ADDENDUM #1 & ACKNOWLEDGEMENT

IFB 20-22 Holzberg Suite Renovations Addendum #1

Page 1 of 7

ADDENDUM #1 & ACKNOWLEDGEMENT

To: All Vendors Date: October 30, 2019

Changes to Specifications

# Item Description

1 Questions & Answers Questions & Answers have been posted as part of this Addendum.

2 Drawings Additional Drawings have been included as part of this addendum.

3 Specifications Additional Specifications have been included as part of this addendum.

The information contained herein revises, supplements and/or supersedes the specific parts of the documents referred to and shall be attached to and become part of those documents as if originally forming a part thereof. Except herein as modified, all other provisions of the documents shall remain in full force and, unless otherwise described in this Addendum, shall comply with the requirements originally specified. All other conditions of this project will remain in effect.

Office of Contracting & Procurement website: https://sites.rowan.edu/procurement/bids/index.html

Please direct any questions to [email protected]

ADDENDUM # & ACKNOWLEDGEMENT

I acknowledge that I have received and reviewed this Addendum.

Company Name (please print)

Name (please print)

Signature

Date

THIS ACKNOWLEDGEMENT IS REQUIRED WITH SUBMISSION.

https://sites.rowan.edu/procurement/bids/index.html

mailto:[email protected]


Page 2 of 7

Questions & Answers

1 Question & Answer We downloaded the specifications from the website and the following are missing:

054000 – Cold Formed metal Framing

061600 – Sheathing

072102 – Building Insulation

072129 – Sprayed Insulation

081216 – Aluminum Frames

087100 – Door Hardware

088000.01 – Glazing Selection Lists

101000 – Visual Display Surfaces

054000 – Cold Formed metal Framing – NOT USED, SEE 092116 061600 – Sheathing – SEE ATTACHED 072102 – Building Insulation – SEE ATTACHED 072129 – Sprayed Insulation – NOT REQUIRED 081216 – Aluminum Frames – NOT REQUIRED 087100 – Door Hardware – SEE ATTACHED 088000.01 – INCLUDED IN THE ORIGINAL SPECIFICATION BOOK 101000 – Visual Display Surfaces – NOT REQUIRED (monitors are by Rowan)

2 Question & Answer Spec section 072129 Sprayed Insulation. Please clarify where this product is to be used.

See question #1.

3 Question & Answer Please quantify the amount of patching required on the existing walls as noted on A1.1

This will not be provided.

4 Question & Answer Based on the time of NTP to the time of completion, certain materials may not be available within this project time line. These product include ceramic tile, light fixtures, HVAC units. The hardware and wood doors would definitely have lead time that extend past the completion date.

Please check with material suppliers to see which ‘certain materials’ aren’t available. If they aren’t, materials can be considered that will meet the construction schedule. This statement cannot be utilized as a waiver of the requirements of the Project Documents. Regarding the new HVAC unit, the Manufacturer has noted 5-7 weeks.


Page 3 of 7

5 Question & Answer Drawings do not indicate that the new sanitary pipe to the fixtures is under ground and has to be saw cut. Is floor slab on grade and saw cutting required other than the note D5 on demolition drawing D1.1?

The Contractor is responsible for saw cutting to accommodate all under slab work as needed.

6 Question & Answer If slab on grade and saw cutting of slab is required, is there existing electrical under the floor that saw cutting of the floor could cut into?

The Contractor is responsible for any under slab scanning as needed.

7 Question & Answer Are there existing valves at the heat pumps being removed so draining of system is minimal or does the entire system need to be drained and refilled?

Yes, there are valves local to the existing heat pump.

8 Question & Answer Specification section 232113 page 3, item 1.7 A “Water Treatment Chemicals” is this required since we are only draining one unit? Is preventive maintenance for 1 year a necessity?

Water treatment chemicals and associated preventative maintenance for chemical treatment is not required for this project as only one unit is being replaced.

9 Question & Answer Specification 232113 page 9 items 2.9, are any of these items required for this project?

Not required for this project. Existing air control devices shall remain.

10 Question & Answer Reference specification 232113 page 10 item 2.10, “Chemical Treatment” and page 16 item 3.8. Is chemical treatment a requirement of this project?

Not required for this project.


Page 4 of 7

11 Question & Answer If chemical treatment is a requirement, please provide building total load requirements and where chemical treatment gets installed along with piping diagram.

Not applicable.

12 Question & Answer Drawing M1.1 does not indicate any fire dampers, is this correct?

Dwg M1-1 shows fire damper on 8”x8” exhaust duct from Soiled Room 1321.

13 Question & Answer If fire dampers are required, please provide drawing as to which walls are fire rated?

Dwg M1-1 shows fire damper on 8”x8” exhaust duct from Soiled Room 1321.

14 Question & Answer Specification 233300 page 9 item 2.11 “Fabric Ducts”, is this required anywhere on this project?


15 Question & Answer Specification 238146 page 2.4 C “Seismic Qualification Data” refers to specification 230548 there is not specification section 230548, is this required? If yes, please provide specification for Seismic Vibration.


16 Question & Answer Is this a UZ-4 project?

See tax exempt letter in specifications.

17 Question & Answer Is this a project governed under a PLA?

No, this is a prevailing wage project.


Page 5 of 7

18 Question & Answer Have the suppliers confirmed that the specified materials are available in a timely basis, based on the schedule set forth in the Invitation to bid?

The Contractor shall verify this.

19 Question & Answer Confirm this is slab on grade.

Yes, this Suite is slab on grade.

20 Question & Answer Is the existing foundation system known? If not please clarify what we are to assume for bidding.

No. Existing drawings are not available either.

21 Question & Answer Is there any underground utilities located near where the excavation is to occur. If not known is Rowan going to perform scanning of the area?

See response to question #6.

22 Question & Answer Who is the existing fire alarm system manufacturer? Please provide a fire alarm spec.

See the drawings for Vendor contact information.

23 Question & Answer For the existing addressable Fire Alarm control panel and the new addressable Fire Alarm Booster, locations have not been shown on the drawings. Please provide the location to where they are.

Existing fire alarm panel is in the 1st floor Electrical Room. This room is shown on Architectural drawing CP.1 in the East Wing of the building. A new fire alarm booster panel is not required for this project, as notification and initiation circuits are to be wired from nearest existing notification and initiation circuits.


Page 6 of 7

24 Question & Answer The one fire extinguisher in the scope area is not designated to be removed. Please confirm there is only one fire extinguisher and if it gets replaced or not.

The existing extinguisher does not get replaced. The extinguisher and cabinet shall be salvaged and reinstalled in the Suite.

25 Question & Answer Please clarify the symbol in the conference room 1316 on DE 1.1? (center of the room)

Floor box with power and data to be demolished. Contractor to be patch floor to prepare for new floor finish.

26 Question & Answer Clarify new hardware to be provided for the auto door operator. Provide spec.

See addendum documents.

27 Question & Answer Is IFB 20-13 Roof, Façade & Atrium Repairs: Rowan Medical Building Project going to be occurring at the same time at this work?

See the schedule for this project. There should not be any overlap of these projects.

28 Question & Answer The electrical drawing DE 1.1 notes two and three indicate the removal of all electrical devices and wiring back to their source panel. May we abandon in place existing wiring within the wall pockets if it is disconnected and safe off? We ask this question to minimize the amount of cutting and patching of the existing walls which are shown to remain.

No. Circuits that are called to be abandoned shall be removed entirely back to the panel and walls patched accordingly.

29 Question & Answer Are millworkers without AWI certifications acceptable?

Yes, millwork can be constructed by Millwrights without an AWI Certification, however the millwork specifications must still be followed.


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30 Question & Answer An eye wash station is called for on the millwork details. But not the plumbing plans. Confirm this is required.

Yes, the Contractor shall provide an eye wash station with a tempering valve. Only provide one station in the Clean Room.

31 Question & Answer There is a patient area behind the work area. Can we get into their area for closing off the wall?

Yes, but this work should be done before they start seeing patients. Assume that this work should occur between 7-8am only. Also, sensitive patients and consultations are occurring in this area. If the documents do not already call for it, the wall neighboring this Patient Suite should be insulated and drywall installed up to the deck.

If you submitted questions to [email protected] by the due date indicated in the RFP document, but they were not received and answered here, please contact:

Robert Yufer Office of Contracting & Procurement [email protected] 856.256.4196



ROWAN UNIVERSITY

SCHOOL OF OSTEOPATHIC MEDICINE

DR. HOLZBERG SUITE

STRATFORD, NJ 08084

COMMISSION NO. 18U033

SHEATHING 061600 - 1

SECTION 061600 - SHEATHING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Wall sheathing.

2. Sheathing joint and penetration treatment.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of process and factory-fabricated product. Indicate component

materials and dimensions and include construction and application details.

1. Include data for wood-preservative treatment from chemical treatment manufacturer and

certification by treating plant that treated plywood complies with requirements.

2. Include data for fire-retardant treatment from chemical treatment manufacturer and

certification by treating plant that treated plywood complies with requirements.

