5-2026-09-14 - Dunmore Carpet Factory Renovation - Add 02.pdf

ADDENDUM #02

ALLOY5, LLC

530 WEST BROAD STREET

BETHLEHEM, PA 18018

WWW.ALLOY5.COM

PROJECT: DUNMORE CARPET FACTORY RENOVATION AND SITE WORK PROJECT

BIDS DUE TO: PennBid

BIDS DUE: TUESDAY, SEPTEMBER 29TH, 2026 @ 2:00 P.M. PREVAILING TIME

DATE: MONDAY, SEPTEMBER 14, 2026

The following clarifications, amendments, additions, deletions, revisions and modifications in this Addendum forms a part of the Contract Documents and modifies the original Bidding Documents as noted below. This addendum must be acknowledged in the form of proposal in the space provided for this purpose. Failure to acknowledge this addendum may subject the Bidder to disqualifications.

GENERAL

1. The deadline for bids has been extended until Tuesday, September 29, 2026 at 2:00 P.M.

2. All environmental items will be addressed in advance of the renovation work. Should a contractor encounter any conditions that may require environmental intervention, they are to notify Owner immediately and take the necessary precautions.

3. Contractors shall follow all OSHA Lead in Construction Language. Document outlining that language included in this addendum.

4. Contractors shall follow all Asbestos Roof Exemption with EPA NESHAP Standards. This outlines keeping asbestos roofs non-friable and non-regulated. Document outlining those standards as well as a document with a summary of the regulations is attached to this addendum.

DRAWINGS

Revised Drawings

1. A0.00

2. A0.01

3. A1.00

4. A1.01

5. A1.02

6. A1.03

7. A1.22

8. A1.23

9. A2.01

10. A2.02

11. A2.03

12. A6.20

13. M205

New Drawings

1. A903

SPECIFICATIONS

New Specification Sections:

Revised Specification Sections:

1. 004116 – GC BID FORM

Questions:

2.1 Can you clarify the thickness and material of the duct insulation? Also, if each is internal or external.

Answer: Ductwork insulation must meet latest edition of IECC (2024, unless built in 2027, then 2027) The following requirements supplement this, i.e., ductwork insulation shall also be, at minimum:

• Outdoor (outside the building thermal envelope) ductwork shall be insulated with a continuous vapor barrier on the "warm side"

• Ductwork shall be insulated with a minimum of R-6 insulation where located within unconditioned spaces

• Ductwork shall be insulated with a minimum of R-12 insulation where located outside the building thermal envelope

• Supply and return ductwork shall be insulated with:

o 2" thick fiberglass with a minimum of R-6 insulation and FRK vapor barrier wrap

• Outdoor air ductwork shall be insulated with:

o 2" rigid fiberglass board with a minimum of R-8 insulation and a white vapor barrier on the exterior surface

• Mixed air ductwork shall be insulated with:

o 1" flexible elastomer cellular insulation

• Kitchen grease ductwork shall be insulated with:

o 2-hour rated incombustible hydrous calcium silicate, made from lime, silica, and reinforcing fibers

• Flexible ductwork shall be insulated with:

o Flexible fiberglass insulation, enclosed by seamless aluminum pigmented vapor barrier jacket o Flexible duct connectors shall be insulated with fibrous-glass insulation and polyethylene vapor barrier film of equal R-value to the ductwork connected to it

• Ductwork shall contain 1" thick lining for a minimum of 10'-0" from:

o The supply air discharge of any AHU, ERU or V, or BC o The return air inlet of any AHU, ERU or V, or BC o Lining shall be flexible glass fiber and are a separate requirement from the thermal insulation requirements o For ERUs, lining may terminate after the first elbow or tee o Bathroom exhaust fans do not require lining in their exhaust ductwork

2.2 Alternate #4: What would deleting all fit out of the first floor mean? What would the scope entail? Please provide more details.

Answer: Alternate #4 removes all power and lighting scope from the first floor tenant areas. Power and lighting scope will remain for public entrance, stairwell, and mailroom.

2.3 Reference plan #701: On some panel schedules, “spare” is listed on panel schedule, but no size is given. Is the “spare” meant to say “space”?

Answer: For panel ‘OP2’, provide single pole, 20A spare circuit breakers for circuits 24 through 42.

2.4 Drawing referenced E304: Fire alarm devices are missing on the 3rd Floor plan. Please advise.

Answer: This is a view range issue is Revit. Fire alarm devices on the 3rd Floor closely mirror the 2nd Floor with an extra smoke detector and alarm device in the public hallway. Revision drawings to be provided.

2.5 Backsplash tile for Kitchenettes, room finish schedule list CWT-02 but elevations on A-7.00 and A-7.01 calls for CWT-01 which is required, also does the tile go behind the refrigerator and stove?

Answer: CWT-01 to be used as the backsplash in the Kitchenettes. Tile not required behind the refrigerator and stove.

2.6 For Tile Mark PFT-01 and PFT-02, we need to know the required tile size; nothing is listed on the Interior Finish legend on A1.50.

Answer: Both PTF-01 and PFT-02 to be 12” x 12”

2.7 PFT-01 is listed for base in Level 1 Room Finish Schedule for rooms 107, 109, 110 what is required?

Answer:

2.8 Sheet A1.01 show gas meter relocation but nothing more on civil, can you please clarify scope.

Answer: There is no longer any gas fired equipment, no gas service needed.

