A2.01

A2.00

A2.03

A2.02

1 2 4 5

A

B

E

A3.04

E

A3.04

B

A3.01

D

A3.03

D

A3.03

A

A3.00

A

A3.00

C

A3.02

C

A3.02

B B B B B B B

AA

C

C

C

0.

B

0.

A

B B

SIDEWALK TO BE REGRADED @ 1:20 MAX GRADIENT W/ 1:48

MAX. CROSS SLOPE FOR ADA ACCESS

ADA ACCESSIBLE ENTRY

EXISTING STAIR.

CONDITION TO BE

REVIEWED

EXISTING

STAIR.

CONDITION TO

BE REVIEWED

SF3

SF2 SF1SF2

3 33 3

4 4 4 4 4

15'-6" 12'-8" 13'-1" 13'-4 15/16"

'-4

'-0

/2

'-1

'-6 " E

XI

ST

+/- 17'-0" EXIST.

0'

-5

/2 " E

XI

ST

+/- 80'-11 7/16" EXIST.

EXIST. FENCE

288 SF

CONFERENCE

205 SF

VESTIBULE

101.B 101.C

237 SF

RECEPTION

105.A 105.B

158 SF

CORRIDOR

1011 SF

OPEN OFFICE

43 SF

PASSAGE

62 SF

PASSAGE

107 SF

MEN'S

100 SF

WOMEN'S

119 SF

OFFICE

118 SF

OFFICE

113 SF

OFFICE

112 SF

OFFICE

33 SF

J.C.

901 SF

OPEN OFFICE

36 SF

MAIL

A5.00

0' -3

/2

AL

IG

N

TO

E

XI

ST

. C

OL

'-4

/2

" V .I.

F.

V.I.F. ALIGN TO EXIST. OPENING

15'-5 3/32" 0'-5 1/2"

V.I.F. ALIGN TO EXIST. OPENING

13'-4 1/2" 0'-3 1/2"

A7.01

A7.01 10

A7.01

P50B

P50A

P50A P50A

P50B

P50C

P50A

P50A P50A

P50A P50A

P50A P50AP50B

P50B

P50B

P50A

P50A

P53AF1D

A7.01

A7.01

182 SF

CONFERENCE

P58A

P58A

P58A

P58A P58A P58A P58A

P58A

P58A

P58A P58A

A7.01

F1B

REF DW DW REF

'-1

'-0

/2

'-4

FEC

FEC

EWC

TV

TV

TV TV

TV

A7.01

326 SF

RECEPTION

0' -3

/2

9'

-0

3/

0'

-3

/2

9' -2

3/

0' -3

/2

8'

-6

/3 2"

0' -5

/2

5'

-5

/4

0' -3

/2

6'

-2

/4

0' -5

/2

9'

-1

5/ 8"

7'-8" 0'-3 1/2" 5'-7 3/4" 0'-3 1/2" 7'-8"

0' -7

/4

1'

-1

3/ 4"

0' -3

/2

0'

-1

1/ 4"

0'-3 1/2" 13'-3 1/4"

0'-5 1/2"

12'-7 3/4" 0'-3 1/2" 25'-1 15/16"

12'-10 3/8" 0'-3 1/2" 1'-0" 0'-3 1/2" 11'-11 1/8"

8'-5 1/8"

0'-3 1/2"

5'-5 1/4"

0'-3 1/2"

11'-11 1/8"

0' -3

/2

'-2

/1 6"

0' -3

/2

"1 '-5

5/

0' -3

/2

" 7' -0

/8

0'-5 1/2"

0'-3 1/2" 8'-9 5/8"

0'-3 1/2"

V.I.F. ALIGN TO EXIST. OPENING

14'-4 15/32" 0'-5 1/2"

P54A P54A

P54AP54A P54A

P54A P54A

EXIST. STAIR

A7.0114

OPP.

2' -1

2'-1" 2'-1"

2' -1

2' -2

/4

2' -2

2'-5"

2' -1

/1 6"

5' -1

/1

6"

5'-9 31/32"

2' -6

8'

-1

0'-5" 0'

-5

SIMILAR TO ROOM #

RECEPTION 102

6' -0

A5.003

A7.02

RELOCATED

GAS METER

SERVICE

REPLACEMENT

CONCRETE TREAD/RISER

AT MAX 7" H AND MIN.

11" DEEP

SF4

A6.20 11

SLOPE SLOPE

11'-8" 10'-0" 11'-8"

A5.01

A9.00

GRAY AREA INDICATES

DEDUCT ALTRERNATE 1

P54A

GRAY AREA INDICATES

DEDUCT ALTRERNATE 1

THIRD FLOOR

SECOND FLOOR

GROUND FLOOR

BASEMENT

ROOF

GENERAL PLAN NOTES

1. REFERENCE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, &

TELECOM, DRAWINGS FOR ADDITIONAL INFORMATION.

2. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.

3. ALL CORRIDOR PARTITIONS ARE TO EXTEND TO THE UNDERSIDE OF THE FLOOR/ROOF STRUCTURE

ABOVE, SEAL PARTITIONS SOUND TIGHT.

4. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR INSTALLATION OF ALL WALL MOUNTED

CABINETRY, SHELVING, EQUIPMENT, HANDRAILS, AND ACCESSORIES.

5. CABINET MAKER SHALL PROVIDE ALL CUTOUTS, HOLES, ETC. FOR ELECTRICAL, PLUMBING, AND

MECHANICAL DEVICES AS REQUIRED. GENERAL CONTRACTOR TO COORDINATE.

6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ROOMS, SIGNS, DOORS, KEYS, EQUIPMENT, PANELS, ETC BY THE OWNER'S FINAL NUMBERING - NOT THE ARCHITECTURAL

NUMBERS.

7. ALL APARTMENTS TO COMPLY WITH "TYPE B" DWELLING UNITS ANSI-A117.1-2009, U.N.O.

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O

PY

RI

GH

T

AL

LO

Y5

A

RC

H

IT

EC

TU

RE

CIVIL:

MEPF:

ARCHITECT:

STRUCTURAL:

ALLOY5

ARCHITECTURE

NOT FOR

CONSTRUCTION

As indicated

8/ 3/

:1

2:

P M

A1 .0

2026.08.03

ZH/JG

RG

22-0047

FLOOR PLAN -

GROUND FLOOR - NEW

WORK

DUNMORE CARPET

FACTORY

RENOVATIONS

DUNMORE LOFTS @ 105 CORNER STREET

DUNMORE, PA 18512

GPI

SMITH MILLER

ASSOCIATES

designBLD

HOOFTY HOLDINGS

1 E BROAD STREET, BETHLEHEM, PA 18018

1/4" = 1'-0"

1 GROUND FLOOR PLAN

□□ KEYED PLAN NOTES

NO. NOTE

1 REPLACEMENT OVERHEAD ROLLER DOOR W/ EGRESS MAN DOOR, SEE EXTERIOR ELEVATIONS

2 CMU INFILL, REFER TO STRUC. DWG.'S FOR MORE INFO

3 EXISTING PIPE COLUMN TO REMAIN

4 NEW STOREFRONT SYSTEM REFER TO GLAZING ELEVATIONS

5 INFILL EXTERIOR WALL CONSTRUCTION. SEE STRUC. DWG'S FOR MORE INFO.

6 EXISTING COLUMN TO REMAIN, CONCEAL IN NEW WALL FRAMING

7 CLOSET SHELF W/ POLE

8 INFILL FLOOR W/ LIKE CONSTRUCTION. SEE STRUC. DWG.'S FOR MORE INFO

9 EXISTING WALL TO BE REFINISHED W/ 5/8" FIRE-RATED GYPSUM WALL BOARD EA. SIDE

NO. ISSUE DESCRIPTION DATE

1 EXTERIOR PACKAGE 2023.06.30

2 ISSUE FOR PERMIT 2025.12.23

FIRST FLOOR PLAN:

DN

UP

WH

WH

WH

WH

A2.01

A2.00

A2.03

A2.02

1 2 3 4 5

A

B

E

A3.04

E

A3.04

B

A3.01

B

A3.01

D

A3.03

D

A3.03

A

A3.00

A

A3.00

C

A3.02

C

A3.02

C CBBB B B B B B

BBB B B B B B B B BB

B B

EXISTING STAIR TO

REMAIN

EXISTING STAIR TO

REMAIN

15'-6" 12'-8" 13'-5 1/2" 12'-10" 13'-1" 13'-4 15/16"

'-4

'-0

/2

'-1

'-5

/2

"E

XI

ST

+/- 80'-11 7/16" EXIST.