1.3 INFORMATIONAL SUBMITTALS

A. Evaluation Reports: For following products, from ICC-ES:

1. Preservative-treated plywood.

2. Fire-retardant-treated plywood.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Fire-Test-Response Characteristics: For assemblies with fire-resistance ratings, provide

materials and construction identical to those of assemblies tested for fire resistance per

ASTM E 119 by a testing and inspecting agency acceptable to authorities having jurisdiction.

1. Fire-Resistance Ratings: Indicated by design designations from UL's "Fire Resistance

Directory.".

ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084



2.2 WOOD PANEL PRODUCTS

A. Plywood: DOC PS 1.

2.3 PRESERVATIVE-TREATED PLYWOOD

A. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC3b.

B. Mark plywood with appropriate classification marking of an inspection agency acceptable to

authorities having jurisdiction.

C. Application: Treat all plywood unless otherwise indicated.

2.4 FIRE-RETARDANT-TREATED PLYWOOD

A. General: Where fire-retardant-treated materials are indicated, use materials complying with

requirements in this article that are acceptable to authorities having jurisdiction and with fire-

test-response characteristics specified as determined by testing identical products per test

method indicated by a qualified testing agency.

B. Fire-Retardant-Treated Plywood by Pressure Process: Products with a flame-spread index of 25

or less when tested according to ASTM E 84, and with no evidence of significant progressive

combustion when the test is extended an additional 20 minutes, and with the flame front not

extending more than 10.5 feet beyond the centerline of the burners at any time during the test.

1. Exterior Type: Treated materials shall comply with requirements specified above for fire-

retardant-treated plywood by pressure process after being subjected to accelerated

weathering according to ASTM D 2898. Use for exterior locations and where indicated.

C. Kiln-dry material after treatment to a maximum moisture content of 15 percent.

D. Identify fire-retardant-treated plywood with appropriate classification marking of qualified

testing agency.

E. Application: Treat all plywood unless otherwise indicated.

2.5 WALL SHEATHING

A. Plywood Wall Sheathing: Exterior, Structural I sheathing.

B. Glass-Mat Gypsum Wall Sheathing: ASTM C 1177/1177M.

1. Products: Subject to compliance with requirements, provide one of the following:

a. CertainTeed Corporation; GlasRoc.

ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084



b. G-P Gypsum Corporation; Dens-Glass Gold.

c. National Gypsum Company; Gold Bond e(2)XP.

d. Temple-Inland Inc.; GreenGlass

e. United States Gypsum Co.; Securock.

2. Type and Thickness: Type X, 5/8 inch thick.

3. Size: 48 by 96 inches for vertical installation.

2.6 FASTENERS

A. General: Provide fasteners of size and type indicated that comply with requirements specified in

this article for material and manufacture.

1. For wall sheathing, provide fasteners with hot-dip zinc coating complying with

ASTM A 153/A 153M or of Type 304 stainless steel.

2.7 SHEATHING JOINT-AND-PENETRATION TREATMENT MATERIALS

A. Sealant for Glass-Mat Gypsum Sheathing: Silicone emulsion sealant complying with

ASTM C 834, compatible with sheathing tape and sheathing and recommended by tape and

sheathing manufacturers for use with glass-fiber sheathing tape and for covering exposed

fasteners.

1. Sheathing Tape: Self-adhering glass-fiber tape, minimum 2 inches (50 mm) wide, 10 by

10 or 10 by 20 threads/inch (390 by 390 or 390 by 780 threads/m), of type recommended

by sheathing and tape manufacturers for use with silicone emulsion sealant in sealing

joints in glass-mat gypsum sheathing and with a history of successful in-service use.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Do not use materials with defects that impair quality of sheathing or pieces that are too small to

use with minimum number of joints or optimum joint arrangement. Arrange joints so that pieces

do not span between fewer than three support members.

B. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting

construction unless otherwise indicated.

C. Securely attach to substrate by fastening as indicated, complying with the following:

1. NES NER-272 for power-driven fasteners.

2. Table 2304.9.1, "Fastening Schedule," in ICC's "International Building Code."

ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084



D. Coordinate wall sheathing installation with flashing and joint-sealant installation so these

materials are installed in sequence and manner that prevent exterior moisture from passing

through completed assembly.

E. Do not bridge building expansion joints; cut and space edges of panels to match spacing of

structural support elements.

3.2 WOOD STRUCTURAL PANEL INSTALLATION

A. General: Comply with applicable recommendations in APA Form No. E30, "Engineered Wood

Construction Guide," for types of structural-use panels and applications indicated.

B. Fastening Methods: Fasten panels as indicated below:

1. Wall Sheathing:

a. Screw to cold-formed metal framing.

b. Space panels 1/8 inch apart at edges and ends.

3.3 GYPSUM SHEATHING INSTALLATION

A. Comply with GA-253 and with manufacturer's written instructions.

1. Fasten gypsum sheathing to cold-formed metal framing with screws.

2. Install boards with a 3/8-inch gap where non-load-bearing construction abuts structural

elements.

3. Install boards with a 1/4-inch gap where they abut masonry or similar materials that

might retain moisture, to prevent wicking.

B. Seal sheathing joints according to sheathing manufacturer's written instructions.

1. Apply elastomeric sealant to joints and fasteners and trowel flat. Apply sufficient amount

of sealant to completely cover joints and fasteners after troweling. Seal other penetrations

and openings.

2. Apply glass-fiber sheathing tape to glass-mat gypsum sheathing joints and apply and

trowel silicone emulsion sealant to embed entire face of tape in sealant. Apply sealant to

exposed fasteners with a trowel so fasteners are completely covered. Seal other

penetrations and openings.

END OF SECTION 061600

ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084


THERMAL INSULATION 072100 - 1

SECTION 072100 - THERMAL INSULATION

PART 1 - GENERAL

1.1 SUMMARY


1. Foam-plastic board insulation.

2. Glass-fiber blanket insulation.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product indicated.

1.3 INFORMATIONAL SUBMITTALS

A. Product test reports.

B. Research/evaluation reports.

PART 2 - PRODUCTS

2.1 FOAM-PLASTIC BOARD INSULATION

A. Extruded-Polystyrene Board Insulation: ASTM C 578, with maximum flame-spread and smoke-

developed indexes of 75 and 450, respectively, per ASTM E 84.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

a. DiversiFoam Products.

b. Dow Chemical Company (The).

c. Owens Corning.

d. Pactiv Building Products.

2. Type IV, 25 psi.

ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084



2.2 GLASS-FIBER BLANKET INSULATION

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. CertainTeed Corporation.

2. Guardian Building Products, Inc.

3. Johns Manville.

4. Knauf Insulation.

5. Owens Corning.

B. Unfaced, Glass-Fiber Blanket Insulation: ASTM C 665, Type I; with maximum flame-spread

and smoke-developed indexes of 25 and 50, respectively, per ASTM E 84; passing

ASTM E 136 for combustion characteristics.

C. Reinforced-Foil-Faced, Glass-Fiber Blanket Insulation: ASTM C 665, Type III (reflective

faced), Class A (faced surface with a flame-spread index of 25 or less); Category 1 (membrane

is a vapor barrier), faced with foil scrim, foil-scrim kraft, or foil-scrim polyethylene.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Comply with insulation manufacturer's written instructions applicable to products and

applications indicated.

B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice,

rain, or snow at any time.

C. Extend insulation to envelop entire area to be insulated. Cut and fit tightly around obstructions

and fill voids with insulation. Remove projections that interfere with placement.

D. Provide sizes to fit applications indicated and selected from manufacturer's standard

thicknesses, widths, and lengths. Apply single layer of insulation units to produce thickness

indicated unless multiple layers are otherwise shown or required to make up total thickness.

3.2 INSTALLATION OF BELOW-GRADE INSULATION

A. On vertical surfaces, set insulation units using manufacturer's recommended adhesive according

to manufacturer's written instructions.

1. If not otherwise indicated, extend insulation a minimum of 24 inches below exterior

grade line.

ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084



B. On horizontal surfaces, loosely lay insulation units according to manufacturer's written

instructions. Stagger end joints and tightly abut insulation units.

1. If not otherwise indicated, extend insulation a minimum of 24 inches in from exterior

walls.

3.3 INSTALLATION OF INSULATION FOR FRAMED CONSTRUCTION

A. Apply insulation units to substrates by method indicated, complying with manufacturer's written

instructions. If no specific method is indicated, bond units to substrate with adhesive or use

mechanical anchorage to provide permanent placement and support of units.

B. Foam-Plastic Board Insulation: Seal joints between units by applying adhesive, mastic, or

sealant to edges of each unit to form a tight seal as units are shoved into place. Fill voids in

completed installation with adhesive, mastic, or sealant as recommended by insulation

manufacturer.

C. Glass-Fiber or Mineral-Wool Blanket Insulation: Install in cavities formed by framing members

according to the following requirements:

1. Use insulation widths and lengths that fill the cavities formed by framing members. If

more than one length is required to fill the cavities, provide lengths that will produce a

snug fit between ends.

