ATT_02a_Division_08_Doors_and_Windows.pdf

PDF 928 KB Posted

Attached to
Fort Knox, Ky Consolidated Construction Multiple Award Task Order Contract (MATOC)/Job Order Contract (JOC)
Solicitation number
W9124D20R0034
Issued by

About this file

This is a pre-solicitation notice for a combined Job Order Contract (JOC) and Multiple Award Task Order Contract (MATOC) Indefinite Delivery/Indefinite Quantity (ID/IQ) contract to be solicited on June 22, 2020 by the Mission and Installation Contracting Command Fort Knox in support of the Directorate of Public Works at Fort Knox, Kentucky. The contract will provide for a broad range of maintenance, repair, and minor construction requirements for buildings, structures, and other real property at Fort Knox. The contract type will be ID/IQ with both JOC and MATOC features to meet flexible facility support needs. Pricing will be on a firm-fixed-price basis for individual task orders.

View the file

Other files

File Type Posted
W9124D20R0034_Amendment_0002.pdf PDF
ATT_00c_Seed_Project_GD_Highway_KY20200038_8-14-20_Amdt_0002.pdf PDF
ATT_00b_Seed_Project_Drawings_Stithton_Traffic_Circle_Rev_8-18-20_Amdt_0002.pdf PDF
ATT_12_JOC_Bid_Form_Templates.pdf PDF
ATT_00_DPW_Construction_JOC-MATOC_SOW_Rev_8-18-20_ Amdt_0002.pdf PDF
ATT_05_FK_EnvironmentaL_Handbook_2020_Edition.pdf PDF
ATT_Pre-Proposal Conference-Site_Visit_Attendees.pdf PDF
ATT_05a_Environmental_Contract_Language.pdf PDF
ATT_00b_ Seed_Project_Drawings_Stithton_Traffic_Circle_Rev.Amdt_0001.pdf PDF
W9124D20R0034_Amendment_0001.pdf PDF
ATT_00a_Seed_Project_Specifications_Rev.Amdt_0001.pdf PDF
ATT_02a_Division_11_Equipment.pdf PDF
ATT_02d_Fort_Knox_Sprinkler_Systems_Initial_Acceptance_Test_Fm_9 Jul_2009.pdf PDF
ATT_02a_Division_01_General_Requirements.pdf PDF
ATT_11_Performance_Assessment_Questionnaire.pdf PDF
ATT_02a_Division_13_Special_Construction.pdf PDF
ATT_06_Contractor_Row_Map.pdf PDF
ATT_02a_Division_09_Finishes.pdf PDF
ATT_02a_Table_of_Contents.pdf PDF
ATT_00b_ Seed_Project_Drawings__Stithton_Traffic_Circle.pdf PDF
W9124D20R0034_Consolidated_JOC_MATOC.pdf PDF
ATT_02a_Division_32_Exterior_Improvements.pdf PDF
ATT_01_JOC_Guide_2003_Version.pdf PDF
ATT_03_JOC_Software_Specifications.pdf PDF
ATT_00_DPW_Construction_JOC-MATOC_SOW.pdf PDF
ATT_00c_Seed_Project_GD_KY20200038.pdf PDF
ATT_04b_Safety_Plan_Checklist_IAW_USACE_EM_385_1_Appendix_A.pdf PDF
ATT_02c_FKFD_Fire_Alarm_Fire_Suppression_Check_List.pdf PDF
ATT_02a_Division_23_HVAC.pdf PDF
ATT_02a_Division_02_Existing_Conditions.pdf PDF
ATT_02a_Division_26_Electrical.pdf PDF
ATT_02a_Division_12_Furnishings.pdf PDF
ATT_02a_Division_10_Specialties.pdf PDF
ATT_02a_Division_31_Earthwork.pdf PDF
ATT_02a_Division_04_Masonry.pdf PDF
ATT_02a_Division_05_Metals.pdf PDF
ATT_02a_Division_03_Concrete.pdf PDF
ATT_07_Sign_Template.pdf PDF
ATT_02a_Division_22_Plumbing.pdf PDF
ATT_09a_Instructions_for_DD_FORM_1354.pdf PDF
ATT_10_FT_Knox_Locates_Revised_25_Mar_2019.pdf PDF
ATT_02a_Division_14_Conveying_Systems.pdf PDF
ATT_00a_Seed_Project_Specifications_21_Jul_2020.pdf PDF
ATT_04a_EM385_1_1_APP_AFINAL.pdf PDF
ATT_02a_Divisioin_00_Procurement_and_Contracting_Requirements.pdf PDF
ATT_02a_Division_06_Woods_and_Plastics.pdf PDF
ATT_02a_Division_33_Utilities.pdf PDF
ATT_02b_Fort_Knox_Fire_Department_Requirements_5_30_19.pdf PDF
ATT_09b_DD1354_Template_May_2014.pdf PDF
ATT_08_Fort_Knox_CADD_Contract_Requirements_(25_Mar_2019)_V1_1.pdf PDF
Show 40 more

Latest 50 of 51 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

1 Division 08 Doors and Windows

DIVISION 08 – DOORS AND WINDOWS

SECTION 08110- STEEL DOORS AND FRAMES

PART 1 - GENERAL

A. Summary:

1. This Section includes steel doors, frames and miscellaneous items for installation.

B. Related Sections:

a. Division 4, Section “Cavity Wall Masonry System”.

b. Division 8, Section “Flush Wood Doors”.

c. Division 8, Section “Finished Hardware”.

d. Division 8, Section “Glazing”.

e. Division 9, Section “Gypsum Board Assemblies”.

f. Division 9, Section” Painting”.

C. Submittals:

1. Submittals: Submit in accordance with Division 1 requirements.

2. Product Data: Provide data for each type of door and frame specified, including details of construction, materials, dimensions, hardware preparation, core, label compliance, sound ratings, profiles, and finishes.

3. Shop Drawings: Showing fabrication and installation of steel doors and frames.

Include details of each frame type, elevations of door design types, conditions at openings, details of construction, location and installation requirements of door and frame hardware and reinforcements, and details of joints and connections. Show anchorage and necessary items.

4. Door Schedule: Submit schedule of doors and frames using same reference numbers for details and openings as those on Contract Drawings.

a. Indicate coordination of glazing of doors and frames, stops with glass and glazing requirements.

A. Quality Assurance:

1. Provide doors and frames complying with ANSI/SDI 100 “Recommended

Specification for Standard Steel Doors and Frames” and as specified.

