Attachment_R_Addendum_1_0006.pdf

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS,

OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice. Properly destroy documents when no longer needed.

Addendum No. 1

Hydrologic Instrumentation Facility (HIF) Construction Documents Submission

US Geological Survey University of Alabama; Tuscaloosa, AL July 15, 2021

HYDROLOGIC INSTRUMENTATION FACILITY (HIF)

US GEOLOGICAL SURVEY

UNIVERSITY OF ALABAMA; TUSCALOOSA, AL

Pages or sheets covered by this seal: 01 50 00

Pages or sheets covered by this seal: 04 05 00, 04 20 00, 41 22 13‐13

Pages or sheets covered by this seal: 07 21 00, 08 14 00, 08 71 00, 10 28 00

Pages or sheets covered by this seal: 06 40 00, 09 90 00, 09 96 00

Pages or sheets covered by this seal: 20 05 23, 20 05 26, 22 40 00, 43 21 40

Pages or sheets covered by this seal: 26 31 00

Pages or sheets covered by this seal: 11 53 00, 12 35 53, 12 40 53, 13 21 00

Addendum No. 1 ms2097 29435.01.00

ADDENDUM NO. 1

July 15, 2021

CONSTRUCTION DOCUMENTS SUBMISSION

1. SECTION 01 23 00 – ALTERNATES

Delete Section 01 23 00, page 1, in its entirety.

2. SECTION 01 50 00 – TEMPORARY FACILITIES AND CONTROLS

Article “1.11 FIELD OFFICES AND SHEDS”

Change paragraph F., to read:

F. Provide one (1) Architect and two (2) owner offices in separate trailer from Contractor’s space:

Delete subparagraphs F., 9. and F., 10. in their entirety.

Article “1.13 PARKING”

Add subparagraph G., 4. to read:

4. Follow UoA wheel wash requirements.

3. SECTION 04 05 00 – COMMON WORK RESULTS FOR MASONRY

Article “2.02 MORTAR”

Change paragraph H., to read:

H. Colors: La Farge, Color shall match light buff in accordance with UA Architectural guidelines.

4. SECTION 04 20 00 – UNIT MASONRY

Delete pages 1 through 6, in their entirety and insert attached pages 1 through 7, all Rev. 1, in their place.

5. SECTION 06 40 00 – ARCHITECTURAL WOODWORK

Add Section 06 40 00, pages 1 through 2, attached hereto.

6. SECTION 07 21 00 – THERMAL INSULATION

Article "3.02 INSTALLATION"

Delete paragraph C. in its entirety.

7. SECTION 08 14 00 – WOOD DOORS

Article "2.02 SOLID CORE DOORS"

Change subparagraph B., 3. to read:

3. Color and pattern: As identified in finish legend.

Article “2.05 FINISH”

Delete subparagraph 2. in its entirety.

8. SECTION 08 71 00 HARDWARE

Delete pages 1 through 36, in their entirety and insert attached pages 1 through 33, all Rev. 1, in

9. SECTION 09 90 00 – PAINTING AND COATING

Article "1.01 SECTION INCLUDES"

Add paragraph B. to read:

B. On-site surface preparation and staining.

Article "1.02 RELATED REQUIREMENTS"

Add paragraph D. to read:

D. Section 06 40 00 – Architectural Woodwork: Wood filler and preparation work.

Article "2.02 MATERIALS"

Change paragraph G. to read:

G. VOC content: Paints, stains, and sealers shall comply with applicable state and local laws enacted to ensure compliance with Federal Clean Air Standards and shall conform to restrictions of local air pollution control authority.

Article "2.02 MATERIALS"

Add paragraph H. to read:

H. Stains: as indicated on finish legend

Add paragraph I. to read:

I. Sealers: Water-Based Varnish System

Article "3.03 PREPARATION"

Add paragraph Q. to read:

Q. Wood surfaces Staining: Fill nail holes and cracks. Wipe off dust and grit from miscellaneous wood items and millwork prior to staining.

Article "3.09 PAINT SYSTEMS SCHEDULE"

Add paragraph O. to read:

O. System Y: Hardwood

1. Sand and use wood filler as described in 06 40 00 – Architectural Woodwork.

2. Stain Primer: Stain, semitransparent matching topcoat

3. Stain Topcoat: Stain, semitransparent for interior wood as indicated in finish legend

4. Sealer Primer: Water-based varnish matching topcoat

5. Sealer Intermediate Coat: Water-based varnish matching topcoat

6. Sealer Topcoat: Varnish, water based, clear sating (MPI Gloss level4)

Article "3.11 PAINT SCHEDULE"

Add the following item to the table under subparagraph A., under the “INTERIOR” category, alphabetically to read:

Hardwood Treads and Risers Y

10. SECTION 09 96 00 – INDUSTRIAL PROTECTIVE AND MARINE COATINGS

Part 1 GENERAL, Article "2.01 SCOPE"

Change paragraph A. to read:

A. The Tow Tank, Test Basin, and Contaminant Sump concrete walls and floor within said facility shall be prepared and coated per the products specified in the schedule listed at the end of this Section.

