16419 Addendum 5.pdf

St. Louis Correctional Facility Addendum #05 Entrance Door Replacement and January 12, 2018 Masonry Repairs Page 1 of 8

ADDENDUM

Project Name: Saginaw Correctional Facility Addendum No: Five (5) Entrance Door Replacement and Masonry Repairs

SOM File Number: 472/16419.APL SOM Index No.: 46630 PIA Project Number: 17-134 Issue Date: January 12, 2018

Project Location: Freeland, Michigan .

To the Contract Documents for the requested Entrance Door Replacement and Masonry Repairs at Saginaw Correctional Facility. This Addendum forms a part of the above described Contract Documents and supersedes, supplements or clarifies parts thereof to the extent defined by the terms set forth in this Addendum.

This Addendum consists of Eight (8) typed pages and the following attachments:

Project Manual & Specifications:

o Bid Summary Form o Bid Schedule Forms o Section 083463 – Detention Doors and Frames

Drawings:

o A0-00 Cover Sheet o A0-02 Composite Campus Plan o A0-03 Door Schedules, Frame and Door Types, Special Frame Details o A0-04 Opening Details o A0-05 Opening Details o A1-01 Enlarged Door Area Floor Plans – Demo, Buildings 100, 200 o A3-01 Enlarged Door Area Floor Plans – New, Buildings 100, 200 o E0-02 Composite Campus Electrical Plan o E1-01 Electrical Door Area Floor Plans – Demo, Buildings 100, 200, 500, 700, 800, 900, & 1200 o E3-01 Electrical Door Area Floor Plans – New, Buildings 100, 200, 500, 700, 800, 900, & 1200

SPECIFICATIONS:

Item # Description

Item SP-1 Bid Summary (revised, and reissued this addendum):

A. REVISE “Bid Summary” form as follows:

1. REVISE “ Bid Opening Date” to read:

January 31, 2018, at 2:00 pm local time.

Item SP-2 Bid Summary (revised, and reissued this addendum):

A. REVISE the “Bid Summary” form as follows:

1. REVISE the “Bid Summary” form as indicated and as follows

a) ADD “Alternate No. 3” to Base Bid items.

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b) REVISE Project Scope of Work as follows:

1) Changed “automatic aluminum sliding security gates” to read “automatic hollow metal sliding security gates”.

c) ADD in-fill spaces for additional Addendum as issued.

2. NOTE: a REVISED “Bid Summary” form is included as part of this addendum:

a) Use / Submit the REVISED “Bid Summary” form attached.

Item SP-3 Bid Schedule (revised, and reissued this addendum):

A. REVISE the “Bid Schedule” form as indicated and as follows:

1. REVISE the “Base Bid Schedule” to include the following:

a) Provided line item for “Base Bid” as indicated;

b) Revised “Allowance Schedule” as indicated;

c) Revised line item to read “Total Base Bid” as indicated.

2. REVISE the “Schedule of Unit Prices” as indicated;

3. REVISE the “Schedule of Alternates” as indicated and as follows:

a) Added description of each alternate b)Added “Alternate No. 3” to the schedule as indicated.

4. NOTE: a REVISED “Bid Schedule” form is included as part of this addendum:

a) Use / Submit the REVISED “Bid Schedule” form attached.

Item SP-4 Section 00010 – Pre-Bid information, (revised but not reissued this addendum):

A. REVISE “Pre-Bid Information paragraph #1, “Invitation to Bid” as follows:

1. REVISE to read:

The State of Michigan as the Owner will receive bids electronically through the SIGMA VSS website at https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService, for Department of Corrections Saginaw Correctional - Entrance Door Replacement and Masonry Repairs until 2:00 p.m., local time, on January 31, 2018.

B. REVISE “Pre-Bid Conference, paragraph #5, as follows:

1. REVISE “Contact Person, paragraph #8, as follows:

2. Revise as follows:

Questions will be accepted until January 22, 2018 at 2:00 pm

Item SP-5 Section 00100 – Instructions to Bidders (revised but not reissued this addendum):

A. Paragraph 22, Contract Time, revise schedule to read as follows:

Project Schedule:

Pre-Bid Walk-Through Inspection October 25, 2017 1:00 P.M.

Second Pre-Bid Walk-thru December 6, 2017 1:00 P.M Last Date for Questions January 22, 2018 2:00 P.M.

Bid Due Date January 31, 2018 2:00 P.M Administrative Board of Contract Approval March 13, 2018 Executed Contract with Contractor March 28, 2018 Sliding Security Entrances Start (30 day completion) Anytime this winter/spring

(during facilities third work shift) https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService

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Sliding Security Entrances Completed Start plus 30 days Masonry Repair Work Starts (120 days Completion) April 16, 2018 Entrance Door Replacement Starts (120 days Completion) April 16, 2018 (Start date allows for submittal review and fabrication lead time.

Contractor to provide two crews for entrance door replacement work) Masonry Repair Work completed August 13, 2018 Entrance Door Replacement Completion August 13, 2018

Item SP-6 Section 01030 - Alternates (revised, but not reissued this addendum):

A. ADD the “Deduct Alternate No. 3” as follows:

Deduct Alternate No. 3: Removal and Replacement of Door 100S2:

State the amount to be deleted from the Base Proposal Sum to provide all labor and materials required to delete from the base bid the removal and replacement of Door 100S2 as shown and referenced on the drawings. Alternate includes all associated components for a complete installation, including demolition, replacement, finishes, wiring and controls. Refer to entire set of drawings for additional items pertaining to this alternate.