2. Fire-Rated Door Assemblies: Units that comply with NFPA 80, are identical to door and frame assemblies tested for fire-test-response characteristics per

ASTM E 152, and are tested and labeled by UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction.

3. Installer: Installation of doors will be performed by installer with 5 years of documented experience with projects of similar scope as Project.

B. Delivery, Storage, and Handling:

2 Division 08 Doors and Windows

1. Deliver doors and frames cardboard-wrapped or crated to provide protection during transit and job storage. Provide additional protection to prevent damage to finish of factory-finished doors and frames.

Section 08110- Steel Doors and Frames Cont.

2. Inspect doors and frames on delivery for damage. Minor damages may be repaired provided refinished items match new work and are acceptable to

ESD/Inspections; otherwise remove and replace damaged items as directed.

3. Store doors and frames at building site under cover. Place units on minimum 4 inch high wood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity chamber. If cardboard wrappers on doors become wet, remove cartons immediately. Provide minimum 1/4 inch spacers between stacked doors to promote air circulation.

PART 2 - PRODUCTS

A. Manufacturers:

1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work, but are not limited to:

a. Amweld Metal Products.

b. Ceco Door Products.

c. Benchmark Commercial Doors.

B. Materials:

1. Hot-Rolled Steel Sheets and Strip: Commercial quality carbon steel, picked and oiled, complying with ASTM A 569.

2. Cold-Rolled Steel Sheets: Carbon steel complying with ASTM A 366, commercial quality, or ASTM A 620, drawing quality, special killed.

3. Galvanized Steel Sheets: Zinc-coated carbon steel complying with ASTM A

528, commercial quality, or ASTM A 642, drawing quality, hot-dip galvanized according to ASTM A 525, with A 60 of G 60, coating designation, mill phosphatized.

4. Supports and Anchors: Fabricated from not less than 0.0478 inch thick steel sheet; 0.0516 inch thick galvanized steel where used with galvanized steel frames.

5. Inserts, Bolts, and Fasteners: Manufacturer’s standard units. Where items are to be built into exterior or interior masonry walls, use hot-dip galvanize complying with ASTM A 153, Class C or D as applicable.

C. Doors:

1. Steel Doors- 1 ¾” thick conforming to ANSI/SDI 100 grade and models:

a. Interior Doors: Grade II, heavy duty, Model 2, seamless design, minimum 0.0478” (1.2 mm) thick cold-rolled steel sheet faces.

b. Exterior Doors: Door B147: Grade III, extra heavy duty, Model 2, seamless design, minimum 16 ga. thick cold rolled steel faces.

D. Frames:

3 Division 08 Doors and Windows

1. Provide metal frames for doors and transums, sidelights, borrowed lights, and other openings, according to ANSI/SDI 100, and types and styles as shown on

Drawings and schedules. Conceal fastenings, unless otherwise indicated.

a. Fabricate interior frames of minimum 16 ga. thick cold-rolled steel sheet.

b. Fabricate exterior frames of minimum 16 ga. thick galvanized steel sheet.

c. Fabricate frames with mitered and continuously welded corners.

d. Install coped corners knocked down frames only where indicated.

2. Door Silencers- Except where weather stripped frames, drill stops to receive 3 silencers on strike jamb of single door and 2 silencers on double doors frames.

3. Plaster Guards: Provide minimum 0.0179 inch thick steel plaster guards or mortar boxes at back of hardware cutouts where mortar or other materials might obstruct hardware operation and to close off interior of openings.

4. Grout: when required in masonry construction, grout as specified in Division 4

Section “Unit Masonry”.

E. Fabrication:

1. Fabricate steel door and frame units to be rigid, neat in appearance, and free from defects, warp, or buckle. Where practical, fit and assemble units in manufacturer’s plant. Clearly identify work that cannot be permanently factory assembled before shipment, to assure proper assembly at Project site.

a. Internal Construction: One of the following manufacturer’s standard materials according to SDI standards:

1. Resin-impregnated paper honeycomb.

2. Rigid polyurethane conforming to ASTM C 591.

3. Rigid polystyrene conforming to ASTM C 578.

4. Utilized steel grid.

5. Vertical steel stiffeners.

6. Rigid mineral fiber with internal sound deadener on inside of face sheets.

b. Clearances: Not more than 1/8 inch (3.2 mm) at jambs and heads, except not more than ¼ inch (6.4 mm) between non-fire-rated pairs of doors. Not more than 3/4 inch (19 mm) at bottom.

1. Fire Doors: Provide clearances in accordance with NFPA 80.

2. Fabricate exposed faces of doors and panels, including stiles and rails of non-flush units, from only cold-rolled steel sheet.

3. Tolerances: Comply with SDI 117 “Manufacturing Tolerances Standard Steel

Door and Frames”.

4. Fabricate concealed stiffeners, reinforcement, edge channels, louvers, and moldings form either cold-rolled or hot-rolled steel.

5. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for exposed screws and bolts.

6. Thermal-Rated (Insulating) Assemblies: At exterior locations and elsewhere as shown or scheduled, provide doors fabricated as thermal-insulating door

4 Division 08 Doors and Windows and frame assemblies and tested according to ASTM C 236 or ASTM C 976 on fully operable door assemblies.

a. Unless otherwise indicated, provide thermal-rated assemblies with R value of 4.1 or better at exterior locations and where indicated on drawings.

b. Insulation will be manufactured in a zero HCFC process.

7. Hardware Preparation: Prep doors and frames to receive mortised and concealed hardware according to templates provided by the hardware supplier.

Comply with applicable requirements of SDI 107 and ANSI A 115 Series specifications.

8. Glazing Stops: Minimum 0.0359 inch thick steel or 0.040 inch thick aluminum.

a. Provide nonremovable stops on outside of exterior doors and on secure side of interior doors for glass, louvers, and other panels in doors.

b. Provide screw-applied, removable, glazing beads on inside of glass, louvers, and other panels in doors.

9. Astragals: Provide astragals on interior side of pairs of doors without mullion, and with active leaf equipped with lockset and with inactive leaf equipped with flush or recessed bolts.

F. Finishes, General:

1. Comply with NAAMM’s “Metal Finishes Manual” for recommendations relative to applying and designating finishes.

2. Comply with SSPC-PA1, Paint Application Specification No.1”, for steel sheet finishes.

3. Apply primers to doors and frames after fabrication.

G. Steel Sheet Finishes:

1. Surface Preparation: Solvent-clean surfaces to comply with SSPC-SP 1 to remove dirt, oil, grease, and other contaminants that could impair bonding of paint. Remove mill scale and rust, if present, from uncoated steel to comply with SSPC-SP 5 (White Metal Blast Cleaning) or SSPC-SP 8 (Pickling).

