Addendum 1 19306.pdf

DTMB-0414 RFP (Rev 2/22)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration Design and Construction Division

REQUEST FOR PROPOSAL

ADDENDUM NO. 1

This form identifies an Addendum to a Request for Proposal for Professional Services, and incorporates interpretations or clarifications, modifications, and other information into the Request for Proposals.

Addenda will be numbered by the Project Director and distributed through SIGMA Vendor VSS as an attachment.

TO:

ALL PROPOSERS

DATE ISSUED

3/22/2024

PROJECT NAME

Various Doors and Window Replacements

FILE NUMBER

472/19306.JBB

PROJECT DIRECTOR

Jeff Barsch

PROPOSAL DUE DATE:

4/11/2024

ADDENDUM ITEMS: (attach additional sheets and drawings if required)

General:

1) The attendance list of eligible proposers on the project is attached.

2) A photograph of the existing windows to be replaced in the 200 Support Services Building.

3) A copy of the locations where doors in the 100 building will be upgraded to card readers in the current Video Management Project has been included for reference. PSC’s scope will need to be coordinated with Bret Emerson of CommTech.

4) A Copy of the MDOC Doors and Hardware Spec has been attached for use and reference.

5) A Copy of the MDOC Glazing Standards has been attached for use and reference.

6) A copy of Oldcastle Building Envelope Security Glazing information has been included for reference.

Corrections:

N/A

Please add the following to the PSC Scope of Services:

1) In Spruce Unit please include looking at both sets of doors into the yard area for potential options to eliminate center mullion.

2) In all Housing units look at options to widen entrance door and shrink sidelight to allow the lunch carts more width for access into the units.

3) Use of Aluminum Frames/doors may be considered outside the secure perimeter may be considered. Locations of where will be confirmed by the Facility during design. PSC shall include design effort to potentially incorporate those doors into the plans and specifications.

4) PSC shall include effort to coordinate special staging that will be required when locksmith door is replaced.

5) Tuck Pointing, brick replacement and interior painting will be required adjacent to door replacements.

http://www.buy4michigan.com/

6) All windows in Building 200 as reviewed on the walkthrough will be replaced. The final count on the number of windows in the administration building that are requested to be replaced will be included in Addendum 2. Those windows appeared to be the same as the Building 200 windows as reviewed on the walkthrough.

Questions:

N/A

APPROVED BY: Jeff Barsch 3/22/2024

PROJECT DIRECTOR DATE

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N ALCommtech Design 6585 BELDING ROAD NE., SUITE B

ROCKFORD, MICHIGAN 49341

WWW.COMMTECHDESIGN.COM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

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DOORS AND HARDEWARE

EXTERIOR DOORS

SECTION 08 1113 - HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes hollow-metal work.

B. Related Requirements:

1. Section 08 7000 "Door Hardware" for door hardware for hollow-metal doors.

1.3 DEFINITIONS

A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or SDI A250.8.

1.4 COORDINATION

A. Coordinate anchorage installation 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.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, core descriptions, fire-resistance ratings, and finishes.

B. Shop Drawings: Include the following:

1. Elevations of each door type.

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 each different wall opening condition.

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

7. Details of accessories.

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

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

C. Schedule: Provide a schedule of hollow-metal work prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings.

Coordinate with final Door Hardware Schedule.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver hollow-metal work palletized, packaged, or crated to provide protection during transit and Project-site storage. Do not use non-vented plastic.

1. Provide additional protection to prevent damage to factory-finished units.

B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions.

C. Store hollow-metal work vertically under cover at Project site with head up. Place on minimum 4-inch- (102-mm-) high wood blocking. Provide minimum 1/4-inch (6-mm) space between each stacked door to permit air circulation.

1.7 QUALITY ASSURANCE

A. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination."

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

1. CECO; an Assa Abloy Group company.

2. Curries Company; an Assa Abloy Group company.

3. Steelcraft; an Ingersoll-Rand company.

4. Or approved equal.

B. Source Limitations: Obtain hollow-metal work from single source from single manufacturer.

2.2 REGULATORY REQUIREMENTS

A. Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C.

2.3 HOLLOW-METAL DOORS AND FRAMES

A. Construct hollow metal doors and frames to comply with the standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified.

B. Commercial Doors and Frames: Extra- Heavy –Duty; SDI 250.8, Level 3. At locations indicated in the Door and Frame Schedule.