2. Place insulation in cavities formed by framing members to produce a friction fit between

edges of insulation and adjoining framing members.

3. Maintain 3-inch clearance of insulation around recessed lighting fixtures not rated for or

protected from contact with insulation.

4. For metal-framed wall cavities where cavity heights exceed 96 inches, support unfaced

blankets mechanically and support faced blankets by taping flanges of insulation to

flanges of metal studs.

5. Vapor-Retarder-Faced Blankets: Tape joints and ruptures in vapor-retarder facings, and

seal each continuous area of insulation to ensure airtight installation.

a. Exterior Walls: Set units with facing placed toward interior of construction.

D. Miscellaneous Voids: Install unfaced glass-fiber insulation in miscellaneous voids and cavity

spaces where required to prevent gaps in insulation. Compact to approximately 40 percent of

normal maximum volume equaling a density of approximately 2.5 lb/cu. ft.

3.4 PROTECTION

A. Protect installed insulation from damage due to harmful weather exposures, physical abuse, and

other causes. Provide temporary coverings or enclosures where insulation is subject to abuse

and cannot be concealed and protected by permanent construction immediately after

installation.


ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084


HOLLOW METAL DOORS AND FRAMES 081113 - 1

SECTION 081213 - HOLLOW METAL FRAMES

PART 1 - GENERAL

1.1 SUMMARY


1. Standard and custom hollow metal doors and frames.

2. Light frames and glazing installed in hollow metal doors.

B. Codes and References: Comply with the version year adopted by the Authority Having

Jurisdiction.

1. ANSI/SDI A250.8 - Recommended Specifications for Standard Steel Doors and Frames.

2. ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for

Steel Doors, Frames, Frames Anchors and Hardware Reinforcing.

3. ANSI/SDI A250.6 - Recommended Practice for Hardware Reinforcing on Standard Steel

Doors and Frames.

4. ANSI/SDI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel

Surfaces for Steel Doors and Frames.

5. ANSI/SDI A250.11 - Recommended Erection Instructions for Steel Frames.

6. ASTM A1008 - Standard Specification for Steel Sheet, Cold-Rolled, Carbon, Structural,

High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability.

7. ANSI/BHMA A156.115 - Hardware Preparation in Steel Doors and Frames.

8. ANSI/SDI 122 - Installation and Troubleshooting Guide for Standard Steel Doors and

Frames.

9. ANSI/NFPA 80 - Standard for Fire Doors and Fire Windows; National Fire Protection

Association.

10. ANSI/NFPA 105: Standard for the Installation of Smoke Door Assemblies.

11. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies; National Fire

Protection Association.

12. UL 10C - Positive Pressure Fire Tests of Door Assemblies.

13. UL 1784 - Standard for Air Leakage Tests of Door Assemblies.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material

descriptions, core descriptions, hardware reinforcements, profiles, anchors, fire-resistance

rating, and finishes.

B. Door hardware supplier is to furnish templates, template reference number and/or physical

hardware to the steel door and frame supplier in order to prepare the doors and frames to receive

the finish hardware items.

C. Shop Drawings: Include the following:

1. Elevations of each door design.

2. Details of doors, including vertical and horizontal edge details and metal thicknesses.

3. Frame details for each frame type, including dimensioned profiles and metal thicknesses.

4. Locations of reinforcement and preparations for hardware.

5. Details of anchorages, joints, field splices, and connections.

ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084



6. Details of accessories.

7. Details of moldings, removable stops, and glazing.

8. Details of conduit and preparations for power, signal, and control systems.

D. Samples for Verification:

1. Samples are only required by request of the architect and for manufacturers that are not

current members of the Steel Door Institute.

1.3 QUALITY ASSURANCE

A. Source Limitations: Obtain hollow metal doors and frames through one source from a single

manufacturer wherever possible.

B. Quality Standard: In addition to requirements specified, furnish SDI-Certified manufacturer

products that comply with ANSI/SDI A250.8, latest edition, "Recommended Specifications for

Standard Steel Doors and Frames".

C. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled

by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive

pressure according to UL10C (neutral pressure at 40” above sill) or UL 10C.

1. Oversize Fire-Rated Door Assemblies Construction: For units exceeding sizes of tested

assemblies, attach construction label certifying doors are built to standard construction

requirements for tested and labeled fire rated door assemblies except for size.

2. Temperature-Rise Limit: Where indicated and at vertical exit enclosures (stairwell

openings) and exit passageways, provide doors that have a maximum transmitted

temperature end point of not more than 450 deg F (250 deg C) above ambient after 30

minutes of standard fire-test exposure.

3. Smoke Control Door Assemblies: Comply with NFPA 105.

a. Smoke "S" Label: Doors to bear “S” label, and include smoke and draft control

gasketing applied to frame and on meeting stiles of pair doors.

D. Fire-Rated, Borrowed-Light Frame Assemblies: Assemblies complying with NFPA 80 that are

listed and labeled, by a testing and inspecting agency acceptable to authorities having

jurisdiction, for fire-protection ratings indicated, based on testing according to NFPA 257.

Provide labeled glazing material.

E. Pre-Submittal Conference: Conduct conference in compliance with requirements in Division 01

Section "Project Meetings" with attendance by representatives of Supplier, Installer, and

Contractor to review proper methods and procedures for installing hollow metal doors and

frames and to verify installation of electrical knockout boxes and conduit at frames with

electrified or access control hardware.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Deliver hollow metal work palletized, wrapped, or crated to provide protection during transit

and Project site storage. Do not use non-vented plastic.

B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded

to jambs and mullions.

C. Store hollow metal work under cover at Project site. Place in stacks of five units maximum in a

vertical position with heads up, spaced by blocking, on minimum 4-inch high wood blocking.

Do not store in a manner that traps excess humidity.

1. Provide minimum 1/4-inch space between each stacked door to permit air circulation.

Door and frames to be stacked in a vertical upright position.

ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084



1.5 PROJECT CONDITIONS

A. Field Measurements: Verify actual dimensions of openings by field measurements before

fabrication.

1.6 COORDINATION

A. Coordinate installation of anchorages for hollow metal frames. Furnish setting drawings,

templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor

bolts, and items with integral anchors. Deliver such items to Project site in time for installation.

1.7 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or

replace doors that fail in materials or workmanship within specified warranty period.

B. Warranty includes installation and finishing that may be required due to repair or replacement

of defective doors.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide steel doors and frames from a

SDI Certified manufacturer:

1. CECO Door Products (C).

2. Curries Company (CU).

3. Pioneer Industries (PI).

4. Steelcraft (S).

2.2 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable

for exposed applications.

B. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; with

minimum G60 (Z180) or A60 (ZF180) metallic coating.

C. Frame Anchors: ASTM A 653/A 653M, Commercial Steel (CS), Commercial Steel (CS),

Type B; with minimum G60 (Z180) or A60 (ZF180) metallic coating.

2.3 HOLLOW METAL FRAMES

A. General: Comply with ANSI/SDI A250.8 and with details indicated for type and profile.

B. Interior Frames: Fabricated from cold-rolled steel sheet that complies with

ASTM A 1008/A 1008M.

1. Fabricate frames with mitered or coped corners. Profile as indicated on drawings.

2. Frames: Minimum 16 gauge (0.053-inch -1.3-mm) thick steel sheet.

3. Manufacturers Basis of Design:

a. Curries Company (CU) - CM Series.

b. Curries Company (CU) - M Series.

C. Fire rated frames: Fabricate frames in accordance with NFPA 80, listed and labeled by a

qualified testing agency, for fire-protection ratings indicated.

ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084



D. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 Table 4 with reinforcement

plates from same material as frames.

2.4 FRAME ANCHORS

A. Jamb Anchors:

1. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size,

formed from A60 metallic coated material, not less than 0.042 inch thick, with corrugated

or perforated straps not less than 2 inches wide by 10 inches long; or wire anchors not

less than 0.177 inch thick.

2. Stud Wall Type: Designed to engage stud and not less than 0.042 inch thick.

B. Floor Anchors: Floor anchors to be provided at each jamb, formed from A60 metallic coated

material, not less than 0.042 inches thick.

C. Mortar Guards: Formed from same material as frames, not less than 0.016 inches thick.

2.5 LIGHT OPENINGS AND GLAZING

A. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Form

corners of stops and moldings with butted or mitered hairline joints at fabricator’s shop. Fixed

and removable stops to allow multiple glazed lites each to be removed independently.

Coordinate frame rabbet widths between fixed and removable stops with the type of glazing and

installation indicated.

B. Fixed Frame Moldings: Formed integral with hollow metal frames, a minimum of 5/8 inch (16

mm) high unless otherwise indicated. Provide fixed frame moldings and stops on outside of

exterior and on secure side of interior doors and frames.

C. Preformed Metal Frames for Light Openings: Manufacturer's standard frame formed of 0.048-

inch-thick, cold rolled steel sheet; with baked enamel or powder coated finish; and approved for

use in doors of fire protection rating indicated. Match pre-finished door paint color where

applicable.