11. SECTION 10 28 00 – TOILET, BATH, AND LAUNDRY ACCESSORIES

Article "1.02 RELATED REQUIREMENTS"

Change paragraph A. to read:

A. Section 10 21 23-19 - Plastic Toilet Compartments.

Article “3.04 ACCESSORY SCHEDULE”

Add the following item to the end of the table to read:

Soap dish B-680 900 As Shown on drawings

12. SECTION 11 53 00 LABORATORY EQUIPMENT

Add Section 11 53 00, pages 1 through 9, attached hereto.

ms2097 29435.01.00

13. SECTION 12 35 53 LABORATORY CASEWORK

Delete pages 1 through 27, in their entirety and insert attached pages 1 through 27, all Rev. 1, in their place

14. SECTION 12 40 53 LABORATORY ACCESSORIES

Delete pages 1 through 5, in their entirety and insert attached pages 1 through 5, all Rev. 1, in

15. SECTION 13 21 00 CONTROLLED ENVIRONMENT ROOM

16. Delete pages 1 through 15, in their entirety and insert attached pages 1 through 15, all Rev. 1, in

17. SECTION 14 00 00 – CONVEYING EQUIPMENT

Add Section 14 00 00, pages 1 through 13, attached hereto.

18. SECTION 20 05 23 – GENERAL DUTY VALVES AND ACCESSORIES

Add Article "2.15 PINCH VALVES"

2.15 PINCH VALVES

A. Type: Pneumatically operated, full port.

B. Service: Test Basin drain.

C. Body: Aluminum.

D. End connections: Flanged, ANSI Class 125.

E. Sleeve: EPDM.

F. Maximum working pressure: 100 psig.

G. Maximum temperature: 150⁰F.

H. Manufacturer: Red Valve, Series 4700; or equal.

19. SECTION 20 05 26 – PIPING SPECIALTIES FOR FACILITY SERVICES SYSTEMS

Article "1.01 SECTION INCLUDES"

Add subparagraph K. to read:

K. Expansion joints.

Add Article "2.11 EXPANSION JOINTS"

2.11 EXPANSION JOINTS

A. Type: Nonmetallic bellows.

B. Service: Test Basin pumps.

C. Bellows: Butyl rubber.

D. End connections: Flanged.

E. Neutral length (max): 10”.

F. Movements:

1. Lateral, maximum: 1/4”.

2. Axial: None.

G. Design pressure: 25 inHg vacuum to 75 psig.

H. Design temperature: 150F.

I. Equip with minimum of 2 tie rods to prevent axial compression and extension of expansion joint. Equip tie rods with spherical washers and double nut limit stops to allow for lateral movement without binding.

J. Manufacturer: PROCO Series 230, Mercer Rubber Series 500, or equal.

20. SECTION 22 40 00 – PLUMBING FIXTURES

Article "2.08 SHOWERS (SH)"

Change article 2.08 SHOWERS (SH) to read:

2.08 SHOWERS (SH)

A. Designation on Drawings: SH-1.

1. Description: 38-1/2” x 37-1/8”, fiberglass, 1-piece. Coordinate with architectural plans.

2. Faucet: SF-1.

3. Drain:

a. Size: 2”.

b. Description: Brass construction with perforated strainer and connection gasket.

c. Finish: Polished Chrome.

d. Manufacturer: Kohler K-9132, or equal by Josam or Wade.

4. Manufacturer: Freedom Model APFQ3838BF1PRRFL, or equal by American Standard or Bradley.

B. Designation on Drawings: SH-2

1. Description: 38-1/2” x 37-1/8”, fiberglass, 1-piece, ADA-compliant.

Coordinate with architectural plans.

2. Faucet: SF-2.

3. Drain:

a. Size: 2”.

b. Description: Brass construction with perforated strainer and connection gasket.

c. Finish: Polished Chrome.

d. Manufacturer: Kohler K-9132, or equal by Josam or Wade.

4. Manufacturer: Freedom Model APFQ3838BF1PRRFL, or equal by American Standard or Bradley.

21. SECTION 26 31 00 – SOLAR PHOTOVOLTAIC SYSTEM

Add Section 26 31 00, pages 1 through 9, attached hereto.

22. SECTION 41 22 13-13 – BRIDGE CRANES

Article "2.10 ELECTRIFICATION"

Change subparagraph A:

A. Provide bridge with cable chain system.

Change subparagraph A, 2:

A. Electrification: Provide energy chain (or equal) to originate in the middle of the runway length designed to provide power and other cable management to the bridge crane. Chain shall include cable separators and cross pieces containing cable within chain with a “snap fit” action. Allow cables to be accessed from top of chain when necessary or during installation. Chain shall be sized to handle (1) 4 conductor power cable with PUR jacket, and cables required for cameras mounted to crane. Provide power and control voltage to moving trolley and hoist by means of festoon cable system. Power and control cables shall be carried from trolleys with 4 steel wheels running in track suspended off bridge girder running full length of crane span.

Change subparagraph A, 4:

4. Optical Fiber Cable: Provide two independent cables, each containing 12 strands of single mode optical fiber (12SM) of adequate length to fusion splice to house fiber near the start of the energy chain (in the middle of the overall 400’ run), to run the entire distance of the overhead crane energy chain, and to run the full length of the bridge crane in the C channel cable support (not in the trolley energy chain) with adequate length for service loops on each end. Proposed length of the two optical fiber cables are four hundred feet (400’) each. This length comes from (for documentation) 50’ on the house end for splicing, 200’ for the main energy chain travel distance, 80’ for the bridge crane length, 50’ for the far end slack loop, and an additional 20’ to cover any unknown circumstances (can be absorbed in the slack loop at the house splice point).