1. Physical Performance: Level A doors and Level A frames according to SDI A250.4.

2. Doors:

a. Type: As indicated in the Door and Frame Schedule.

b. Thickness: 1-3/4 inches (44.5 mm.)

c. Face: Metallic-coated steel sheet, minimum thickness of 0.053 inch (16 ga.), with minimum G90 coating.

d. Edge Construction: Model 2; continuously welded with no visible seam, seamless.

e. Core: Steel stiffened.

1) Thermal-Rated Doors: Provide doors fabricated with thermal-resistance value (R-value) of not less than 6.0 deg F x h x sq. ft./Btu (1.057 K x

sq. m/W) when tested according to ASTM C 1363.

3. Frames:

a. Materials: Metallic-coated steel sheet, minimum thickness of 0.067 inch (14 ga.) with minimum G90 coating.

b. Construction: Full profile welded, without exception.

4. Exposed Finish: Prime.

2.4 FRAME ANCHORS

A. Jamb Anchors:

1. Post-installed Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inch- (9.5-mm-) diameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate, welded to frame at each anchor location.

2. Stud-Wall Type: Designed to engage wood frame/ wood post, secured to back of frames;

not less than 0.042 inch (1.0 mm) thick.

B. Floor Anchors: Formed from same material as frames, minimum thickness of 0.042 inch (1.0 mm), and as follows:

1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners.

2.5 MATERIALS

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

B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled.

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

D. Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 04Z (12G) coating designation; mill phosphatized.

1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M, Class B.

E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.

F. Power-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hollow-metal frames of type indicated.

G. Grout: ASTM C 476, except with a maximum slump of 4 inches (102 mm), as measured according to ASTM C 143/C 143M.

H. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool; with maximum flame-spread and smoke developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics.

I. Glazing: Comply with requirements in Section 088000 "Glazing."

J. Bituminous Coating: Cold-applied asphalt mastic, compounded for 15-mil (0.4-mm) dry film thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities.

2.6 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 metal thickness. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment.

B. Hollow-Metal Doors:

1. Vertical Edges for Single-Acting Doors: Bevel edges 1/8 inch in 2 inches (3.2 mm in 51 mm).

2. Top Edge Closures: Close top edges of doors with inverted closures, except provide flush closures at exterior doors of same material as face sheets.

3. Bottom Edge Closures: Close bottom edges of doors with end closures or channels of same material as face sheets.

4. Exterior Doors: Provide weep-hole openings in bottoms of exterior doors to permit moisture to escape. Seal joints in top edges of doors against water penetration.

C. Hollow-Metal Frames: 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.

1. 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.

2. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated.

3. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted.

4. Floor Anchors: Weld anchors to bottoms of jambs with at least four spot welds per anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at bottoms of jambs.

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

a. Post Framed-Wall Type: Locate anchors not more than 18 inches (457 mm) from top and bottom of frame. Space anchors not more than 32 inches (813 mm) o.c. and as follows:

1) Three anchors per jamb up to 60 inches (1524 mm) high.

2) Four anchors per jamb from 60 to 90 inches (1524 to 2286 mm) high.

3) Five anchors per jamb from 90 to 96 inches (2286 to 2438 mm) high.

4) Five anchors per jamb plus one additional anchor per jamb for each 24 inches (610 mm) or fraction thereof above 96 inches (2438 mm) high.

b. Post-installed Expansion Type: Locate anchors not more than 6 inches (152

mm) from top and bottom of frame. Space anchors not more than 26 inches (660

mm) o.c.

6. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers as follows. Keep holes clear during construction.

a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers.

b. Double-Door Frames: Drill stop in head jamb to receive two door silencers.

D. Fabricate concealed stiffeners and edge channels from either cold- or hot-rolled steel sheet.

E. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates.

1. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware.

2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollow-metal work for hardware.

F. Stops and Moldings: Provide stops and moldings around glazed lites and louvers where indicated. Form corners of stops and moldings with mitered hairline joints.

1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollow metal work.

2. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each glazed lite is capable of being removed independently.

3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames.

4. Provide loose stops and moldings on inside of hollow-metal work.

5. Coordinate rabbet width between fixed and removable stops with glazing and installation types indicated.

2.7 STEEL FINISHES

A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer.

1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer complying with SDI A250.10; recommended by primer manufacturer for substrate;

compatible with substrate and field-applied coatings despite prolonged exposure.

2.8 ACCESSORIES

A. Grout Guards: Formed from same material as frames, not less than 0.016 inch (0.4 mm) thick.

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. Examine roughing-in for embedded and built-in anchors to verify actual locations before frame installation.

C. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work.

D. 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. Drill and tap doors and frames to receive nontemplated, 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 SDI A250.11 or NAAMM-HMMA 840 as required by standards specified.

1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged.

a. At fire-rated openings, install frames according to NFPA 80.

b. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously;

grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces.

c. Install frames with removable stops located on secure side of opening.

d. Install door silencers in frames before grouting.

e. Remove temporary braces necessary for installation only after frames have been properly set and secured.

f. Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances.

g. Field apply bituminous coating to backs of frames that will be filled with grout.

2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with post-installed expansion anchors.

a. Floor anchors may be set with power-actuated fasteners instead of post-installed expansion anchors if so indicated and approved on Shop Drawings.

3. Metal-Stud Partitions: Solidly pack mineral-fiber insulation inside frames.

4. In-Place Concrete or Masonry Construction: Secure frames in place with post-installed expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces.

5. Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment, twist, and plumb to the following tolerances:

a. Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.

b. Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal line parallel to plane of wall.

c. Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.

d. Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs at floor.

C. Hollow-Metal Doors: Fit hollow-metal doors accurately in frames, within clearances specified below. Shim as necessary.

1. Non-Fire-Rated Steel Doors:

a. Between Door and Frame Jambs and Head: 1/8 inch (3.2 mm) plus or minus 1/32 inch (0.8 mm).

b. Between Edges of Pairs of Doors: 1/8 inch (3.2 mm) to 1/4 inch (6.3 mm) plus or minus 1/32 inch (0.8 mm).

c. At Bottom of Door: 3/4 inch (19.1 mm) plus or minus 1/32 inch (0.8 mm).

d. Between Door Face and Stop: 1/16 inch (1.6 mm) to 1/8 inch (3.2 mm) plus or minus 1/32 inch (0.8 mm).

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

D. Glazing: Comply with installation requirements in Section 08 8000 "Glazing" and with hollow metal manufacturer's written instructions.

1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not more than 9 inches (230 mm) o.c. and not more than 2 inches (51 mm) o.c. from each corner.

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 Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer.

D. Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions.

END OF SECTION 08 1113

Interior Glazing – non-fire rated (inside of secure area of facility)

• Doors and Adjacent Side Lites: 3/8” minimum Abrasion Resistant Polycarbonate

• Borrowed Lites: 3/8” minimum Abrasion Resistant Polycarbonate

WHVCF Vocational Village – product that was used here:

Doors, Adjacent Side Lites and Windows:

Palgard 3/8-inch Flat Solid Abrasion Resistant Polycarbonate Sheet

Interior Glazing – fire rated (inside of secure area of facility)

Clear Laminated Glass with two plies of annealed float glass when a rating is required (note: most vestibule exit doors do not require a rating, but this should be verified by the PSC for each case).

Minimum Thickness of Each Glass Ply: 3 mm Interlayer Thickness: 0.030 inch (0.76 mm) Safety glazing required

Exterior (inside of secure area of facility)

At a Vestibule Doors: 3/8” minimum Abrasion Resistant Polycarbonate Doors and Adjacent Side Lites: 3/8” minimum Abrasion Resistant Polycarbonate Windows: 3/8” minimum Abrasion Resistant Polycarbonate

Without Vestibule*

Doors: 3/8” minimum Abrasion Resistant Polycarbonate Doors and Adjacent Side Lites: 3/8” minimum Abrasion Resistant Polycarbonate Windows: 3/8” minimum Abrasion Resistant Polycarbonate

*Utilizing a single pane of polycarbonate will not meet the energy code when used in window openings.

Per the 2015 Michigan Energy Code: 0.42 (minimum R-Value of 2.4) for fixed metal window framing

Lexan (Lexgard MP-1000 – 1” polycarbonate) is U-factor 0.62 (R-Value of 1.6) doesn’t meet the Energy Code.

The 1 1/4" Patriot Armor (used at WHVCF) has a U value of .25 (R-Value of 4.0) – meeting the Energy Code.