2.9 New electric service is shown going in to new parking lot but the pole location is not shown, please clarify.

Answer: The proposed electrical service pole location is not fixed and must be field-coordinated directly with the utility provider. Contractor shall confirm the final pole placement and point of connection with the utility representative prior to installation.

There is an active PPL work order # regarding this pole and line work: #14810130.

Provide alternate to feed the new electrical service from the existing pole location. The image below shows the pole that feeds the existing electrical service at the site.

2.10 New electric service and removable bollards are set to be in sidewalk area and are not shown on civil plans, please clarify.

Answer: The location of the new electric service and removable bollards shown within the sidewalk area must be coordinated with both the Architect and Owner. For reference, an alternate location for the new service meter stack is provided on drawing

E301. Contractor shall provide an alternate route to feed the meter stack located in the basement. Note that locating the meter stack indoors requires written pre-approval from PPL’s Supervisor of Metering Services per PPL REMSI Rule 13, as well as safe, unimpeded access to the basement for PPL personnel (via direct exterior entry or an approved key box). Coordinate final placement across civil, architectural, and electrical scopes to eliminate sidewalk conflicts prior to rough-in.

2.11 Please provide details on removable bollards.

Answer: Removable bollards are to be installed per PPL requirements. Details are found in PPL CRS 6-17-122-G .

2.12 Is there a preferred Automatic Temperature Control Vendor, or is it open to bid?

Answer: The controls should be compatible with HVAC equipment, preferably the same manufacturer for both, but there is no preferred vendor.

2.13 There is a reference to a Phase 1 Report and reference to neutralizing concrete surfaces after mastic abatement – but I do not see an abatement spec or the Phase 1 Report. Can you please clarify

Answer: The phase 1 report items have been addressed and some miscellaneous items are in the process of being addressed by the Owner.

2.14 Can you please confirm if the Pella Aluminum-Clad Wood Interior window (or approved equal) is correct?

Answer: The “Architect Series from Pella has been discontinued. The Pella “Reserve Series” is to be used.

Language for NESHAP Interpretative Rule Governing Roof Removal Operations

EPA’s National Emissions Standard for Hazardous Air Pollution (NESHAP), 40 CFR Part 763 classifies asbestos as either friable or nonfriable asbestos containing materials (ACM). Friable

ACM is ACM that, when dry, can be crumbled, pulverized or reduced to powder by hand pressure. Nonfriable ACM is ACM that, when dry, cannot be crumbled, pulverized or reduced by powder by hand pressure.

Nonfriable material is further classified as either Category I or Category II ACM. Asphalt roofing is categorized as Category I which includes built-up roofing, asphalt-containing single ply membrane systems, asphalt shingles, asphalt-containing underlayment felts, asphalt-containing roof coatings and mastics, asphalt containing base flashings, bituminous or resinous binders (coal tars and pitches).

If Category I roofing material is being removed using either manual methods (axe, roof plow, man-bars) or slicing, the material is considered nonfriable and can be abated as follows:

1. No asbestos abatement notification is needed.

2. The roof can be removed by non-asbestos certified roofers. (NOTE: The roofers must have asbestos awareness training to come into contact with the roofing material)

3. The roofing material can be placed into carts unwrapped and placed in a chute to load into the waste can.

4. The waste can be disposed of as construction and demolition (C&D) debris.

5. Asbestos air monitoring is not required.

The above listed is also consistent with the Merck Asbestos O&M program.

If at any time during the roof removal operations shifts from nonfriable to friable operations, the project must stop, with a notification filed, asbestos trained workers utilized and the waste to be bagged in two layers of 6 mil poly and disposed of in a certified asbestos landfill. Roofing which is cut, sanded, grinded, or abraded using a rotating blade (RB) roof cutter is considered friable asbestos, including hand saw, reciprocating saw, or rotary blade (circular saw). For purposes of this Interpretative Rule, “RB Roof Cutter” means an engine powered roof cutting machine with one or more rotating cutting blades, the edges which are blunt.

EPA has determined that where a rotating blade (RB) roof cutter or equipment that similarly damages the roofing material is used to remove Category I non friable asbestos-containing roofing material, the removal of 5580 ft2 of that material will create 160 ft2 of regulated asbestos containing material (RACM).

Therefore, it is EPA’s interpretation that when an RB roof cutter or equipment that similarly damages the roofing, material is used to remove Category I nonfriable asbestos-containing roofing material, any project that is 5580 ft2 or greater is subject to the NESHAP ; conversely, it is EPA’s interpretation that when an RB roof cutter or equipment that similarly damages the roofing materials used to remove Category I nonfriable asbestos-containing roofing material in a roof removal project that is less than 5580 ft2, the project is not subject to NESHAP, except that notification is always required for demolitions. EPA further construes, the NESHAP to mean that if slicing or other methods do not sand, grind, cut or abrade will be used on Category I nonfriable

ACM, the NESHAP does not apply, regardless of the area of roof to be removed.

Language for lead-based paint in construction:

The US EPA and Department of Housing and Urban Development (HUD) define lead-based paint as any “paint or surface coating that contains lead equal to or exceeding one milligram per square centimeter (1.0 mg/cm2) or 0.5% by weight.” However, the OSHA lead in construction standard (29 CFR, Part 1926.62) applies to all construction work where an employee may be occupationally exposed to lead, regardless of the amount of lead in the paint or other material to be disturbed. Whenever lead is detected in paint even if at very low levels, the employer must at a minimum conduct an exposure assessment to determine if employees may be exposed above

OSHA’s action level or Permissible Exposure Limit (PEL). If exposures could exceed these limits, then additional requirements of the OSHA standard apply.