2. Pretreatment: Immediately after surface preparation, apply a conversion coating of type suited to organic coating applied over pretreatment.

3. Factory Priming for Field-Pirated Finish: Apply shop primer that complies with ANSI A 224.1, acceptable criteria, and is compatible with finish paint systems indicated, and has capability to provide a sound foundation for field-applied topcoats. Apply primer immediately after surface preparation and pretreatment is completed.

PART 3 - EXECUTION

5 Division 08 Doors and Windows

A. Installation:

1. General: Install steel doors, frames, and accessories according to Shop

Drawings, manufacturer’s data, and as specified.

2. Placing Frames: Comply with provision of SDI 105, unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, remove temporary braces and spreaders, leaving surfaces smooth and undamaged.

a. Except for frames located in existing concrete, masonry, or gypsum board assembly construction, place frames before constructing enclosing walls and ceilings.

b. In masonry construction, install at least 3 wall anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Acceptable anchors include masonry wire anchors and masonry T-shaped anchors.

c. At existing concrete or masonry construction, install at least 3 completed opening anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Set frames and secure to adjacent construction with bolts and masonry anchorage devices.

d. In metal-stud partitions, install at least 3 wall anchors per jamb at hinge and strike levels. Attach anchors to metal studs with screws.

e. Where indicated in in-place gypsum board partitions, install knock-down, slip-on drywall frames.

f. Install fire-rated frames in accordance with NFPA 80 and NFPA 105.

3. Door Installation: Fit hollow-metal doors accurately in frames, within clearances specified in ANSI/SDI 100.

a. Fire-Rated Doors: Install with clearances specified in NFPA 80.

b. Smoke-Control Doors: Comply with NFPA 105.

B. Adjusting and Cleaning:

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

2. Protection Removal: Immediately before final inspection, remove protective wrappings from doors and frames.

End of Section- 08110

6 Division 08 Doors and Windows

SECTION 08210- FLUSH WOOD DOORS

A. Reference Standards (most recent edition):

1. WDMA IS 1A- Window and Door Manufacturers Association (WDMA).

2. AWI- Quality Standards of the Architectural Woodwork Institute.

B. Summary

1. This Section includes:

a. Solid-core flush wood doors with wood-veneer overlay faces

b. Factory pre-fitting, pre-matching for hardware, detailing, and factory prefinishing.

C. Related Sections:

1. Division 8, Section- “Steel Doors and Frames” for hollow-metal frames.

2. Division 8, Section- “Finish Hardware” for door hardware, weatherstripping, and installation of doors.

3. Division 8, Section- “Glazing” for glass in wood doors.

4. Division 9, Section- “Painting” for field finishing doors.

D. Submittals:

2. Product Data: Submit door manufacturer’s product construction data, hardware attachment performance data, specifications and installation instructions for each type of wood door, including details of core and edge construction, trim for lite openings and similar components.

3. Specific Product Warranty: The door will be warranted by the manufacturer to be free of manufacturing defects for the life of the original installation. Warranty will be provided for repair or replacement of the door as originally furnished.

Manufacturer can elect to repair or replace defective door(s), and will assume reasonable costs associated with the same. Manufacturer may, per its discretion, elect to use either its own or third party resources to resolve warranty claims.

4. Shop Drawings: Provide the following information:

b. Door Type.

c. Door Size.

d. Fire Rating.

1. Neutral Pressure: Per UL design UL 10B, UFC, and UBC requirements.

2. Positive Pressure: Per UL design UL 10C, UFC, and UBC requirements.

e. Hardware Types and locations.

f. Hardware blocking requirements and locations.

g. Vision panel or louver cutout size and location.

5. Samples:

a. Color samples for factory prefinishing and/or finishing. Manufacturer must submit samples of not less than 4”x6” size on representative veneer or paintable surface, with sample date indicated.

7 Division 08 Doors and Windows

Section 08210- Flush Wood Doors Cont.

b. Construction Samples: Corner sections with door faces, edges, and cores representative of the specific door type(s). Corner samples to be no less than

6”x6”.

E. Quality Assurance:

1. Manufacturer: Company specializing in manufacturing products in Section with a minimum of five years documented experience.

2. Quality Standard: Doors to comply with WDMA IS 1A (Window and Door

Manufacturers Association).

3. Fire Rating Compliance: Fire-rated wood doors, if specified, shall comply with

NFPA-80 requirements according to building code standards having jurisdiction.

a. Neutral Pressure: Per UL design UL 10B, UFC, and UBC requirements.

b. Positive Pressure: Per UL design UL 10C, UFC, and UBC requirements.

4. Label Certification: All doors requiring fire-rating will carry either a UL or ITS

(Warnock Hersey) label. Manufacturer’s certification labels may be used for doors size variations if approved by AHJ (Authority Having Jurisdiction).

F. Delivery, Handling, and Storage:

1. Store and protect doors in accordance with manufacturer’s and WDMA recommendations.

2. Following are general guidelines. For more specific information refer to WDMA’s

Appendix Section “Care and Installation at Job Site”.

a. Store doors flat and off the floor, on a level surface, in a dry, well ventilated area of the building. Do not store in edge. Protect doors from dirt, water and abuse.

b. Certain wood species are light sensitive. Protect doors from exposure ti direct light after delivery.

c. Do not subject interior doors to extremes in either heat or humidity. HVAC systems should be operational and balanced, providing a temperature range of

50 to 90 degrees F. and 30 to 50 percent relative humidity.

d. When handling doors, always lift and carry. Do not drag across other doors or surfaces. Handle with clean hands or gloves.

e. Each door will be marked on top rail with opening number.

G. Warranty:

1. Manufacturers signed warranty covering manufacturing or material defects for life of original installation, including repair, replacement, machining, detailing and/or prefinishing, are all required parts of the manufacturer’s warranty for interior doors. Exterior applications per manufacturer’s standard written warranty.

8 Division 08 Doors and Windows

2. Manufacturers are subject to evaluation and inclusion by ESD Project Manager and Inspector. Listed below are primary manufacturers of 5 Ply- Hot Press wood doors.

3. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work, but are not limited to:

d. Algoma Hardwoods.

e. Buell Door Company.

f. Eggers Industries.

g. Marshfield Door Systems.

h. VT Industries, Inc.