Item SP-7 Section 024119 – Selective Demolition (revised, but not reissued this addendum):

A. Part 3 – Execution, 3.5 Disposal of Demolished Materials, revise as follows:

1. DELETE the following sentence 3.5 A (4):

4. Comply with requirements specified in Section 017419 "Construction Waste Management and Disposal."

Item SP-8 Section 084113 – Aluminum Framed Entrances and Storefronts (revised, but not reissued this addendum):

A. Part 2 – Products, 2.1, I, Performance Requirements, “Windborne Debris Impact Resistance” revise as follows:

1. REVISE “Wind Zone 4” to read “Wind Zone 1”.

B. Part 2 – Products, 2.2, Manufacturers, Storefront” revise as follows:

1. REVISE 2.2 C – “Entrance 100B” as follows:

a. DELETE “Thermal Block “T 14000 Series”, 2” x 4 ½” storefront framing” and

b. REVISE to read:

“C. Entrance 100B - Provide Tubelite Inc. Thermal Block “T 24650 Series”, 2” x 6 ½” storefront framing and Thermal-Block wide stile entrance door.

Item SP-9 Section 083463 – Detention Doors and Frames (new section, issued this addendum):

A. ADD new Section 083463 Detention Doors and Frames in entirety to the specification manual

Item SP-10 Section 084229 – Sliding Automatic Entrances (deleted per this addendum):

A. DELETE Section Automatic Sliding Entrance Systems in entirety from the specification

Item SP-11 Section 087100 - Door Hardware Schedule (revised, but not re-issued):

A. Part 1, General, 1,2 Summary revise as follows:

1. DELETE 1.2 A.2.“ Other doors to the extent indicated” and

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a. ADD 1.2 A.2. to read “Aluminum Entrance Doors.

2. ADD 1.2 A.3. to read: “Automatic Sliding Detention Doors”.

B. Part 1, General, 1,2 Summary revise as follows:

1. 1.2 C” Related Sections”, add the following:

a. ADD 1.2 C.3. Section “Detention Doors and Frames” C. Part 1, General, 1,2 Summary revise as follows:

1. 1.2 D “Codes and references” add the following:

a. ADD 1.2 D.8. Intertex Testing Services (Warnock Hersey WH-ETL) Listed.

D. Part 2, Products, revise as follows:

1. ADD 2.2.1 Security / Detention Door hardware as follows:

` 2.2.1 SECURITY/DETENTION DOOR HARDWARE

8. Electric Lockset Manufacturers:

1. RR Brinks Locking Systems

2. Southern / Folger Adam

3. Willo Products Co.

4. Midwest Portland Detention Equipment and Hardware

9. Cylinder Manufacturers:

1. Best

2. No substitutions allowed.

10. Push/Pull Manufacturers:

1. Midwest Portland Detention Equipment and Hardware

2. RR Brink Locking Systems

3. Ives

4. Rockwood

11. Gaskets

E. Part 2, Products, revise as follows:

1. REVISE 2.2. Hanging Devices to read:

2.2.2 Hanging Devices:

F. Part 2, Products, revise as follows:

1. ADD 2.6 Conventional Exit Devices as follows:

a. ADD the following #12. And 13 to “A General Requirements”:

12.Electromechanical Options: Subject to same compliance standards and requirements as mechanical exit devices, electrified devices to be of type and design as specified in hardware sets. Include any specific controllers when conventional power supplies are not sufficient to provide the proper inrush current.

13.Motorized Electric Latch Retraction: Devices with an electric latch retraction feature must use motors which have a maximum current draw of 600mA.

Solenoid driven latch retraction is not acceptable.

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b. ADD the “C. Tube Steel Removable Mullions” as follows:

C. Tube Steel Removable Mullions: ANSI/BHMA A156.3 removable steel mullions with malleable-iron top and bottom retainers and a primed paint finish.

1. Provide keyed removable feature where specified in the Hardware Sets.

2. Provide stabilizers and mounting brackets as required.

3. Provide electrical quick connection wiring options as specified in the hardware sets.

4. Acceptable Manufacturers:

a. Corbin Russwin Hardware (RU) - 700/900 Series.

b. Sargent Manufacturing (SA) - 980S Series.

c. Yale Locks and Hardware (YA) - M200 Series.

G. Part 3, Execution; revise as follows:

1. 3.2 - Preparation, revise as follows:

a. DELETE 3.2 B “ Wood Doors – Comply with ANSI / DHI A115.1 W Series

2. 3.3 Installation, revise as follows:

a. DELETE 3.3 B.2 “Wood Doors – DHI WDHS.3 Recommended Locations for Architectural Hardware for Wood Flush Doors”.

b. DELETE 3.3 B.4 “ Provide blocking in drywall partitions where wall stops or other wall mounted hardware is located.”