For certain higher-risk activities such as welding or abrasive blasting on surfaces with lead-containing coatings, the employer must assume exposure limits will be exceeded and implement controls until and unless project-specific data show otherwise. When lead concentrations in paint are very low (i.e., less than 0.1 %), and only lower-risk activities such as manual demolition of painted building components are performed, it is unlikely that the OSHA exposure limits will be exceeded. However, it is the employer’s responsibility to assess this risk based on their means and methods.

Safe work practices such as those outlined in the EPA’s standard titled “Lead-Based Paint

Poisoning Prevention in Certain Residential Structures” (40 CFR Part 745) should be followed when disturbing surfaces painted with lead-containing paint. This standard only applies to child occupied (target) housing, and typically does not apply to industrial or commercial facilities.

However, it is referenced as good practice. The EPA standard addresses isolating the area and using HEPA vacuums to control lead dust. It also prohibits the use of open flame burning, machine sanding, grinding, or blasting without a HEPA-equipped exhaust.

Waste including lead-based or lead-containing paint should characterized for waste disposal using the EPA Toxicity Characteristic Leaching Procedure (TCLP) to determine if it exceeds the

EPA limit for lead under RCRA (40 CFR Part 261). Waste containing 0.01 or more percent lead by weight (total constituent analysis) could exceed the EPA limit of 5 mg/L in leachate by TCLP testing.

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

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.

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.

ALTERNATE No. 5: The Bidder shall state the cost to be DELETED from the Base Bid amount for demolishing and deleting all fit out of Conference Room 117.

ALTERNATE No. 6: The Bidder shall state the cost to be ADDED to the Base Bid amount for demolishing and replacing all interior stairs and hand rails.

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

SECTION 00.4116 - 4

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.

The contract Unit Price per cubic yard for unsuitable soil removal and replacement with compacted 2A modified natural stone up to 100 cubic yards in one defined contiguous area is:

$__________ per cubic yard

UNIT PRICE 3A: BIDDER agrees to replace existing exterior face brick or concrete masonry by removal and replacement:

The contract Unit Price per square foot to replace existing exterior face brick or concrete masonry per square foot is: $_______ per square foot

UNIT PRICE 3B: BIDDER agrees to repoint existing exterior face brick or concrete masonry mortar joints:

The contract Unit Price per linear foot to repoint existing exterior face brick or concrete masonry mortar joints is: $_______ per linear foot

UNIT PRICE 4: BIDDER agrees to provide exterior concrete sidewalk or flatwork including excavation and consisting of 6" 2A modified stone base and 6" concrete:

The contract Unit Price per square foot to provide exterior concrete sidewalk or flatwork including excavation is: $__________ per sq. foot

UNIT PRICE 5: BIDDER agrees to provide carbon dioxide and/or humidity sensors including wiring and programming for the following Unit Price:

SECTION 00.4116 - 5

The contract Unit Price each to provide carbon dioxide and/or humidity sensors including wiring and programming is:

$________________each

UNIT PRICE 6: BIDDER agrees to provide insulated galvanized steel ductwork including hangers and accessories at the following Unit Price:

The contract Unit Price per pound to provide insulated galvanized steel ductwork including hangers and accessories is:

$___________ per pound

UNIT PRICE 7: BIDDER agrees to provide fiberglass duct insulation at the following Unit Price:

The contract Unit Price per square foot to provide fiberglass duct insulation is: $___________ per sq. ft.

UNIT PRICE 8: BIDDER agrees to provide a 100 AMP, 3-pole electrical fused switch with 200 feet of (3) #1, #6G - 1 ½ EMT.

The contract Unit Price to provide a 100 AMP, 3-pole electrical fused switch with 200 feet of (3) #1, #6G - 1 ½ EMT is:

$____________ per switch

UNIT PRICE 9: BIDDER agrees to provide an additional duplex receptacle and 20A circuit, including 20/1 circuit breaker, box, faceplate, and 100' one-way circuit distance.

The contract Unit Price each to provide an additional duplex receptacle and 20A circuit, including 20/1 circuit breaker, box, faceplate and 100' one-way circuit distance is:

$____________ per outlet

UNIT PRICE 10: BIDDER agrees to provide an additional system smoke detector device including 200' of wire, accessories, and installation.

The contract Unit Price each to provide an additional system smoke detector including up to 200’ of wiring, accessories, and installation is:

$___________ per device

UNIT PRICE 11: BIDDER agrees to provide a new 3″ roof drain including 100 SF of 4″ PVC Piping and clean out.

The contract Unit Price each to provide a 3″ floor cleanout is: $____________ per unit

UNIT PRICE 12A: BIDDER agrees to provide a Laborer Carpenter at the following Unit Price:

The fully burdened contract Unit Price per hour to provide a Carpenter is:

$ __________ per hour

UNIT PRICE 12B: BIDDER agrees to provide a journeyman roofer at the following Unit Price:

SECTION 00.4116 - 6

The fully burdened contract Unit Price per hour to provide a roofer is: $__________ per hour

UNIT PRICE 12C: BIDDER agrees to provide a journeyman sheet metal worker at the following Unit Price:

The fully burdened contract Unit Price per hour to provide a journeyman sheet metal worker is:

$_____________ per hour

SECTION 00.4116 - 7

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.