B. Door Construction, General:

1. Non-Rated Doors:

a. Custom Grade in accordance with WDMA IS 1A.

b. Construction using WDMA Five Ply construction, using Hot Press method for laminating door materials. Stiles and rails must be securely bonded to the core and then abrasively planed prior to veneering.

c. Core will be constructed of structural composite lumber core (SCLC-5). The material will comply with WDMA minimum performance levels for interior applications with screw holding power of 540 lbs., modulus of rupture of

6,000 psi per cubic foot.

d. Crossbands are wood-based composites of a minimum thickness of 1/16 inch.

Crossbands and face veneers are laminated to the core with Type 2 interior use glue using Hot Press processes. Crossbands must extend the full width of the door. Minimum properties include internal bond of 100 psi and density of

50 lbs. per cubic foot.

e. Stiles (Vertical Edge): Stiles are hardwood, one piece, laminated or veneered.

Compatibility of edge veneer will be similar in overall color, grain, character with the construction of the face veneer.

f. Rails (Horizontal Edge): Rails are solid wood, structural composite lumber meeting the minimum requirements of WDMA.

g. Veneers: Refer to WDMA IS 1A for specific definitions and attributes.

1. Face Grade: A

2. Veneer Cut: Plain Sliced

3. Veneer Species: Red Oak

4. Veneer Match: Slip

5. Veneer Assembly: Center

h. Veneer to be applied on all six surfaces.

i. Edge Construction: Provide manufacturer’s standard laminated-edge construction for improved screw-holding capability and split resistance as compared to edges composed of a single layer of treated lumber.

9 Division 08 Doors and Windows

H. Door Fabrication:

1. Facrtory-Prefit and bevel doors (3degrees) to suit frame sizes indicated with 3/16” prefit in width, + 0”/-1/32” tolerances. Prefit top of door 1/8” +1/16”/-0”, and undercut as designated by floor condition.

2. Factory pre-machine doors for all hardware that is not surface applied. Locations and hole patterns to comply with specified hardware requirements as per NFPA

80 standards for doors specified; and to maintain door manufacturer’s warranty.

a. Specific locations for hardware will be coordinated between frame and door manufacturers.

b. Specific hardware preps will be per hardware specified. Hardware preps to be neatly and cleanly squared as required per hardware templates.

c. Metal astragals and channels to be supplied where fire-ratings will not allow metal-free edge(s).

3. Factory Preparation for Light Openings and Louvers: cut and trim openings through doors where indicated, to comply with NFPA 80 requirements, and to maintain door manufacturer’s warranty.

a. Wood beads and wood louvers to be compatible with face veneer.

Profiles and installation per door manufacturer’s standards.

I. Finishing:

1. Finish Location:

a. Factory Finishing: All doors, including beading and moldings, to be factory finished: Proper procedures are critical to ensure satisfactory results.

Additional preparatory work is required and should be in compliance with

WDMA Industry Standards IS 1A. (For additional information see WDMA

Publication “How to Store, Handle, Finish, Install and Maintain Wood

Doors”).

2. Finish Type:

a. Transparent Finishes: Provide a clear protective coating over the wood, allowing the natural color and grain of the selected wood species to show.

PART 3 – EXECUTION

A. Examination:

6. Confirm frames comply with type, size, location, and swing requirements and that they are installed plumb and square.

7. Inspect door for any damage, manufacturing defects or prefinished inconsistency, e.g. wrong color or poor finish.

8. If frames and doors pass inspections, proceed to installation. If there are any issues in either frames or doors, do not proceed to installation. Contact appropriate supplier to correct unsatisfactory conditions, and proceed with installation only after unsatisfactory conditions have been corrected.

10 Division 08 Doors and Windows

B. Installation:

1. Installation of wood doors to comply with WDMA IS 1A and specific door manufacturer’s written instructions.

C. Adjusting and Protecting:

1. After installation of door in frame, operate door to ensure that the door swings freely and that all hardware functions correctly. If not, make adjustments as required to provide an operable opening.

2. Protect doors from damage following installation that may occur as a result of

Project construction.

End of Section- 08210

11 Division 08 Doors and Windows

SECTION 08300- INSULATED SECTIONAL OVERHEAD DOORS

PART 1 – GENERAL

A. Related Sections:

1. Division 4, Section “Cavity Wall Masonry System”.

2. Division 5, Section “Metal Fabrications”.

3. Division 6, Section “Miscellaneous Carpentry”.

4. Division 7, Section “Joint Sealants”.

5. Division 26, Various Sections.

B. References:

1. ANSI A216.1- Sectional Overhead door Type Door

2. ASTM A526/A 526M- Steel Sheet, Zinc-Coated (Galvanized) by hot-dip process, Commercial Quality.

3. ASTM E330- Test method for Structural Performance of Exterior Windows, Curtain Walls, and doors by Uniform Static Pressure Difference.

C. Definitions:

1. Operation Cycle: One complete cycle of a door begins with the door in the closed position. The door is then moved to the open position and back to the closed position

D. System Description:

1. Panels: Stile and Rail aluminum.

2. Lift Type: Standard lift operating style with track and hardware.

3. Operation: electric.

4. Loads: Design and size components to withstand dead and live loads caused by pressure and suction of wind acting normal to plane of wall as calculated in accordance with IBC.

E. Submittals:

1. Submittals: Submit in accordance with Division requirements.

2. Shop Drawings: Indicate opening dimensions and required tolerances, connection details, anchorage detail and spacing, hardware locations and installation details.

3. Product Data: Provide component construction, anchorage method and hardware.

4. Samples: Submit manufacturer’s standard colors on door skin materials for color selection.

5. Operation Data: Include electrical control and adjustments.

F. Quality Assurance:

1. Perform Work in accordance with ANSI A 216.1, Application Type – Industrial

Section 08300- Insulated Sectional Overhead Doors Cont.

12 Division 08 Doors and Windows

2. Manufacturer Qualifications: Company specializing in manufacturing the

Products specified in the Section with a minimum of three (3) years documented experience.

3. Installer Qualifications: Company specializing in performing the Work of this

Section approved by manufacturer.

PART 2 – PRODUCTS

J. Manufacturers:

1. Acceptable Manufacturers: Available manufactures subject to compliance with requirements.

a. Basis of Design: Overhead Door Corporation, ODC 592 Series

1. Atlas Door Corp; Division of Clopay

2. Ideal Door

3. Wayne Dalton

2. NOTE: If building design and scope require both sectional overhead and coiling doors, the manufacturer of both is to be the same.

3. Obtain all overhead doors and operators through one source manufacturer.

K. Materials:

1. Sheet steel, roll formed, commercial quality hot dip galvanized G-80 per ASTM

A 525; phosphate coated, pre-painted with primer and baked on polyester top coat.