3. 3.8 Door Hardware Sets, revise as follows:

a. 3.8 B. “Manufacturers Abreviations”, add the following:

8. Willo Willo

9. RRB RR Brinks

4. 3.8 - Door Hardware Sets, revise as follows:

b. DELETE Hardware Set #1.1, #1.2, and #1.3 in entirety and,

c. ADD the following Hardware Sets # 1.1 as follows:

Set: 1.1 Doors: 100-S1, 100-S3

1 EA Locking Device E1 – Rack Drive Willo or Equiv.

1 EA Manual Release Column w/ #10 Deadlock keyed two sides Willo or Equiv.

2 EA Electric Key Switch Both sides of door 1 EA Door Guide Wall Mtd. by Manuf. to HM Framing Willo or Equiv.

1 EA Door Guide Angle Mtd. to bott. of door Willo or Equiv.

2 EA Raised Pull 701 Ea. Side 626 Port/Midwest

d. ADD the following Hardware Sets # 1.1 as follows:

Set: 1.2 Doors: 100-S2, 100S4

1 EA Locking Device E1 – Rack Drive Willo or Equiv.

https://www.openingsstudio.com/AAOS/AAOS/CutSheetViewer.jsp?IDS=135555360, https://www.openingsstudio.com/AAOS/AAOS/CutSheetViewer.jsp?IDS=135555360, Masonry Repairs Page 6 of 8

1 EA Manual Release Column w/ #10 Deadlock keyed two sides Willo or Equiv.

1 EA Electric Key Switch One side of door 1 EA Door Guide Wall Mtd. by Manuf. to HM Framing Willo or Equiv.

1 EA Door Guide Angle Mtd. to bott. of door Willo or Equiv.

2 EA Raised Pull 701 Ea. Side 626 Port/Midwest

DRAWINGS

Architectural Item Description

Item A-1 Drawing Sheet A0-00 Cover Sheet (revised, and reissued this addendum):

A. Revise List of Drawings as follows:

1. ADD List of Drawings issued this Addendum-5 on 1/12/2018, as indicated

Item A-2 Drawing Sheet A0-02 Composite Campus Plan (revised, and reissued this addendum):

A. Revise Composite Campus Plan as follows:

1. REVISE Plan Detail “6/A1-01-A3-01” as follows:

a. Revise to read: “6A/A1-01-A3-01” as indicated.

b. Revise Door # 100-S2 to read 100-S3

2. ADD Plan Detail “6B/A1-01-A3-01”.(Alternate-3) as indicated for Door 100-S2

3. REVISE Plan Detail “7/A1-01-A3-01” as follows:

a. Revise Door # 100-S3 to read 100-S4

Item A-3 Drawing Sheet A0-03 Door Schedule, Frame and Door Types & Details (revised, and reissued this addendum):

A. Revise Door / Opening Schedule as follows:

1. REVISE Door 100B-1 frame depth to 6 1/2” in lieu of 6”

2. REVISE Door 100B-2 frame depth to 6 1/2” in lieu of 6”

3. ADD door 100g to schedule

4. REVISE “Key Notes” for Doors 100F and 100G as indicated

5. REVISE Doors 100S1, 100S3, and 100S4 as indicated

6. ADD Door 100S2 (Alternate -3) to the schedule as indicated .

B. Revise Frame Types as follows:

1. REVISE Frame Type F13 as indicated

C. Revise Threshold Details as follows:

1. REVISE Threshold Detail “T1” as indicated

D. REVISE Door / Opening Key Notes as follows

1. REVISE key Notes # 2, 4, 6, 7, 8, and 9

2. ADD Key Notes # 10 and 11

Item A-4 Drawing Sheet A0-04 Opening Details (revised, and reissued this addendum):

A. Revise Opening Details as follows:

1. REVISE Details D24, D25, D26, and D27 as indicated.

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Item A-5 Drawing Sheet A0-05 Opening Details (revised, and reissued this addendum):

A. Revise Opening Details as follows:

1. REVISE Details D31, D32, D33, D34, D35, D36, D37, as indicated

2. ADD new detail D43, as indicated.

3. Revise “Detail #3, Sliding Door at Sally Port Room - Typical Elevation” as indicated.

Item A-6 Drawing Sheet A1-01 Enlarged Door Area Floor Plans – Demo- Bldgs 100, 200, (revised, and reissued this addendum):

A. Revise Enlarged Demo Floor Plans as follows:

1. REVISE Enlarged Demo Floor Plan - Doors 100S1 as indicated.

2. REVISE Enlarged Demo Floor Plan - Doors 100S2 as indicated.

3. REVISE Enlarged Demo Floor Plan - Doors 100S3 as indicated.

4. ADD Enlarged Demo Floor Plan - Doors 100S4 as indicated.

Item A-7 Drawing Sheet A3-01 Enlarged Door Area Floor Plans – New - Bldgs 100, 200, (revised, and reissued this addendum):

A. Revise Enlarged Floor Plans as follows:

1. REVISE Enlarged Floor Plan - Doors 100S1 as indicated.

2. REVISE Enlarged Floor Plan - Doors 100S2 as indicated.

a)Revise Plan Detail Tag to read “6A” in lieu of “6”

3. REVISE Enlarged Floor Plan - Doors 100S3 as indicated.

4. ADD Enlarged Floor Plan - Doors 100S4 as indicated.

Electrical

Item E-1 Drawing Sheet E0-02 Composite Campus Electrical Plan (revised, and reissued this addendum):

A. Revise Composite Campus Electrical Plan as follows:

1. REVISE Plan Detail “2/E1-01-E3-01” to read “2A/E1-01-E3-01”. As indicated

2. ADD Plan Detail “2B/E1-01-E3-01”.(Alternarte-3) as indicated

Item E-2 Drawing Sheet E1-01 Enlarged Door Area Floor Plans – Electrical Demo- Bldgs 100, 200, (revised, and reissued this addendum):