SECTION 00.4116 - 8

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 - 9

In witness whereof, the undersigned has caused this Proposal to be executed this ______day of __________ 20______.

INDIVIDUAL, PARTNERSHIP OR CORPORATION

(Firm Name)

By _____________________________________________________________________________________

(Signature)

Print or Type Name of Person Authorized to Sign Title

State of Incorporation ____________________________________________________________

Business Address ____________________________________________________________

Business Telephone Number (________) __________________________________________________

Cellular Number (________) __________________________________________________

Email Address* ____________________________________________________________ *Provide email address(es) for Notices

Attest by Corporate Seal

Print or Type Name of Person

UP

9 9

ALL INTERIOR STRUCTURAL

COLUMNS TO REMAIN, TYPICAL

9 9 9 9 9 9

9 9

EXISTING BRICKWORK TO BE REPAIRED AND / OR

REPLACED, REFER TO EXTERIOR ELEVATIONS

FOR MORE INFORMATION, TYPICAL ALL EXTERIOR

WALLS

4 4 4EXISTING STRUC. PIPE

COLUMNS TO REMAIN

EXISTING STRUC. PIPE

COLUMNS TO REMAIN

11 11

TYPICAL

TYPICAL

TYPICAL

ALL INTERIOR STRUCTURAL BEAMS

TO REMAIN, TYPICAL

TYPICAL

TYPICAL

THROUGHOUT

20 TYPICAL

TYPICAL

TYPICAL

THROUGHOUT

26 26 2626 26

TYPICAL

THROUGHOUT

TYPICAL

OPEN TO

FLOOR BELOW

TYPICAL

THROUGHOUT

DENOTES EXISTING

CONCRETE TOPPING

EXISTING CONCRETE STEP TO BE

REPLACED TO MEET CURRENT CODE

EXISTING GAS METER TO BE

RELOCATED TO PROPOSED PARKING

LOT, SEE A1.01 FLOOR PLAN

EX.

SAN.

EX.

RWD.

EX.

RWD.

EX.

SAN.

EXISTING TROUGH TO BE

INFILLED

THIRD FLOOR

SECOND FLOOR

GROUND FLOOR

BASEMENT

ROOF

GENERAL DEMOLITION NOTES

1. DEMOLITION DRAWINGS AND KEYED DEMOLITION NOTES ARE FOR CONTRACTOR'S

CONVENIENCE ONLY. THE CONTRACTOR SHALL REMOVE ALL MATERIALS THAT ARE

NOT REQUIRED IN THE FINISHED WORK UNLESS NOTED OTHERWISE. ALL PATCH

MATERIAL SHALL MATCH EXISTING TYPE, PLANE, AND FINISH UNLESS NOTED

OTHERWISE.

2. SEE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS FOR

ADDITIONAL SCOPE OF DEMOLITION OF EQUIPMENT AND SERVICES. CONTRACTOR

SHALL REMOVE ALL MATERIALS NOT INTENDED TO BE INCORPORATED INTO THE

NEW WORK.

3. PROVIDE STRUCTURAL SUPPORT FOR ALL EXISTING LOAD BEARING WALLS TO

REMAIN.

4. WHERE REMOVING WALLS OR PARTITIONS EXTENDS ONE FINISHED AREA INTO

ANOTHER FINISHED AREA, FLOOR PATCH BETWEEN AREAS SHALL HAVE A LEVEL

TOLERANCE NOT TO EXCEED 1/8" PER FOOT.

5. REMOVE ALL EXISTING CASEWORK, BULKHEADS, AND SOFFITS THAT ARE NOT

INDICATED TO REMAIN UNLESS NOTED OTHERWISE.

6. CONTRACTOR TO PROVIDE OPENINGS IN EXISTING PARTITIONS AND FLOOR/CEILING

ASSEMBLIES AS REQUIRED FOR NEW DUCT AND PIPING PENETRATIONS WHETHER

OR NOT INDICATED ON THE ARCHITECTURAL DRAWINGS OR SPECIFICATIONS. REFER

TO MEP DRAWINGS FOR MORE INFO. PROVIDE NEW FRAMING AS REQUIRED.

7. REMOVE ALL MISCELLANEOUS EQUIPMENT AND ACCESSORIES NOT INDICATED TO

REMAIN UNLESS NOTED OTHERWISE.

8. REMOVE ALL EXISTING CEILINGS, SOFFITS, AND ASSOCIATED COMPONENTS UNLESS

NOTED OTHERWISE.

9. COORDINATE ALL NEW OPENING DIMENSIONS WITH PLANS.

10. VERIFY ALL DIMENSIONS IN FIELD ASSOCIATED WITH ANY NEW WORK.

11. PATCH AND REPAIR ALL SURFACES AFFECTED BY DEMOLITION. CONTRACTOR TO

PATCH AND REPAIR OPENINGS LEFT BY OTHER TRADES WHERE APPLICABLE.

12. CONTRACTOR TO PATCH, REPAIR, AND REFINISH ALL EXISTING BUILDING ELEMENTS

TO REMAIN.