D. Glazing: Comply with requirements in Division 08 Section "Glazing" and with the hollow metal

door manufacturer's written instructions.

2.6 ACCESSORIES

A. Mullions and Transom Bars: Join to adjacent members by welding or rigid mechanical anchors.

B. Grout Guards: Formed from same material as frames, not less than 0.016 inches thick.

2.7 FABRICATION

A. Fabricate hollow metal work to be rigid and free of defects, warp, or buckle. Accurately form

metal to required sizes and profiles, with minimum radius for thickness of metal. Where

practical, fit and assemble units in manufacturer's plant. When shipping limitations so dictate,

frames for large openings are to be fabricated in sections for splicing or splining in the field by

others.

B. Tolerances: Fabricate hollow metal work to tolerances indicated in ANSI/SDI A250.8.

C. Hollow Metal Frames:

1. Shipping Limitations: Where frames are fabricated in sections due to shipping or

handling limitations, provide alignment plates or angles at each joint, fabricated of same

thickness metal as frames.

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2. Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth,

flush, and invisible.

a. Welded frames are to be provided with two steel spreaders temporarily attached to

the bottom of both jambs to serve as a brace during shipping and handling.

Spreader bars are for bracing only and are not to be used to size the frame opening.

3. Sidelight and Transom Bar Frames: Provide closed tubular members with no visible face

seams or joints, fabricated from same material as door frame. Fasten members at

crossings and to jambs by butt welding.

4. High Frequency Hinge Reinforcement: Provide high frequency hinge reinforcements at

door openings 48-inches and wider with mortise butt type hinges at top hinge locations.

5. Continuous Hinge Reinforcement: Provide welded continuous 12 gauge straps for

continuous hinges specified in hardware sets in Division 08 Section "Door Hardware".

6. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners

unless otherwise indicated for removable stops, provide security screws at exterior

locations.

7. Mortar Guards: Provide guard boxes at back of hardware mortises in frames at all hinges

and strike preps regardless of grouting requirements.

8. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot

welds per anchor.

9. Jamb Anchors: Provide number and spacing of anchors as follows:

a. Masonry Type: Locate anchors not more than 18 inches from top and bottom of

frame. Space anchors not more than 32 inches o.c. and as follows:

1) Two anchors per jamb up to 60 inches high.

2) Three anchors per jamb from 60 to 90 inches high.

3) Four anchors per jamb from 90 to 120 inches high.

4) Four anchors per jamb plus 1 additional anchor per jamb for each 24 inches

or fraction thereof above 120 inches high.

b. Stud Wall Type: Locate anchors not more than 18 inches from top and bottom of

frame. Space anchors not more than 32 inches o.c. and as follows:

1) Three anchors per jamb up to 60 inches high.

2) Four anchors per jamb from 60 to 90 inches high.

3) Five anchors per jamb from 90 to 96 inches high.

4) Five anchors per jamb plus 1 additional anchor per jamb for each 24 inches

or fraction thereof above 96 inches high.

5) Two anchors per head for frames above 42 inches wide and mounted in

metal stud partitions.

10. Door Silencers: Except on weatherstripped or gasketed doors, drill stops to receive door

silencers. Silencers to be supplied by frame manufacturer regardless if specified in

Division 08 Section "Door Hardware".

D. Hardware Preparation: Factory prepare hollow metal work to receive template mortised

hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to the Door

Hardware Schedule and templates furnished as specified in Division 08 Section "Door

Hardware."

1. Locate hardware as indicated, or if not indicated, according to ANSI/SDI A250.8.

2. Reinforce doors and frames to receive non-template, mortised and surface mounted door

hardware.

3. Comply with applicable requirements in ANSI/SDI A250.6 and ANSI/DHI A115 Series

specifications for preparation of hollow metal work for hardware.

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4. Coordinate locations of conduit and wiring boxes for electrical connections with

Division 26 Sections.

2.8 STEEL FINISHES

A. Prime Finishes: Doors and frames to be cleaned, and chemically treated to insure maximum

finish paint adhesion. Surfaces of the door and frame exposed to view to receive a factory

applied coat of rust inhibiting shop primer.

1. Shop Primer: Manufacturer's standard, fast-curing, lead and chromate free primer

complying with ANSI/SDI A250.10 acceptance criteria; recommended by primer

manufacturer for substrate; and compatible with substrate and field-applied coatings.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with

requirements for installation tolerances and other conditions affecting performance of the Work.

B. General Contractor to verify the accuracy of dimensions given to the steel door and frame

manufacturer for existing openings or existing frames (strike height, hinge spacing, hinge back

set, etc.).

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Remove welded in shipping spreaders installed at factory. Restore exposed finish by grinding,

filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed

faces.

B. Prior to installation, adjust and securely brace welded hollow metal frames for square, level,

twist, and plumb condition.

C. Tolerances shall comply with SDI-117 "Manufacturing Tolerances Standard Steel Doors and

Frames."

D. Drill and tap doors and frames to receive non-template, mortised, and surface-mounted door

hardware.

3.3 INSTALLATION

A. General: Install hollow metal work plumb, rigid, properly aligned, and securely fastened in

place; comply with Drawings and manufacturer's written instructions.

B. Hollow Metal Frames: Install hollow metal frames of size and profile indicated. Comply with

ANSI/SDI A250.11 and NFPA 80 at fire rated openings.

1. Set frames accurately in position, plumbed, leveled, aligned, and braced securely until

permanent anchors are set. After wall construction is complete and frames properly set

and secured, remove temporary braces, leaving surfaces smooth and undamaged. Shim as

necessary to comply with installation tolerances.

2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor,

and secure with post-installed expansion anchors.

3. Masonry Walls: Coordinate installation of frames to allow for solidly filling space

between frames and masonry with mortar.

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4. Grout Requirements: Do not grout head of frames unless reinforcing has been installed in

head of frame. Do not grout vertical or horizontal closed mullion members.

C. Hollow Metal Doors: Fit hollow metal doors accurately in frames, within clearances specified

below. Shim as necessary.

1. Non-Fire-Rated Standard Steel Doors:

a. Jambs and Head: 1/8 inch plus or minus 1/16 inch.

b. Between Edges of Pairs of Doors: 1/8 inch plus or minus 1/16 inch.

c. Between Bottom of Door and Top of Threshold: Maximum 3/8 inch.

d. Between Bottom of Door and Top of Finish Floor (No Threshold): Maximum 3/4

inch.

2. Fire-Rated Doors: Install doors with clearances according to NFPA 80.

D. Field Glazing: Comply with installation requirements in Division 08 Section "Glazing" and with

hollow metal manufacturer's written instructions.

3.4 ADJUSTING AND CLEANING

A. Final Adjustments: Check and readjust operating hardware items immediately before final

inspection. Leave work in complete and proper operating condition. Remove and replace

defective work, including hollow metal work that is warped, bowed, or otherwise unacceptable.

B. Remove grout and other bonding material from hollow metal work immediately after

installation.

C. Prime-Coat and Painted Finish Touchup: Immediately after erection, sand smooth rusted or

damaged areas of prime coat, or painted finishes, and apply touchup of compatible air drying,

rust-inhibitive primer, zinc rich primer (exterior and galvanized openings) or finish paint.


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DOOR HARDWARE 087100 - 1

SECTION 087100 – DOOR HARDWARE

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes commercial door hardware for the following:

1. Swinging doors.

B. Door hardware includes, but is not necessarily limited to, the following:

1. Mechanical door hardware.

2. Cylinders specified for doors in other sections.

C. Codes and References: Comply with the version year adopted by the Authority Having

Jurisdiction.

1. ANSI A117.1 - Accessible and Usable Buildings and Facilities.

2. ICC/IBC - International Building Code.

3. NFPA 70 - National Electrical Code.

4. NFPA 80 - Fire Doors and Windows.

5. NFPA 101 - Life Safety Code.

6. NFPA 105 - Installation of Smoke Door Assemblies.

7. State Building Codes, Local Amendments.

D. Standards: All hardware specified herein shall comply with the following industry standards:

1. ANSI/BHMA Certified Product Standards - A156 Series

2. UL10C – Positive Pressure Fire Tests of Door Assemblies

1.2 SUBMITTALS

A. Product Data: Manufacturer's product data sheets including installation details, material

descriptions, dimensions of individual components and profiles, operational descriptions and

finishes.

B. Door Hardware Schedule: Prepared by or under the supervision of supplier, detailing fabrication

and assembly of door hardware, as well as procedures and diagrams. Coordinate the final Door

Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand,

function, and finish of door hardware.

1. Format: Comply with scheduling sequence and vertical format in DHI's "Sequence and

Format for the Hardware Schedule."

2. Organization: Organize the Door Hardware Schedule into door hardware sets indicating

complete designations of every item required for each door or opening. Organize door

hardware sets in same order as in the Door Hardware Sets at the end of Part 3. Submittals

that do not follow the same format and order as the Door Hardware Sets will be rejected

and subject to resubmission.