1273 SF

2 BEDROOM

1270 SF

2 BEDROOM

631 SF

1 BEDROOM

11 SF

TRASH

208 SF

CORRIDOR

204 SF

EXIST. STAIR

MECH.

MECH.

MECH.

MECH.

1 BEDROOM

F1B

F1B

F1B

F1B

F1B

F1B

F1B

F1D

P54A

P54A

P58A

P58A

P58A P58A P58A

P58A

P58A P58A P58A P58A P58A P58A

P58A P58A P58A P58A P58A

F1B

P50A

F1B

P50B

P53A

P53A

P50A

P50A

P50A

P50A

P50B

P50A

P50A

P53A

F1D

P50A

P50A

F1B

2 20

203.A

3.

D

203.C

P58A

0.

F

2'-0"

REFREF

DW

DW

W

D

W D

D

W

REF

DW

REF

DW

W

F1B

F1D

F.E.C.

2'-0"

D

P50A

P50A

P50A

200.A

200.B

0.

C

200.D 20 0.

E

P53A

P50A

P50A

A7.00

A7.00

SIM.

SIM.

SIM.

SIM.

SIM.

SIM.

SIM.

SIM.

A7.00

A7.00

A7.00 10 SIM.

A7.0011SIM.

A7.00 10

A7.0011

A7.00 8

SIM.

SIM.

A7.00 8

A7.00

SIM.

SIM.

3'-0"

A7.011

A7.00 5A7.01

A7.015

A7.00 7

A7.02

3.

B

18" MIN.

203.E

A7.007

OPP.

A7.007

BEDROOMLIVING RM.

KITCHEN

CLOS.

LAUND.BATH

W.I.C.

KITCHEN

LIVING RM.BEDROOM

CLOS.

BEDROOM

W.I.C.

BATH

BATH

W.I.C.

BEDROOM BEDROOM LIVING RM.

KITCHEN

CLOS.

BATH

LAUND.

HALL

BATH LAUND.

CLOS.

CLOS.LIVING RM.

KITCHEN

BATH

CLOS.

LAUND.

BEDROOM

P50A

P50A

P50A

P50A

P50A

P50A

P50A

P50A

P50A

P53A

P50A

P53A

P50A

P50A

P50A

P53A

P53A

P50A

P50AP50A

P50A

P50A

P50A

P50A

P50A

P50A

P50A

P50A

P53A

P53A

P50A

P50AP50A

P53A

P50A

P50AP50A

P53A

P50A

2.

C

2.

D20 2.

F

202.G

202.E

2.

B

2.

A

2.

H

P50A

1.

C

1.

D

1.

B

1.

H

201.G

1.

F

201.E

1.

A

0' -3

/2

'-8

/2

0' -5

/2

'-8

/2

0' -3

/2

2' -6

/8

0' -3

/2

"5' -1

/4

" 0' -3

/2

7' -4

/4

0' -3

/2

'-1

1/

8"

'-1

1/ 8"

0' -3

/2

7' -4

/4

0' -3

/2

"5' -1

/4

" 0' -3

/2

2' -6

/8

7'-0 1/16"

0'-3 1/2"

5'-3 29/32"

0'-3 1/2"

2'-6 11/32" 0'-3 1/2" 6'-7 1/32"

0'-3 1/2"

6'-2 3/16"

0'-3 1/2"

2'-7 1/4"

0'-3 1/2"

0'-3 1/2"

4'-1 1/4"

0'-3 1/2"

5'-8 13/16" 0'-3 1/2" 8'-7 3/32" 0'-3 1/2" 13'-8 25/32" 0'-3 1/2" 10'-5 27/32"

0'-5 1/2" EXIST.

+/-6'-0 9/16"

3'-8"

3' -0

/1

6" 3'

-9

3/

6'

-0

3'-10 1/4"

2'-1 1/4"

6' -1

3/

8" 0'

-3

/2

0' -3

/2

4'

-1

3/ 4"

0' -3

/2

0'-3 1/2" 15'-5 3/8" 0'-3 1/2" 13'-3 1/4" 0'-3 1/2" 17'-3 5/8"

46'-10 3/4" 0'-3 1/2" 31'-0 3/16"

17'-3 5/8" 0'-3 1/2" 13'-1 9/16" 0'-3 1/2"

2'-1 1/4"

0' -3

/2

6'

-1

/4

0' -3

/2

0' -3

/2

'-1 1"

0' -3

/2

7'

-5

/4

0' -3

/2

7'

-0

/8

0' -3

/2

6'

-5

/4

0' -3

/2

5'

-6

/8

0' -5

/2

"V.

I.F

4' -7

/8

V.

I.F

5' -2

/8

" E

XI

ST

3' -0

0' -3

/2

5' -8

/2

0' -3

/2

'-3

/8

0' -3

/2

5'

-3

/4

0' -3

/2

'-3

/8

4'-0"

4'-0"

5' -0

5'

-0

0'-3 1/2" 15'-5 3/8" 0'-3 1/2" 13'-3 1/4" 0'-3 1/2" 17'-3 5/8" 0'-3 1/2" 13'-6 1/8" 0'-3 1/2" 16'-11 1/16" 0'-3 1/2"

2'-1 1/4"

0' -3

/2

6'

-1

1/ 4"

9' -7

9/

0' -3

/2

4'-0" CLEAR

2' -2

7/

0'-3 1/2" 6'-9 11/16"

3'-10 1/4" 3'-8"

6' -0

0' -3

/2

5'

-7

/4

0' -5

/2

6'

-8

/8

0'-3 1/2"

2'-8 5/8"

0'-3 1/2"

5'-7 1/16"

10'-3 1/8"

0'-3 1/2"

2' -1

2'

-1

2'-1"

2'-1"

2'-1"

2'-1"

P53A

THIRD FLOOR

SECOND FLOOR

GROUND FLOOR

BASEMENT

ROOF

GENERAL PLAN NOTES

1. REFERENCE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, &

TELECOM, DRAWINGS FOR ADDITIONAL INFORMATION.

2. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.

3. ALL CORRIDOR PARTITIONS ARE TO EXTEND TO THE UNDERSIDE OF THE FLOOR/ROOF STRUCTURE

ABOVE, SEAL PARTITIONS SOUND TIGHT.

4. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR INSTALLATION OF ALL WALL MOUNTED

CABINETRY, SHELVING, EQUIPMENT, HANDRAILS, AND ACCESSORIES.

5. CABINET MAKER SHALL PROVIDE ALL CUTOUTS, HOLES, ETC. FOR ELECTRICAL, PLUMBING, AND

MECHANICAL DEVICES AS REQUIRED. GENERAL CONTRACTOR TO COORDINATE.