L. Sectional Construction:

1. Sectional Door Assembly: Metal/foam/metal sandwich panel construction, with

EPDM thermal break and ship-lap design with rounded water channels. Units will have the following characteristics:

a. Panel Thickness: 2”

b. Exterior Surface: Smooth Texture

c. Exterior Steel: 0.016, hot-dipped galvanized

d. End Stiles: 16 gauge with thermal break

e. Standard Springs: 10,000 cycles

f. Insulation: CFC-Free and HCFC-Free polyurethane, fully encapsulated

g. Thermal Values: R-Value of 7.35: U-Value of 0.136

h. Air Infiltration: 0.08 cfm at 15 mph; 0.13 cfm at 25 mph.

i. High Used Package: Required

j. Partial glazing of steel panels: Insulated double strength glass.

M. Door Components:

1. Finish and Color: Two coat baked-on polyester with exterior and interior color

2. Wind Load Design: IBC 90 mph wind speed. Supply with removable mid-span bracing system as required.

3. Lock: Interior mounted slide lock

13 Division 08 Doors and Windows

4. Weather Stripping: EPDM rubber tube seals fitted inside joints between sections.

EPDM rubber bulb-type strip at bottom. Header seal and jamb weather stripping.

5. Provide track as recommended by manufacturer to suit loading required and clearances available.

N. Electric Operator:

1. Electric Motor: Provide high-starting torque, reversible, Class A insulated, single phase, manually operated. Equipment spring clutch to release and shut off if door is latched on jambs.

2. Comply with NFPA 70.

3. Size motor to move door in either direction from any position at not less than 2/3 foot per second nor more than 1 foot per second.

4. Control Station: Manufacturer’s standard three-button operations, (open-close-stop), surface mounted at inside jamb.

5. Safety Edge: At bottom of door panel, full width, electro-mechanical sensitized type, wired to stop door upon striking object, covered to provide weather seal.

6. Provide hand-operated disconnect drive or mechanism for automatically engaging sprocket-chain operator and releasing brake for emergency manual operation.

7. Chain-Hoist Operator: Provide manual chain-hoist operator consisting of endless steel hand chain, chain pocket wheel and guard, and gear-reduction unit with a maximum 35-lb effort for door operation. Provide alloy steel hand chain with chainholder secured to operator guide.

O. Finishes:

1. Exterior and Interior Surfaces: Baked on polyester from manufacturer’s standard offering.

1. Verify that wall openings are ready to receive Work and opening dimensions and tolerances are within specified limits.

B. Preparation:

1. Prepare opening to permit correct installation of door unit to perimeter air and vapor barrier seal.

C. Installation:

1. Install door assembly in accordance with door manufacturer’s instructions.

2. Anchor assembly to wall construction and building framing without distortion or stress to door assembly.

3. Securely brace door tracks suspended from structure. Secure tracks to structural members only.

4. Fit and align door assembly, including hardware.

14 Division 08 Doors and Windows

5. Coordinate installation of sealants and backing materials at frame perimeter as specified in Section “Joint Sealants”.

6. Install perimeter trim and closures.

D. Erection Tolerances:

1. Maximum Variation from Plumb: 1/16 inch.

2. Maximum Variation from Level: 1/16 inch.

3. Longitudinal or Diagonal Warp: Plus or minus 1/8 inch with 10 ft. straight edge.

4. Maintain dimensional tolerances and alignment with adjustment work.

E. Adjusting:

1. Adjust door assembly to smooth operation and in full contact with weatherstripping.

F. Cleaning and Protection of Finished Work:

1. Clean doors, frames, and glass in accordance with manufacturer’s written recommendations.

2. Do not permit construction traffic through overhead door openings after adjustments and cleaning.

End of Section- 08300

15 Division 08 Doors and Windows

SECTION 08400- ALUMINUM-FRAME ENTRANCES AND STOREFRONTS

PART 1- GENERAL

1. Section includes:

a. Aluminum Doors and Frames.

b. Vision Glass.

c. Door Hardware.

d. Perimeter Sealant.

1. Division 4, Section “Cavity Wall Masonry Assemblies”.

2. Division 7, Section “Joint Sealants”.

3. Division 8, Section “Finish Hardware”

4. Division 8, Section “Glazing”.

C. References/Standards:

1. AA (Aluminum Association) - Designation System for Aluminum Storefronts.

2. AAMA- Metal Curtail Wall, Window, Storefront and Entrance- Guide

Specification Manual.

3. AAMA- Curtain Manual #10- Care and Handling of Architectural Aluminum from Shop to Site.

4. AAMA 501.2- Methods of Test for Curtain Walls

5. AAMA 603.8- Performance Requirements and Test Procedures for Pigmented

Organic Coatings on Extruded Aluminum.

6. AAMA 606.1- Specifications and Inspection Methods for Integral Color

Anodic Finishes for Architectural Aluminum.

7. AAMA 607.1- Specifications and Inspection Methods for Clear Anodic

Finishes for Architectural Aluminum.

8. AAMA 608.1- Specification and Inspection Methods for Electrolytically

Deposited Color Anodic Finishes for Architectural Aluminum.

9. AAMA FC-1- Field Check of Metal Curtain Walls for Water Leakage.

10. AAMA SFM-1- Aluminum Storefront and Entrance Manual.

11. ANSI A 117.1- Safety Standards for the Handicapped

12. ASCE 788- Calculation of Wind Loads.

13. ASTM A 36/A36M- Structural Steel.

14. ASTM A 123- Zinc (hot-Dip Galvanized) Coatings on Iron and Steel

Products.

15. ASTM A 446/A446M- Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip

Process, Structural (Physical) Quality.

16. ASTM B 209-/B209M- Aluminum and Aluminum Alloy Sheet and Plate.

17. ASTM B 221/B221M- Aluminum-Alloy Extruded Bar, Rod, Wire, Shape, and

Tube.

18. ASTM E 283- Rate of Air Leakage Through Exterior Windows, Curtain

Walls, and Doors.

16 Division 08 Doors and Windows

Section 08400- Aluminum Entrances and Storefronts Cont.

19. ASTM E 330- Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference.

20. ASTM E 331- Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference.

21. ASTM E 1105- Test Method for Field Determination of Water Penetration of

Installed Exterior Windows, Curtain Walls, and Doors by Uniform or Cyclic

Static Air Pressure Difference.