3. Content: Include the following information:

a. Type, style, function, size, label, hand, and finish of each door hardware item.

b. Manufacturer of each item.

c. Fastenings and other pertinent information.

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d. Location of door hardware set, cross-referenced to Drawings, both on floor plans

and in door and frame schedule.

e. Explanation of abbreviations, symbols, and codes contained in schedule.

f. Mounting locations for door hardware.

g. Door and frame sizes and materials.

h. Warranty information for each product.

4. Submittal Sequence: Submit the final Door Hardware Schedule at earliest possible date,

particularly where approval of the Door Hardware Schedule must precede fabrication of

other work that is critical in the Project construction schedule. Include Product Data,

Samples, Shop Drawings of other work affected by door hardware, and other information

essential to the coordinated review of the Door Hardware Schedule.

C. Keying Schedule: After a keying meeting with the owner has taken place prepare a separate

keying schedule detailing final instructions. Submit the keying schedule in electronic format.

Include keying system explanation, door numbers, key set symbols, hardware set numbers and

special instructions. Owner must approve submitted keying schedule prior to the ordering of

permanent cylinders/cores.

D. Informational Submittals:

1. Product Test Reports: Indicating compliance with cycle testing requirements, based on

evaluation of comprehensive tests performed by manufacturer and witnessed by a

qualified independent testing agency.

E. Operating and Maintenance Manuals: Provide manufacturers operating and maintenance

manuals for each item comprising the complete door hardware installation in quantity as

required in Division 01, Closeout Submittals.

1.3 QUALITY ASSURANCE

A. Manufacturers Qualifications: Engage qualified manufacturers with a minimum 5 years of

documented experience in producing hardware and equipment similar to that indicated for this

Project and that have a proven record of successful in-service performance.

B. Installer Qualifications: A minimum 3 years documented experience installing both standard

and electrified door hardware similar in material, design, and extent to that indicated for this

Project and whose work has resulted in construction with a record of successful in-service

performance.

C. Door Hardware Supplier Qualifications: Experienced commercial door hardware distributors

with a minimum 5 years documented experience supplying both mechanical and

electromechanical hardware installations comparable in material, design, and extent to that

indicated for this Project. Supplier recognized as a factory direct distributor by the

manufacturers of the primary materials with a warehousing facility in Project's vicinity.

Supplier to have on staff a certified Architectural Hardware Consultant (AHC) available during

the course of the Work to consult with Contractor, Architect, and Owner concerning both

standard and electromechanical door hardware and keying.

D. Source Limitations: Obtain each type and variety of door hardware specified in this section

from a single source unless otherwise indicated.

E. Each unit to bear third party permanent label demonstrating compliance with the referenced

standards.

F. Keying Conference: Conduct conference to comply with requirements in Division 01 Section

"Project Meetings." Keying conference to incorporate the following criteria into the final keying

schedule document:

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1. Function of building, purpose of each area and degree of security required.

2. Plans for existing and future key system expansion.

3. Requirements for key control storage and software.

4. Installation of permanent keys, cylinder cores and software.

5. Address and requirements for delivery of keys.

G. Pre-Submittal Conference: Conduct coordination conference in compliance with requirements

in Division 01 Section "Project Meetings" with attendance by representatives of Supplier(s),

Installer(s), and Contractor(s) to review proper methods and the procedures for receiving,

handling, and installing door hardware.

1. Prior to installation of door hardware, conduct a project specific training meeting to

instruct the installing contractors' personnel on the proper installation and adjustment of

their respective products. Product training to be attended by installers of door hardware

(including electromechanical hardware) for aluminum, hollow metal and wood doors.

Training will include the use of installation manuals, hardware schedules, templates and

physical product samples as required.

2. Inspect and discuss electrical roughing-in, power supply connections, and other

preparatory work performed by other trades.

3. Review sequence of operation narratives for each unique access controlled opening.

4. Review and finalize construction schedule and verify availability of materials.

5. Review the required inspecting, testing, commissioning, and demonstration procedures

H. At completion of installation, provide written documentation that components were applied to

manufacturer's instructions and recommendations and according to approved schedule.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Inventory door hardware on receipt and provide secure lock-up and shelving for door hardware

delivered to Project site. Do not store electronic access control hardware, software or

accessories at Project site without prior authorization.

B. Tag each item or package separately with identification related to the final Door Hardware

Schedule, and include basic installation instructions with each item or package.

C. Deliver, as applicable, permanent keys, cylinders, cores, access control credentials, software

and related accessories directly to Owner via registered mail or overnight package service.

Instructions for delivery to the Owner shall be established at the "Keying Conference".

1.5 COORDINATION

A. Templates: Obtain and distribute to the parties involved templates for doors, frames, and other

work specified to be factory prepared for installing standard and electrified hardware. Check

Shop Drawings of other work to confirm that adequate provisions are made for locating and

installing hardware to comply with indicated requirements.

B. Door and Frame Preparation: Doors and corresponding frames are to be prepared, reinforced

and pre-wired (if applicable) to receive the installation of the specified electrified, monitoring,

signaling and access control system hardware without additional in-field modifications.

1.6 WARRANTY

A. General Warranty: Reference Division 01, General Requirements. Special warranties specified

in this Article shall not deprive Owner of other rights Owner may have under other provisions

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of the Contract Documents and shall be in addition to, and run concurrent with, other warranties

made by Contractor under requirements of the Contract Documents.

B. Warranty Period: Written warranty, executed by manufacturer(s), agreeing to repair or replace

components of standard and electrified door hardware that fails in materials or workmanship

within specified warranty period after final acceptance by the Owner. Failures include, but are

not limited to, the following:

1. Structural failures including excessive deflection, cracking, or breakage.

2. Faulty operation of the hardware.

3. Deterioration of metals, metal finishes, and other materials beyond normal weathering.

4. Electrical component defects and failures within the systems operation.

C. Standard Warranty Period: One year from date of Substantial Completion, unless otherwise

indicated.

D. Special Warranty Periods:

1. Seven years for heavy duty cylindrical (bored) locks and latches.

2. Twenty five years for manual surface door closer bodies.

1.7 MAINTENANCE SERVICE

A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and

maintenance instructions as needed for Owner's continued adjustment, maintenance, and

removal and replacement of door hardware.

PART 2 - PRODUCTS

2.1 SCHEDULED DOOR HARDWARE

A. General: Provide door hardware for each door to comply with requirements in Door Hardware

Sets and each referenced section that products are to be supplied under.

B. Designations: Requirements for quantity, item, size, finish or color, grade, function, and other

distinctive qualities of each type of door hardware are indicated in the Door Hardware Sets at

the end of Part 3. Products are identified by using door hardware designations, as follows:

1. Named Manufacturer's Products: Product designation and manufacturer are listed for

each door hardware type required for the purpose of establishing requirements.

Manufacturers' names are abbreviated in the Door Hardware Schedule.

C. Substitutions: Requests for substitution and product approval for inclusive mechanical and

electromechanical door hardware in compliance with the specifications must be submitted in

writing and in accordance with the procedures and time frames outlined in Division 01,

Substitution Procedures. Approval of requests is at the discretion of the architect, owner, and

their designated consultants.

2.2 HANGING DEVICES

A. Hinges: ANSI/BHMA A156.1 certified butt hinges with number of hinge knuckles and other

options as specified in the Door Hardware Sets.

1. Quantity: Provide the following hinge quantity:

a. Two Hinges: For doors with heights up to 60 inches.

b. Three Hinges: For doors with heights 61 to 90 inches.

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c. Four Hinges: For doors with heights 91 to 120 inches.

d. For doors with heights more than 120 inches, provide 4 hinges, plus 1 hinge for

every 30 inches of door height greater than 120 inches.

2. Hinge Size: Provide the following, unless otherwise indicated, with hinge widths sized

for door thickness and clearances required:

a. Widths up to 3’6”: 4-1/2” standard or heavy weight as specified.

b. Sizes from 3’7” to 4’0”: 5” heavy weight.

3. Hinge Options: Comply with the following:

a. Non-removable Pins: Provide set screw in hinge barrel that, when tightened into a

groove in hinge pin, prevents removal of pin while door is closed; for the all out-

swinging lockable doors.

4. Manufacturers:

a. Hager Companies (HA) - CB Series.

b. McKinney Products; ASSA ABLOY Architectural Door Accessories (MK) - TA

Series.

c. Stanley Hardware (ST) - CB Series.

B. Pin and Barrel Continuous Hinges: ANSI/BHMA A156.26 Grade 1-600 certified pin and barrel

continuous hinges with minimum 14 gauge Type 304 stainless steel hinge leaves, concealed

teflon coated stainless pin, and twin self-lubricated nylon bearings at each knuckle separation.

Factory trim hinges to suit door height and prepare for electrical cut-outs.

1. Manufacturers:

a. Hager Companies (HA).

b. Markar Products; ASSA ABLOY Architectural Door Accessories (MR).

c. Pemko Products; ASSA ABLOY Architectural Door Accessories (PE).