A. Revise Enlarged Demo Floor Plans as follows:

1. REVISE Enlarged Electrical Demo Floor Plan - Doors 100S1 as indicated.

2. REVISE Enlarged Electrical Demo Floor Plan - Doors 100S2 as indicated.

3. REVISE Enlarged Electrical Demo Floor Plan - Doors 100S3 as indicated.

4. ADD Enlarged Electrical Demo Floor Plan - Doors 100S4 as indicated.

Item E-3 Drawing Sheet E3-01 Enlarged Door Area Floor Plans – Electrical New - Bldgs 100, 200, (revised, and reissued this addendum):

A. Revise Enlarged Floor Plans as follows:

1. REVISE Enlarged Electrical Plan - Doors 100S1 as indicated.

2. REVISE Enlarged Electrical Plan - Doors 100S2 as indicated.

a)Revise Electrical Plan Detail Tag to read “2A” in lieu of “2”

3. REVISE Enlarged Electrical Plan - Doors 100S3 as indicated.

4. ADD Enlarged Electrical Plan - Doors 100S4 as indicated.

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**END OF ADDENDUM**

PARTNERS 17-134

DETENTION DOORS AND FRAMES

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SECTION 083463 - DETENTION DOORS AND FRAMES

PART 1 - GENERAL

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:

1. Sliding detention doors.

2. Detention panels.

3. Detention frames.

B. Related Requirements:

1. Section 013513.16 “Special Project Procedures for Detention Facilities.” for coordination of detention work.

2. Section 087100 “Door Hardware" for door hardware for detention panels and frames.

3. Section 088000 “Glazing” for security glazing in detention panels and frames.

1.3 DEFINITIONS

A. Minimum-Thickness Steel: Indicated as the specified minimum thicknesses for base metal without coatings, according to NAAMM-HMMA 803.

1.4 COORDINATION

A. Detention Specialist: Coordinate with Section 013513.16 "Special Project Procedures for Detention Facilities" for requirements of this Section that are to be performed by a Detention Contractor or other entity.

B. Coordinate installation of anchorages for detention frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors that are to be embedded in adjacent construction. Deliver such items to Project site in time for installation.

1.5 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

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1.6 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, core descriptions, label compliance, and finishes for each detention door and frame type specified.

B. Shop Drawings: In addition to requirements below, provide a schedule using same reference numbers for details and openings as those on Drawings:

1. Elevations of each door type.

2. Direction of slide.

3. Inmate and non-inmate sides.

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

5. Details of frames, including dimensioned profiles, and metal thicknesses.

6. Locations of reinforcement and preparations for hardware.

7. Details of each different wall opening condition.

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

9. Details of speaking apertures/intercoms.

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

11. Details of conduits, junction boxes, and preparations for electrically operated door hardware.

C. Samples for Verification:

1. For each type of exposed finish required, prepare Samples not less than 3 by 5 inches.

2. For "Detention Doors" and "Detention Frames" subparagraphs below, prepare Samples approximately 12 by 12 inches to demonstrate compliance with requirements for quality of materials and construction:

a. Detention Doors: Show vertical-edge, top, and bottom construction; insulation; face stiffeners; and hinge and other applied hardware reinforcement. Include separate section showing glazing if applicable.

b. Detention Frames: Show profile, welded corner joint, welded hinge reinforcement, grout-cover boxes, floor and wall anchors, and silencers. Include separate section showing fixed steel panels and glazing if applicable.

1.7 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer.

B. Welding certificates.

C. Product Test Reports: For each type of detention hollow-metal door and frame assembly including vision and side lights, for tests performed by a qualified testing agency.

D. Examination reports, documenting inspection of substrates, areas, and conditions.

E. Anchor inspection reports, documenting inspections of built-in and cast-in anchors.

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F. Field quality-control reports, documenting inspections of installed products.

1. Field quality-control certification, signed by Contractor.

G. Oversize Construction Certification: For assemblies required to be fire rated and exceeding limitations of labeled assemblies.

1.8 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Security Fasteners: Furnish not less than one box for every 50 boxes or fraction thereof, of each type and size of security fastener installed.

2. Tools: Provide two sets of tools for installing and removing security fasteners.

1.9 QUALITY ASSURANCE

A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.

B. Welding Qualifications: Qualify procedures and personnel according to the following:

1. AWS D1.3/D1.3M, "Structural Welding Code - Sheet Steel."

1.10 DELIVERY, STORAGE, AND HANDLING

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

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

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

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Habersham Metal Products Co., Cornelia, GA

B. Trussbilt, Inc., St. Paul, MN

C. Willo Products Co., Dacatur, AL

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D. Southern Folger, San Antonio, TX

E. Source Limitations: Obtain detention doors and frames from single source from single manufacturer.

2.2 DETENTION DOOR AND FRAME ASSEMBLIES

A. Detention Door and Frame Assemblies: Provide detention door and frame assemblies that comply with the following, based on testing manufacturer's standard units in assemblies similar to those indicated for this Project:

1. Security Grade: Assemblies pass testing requirements in ASTM F 1450 for security grades specified.

2. Bullet Resistance: Level 2 rated when tested according to UL 752.

3. Tool-Attack Resistance: Small-tool-attack-resistance rated when tested according to UL 437 and

UL 1034.

B. Detention Frames: Provide sidelight and borrowed-light detention frames that comply with ASTM F 1592 and removable stop test according to NAAMM-HMMA 863, based on testing manufacturer's standard units in assemblies similar to those indicated for this Project.

2.3 DETENTION DOORS

A. General: Provide flush-design detention doors of seamless hollow construction, 2 inches thick unless otherwise indicated. Construct detention doors with smooth, flush surfaces without visible joints or seams on exposed faces or stile edges.