Article "2.14 RADIO CONTROL SYSTEM"

Change subparagraph C:

C. System shall permit radio control of crane functions simultaneously including speeds for hoist, trolley and bridge motions. Provide pendant-radio control changeover switch on bridge.

23. SECTION 43 21 40 – VERTICAL TURBINE PUMPS

Add Section 43 21 40, pages 1 through 6, attached hereto.

24. DRAWINGS

The following Drawings have been revised, as indicated by revision number, and are reissued herewith:

Drawing No. Title Rev.

No.

G001 SHEET INDEX 1

G002 SHEET INDEX 1

VOLUME 1

CIVIL

CS505 CIVIL TRASH/EQUIPMENT ENCLOSURE 1

CG104 CIVIL GRADING & DRAINAGE PLAN 1

CG202 CIVIL GRADING PROFILES 1

CG502 CIVIL SITE GRADING DETAILS 1

CU100 CIVIL UTILITY KEYPLAN 1

VOLUME 2

STRUCTURE

S200 ENLARGED CATWALK PLANS AND DETAILS 1

S203 ENTRY CANOPY DOME PLANS AND DETAILS 1

S569 STEEL DETAILS – SHEET 10 1

S581 ENTRY CANOPY STEEL DETAILS – SHEET 2 1

ARCHITECTURE

A101 LEVEL 1 – OVERALL FLOOR PLAN 1

A101A LEVEL 1 – FLOOR PLAN AREA ‘A’ 1

A101D LEVEL 1 – FLOOR PLAN AREA ‘D’ 1

A101E LEVEL 1 – FLOOR PLAND AREA ‘E’ 1

A102A LEVEL 2 – FLOOR PLAN AREA ‘A’ 1

A102D LEVEL 2 – FLOOR PLAN AREA ‘D’ 1

A105 ROOF PLAN OVERALL 1

A106 ROOF PLAN AREA ‘A’ AND ‘D’ 1

A107 ROOF PLAN AREA ‘B’ AND ‘E’ 1

A108 ROOF PLAN AREA ‘C’ AND ‘F’ 1

A109 CANOPY PLAN 1

A301 BUILDING SECTIONS 1

A304 BUILDING SECTIONS 1

A306 WALL SECTIONS 1

A308 WALL SECTIONS 1

A309 WALL SECTIONS 1

A310 WALL SECTIONS 1

A311 WALL SECTIONS AND DETAILS 1

A400 ENLARGED FLOOR PLANS 1

A401 ENLARGED FLOOR PLANS 1

A500 DETAILS 1

A506 DETAILS 1

A507 DETAILS 1

A508 DETAILS 1

A509 DETAILS 1

ms2097 29435.01.00

A510 DETAILS 1

A511 DETAILS 1

A512 DETAILS 1

A514 DETAILS 1

A515 DETAILS 1

A516 DETAILS 1

A517 DETAILS 1

A600 DOOR SCHEDULE 1

A702D LEVEL 2 – REFLECTED CEILING PLAN – AREA ‘D’ 1

A800 FINISH SCHEDULE 1

A801 FINISH SCHEDULE COLOR LEGEND 1

A802 FIRST FLOOR FINISH PLAN COMPOSITE/TRANSITION

DETAILS

A803 FIRST FLOOR FINISH PLAN BLOCK A AREA ‘A’ 1

A804 FIRST FLOOR FINISH PLAN BLOCK B AREA ‘B’ 1

A805 FIRST FLOOR FINISH PLAN BLOCK C AREA ‘C’ 1

A806 FIRST FLOOR FINISH PLAN BLOCK D AREA ‘D’ 1

A810 SECOND FLOOR FINISH PLAN BLOCK A 1

A811 SECOND FLOOR FINISH PLAN BLOCK B 1

A812 SECOND FLOOR FINISH PLAN BLOCK C 1

A815 INTERIOR ELEVATIONS – LOBBY AND BREAK

ROOMS

A816 INTERIOR ELEVATIONS - AUDITORIUM 1

A817 PANEL DETAILS AND CABINET SECTIONS 1

A818 CUSTOM MILLWORK AND CABINET SECTIONS 1

A819 FIRST FLOOR SIGNAGE PLAN – AREA ‘A’ 1

VOLUME 3

G000 COVER SHEET 1

EQUIPMENT LABORATORY

QL401 ENLARGED PLAN – WET TRAINING 1

QL402 ENLARGED PLAN – WATER QUALITY, ENV RM. & PT

LAB

QL409 ENLARGED PLAN – HYDRAULIC LAB (CONTINUED) 1

QL504 LABORATORY DETAILS 1

QL601 LABORATORY EQUIPMENT MATRIX 1

QL602 LABORATORY EQUIPMENT MATRIX (CONTINUED) 1

QL610 SCHEDULES 1

PLUMBING

P103B FIRST FLOOR SANITARY PLUMBING 1

P402 ENLARGED FIRST FLOOR DOMESTIC PIPING PLAN

AREA ‘C’

P601 PLUMBING SCHEDULES 1

ELECTRICAL

ES102 ELECTRICAL SITE PLAN 1

E201D FIRST LEVEL POWER PLAN – AREA ‘D’ 1

E201E FIRST LEVEL POWER PLAN – AREA ‘E’ 1

E201F FIRST LEVEL POWER PLAN – AREA ‘F’ 1

E601 ELECTRICAL MECHANICAL EQUIPMENT

CONNECTION SCHEDULE – SHEET 2

Add the following new Drawings, which are issued herewith:

Drawing No. Title Rev. No.