2.3 CYLINDERS AND KEYING

A. General: Cylinder manufacturer to have minimum (10) years experience designing secured

master key systems and have on record a published security keying system policy.

B. Source Limitations: Obtain each type of keyed cylinder and keys from the same source

manufacturer as locksets and exit devices, unless otherwise indicated.

C. Cylinders: Original manufacturer cylinders complying with the following:

1. Mortise Type: Threaded cylinders with rings and cams to suit hardware application.

2. Rim Type: Cylinders with back plate, flat-type vertical or horizontal tailpiece, and raised

trim ring.

3. Bored-Lock Type: Cylinders with tailpieces to suit locks.

4. Mortise and rim cylinder collars to be solid and recessed to allow the cylinder face to be

flush and be free spinning with matching finishes.

5. Keyway: Match Facility Standard.

D. Permanent Cores: Manufacturer's standard; finish face to match lockset; complying with the

following:

1. Removable Cores: Core insert, removable by use of a special key, and for use with only

the core manufacturer's cylinder and door hardware. Provide removable core (small or

large format) as specified in Hardware Sets.

E. Patented Cylinders: ANSI/BHMA A156.5, Grade 1, certified cylinders employing a utility

patented and restricted keyway requiring the use of patented controlled keys. Provide bump

resistant, fixed core cylinders as standard with solid recessed cylinder collars. Cylinders are to

be factory keyed where permanent keying records will be established and maintained.

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1. Provide a 6 pin multi-level master key system comprised of patented controlled keys and

security and high security cylinders operated by one (1) key of the highest level.

Geographical exclusivity to be provided for all security and high security cylinders and

UL437 certification where specified.

a. Refer to hardware sets for specified levels.

2. Manufacturers:

a. Corbin Russwin (RU) – Access 3 Series.

b. No Substitution.

F. Keying System: Each type of lock and cylinders to be factory keyed.

1. Conduct specified "Keying Conference" to define and document keying system

instructions and requirements.

2. Furnish factory cut, nickel-silver large bow permanently inscribed with a visual key

control number as directed by Owner.

3. Existing System: Key locks to Owner's existing system.

G. Key Quantity: Provide the following minimum number of keys:

1. Change Keys per Cylinder: Two (2)

2. Master Keys (per Master Key Level/Group): Five (5).

3. Construction Keys (where required): Ten (10).

4. Construction Control Keys (where required): Two (2).

H. Construction Keying: Provide temporary keyed construction cores.

I. Key Registration List (Bitting List):

1. Provide keying transcript list to Owner's representative in the proper format for importing

into key control software.

2. Provide transcript list in writing or electronic file as directed by the Owner.

2.4 MECHANICAL LOCKS AND LATCHING DEVICES

A. Cylindrical Locksets, Grade 1 (Heavy Duty): ANSI/BHMA A156.2, Series 4000, Grade 1

certified.

1. Furnish with solid cast levers, standard 2 3/4” backset, and 1/2" (3/4" at rated paired

openings) throw brass or stainless steel latchbolt.

2. Locks are to be non-handed and fully field reversible.

3. Extended cycle test: Locks to have been cycle tested in ordinance with ANSI/BHMA

156.2 requirements to 2 million cycles.

4. Manufacturers:

a. Corbin Russwin Hardware (RU) – CL3300 Series.

b. No Substitution.

2.5 APERIO WIRELESS ACCESS CONTROL

A. Wireless Access Control Cylindrical Locks: Wireless technology ANSI/BHMA A156.2 Series

4000 Grade 1 cylindrical lockset with integrated card reader and request-to-exit signaling in one

complete unit. Separate DPS connects directly to lock electronics for door position (open/closed

status) monitoring. Motor driven locking/unlocking control of the lever handle trim with 1/2"

deadlocking stainless steel latch. Lock is U.L listed and labeled for use on up to 3 hour fire rated

openings.

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1. Wireless access control cylindrical locks interface using local wireless connection

between the lock unit and a nearby communication hub. Communication hub connected

via RS-485 or Wiegand to a new or existing online electronic access control system

platform.

2. Fully-encrypted AES 128 wireless communication between lock and communication hub

(IEEE 802.15.4, 2.4 GHz) with no proprietary programming device requirements. Locks

will continue functional operation independent of wireless connection slowdown or

failure.

3. Integrated reader supports HID® 125kHz proximity credentials; or ISO 14443 A/B and

ISO 15693 13.56 MHz contactless credentials: HID® iCLASS/iCLASS SE (full

authentication, all formats), MIFARE Classic, DESFire EV1 (full authentication, all

formats); or Near Field Communications (NFC); or HID® SIO enabled.

4. Power Source: 6 AA alkaline batteries power supply with LED indication of locked,

programming mode and low capacity warning status conditions.

5. Outside lever rigid except when valid user code is entered. Emergency override access

capability with optional mechanical key cylinder retraction of lock latch bolt without

necessary electronic activation.

6. Communication Hub: Provide the necessary number of hubs which is connected to the

access control system via RS-485 or Wiegand as required by the system. Provide hubs

factory paired with the locks, but allow for field configuration as needed.

7. Complete installation to include manufacturer's Installation Tool and USB Radio Dongle

for initial lock set-up and configuration. Electronic on-line access control system

platform, including communication cabling and software, by others.

8. Manufacturers:

a. Corbin Russwin Hardware (RU) – IN100 – CL33100 Series.

b. No Substitution.

2.6 LOCK AND LATCH STRIKES

A. Strikes: Provide manufacturer's standard strike with strike box for each latch or lock bolt, with

curved lip extended to protect frame, finished to match door hardware set, unless otherwise

indicated, and as follows:

1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by

manufacturer.

2. Extra-Long-Lip Strikes: For locks used on frames with applied wood casing trim.

3. Aluminum-Frame Strike Box: Provide manufacturer's special strike box fabricated for

aluminum framing.

4. Double-lipped strikes: For locks at double acting doors. Furnish with retractable stop for

rescue hardware applications.

B. Standards: Comply with the following:

1. Strikes for Mortise Locks and Latches: BHMA A156.13.

2. Strikes for Bored Locks and Latches: BHMA A156.2.

3. Strikes for Auxiliary Deadlocks: BHMA A156.36.

4. Dustproof Strikes: BHMA A156.16.

2.7 DOOR CLOSERS

A. All door closers specified herein shall meet or exceed the following criteria:

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1. General: Door closers to be from one manufacturer, matching in design and style, with

the same type door preparations and templates regardless of application or spring size.

Closers to be non-handed with full sized covers including installation and adjusting

information on inside of cover.

2. Standards: Closers to comply with UL-10C for Positive Pressure Fire Test and be U.L.

listed for use of fire rated doors.

3. Cycle Testing: Provide closers which have surpassed 15 million cycles in a test witnessed

and verified by UL.

4. Size of Units: Comply with manufacturer's written recommendations for sizing of door

closers depending on size of door, exposure to weather, and anticipated frequency of use.

Where closers are indicated for doors required to be accessible to the physically

handicapped, provide units complying with ANSI ICC/A117.1.

5. Closer Arms: Provide heavy duty, forged steel closer arms unless otherwise indicated in

Hardware Sets.

6. Closers shall not be installed on exterior or corridor side of doors; where possible install

closers on door for optimum aesthetics.

7. Closer Accessories: Provide door closer accessories including custom templates, special

mounting brackets, spacers and drop plates as required for proper installation. Provide

through-bolt and security type fasteners as specified in the hardware sets.

B. Door Closers, Surface Mounted (Heavy Duty): ANSI/BHMA A156.4, Grade 1 surface

mounted, heavy duty door closers with complete spring power adjustment, sizes 1 thru 6; and

fully operational adjustable according to door size, frequency of use, and opening force. Closers

to be rack and pinion type, one piece cast iron or aluminum alloy body construction, with

adjustable backcheck and separate non-critical valves for closing sweep and latch speed control.

Provide non-handed units standard.

1. Manufacturers:

a. Norton Door Controls (NO) - 7500 Series.

b. No Substitution.

C. Door Closers, Surface Mounted (Cam Action): ANSI/BHMA 156.4, Grade 1 certified surface

mounted, high efficiency door closers with complete spring power adjustment, sizes 1 thru 6;

and fully operational adjustable according to door size, frequency of use, and opening force.

Closers to be of the cam and roller design, one piece cast aluminum silicon alloy body with

adjustable backcheck and independently controlled valves for closing sweep and latch speed.

1. Manufacturers:

a. Norton Door Controls (NO) - 2800ST Series.

b. No Substitution.

2.8 ARCHITECTURAL TRIM

A. Door Protective Trim

1. General: Door protective trim units to be of type and design as specified below or in the

Hardware Sets.

2. Size: Fabricate protection plates (kick, armor, or mop) not more than 2" less than door

width (LDW) on stop side of single doors and 1” LDW on stop side of pairs of doors, and

not more than 1" less than door width on pull side. Coordinate and provide proper width

and height as required where conflicting hardware dictates. Height to be as specified in

the Hardware Sets.