WHVCF Vocational Village – product that was used here:

Doors, Adjacent Side Lites and Windows:

GCP 450 IG 1.25” Patriot Armor Low-E Insulated Glazing or equal Overall Unit Thickness: 1-1/4 inch (32 mm) Layer 1: 1/4” tempered glass (exterior side) Layer 2: 1/2” Argon Airspace Layer 3: 1/8” Chem Strengthened Glass Layer 4: 0.05 Urethane Layer 5: 1/8” Polycarbonate Layer 6: 0.05 Urethane Layer 7: 1/8” Chem Strengthened Glass (interior side)

This product meets:

• ANSI Z97.1-1984 Safety Glazing Materials for Buildings

• ASTM C 1036 Standard Specification for Flat Glass

• ASTM C 1172 Standard Specification for Laminated Architectural Flat Glass

BALLISTIC AND FORCED ENTRY RATINGS

H.P. WHITE TP-0500.02 Level I – Forced Entry H.P. White Level A Ballistics – 38 Special (low spall)

Interior Bubble-Gate Glazing (entire perimeter of bubble)

Doors and Adjacent Side Lites and Borrowed Lites:

Global Security Glazing Secur-Tem + Poly 2115 or equal (approximate thickness of .754 inch) (this info is from Woodland Correctional Bubble Gate)

• Fully tempered glass both sides

• Forced Entry: Tested per HP White Level III-TP-0500.02 / WMFL Level III / ASTM 1915 Grade 2

(40 minutes)

• Ballistic: Tested per UL 752 Ballistic Level B / .38 Special handgun, 3 shots in an 8” circle, 158 grain lead, 20 ft. / 9mm, 3 shots in an 8” circle, 158 grain lead, 20 ft. / Spall with no penetration.

Interior Glazing – non-fire rated (outside of secure area of facility)

• Doors and Adjacent Side Lites: 1/4-inch tempered glazing (clear)

• Borrowed Lites: 1/4-inch tempered glazing (tint to match existing)

Interior Glazing – fire rated (outside of secure area of facility)

Clear Laminated Glass with two plies of annealed float glass when a rating is required (note: most vestibule exit doors do not require a rating, but this should be verified by the PSC for each case).

Minimum Thickness of Each Glass Ply: 3 mm Interlayer Thickness: 0.030 inch (0.76 mm) Safety glazing required

Exterior (outside secure area of facility)

At a Vestibule

• Doors: 1/4-inch tempered glazing (clear interior and tint to match existing at exterior)

• Doors and Adjacent Side Lites: 1/4-inch tempered glazing (clear interior and tint to match existing at exterior)

• Windows: 1-inch Insulated Low-E Glass Unit (tint to match existing) (tempered when within 18-inches of the floor)

Without Vestibule

• Doors: 1-inch tempered Insulated Low-E Glass Unit (tint to match existing)

• Doors and Adjacent Side Lites: 1-inch tempered Insulated Low-E Glass Unit (tint to match existing)

• Windows: 1-inch Insulated Low-E Glass Unit (tint to match existing)

S ecurity G lazing: A rm orP rotect

®, A rm orR esist

ArmorProtect®: Forced-Entry Resistant

At Oldcastle BuildingEnvelope™, we offer a comprehensive collection of security glazing products for detention facilities. From ArmorProtect® Plus with 250 times the impact strength of conventional glass to ArmorResist®, our proprietary line of bullet-resistant glazing. What’s more, we’re the only manufacturer who can provide these solutions nationally. No matter where you or your projects are. It’s that kind of consistent innovation and reliable service you’ve come to expect from Oldcastle BuildingEnvelope™.

ArmorProtect® attack-resistant security glazing laminates contain the toughest plastics available, often containing multiple layers for maximum forced-entry resistance. Typically, these products are used in prisons, jails and other secure establishments.

ArmorProtect® Plus is a family of multiply laminates containing one or more core layers of polycarbonate, often called glass-clad polycarbonates. Polycarbonate is the strongest available clear plastic and has 250 times the impact strength of glass. Both the inner and outer lites of the laminate are heat-strengthened glass, to provide the durability that the polycarbonate alone could not offer.

ArmorResist® is designed to resist attacks by a wide range of weapons. All the standards throughout the world have two main requirements: (1) the glazing must resist penetration by a specified bullet and (2) the spall or flying fragments leaving the rear face, as a result of the impact, must be limited.

ArmorResist® meets both of these requirements.

ArmorResist® Plus is a combination of glass, polycarbonate and advanced interlayers.

The unit is designed to flex and absorb the energy of a bullet. Note: ArmorResist®glazing materials are not classified as forced-entry resistant.

ArmorResist® Bullet-Resistant

Oldcastle BuildingEnvelope™—the only national manufacturer that offers a complete line of total security glazing solutions.