K/A510 DETAIL 1

Revise the following Drawings as indicated. These Drawings are not being reissued at this time.

Drawing Sheet A101C LEVEL 1 – FLOOR PLAN AREA ‘C’

Add Room Name and Number “VEST 125C” to the east vestibule between door 125B and

EX11.

Drawing Sheet A307 WALL SECTIONS

Wall Sections A, B, and C - At the end of note which reads, “THRU WALL FLASHING,” add

“WITH DRIP EDGE.”

Drawing Sheet A502 DETAILS

Detail H20 – Change note which reads, “FLUID APPLIED AIR BARRIER THRU WALL FLASHING TO LAP OVER AIR BARRIER MIN. 3,” to “FLUID APPLIED AIR BARRIER. LAP

MINIMUM 3” ONTO THRU WALL FLASHING.”

Drawing Sheet A504 DETAILS

Detail H40 – Delete “(PAINT”) from note which reads, “NEOPRENE CLOSURE BETWEEN

DECK FLUTES; EACH SIDE.”

Drawing Sheet A505 DETAILS

Details H50, H52, H53, and H54 – Change note which reads, “THRU WALL FLASHING WITH STAINLESS STEEL DRIP,” to “THRU WALL FLASHING WITH DRIP EDGE.”

Details H50, H52, H53, and H54 – Change note which reads, “FLUID APPLIED AIR BARRIER THRU WALL FLASHING TO LAP OVER AIR BARRIER MIN. 3,” to “FLUID

APPLIED AIR BARRIER. LAP MINIMUM 3” ONTO THRU WALL FLASHING.”

Details S50, S51, and S54A – Change note which reads, “ALUMINUM SILL BY WINDOW MANUFACTURER” to “PREFINISHED ALUMINUM SILL FLASHING - MATCH CURTAIN

WALL.”

END OF ADDENDUM NO. 1

1) T. Deibert, C. Chamberlin, B. Sickles, T. Hickey, J. Cooan, C. Perez-Rubio

2) R. McReynolds

29435.01.00 UNIT MASONRY

ms2097 SECTION 04 20 00 - Page 1 – Rev. 1

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Concrete masonry units.

B. Brick units.

1.02 RELATED REQUIREMENTS

A. Section 01 45 33 –Code-Required Special Inspection and Procedures.

B. Section 04 05 00 – Common Work Results for Masonry.

C. Section 04 72 00 – Cast Stone Masonry.

D. Section 07 11 00 – Dampproofing.

E. Section 07 21 00 – Thermal Insulation.

F. Section 07 90 00 – Joint Protection.

G. Section 09 90 00 – Painting and Coating.

1.03 INFORMATIONAL SUBMITTALS

A. Quality assurance data:

1. Certificates of compliance for masonry units.

2. Field tests as specified.

3. Test reports for face brick units indicating compliance with ASTM standards, type, grade, and physical requirements. Samples submitted shall be accompanied with current test data verifying that sample will meet 24-hour cold water absorption test of below 6%.

1.04 ACTION SUBMITTALS

A. Samples: Four samples of face brick. Submit samples to mockup size as indicated in article "Mockup" to clearly illustrate texture and color range.

1.05 SUSTAINABLE DESIGN SUBMITTALS

A. Product Data.

1. Recycled content:

a. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per unit of product.

b. If recycled content product is part of assembly, indicate percentage of recycled content product in assembly by weight.

c. Submit environmental data in accordance with Table 1 of ASTM E2129 for products provided under work of this Section.

B. Manufacturer's certificate: Certify products meet or exceed specified sustainable design requirements.

C. Documentation of manufacturer’s take-back program for masonry units, full and partial and packaging. Include the following:

1. Appropriate contact information.

2. Overview of procedures. Indicate manufacturer’s commitment to reclaim materials for recycling and/or reuse.

UNIT MASONRY 29435.01.00

Page 2 - SECTION 04 20 00 – Rev. 1 ms2097

3. Limitations and conditions, if any, applicable to project.

1.06 CLOSEOUT SUBMITTALS

A. Operating and maintenance manuals:

1. Verify that plastic products to be incorporated into Project are labeled in accordance with

ASTM D1972. Where products are not labeled, provide product data indicating polymeric information in Operation and Maintenance Manual.

a. Type 1: Polyethylene Terephthalate (PET, PETE).

b. Type 2: High Density Polyethylene (HDPE).

c. Type 3: Vinyl (Polyvinyl Chloride or PVC).

d. Type 4: Low Density Polyethylene (LDPE).

e. Type 5: Polypropylene (PP).

f. Type 6: Polystyrene (PS).

g. Type 7: Other. Use of this code indicates that package in question is made with resin other than those listed above or is made of more than 1 resin listed above, and used in multi-layer combination.

1.07 QUALITY ASSURANCE

A. Masonry construction and materials shall conform to all requirements of “Specifications for Masonry Structures (ACI 530.1/ASCE 6/TMS 602),” published by the American Concrete Institute.

B. Testing laboratories:

1. Owner will retain services of qualified independent testing laboratory. Responsibilities of testing laboratory will include:

a. Perform inspections and laboratory and field testing specified.

b. Special Inspection in accordance with IBC 1704.5 for portions of CMU construction identified on Drawings as requiring Special Inspection.

c. Provide reports to Owner giving information on inspections, materials, testing performed and test results.

d. Reports shall indicate whether materials meet specifications.

e. Bind reports in one volume at end of Project and give 2 copies to Owner.