1. For sliding detention doors, square both vertical edges.

B. Core Construction: Provide the following core construction of same material as detention door face sheets, welded to both detention door faces:

1. Steel-Stiffened Core: 0.042-inch thick, steel vertical stiffeners extending full-door height, with vertical webs spaced not more than 4 inches apart, spot welded to face sheets a maximum of 3 inches o.c. Fill spaces between stiffeners with insulation.

C. Vertical Edge Channels: 0.123-inch thick, continuous channel of same material as detention door face sheets, extending full-door height at each vertical edge; welded to top and bottom channels to create a fully welded perimeter channel. Noncontiguous channel is permitted to accommodate lock-edge hardware only if lock reinforcement is welded to and made integral with channel.

D. Top and Bottom Channels: 0.123-inch thick metal channel of same material as detention door face sheets, spot welded, not more than 4 inches o.c., to face sheets.

1. Reinforce top edge of detention door with 0.053-inch thick closing channel, welded so channel web is flush with top door edges.

E. Hardware Reinforcement: Fabricate reinforcing plates from same material as detention door face sheets to comply with the following minimum thicknesses:

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1. Full-Mortise Hinges and Pivots: 0.187 inch thick.

2. Maximum-Security Surface Hinges: 0.250 inch thick.

3. Strike Reinforcements: 0.187 inch thick.

4. Slide-Device Hanger Attachments: As recommended by device manufacturer.

5. Lock Fronts, Concealed Holders, and Surface-Mounted Closers: 0.093 inch thick.

6. All Other Surface-Mounted Hardware: 0.093 inch thick.

7. Lock Pockets: 0.123 inch thick at non-inmate side, welded to face sheet.

F. Hardware Enclosures: Provide enclosures and junction boxes for electrically operated detention door hardware of same material as detention door face sheets, interconnected with UL-approved, 1/2-inch diameter conduit and connectors.

1. Access Plates: Where indicated for wiring installation, provide access plates to junction boxes, fabricated from same material and thickness as face sheet and fastened with at least four security fasteners spaced not more than 6 inches o.c.

G. Interior Detention Doors: Construct interior doors to comply with materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances indicated in NAAMM-HMMA 863 and as specified.

1. Security Grade 2: Provide doors with face sheets of 0.083-inch minimum-thickness, cold-rolled steel

2.4 DETENTION FRAMES

A. General: Provide fully welded detention frames with integral stops, of seamless construction without visible joints or seams. Fabricate detention frames with contact edges closed tight and corners mitered, reinforced, and continuously welded full depth and width of detention frame.

B. Stop Height: Provide minimum stop height of 0.625 inch for detention door openings and minimum stop height of 1-1/4 inches in security glazing or detention panel openings unless otherwise indicated.

C. Interior Detention Frames: Construct interior frames to comply with materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances indicated in NAAMM-HMMA 863 and as specified.

1. Security Grade 2: Provide frames fabricated from 0.083-inch minimum-thickness, cold-rolled steel

D. Hardware Reinforcement: Fabricate reinforcing plates from same material as detention frame to comply with the following minimum thicknesses:

1. Hinges and Pivots: 0.187 inch thick by 1-1/2 inches wide by 10 inches long.

2. Strikes and Closers: 0.187 inch thick.

E. Hardware Enclosures: Provide enclosures and junction boxes for electrically operated detention door hardware, interconnected with UL-approved, 1/2-inch diameter conduit and connectors.

1. Frames requiring jamb mounted detention locks shall be equipped with unitized pocket preparation consisting of junction box fabricated from single piece of 10 gauge steel. Punch box for keying options, conduit. Drill and tap to receive lock. Box to receive lock to be threaded accordingly.

Finished preparation shall provide a one piece lock mounting box with cover plate, which becomes

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integral part of frame and provides that roller latch, lock bolt, and cylinders are only exposed parts of lock.

2. Where electrically operated hardware is required and where shown on approved shop drawings, hardware enclosures and junction boxes shall be fabricated from 16 gauge minimum thickness material and welded in place and shall be interconnected using UL approved 3/4 inch E.M.T.

conduit, elbows and connectors.

3. Where meeting frame section profiles permit, conduit shall be bent at 1-1/2 inch minimum inside radius at turns.

4. Where meeting frame section profiles have narrow face trims, conduit turns shall be fabricated using 90 degree bushed (sweep) elbows or bent to provide for ease of wire installation.

5. Short 90 degree elbows are permitted only at entrances to adequate hand access and not in conduit runs.

6. Where shown on shop drawings, junction boxes with access plates shall be provided to facilitate proper installation of wiring. Access plates shall be same gauge as frame and fastened with minimum of four (4) #8-32 torx drive tamper resistant machine screws, but spaced not to exceed 6 inches o.c.

7. Access Plates: Where indicated for wiring installation, provide access plates to junction boxes, fabricated from same material and thickness as face sheet and fastened with at least four security fasteners spaced not more than 6 inches o.c.

F. Mullions and Transom Bars: Provide closed or tubular mullions and transom bars where indicated. Fasten mullions and transom bars at crossings and to jambs by butt welding. Reinforce joints between detention frame members with concealed clip angles or sleeves of same metal and thickness as detention frame.

G. Jamb Anchors: Weld jamb anchors to detention frames near hinges and directly opposite on strike jamb or as required to secure detention frames to adjacent construction.

1. Number of Anchors: Provide two anchors per jamb plus the following:

a. Detention Door Frames: One additional anchor for each 18 inches, or fraction thereof, above 54 inches in height.

b. Detention Frames with Security Glazing or Detention Panels: One additional anchor for each 18 inches, or fraction thereof, above 36 inches in height.

2. Masonry Anchors: Adjustable, corrugated or perforated, strap-and-stirrup anchors to suit detention frame size; formed of same material and thickness as detention frame; with strap not less than 2 inches wide by 10 inches long.

3. Postinstalled Anchors: Minimum 1/2-inch diameter, concealed bolts with expansion shields or inserts. Provide conduit spacer from detention frame to wall, welded to detention frame. Reinforce detention frames at anchor locations.

H. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, formed of same material and thickness as detention frame, and as follows:

1. Monolithic Concrete Slabs: Clip anchors, with two holes to receive fasteners, welded to bottom of jambs and mullions with at least four spot welds per anchor.

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I. Rubber Door Silencers: Except on weather-stripped detention doors, drill stops in strike jambs to receive three silencers on single-detention-door frames and drill head jamb stop to receive two silencers on double-detention-door frames. Keep holes clear during construction.

J. Grout Guards: Provide factory-installed grout guards of same material as detention frame, welded to detention frame at back of hardware cutouts, silencers, and glazing-stop screw preparations to close off interior of openings and prevent mortar or other materials from obstructing hardware operation or installation where frames are to be set in masonry openings.

2.5 DETENTION PANELS

A. Provide fixed detention panels of same materials, construction, and finish as specified for adjoining detention door.

2.6 MOLDINGS AND STOPS

A. Provide fixed moldings on inmate side of glazed openings and removable stops on non-inmate side.

1. Height: As required to provide minimum 1-inch glass engagement, but not less than 1-1/4 inches.

2. Fixed Moldings: Formed from same material as detention door and frame face sheets, but not less than 0.093 inch thick, and spot welded to face sheets a maximum of 5 inches o.c.

3. Removable Stops: Formed from 0.123-inch thick angle, of same material as detention door face sheets. Secure with button head security fasteners spaced uniformly not more than 6 inches o.c.

and not more than 2 inches from each corner, and as necessary to satisfy performance requirements. Form corners with notched or mitered hairline joints.

B. Coordinate rabbet width between fixed and removable stops with glass or panel type and installation type indicated.

2.7 MATERIALS

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

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

C. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.

D. Concealed Bolts: ASTM A 307, Grade A unless otherwise indicated.

E. Masonry Anchors: Fabricated from same steel sheet as door face.

F. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.

G. Glazing: Comply with Section 088000 "Glazing."

H. Grout: Comply with ASTM C 476, with a slump of not more than 4 inches as measured according to

ASTM C 143/C 143M.

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I. Insulation: Slag-wool-fiber/rock-wool-fiber or glass-fiber blanket insulation. ASTM C 665, Type I (unfaced);

with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics. Minimum 1.5-lb/cu. ft. density.

2.8 FABRICATION

A. Fabricate detention doors and frames rigid, neat in appearance, and free of defects, warp, or buckle.

Accurately form metal to required sizes and profiles, with minimum radius for metal thickness. Weld exposed joints continuously; grind, fill, dress, and make smooth, flush, and invisible. 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. Tolerances: Fabricate detention doors and frames to comply with manufacturing tolerances indicated in

NAAMM-HMMA 863.

C. Removable Jamb Faces: Provide removable jamb faces where required for access to embedded anchors.

Fabricate to allow secure reattachment of removable face with security fasteners.

D. Fabricate multiple-opening detention frames with mullions that have closed tubular shapes and with no visible seams or joints.

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

F. Hardware Preparation: Factory prepare detention doors and frames to receive mortised hardware, including cutouts, reinforcement, mortising, drilling, and tapping, according to final Door Hardware Schedule and templates provided by detention door hardware supplier.

1. Reinforce detention doors and frames to receive surface-mounted door hardware. Drilling and tapping may be done at Project site.

2. Locate door hardware according to NAAMM-HMMA 863.

G. Factory cut openings in detention doors.

H. Weld components to comply with referenced AWS standard. Weld before finishing components to greatest extent possible. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding.

2.9 FULLY SELECTIVE ELECTRIC LOCKING, UNLOCKING AND OPERATING DEVICE FOR INDIVIDUAL

SLIDING DOORS AND BUBBLE GATES

A. Where plans, details, door schedules and/or hardware schedules so indicate, sliding doors shall be equipped with fully selective electric Rack and Pinion locking, unlocking and operating devices providing quality and function herein specified. These mechanisms, complete with all required electrical and mechanical control componentry, shall be manufactured in the plant of, and with the facilities of, the detention equipment contractor, who shall be totally responsible for the quality of materials and workmanship utilized, as well as the proper installation, warranty and warranty period service of these devices.

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B. Approved Manufacturers:

1. Willo Products Company, Inc.

2. Habersham Metal Products Company, Cornelia, Georgia

3. Trussbuilt, Inc., St. Paul, Minnesota

4. R.R. Brink Locking Systems, Shorewood, Illinois

5. Southern Folger Detention Equipment Company, San Antonio, Texas

C. Electrical control and Operation:

1. Primary remote control and operation of doors equipped with these devices shall be accomplished by electrical means from remote control consoles as indicated by contract documents.

2. When control switches are activated, devices shall perform the following functions:

a. Unlock door and propel to lock open position.

b. Stop door in transit.

c. Propel door to fully closed position and deadlock closed.