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DR. HOLZBERG SUITE

STRATFORD, NJ 08084



3. Where plates are applied to fire rated doors with the top of the plate more than 16” above

the bottom of the door, provide plates complying with NFPA 80. Consult manufacturer’s

catalog and template book for specific requirements for size and applications.

4. Protection Plates: ANSI/BHMA A156.6 certified protection plates (kick, armor, or mop),

fabricated from the following:

a. Stainless Steel: 300 grade, 050-inch thick.

5. Options and fasteners: Provide manufacturer's designated fastener type as specified in the

Hardware Sets. Provide countersunk screw holes.

6. Manufacturers:

a. Hiawatha, Inc. (HI).

b. Rockwood Products; ASSA ABLOY Architectural Door Accessories (RO).

c. Trimco (TC).

2.9 DOOR STOPS AND HOLDERS

A. General: Door stops and holders to be of type and design as specified below or in the Hardware

Sets.

B. Door Stops and Bumpers: ANSI/BHMA A156.16, Grade 1 certified door stops and wall

bumpers. Provide wall bumpers, either convex or concave types with anchorage as indicated,

unless floor or other types of door stops are specified in Hardware Sets. Do not mount floor

stops where they will impede traffic. Where floor or wall bumpers are not appropriate, provide

overhead type stops and holders.

1. Manufacturers:

a. Hiawatha, Inc. (HI).

b. Rockwood Products; ASSA ABLOY Architectural Door Accessories (RO).

c. Trimco (TC).

2.10 ARCHITECTURAL SEALS

A. General: Thresholds, weatherstripping, and gasket seals to be of type and design as specified

below or in the Hardware Sets. Provide continuous weatherstrip gasketing on exterior doors and

provide smoke, light, or sound gasketing on interior doors where indicated. At exterior

applications provide non-corrosive fasteners and elsewhere where indicated.

B. Smoke Labeled Gasketing: Assemblies complying with NFPA 105 that are listed and labeled by

a testing and inspecting agency acceptable to authorities having jurisdiction, for smoke control

ratings indicated, based on testing according to UL 1784.

1. Provide smoke labeled perimeter gasketing at all smoke labeled openings.

C. Fire Labeled Gasketing: Assemblies complying with NFPA 80 that are listed and labeled by a

testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings

indicated, based on testing according to UL-10C.

1. Provide intumescent seals as indicated to meet UL10C Standard for Positive Pressure

Fire Tests of Door Assemblies, and NPFA 252, Standard Methods of Fire Tests of Door

Assemblies.

D. Sound-Rated Gasketing: Assemblies that are listed and labeled by a testing and inspecting

agency, for sound ratings indicated.

E. Replaceable Seal Strips: Provide only those units where resilient or flexible seal strips are easily

replaceable and readily available from stocks maintained by manufacturer.

F. Manufacturers:

ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084



1. National Guard Products (NG).

2. Pemko Products; ASSA ABLOY Architectural Door Accessories (PE).

3. Reese Enterprises, Inc. (RE).

2.11 FABRICATION

A. Fasteners: Provide door hardware manufactured to comply with published templates generally

prepared for machine, wood, and sheet metal screws. Provide screws according to

manufacturers recognized installation standards for application intended.

2.12 FINISHES

A. Standard: Designations used in the Hardware Sets and elsewhere indicate hardware finishes

complying with ANSI/BHMA A156.18, including coordination with traditional U.S. finishes

indicated by certain manufacturers for their products.

B. Provide quality of finish, including thickness of plating or coating (if any), composition,

hardness, and other qualities complying with manufacturer's standards, but in no case less than

specified by referenced standards for the applicable units of hardware

C. Protect mechanical finishes on exposed surfaces from damage by applying a strippable,

temporary protective covering before shipping.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine scheduled openings, with Installer present, for compliance with requirements for

installation tolerances, labeled fire door assembly construction, wall and floor construction, and

other conditions affecting performance.

B. Notify architect of any discrepancies or conflicts between the door schedule, door types,

drawings and scheduled hardware. Proceed only after such discrepancies or conflicts have been

resolved in writing.

3.2 PREPARATION

A. Hollow Metal Doors and Frames: Comply with ANSI/DHI A115 series.

B. Wood Doors: Comply with ANSI/DHI A115-W series.

3.3 INSTALLATION

A. Install each item of mechanical and electromechanical hardware and access control equipment

to comply with manufacturer's written instructions and according to specifications.

1. Installers are to be trained and certified by the manufacturer on the proper installation and

adjustment of fire, life safety, and security products including: hanging devices; locking

devices; closing devices; and seals.

B. Mounting Heights: Mount door hardware units at heights indicated in following applicable

publications, unless specifically indicated or required to comply with governing regulations:

ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084



1. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural

Hardware for Standard Steel Doors and Frames."

2. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for

Wood Flush Doors."

3. Where indicated to comply with accessibility requirements, comply with ANSI A117.1

"Accessibility Guidelines for Buildings and Facilities."

4. Provide blocking in drywall partitions where wall stops or other wall mounted hardware

is located.

C. Retrofitting: Install door hardware to comply with manufacturer's published templates and

written instructions. Where cutting and fitting are required to install door hardware onto or into

surfaces that are later to be painted or finished in another way, coordinate removal, storage, and

reinstallation of surface protective trim units with finishing work specified in Division 9

Sections. Do not install surface-mounted items until finishes have been completed on substrates

involved.

D. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying

with requirements specified in Division 7 Section "Joint Sealants."

E. Storage: Provide a secure lock up for hardware delivered to the project but not yet installed.

Control the handling and installation of hardware items so that the completion of the work will

not be delayed by hardware losses before and after installation.

3.4 FIELD QUALITY CONTROL

A. Field Inspection: Supplier will perform a final inspection of installed door hardware and state in

report whether work complies with or deviates from requirements, including whether door

hardware is properly installed, operating and adjusted.

3.5 ADJUSTING

A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to

ensure proper operation or function of every unit. Replace units that cannot be adjusted to

operate as intended. Adjust door control devices to compensate for final operation of heating

and ventilating equipment and to comply with referenced accessibility requirements.

3.6 CLEANING AND PROTECTION

A. Protect all hardware stored on construction site in a covered and dry place. Protect exposed

hardware installed on doors during the construction phase. Install any and all hardware at the

latest possible time frame.

B. Clean adjacent surfaces soiled by door hardware installation.

C. Clean operating items as necessary to restore proper finish. Provide final protection and

maintain conditions that ensure door hardware is without damage or deterioration at time of

owner occupancy.

3.7 DEMONSTRATION

A. Instruct Owner's maintenance personnel to adjust, operate, and maintain mechanical and

electromechanical door hardware.

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DR. HOLZBERG SUITE

STRATFORD, NJ 08084



3.8 DOOR HARDWARE SETS

A. The hardware sets represent the design intent and direction of the owner and architect. They are

a guideline only and should not be considered a detailed hardware schedule. Discrepancies,

conflicting hardware and missing items should be brought to the attention of the architect with

corrections made prior to the bidding process. Omitted items not included in a hardware set

should be scheduled with the appropriate additional hardware required for proper application

and functionality.

B. The supplier is responsible for handing and sizing all products and providing the correct option

for the appropriate door type and material where more than one is presented in the hardware

sets. Quantities listed are for each pair of doors, or for each single door.

C. Manufacturer’s Abbreviations:

1. MK - McKinney

2. MR - Markar

3. RU - Corbin Russwin

4. HS - HES

5. NO - Norton

6. RO - Rockwood

7. PE - Pemko

8. SU - Securitron

9. SA - SARGENT

Hardware Sets

Set: 1.0

Doors: 1322

3 Hinge TA2714 US26D MK

1 Passage Latch CL3310 NZD 626 RU

1 Door Closer R7500 (or) PR7500 689 NO

1 Kick Plate K1050 10" BEV US32D RO

1 Door Stop 403 (or) 441CU US26D RO

3 Silencer 608 (or) 609 RO

Notes:

• Coordinate new hardware requirements with existing conditions.

Set: 2.0

Doors: 1321


ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084



1 Classroom Lock CL3355 NZD CT6D 626 RU

1 Cylinder Core CR8500 626 RU



Notes:


Set: 3.0

Doors: 1319




1 Door Closer R7500 (or) PR7500 689 NO




Set: 4.0

Doors: 1314

1 Continuous Hinge HG305 - DOOR HEIGHT 630 MR

1 Entrance Lock CL3351 NZD CT6D 626 RU



1 Gasketing (head/jamb) S88BL PE

Set: 5.0

Doors: 1312, 1313





1 Coat Hook RM801 US26D RO

Set: 5.1

Doors: 1310, 1311

ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084






Notes:

• Balance of existing hardware to remain.