GENERAL ROOF DEMOLITION NOTES

1. ALL EXISTING ROOF DRAINS TO BE REPLACED.. REFER TO MECHANICAL, ELECTRICAL,

PLUMBING & FIRE PROTECTION DRAWINGS FOR MORE INFO

2. ALL EXISTING ROOF PENETRATIONS NOT REQUIRED IN NEW CONSTRUCTION TO BE

INFILLED WITH NEW METAL DECK AND FRAMING AS REQUIRED. REFERENCE MECHANICAL,

ELECTRICAL, PLUMBING & FIRE PROTECTION DRAWINGS FOR MORE INFO

3. VERITY EXISTING ROOF PITCH REQUIRED FOR NEW CONSTRUCTION TO ACHIEVE PROPER

SLOPE TO EXISTING DRAINS.

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 P

Y R

IG

H

T A

LL

O

Y

A R

C H

IT

E C

T U

R E

CIVIL:

MEPF:

ARCHITECT:

STRUCTURAL:

ALLOY5

ARCHITECTURE

NOT FOR

CONSTRUCTION

As indicated

/1

/2

:5 :4

P

M

A

.0

2026.08.03

ZH/JG

RG

22-0047

DEMOLITION PLAN -

GROUND FLOOR

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

◇KEYED DEMOLITION NOTES

NO. NOTE

1 REMOVE EXISTING WALL AND ALL ASSOCIATED COMPONENTS IN THEIR ENTIRETY,

INCLUDING BUT NOT LIMITED TO MEP ROUGH-INS, DEVICES, AND HEATERS

2 REMOVE EXISTING DOOR, DOOR FRAME, HARDWARE AND ALL ASSOCIATED

COMPONENTS IN THEIR ENTIRETY. PREPARE OPENING FOR REPLACEMENT WHERE

INDICATED FOR INFILL OR NEW OPENINGS ON PLANS.

3 REMOVE EXISTING STAIR AND ALL ASSOCIATED COMPONENTS IN THEIR ENTIRETY

4 REMOVE EXISTING STOREFRONT AND ALL ASSOCIATED COMPONENTS, EXISTING

LINTELS TO REMAIN. SHORE OPENINGS AS REQUIRED FOR REPLACEMENT

5 REMOVE EXISTING CEILING AND ALL ASSOCIATED COMPONENTS, INCLUDING BUT NOT

LIMITED TO LIGHT FIXTURES, GRILLES, FANS, ETC. IN THEIR ENTIRETY

6 REMOVE EXISTING FLOOR COVERING IN IT'S ENTIRETY AND PREPARE FOR NEW FINISH

7 REMOVE EXISTING WOOD WAINSCOTTING IN IT'S ENTIRETY WHERE APPLICABLE.

PREPARE SURFACE FOR NEW STUDS AND GYPSUM BOARD

8 REMOVE EXISTING PLUMBING FIXTURES, PIPING, AND ALL ASSOCIATED COMPONENTS

IN THEIR ENTIRETY. REFER TO PLUMB DEMO DWG FOR MORE INFO

9 REMOVE EXISTING WINDOW & FRAME AND ALL ASSOCIATED COMPONENTS IN THEIR

ENTIRETY. EXISTING SILL AND HEAD TO REMAIN

10 REMOVE EXISTING LOUVERS & FRAME AND ALL ASSOCIATED COMPONENTS IN THEIR

ENTIRETY. EXISTING SILL AND HEAD TO REMAIN

11 REMOVE EXISTING OPENING INFILL & FRAME AND ALL ASSOCIATED COMPONENTS IN

THEIR ENTIRETY. EXISTING SILL AND HEAD TO REMAIN

12 REMOVE PORTION OF EXISTING FLOOR STRUCTURE AS SHOWN. OPENING TO BE

INFILLED WITH 2 LAYERS 3/4" THK. PLYWOOD SHEATHING. REFER TO STRUC DWGS FOR

MORE INFO

13 REMOVE ALL EXISTING SHINGLES AND ASSOCIATIED ROOF COMPONENTS. EXISTING

PLYWOOD TO REMAIN

14 REMOVE EXISTING PIPING IN IT'S ENTIRETY AND CAP BELOW FLOOR CONSTRUCTION,

REFER TO PLUMB DEMO DWG FOR MORE INFO

15 REMOVE EXISTING ELECTRICAL RECEPTACLES, SWITCHES, LOOSE WIRING, AND

WIREMOLD TRACK FROM WALLS SCHEDULED TO REMAIN, REFER TO ELEC DEMO DWG

FOR MORE INFO

16 PREPARE EXISTING WALL FOR NEW FURRING AND GWB

17 REPLACE EXISTING ROOF DRAIN WITH NEW DRAIN AND ALL ASSOCIATED

COMPONENTS. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

18 REPLACE EXISTING ROOF MEMBRANE AND INSULATION AND ALL ASSOCIATED

COMPNENTS DOWN TO EXISTING ROOF DECK WITH 60 MIL EPDM SINGLE-PLY

MEMBRANE ROOFING SYSTEM, MECHANICALLY FASTENED OVER RIGID INSULATION,

COMPLETE WITH MANUFACTURER'S STANDARD FLASHINGS, ACCESSORIES, AND

FASTENING SYSTEM. OVER NEW ROOF INSULATION MIN. R-30

19 PREPARE EXISTING WOOD PLANK FLOORING FOR NEW FLOOR FINISH. REPAIR/REPLACE

BOARDS.