6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ROOMS, SIGNS, DOORS, KEYS, EQUIPMENT, PANELS, ETC BY THE OWNER'S FINAL NUMBERING - NOT THE ARCHITECTURAL

NUMBERS.

7. ALL APARTMENTS TO COMPLY WITH "TYPE B" DWELLING UNITS ANSI-A117.1-2009, U.N.O.

□□ KEYED PLAN NOTES

NO. NOTE

1 REPLACEMENT OVERHEAD ROLLER DOOR W/ EGRESS MAN DOOR, SEE EXTERIOR ELEVATIONS

2 CMU INFILL, REFER TO STRUC. DWG.'S FOR MORE INFO

3 EXISTING PIPE COLUMN TO REMAIN

4 NEW STOREFRONT SYSTEM REFER TO GLAZING ELEVATIONS

5 INFILL EXTERIOR WALL CONSTRUCTION. SEE STRUC. DWG'S FOR MORE INFO.

6 EXISTING COLUMN TO REMAIN, CONCEAL IN NEW WALL FRAMING

7 CLOSET SHELF W/ POLE

8 INFILL FLOOR W/ LIKE CONSTRUCTION. SEE STRUC. DWG.'S FOR MORE INFO

9 EXISTING WALL TO BE REFINISHED W/ 5/8" FIRE-RATED GYPSUM WALL BOARD EA. SIDE

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O

PY

RI

GH

T

AL

LO

Y5

A

RC

H

IT

EC

TU

RE

CIVIL:

MEPF:

ARCHITECT:

STRUCTURAL:

ALLOY5

ARCHITECTURE

NOT FOR

CONSTRUCTION

As indicated

8/ 3/

:1

2:

P M

A1 .0

2026.08.03

ZH/JG

RG

22-0047

FLOOR PLAN - SECOND

FLOOR - NEW WORK

DUNMORE CARPET

FACTORY

RENOVATIONS

DUNMORE LOFTS @ 105 CORNER STREET

DUNMORE, PA 18512

GPI

SMITH MILLER

ASSOCIATES

designBLD

HOOFTY HOLDINGS

1 E BROAD STREET, BETHLEHEM, PA 18018

1/4" = 1'-0"

1 SECOND FLOOR PLAN

NO. ISSUE DESCRIPTION DATE

1 EXTERIOR PACKAGE 2023.06.30

2 ISSUE FOR PERMIT 2025.12.23

SECOND FLOOR PLAN:

WH

WH

WH

WH

A2.01

A2.00

A2.03

A2.02

1 2 3 4 5

A

B

E

A3.04

E

A3.04

B

A3.01

B

A3.01

D

A3.03

D

A3.03

A

A3.00

A

A3.00

C

A3.02

C

A3.02

BBB B B B B B B B

BBB B B B B B B B BB

B B

EXISTING STAIR TO

REMAIN

15'-6" 12'-8" 13'-5 1/2" 12'-10" 13'-1" 13'-4 15/16"

'-4

'-0

/2

'-1

0'

-5

/2 " E

XI

ST

+/- 80'-11 7/16" EXIST.

2'-0 1/16"

REF

REF

DW

DW

W D

D

W

REF

DW

REF

DW

MECH.

790 SF

1 BEDROOM

1270 SF

2 BEDROOM

1271 SF

2 BEDROOM

11 SF

TRASH

283 SF

CORRIDOR

604 SF

1 BEDROOM

105 SF

EXIST. STAIR

301E

1A

301G

1H

1C

1F

1B

1D

303303C

3B

3A

303D

0B

0A

300D

300C

F1B

F1B

F1B

F1B

F1B

F1B

F1B

F1D

P50A

P50A

P50A

P50A

P50A

P50A

P50A

P50A

P50A

P53A

P50A

P53A

P50A

P50A

P50A

P53A

P50A

P50AP50A

F1B P53A

P58A P58A P58A

P58A P58A

P58A P58A P58A

P58A

P58A

P58AP58AP58A

P58A

P58A

P58AP58A

P58A P58A

P58A

P58A

P58A

P58A

P58A

P53A

P50A

P50A

P50A

P50A

P53A

P53A

F1D

P50A

P50A

P50A

P50A

P53A

P50A

P50A

P50A P50A

P50A

F1B

MECH.

MECH.

P58A

MECH.

P50A

2'-0"

F1B

F.E.C.

A7.00 8

A7.00

A7.00

A7.00 10

P50A

A7.00 4

A7.001

A7.00

A7.00 20

A7.0011

A7.008

A7.00 8

SIM.

SIM.

A7.00

SIM.

SIM.

SIM.

SIM.

A7.00

A7.00

SIM.

SIM.

SIM.

SIM.

SIM.

SIM.

SIM.

SIM.

A7.00 10 SIM.

A7.0011SIM.

A7.02

A7.025

3'-8"

6' -0

3'-10 1/4"

BEDROOM BEDROOM

CLOS.

W.I.C.

BATH

BATH

LAUND.

HALL

LIVING RM.

KITCHEN

CLOS.

BATH

W.I.C.

BEDROOM BEDROOM

BATH

LAUND. CLOS.

LIVING RM.

KITCHEN

LIVING RM.

HALL

BEDROOM

KITCHEN

LIVING RM.

LAUND.

BATH

BEDROOM

CLOS.

HALL

LAUND.

KITCHEN

A7.007

OPP.

A7.007

BATH

0' -3

/2

7'

-5

5/

0'

-3

/2

3' -0

1/

0' -3

/2

V.

I.F

6' -1

/8

" E

XI

ST

0'-3 1/2" 46'-7 1/4" 0'-3 1/2" 30'-7 3/32" 0'-3 1/2"

0' -3

/2

'-0

/8

0' -3

/2

5' -3

/4

0' -3

/2

'-0

/8

0'-3 1/2"

3'-0 5/8"

0' -3

/2

5' -3

/4

0'

-3

/2

7' -1

/3 2"

0' -3

/2

5'

-0

/3 2"

0' -3

/2

'-1

/2

0' -3

/2

'-8

/2

0' -5

/2

'-8

/2

0' -3

/2

'-1

1/

8" 0'

-3

/2

7' -4

/4

0' -3

/2

5' -1

/4

0' -3

/2

2' -6

/8

302.E

2.

B

302.F

2.

H

2.

A

2.

G

2.

C

2.

D

P50A

P50A

P50A

P50A

P50A

P50A

P50A

P50A

P50A

P53A P53A

P50A

P50A

P50A

P53A

P50A

P50A

P50A

P53A

P50A

15'-5 3/8" 0'-3 1/2" 13'-3 1/4" 0'-3 1/2" 17'-3 5/8"

2'-1 5/8"

2' -6

/8

0' -3

/2

5' -1

/4

0' -3

/2

7'

-4

/4

0' -3

/2

'-1

1/ 8"

7'-0 1/8"

0'-3 1/2"

5'-3 29/32"

0'-3 1/2"

2'-6 11/32" 0'-3 1/2" 6'-7 1/32"

0'-3 1/2"

6'-2 3/16"

0'-3 1/2"

2'-7 1/4" 0'-3 1/2"

0'-3 1/2" 4'-1 1/4"

0'-3 1/2"

5'-8 13/16" 0'-3 1/2" 8'-7 3/32" 0'-3 1/2" 8'-10 25/32"

0'-3 1/2"

2'-4 1/2" 0'-3 1/2"

7'-4 7/32" 0'-3 1/2"

5'-3 7/16"

AL

IG

N

9'-9"

135°

0' -3

/2

'-6

/4

0' -3

/2

4' -7

/8

0' -3

/2

7' -1

1/

2"

0'-3 1/2" 15'-5 3/8" 0'-3 1/2" 13'-3 1/4" 0'-3 1/2" 17'-3 5/8" 0'-3 1/2" 13'-8" 0'-3 1/2" 16'-7 5/8" 0'-3 1/2"

3' -7

/4

0'-3 1/2" 9'-4 7/8" 0'-3 1/2" 6'-9 7/32"

0'-3 1/2" 5'-0 1/32"

0'-3 1/2" 9'-5 5/32"

3'-8" 3'-10 1/4"

4' -8

/1

6" 6'

-0

4'-0"

5' -0

0' -3

/2

6' -1

1/

4"

12'-1 5/16" 0'-3 1/2" 18'-2 9/32"

2' -1

2'-1"

2'-1"

2'-1" 2'-1"

2' -1

2' -1

P53A

THIRD FLOOR

SECOND FLOOR

GROUND FLOOR

BASEMENT

ROOF

GENERAL PLAN NOTES

1. REFERENCE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, &

TELECOM, DRAWINGS FOR ADDITIONAL INFORMATION.

2. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.

3. ALL CORRIDOR PARTITIONS ARE TO EXTEND TO THE UNDERSIDE OF THE FLOOR/ROOF STRUCTURE

ABOVE, SEAL PARTITIONS SOUND TIGHT.

4. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR INSTALLATION OF ALL WALL MOUNTED

CABINETRY, SHELVING, EQUIPMENT, HANDRAILS, AND ACCESSORIES.

5. CABINET MAKER SHALL PROVIDE ALL CUTOUTS, HOLES, ETC. FOR ELECTRICAL, PLUMBING, AND

MECHANICAL DEVICES AS REQUIRED. GENERAL CONTRACTOR TO COORDINATE.

6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ROOMS, SIGNS, DOORS, KEYS, EQUIPMENT, PANELS, ETC BY THE OWNER'S FINAL NUMBERING - NOT THE ARCHITECTURAL

NUMBERS.

7. ALL APARTMENTS TO COMPLY WITH "TYPE B" DWELLING UNITS ANSI-A117.1-2009, U.N.O.

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O

PY

RI

GH

T

AL

LO

Y5

A

RC

H

IT

EC

TU

RE

CIVIL:

MEPF:

ARCHITECT:

STRUCTURAL:

ALLOY5

ARCHITECTURE

NOT FOR

CONSTRUCTION

As indicated

8/ 3/

:1

2:

P M

A1 .0

2026.08.03

ZH/JG

RG

22-0047

FLOOR PLAN - THIRD

FLOOR - NEW WORK

DUNMORE CARPET

FACTORY

RENOVATIONS

DUNMORE LOFTS @ 105 CORNER STREET

DUNMORE, PA 18512

GPI

SMITH MILLER

ASSOCIATES

designBLD

HOOFTY HOLDINGS

1 E BROAD STREET, BETHLEHEM, PA 18018

1/4" = 1'-0"

1 THIRD FLOOR PLAN

□□ KEYED PLAN NOTES

NO. NOTE

1 REPLACEMENT OVERHEAD ROLLER DOOR W/ EGRESS MAN DOOR, SEE EXTERIOR ELEVATIONS

2 CMU INFILL, REFER TO STRUC. DWG.'S FOR MORE INFO

3 EXISTING PIPE COLUMN TO REMAIN

4 NEW STOREFRONT SYSTEM REFER TO GLAZING ELEVATIONS

5 INFILL EXTERIOR WALL CONSTRUCTION. SEE STRUC. DWG'S FOR MORE INFO.

6 EXISTING COLUMN TO REMAIN, CONCEAL IN NEW WALL FRAMING

7 CLOSET SHELF W/ POLE

8 INFILL FLOOR W/ LIKE CONSTRUCTION. SEE STRUC. DWG.'S FOR MORE INFO

9 EXISTING WALL TO BE REFINISHED W/ 5/8" FIRE-RATED GYPSUM WALL BOARD EA. SIDE

NO. ISSUE DESCRIPTION DATE

1 EXTERIOR PACKAGE 2023.06.30

2 ISSUE FOR PERMIT 2025.12.23

THIRD FLOOR PLAN:

MILESTONE DATES:

1. Milestone dates are contractual requirements, liquidated damages enforceable and will be applied for non-compliance.

2. All Prime Contractor is responsible for coordination and individual activity scheduling within milestone schedule.

Project Milestone Schedule Alloy5 Dunmore Carpet Factory

Project Milestone Dates Award Date

Proposed Construction Start Date

Estimated Completion Date

October 27, 2026

November 30, 2026

November 30, 2027

CONTRACTOR BID SUBMISSIONS:

• Bid Form - Proposal

• Bid Bond

• Non-Collusion Affidavit

• Agreement of Surety

• Letter of Insurer

• Contractor Qualification Statement

• Insurance Requirements: Worker’s Compensation, General Liability, Umbrella/

Excess

• Builders Risk Insurance by Owner

BID FORM:

GENERAL CONSTRUCTION BID FORM

SECTION 00.4116 - 1

BID FOR HOOFTY HOLDINGS, LLC

DUNMORE CARPET FACTORY RENOVATIONS AND SITE WORK

GENERAL CONTRACTOR

Submitted To: Submitted By:

Hoofty Holdings, LLC _______________________________________________

1 E. Broad Street, Suite 310 _______________________________________________

Bethlehem, PA 18018 _______________________________________________

THIS BID FORM SHALL NOT BE ALTERED IN ANY MANNER. ANY ALTERED BID FORMS SHALL BE

CONSIDERED NON-RESPONSIVE AND WILL BE REJECTED.

1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an Agreement with

OWNER in the form included in the Contract Documents to complete all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the Contract Documents.

2. BIDDER accepts all of the terms and conditions of the Instructions to Bidders, including without limitation, those dealing with disposition of Bid Security. This Bid will remain open for SIXTY (60) days after the day of Bid Opening. BIDDER will sign the Agreement and submit the Contract Security and other documents required by the Contract Documents within ten (10) days after the date of OWNER'S Notice of Award.

3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:

a. BIDDER has examined copies of all Contract Documents, Advertisement to Bid, and the Instructions to

Bidders. Additionally, the BIDDER hereby acknowledges receipt of the following addenda:

Addendum No. _____; _____; _____; _____; _____; _____; _____; _____.

b. BIDDER has examined the site and locality where the Work is to be performed, the legal requirements

(federal, state, and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as BIDDER deems necessary. Failure to visit the Project site shall be no reason for future request for additional compensation or costs of any kind.

c. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, form, or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other BIDDER to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for himself any advantage over any other BIDDER or OWNER.

HOOFTY HOLDINGS, LLC GENERAL CONSTRUCTION BID FORM

DUNMORE CARPET FACTORY RENOVATIONS AND SITE WORK SECTION – 00.4116

GENERAL CONSTRUCTION BID FORM

SECTION 00.4116 - 2

4. The BIDDER agrees to perform the various items of Work for the following Lump Sum Price:

BASE BID PROPOSAL: Base Bid Price (INCLUDING Project Allowances) for all Work indicated on the Contract Documents.

_____________________________________________________________________________Dollars.

(Words)

(Figures)

5. ALTERNATES: The BIDDER agrees that the OWNER shall have the right to accept or reject any or all of the following alternates, which acceptance or rejection shall enter into the determination of the lowest Bidder. The BIDDER agrees that the Contract Time shall not be increased on account of the acceptance of any one or combination of alternates unless specifically stated in such alternate description(s). The BIDDER agrees that the OWNER shall have the right to accept an alternate that is higher in price than the Base Bid or other alternate.