C. Sustainable design requirements:

1. Products shall meet the following requirements where applicable:

a. RCRA section 6002.

b. FSRIA section 9002

c. GSA Green Procurement Compilation, as applicable.

2. Products shall avoid use of ozone depleting compounds (ODC) and high global warming potential (GWP) chemicals.

1.08 MOCK-UPS

A. Construct full-sized masonry cavity wall mock-up to 4' x 4' panel size, demonstrating brick color range and texture. Mock-up shall include brick pilaster. Show insulation, reinforcing, ties, through-wall flashing, and weep holes. Mock-up shall specifically address construction methods to keep cavity clean. Engineer and Owner will be in attendance during construction of mock-up.

B. Construct face brick mockup to 4' x 4' panel size, demonstrating color range, texture, coursing, and mortar specified.

C. Obtain Owner’s approval of mockup prior to proceeding with Work.

D. Provide separate mockup panel for each type of face brick.

E. Remove panel when directed by Owner.

F. Construct mockup panels complying with article "Environmental Requirements.”

ms2097 SECTION 04 20 00 - Page 3 – Rev. 1

1.09 DELIVERY, STORAGE, AND HANDLING

A. Store masonry units in dry location on plank platforms of adequate size. Platform must prevent absorption of moisture from ground.

B. Completely cover masonry units with waterproof tarpaulins, polyethylene sheet, or other waterproof material. Loose plank covering not allowed. Units shall be in air-dry condition before placement.

1.10 ENVIRONMENTAL REQUIREMENTS

A. Cold weather requirements: IMIAWC Recommended Practices and Specifications for Cold Weather Masonry Construction. In addition, the following shall apply.

1. Temperature of masonry units shall be not less than 20°F when laid in masonry. Remove visible ice on masonry units before unit is laid in masonry.

2. Heat mortar sand or mixing water in accordance with Section 04 05 00.

3. Install wind breaks when wind velocity is in excess of 15 mp.

4. Where mean daily temperatures are between 40°F and 32°F, protect completed masonry from rain or snow by covering with weather resistive membrane for 24 hours after construction.

5. Where mean daily temperatures are between 32°F and 25°F, completely cover completed masonry from rain or snow by covering with weather resistive membrane for 24 hours after construction.

6. Where mean daily temperatures are between 25°F and 20°F, maintain masonry temperature above 32°F for 24 hours after construction by enclosure with supplementary heat, by electric heating blankets, by infrared heat lamps, or by other acceptable methods.

7. Where ambient temperatures are below 20°F, provide an enclosure for masonry under construction and use heat sources to maintain temperatures above 32°F within enclosure.

B. Protect masonry work prior to, during, and 48 hours after completion.

PART 2 PRODUCTS

2.01 CONCRETE MASONRY UNITS

A. Recycled content: Minimum 5% post-consumer recycled content, or minimum 20% pre-consumer recycled content.

B. Hollow units: 2-cell per unit. Provide all units by same manufacturer.

1. Load-bearing and exterior nonload-bearing units: ASTM C90.

2. Interior nonload-bearing units: ASTM C129.

3. Normal weight aggregate: ASTM C33.

4. Nominal face measurements 8" x 16" with depth as shown on Drawings.

5. Minimum strength as specified.

C. Provide special units for 90° corners, bond beams, bullnosed corners, and lintels.

D. Minimum compressive strength (average of 3 units): 1,900 psi based on net area when tested according to ASTM C140.

2.02 BRICK UNITS

A. Manufacturers:

1. Basis of Design: Pine Hall Brick Company, Inc. 2701 Shorefair Drive, Winston-Salem, NC.

Phone: (800) 952-7425. Website: www.pinehallbrick.com.

2. Boral Bricks, Inc; www.boralbricks.com.

3. Elgin Butler Company; www.elginbutler.com.

4. Substitutions: See section 01 60 00 – Product Requirements.

Page 4 - SECTION 04 20 00 – Rev. 1 ms2097

B. Facing Brick: ASTM C216, Type FBS, Grade SW, Wire Cut.

1. Size: 3 5/8” x 2 1/4” x 7 5/8”

2. Texture: Distressed Wire Cut

3. Color: Per University of Alabama Architectural Design Guidelines

4. Efflorescence: When tested per ASTM C67 and brick is rated “not effloresced.”

5. Brick shall be from same source, manufactured at same time, and match in range, color, and texture.

6. Special Shapes: Molded units as required by conditions indicated, of same brick type as above, shaped to profiles indicated; surface texture on exposed faces and ends. Refer to Architectural drawings for specific shapes required.

C. Building (Common) Brick: ASTM C62, Grade SW; Solid Units

1. Normal size: same as face brick or as noted on plans.

2. Compressive Strength: As indicated on drawings, measured in accordance with ASTM C67.

3. All exposed surfaces of brick shall be finished.

2.03 MORTAR AND GROUT MATERIALS

A. Mortar and grout: As specified in Section 04 05 00.

B. Grout Aggregate: ASTM C404

PART 3 EXECUTION

3.01 PREPARATION

A. Concrete masonry units: Do not wet down units prior to laying. Units shall be dry when laid.

B. Brick: One day before laying, wet down all brick until water runs freely from pile. In extremely warm weather, additional wetting down may be required a few hours prior to laying. Brick shall be dry to touch at time of laying.