20 REMOVE ALL WOOD TRIMS AND STOOLS FROM EXISTING WINDOW OPENINGS

21 REPAIR AND REFINISH EXISTING STAIR LANDINGS, TREADS, AND RISERS. REPAIR OR

REPLACE EXISTING HANDRAIL AS REQUIRED TO MAKE SAFE FOR BUILDING OCCUPANTS

22 REFINISH EXISTING WOOD WAINSCOTTING AND ASSOCIATED TRIM

23 REMOVE EXISTING ROLLER ASSEMBLY AND ALL ASSOCIATED COMPONENTS IN THEIR

ENTIRETY

24 REMOVE EXISTING WOOD BALUSTRADE AND NEWEL POST

25 REMOVE EXISTING CONVEYER AND ALL ASSOCIATED COMPONENTS, PREPARE FLOOR

FOR INFILL. SEE STRUC. DWGS FOR MORE INFO.

26 PREPARE EXISTING BRICKWORK FOR NEW PAINT FINISH

27 REPLACE EXISTING LINTEL WITH NEW CMU INFILL & BOND BEAM, SEE STRUC. DWG.'S

FOR MORE INFO

28 REPAIR DAMAGED STONE FOUNDATION AT EXISTING DOOR OPENING, SEE STRUC.

DWG.'S FOR MORE INFO

29 CLEAN EXISTING COPING AND BACK SIDE OF BRICK PARAPET. REFERENCE

STRUCTURAL DRAWINGS FOR BRICK REPAIR.

1/4" = 1'-0"

GROUND FLOOR DEMOLITION PLAN

NO. ISSUE DESCRIPTION DATE

1 EXTERIOR PACKAGE 2023.06.30

2 ISSUE FOR PERMIT 2025.12.23

3 ISSUE FOR BID 2026.08.03

4 ADDENDUM 2 2026.09.14

EXISTING STONE FOUNDATION WALLS, REPAIR WHERE

SHOWING SIGNS INCLUDING BUT NOT LIMITED TO

WATER DAMAGE, AGE RELATED DECAY, CHIPPING,

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

ALL INTERIOR STRUCTURAL

COLUMNS TO REMAIN, TYPICAL

ALL INTERIOR STRUCTURAL BEAMS

TO REMAIN, TYPICAL

THIRD FLOOR

SECOND FLOOR

GROUND FLOOR

BASEMENT

ROOF

GENERAL DEMOLITION NOTES

1. DEMOLITION DRAWINGS AND KEYED DEMOLITION NOTES ARE FOR CONTRACTOR'S

CONVENIENCE ONLY. THE CONTRACTOR SHALL REMOVE ALL MATERIALS THAT ARE

NOT REQUIRED IN THE FINISHED WORK UNLESS NOTED OTHERWISE. ALL PATCH

MATERIAL SHALL MATCH EXISTING TYPE, PLANE, AND FINISH UNLESS NOTED

OTHERWISE.

2. SEE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS FOR

ADDITIONAL SCOPE OF DEMOLITION OF EQUIPMENT AND SERVICES. CONTRACTOR

SHALL REMOVE ALL MATERIALS NOT INTENDED TO BE INCORPORATED INTO THE

NEW WORK.

3. PROVIDE STRUCTURAL SUPPORT FOR ALL EXISTING LOAD BEARING WALLS TO

REMAIN.

4. WHERE REMOVING WALLS OR PARTITIONS EXTENDS ONE FINISHED AREA INTO

ANOTHER FINISHED AREA, FLOOR PATCH BETWEEN AREAS SHALL HAVE A LEVEL

TOLERANCE NOT TO EXCEED 1/8" PER FOOT.

5. REMOVE ALL EXISTING CASEWORK, BULKHEADS, AND SOFFITS THAT ARE NOT

INDICATED TO REMAIN UNLESS NOTED OTHERWISE.

6. CONTRACTOR TO PROVIDE OPENINGS IN EXISTING PARTITIONS AND FLOOR/CEILING

ASSEMBLIES AS REQUIRED FOR NEW DUCT AND PIPING PENETRATIONS WHETHER

OR NOT INDICATED ON THE ARCHITECTURAL DRAWINGS OR SPECIFICATIONS. REFER

TO MEP DRAWINGS FOR MORE INFO. PROVIDE NEW FRAMING AS REQUIRED.

7. REMOVE ALL MISCELLANEOUS EQUIPMENT AND ACCESSORIES NOT INDICATED TO

REMAIN UNLESS NOTED OTHERWISE.

8. REMOVE ALL EXISTING CEILINGS, SOFFITS, AND ASSOCIATED COMPONENTS UNLESS

NOTED OTHERWISE.

9. COORDINATE ALL NEW OPENING DIMENSIONS WITH PLANS.

10. VERIFY ALL DIMENSIONS IN FIELD ASSOCIATED WITH ANY NEW WORK.

11. PATCH AND REPAIR ALL SURFACES AFFECTED BY DEMOLITION. CONTRACTOR TO

PATCH AND REPAIR OPENINGS LEFT BY OTHER TRADES WHERE APPLICABLE.

12. CONTRACTOR TO PATCH, REPAIR, AND REFINISH ALL EXISTING BUILDING ELEMENTS

TO REMAIN.