Set: 6.0

Doors: 1301B




1 Surface Closer 2800ST 689 NO



Set: 7.0

Doors: 1301A


1 Storeroom Lock CL3357 NZD CT6R 626 RU



1 Cylinder CR1080 CT6D - LENGTH/CAM TO SUIT 630 RU

1 Electric Strike 1500C 630 HS

1 Bridge Rectifier 2005M3 HS

1 Automatic Opener 6312 689 NO




1 Frame Harness QC-C1500P MK

1 Relay RB-4-24 SU

2 Door Switch 501 NO

2 Mounting Box 542 NO

1 Keyswitch MKA SU

1 Power Supply AQD2-8C8R1 SU

ROWAN UNIVERSITY


DR. HOLZBERG SUITE

STRATFORD, NJ 08084



Notes:

• Connect power supply to fire alarm system.

• Electronic Operation: Keyswitch activates/deactivates electric strike and secure side door switch; key

retracts latchbolt. Free egress at all times. In case of power loss, door remains locked and latched.

Set: 8.0

Doors: 1315


1 Privacy Lock CL3320 NZD 626 RU




Set: 8.1

Doors: 1323

1 Privacy Lock CL3320 NZD 626 RU

Notes:


Set: 9.0

Doors: 1309

1 Card Reader Lock IN100-CL33134 IP NZD CT6R 626 RU

1 Hub AH30R12 SA

1 Antenna EXT-10-ANT SA

Notes:

• Balance of existing hardware to remain.


• Electronic Operation: Valid card unlocks outside lever or key retracts latchbolt. Free egress at all times.

In case of power loss, door remains locked and latched.


1 storeroom lockset1 elec strike(both similar to set 7.0)

PARTITION PER PLANS

HOLLOW METAL FRAME

DOOR

SEALANT (TYP.)

5/8

"SEE

FRAM

E TY

PE

HOLLOW METAL FRAME

VARIE

S

1/2

"

1/2

"

5/8" 2"

H1 J1

SEALANT (TYP.)

DOOR WIDTH

DO

OR H

EIG

HT

2"

2" 2"

J1

H1

HM1NF2'-9

"3'-7

"

3" 6"SEE

SC

HED

.

HEI

GHT

SEE SCHED.

WIDTH

SEE SCHED.

WIDTH

SEE

SC

HED

.

HEI

GHT

GL-1

DOOR AND FRAME NOTES1. OPENING FORCE OF INTERIOR NON-RATED DOORS SHALL BE NO GREATER THAN 5 LBS.2. OPENING FORCE OF FIRE RATED DOORS SHALL BE NO GREATER THAN 8 LBS.3. PAINT ALL EXPOSED STEEL (COLOR AS SELECTED BY ARCHITECT).4. PROVIDE COMPATIBLE FLASHING MATERIALS BETWEEN DISSIMILAR MATERIALS SUCH

AS STEEL TO ALUMINUM.5. SHIM ASSEMBLIES AS REQUIRED FOR PLUMB AND LEVEL. PROVIDE SEALANT AND

BACKER RODS AT ALL JOINTS BETWEEN WINDOW SYSTEMS, DOOR FRAMES AND OTHER SURROUNDING CONSTRUCTION.

6. THE MINIMUM LATCH SIDE CLEARANCE BETWEEN THE EDGE OF DOOR AND ADJACENT WALL OR OBSTRUCTIONS ON PULL SIDE SHALL BE 1'-6" MINIMUM.

7. THE MINIMUM LATCH SIDE CLEARANCE BETWEEN THE EDGE OF DOOR AND ADJACENT WALL OR OBSTRUCTIONS ON PUSH SIDE SHALL BE 1'-0" MINIMUM.

8. DO NOT APPLY WALL BASE TO HOLLOW METAL OR ALUMINUM FRAMES, UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR SHALL COORDINATE FOR INSTALLATION OF POWER, CONDUIT AND/OR WIRING, ETC. AT OPENINGS SCHEDULED TO RECEIVE DEVICES SUCH AS DOOR CONTACTS. CARD READERS, ELECTRIC LOCKS AND AUTOMATIC DOOR OPENERS.

10. ALL STUD FRAMED WALLS SHALL HAVE FULLY WRAPPED FRAMES

ABBREVIATIONS:

HM - HOLLOW METALWD - WOODAL - ALUMINUM

SEAL:

SIGNATURE:

CERTIFICATE:

SPIEZLE ARCHITECTURAL GROUP INC.1395 YARDVILLE HAMILTON SQUARE ROAD

SUITE 2AHAMILTON, NJ 08691

Phone: 609-695-7400

PROJECT:

DRAWING TITLE:

DRAWING NUMBER:

COMMISSION NUMBER:

REVISIONS:

FOR

SPIEZLE ARCHITECTURAL GROUP, INC. COPYRIGHT © 2018

THIS

DRAW

ING

IS F

ORM

ATT

ED T

O B

E PR

INTE

D A

T 3

0"x

42

"

1/1

6"=

1'-0

"

0'

8'

16

'3

2'

48

'

1/8

"=1

'-0"

0'

4'

8'

16

'2

4'

1/4

"=1

'-0"

0'

2'

4'

8'

12

'

1/2

"=1

'-0"

0'

1'

2'

4'

6'

3/4

"=1

'-0"

0'

6"

1'

2'

3'

1"=

1'-0

"

0'

6"

1'

2'

3'

1 1

/2"=

1'-0

"

0'

6"

1'

2'

3"=

1'-0

"

0'

3"

6"

1'

CODE REVIEW:

DO NOT SCALE THE DRAWINGS

# REVISION NAME DATE

FOR CODE REVIEW:

FOR BID:

CONSULTANTS:

THOMAS S. PERRINOSCOTT E. DOWNIESTEVEN LEONESTEVEN G. SIEGELSPIEZLE ARCHITECTURAL GROUP, INC.

21AI0150540021AI0167440021AI0117010021AI01564200

21AC00063000

C:\temp\18U033 - Rowan - Dr.Holzber [email protected]/22/2019 9:27:19 AM

DR. HOLZBERG SUITE

ROWAN UNIVERSITYSCHOOL OF

OSTEOPATHICMEDICINE

DOOR AND FRAMESCHEDULE AND

DETAILS

18U033

A10.1

ISSUED FOR PERMIT10-02-19

42 EAST LAUREL ROAD ,

STRATFORD, NJ 08084

10/02/2019

10/02/2019

DOOR AND FRAME SCHEDULE

MARK

LOCATION DOOR FRAME

RATING(MINS)

HARDWARESET REMARKS

From Room:Name

To Room:Name WIDTH(s) HEIGHT TYPE MATERIAL TYPE

1301A CORRIDOR WAITING 4'-0" 7'-0" F WD HM1 20 7.0 CONTRACTOR TO FURNISH AND INSTALL AUTO OPENER AND ACCESSORIES.

1301B WAITING CORRIDOR 4'-0" 7'-0" N WD HM1 . 6.0

1309 CORRIDOR CORRIDOR 3'-0" 7'-0" N WD HM1 . 9.0 EXISTING DOOR TO REMAIN. NEW HARDWARE

1310 CORRIDOR EXAM 3'-0" 7'-0" F WD HM1 . 5.1 EXISTING DOOR TO REMAIN. NEW HARDWARE. COAT HOOK ON BACK OFDOOR

1311 CORRIDOR EXAM 3'-0" 7'-0" F WD HM1 . 5.1 EXISTING DOOR TO REMAIN. NEW HARDWARE. COAT HOOK ON BACK OFDOOR

1312 CORRIDOR EXAM 4'-0" 7'-0" F WD HM1 . 5.0 COAT HOOK ON BACK OF DOOR

1313 CORRIDOR PROCEDURE 4'-0" 7'-0" F WD HM1 . 5.0 COAT HOOK ON BACK OF DOOR

1314 CORRIDOR CONSULT 4'-0" 7'-0" F WD HM1 . 4.0 COAT HOOK ON BACK OF DOOR

1315 PATIENT TOILET SPECIMEN 4'-0" 7'-0" F WD HM1 . 8.0 COAT HOOK ON BACK OF DOOR

1319 CORRIDOR CORRIDOR 3'-0" 7'-0" N WD HM1 20 3.0

1321 SOILED CLEANSTORAGE

3'-0" 7'-0" F WD HM1 . 2.0 SALVAGE AND RELOCATE EXISTING DOOR AND FRAME, PROVIDE NEWHARDWARE

1322 CORRIDOR BREAK ROOM/CONF ROOM

3'-0" 7'-0" F WD HM1 . 1.0 SALVAGE AND RELOCATE EXISTING DOOR AND FRAME, PROVIDE NEWHARDWARE

1323 STAFF TOILET CORRIDOR 3'-0" 7'-0" F WD HM1 . 8.1 EXISTING DOOR TO REMAIN. NEW HARDWARE

1" = 1'-0"2FRAME DETAILS

1/4" = 1'-0"3FRAME TYPES

1/4" = 1'-0"4DOOR TYPES

EXIST EXIST EXIST EXIST EXIST

EXIST EXIST EXIST EXIST EXIST

1 Addendum #1 10/22/2019

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