C. Verify that all reinforcing, anchors, dowels, lintels, flashings, and other built-in items are on hand, of proper size, and locations established.

D. Verify embedded items and inserts are properly sized and located.

E. Provide temporary bracing during erection of masonry work. Maintain in place until building structure provides permanent bracing.

3.02 COURSING

A. Place masonry to lines and levels indicated.

B. Maintain masonry courses to uniform width. Make vertical and horizontal joints equal and of uniform thickness.

C. Lay concrete masonry units in one-half running bond. Course one block unit and mortar joint to equal 8". Form concave mortar joints.

D. Lay brick in one-half running bond. Course 3 brick units and mortar joints to equal 8". Form concave mortar joints.

3.03 PLACING AND BONDING

A. Lay masonry in full bed of mortar with vertical joints slushed full and properly jointed with other Work.

Buttering corners of joints, and deep or excessive furrowing of mortar joints not permitted.

ms2097 SECTION 04 20 00 - Page 5 – Rev. 1

B. Fully bond intersections, and external and internal corners.

C. Do not shift or tap masonry units after mortar has taken initial set. Where adjustment must be made, remove mortar and replace.

D. Remove excess mortar.

E. Perform job site cutting with proper tools to provide straight unchipped edges. Do not break masonry unit corners or edges.

F. Cut mortar joints of masonry units flush where resilient base is scheduled, cavity insulation is applied, and bitumen dampproofing is applied.

G. Provide bullnose corners at exposed interior block corners.

H. Isolate masonry partitions from vertical structural framing members with control joint.

3.04 CAVITY WALL

A. Do not let mortar fall into cavity air space or plug weep holes; clean out promptly.

B. Install “mortar net” into cavity air space at base of wall above through-wall flashing and where indicated.

C. Install weep holes in veneer at 24" on-center horizontally above through-wall flashing.

D. Build inner wythe ahead of outer wythe to receive cavity insulation applied using full coating of adhesive as recommended by manufacturer.

E. Close off cavity around door, window, and other openings.

3.05 TOLERANCES

A. Alignment of pilasters: Maximum 1/4" from true line.

B. Variation from unit to adjacent unit: 1/16" maximum.

C. Variation from plane of wall: 1/4" in 10' and 1/2" in 20' or more.

D. Variation from plumb: 1/4" per story noncumulative; 1/2" in two stories or more.

E. Variation from level coursing: 1/8" in 3'; 1/4" in 10'; 1/2" maximum.

F. Variation of joint thickness: 1/8" in 3'.

G. Maximum variation from cross sectional thickness of walls: 1/4".

3.06 BUILT-IN WORK

A. As Work progresses, install metal door frames, fabricated metal frames, window frames, insulation, anchor bolts, plates, and other built-in items into Work.

B. Install built-in items plumb and level.

C. Bed anchors of metal door and window frames in mortar joints. Fill frame voids solid with mortar. Fill masonry cores with mortar minimum 12" from framed openings.

Page 6 - SECTION 04 20 00 – Rev. 1 ms2097

3.07 CUTTING AND FITTING

A. Cut and fit masonry as necessary to accommodate installation of electrical outlets, conduits, plumbing pipes, built-in anchors, lintels, etc., and other work for all trades as required. Coordinate with other Work to provide correct size, shape, and location.

B. Properly seal all openings required by other trades after their installation by means of foamed-in insulation.

C. Notify Engineer prior to cutting or fitting any area not indicated or where appearance or strength of masonry work may be impaired.

3.08 FIELD QUALITY CONTROL

A. During construction, perform 1 prism test for each size of block wall for each 5,000 sq ft of wall area.

Test in accordance with ASTM C1314. Net area compressive strength of masonry prism shall be 1,500 psi.

B. Inspection: Omit every sixth horizontal block at locations where there is through-wall flashing. Install block after inspection of cavity by Owner.

3.09 CLEANING

A. Remove excess mortar and smears.

B. Replace defective mortar. Match adjacent work.

C. Clean exposed surfaces with cleaning solution not harmful to masonry or adjacent materials. Consult masonry manufacturer for acceptable cleaners.

D. Use nonmetallic tools in cleaning operations.

E. Waste management:

1. Mixing equipment: Minimize water used to wash equipment.

2. Broken, waste masonry units: May be used as nonstructural fill if approved by Engineer.

3. Cured, crushed waste mortar: May be used as non-structural fill if approved by Engineer.

4. Coordinate with manufacturer for take-back program. Set aside scrap to be returned to manufacturer for recycling into new product.

3.10 PROTECTION

A. Protect finished installation.

B. Maintain protective boards at exposed external corners that may be damaged by construction activities. Provide such protection without damaging completed work.

C. Keep expansion and expansion-contraction joint voids clear of mortar.

D. Provide temporary bracing during erection of concrete block work. Maintain in place until building structure provides permanent bracing.

E. Heat materials and provide temporary protection of completed portions of masonry work. Comply with governing codes and with “Construction and Protection Recommendations for Cold Weather Masonry Construction” of Technical Notes on Brick and Tile Construction by Brick Industry Association (BIA). Extend covering at least 2' down both sides of walls and hold securely in place.

ms2097 SECTION 04 20 00 - Page 7 – Rev. 1

F. Prevent mortar or soil from staining face of masonry to be left exposed or painted. Remove immediately mortar in contact with such masonry. Protect base of walls from rain-splashed mud and mortar splatter by means of coverings spread on ground and over wall surface.