Alternates’ prices shall include the cost of furnishing and installing all materials, labor, tools, equipment and other incidentals necessary to complete the Work in accordance with the design intent, manufacturers’ recommendations, building codes, authorities having jurisdiction, and the Construction Documents. Do not adjust material allowances under any alternate bid items. Indicate whether alternate cost is an add or deduct when a choice is provided.

ALTERNATE No. 1: The Bidder shall state the cost to be DELETED from the Base Bid amount for deleting the scope of work related to the first floor small Offices and Kitchenettes, the work for the ceilings, lights and sprinklers shall not be deleted.

DEDUCT_______________________________________________________________________Dollars.

ALTERNATE No. 2: The Bidder shall state the cost to be ADDED to the Base Bid amount for all Work necessary to repair, recoat and paint all basement walls, and paint ceilings in the basement.

ADD _______________________________________________________________________Dollars.

ALTERNATE No. 3: The Bidder shall state the cost to be ADDED to the Base Bid amount for all Work necessary to provide all preparation work and installation of new stucco finish to both end walls of the building.

BID FORM:

SECTION 00.4116 - 3

ADD __________________________________________________________________________Dollars.

ALTERNATE No. 4: The Bidder shall state the cost to be DELETED from the Base Bid amount for deleting all fit out of the first floor.

DEDUCT______________________________________________________________________Dollars.

6. UNIT PRICES: OWNER shall make adjustments to the Contract based on the actual field conditions encountered using the Unit Prices included with the Bid. The BIDDER agrees that OWNER reserves the right to reject or otherwise not agree to use the Unit Prices submitted, if in the OWNER’s opinion, the nature or quantity of the Work encountered is such that the Unit Price cost no longer applies to the Work. The OWNER also reserves the right to solicit independent proposals as required by the Department of Education guidelines, under a separate contract, to perform the services required. The responsiveness of the Bid, and if the Bid is responsible, may be determined by the OWNER on the basis of the Unit Prices proposed by the BIDDER. Unit Prices shall be consistent with verifiable average costs for the Work to be performed. BIDDERS agree that a Bid may be rejected if the Unit Prices submitted are inconsistent with the average cost. Under NO circumstances will BIDDER perform Unit Price Work without prior written authorization from OWNER. Unit Prices shall include costs for furnishing and installing all materials, labor, tools, equipment, and other incidental costs necessary to complete the specified operation. Unit Prices will be used to ADD/DEDUCT to the Contract cost where appropriate. The BIDDER agrees that in the event of any inconsistency between a Unit Price and the extension of a Unit Price in a Material Allowance, the Unit Price shall control, the Material Allowance extension shall be recalculated.

UNIT PRICE 1: BIDDER agrees to excavate and legally dispose of trench rock encountered and replace with compacted 2A modified natural stone. All rock must be identified and measured in situ by the Owner’s Representative prior to and during removal. Rock shall be removed by hydraulic or mechanical methods only; no blasting will be permitted.

The contract Unit Price per cubic yard for trench rock excavation by hydraulic or mechanical methods up to 100 cubic yards in one defined contiguous area is:

$__________ per cubic yard

UNIT PRICE 2: BIDDER agrees to excavate, remove, and legally dispose off-site, unstable materials encountered and replace with compacted 2A modified natural stone. All removal must be identified and measured in situ by the Owner’s Representative prior to and during removal.

BID FORM:

SECTION 00.4116 - 7

Quantity Allowance 12D: 100 hours of unit price 12D Work.

Quantity Allowance 12E: 100 hours of unit price 12E Work.

TOTAL ALL

ALLOWANCES)

TOTAL BASE BID (BASE BID PLUS ALL ALLOWANCES) $_______________

8. BIDDER accepts the provisions of the Agreement as to the liquidated damages in the event of failure to complete the Work by the dates and milestones defined in the Contract Documents.

9. In submitting this Bid, it is understood that the OWNER reserves the unrestricted right to reject any and all bids, or to waive any informalities or technicalities in said Bids.

10. BIDDER understands that OWNER reserves the right to consider Alternates Prices in determining the low bidder.

All Alternate Prices shall include costs for furnishing and installing all materials, labor, tools equipment, and other incidentals necessary to complete the specified operation in accordance with the Project Specifications and the manufacturer’s recommendations.

11. Accompanying this Bid is Security in the form of _________________________________ in the amount of ten percent (10%) of the total of the Base Bid and all possible add alternates.

SECTION 00.4116 - 6

UNIT PRICE 12D: BIDDER agrees to provide a journeyman electrician.

The fully burdened contract Unit Price per hour to provide a journeyman electrician is: $ _____________per hour

UNIT PRICE 12E: BIDDER agrees to provide a journeyman plumber.

The fully burdened contract Unit Price per hour to provide a journeyman plumber is: $____________per hour

7. PROJECT QUANTITY ALLOWANCES:

The Owner’s Representative must field measure and approve all allowance work prior to the Contractor performing the Work. Should the allowance amount be exceeded, the Contractor will be paid by Change Order addition at the Unit Price established for the related Work. Similarly, should the allowance used be less than the allowance amount, the Contractor will credit the OWNER for the unused quantity in accordance with the related Unit Price by a Change Order credit.

BIDDER agrees to include in the Base Bid Price, in addition to the Work shown on the Construction Documents the following:

Quantity Allowance 1: 50 cubic yards of unit price 1 Work.

Quantity Allowance 2: 50 cubic yards of unit price 2 Work.

Quantity Allowance 3A: 500 square feet of unit price 3A Work.

Quantity Allowance 3B: 800 Linear feet of unit price 3B Work.

Quantity Allowance 4: 200 square feet of unit price 4 Work.

Quantity Allowance 5: 5 each of unit price 5 Work.

Quantity Allowance 6: 200 pounds of unit price 6 Work.

Quantity Allowance 7: 500 square feet of unit price 7 Work.

Quantity Allowance 8: 2 switches of unit price 8 Work.

Quantity Allowance 9: 20 outlets of unit price 9 Work.

Quantity Allowance 10: 10 devices of unit price 10 Work.

Quantity Allowance 11: 2 each of unit price 11 Work.

Quantity Allowance 12A: 100 hours of unit price 12A Work.

Quantity Allowance 12B: 100 hours of unit price 12B Work.

Quantity Allowance 12C: 100 hours of unit price 12C Work.

PROJECT ALLOWANCES:

PROJECT REQUIREMENTS:

Commissioning & TAB

• General Commissioning Requirements, refer to Section 019113

• Contractors are responsible to assist and cooperate with the commissioning requirements and training of all the system they install.

IMPORTANT PROJECT INFORMATION:

Progress Meetings:

• The Project Manager will conduct progress meetings every two weeks.

• A superintendant’s progress meeting is required to be conducted weekly.

• All written communication will occur through email.

Permits/Fees:

• The Building Permit is being paid by the Owner. Contractors need to pay for and ob-tain contractor licenses, business privelage taxes and other fees from the Borough.

IMPORTANT PROJECT INFORMATION (cont.):

Temporary Facilities & Controls:

• See Section 015000 - Temporary Facilities and Controls

• Temporary electric service by EC.

• Trailers by GC for PM and all contractors provide their own trailer. EC to provide power and data to trailers.

• All utility costs for metered power and water will be paid by the Owner as outlined in the specifications.

Project Scheduling & Coordination:

• General Contractor is the scheduling coordinator and lead project coordinator.

• HVAC Contractor is the subordinate scheduling coordinator and is responsible for coordination between himself and the PC and EC.