3. Provide necessary electrical components for interlocking door with other doors as required.

4. There shall be no group control for individual doors.

D. Manual Control and Operation

1. A paracentric key is used to unlock a release handle located in the release column adjacent to the door. The release handle can be placed in one of three positions.

a. “ELECTRICAL OPERATION”: Door can only be controlled by electrical means and cannot be moved by hand. Handle remains in this position during normal electrical operation.

b. “SNAPLOCK”: Electrical power to door is interrupted. If already open, door can be moved by hand and will automatically lock and deadlock when closed.

c. “UNLOCK”: Electrical power to door is interrupted. Door mechanically unlocks and can be moved by hand. Door remains free-wheeling until handle is returned to either the “Electrical Operation” or “Snaplock” position.

E. Locking and Unlocking Operation:

1. Each door shall be locked in at least three (3) places, in both the fully open and fully closed positions. One (1) lock point shall be provided at the bottom of the door, one (1) lock point at the top of the door and one (1) lock point concealed within the track box.

2. All doors shall be positively locked and deadlocked with equal security in either the open or closed position. The locking mechanism shall be designed such as to mechanically force the vertical lock bar into either the locked or unlocked position and mechanically unlock without reverse movement of the locking mechanism.

3. Electric motor shall be not less than 1/10 HP, 120V AC, 60HZ, 1PH, equipped with thermal overload device, sealed bearings and other self lubricating provisions. Thermal overload device shall protect motor against burn-out by interrupting power supply when overheating occurs. Device shall reset itself automatically and restore power supply to motor when temperature returns to normal operating range.

F. Safety Design Features

1. Devices shall be designed to stall without damage to the power transmission or other assemblies when a door in transit is opposed by a force of approximately 30 to 40 pounds. Upon removal of the obstruction, stalled door shall resume its travel to either the fully open or fully closed position where it will automatically lock and deadlock.

2. Stalling of one or more doors within a group shall in no way affect continued operation of other unobstructed doors.

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3. In the event of electrical power loss or interruption while any door, or group of doors, are in transit, such doors will maintain their position via the interlocking of the spur gear and the rack, and cannot be moved without action being taken at the manual release column.

G. Mechanism Housing:

1. The back and bottom of the mechanism housing shall be formed from one piece of not less than

No. 7 gauge mild steel sheet. The back of the housing shall be securely anchored to the cell fronts in accordance with the details shown on the contract drawings.

2. Door track shall be fabricated of cold rolled steel, not less than 3/8” wide on the bearing surface, and of sufficient depth to prevent deflection during operation of the door

3. Stiffen edges of the door hanger slot to prevent deflection and provide means to assure that slot is positively closed at all times, thereby preventing tampering with the mechanism or insertion of contraband or foreign matter which could impair proper function of the device. Open door hanger slots will not be permitted.

4. Removable front cover of mechanism housing shall be made of not less than No. 10 gauge steel sheet and easily removed for maintenance.

5. The front cover shall be secured in place using 3/8” button head socket cap screws with pin.

H. Locking Pilasters, Guides and Strikes:

1. The vertical, full height lock bar at each door shall be concealed and securely protected against tampering by a vertical locking pilaster, attached to the door frame at the rear of the door opening.

2. Provide a continuous door guide securely attached to the cell front. The guides shall be designed to prevent the accumulation of dirt and debris within the guide. Fixed guide shall be formed of not less than No. 7 gauge steel sheet and shall extend full width of the open door. A short door guide which does not capture the full width of the door in the open position will not be acceptable.

3. Provide a vertical door strike at the front of the door opening to engage the leading edge of the door upon closing. Strike shall be formed of not less than No 7 gauge steel sheet, and shall extend from the mechanism housing for the full height of the door.

2.10 GENERAL FINISH REQUIREMENTS

A. Comply with NAAMM-NOMMA 500, "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

B. Finish detention doors and frames after assembly.

2.11 STEEL SHEET FINISHES

A. Surface Preparation: Remove mill scale and rust, if present, from uncoated steel, complying with SSPC- SP 5/NACE No. 1, "White Metal Blast Cleaning".

B. Factory Priming for Field-Painted Finish: Apply shop primer specified in "Shop Primer" Subparagraph below immediately after surface preparation and pretreatment. Apply a smooth coat of even consistency to provide a uniform dry film thickness of not less than 0.7 mil.

1. Shop Primer: Manufacturer's or fabricator's standard, fast-curing, corrosion-inhibiting, lead- and chromate-free, universal primer complying with SDI A250.10 acceptance criteria; compatible with

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substrate and field-applied finish paint system indicated; and providing a sound foundation for field-applied topcoats despite prolonged exposure.

2.12 SECURITY FASTENERS

A. Operable only by tools produced by fastener manufacturer or other licensed fabricator for use on specific fastener type. Provide drive-system type, head style, material, and protective coating as required for assembly, installation, and strength, and as follows:

1. Drive-System Type: Torx Plus by Stanley Engineered Fastening, tamper resistant or equivalent.

2. Fastener Strength: 120,000 psi.

3. Socket Flat Countersunk Head Fasteners:

a. Heat-treated alloy steel, ASTM F 835.

b. Stainless steel, ASTM F 879, Group 1 CW.

4. Protective Coatings for Heat-Treated Alloy Steel:

a. Zinc and clear trivalent chromium where indicated.

b. Zinc phosphate with oil, ASTM F 1137, Grade I, or black oxide unless otherwise indicated.