G. Protect sills, ledges, and projections from droppings of mortar.

H. At end of each day's work, cover tops of walls with building paper or by other means to protect wall from becoming excessively wet.

END OF SECTION

1) A. L. Bickford

2) T. W. Deibert

3) C. X Hua

29435.01.00 ARCHITECTURAL WOODWORK

ms2097 SECTION 06 40 00 - Page 1

1.01 SECTION INCLUDES

A. Wood veneer casework.

B. Auditorium Treads and Risers.

1.02 ACTION SUBMITTALS

A. Wood casework:

1. Drawing and data submittal shall include materials, component profiles, fastening and assembly methods, joint details, accessory listing and finishes.

2. Sample submittal shall consist of 2 samples 6"x6" in size illustrating color and grade.

B. Wood Treads and Risers:

1. Drawing and data submittal shall include materials, component profiles, fastening and assembly methods, joint details, accessory listing and finishes.

2. Sample submittal shall consist of 2 samples 12" in length illustrating color and grade.

1.03 QUALITY ASSURANCE

A. Regulatory requirements:

1. Perform casework work in conformance to premium grade quality standards of AWI.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Store material indoors, in ventilated areas with constant minimum temperature of 60°F and maximum relative humidity of 55%.

PART 2 PRODUCTS

2.01 MATERIALS

A. Lumber:

1. Casework:

a. Hardwood lumber: ANSI A135.4; graded in accordance with AWI; maximum moisture content of 6%; white oak, plain sliced, grade A-4.

2. Treads and Risers:

a. PS 58 premium grade in accordance with AWI and NHLA; kiln-dried to maximum moisture content of 6%.

b. Interior trim to receive stained, transparent finish: Solid white oak with smooth-sanded finish selected from first grade lumber in accordance with NHLA.

2.02 FABRICATION

A. Casework:

1. Shop-assemble casework for delivery to site in units easily handled and to permit passage through building openings.

2. When necessary to cut and fit on site, provide materials with ample allowance for cutting.

Provide trim for scribing and site cutting.

B. Treads and Risers:

1. Cut to fit on site. Staggered joints. Sand to prepare for stain and sealer.

2. Risers of solid white oak in size and profile indicated in details.

3. Treads from 6” wide tongue and groove 3/4” wide solid white oak planks.

ARCHITECTURAL WOODWORK 29435.01.00

Page 2 - SECTION 06 40 00 ms2097

2.03 SHOP TREATMENT AND FINISHING

A. Finishing:

1. Casework:

a. Sand work smooth and set exposed nails and screws. Apply wood filler in exposed nail and screw indentations. On items to receive transparent finish, use wood filler which matches surrounding surfaces and of type recommended for applied finishes.

b. Seal, stain, and varnish concealed and semi-concealed surfaces. Brush apply only.

c. Seal surfaces in contact with cementitious materials.

d. Finish work in accordance with AWI System Opaque System OP-1 thru OP-8 as indicated on finish legend.

PART 3 EXECUTION

3.01 INSPECTION

A. Verify adequacy of backing, support framing, surfaces and building conditions are ready to receive work and work is compatible with actual dimensions of area to receive work.

B. Beginning of installation means acceptance of existing surfaces or substrate.

3.02 INSTALLATION

A. Casework, Treads and Risers:

1. Set and secure casework in place rigid, plumb, and level.

2. Secure to floor or substrate using appropriate angles and anchorages.

3. Counter-sink anchorage devices at exposed locations used to wall mount components, and conceal with solid plugs of species to match surrounding wood. Finish flush with surrounding surfaces.

4. Install tread and riser boards in staggered butt joints.

3.03 SITE FINISHING

A. Sand work smooth and set exposed fasteners. Apply wood filler in exposed fastener indentations.

B. Prime, fill, and finish work in accordance with Section 09 90 00.

3.04 ADJUSTING, CLEANING, AND PROTECTION

A. Clean casework, treads, and risers.

B. Protect finished installation.

END OF SECTION

29435.01.00 HARDWARE

ms2097 SECTION 08 71 00 - Page 1 – Rev. 1

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.02 SUMMARY

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

1. Swinging doors.

2. Sliding doors.

3. Other doors to the extent indicated.

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

1. Mechanical door hardware.

2. Electromechanical door hardware.

3. Automatic operators.

4. Cylinders specified for doors in other sections.

C. Related Sections:

1. Section 08 11 13 - Hollow Metal Doors and Frames.

2. Section 08 14 00 - Wood Doors.

3. Section 08 41 13 - Aluminum-Framed Entrances and Storefronts.

D. 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. ANSI/SDI A250.13 - Testing and Rating of Severe Windstorm Resistant Components for Swing

Door Assemblies.

3. ASTM E1886 - Test Method for Performance of Exterior Windows, Curtain Walls, Doors and

Shutters Impacted by Missiles and Exposed to Cyclic Pressure Differentials.

4. ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Curtain

Walls, and Doors by Uniform Static Air Pressure difference.

5. ASTM E1996 - Standard specification for performance of exterior windows, curtain walls, doors and storm shutters impacted by Windborne Debris in Hurricanes.