• HVAC Contractor is responsible for preparation of BIM coordination drawings be-tween the above noted primes (PC, EC, etc. are to provide their information to the

HVAC Contractor in the model electronically).

• Monthly updates of project schedule required.

• All project milestones must be net.

Construction Testing & Inspections:

• All on site construction testing to be performed by Owner’s separate testing agency, unless indicated otherwise in the specs. Contractors must coordinate and cooperate.

• Pressure testing of pipes, ductwork testing, hydraulic testing, etc. is by contractors.

All scheduling is the responsibility of the contractors.

• All onsite inspections will be coordinated by the respective contractor. The Owner will be billed directly for these costs.

Electrical inspections

• Owner will hire separate Testing, Adjusting, and Balancing Professional.

BUILDING CONDITIONS:

GROUND FLOOR

0'-0"

SECOND FLOOR

13'-1 3/8"

THIRD FLOOR

24'-6 1/2"

ROOF

44'-0"

RIDGE

56'-0"

ATTIC

36'-8 1/2"

LOW ROOF

17'-6"

D

A3.03

A

A3.00

C

A3.02

B B BBBBBBBBB B

B B BBBBBBBBB B

A A100.B 100.A

SF1

SF3SF2

NEW ALUMINUM PARAPET GRAVEL

STOP

NEW ASPHALT ROOF SHINGLES, ICE &

WATER SHIELD MIN. 4-0" FROM EAVES ON

FELT UNDERLAYMENT - TYP.

EXISTING BRICK JACK ARCHED WINDOW

HEADS TO BE REPAIRED WHERE

SHOWING SIGNS INCLUDING BUT NOT

LIMITED TO WATER DAMAGE, AGE

RELATED DECAY, CHIPPING, AND/OR

DISRUPTION. CONTRACTOR TO V.I.F.

NEW ALUM CLAD WOOD WINDOW

UNITS W/ LOW-E GLAZING - TYPICAL.

REFER TO WINDOW SCHEDULE AND

DETAILS

EXISTING EXTERIOR BRICK TO BE

REPOINTED AND REPAIRED. SEE

STRUCTURAL DRAWINGS FOR EXTENTS

OF BRICK REPAIR.

EXISTING BRICK CORBELING TO BE

REPAIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION.

CONTRACTOR TO V.I.F. SEE STRUC.

DWG'S FOR MORE INFO

EXISTING STONE SILLS TO BE REPAIRED

AS REQUIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION.

CONTRACTOR TO V.I.F.

EXISTING HEADER COURSED BRICK

ARCHED WINDOW HEADS TO BE

REPAIRED AS REQUIRED

NEW ALUM CLAD WOOD WINDOW

UNITS W/ LOW-E GLAZING - TYPICAL.

REFER TO WINDOW SCHEDULE AND

DETAILS

EXISTING STONE SILLS TO BE REPAIRED

WHERE SHOWING SIGNS INCLUDING BUT

NOT LIMITED TO WATER DAMAGE, AGE

RELATED DECAY, CHIPPING, AND/OR

DISRUPTION. CONTRACTOR TO V.I.F.

EXISTING WOOD CORNICE TO BE

REPAIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION.

CONTRACTOR TO V.I.F.

NEW ALUMINUM ENTRANCE DOOR AND

STOREFRONT W/ LOW-E GLAZING

REFER TO DOOR SCHEDULE

REPLACEMENT ALUMINUM ENTRANCE

DOOR AND STOREFRONT W/ LOW-E

GLAZING REFER TO DOOR SCHEDULE

TOOTHE IN NEW BRICK VENEER TO

EXISTING BELOW STOREFRONT AS

SELECTED BY ARCHITECT

TOOTHE IN NEW BRICK VENEER TO

EXISTING BELOW STOREFRONT AS

SELECTED BY ARCHITECT

TOOTHE IN NEW BRICK VENEER TO

EXISTING BELOW STOREFRONT AS

SELECTED BY ARCHITECT

TOOTHE IN NEW BRICK VENEER TO

EXISTING BELOW STOREFRONT AS

SELECTED BY ARCHITECT

REPLACEMENT ALUMINUM

STOREFRONT W/ LOW-E GLAZING

REFER TO DOOR SCHEDULE

REPLACEMENT ALUMINUM

STOREFRONT W/ LOW-E GLAZING

REFER TO DOOR SCHEDULE

REPLACEMENT ALUM CLAD WOOD

WINDOW UNITS W/ LOW-E GLAZING -

TYPICAL. REFER TO WINDOW

SCHEDULE AND DETAILS

EXISTING BRICK JACK ARCHED WINDOW

HEADS TO BE REPAIRED WHERE

SHOWING SIGNS INCLUDING BUT NOT

LIMITED TO WATER DAMAGE, AGE

RELATED DECAY, CHIPPING, AND/OR

DISRUPTION. CONTRACTOR TO V.I.F.

EXISTING WOOD CORNICE TO BE REPAIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION. CONTRACTOR TO V.I.F.

EXISTING EXTERIOR BRICK TO BE

REPOINTED AND REPAIRED. SEE

STRUCTURAL DRAWINGS FOR EXTENTS

OF BRICK REPAIR.

EXISTING EXTERIOR BRICK TO BE

REPOINTED AND REPAIRED. SEE

STRUCTURAL DRAWINGS FOR EXTENTS

OF BRICK REPAIR.

EXISTING ARCHED PARAPET TO BE

REPAIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION TP THE

EXTERIOR BRICK AND RUBBER ROOF

SYSTEM. REMOVE AND REPLACE METAL

COPING. CONTRACTOR TO V.I.F.

METER BOX

EXISTING STONE SILLS TO BE REPAIRED

WHERE SHOWING SIGNS INCLUDING

BUT NOT LIMITED TO WATER DAMAGE,

AGE RELATED DECAY, CHIPPING,

AND/OR DISRUPTION. CONTRACTOR TO

V.I.F.

SF2

11'-8" 11'-8"

A5.01

THIRD FLOOR

SECOND FLOOR

GROUND FLOOR

BASEMENT

ROOF

GENERAL NOTES - EXTERIOR ELEVATIONS

1. CLEAN ALL EXISTING BRICK, SILLS, AND CORNICES.

2. CLEAN, REPOINT, AND REPLACE EXISTING EXTERIOR BRICK.

3. TOOTH-IN NEW BRICK IN AREAS AS INDICATED ON STRUCTURAL DRAWINGS. COLOR, FINISH AND

MORTAR TO MATCH EXISTING BRICK.

4. REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR MORE INFORMATION ON BRICK REPAIRS PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O

PY

RI

GH

T

AL

LO

Y5

A

RC

H

IT

EC

TU

RE

CIVIL:

MEPF:

ARCHITECT:

STRUCTURAL:

ALLOY5

ARCHITECTURE

NOT FOR

CONSTRUCTION

As indicated

8/ 3/

:1

2:

P M

A2 .0

2026.08.03

ZH/JG

RG

22-0047

EXTERIOR ELEVATION

- SOUTH

DUNMORE CARPET

FACTORY

RENOVATIONS

DUNMORE LOFTS @ 105 CORNER STREET

DUNMORE, PA 18512

GPI

SMITH MILLER

ASSOCIATES

designBLD

HOOFTY HOLDINGS

1 E BROAD STREET, BETHLEHEM, PA 18018

1/4" = 1'-0"

1 SOUTH ELEVATION

NO. ISSUE DESCRIPTION DATE

1 EXTERIOR PACKAGE 2023.06.30

2 ISSUE FOR PERMIT 2025.12.23

ELEVATIONS:

GROUND FLOOR

0'-0"

SECOND FLOOR

13'-1 3/8"

THIRD FLOOR

24'-6 1/2"

ROOF

44'-0"

RIDGE

56'-0"

ATTIC

36'-8 1/2"

LOW ROOF

17'-6"

B E

A3.04

B

A3.01

CC

NEW ALUMINUM PARAPET GRAVEL

STOP

NEW ASPHALT ROOF SHINGLES, ICE &

WATER SHIELD MIN. 4-0" FROM EAVES ON

FELT UNDERLAYMENT - TYP.