GENERAL ROOF DEMOLITION NOTES

1. ALL EXISTING ROOF DRAINS TO BE REPLACED.. REFER TO MECHANICAL, ELECTRICAL,

PLUMBING & FIRE PROTECTION DRAWINGS FOR MORE INFO

2. ALL EXISTING ROOF PENETRATIONS NOT REQUIRED IN NEW CONSTRUCTION TO BE

INFILLED WITH NEW METAL DECK AND FRAMING AS REQUIRED. REFERENCE MECHANICAL,

ELECTRICAL, PLUMBING & FIRE PROTECTION DRAWINGS FOR MORE INFO

3. VERITY EXISTING ROOF PITCH REQUIRED FOR NEW CONSTRUCTION TO ACHIEVE PROPER

SLOPE TO EXISTING DRAINS.

◇KEYED DEMOLITION NOTES

NO. NOTE

1 REMOVE EXISTING WALL AND ALL ASSOCIATED COMPONENTS IN THEIR ENTIRETY,

INCLUDING BUT NOT LIMITED TO MEP ROUGH-INS, DEVICES, AND HEATERS

2 REMOVE EXISTING DOOR, DOOR FRAME, HARDWARE AND ALL ASSOCIATED

COMPONENTS IN THEIR ENTIRETY. PREPARE OPENING FOR REPLACEMENT WHERE

INDICATED FOR INFILL OR NEW OPENINGS ON PLANS.

3 REMOVE EXISTING STAIR AND ALL ASSOCIATED COMPONENTS IN THEIR ENTIRETY

4 REMOVE EXISTING STOREFRONT AND ALL ASSOCIATED COMPONENTS, EXISTING

LINTELS TO REMAIN. SHORE OPENINGS AS REQUIRED FOR REPLACEMENT

5 REMOVE EXISTING CEILING AND ALL ASSOCIATED COMPONENTS, INCLUDING BUT NOT

LIMITED TO LIGHT FIXTURES, GRILLES, FANS, ETC. IN THEIR ENTIRETY

6 REMOVE EXISTING FLOOR COVERING IN IT'S ENTIRETY AND PREPARE FOR NEW FINISH

7 REMOVE EXISTING WOOD WAINSCOTTING IN IT'S ENTIRETY WHERE APPLICABLE.

PREPARE SURFACE FOR NEW STUDS AND GYPSUM BOARD

8 REMOVE EXISTING PLUMBING FIXTURES, PIPING, AND ALL ASSOCIATED COMPONENTS

IN THEIR ENTIRETY. REFER TO PLUMB DEMO DWG FOR MORE INFO

9 REMOVE EXISTING WINDOW & FRAME AND ALL ASSOCIATED COMPONENTS IN THEIR

ENTIRETY. EXISTING SILL AND HEAD TO REMAIN

10 REMOVE EXISTING LOUVERS & FRAME AND ALL ASSOCIATED COMPONENTS IN THEIR

ENTIRETY. EXISTING SILL AND HEAD TO REMAIN

11 REMOVE EXISTING OPENING INFILL & FRAME AND ALL ASSOCIATED COMPONENTS IN

THEIR ENTIRETY. EXISTING SILL AND HEAD TO REMAIN

12 REMOVE PORTION OF EXISTING FLOOR STRUCTURE AS SHOWN. OPENING TO BE

INFILLED WITH 2 LAYERS 3/4" THK. PLYWOOD SHEATHING. REFER TO STRUC DWGS FOR

MORE INFO

13 REMOVE ALL EXISTING SHINGLES AND ASSOCIATIED ROOF COMPONENTS. EXISTING

PLYWOOD TO REMAIN

14 REMOVE EXISTING PIPING IN IT'S ENTIRETY AND CAP BELOW FLOOR CONSTRUCTION,

REFER TO PLUMB DEMO DWG FOR MORE INFO

15 REMOVE EXISTING ELECTRICAL RECEPTACLES, SWITCHES, LOOSE WIRING, AND

WIREMOLD TRACK FROM WALLS SCHEDULED TO REMAIN, REFER TO ELEC DEMO DWG

FOR MORE INFO

16 PREPARE EXISTING WALL FOR NEW FURRING AND GWB

17 REPLACE EXISTING ROOF DRAIN WITH NEW DRAIN AND ALL ASSOCIATED

COMPONENTS. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.

18 REPLACE EXISTING ROOF MEMBRANE AND INSULATION AND ALL ASSOCIATED

COMPNENTS DOWN TO EXISTING ROOF DECK WITH 60 MIL EPDM SINGLE-PLY

MEMBRANE ROOFING SYSTEM, MECHANICALLY FASTENED OVER RIGID INSULATION,

COMPLETE WITH MANUFACTURER'S STANDARD FLASHINGS, ACCESSORIES, AND

FASTENING SYSTEM. OVER NEW ROOF INSULATION MIN. R-30

19 PREPARE EXISTING WOOD PLANK FLOORING FOR NEW FLOOR FINISH. REPAIR/REPLACE

BOARDS.

20 REMOVE ALL WOOD TRIMS AND STOOLS FROM EXISTING WINDOW OPENINGS

21 REPAIR AND REFINISH EXISTING STAIR LANDINGS, TREADS, AND RISERS. REPAIR OR

REPLACE EXISTING HANDRAIL AS REQUIRED TO MAKE SAFE FOR BUILDING OCCUPANTS

22 REFINISH EXISTING WOOD WAINSCOTTING AND ASSOCIATED TRIM

23 REMOVE EXISTING ROLLER ASSEMBLY AND ALL ASSOCIATED COMPONENTS IN THEIR

ENTIRETY

24 REMOVE EXISTING WOOD BALUSTRADE AND NEWEL POST

25 REMOVE EXISTING CONVEYER AND ALL ASSOCIATED COMPONENTS, PREPARE FLOOR

FOR INFILL. SEE STRUC. DWGS FOR MORE INFO.