2425 Olympic Boulevard, Suite 525-East � Santa Monica, CA 90404 1-866-OLDCASTLE (653-2278) � oldcastlebe.com

S ecurity G lazing: A rm orP rotect

®, A rm orR esist

Nominal Max HPW-TP-0500 ASTM UL Thickness Weight Size

Trade name Product# FE BR WMFL F1915 752 inches lbs/ft2 inches Assembly(1)

ArmorProtect® Plus 121000 1 A(2) – – – 7/16 4.6 60 x 96 GCP

ArmorProtect® Plus 121100 1 A(2) – – – 9/16 5.4 60 x 96 GCP

ArmorProtect® Plus 121200 1 B(2) – – – 11/16 6.2 60 x 96 GCP

ArmorProtect® Plus 122000 2 B(2) 3 – – 13/16 6.4 60 x 96 GCP

ArmorProtect® Plus 123000 3 B(2) 3 3(3) – 3/4 6.3 60 x 96 GCP

ArmorProtect® Plus 123100 3 B(2) 2 – – 7/8 7.1 60 x 96 GCP

ArmorProtect® Plus 123200 2 B(2) 2 2(3) – 15/16 7.2 60 x 96 GCP

ArmorProtect® Plus 124100 – – 1(2) 1(3) – 1-1/4 10.8 60 x 96 GCP

ArmorProtect® Plus 124200 – – 1 – 3 1-3/8 11.8 60 x 96 GP

ArmorProtect® Max 132000 2-step 14 A – – – 3/8 2.5 60 x 96 LPC

ArmorProtect® Max 133000 3-step 16 A – – – 1/2 3.4 60 x 96 LPC

ArmorProtect® Max 134000 4-step 38 B – – – 3/4 5.0 60 x 96 LPC

ArmorProtect® Max 135000 5 B – – 2 1 6.6 60 x 96 LPC

ArmorProtect® Max 135100 5 C 2 – 3 1-1/4 8.2 60 x 96 LPC

Security Laminates for Use in Forced-Entry Applications

All ArmorProtect® Max products tested to UL 752 will bear a permanent UL logo.

(1) GCP–glass-clad polycarbonate; GP–glass laminate with exposed mar-resistant polycarbonate; LPC–laminated polycarbonate.

(2) These products are designed to resist bullet penetration. They do not resist spalling.

(3) Reference test report for torch and small blunt impactor results.

Nominal UL Thickness Weight Max

Trade name Product # 752 NIJ inches lbs/ft2 Size Assembly(3)

ArmorResist® 211000 1(1) – 1-3/16 14.7 500 lbs(2) AGL

ArmorResist® 211100 1(1) – 1-5/16 15.5 500 lbs(2) AGL

ArmorResist® 212000 2(1) – 1-1/2 19.3 500 lbs(2) AGL

ArmorResist® 213000 3(4) – 2 25.8 500 lbs(2) AGL

ArmorResist® 214000 4(1) – 2 25.8 500 lbs(2) AGL

ArmorResist® 215000 5(1) – 2 25.8 500 lbs(2) AGL

ArmorResist® 216000 6(1) – 1-13/16 22.6 500 lbs(2) AGL

ArmorResist® 212100 – 2A 1-3/16 14.7 500 lbs(2) AGL

ArmorResist® 212200 – 2 1-1/2 19.1 500 lbs(2) AGL

ArmorResist® 213100 – 3A 1-3/4 22.7 500 lbs(2) AGL

ArmorResist® Plus 221000 1(1) – 0.81 8.4 60 x 96 GP

ArmorResist® Plus 222000 2(1) – 1.03 11.2 60 x 96 GP

ArmorResist® Plus 223000 3(1) – 1.22 13.5 60 x 96 GP

ArmorResist® Plus 223100 3 – 0.93 11.2 60 x 96 GP

ArmorResist® Plus 224200 4(1) – 1.22 13.5 60 x 96 GP

ArmorResist® Plus 225000 5(1) – 1.28 13.6 60 x 96 GP

ArmorResist® Plus 226000 6(1) – 1.04 10.0 60 x 96 GP

ArmorResist® Plus 227100 7(1) – 1.64 18.5 60 x 96 GP

ArmorResist® Plus 228000 8(1) – 2.17 25.1 60 x 96 GP

ArmorResist® Plus 223010 – 3 1.68 18.5 60 x 96 GP

ArmorResist® Plus 224100 – 4 2.27 26.6 60 x 96 GP

Security Laminates for Use in Bullet-Resistant Applications

(1) indicates UL certification and permanent UL logo.

(2) maximum size is limited by the listed weight.

(3) AGL–all-glass laminate; GP–glass-clad polycarbonate with exposed polycarbonate.

(4) indicates UL certification and permanent UL logo - indoor only