EXISTING EXTERIOR BRICK TO BE

REPOINTED AND REPAIRED. SEE

STRUCTURAL DRAWINGS FOR EXTENTS

OF BRICK REPAIR.

EXISTING BRICK CORBELING TO BE

REPAIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION.

CONTRACTOR TO V.I.F. SEE STRUC.

DWG'S FOR MORE INFO

EXISTING HEADER COURSED BRICK

ARCHED WINDOW HEADS TO BE

REPAIRED AS REQUIRED

EXISTING STONE SILLS TO BE REPAIRED

AS REQUIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION.

CONTRACTOR TO V.I.F.

NEW SIDING - FIBER CEMENT PLANK OR

APPROVED EQUAL

NEW ALUM CLAD WOOD WINDOW UNITS W/

LOW-E GLAZING - TYPICAL. REFER TO

WINDOW SCHEDULE AND DETAILS

EXISTING EXTERIOR BRICK TO BE

REPOINTED AND REPAIRED. SEE

STRUCTURAL DRAWINGS FOR EXTENTS

OF BRICK REPAIR.

EXISTING EXTERIOR BRICK TO BE

REPOINTED AND REPAIRED. SEE

STRUCTURAL DRAWINGS FOR EXTENTS

OF BRICK REPAIR.

EXISTING ARCHED PARAPET TO BE

REPAIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION TP THE

EXTERIOR BRICK AND RUBBER ROOF

SYSTEM. REMOVE AND REPLACE METAL

COPING. CONTRACTOR TO V.I.F.

NEW ALUMINUM PARAPET GRAVEL

STOP

EXISTING STONE FOUNDATION TO BE REPARIED

AT THIS LOCATION, SEE STRUC. DWG.'S FOR

MORE INFO

EXISTING CEMENT PARGE TO

BE REMOVED. NEW BRICK TO

BE TOOTHED IN.

EXISTING CEMENT PARGE TO

BE REMOVED. NEW BRICK TO

BE TOOTHED IN.

EXISTING BRICK CORBELING TO BE

REPAIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION.

CONTRACTOR TO V.I.F. SEE STRUC.

DWG'S FOR MORE INFO

EXISTING BRICK CORBELING TO BE

REPAIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION.

CONTRACTOR TO V.I.F. SEE STRUC.

DWG'S FOR MORE INFO

EXISTING BRICK CORBELING TO BE

REPAIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION.

CONTRACTOR TO V.I.F. SEE STRUC.

DWG'S FOR MORE INFO

NEW ATTIC GABLE VENTS

NEW WOOD FASCIA - COMPOSITE TRIM

RE-FLASH EXISTING ROOF VENTILATORS

WHERE HOWING SIGNS INCLUDING BUT

NOT LIMITED TO WATER DAMAGE, AGE

RELATED DECAY, CHIPPING, AND/OR

DISRUPTION. CONTRACTOR TO V.I.F

RELOCATED GAS METER

EXTERIOR SIGNAGE ON STEEL SIGN

BACKING. SEE SIGNAGE SCHEDULE

EXTERIOR SIGNAGE ON STEEL SIGN

BACKING. SEE SIGNAGE SCHEDULE

THIRD FLOOR

SECOND FLOOR

GROUND FLOOR

BASEMENT

ROOF

GENERAL NOTES - EXTERIOR ELEVATIONS

1. CLEAN ALL EXISTING BRICK, SILLS, AND CORNICES.

2. CLEAN, REPOINT, AND REPLACE EXISTING EXTERIOR BRICK.

3. TOOTH-IN NEW BRICK IN AREAS AS INDICATED ON STRUCTURAL DRAWINGS. COLOR, FINISH AND

MORTAR TO MATCH EXISTING BRICK.

4. REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR MORE INFORMATION ON BRICK REPAIRS PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O

PY

RI

GH

T

AL

LO

Y5

A

RC

H

IT

EC

TU

RE

CIVIL:

MEPF:

ARCHITECT:

STRUCTURAL:

ALLOY5

ARCHITECTURE

NOT FOR

CONSTRUCTION

As indicated

8/ 3/

:1

2:

P M

A2 .0

2026.08.03

ZH/JG

RG

22-0047

EXTERIOR ELEVATION

- WEST

DUNMORE CARPET

FACTORY

RENOVATIONS

DUNMORE LOFTS @ 105 CORNER STREET

DUNMORE, PA 18512

GPI

SMITH MILLER

ASSOCIATES

designBLD

HOOFTY HOLDINGS

1 E BROAD STREET, BETHLEHEM, PA 18018

1/4" = 1'-0"

1 WEST ELEVATION

NO. ISSUE DESCRIPTION DATE

1 EXTERIOR PACKAGE 2023.06.30

GROUND FLOOR

0'-0"

SECOND FLOOR

13'-1 3/8"

BASEMENT

-10'-0"

THIRD FLOOR

24'-6 1/2"

ROOF

44'-0"

RIDGE

56'-0"

ATTIC

36'-8 1/2"

LOW ROOF

17'-6"

D

A3.03

A

A3.00

C

A3.02

BBB B B B B B B B

C C

BBB B B B B B

B B B B B B B

B B

B B

B B

NEW ALUMINUM PARAPET GRAVEL

STOP

NEW ASPHALT ROOF SHINGLES, ICE &

WATER SHIELD MIN. 4-0" FROM EAVES ON

FELT UNDERLAYMENT - TYP.

EXISTING HEADER COURSED BRICK

ARCHED WINDOW HEADS TO BE

REPAIRED AS REQUIRED

NEW ALUM CLAD WOOD WINDOW

UNITS W/ LOW-E GLAZING - TYPICAL.

REFER TO WINDOW SCHEDULE AND

DETAILS

EXISTING EXTERIOR BRICK TO BE

REPOINTED AND REPAIRED. SEE

STRUCTURAL DRAWINGS FOR EXTENTS

OF BRICK REPAIR.

EXISTING BRICK CORBELING TO BE

REPAIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION.

CONTRACTOR TO V.I.F. SEE STRUC.

DWG'S FOR MORE INFO

EXISTING STONE SILLS TO BE REPAIRED

AS REQUIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION.

CONTRACTOR TO V.I.F.

EXISTING HEADER COURSED BRICK

ARCHED WINDOW HEADS TO BE

REPAIRED AS REQUIRED

NEW ALUM CLAD WOOD WINDOW

UNITS W/ LOW-E GLAZING - TYPICAL.

REFER TO WINDOW SCHEDULE AND

DETAILS

EXISTING STONE SILLS TO BE REPAIRED

AS REQUIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION.

CONTRACTOR TO V.I.F.

CMU INFILL AT EXISTING DOOR OPENING,

SEAL BETWEEN CMU AND EXSITING BRICK,

SEE STRUC. DWG.'S FOR MORE INFO

EXISTING EXTERIOR BRICK TO BE

REPOINTED AND REPAIRED. SEE

STRUCTURAL DRAWINGS FOR EXTENTS

OF BRICK REPAIR.

EXISTING EXTERIOR BRICK TO BE

REPOINTED AND REPAIRED. SEE

STRUCTURAL DRAWINGS FOR EXTENTS

OF BRICK REPAIR.