26 PREPARE EXISTING BRICKWORK FOR NEW PAINT FINISH

27 REPLACE EXISTING LINTEL WITH NEW CMU INFILL & BOND BEAM, SEE STRUC. DWG.'S

FOR MORE INFO

28 REPAIR DAMAGED STONE FOUNDATION AT EXISTING DOOR OPENING, SEE STRUC.

DWG.'S FOR MORE INFO

29 CLEAN EXISTING COPING AND BACK SIDE OF BRICK PARAPET. REFERENCE

STRUCTURAL DRAWINGS FOR BRICK REPAIR.

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 P

Y R

IG

H

T A

LL

O

Y

A R

C H

IT

E C

T U

R E

CIVIL:

MEPF:

ARCHITECT:

STRUCTURAL:

ALLOY5

ARCHITECTURE

NOT FOR

CONSTRUCTION

As indicated

/1

/2

:5 :4

P

M

A

.0

2026.08.03

ZH/JG

RG

22-0047

DEMOLITION PLAN -

BASEMENT

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"

BASEMENT DEMOLITION PLAN

NO. ISSUE DESCRIPTION DATE

1 EXTERIOR PACKAGE 2023.06.30

2 ISSUE FOR PERMIT 2025.12.23

3 ISSUE FOR BID 2026.08.03

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

TREADS TO BE

REPLACED

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

/2

E X

IS

T

+/-17'-8" EXIST.

/2

E X

IS

T

IN

G

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

EXISTING HAND

RAILS TO BE

REPLACED

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 P

Y R

IG

H

T A

LL

O

Y

A R

C H

IT

E C

T U

R E

CIVIL:

MEPF:

ARCHITECT:

STRUCTURAL:

ALLOY5

ARCHITECTURE

NOT FOR

CONSTRUCTION

As indicated

/1

/2

:5 :2

P

M

A

.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"

BASEMENT FLOOR PLAN

□ KEYED PLAN NOTES

NO. NOTE

1 CMU INFILL, 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 2026.08.03

DN

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 1

.B

.A

B B

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

MAX. CROSS SLOPE FOR ADA ACCESS

ADA ACCESSIBLE ENTRY

SF3

SF2 SF1SF2

3 33 3

4 4 4 4 4

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

/2

E X

IS

T

+/- 17'-0" EXIST.

/2

E X

IS

T

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

EXIST. FENCE

289 SF

CONFERENCE

205 SF

VESTIBULE

101.B 101.C

238 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.

896 SF

OPEN OFFICE

36 SF

MAIL

A5.00

/2

A

LI

G N

T O

E X

IS

T.

C

O L.

/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 P50A P50B

P50B

P50B

P50A

P50A

P53A F1D

A7.01

A7.01

P58A

P58A

P58A

P58A P58A P58A P58A

P58A

P58A

A7.01

F1B

REF DW DW REF

/2

FEC

FEC

EWC

TV

TV

TV TV

TV

A7.01

327 SF

RECEPTION

/2

/3

/2

/3

/2

/3

/2

/4

/2

/4

/2

/8

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

/4

/4

/2

/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"

/2

/1

/2 "1

/1

/2 " 7

/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

STAIR

A7.0114

OPP.

2'-1" 2'-1"

/4

2'-5"

/1

/1

5'-9 31/32"

0'-5"

SIMILAR TO ROOM #

RECEPTION 102

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

C

C

C

P58A P58A

184 SF

CONFERENCE

A9.03

EXISTING STAIR

TREADS TO BE

REPLACED

EXISTING HAND

RAILS TO BE

REPLACED

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 P

Y R

IG

H

T A

LL

O

Y

A R

C H

IT

E C

T U

R E

CIVIL:

MEPF:

ARCHITECT:

STRUCTURAL:

ALLOY5

ARCHITECTURE

NOT FOR

CONSTRUCTION

As indicated

/1

/2

:5 :5

P

M

A

.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"

GROUND FLOOR PLAN

□ KEYED PLAN NOTES

NO. NOTE

1 CMU INFILL, 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 2026.08.03

4 ADDENDUM 2 2026.09.14

DN

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

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

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

/2

/2 "E

X

IS

T

+/- 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 2

203.A

.D

203.C

P58A

.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

.C

200.D 2

.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

.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

.C

.D

.F

202.G

202.E

.B

.A

.H

P50A

.C

.D

.B

.H

201.G

.F

201.E

.A

/2

/2

/2

/2

/2

/8

/2 "5

/4 " 0

/2

/4

/2

/8

/8

/2

/4

/2

/4

/2

/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"

/1

/1

3'-10 1/4"

2'-1 1/4"

/8

/2

/2

/4

/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"

/2

/4

/2

/2

/2

/4

/2

/8

/2

/4

/2

/8

/2 "V

.I.

F.

/8

V .I.

F.

/8

E X

IS

T

/2

/2

/2

/8

/2

/4

/2

/8

4'-0"

4'-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"

/2

/4

/3

/2

4'-0" CLEAR

/3

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

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

/2

/4

/2

/8

0'-3 1/2"

2'-8 5/8"

0'-3 1/2"

5'-7 1/16"

10'-3…