2.13 SEALANTS

A. Polyurethane Security Sealants: Manufacturer's standard, nonsag, tamper-resistant sealant for joints with low movement.

2.14 ACCESSORIES

A. Concealed Bolts: ASTM A 307, Grade A unless otherwise indicated.

B. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.

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 of detention frame connections before detention frame installation.

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

D. Inspect embedded plate installations before installing detention frames to verify that plate installations comply with requirements. Prepare inspection reports.

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1. Remove and replace plates where inspections indicate that they do not comply with specified requirements. Reinspect after repairs or replacements are made.

2. Perform additional inspections to determine compliance of replaced or additional work.

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

3.2 PREPARATION

A. Remove welded-in shipping spreaders installed at factory.

B. Before installation and with shipping spreaders removed, adjust detention frames for squareness, alignment, twist, and plumbness to the following tolerances:

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

2. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of face.

3. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of door rabbet.

4. Plumbness: Plus or minus 1/16 inch, measured at jambs on a perpendicular line from head to floor.

3.3 INSTALLATION

A. General: Install detention doors and frames plumb, rigid, properly aligned, and securely fastened in place, complying with Drawings, schedules, and manufacturer's written instructions.

B. Anchorage: Set detention frame anchorage devices according to details on Shop Drawings and according to anchorage device manufacturer's written instructions.

1. Masonry Anchors: Coordinate frame installation to allow for solidly filling space between frames and masonry with grout.

2. Embedded Anchors: Install embedded plates in wall surrounding frame openings to match frame angle locations.

3. Postinstalled Anchors: Drill holes in existing construction at locations to match bolt locations, and install bolt expansion shields or inserts.

C. Where detention frames are fabricated in sections due to shipping limitations, assemble frames and install angle splices at each corner, of same material and thickness as detention frame, and extend at least 4 inches on both sides of joint.

1. Field splice only at approved locations. Weld, grind, and finish as required to conceal evidence of splicing on exposed faces.

2. Continuously weld and finish smooth joints between faces of abutted, multiple-opening, detention frame members.

3. Field Welding: Comply with the following requirements:

a. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.

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b. Obtain fusion without undercut or overlap.

c. Remove welding flux immediately.

d. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface.

D. Apply bituminous waterborne asphaltic emulsion coating to backs of frames before filling with grout.

E. Placing Detention Frames: Install detention frames of sizes and profiles indicated. Set detention 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.

1. Embedded Anchors: Remove jamb faces from detention frames and set detention frames into opening. Weld steel connector angle to frame angle and to embedded plate with 1-inch long welds at each end of connector angle to form a rigid frame assembly that is solidly anchored. Reinstall jamb faces using security fasteners.

2. Postinstalled Anchors: Install bolt. After bolt is tightened, weld bolt head to provide non-removable condition. Grind, dress, and finish smooth welded bolt head.

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

4. Install detention frames with removable stops located on non-inmate side of opening.

F. Grout: Fully grout detention frame jambs and heads where installed in masonry openings. Completely fill space between frames and adjacent substrates. Hand trowel grout and take other precautions, including bracing detention frames, to ensure that frames are not deformed or damaged by grout forces.

G. Security Sealant: Apply polyurethane security sealant at all exposed gaps between detention frames and adjacent substrates.

H. Sliding Detention Doors: Fit sliding detention doors in their frames according to manufacturer's written instructions and as required to allow doors to slide without binding.

I. Installation Tolerances: Comply with installation tolerances indicated in NAAMM-HMMA 863.

J. Glazing: Comply with installation requirements in Section 088853 "Security Glazing" unless otherwise indicated.

3.4 FIELD QUALITY CONTROL

A. Inspect installed products to verify compliance with requirements. Prepare inspection reports and indicate compliance with and deviations from the Contract Documents.

B. Detention work will be considered defective if it does not pass tests and inspections.

C. Perform additional inspections to determine compliance of replaced or additional work.

D. Prepare field quality-control certification that states installed products comply with requirements in the Contract Documents.

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E. For verification that construction complies with requirements, select one detention door at random from detention doors delivered to Project and have it cut in half or otherwise taken apart.

1. Test Method: Verify weld strength by prying or chiseling door apart at edge seams, end channels, or stiffeners. Not more than 5 percent of welds may fail test.

a. If tested door fails, replace or rework all detention doors to bring them into compliance at Contractor's expense.

b. If tested door passes, replace tested door at Contractor's expense.

F. Prepare test and inspection reports.

3.5 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 detention doors and frames that are warped, bowed, or otherwise unacceptable.

B. Clean grout and other bonding material off detention doors and frames immediately after installation.

C. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas, and repair galvanizing to comply with ASTM A 780/A 780M.

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

1. After finishing smooth field welds, apply air-drying primer.

E. Stainless-Steel Surfaces: Clean surfaces according to manufacturer's written instructions.

END OF SECTION 083463

Saginaw Correctional Facility List of Drawings

Sheet Number Sheet Title

A0-01 General Project Information

65 Market Street Mount Clemens, MI 48043

586-469-3600

Department of Corrections Saginaw Correctional Facility - Entrance Door Replacement and Masonry Repairs

PARTNERS in Architecture, PLC Michigan Department of Technology, Management & Budget

Cover Sheet - Entrance Door Replacement and Masonry Repairs

File No: 472/16419.APL Index No: 46630

Architectural

A0-00

LOCATION MAP

A0-03

A3-01

PROJECT SITE

A0-02 Composite Campus Plan

9625 Pierce Road, Freeland, MI 48623

State Facilities Administration

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