EXISTING CHAIN LINK FENCE

EXISTING EXTERIOR BRICK TO BE

REPOINTED AND REPAIRED. SEE

STRUCTURAL DRAWINGS FOR EXTENTS

OF BRICK REPAIR.

NEW OVERHEAD ROLLER ACCESS DOOR TO

BASEMENT W/ EGRESS MAN DOOR

EXISTING STONE FOUNDATION TO BE

REPARIED AT THIS LOCATION, SEE

STRUC. DWG.'S FOR MORE INFO

EXISTING STONE FOUNDATION TO BE

REPARIED AT THIS LOCATION, SEE

STRUC. DWG.'S FOR MORE INFO

EXIST. STEEL LINTEL

THIRD FLOOR

SECOND FLOOR

GROUND FLOOR

BASEMENT

ROOF

GENERAL NOTES - EXTERIOR ELEVATIONS

1. CLEAN ALL EXISTING BRICK, SILLS, AND CORNICES.

2. CLEAN, REPOINT, AND REPLACE EXISTING EXTERIOR BRICK.

3. TOOTH-IN NEW BRICK IN AREAS AS INDICATED ON STRUCTURAL DRAWINGS. COLOR, FINISH AND

MORTAR TO MATCH EXISTING BRICK.

4. REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR MORE INFORMATION ON BRICK REPAIRS PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O

PY

RI

GH

T

AL

LO

Y5

A

RC

H

IT

EC

TU

RE

CIVIL:

MEPF:

ARCHITECT:

STRUCTURAL:

ALLOY5

ARCHITECTURE

NOT FOR

CONSTRUCTION

As indicated

8/ 3/

:1

2:

P M

A2 .0

2026.08.03

ZH/JG

RG

22-0047

EXTERIOR ELEVATION

- NORTH

DUNMORE CARPET

FACTORY

RENOVATIONS

DUNMORE LOFTS @ 105 CORNER STREET

DUNMORE, PA 18512

GPI

SMITH MILLER

ASSOCIATES

designBLD

HOOFTY HOLDINGS

1 E BROAD STREET, BETHLEHEM, PA 18018

1/4" = 1'-0"

1 NORTH ELEVATION

NO. ISSUE DESCRIPTION DATE

1 EXTERIOR PACKAGE 2023.06.30

GROUND FLOOR

0'-0"

SECOND FLOOR

13'-1 3/8"

THIRD FLOOR

24'-6 1/2"

ROOF

44'-0"

RIDGE

56'-0"

ATTIC

36'-8 1/2"

LOW ROOF

17'-6"

A B

E

A3.04

B

A3.01

C C

C

NEW ALUMINUM PARAPET GRAVEL

STOP

NEW ASPHALT ROOF SHINGLES, ICE &

WATER SHIELD MIN. 4-0" FROM EAVES ON

FELT UNDERLAYMENT - TYP.

NEW SIDING - FIBER CEMENT PLANK OR

APPROVED EQUAL

EXISTING EXTERIOR BRICK TO BE

REPOINTED AND REPAIRED. SEE

STRUCTURAL DRAWINGS FOR EXTENTS

OF BRICK REPAIR.

EXISTING ARCHED PARAPET TO BE

REPAIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION TP THE

EXTERIOR BRICK AND RUBBER ROOF

SYSTEM. REMOVE AND REPLACE METAL

COPING. CONTRACTOR TO V.I.F.

EXISTING BRICK CORBELING TO BE

REPAIRED WHERE SHOWING SIGNS

INCLUDING BUT NOT LIMITED TO WATER

DAMAGE, AGE RELATED DECAY,

CHIPPING, AND/OR DISRUPTION.

CONTRACTOR TO V.I.F. SEE STRUC.

DWG'S FOR MORE INFO

NEW ATTIC GABLE VENTS

NEW COMPOSITE TRIM FASCIA

RE-FLASH EXISTING ROOF VENTILATORS

WHERE SHOWING SIGNS INCLUDING

BUT NOT LIMITED TO WATER DAMAGE,

AGE RELATED DECAY, CHIPPING,

AND/OR DISRUPTION. CONTRACTOR TO

V.I.F

EXISTING HEADER COURSED BRICK

ARCHED WINDOW HEADS TO BE

REPAIRED AS REQUIRED

EXISTING STONE SILLS TO BE REPAIRED

AS REQUIRED - TYPICAL

NEW ALUM CLAD WOOD WINDOW UNITS W/ LOW-E GLAZING -

TYPICAL. REFER TO WINDOW SCHEDULE AND DETAILS

EXISTING EXTERIOR BRICK TO BE

REPOINTED AND REPAIRED. SEE

STRUCTURAL DRAWINGS FOR EXTENTS

OF BRICK REPAIR.

NEW ALUMINUM PARAPET GRAVEL

STOP

EXISTING STONE FOUNDATION TO BE

REPARIED AT THIS LOCATION, SEE

STRUC. DWG.'S FOR MORE INFO

EXISTING BRICK CORBELING TO BE

REPAIRED WHERE SHOWING SIGNS OF

DAMAGE OR WEAR. SEE STRUC. DWG'S

FOR MORE INFO

INFILL OPENING W/ NEW BRICK

NEW ALUM CLAD WOOD WINDOW

UNITS W/ LOW-E GLAZING - TYPICAL.

REFER TO WINDOW SCHEDULE AND

DETAILS

NEW ALUMINUM STOREFRONT SYSTEM

W/ LOW-E GLAZING

SF4

THIRD FLOOR

SECOND FLOOR

GROUND FLOOR

BASEMENT

ROOF

GENERAL NOTES - EXTERIOR ELEVATIONS

1. CLEAN ALL EXISTING BRICK, SILLS, AND CORNICES.

2. CLEAN, REPOINT, AND REPLACE EXISTING EXTERIOR BRICK.

3. TOOTH-IN NEW BRICK IN AREAS AS INDICATED ON STRUCTURAL DRAWINGS. COLOR, FINISH AND

MORTAR TO MATCH EXISTING BRICK.

4. REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR MORE INFORMATION ON BRICK REPAIRS PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O

PY

RI

GH

T

AL

LO

Y5

A

RC

H

IT

EC

TU

RE

CIVIL:

MEPF:

ARCHITECT:

STRUCTURAL:

ALLOY5

ARCHITECTURE

NOT FOR

CONSTRUCTION

As indicated

8/ 3/

:1

2:

P M

A2 .0

2026.08.03

ZH/JG

RG

22-0047

EXTERIOR ELEVATION

- EAST

DUNMORE CARPET

FACTORY

RENOVATIONS

DUNMORE LOFTS @ 105 CORNER STREET

DUNMORE, PA 18512

GPI

SMITH MILLER

ASSOCIATES

designBLD

HOOFTY HOLDINGS

1 E BROAD STREET, BETHLEHEM, PA 18018

1/4" = 1'-0"

1 EAST ELEVATION

NO. ISSUE DESCRIPTION DATE

1 EXTERIOR PACKAGE 2023.06.30

• Construction Waste Management

All Primes are to comply with procedures to remove waste or demo materials from site for recycling or disposal.

• Prevailing Wage

• This Project is the recipient of the Redevelopment Assistance Capital Program

(RACP) Grant as administered by the Commonwealth of Pennsylvania Office of the

Budget (OB). Bidders are notified that Projects funded by state funds are subject to various qualifications, restrictions, and special requirements.

Please see Specification Section 013300 - Submittal Procedures for steel submit-tal requirements.

IMPORTANT PROJECT INFORMATION

REMINDERS:

QUESTIONS/COMMENTS FROM ATTENDEES?