22. SSPC (Steel Structures Painting Council) - Paint 20 Zinc Rich Coating.

23. SSPC (Steel Structures Painting Council) – Paint 25 Red Iron Oxide, Zinc

Oxide, Raw Linseed Oil and Alkyd Primer (Without Lead and Chromate

Pigments).

D. System Description:

1. Aluminum entrances, glass curtain walls, and storefront systems includes tubular aluminum sections shop fabricated, factory finished, vision glass, in-fill, related flashings, anchorage and attachments devices.

2. System Assembly: Shop unitized assembly.

E. Performance Requirements:

1. System Design: Design and size components to withstand dead and live loads caused by positive and negative wind pressure acting normally to plane of wall.

a. As calculated in accordance with IBC, 90 mph wind speed, Condition 2.

b. As measure in accordance with ASTM E 330.

2. Deflection: Limit mullion deflection to flexure limit of glass by span; with full recovery of glazing materials.

3. System Assembly: Accommodate, without damage to components or deterioration of seals, movement within system, movement between system and peripheral construction, dynamic loading and release of loads, deflection of structural support framing.

4. Air Infiltration: Limit air leakage through assembly to 0.06 cfm/min/sf of wall area, measured at a reference differential pressure across assembly of 1.57 psf as measured in accordance with ASTM E 283.

5. Air and Vapor Seal: Maintain continuous air barrier and vapor retarder throughout assembly, primarily in line with inside pane of glass and heal bead of glazing compound.

6. Water Leakage: None, when measured in accordance with ASTM E 331, with a test pressure difference of 2.86 lbf/sf.

7. Expansion / Contraction: Provide for expansion and contraction within system components caused by cycling temperature range of 170 deg. F over a 12 hour period without causing detrimental effect to system components and anchorage.

8. System Internal Drainage: Drain water entering joints, condensation occurring in glazing channels, or migrating moisture occurring within system, to the exterior by weep drainage network.

17 Division 08 Doors and Windows

F. Submittals:

1. Submit in accordance with Division 1 requirements.

2. Product Data: Provide component dimensions, describe components within assembly, anchorage and fasteners, glass and in-fill, door hardware, and internal drainage details.

3. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances, affected related Work and expansion and contraction joint location and details.

G. Quality Assurance:

1. Perform all Work in accordance with AAMA SFM-1 and AAMA- Metal Curtain

Wall, Window, Storefront and Entrance- Guide Specifications Manual.

2. Conform to requirements of ANSI A117.1

3. Manufacturer and Installer: Company specializing in manufacturing aluminum glazing systems with a minimum of five years documented experience.

4. Design structural support framing components under direct supervision of qualified person, as specified by manufacturer, experienced in design of this

Work.

H. Delivery, Handling, Storage, and Protection:

1. Handle products of this Section in accordance with AAMA- Curtain Wall Manual

#10.

2. Protect finished aluminum surfaces with wrapping or strippable coating. Do not use adhesive papers or sprayed coatings that bond when exposed to sunlight or weather.

I. Environmental Requirements:

1. Do not install sealants when ambient temperature is less than 40 degrees F during and for 48 hours after installation.

1. Manufacturer: Subject to compliance with requirements, manufacturers offering products may be incorporated in the work including, but not limited to, the following:

2. Basis-of-Design: The following products are the basis of design. Available manufactures subject to compliance with requirements.

a. Kawneer TRIFAB II 451 with #190 narrow stile door.

J. Materials:

1. Extruded Aluminum: ASTM B221, alloy G.S. 10A-T5.

2. Sheet Aluminum: ASTM B209.

3. Steel Sections: ASTM A36/A36M; shaped to suit mullion sections.

18 Division 08 Doors and Windows

4. Fasteners: Stainless Steel.

K. Components:

1. Frame: 2 x 4-1/2 inch dimension; flush glazing stops; drainage holes; internal weep drainage system

2. Reinforcement: 2 x 4-1/2 inch nominal dimensional; profile of extruded aluminum with internal reinforcement of shaped steel structural section.

3. Doors: Minimum dimensions: 1-3/4 inches thick, 3-1/2 inch wide vertical rails and 7-1/2 inch wide bottom rail with beveled stops.

4. Frame Bite: For laminated glass, provide frame bite in accordance with ASTM F

2248. For polycarbonate, provide a glazing frame bite of no less than 1.5 times the polycarbonate thickness.

L. Sealant and Backing Materials:

1. Sealant and Backing Materials:

a. Perimeter Sealant: Type specified in Section 07920.

b. Sealant Used within System (Not Used for Glazing): as recommended by manufacturer.

M. Hardware:

1. See specification Section 08710 for balance of hardware sets.

2. Pivots: top and bottom offset pivots to be of cast aluminum with hardened steel dowel pivot pin. Bottom pivot to have ball-bearing pin receptor. Pivots to be finished to match door.

3. Closers: surface mounted, medium duty, adjustable, finish to match door.

4. Pull Bars and Push Handles: Tubular anodized members from manufacturer’s standard offering.

5. Thresholds: of type recommended by manufacturer of application

6. Deadlock: capable of being “dogged” for free traffic flow during office hours, cylinder key operation from exterior, operation from interior with

3 ½ inch lever.

7. Cylinders: keyed to match Ft. Knox’s system.

N. Fabrication:

1. Fabricate components with minimum clearances and shim spacing around perimeter of assembly, yet enabling dynamic movement while maintaining perimeter seal.

2. Accurately fit and secure joints and corners. Make joints flush, hairline, and weatherproof.

3. Prepare components to receive anchorage devices. Fabricate anchors.

4. Prepare components with internal reinforcement for door hardware.

5. Reinforce framing members for imposed loads.

19 Division 08 Doors and Windows

O. Finish:

1. Class I, Bronze Anodic Finish: AA-M12C22A41 (Mechanical Finish: non specular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating:

Architectural Class I, bronze coating 0.018mm or thicker) complying with

AAMA 61.

2. Concealed Steel Items: Galvanized in accordance with ASTM A 123 to 2.0 oz/sf.

3. Apply one coat of bituminous paint to concealed aluminum and steel surfaces in contact with cementitious or dissimilar metals and materials.

4. Touch-up Primer for Galvanized Steel Surfaces: SSPC Paint 20 zinc rich.

5. Extent of Finish:

a. All exposed surfaces must have factory finish.

b. Apply finish to surfaces cut during fabrication so that no natural aluminum is visible in completed assemblies, including joint edges.

c. Apply touch-up materials recommended by coating manufacturer for field application to cut ends and minor damage to factory applied finish.