6. FEMA P-361 2015 - Design and Construction Guidance for Community Safe Rooms.

7. ICC 500-2014, ICC/NSSA Standard for the Design and Construction of Storm Shelters.

8. ICC/IBC - International Building Code.

9. NFPA 70 - National Electrical Code.

10. NFPA 80 - Fire Doors and Windows.

11. NFPA 101 - Life Safety Code.

12. NFPA 105 - Installation of Smoke Door Assemblies.

13. UL/ULC and CSA C22.2 - Standards for Automatic Door Operators Used on Fire and Smoke

Barrier Doors and Systems of Doors.

14. TAS-201-94 - Impact Test Procedures.

15. TAS-202-94 - Criteria for Testing Impact and Non-Impact Resistant Building Envelope

Components using Uniform Static Air Pressure.

16. TAS-203-94 - Criteria for Testing Products Subject to Cyclic Wind Pressure Loading.

17. State Building Codes, Local Amendments.

E. Standards: All hardware specified herein shall comply with the following industry standards as applicable. Any undated reference to a standard shall be interpreted as referring to the latest edition of that standard:

1. ANSI/BHMA Certified Product Standards - A156 Series.

2. UL10C - Positive Pressure Fire Tests of Door Assemblies.

3. ANSI/UL 294 - Access Control System Units.

4. ULC-S319 - Electronic Access Control Systems.

HARDWARE 29435.01.00

Page 2 - SECTION 08 71 00 – Rev. 1 ms2097

5. ULC-60839-11-1, Alarm and Electronic Security Systems - Part 11-1: Electronic Access Control Systems - System and Components Requirements.

6. UL 305 - Panic Hardware.

7. ULC-S132, Emergency Exit and Emergency Fire Exit Hardware.

8. ULC-S533 - Egress Door Securing and Releasing Devices.

9. ANSI/UL 437- Key Locks.

10. ULC-S328, - Burglary Resistant Key Locks.

1.03 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.

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. Shop Drawings: Details of electrified access control hardware indicating the following:

1. Wiring Diagrams: Upon receipt of approved schedules, submit detailed system wiring diagrams for power, signaling, monitoring, communication, and control of the access control system electrified hardware. Differentiate between manufacturer-installed and field-installed wiring.

Include the following:

a. Elevation diagram of each unique access controlled opening showing location and interconnection of major system components with respect to their placement in the respective door openings.

b. Complete (risers, point-to-point) access control system block wiring diagrams.

c. Wiring instructions for each electronic component scheduled herein.

2. Electrical Coordination: Coordinate with related sections the voltages and wiring details required at electrically controlled and operated hardware openings.

D. 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.

ms2097 SECTION 08 71 00 - Page 3 – Rev. 1

E. Informational Submittals.

F. 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.

G. 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 Procedures.

1.04 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. Certified Products: Where specified, products must maintain a current listing in the Builders Hardware Manufacturers Association (BHMA) Certified Products Directory (CPD).

C. 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.

D. 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.

E. Windstorm Assembly Installer Qualifications: Installers are to be factory trained for shop and field installation prior to project bid, and are responsible for commissioning, servicing, and warranting the installed equipment specified for the project. A pre-installation site inspection of the frame and floor conditions shall be conducted by the factory trained installer prior to any Windstorm assembly hardware applied to the opening.

F. Source Limitations: Obtain each type and variety of door hardware specified in this section from a single source unless otherwise indicated.

1. Electrified modifications or enhancements made to a source manufacturer's product line by a secondary or third party source will not be accepted.

2. Provide electromechanical door hardware from the same manufacturer as mechanical door hardware, unless otherwise indicated.

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

H. 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:

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.

I. 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), Page 4 - SECTION 08 71 00 – Rev. 1 ms2097 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

J. At completion of installation, provide written documentation that components were applied to manufacturer's instructions and recommendations and according to approved schedule.

1.05 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".

1.06 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.

1.07 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 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.

ms2097 SECTION 08 71 00 - Page 5 – Rev. 1

D. Special Warranty Periods:

1. Ten years for mortise locks and latches.

2. Five years for exit hardware.

3. Twenty five years for manual overhead door closer bodies.

4. Five years for motorized electric latch retraction exit devices.

5. Two years for electromechanical door hardware.

1.08 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

2.01 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.

2.02 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.

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 3’0”: 4-1/2” standard or heavy weight as specified.

b. Sizes from 3’1” to 4’0”: 5” standard or heavy weight as specified.

3. Hinge Weight and Base Material: Unless otherwise indicated, provide the following:

a. Exterior Doors: Heavy weight, non-ferrous, ball bearing or oil impregnated bearing hinges unless Hardware Sets indicate standard weight.

b. Interior Doors: Standard weight, steel, ball bearing or oil impregnated bearing hinges unless

Hardware Sets indicate heavy weight.

4. 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.

Page 6 - SECTION 08 71 00 – Rev. 1 ms2097

5. Manufacturers:

a. Hager Companies (HA).

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

c. Stanley Hardware (ST).

B. Continuous Geared Hinges: ANSI/BHMA A156.26 Grade 1-600 certified continuous geared hinge.

with minimum 0.120-inch thick extruded 6060 T6 aluminum alloy hinge leaves and a minimum overall width of 4 inches. Hinges are non-handed, reversible and fabricated to template screw locations.

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

1. Manufacturers:

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

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

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

2.03 POWER TRANSFER DEVICES

A. Concealed Quick Connect Electric Power Transfers: Provide concealed wiring pathway housing mortised into the door and frame…