1. Verify dimensions, tolerances, and method of attachment with other Work.

2. Verify wall openings and adjoining air vapor and vapor seal materials are ready to receive Work of this Section.

B. Installation:

1. Install wall system in accordance with manufacturer’s instructions and

AAMA-Metal Curtain Wall, Window, Storefront and entrance- Guide

Specifications Manual.

2. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and other irregularities.

3. Provide alignment attachments and shims to permanently fasten system to building structure.

4. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent Work.

5. Provide thermal isolation where components penetrate or disrupt building.

6. Coordinate attachment and seal of perimeter air vapor barrier materials.

7. Set thresholds in bed of mastic and secure.

8. Install glass in accordance with Section 08800, to glazing method required to achieve performance criteria.

9. Install perimeter sealant to method required to achieve performance criteria.

C. Erection Tolerances:

1. Section 01400- Quality Control: Tolerances.

2. Maximum Variation from Plumb: 0.06 inches every 3 ft. non-cumulative or

1/16 inches per 10 ft., whichever is less.

20 Division 08 Doors and Windows

3. Maximum misalignment of Two Adjoining Members Abutting in Plane: 1/32 inch.

D. Adjusting:

1. Adjust operating hardware and components for smooth operation.

E. Cleaning:

1. Remove protective material from pre-finished aluminum surfaces.

2. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean.

3. Remove excess sealant by method acceptable to sealant manufacturer.

F. Protection of Finished Work:

1. Protect finished work from damage following installation that may occur as a result of Project construction.

End of Section- 08400

21 Division 08 Doors and Windows

SECTION 08413- BLAST MITIGATION ALUMINUM-FRAME ENTRANCES

AND STOREFRONTS

P. Summary:

1. Section includes: Blast Mitigation Storefront Systems

a. Aluminum Doors and Frames.

b. Vision Glass.

Q. Related Sections:

5. Division 4, Section “Cavity Wall Masonry Assemblies”.

6. Division 7, Section “Joint Sealants”.

7. Division 8, Section “Finish Hardware”

8. Division 8, Section “Glazing”.

R. References/Standards:

24. UFC 4-010-01.

25. ASTM F 2248.

26. AA (Aluminum Association) - Designation System for Aluminum Storefronts.

27. AAMA- Metal Curtail Wall, Window, Storefront and Entrance- Guide

Specification Manual.

28. AAMA- Curtain Manual #10- Care and Handling of Architectural Aluminum from Shop to Site.

29. AAMA 501.2- Methods of Test for Curtain Walls

30. AAMA 603.8- Performance Requirements and Test Procedures for Pigmented

Organic Coatings on Extruded Aluminum.

31. AAMA 606.1- Specifications and Inspection Methods for Integral Color

Anodic Finishes for Architectural Aluminum.

32. AAMA 607.1- Specifications and Inspection Methods for Clear Anodic

Finishes for Architectural Aluminum.

33. AAMA 608.1- Specification and Inspection Methods for Electrolytically

Deposited Color Anodic Finishes for Architectural Aluminum.

34. AAMA FC-1- Field Check of Metal Curtain Walls for Water Leakage.

35. AAMA SFM-1- Aluminum Storefront and Entrance Manual.

36. ANSI A 117.1- Safety Standards for the Handicapped

37. ASCE 788- Calculation of Wind Loads.

38. ASTM A 36/A36M- Structural Steel.

39. ASTM A 123- Zinc (hot-Dip Galvanized) Coatings on Iron and Steel

Products.

40. ASTM A 446/A446M- Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip

Process, Structural (Physical) Quality.

41. ASTM B 209-/B209M- Aluminum and Aluminum Alloy Sheet and Plate.

22 Division 08 Doors and Windows

Section 08400- Blast Mitigation Aluminum Entrances and Storefronts Cont.

42. ASTM B 221/B221M- Aluminum-Alloy Extruded Bar, Rod, Wire, Shape, and

Tube.

43. ASTM E 283- Rate of Air Leakage Through Exterior Windows, Curtain

Walls, and Doors.

44. ASTM E 330- Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference.

45. ASTM E 331- Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference.

46. ASTM E 1105- Test Method for Field Determination of Water Penetration of

Installed Exterior Windows, Curtain Walls, and Doors by Uniform or Cyclic

Static Air Pressure Difference.

47. SSPC (Steel Structures Painting Council) - Paint 20 Zinc Rich Coating.

48. SSPC (Steel Structures Painting Council) – Paint 25 Red Iron Oxide, Zinc

S. Definitions:

1. Definitions: For fenestration industry standard terminology and definition refer to American Architectural Manufacturers Association (AAMA)- AAMA

Glossary 9AAMA AG).

T. Performance Requirements:

caused by positive and negative wind pressure acting normally to plane of wall.

a. As calculated in accordance with IBC, 90 mph wind speed, Condition 2.

b. As measure in accordance with ASTM E 330.

2. System Assembly: Accommodate, without damage to components or deterioration of seals, movement within system, movement between system and peripheral construction, dynamic loading and release of loads, deflection of structural support framing.

3. Glazing Requirements: All windows will be insulating glass units (IGU). For

IGUs, use polycarbonate or laminated glass for the innermost pane as a minimum. For laminated glass, provide a glazing frame bite in accordance with F 2248. For polycarbonate, provide a glazing frame bite of no less than

1.5 times the polycarbonate thickness.

4. Air Infiltration: Limit air leakage through assembly to 0.06 cfm/min/sf of wall area, measured at a reference differential pressure across assembly of 1.57 psf as measured in accordance with ASTM E 283.

5. Air and Vapor Seal: Maintain continuous air barrier and vapor retarder throughout assembly, primarily in line with inside pane of glass and heal bead of glazing compound.

6. Water Leakage: None, when measured in accordance with ASTM E 331, with a test pressure difference of 2.86 lbf/sf.

23 Division 08 Doors and Windows

7. Expansion / Contraction: Provide for expansion and contraction within system components caused by cycling temperature range of 170 deg. F over a 12 hour period without causing detrimental effect to system components and anchorage.

8. System Internal Drainage: Drain water entering joints, condensation occurring in glazing channels, or migrating moisture occurring within system, to the exterior by weep drainage network.

9. Uniform Load: A static air design load of 30 psf (1436 Pa) will be applied in the positive and negative direction in accordance with ASTM E 330. There will be no deflection in excess of L/175 of the span of any framing member.

At a structural test load equal to 1.5 times the specified design load, no glass breakage or permanent set in the framing members in excess of 0.2% of their clear spans will occur.

U. Submittals:

2. Product Data: Provide component dimensions, describe components within assembly, anchorage and fasteners, glass and in-fill, door hardware, and internal drainage details.

3. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances, affected related Work and expansion and contraction joint location and details.

V. Quality Assurance:

5. Perform all Work in accordance with AAMA SFM-1 and AAMA- Metal

Curtain Wall, Window, Storefront and Entrance- Guide Specifications

Manual.

6. Conform to requirements of ANSI A117.1

7. Manufacturer and Installer: Company specializing in manufacturing aluminum glazing systems with a minimum of five years documented experience.

8. Design structural support framing components under direct supervision of

W. Blast Performance Requirements:

1. Deflection of Framing Members:

a. In accordance with UFC 4-010-01, which sights ASTM F 2248, to ensure that the framing members restrict deflections of the edges of the blast resistant glazing they support to 1/160 of the length of the supported edge at allowable stress levels under the equivalent 3-second design loading.

b. The 3-second duration design loading determined using ASTM F 2248 will be based on the applicable explosive weight (55 lbs), meeting Level II requirements.

24 Division 08 Doors and Windows

c. Anchoring to adjacent structure will be in accordance with ASTM F 2248 based on the applicable explosive weight at the actual standoff distance at which the window is sited, but not greater than the conventional construction standoff distance.

X. Delivery, Handling, Storage, and Protection:

1. Handle products of this Section in accordance with AAMA- Curtain Wall

Manual #10.

2. Protect finished aluminum surfaces with wrapping or strippable coating. Do not use adhesive papers or sprayed coatings that bond when exposed to sunlight or weather.

Y. Environmental Requirements:

1. Do not install sealants when ambient temperature is less than 40 degrees F during and for 48 hours after installation.

B. Manufacturers:

3. Manufacturer: Subject to compliance with requirements, manufacturers offering products may be incorporated in the work including, but not limited to, the following, with narrow stile door:

a. Kawneer

b. EFCO Corp.

c. Wausau Window & Door

d. Truelite Glass & Aluminum Storefronts

C. Materials:

5. Extruded Aluminum: ASTM B221, alloy G.S. 10A-T5.

6. Sheet Aluminum: ASTM B209.

7. Steel Sections: ASTM A36/A36M; shaped to suit mullion sections.

8. Fasteners: Stainless Steel.

D. Frame Components:

5. Frame: 2 in. x 4-1/2 in. inch dimension storefront frame; flush glazing stops;

drainage holes; internal weep drainage, thermally broken system.

6. Doors: Minimum dimensions: 1-3/4 inches thick, 3-1/2 inch wide vertical rails and 7-1/2 inch wide bottom rail with beveled stops.

E. Sealant and Backing Materials:

2. Sealant and Backing Materials:

a. Perimeter Sealant: Type specified in Section 07920.

b. Sealant Used within System (Not Used for Glazing): as recommended by

25 Division 08 Doors and Windows

E. Hardware:

8. See specification Section 08710 for balance of hardware sets.

9. Pivots: top and bottom offset pivots to be of cast aluminum with hardened steel dowel pivot pin. Bottom pivot to have ball-bearing pin receptor. Pivots to be finished to match door.

10. Closers: surface mounted, medium duty, adjustable, finish to match door.

11. Pull Bars and Push Handles: Tubular anodized members from manufacturer’s standard offering.

12. Thresholds: of type recommended by manufacturer of application

13. Deadlock: capable of being “dogged” for free traffic flow during office hours, cylinder key operation from exterior, operation from interior with

3 1/2 inch lever.

14. Cylinders: keyed to match Ft. Knox’s system.

F. Fabrication:

1. Fabricate components with minimum clearances and shim spacing around perimeter of assembly, yet enabling dynamic movement while maintaining perimeter seal.

2. Accurately fit and secure joints and corners. Make joints flush, hairline, and weatherproof.

3. Prepare components to receive anchorage devices. Fabricate anchors.

4. Prepare components with internal reinforcement for door hardware.

5. Reinforce framing members for imposed loads.

G. Frame Finish:

6. Class I, Bronze Anodic Finish: AA-M12C22A41 (Mechanical Finish: non specular as fabricated; Chemical Finish: etched, medium matte; Anodic

Coating: Architectural Class I, bronze coating 0.018mm or thicker) complying with AAMA 61.

7. Concealed Steel Items: Galvanized in accordance with ASTM A 123 to 2.0 oz/sf.

8. Apply one coat of bituminous paint to concealed aluminum and steel surfaces in contact with cementitious or dissimilar metals and materials.

9. Touch-up Primer for Galvanized Steel Surfaces: SSPC Paint 20 zinc rich.

10. Extent of Finish:

a. All exposed surfaces must have factory finish.

b. Apply finish to surfaces cut during fabrication so that no natural aluminum is visible in completed assemblies, including joint edges.

c. Apply touch-up materials recommended by coating manufacturer for field

26 Division 08 Doors and Windows

G. Examination:

H. Installation:

10. General:

e. Install system per UFC 4-010-01 and Part 1, Para H this specification.

f. Install wall system in accordance with manufacturer’s instructions and

AAMA-Metal Curtain Wall, Window, Storefront and entrance- Guide

Specifications Manual.

g. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and other irregularities.

h. Provide alignment attachments and shims to permanently fasten system to building structure.

i. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent Work.

j. Provide thermal isolation where components penetrate or disrupt building.

k. Coordinate attachment and seal of perimeter air vapor barrier materials.

l. Set thresholds in bed of mastic and secure.

m. Install glass in accordance with Section 08800, to glazing method required to achieve performance criteria.

n. Install perimeter sealant to method required to achieve performance criteria.

I. Erection Tolerances:

4. Section 01400- Quality Control: Tolerances.

5. Maximum Variation from Plumb: 0.06 inches every 3 ft. non-cumulative or

1/16 inches per 10 ft., whichever is less.

6. Maximum misalignment of Two Adjoining Members Abutting in Plane: 1/32

J. Adjusting:

2. Adjust operating hardware and components for smooth operation.

K. Cleaning:

4. Remove protective material from pre-finished aluminum surfaces.

5. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe

6. Remove excess sealant by method acceptable to sealant manufacturer.

27 Division 08 Doors and Windows

L. Protection of Finished Work:

2. Protect finished work from damage following installation that may occur as a

28 Division 08 Doors and Windows

SECTION 08413- BLAST MITIGATION ALUMINUM-FRAME ENTRANCES

AND STOREFRONTS

Z. Summary:

1. Section includes: Blast Mitigation Storefront Systems

a. Aluminum Doors and Frames.

b. Vision Glass.

AA…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .