Special purpoSe Doors & WinDoWs - · PDF fileSpecial purpoSe Doors & WinDoWs. ... R-Value 2.0,...

AcousticAl

Bullet

BlAst And Pressure

rAdio Frequency

thermAl shielding

Special purpoSeDoors & WinDoWs

TABLE OF CONTENTS 2

KRIEGER SPECIAL PURPOSE DOORS AND WINDOWSTABLE OF CONTENTS

Krieger Products Brochure 3-5

steel Acoustical door Assemblies–tech specs 6-12

Acoustical hardware Bulletin 13-20

steel Acoustical door–cAd details 21-35 Masonry Acoustical Door Frame 21 Bolt-in Acoustical Door Frame 22 Slip-In Frame 23 Dry-Wall Acoustical Door Frame 23 Acoustical Door Removable Mullion 24 Acoustical Door Non-Removable Mullion 25 NC-3 Compression Seal 26 NC-6 Magnetic Seal 26 NC-5 Compression Seal 27 NC-7 Magnetic Seal 27 NC-9 Dual Seal Compression / Magnetic 28 ‘Dual’ Cam-Lift Door Bottom Assemblies at Panelized Doors 28 KriegerSonic Dual Glazed Vision Lite 29 DB3 Automatic Door Bottom Assembly 30 DB3 Automatic Door Bottom Assembly with KSP No. 2A Threshold 30 NC2 - Cam-Lift Door Bottom 31 Cam-Lift Door Bottom Assemblies with KSP No. 2A Threshold 31 KriegerSonic Single Acoustical Door Astragal 32 KriegerSonic Double Acoustical Door Astragal 32 Slip-In Frame for 2-1/2” Thick Dr x NC 10 Seals 33 Neoprene / Magnetic Astragal - 2 1/2” Thick Rabbetted Edge Door 33 Elevation Viewing (Pull) and (Push) Side of Doors 34 Krieger Six Way Adjustable Heavy Duty Hinge 35

steel Acoustical Windows Assemblies –tech specs 36-40

steel Acoustical Window–cAd details 41-42 STC 53-56 Window Mullion 41 STC 52 Acoustical Window Head, Sill 41 Acoustical Window Jamb 42 Acoustical Window Jamb for Masonary Walls 42

Wood Acoustical doors Assemblies –tech specs 43-49

Wood Acoustical doors –cAd details 50-51 Dry-Wall Acoustical Door Frame 50 Acoustical Wood Door Assembly with Cam-Lift Door Bottom and Threshold 50 KriegerSonic Double Glazed Vision Lite 51 KriegerSonic Double Acoustical Door Astragal 51

Blast resistant door Assemblies –tech specs 52-57

Blast resistant door Assemblies – cAd details 58-63 Blast Resistant Frame at Structural Subframe 58 Blast Resistant Frame at Masonry or Concrete 58 Blast Resistant Door Frame 59 Blast Resistant Sub-Buck Frame at Reinforced Masonry or Concrete 59 Reinforcing for Safety Studs at Hinge Side of Blast Resistant Frame 60 Strike Reinforcing at Blast Resistant Frame 60 Astragal(s) for Pairs of Pressure Resistant Doors 61 Bottom Flush Bolt at Blast Resistant Pair of Doors 61 Lock Edge at Blast Resistant Door 62 Integral Tube Mullion at Higher Range Blast Doors 62 Blast Single Glazed Vision Lite 63 Blast Double Glazed Vision Lite 63

Bullet resistant steel doors –tech specs 64-70

Bullet resistant steel doors –cAd details 71-76 Standard Teller Window 71 Deal Tray 72 Typical Masonry Bullet Resistant Frame and Vision Lite Detail 73 Voice Port with Elevation View 74 Gun Port 75 Small Package Pass Thru 76

stainless steel doors and Frames–tech specs 77-81

technical and Field services for Acoustical Assemblies 82

KRIEGER PRODuCTS BROCHuRE 3

stc rAtingsdoor assemblies: up to STC-55, metal and wood veneer Window assemblies: up to STC-56

glAssTested and certified acoustical glass or fire rated glass and glazing materials are available.

conFigurAtionAvailable in flush design or with vision lites and as single or pairs of hinged doors, including horizontal sliding doors. All assemblies are available manual or power operated.

hArdWAreDoor, frame, perimeter sound seals, and door bottom are supplied as part of the complete tested assembly. Additionally, cam lift hinges and an aluminum threshold are included with high STC rated doors.

Fire lABels And Positive Pressuremetal doors up to 3 hours: Certified in accordance with uL 10C, uBC 7-2, uBC 7-4 250,° 450,° 650° temperature rise, up to 3 hours uL 10Csmoke labels: Metal doors up to 3 hours*

Wood doors up to 20, 45 & 60 minutes

*Limitations similar to typical hollow metal doors and frames

sciF door AssemBliesManufactured to exceed CSA specifications of STC 45, JuIAF, DCID 6/9, ICPM 2006-700-7, SCIF Sound Group 3 and 4, and MIL-HDBK-1013/1A. Plus, Krieger SCIF door assemblies are guaranteed to an STC/NIC difference of only four points.

test And certiFicAtionASTM E90, E336, E1408, E413 JuIAF, JAFAN, DCID 6/9, ICPM 2006-700-7

KriegerSonic®

Acoustical door Assemblies and Window Assemblies

resistAnce levelsuL Levels 1 - 8 available in both metal and wood veneer.NIJ Levels I, IIA, II, IIIA, III & IV available in both metal and wood veneer.

test And certiFicAtionuL-752, NIJ (0108.01)

glAssCalculated and certified glass or glass/polycarbonate glazing materials are available. (If glazing is provided by others it must bear a visible uL 752 or NIJ mark.)

conFigurAtionAvailable in flush design or with vision lites and as single or pairs of hinged doors, including single or bi-parting horizontal sliding doors. All assemblies are available manual or power operated.

Fire lABels And Positive Pressureup to 3 hours: uL 10C, uBC 7-2, uBC 7-4 250,º 450,º 650º temperature rise, up to 3 hours uL 10C smoke labels: up to 20 minutes

hArdWAreOperating hardware is available in all standard builders’ finishes. Mortise or cylindrical locksets, exit devices, and security hardware are basic options. Custom options are available.

KriegerPlate®

Bullet resistant door Assemblies, Window Assemblies and Accessories

neW!

Forced

entry door

SPECIFICATIONS

30 minutes

TEST AND CERTIFICATION

sd-std-01.01 rev. g


resistAnce levelsPre-engineered available in: 100 PSF, 1.0, 2.0 Static, 3.0, 4.0, 10.0 Dynamic. Custom engineering up to 25 PSI.

test And certiFicAtionuBC, NIJ, ASTM and Haz Mat uFC 4-010-01, TM5-1300 and PIP STC 01018

glAssCalculated and certified glass or glass polycarbonate glazing materials are available.

conFigurAtionAvailable in flush design or with vision lites and as single or pairs of hinged doors, including single or bi-parting horizontal sliding doors. All assemblies are available manual or power operated.

Fire lABels And Positive Pressureup to 3 hours: uL 10C, uBC 7-2, uBC 7-4 250,º 450,º 650º temperature rise, up to 3 hours uL 10C smoke labels: up to 20 minutesAvailable on the pre-engineered models. At custom engineered pressure levels, consult with factory.

hArdWAreSwing door hardware includes modified builders’ hardware or Krieger manufactured locks and hinges as required by blast rating. Slide door hardware includes low friction trucks and rollers, low voltage control circuitry for electrical operators and a variety of operator actuation devices.

KriegerBlast®

Pressure resistant door Assemblies and Window Assemblies

rAdio Frequency shieldMaximum 60 dB from 1kHz - 10GHz

test And certiFicAtionNSA 65-6 and MIL STD-285

Fire lABels And Positive Pressureup to 1-1/2 hours: uL 10C, uBC 7-2, uBC 7-4 250,º 450,º 650º temperature rise, up to 1-1/2 hours uL 10C smoke labels: up to 20 minutes

conFigurAtionSingle or pairs of hinged doors in standard and custom sizes, manual or power operated. Assemblies can be used in any type of shielding construction.

KriegerShield®

radio Frequency shielding door Assemblies and Window Assemblies

thermAl Protectionu-Value .504, R-Value 2.0, True Thermal Break assembly including door, frame and hardware.

test And certiFicAtionASTM C236-80

constructionConstructed with 16 ga. galvanized skins reinforced with internal steel stiffeners, separated by a structural isolator. No metal-to-metal contact. Doors are factory insulated per ASTM D1940, 2# density rigid urethane, foamed in place and chemically bonded to interior surface.

conFigurAtionFlush design or with vision lites. Single or pairs of hinged doors, including single or bi-parting horizontal sliding doors available manual or power operated.

KriegerEqualizer®

thermal Barrier door Assemblies


Finish oPtions

WoodWood veneer doors may be sand-finished, primed, sealed with conversion synthetic sealer or completely prefinished prior to shipping. Choose from any wood stain or send us a sample you wish to match.

moldings, stone, sPeciAlty FinishesKrieger doors can be custom finished in an endless variety of options. Bronze, brass, copper, etched glass and plastic laminate finishes are available.

stAinless steelStainless steel finish can be embossed, patterned, etched, bead blasted and colored. Bronze, brass, copper, etched glass and plastic laminate finishes are also available.

304 - Non-hardenable, austenitic (non-magnetic), low-carbon, chromium-nickel steel which has a good general purpose corrosion resistance.

316 - Non-hardenable, austenitic, chromium-nickel steel with superior corrosion and heat resistance qualities. Sometimes referred to as “marine stainless”. This grade is non-magnetic in the annealed condition. 316L is also available.

technicAl And instAllAtion suPPortKrieger engineers and technical support staff are available by phone, at no cost to you, to help with any problem or question that may arise with the installation of your doors. Additionally, Krieger’s field service offers you several ways to ensure that your doors and windows are installed correctly.

Krieger trAining We can train your installation crew at our manufacturing facility, or we can have one of our technicians meet with your crew on the job site.

Krieger trouBleshooting Our staff will determine the problem and recommend or undertake the proper corrective measures. Often our services are needed to resolve post-installation problems related to modifying door swings, strike locations or other hardware-related problems.

Krieger turn Key instAllAtion With this option our technicians actually undertake all phases of the installation process. By accepting full responsibility for the installation Krieger guarantees that every door will perform to precise specifications.

Krieger testing Field testing is the only certain way to ensure that your doors will achieve the performance you have specified. Krieger engineers are experts in the testing and certification of acoustical doors and are available to perform on-site testing per your request.

regionAl oFFices

heAdquArters Bob mccluney 4880 Gregg Road Pico Rivera, CA 90660 Phone: 562-695-0645 Fax: 562-692-0146

northWest Bill Borel 10010 36th Ave. NE Seattle, WA 98125 Phone: 206-547-1382 Fax: 206-547-7322

technicAl consultAnt Bob carpenter, Ahc 1700 E. Lakeside Drive #38 Breckenridge BayGilbert, AZ 85234 Phone: 480-926-1890 Fax: 480-926-1801

eAst Ken Kuzman 233 S Bonsall Rd, #2 Coatesville, PA 19320 Phone: 610-857-2202 Fax: 610-857-2242

midWest richard d. Adams 926 Norwich Drive Troy, MI 48084 Phone: 248-792-4263 Fax: 248-792-4269

SEC. 08385

STEEL ACOuSTICAL DOOR ASSEMBLIES

parT 1 GeNeral

1.1 section includes A. Steel acoustical door assemblies.

1.2 relAted sections A. Section 08700 - Door Hardware. B. Section 08800 - Glazing. C. Section 09900 - Paints and Coatings.

1.3 reFerences A. ASTM A 366 - Standard Specification for Steel, Carbon, Cold-Rolled Sheet, Commercial Quality. B. ASTM A 569 - Standard Specification for Steel, Carbon, (0.15 Maximum Percent), Hot-Rolled Sheet and Strip, Commercial Quality. C. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot Dip Process. D. ASTM B 117 - Standard Method of Salt Spray (Fog) Testing. E. ASTM D 1735 - Standard Practice for Testing Water Resistance of Coating using Water Fog Apparatus. F. ASTM E 90 - Standard Test Method for Laboratory Measurement of Airborne-Sound Transmission Loss of Building Partitions. G. ASTM E 336 - Standard Test Method for Measurement of Airborne Sound Insulation in Buildings. H. ASTM E 413 - Classification for Determination of Sound Transmission Class. I. HMMA 840 - Installation and Storage of Hollow Metal Doors and Frames; Hollow Metal Manufacturers Association.

1.4 system descriPtion A. DESIGN REQuIREMENTS: Acoustical door assemblies to include doors, frames, and door hardware to include gasketing systems, retainers and retainer covers, automatic or fixed door bottoms, cam-lift hinges, thresholds, and sills, required to achieve specified performance requirements. B. PERFORMANCE REQuIREMENTS: Sound Transmission Coefficient rating of STC — for installed assembly, when tested as operable door assembly in accordance with ASTM E 90 and ASTM E 413.

STEEL ACOuSTICAL DOOR ASSEMBLIES 6

1.5 suBmittAls A. Submit under provisions of Section 01300. B. PRODuCT DATA: Indicate door materials and construction. C. SHOP DRAWINGS: Indicate door opening criteria, elevations, sizes, types, swings; identify and detail cutouts. D. QuALITy ASSuRANCE SuBMITTALS: 1. Test Reports: a. Certified laboratory reports, performed in accordance with ASTM E90 and ASTM E 413, from independent testing laboratory qualified under the National Voluntary Laboratory Accreditation Program (NVLAP) supporting compliance of assemblies to specified requirements. b. Minimum five (5) field tests, performed in accordance with ASTM E 336 and ASTM E 413 by five separate independent testing agencies, substantiating acoustical performance when installed at no less than four (4) FSTC ratings below the specified STC rating. 2. Certificates: a. Contractor’s certification that: 1) Products of this section, as provided, meet or exceed specified requirements. 2) Manufacturer of products of this section meet specified qualifications. 3. Manufacturer’s instructions: Printed installation instructions for each component. E. CLOSEOuT SuBMITTALS: 1. Warranty documents, executed by manufacturer in Owner’s name. 2. Operation and maintenance data for assembly components. 3. Certified statement of manufacturer’s authorized representative, as specified in FIELD QuALITy CONTROL Article of PART 3 of this section. 4. Certified test reports of independent testing agency, as specified in FIELD QuALITy CONTROL Article of PART 3 of this section.

1.6 quAlity AssurAnce A. QuALIFICATIONS: 1. Manufacturer: Minimum five (5) years documented experience producing systems specified in this section. 2. Installer: Minimum five (5) years documented experience producing systems specified in this section, and approved by manufacturer.

1.7 delivery, storAge, And hAndling A. Store frames in accordance with requirements of HMMA 840. B. Store steel doors in accordance with requirements of HMMA 840. C. Remove wraps or covers from doors and frames upon delivery at the building site; clean and touch-up scratches or disfigurement caused by shipping or handling promptly with rust inhibitive primer. D. Store units on planks or dunnage in a dry location; store doors in a vertical position spaced by blocking. E. Store units covered to protect them from damage, but permitting air circulation.


1.8 scheduling A. Furnish manufacturer’s mounting templates for door hardware specified in Section 08710 to manufacturer of products of this section in time for factory preparation for door hardware.

parT 2 proDucTS

2.1 mAnuFActurers A. ACCEPTABLE MANuFACTuRER: Krieger Steel Products, 4880 Gregg Road, Pico Rivera CA 90660; Telephone 562-695-0645, FAX 562-692-0146. B. SuBSTITuTIONS: Not permitted. C. unless otherwise specified for an individual product or material, supply all products specified in this section from the same manufacturer.

2.2 mAteriAls A. STEEL SHEET: One of the following: 1. Cold-rolled steel sheet conforming to ASTM A 366, commercial quality. 2. Hot-rolled steel sheet conforming to ASTM A 569, pickled and oiled, commercial quality. B. GALVANIZED STEEL SHEET: ASTM A 653/A 653M, commercial quality, minimum G60 zinc coating. C. ACOuSTICAL MATERIAL: Manufacturer’s standard for required STC rating. D. PRIMER: Meeting ASTM B 117 salt spray for 150 hours, and ASTM D 1735 water fog test for organic coatings for 200 hours. E. GLAZING: Specified in Section 08800.

2.3 comPonents A. STEEL DOORS: Fabricate in accordance with Architect-approved shop drawings, 1-3/4 inches minimum thickness, and as follows: 1. Face sheets: a. Doors for interior use: Steel sheet, minimum 16 gage sheet thickness. b. Doors for exterior use: Galvanized steel sheet, minimum 16 gage sheet thickness. c. Visible seams on face sheets not permitted. 2. Core: a. Stiffen face sheets with continuous vertical steel sections. b. Spot-weld stiffeners to both face sheets. c. Fill spaces between stiffeners with acoustical material. 3. Vertical edges: a. Join face sheets at vertical edges by continuous welding: 1) Join door faces by continuous weld on each edge, extending full door height. 2) Grind, fill, and dress welds to provide smooth flush surface. b. Form edge profiles both vertical edges of doors with 1/8 inch in 2 inches bevel. c. Visible seams on vertical edges not permitted.


4. Horizontal edges: a. Close top and bottom edges of doors with continuous steel channels, 16 gage minimum; spot-weld channels to both door faces. b. Provide openings in bottom closure of exterior doors to permit escape of entrapped moisture. c. Provide additional flush closing channel at top and bottom edges of doors; spot-weld channel to both door faces. 5. Hardware preparation: a. Mortise, reinforce, drill, and tap doors at factory for fully templated mortised hardware only, in accordance with approved hardware schedule and supplied templates. b. Provide reinforcing plates at surface-mounted or non-templated hardware locations. B. ACOuSTICAL PANELS: Same materials, construction, and finish as doors; sizes as indicated on Architect-approved shop drawings. C. FRAMES: Fabricate in accordance with Architect-approved shop drawings, and as follows: 1. Frames for interior use: Fabricate from steel sheet, minimum 14-gage thickness. 2. Frames for exterior use: Fabricate from galvanized steel sheet, minimum 14-gage thickness. 3. Form frame members straight, and of uniform profile through lengths, as welded units with integral trim, of sizes and profiles indicated. a. Weld contact edges of joints closed tight. b. Miter perimeter trim faces and weld continuously. 4. When shipping limitations so dictate, fabricate frames for large openings in sections designed for assembly in the field; install alignment plates or angles, of same material and gage as frame, at each joint. 5. Hardware preparation: a. Mortise, reinforce, drill, and tap frames at factory for fully templated mortised hardware only, in accordance with Architect-approved shop drawings and supplied templates. b. Provide reinforcing plates at surface-mounted or non-templated hardware locations. 6. Floor anchors: a. Fabricate of same material as frame material; minimum 14 gage. b. Weld anchors inside each jamb for floor anchorage. 7. Jamb anchors: a. Fabricate of same material as frame material; weld anchors inside each jamb for wall anchorage. b. Provide anchor types for indicated adjacent wall construction: 1) Frames for installation in masonry walls: Adjustable jamb anchors, 16 gage, T-shape type. 2) Frames for installation in stud partitions: Continuous 16 gage steel channel to surround stud, welded inside each jamb. 8. Plaster guards: Fabricate from minimum 22 gage steel; weld in place at hardware mortises on frames to be set in plaster, masonry, or concrete openings. 9. Provide welded frames with temporary steel spreader welded to jamb feet for bracing during shipping and handling. D. VISION LITES: 1. Factory-assemble lites in doors indicated to have lites, using glazing materials and assembly methods indicated on approved shop drawings for required STC rating; field assembly not permitted. 2. Fabricate dual-glazed lites permitting individual removal of each glazing pane.


E. LOOSE STOPS: 1. Fabricate of minimum 12 gage steel, with factory-drilled and countersunk holes for fasteners. 2. Form stops for mitered corner joints. 3. Supply cadmium-coated or zinc-coated fasteners, size and quantity required for fastener holes. F. DOOR HARDWARE: 1. Supply gasketing systems, retainers, retainer covers, automatic door bottoms, fixed door bottoms, cam-lift hinges, thresholds, and sills as indicated on Architect-approved shop drawings, or specified in manufacturer’s product data for project conditions, to achieve specified performance requirements. 2. All other door hardware is specified in Section 08710.

2.4 sill condition Where indicated on the drawings, furnish a smooth flush stainless steel or aluminum threshold for the door bottom to seal against when the door is in the closed position. The minimum width of the threshold shall be door thickness plus 4" to allow the threshold to extend a minimum of 1_" beyond the face of the door on both sides of the opening. For openings where carpet extends through the opening, the threshold height shall be 1/8" greater in height than the carpet thickness.

2.5 Finish Finish: All tool marks and surface imperfections shall be removed and exposed faces of all welded joints shall be dressed smooth. Assemblies shall be treated and shall be coated on all accessible surfaces with a rust-inhibitive primer which meets ASTM B117 salt spray for 150 hours, and ASTM D1735 water fog test for organic coatings for 200 hours, and which is fully cured prior to shipment.

2.6 source quAlity control A. HARDWARE LOCATION ON DOORS AND FRAMES: 1. Hinges: a. Top: 5 inches from head of frame to top of hinge. b. Bottom: 10 inches from finished floor to bottom of hinge. 2. unit and integral type locks and latches: 38 inches from finished floor to centerline of knob. 3. Deadlocks: 48 inches from finished floor to centerline of strike. 4. Panic hardware: 38 inches from finished floor to centerline of cross bar, or as indicated on hardware template.


parT 3 eXecuTioN

3.1 eXAminAtion A. VERIFICATION OF CONDITIONS: 1. Prior to installation, check and correct frames for size, swing, squareness, alignment, twist and plumb. 2. Verify openings are in accordance with approved shop drawings. B. INSTALLER’S EXAMINATION: 1. Have installer of this section examine conditions under which construction activities of this section are to be performed, then submit written notification if such conditions are unacceptable. 2. Transmit two copies of installer’s report to Architect within 24 hours of receipt. 3. Beginning construction activities of this section before unacceptable conditions have been corrected is prohibited. 4. Beginning construction activities of this section indicates installer’s acceptance of conditions.

3.2 PrePArAtion A. Remove steel spreaders from welded frames prior to installation; use of spreaders for installation purposes not permitted.

3.3 instAllAtion A. Install units in accordance with approved shop drawings and manufacturer’s printed installation instructions; in addition, install steel components in accordance with HMMA 840. B. OVERSIZE ASSEMBLIES: 1. Weld field joints in accordance with AWS D1.1 and approved shop drawings. 2. Finish exposed field welds smooth; touch-up with rust inhibitive primer. 3. Ship Knock down to the jobsite prepared for field attachment by others. C. Fill voids between concealed side of frame and adjacent wall construction with lightweight gypsum plaster in accordance with approved shop drawings or manufacturer’s printed installation instructions. D. Finish surfaces having abrasion damage smooth; touch-up with rust inhibitive primer. E. Install gasketing systems, retainers, retainer covers, automatic door bottoms, fixed door bottoms, cam-lift hinges, thresholds, and sills in accordance with manufacturer’s printed instructions. F. Installation of all other door hardware is specified in Section 08710. G. Field painting is specified in Section 09900. H. SITE TOLERANCES: Do not exceed the following installation tolerances: 1. Squareness: Plus or minus 1/16 inch measured on a line, 90 degrees from one jamb, at the upper corner of the frame at the other jamb. 2. Alignment: Plus or minus 1/16 inch measured on jambs on a horizontal line parallel to the plane of the wall. 3. Twist: Plus or minus 1/16 inch measured at face corners of jambs on parallel lines perpendicular to the plane of the wall. 4. Plumb: Plus or minus 1/16 inch measured on the jamb at the floor.



3.4 Field quAlity control A. Engage and pay for the field services of manufacturer’s authorized representative to: 1. Inspect completed installation of door and frame assemblies. 2. Test all components through a minimum of ten complete cycles of operation. 3. Verify each component is correctly installed. 4. Direct installer in adjusting components for correct operation. 5. Issue certified statement of compliance of installed door and frame assemblies to Architect-approved shop drawings. 6. Instruct Owner’s maintenance personnel in correct operation and maintenance procedures for components of door and frame assemblies. B. Engage and pay for the services of independent testing agency to: 1. Test door and frame assemblies selected by Owner or Architect in accordance with ASTM E 336. 2. Issue certified report documenting compliance of installed door and frame assemblies to specified acoustical performance requirements. C. Notify Architect a minimum of four (4) calendar days prior to scheduled testing dates.

ACOuSTICAL HARDWARE BuLLETIN 13

SOuND RETARDANT DOORHARDWARE INFORMATION BuLLETIN

Through our experience in manufacturing sound retardant doors, we have found that problems occur when certain hardware is used that will compromise the effectiveness of the sound door assembly. On the following pages, we have tried to address some of the more common situations, and offer some alternative solutions which will preserve, or enhance, the performance of the assemblies.

1. hinges Weight of the doors will vary, depending on size, and STC rating. Refer to the door schedule sheets of shop drawings for weight of door. Also see general information page, under hinge location, or, contact Krieger’s engineering department. In any case, we always recommend the use of heavy-duty ball-bearing hinges.

2. closers A. PARALLEL ARM CLOSERS: Mount the arm bracket to “Z” bracket furnished by Krieger, or use a top jamb mounted closer. closer arm shoe must never be mounted directly to the seal cover.

B. RIXON FLOOR CLOSER: The arm which must mount in the bottom of the door precludes the use of a mortised door bottom. We do not recommend using this hardware item on acoustical doors.

C. CONCEALED OVERHEAD CLOSER: This mounts in the head of frame and would not permit a continuous perimeter seal, resulting in a sound leak. We cannot certify an STC rating with this setup.

D. CLOSERS RECOMMENDED FOR uSE WITH CAM LIFT HINGE ASSEMBLIES: The cam lift hinges will not, by themselves, close and/or latch, the door. The door bottom seal is coming down onto the sill the last ten degrees of swing, so there is some friction, depending on how tightly the seal is adjusted. Also the seal on the jamb, either compression or magnetic, will affect how easily the door will latch, depending on how evenly. It is adjusted around the entire perimeter. A door closer is required. Also, any u. L. rated doors would need a closer if they are to bear the label.

you must choose a closer that allows for 3/8" vertical movement. After checking with several closer manufacturers, we offer the following recommendations:

• LCN 4010, 4020, 4041 Super Smoothie • Dorma series 640, 540, 7600, 7800, and TS83 • Corbin/Russwin DC2000, DC3000, DC4000 • Norton 7500, 8500 series • Sargent 250, 251, 350, 351, 1230, 1231, 1250, and 1251 (Please note that no documentation has yet been received from Norton or C/R validating this recommendation)

CLOSERS NOT RECOmmENDED: LCN: 4110, 4041 Cush-N-Stop, 4040 EDA (Extra Duty Arm), and any others with a large bolted knuckle at the elbow that will not allow 3/8" vertical movement. slide track type closer and overhead stops will not work.

3. locKs A. CyLINDRICAL LOCKS like the Schlage “D” Series: Our perimeter seals are 1-1/8" high. Latest oversize roses for lever trim (with spring assembly) will overlap them, at 2-3/4" backset. Or, if a knob is used, there is very little grasping clearance with this backset. We therefore strongly recommend that you always use a 3-3/4" backset, for either levers OR knobs.

B. MORTISE LOCKS are available only with a 2 3/4" backset. For this reason, lever handles should be used instead of knobs to insure proper clearances.


C. uNIT LOCKS like the Corbin 300 are not recommended, under any circumstances: These locks require that the entire edge of the door be notched out. The escutcheon is too close to the edge of the door and hits the perimeter seal preventing contact between the door and the seal. We cannot certify an acoustical rating with this lock.

D. The SIMPLEX uNICAN 1000 digital control lock is very sensitive, we recommend specifying a “roller strike” when using this lock in conjunction with (NC-6 magnetic) seals. We would also suggest substituting a heavy duty Schlage Door “D” series latch bolt with a 3 3/4” backset. Also see below.

E. As an alternate to the Simplex item, we suggest considering the use of the yale 2100 series touchcode or Alarm lock trilogy dl 2500 series digital cylindrical lock with a 3 3/4" backset. These units are battery operated.

yale cylindrical touchcode 2150 / 2160 or Alarm lock trilogy dl 2500 series.

F. LOCKS FOR uSE WITH 3" THICK DOORS: The combination of dual seals, 2-1/4" in height, and the increased door thickness somewhat limits the selection of latching hardware that is compatible with this design. We recommend that you use a cylindrical lock with 5" backset; or please consult with Krieger’s engineering department before making final selection.


G. ACOuSTICAL DOORS & ELECTRIC STRIKES We suggest the customer use an electric lock in lieu of an electric strike. This will permit seals to be adjusted properly, which will substantially reduce the risk of compromising the sound rating of the opening.

Most electric strikes are too sensitive and bind up when used with “compression” type seals; for that reason we recommend they not be used together.

Compression seals create pressure between the lock latch bolt, and the gate of electric strike which will not allow the gate to activate and retract. If electric strikes must be used, magnetic seals should be utilized.

Electric locks require low voltage power be routed through the door. At conventionally hinged (level swing) openings this transfer is best done with an electrified hinge. At doors with cam-lift hinges, a seperate power transfer device is required, such as the Adams-Rite 4611, the AMD ES105, or the new Von Duprin EPT2.

you should contact our engineering team to review the model numbers of any electrified hardware being considered, to ensure compatibility with perimeter sound seals, and that the assembly will operate properly, while also meeting the noise reduction requirements.


H. ELECTRIC STRIKES AT PAIRS: Some electric strikes for pairs of doors, (example: Von Duprin 3071, 3081, and 6221) require a cutout through the door. We do not recommend strikes of this type be used because of the hole through the door and the fact they will not work with the overlapping astragals. The Von Duprin 3091, 3092, and 6223 would be a better choice for sound rated openings.

4. Flush Bolts A. FLuSH BOLTS at inactive leaf of pairs: The bottom rod needs to be offset (approximately 1/2," easily done in field by installer), so as to not interfere with the mortised or cam lift door bottom.

B. AuTOMATIC FLuSH BOLTS: We do not recommend the use of automatic flush bolts on pairs of doors furnished with sound seals. When the doors are closed, and compression gaskets on the frame and astragal are adjusted to seal properly, the automatic flush bolts will not retract when the active leaf is opened. This is because the seal causes the side of the bolt to be pressed tightly against the side of the strike cutout. While the bolt may be retracted by pulling the door tightly against the seals, when the door is closed again the bolt will not automatically enter the strike, since it requires a loose clearance in order to function.

When permitted by local authority, a u.L. Listed manual flush bolt should be used in lieu of the automatic type, or (glynn Johnson FB50, door control 845 constant self latching flush bolts). Another alternative would be to use optional KsP mullion with a positive latch in each door. Please contact Krieger’s engineering department for additional information on this condition.


5. PAnic devices A. CONCEALED VERTICAL ROD TyPE, example: Von Duprin 8847 or 9947; these devices require a large open area, full height inside the door, which unacceptably reduces the effective area of the sound retardant core, as well as precluding the use of a mortised automatic, or cam-lift, door bottom. For these reasons, we do not recommend their use where noise reduction is critical. We cannot certify an STC rating with this configuration.

B. SuRFACE VERTICAL ROD TyPE, example: Von Duprin 8827 or 9927; the surface mounted roller latch should be mounted on a “Zee” bracket (furnished by Krieger) at the head, never on the sound seal itself! Also, any screws occurring within the bottom 3” of the door must be cut short and filed or they will prevent theautomatic door bottom from operating properly.

C. RIM TyPE (single doors only), example: Von Duprin 88 or 99; the surface mounted roller latch should be mounted on a “Zee” bracket (furnished by Krieger). It cannot be used at pairs due to the use of overlapping astragals on the “push” side of the door. If rim devices must be used at pairs, a Krieger mullion (not VD 8954 type) would be required. A far better answer would be to use two mortise devices (VD 9975); these also need a mullion.

D. FIRE RATED SuRFACE VERTICAL ROD, example: Von Duprin 8827-F; this uses a soffit latch assembly in the head of frame. this cannot be mortised into the perimeter seal! If used, it can be mortised into a metal box mounted below the seal, attached to the frame with a special zee bracket furnished by Krieger.


e. recommended eXit devices For PAirs Without mullions:

correct:If both leaves of a pair of doors with panic devicesare “active”, a coordinator will be required becauseof the overlapping astragal(s). (A must for acousticalperformance) in this case we recommend using amortise lock exit device on the active leaf, with asurface vertical rod device on the inactive leaf.This allows either leaf to be active.

do not use!If surface vertical rod exit devices are specifiedon both doors, then the inactive leaf cannot beopened until the active leaf is opened, since bothleaves are latched top and bottom and haveoverlapping astragal(s). We cannot certify anstc rating without astragal(s).


6. thresholds Acoustical doors must have a smooth surface for the door bottom seal to land on, slide across, and seal against when finally closed. This applies equally to a level-swing door with automatic bottom, or to a cam-lift door with fixed (adjustable) seal. When sound doors swing over carpet, a smooth surface saddle threshold, at least the same height as the carpet, preferably slightly higher, MuST be used. This is also essential to preventing a sound leak under door through the carpet. Thresholds are to be set in a good grade of acoustical sealant. The use of fluted and/or abrasive coated thresholds will cause premature wearing of the door bottom neoprene, and could cause the seal to pull out of its’ retainer and jam up under the door. All thresholds must be set so as to extend 1-1/2” minimum beyond the pull side of the door to provide a “landing” area for the door bottom (either type) as they start to descend.


STEEL ACOuSTICAL DOOR DETAILS 21

SEC. 08653

STEEL ACOuSTICAL WINDOW ASSEMBLIES

parT 1 GeNeral

1.1 section includes A. Noise Control view windows

1.2 relAted sections A. Section 08800 - Glazing. B. Section 09900 - Paints and Coatings.

1.3 reFerences A. ASTM A 366 - Standard Specification for Steel, Carbon, Cold-Rolled Sheet, Commercial Quality. B. ASTM A 569 - Standard Specification for Steel, Carbon, (0.15 Maximum Percent), Hot-Rolled Sheet and Strip, Commercial Quality. C. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot Dip Process. D. ASTM B 117 - Standard Method of Salt Spray (Fog) Testing. E. ASTM D 1735 - Standard Practice for Testing Water Resistance of Coating using Water Fog Apparatus. F. ASTM E 90 - Standard Test Method for Laboratory Measurement of Airborne-Sound Transmission Loss of Building Partitions. G. ASTM E 336 - Standard Test Method for Measurement of Airborne Sound Insulation in Buildings. H. ASTM E 413 - Classification for Determination of Sound Transmission Class.

1.4 system descriPtion A. DESIGN REQuIREMENTS: Acoustical window assemblies to include frames, glass and the gasketing system required to achieve specified performance requirements. B. PERFORMANCE REQuIREMENTS: Sound Transmission Coefficient rating of STC_____ for installed assembly, when tested as operable door assembly in accordance with ASTM E 90 and ASTM E 413.

STEEL ACOuSTICAL WINDOW ASSEMBLIES 36

1.5 suBmittAls A. Submit under provisions of Section 01300. B. PRODuCT DATA: Indicate window materials and construction. C. SHOP DRAWINGS: Indicate window opening criteria, elevations, sizes, type; identify and detail cutouts. D. QuALITy ASSuRANCE SuBMITTALS: 1. Test Reports: Certified laboratory reports, performed in accordance with ASTM E90 and ASTM E 413, from independent testing laboratory qualified under the National Voluntary Laboratory Accreditation Program (NVLAP) supporting compliance of assemblies to specified requirements. 2. Certificates: a. Contractor’s certification that: 1) Products of this section, as provided, meet or exceed specified requirements. 2) Manufacturer of products of this section meets specified qualifications. 3. Manufacturer’s instructions: Printed installation instructions for each component. E. CLOSEOuT SuBMITTALS: 1. Warranty documents, executed by manufacturer in Owner’s name. 2. Operation and maintenance data for assembly components. 3. Certified statement of manufacturer’s authorized representative, as specified in FIELD QuALITy CONTROL Article of PART 3 of this section. 4. Certified test reports of independent testing agency, as specified in FIELD QuALITy CONTROL Article of PART 3 of this section.

1.6 quAlity AssurAnce A. QuALIFICATIONS: 1. Manufacturer: Minimum five (5) years-documented experience producing systems specified in this section. 2. Installer: Minimum five (5) years documented experience producing systems specified in this section, and approved by manufacturer.

1.7 delivery, storAge, And hAndling A. Store frames in accordance with requirements of HMMA 840. B. Remove wraps or covers from frames upon delivery at the building site; clean and touch-up scratches or disfigurement caused by shipping or handling promptly with rust inhibitive primer. C. Store windows on planks or dunnage in a dry location; store in a vertical position spaced by blocking. D. Store units covered to protect them from damage, but permitting air circulation.


parT 2 proDucTS

2.1 mAnuFActurer A. Krieger Steel Products, 4880 Gregg Road, Pico Rivera CA 90660; Telephone 562-695-0645, FAX 562-692-0146. B. unless otherwise specified for an individual product or material, supply all products specified in this section from the same manufacturer.

2.2 mAteriAls A. STEEL SHEET: One of the following: 1. Cold-rolled steel sheet conforming to ASTM A 366, commercial quality. 2. Hot-rolled steel sheet conforming to ASTM A 569, pickled and oiled, commercial quality. B. GALVANIZED STEEL SHEET: ASTM A 653/A 653M, commercial quality, minimum G60 zinc coating. C. ACOuSTICAL MATERIAL: Manufacturer’s standard for required STC rating. D. PRIMER: Meeting ASTM B 117 salt spray for 150 hours, and ASTM D 1735 water fog test for organic coatings for 200 hours. E. GLAZING: to match glazing as specified in Section 08800.

2.3 comPonents A. FRAMES: Fabricate in accordance with Architect-approved shop drawings, and as follows: 1. Frames for interior use: Fabricate from steel sheet, minimum 14 gage thickness. 2. Frames for exterior use: Fabricate from galvanized steel sheet, minimum 14 gage thickness. 3. Form frame members straight, and of uniform profile through lengths, as welded units with integral trim, of sizes and profiles indicated. a. Weld contact edges of joints closed tight. b. Miter perimeter trim faces and weld continuously. 4. Stops: a. Where integral stops are indicated, form minimum 5/8 inch in depth. b. Butt stop joints. 5. When shipping limitations so dictate, fabricate frames for large openings in sections designed for assembly in the field; install alignment plates or angles, of same material and gage as frame, at each joint. 6. Jamb anchors: a. Fabricate of same material as frame material; weld anchors inside each jamb for wall anchorage. b. Provide anchor types for indicated adjacent wall construction: 1) Frames for installation in masonry walls: Adjustable jamb anchors, 16 gage, T-shape type. 2) Frames for installation in stud partitions: Horizontal 16 gage steel “zee” sections to attach metal studs, welded inside each jamb. 7. Plaster guards: Fabricate from minimum 22 gage steel; weld in place at hardware mortises on frames to be set in plaster, masonry, or concrete openings.


B. Glass and Glazing C. Laminated Acoustical glass shall be furnished in the thickness required to meet the STC ratings. The manufacturer will supply the materials. 1. The area between the two pieces of glass shall be finished with a minimum of 1" thick acoustical desiccant, applied to the frame by a perforated metal case. This will be furnished to fit.

2.4 Finishes A. SHOP PRIMING FOR WINDOW FRAMES: 1. After fabrication, fill and sand tool marks and surface blemishes on both faces and both vertical edges smooth and free from irregularities. 2. Treat for paint adhesion, then apply primer to all accessible surfaces; allow to cure prior to shipment.

parT 3 eXecuTioN

3.1 eXAminAtion A. VERIFICATION OF CONDITIONS: 1. Prior to installation, check and correct frames for size, squareness, alignment, twist and plumb. 2. Verify openings are in accordance with approved shop drawings. B. INSTALLER’S EXAMINATION: 1. Have installer of this section examine conditions under which construction activities of this section are to be performed, then submit written notification if such conditions are unacceptable. 2. Transmit two copies of installer’s report to Architect within 24 hours of receipt. 3. Beginning construction activities of this section before unacceptable conditions have been corrected is prohibited. 4. Beginning construction activities of this section indicates installer’s acceptance of conditions.

3.2 instAllAtion A. Install units in accordance with approved shop drawings and manufacturer’s printed installation i nstructions; in addition, install steel components in accordance with HMMA 840. B. OVERSIZE ASSEMBLIES: 1. Weld field joints in accordance with AWS D1.1 and approved shop drawings. 2. Finish exposed field welds smooth; touch-up with rust inhibitive primer. C. Fill voids between concealed side of frame and adjacent wall construction with dense fiberglass or lightweight gypsum plaster in accordance with approved shop drawings or manufacturer’s printed installation instructions. D. Finish surfaces having abrasion damage smooth; touch-up with rust inhibitive primer. E. Install glass & gasketing systems in accordance with manufacturer’s printed instructions. F. Field painting is specified in Section 09900.


3.3 Field quAlity control A. Engage and pay for the services of independent testing agency to: 1. Test door and frame assemblies selected by Owner or Architect in accordance with ASTM E 336. 2. Issue certified report-documenting compliance of installed door and frame assemblies to specified acoustical performance requirements. B. Notify Architect a minimum of four (4) calendar days prior to scheduled testing dates.


STEEL ACOuSTICAL WINDOW DETAILS 41

STEEL ACOuSTICAL WINDOW DETAILS 42

WOOD ACOuSTICAL DOOR ASSEMBLIESSEC. 08387

parT 1 GeNeral

1.1 summAry A. This section includes wood acoustical door and frame assemblies where shown on the plans, as specified herein, and as needed for complete and proper Installation.

1.2 Products Furnished But not instAlled under this section A. Wood Swinging STC ____ rated Acoustical Door Assembly (ies), (vision lites complete with glazing. use Krieger Model Number_____________________. B. Gasketing systems with retainers, retainer covers, gaskets, automatic door bottoms, fixed door bottoms, and fasteners. C. Hardware – Cam-lift hinges and thresholds.


1.4 reFerences A. ANSI/NWWDA I.S.1. - Wood Flush Doors. B. ASTM A 366 - Standard Specification for Steel, Carbon, Cold-Rolled Sheet, Commercial Quality. C. ASTM A 569 - Standard Specification for Steel, Carbon, (0.15 Maximum Percent), Hot-Rolled Sheet and Strip, Commercial Quality. D. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot Dip Process. E. ASTM E 90 - Standard Test Method for Laboratory Measurement of Airborne-Sound Transmission Loss of Building Partitions. F. ASTM E 336 - Standard Test Method for Measurement of Airborne Sound Insulation in Buildings. G. ASTM E 413 - Classification for Determination of Sound Transmission Class. H. HMMA 840 - Installation and Storage of Hollow Metal Doors and Frames; Hollow Metal Manufacturers Association.

WOOD ACOuSTICAL DOOR ASSEMBLIES 43

I. ISO 4586-2 - High Pressure Decorative Laminates; International Standards Organization. J. NEMA LD 3-1995 - High Pressure Decorative Laminates; National Electrical Manufacturers Association.

1.5 system descriPtion A. DESIGN REQuIREMENTS: Acoustical door assemblies to include doors, frames, and door hardware to include gasketing systems, retainers and retainer covers, automatic or fixed door bottoms, cam-lift hinges, thresholds, and sills, required to achieve specified performance requirements. B. PERFORMANCE REQuIREMENTS: Sound Transmission Coefficient rating of STC ____ for installed assembly, when tested as operable door assembly in accordance with ASTM E 90 and ASTM E 413.

1.6 suBmittAls A. Submit under provisions of Section 01300. B. PRODuCT DATA: Indicate door materials and construction; indicate veneer species, type and characteristics. C. PRODuCT DATA: Indicate door materials and construction. D. SHOP DRAWINGS: Indicate door opening criteria, elevations, sizes, types, swings; identify and detail cutouts. E. SELECTION SAMPLES: Two (2) sets samples of available door finishes, representing manufacturer’s full range. F. VERIFICATION SAMPLES: Two (2) samples of door construction, 12 inches square in size, cut from corner of door. G. QuALITy ASSuRANCE SuBMITTALS: 1. Test Reports: a. Certified laboratory reports, performed in accordance with ASTM E90 and ASTM E 413, from independent testing laboratory qualified under the National Voluntary Laboratory Accreditation Program (NVLAP) supporting compliance of assemblies to specified requirements. b. Minimum five (5) field tests, performed in accordance with ASTM E 336 and ASTM E 413 by five separate independent testing agencies, substantiating acoustical performance when installed at no less than four (4) FSTC ratings below the specified STC rating. 2. Certificates: a. Contractor’s certification that: 1) Products of this section, as provided, meet or exceed specified requirements. 2) Manufacturer of products of this section meet specified qualifications. 3. Manufacturer’s instructions: Printed installation instructions for each component. H. CLOSEOuT SuBMITTALS: 1. Warranty documents, executed by manufacturer in Owner’s name. 2. Operation and maintenance data for assembly components. 3. Certified statement of manufacturer’s authorized representative, as specified in FIELD QuALITy CONTROL Article of PART 3 of this section. 4. Certified test reports of independent testing agency, as specified in FIELD QuALITy CONTROL Article of PART 3 of this section.


1.7 quAlity AssurAnce A. QuALIFICATIONS: 1. Manufacturer: Minimum five (5) years documented experience producing systems specified in this section. 2. Installer: Minimum five (5) years documented experience producing systems specified in this section, and approved by manufacturer.

1.8 delivery, storAge, And hAndling A. Store frames in accordance with requirements of HMMA 840. B. Store doors in accordance with requirements of HMMA 840. C. Remove wraps or covers from doors and frames upon delivery at the building site; clean and touch-up scratches or disfigurement caused by shipping or handling promptly with rust inhibitive primer. D. Store units on planks or dunnage in a dry location; store doors in a vertical position spaced by blocking. E. Store units covered to protect them from damage, but permitting air circulation.

1.9 scheduling A. Furnish manufacturer’s mounting templates for door hardware specified in Section 08710 to manufacturer of products of this section in time for factory preparation for door hardware.

parT 2 proDucTS

2.1 mAnuFActurers A. ACCEPTABLE MANuFACTuRER: Krieger Steel Products, 4880 Gregg Road, Pico Rivera, CA 90660; Telephone 562-695-0645, FAX 562-692-0146. B. unless otherwise specified for an individual product or material, supply all products specified in this section from the same manufacturer.

2.2 door systems A. Provide acoustical assemblies complete with door, frame, anchors, sound seals, hinges, and cutouts and reinforcements for hardware items listed or required. B. Where indicated on the plans or otherwise required, provide factory-installed glazed vision light assembly in dimensions meeting specified STC rating. C. Acoustical material: Manufacturer’s standard for required STC rating. D. Primer: Meeting ASTM B 117 salt spray for 150 hours, and ASTM D 1735 water fog test for organic coatings for 200 hours. E. Glazing: Specified in Section 08800.


2.3 doors A. MATERIALS: 1. Doors shall be 2" thick, constructed of wood veneer of species indicated with a sound-deadening core. B. CONSTRuCTION: 1. All doors shall be of the types and sizes shown on approved shop drawings and shall have a 1-3/4 thick acoustical core. Doors shall be clad with 3-ply crossband veneer for 7-ply door construction. All adhesives, as well as warp tolerances, shall be in accordance with ANSI / NWWD 1.S.1. a. Face veneers, stile and rail edges, and appearance features match the doors approved under Section 08210. b. Factory finish sound control doors to match the control sample approved by the Contracting Officer. Finish is required on all exposed surfaces of door including top and bottom edges. C. HARDWARE REINFORCEMENTS: 1. Doors shall be mortised and reinforced for fully templated hardware, only in accordance with the approved hardware schedule and templates provided by the hardware contractor. Surface applied hardware are drilled on site by others. D. GLASS ASSEMBLIES (if applicable): 1. At dual glazed systems each piece of glass shall be capable of being removed independently. When single glazed systems are provided, fixed molding shall be securely attached to the security side. 2. Loose stops shall be manufacturer’s standard but not less than 18 gauge steel, with corners mitered, secured to the frame opening by cadmium-or zinc-coated screws.

2.4 PAnels: Sound control panels shall be made of the same materials and construction and finished in same way as specified in Section 2.3 of this specification.

2.5 FrAmes A. MATERIALS: 1. Frames shall be constructed of 14 gage minimum thickness commercial quality, level, cold rolled steel conforming to ASTM A366 and free of scale, pitting or other surface defects. 2. Exterior frames shall have a zinc coating by the hot dip process conforming to ASTM A526 (G90) with a coating not less than 1.25 ounces per square foot both sides. B CONSTRuCTION: 1. Frames shall be welded units with integral trim, of the sizes and shapes shown on Approved Shop Drawings. Knocked-down frames will not be accepted. If field splices are required because of shipping limitations, such splices should be field welded after installation. 2. Corner joints shall have all contact edges closed tight, with trim faces mitered and continuously welded. The use of gussets will not be permitted.


3. Hardware reinforcements: a. Frames shall be mortised, reinforced, drilled and tapped frames for all templated hardware, only in accordance with final approved hardware schedule and templates provided by the hardware supplier. Where surface mounted hardware and non-templated mortised hardware is to be applied, frames shall be reinforced, with all drilling and tapping done in the field by others. 4. Jamb anchors: a. Fabricate of same material as frame material; weld anchors inside each jamb for wall anchorage. b. Provide anchor types for indicated adjacent wall construction: 1) Frames for installation in masonry walls: Adjustable jamb anchors, 16 gage, T-shape type. 2) Frames for installation in stud partitions shall be provided with 16 gage steel zee anchors not more than 24" O. C. welded inside each jamb. 5. Plaster guards: Fabricate from minimum 22 gage steel; weld in place at hardware mortises on frames to be set in plaster, masonry, or concrete openings. 6. Provide welded frames with temporary steel spreader welded to jamb feet for bracing during shipping and handling. The steel spreader is not to be used for installation purposes. 7. All tool marks and surface imperfections shall be removed and exposed faces of all welded joints shall be dressed smooth. Assemblies shall b treated and shall be coated on all accessible surfaces with rust-inhibitive primer which meets ASTM B117 salt spray for 150 hours, and ASTM D1735 water fog test for organic coatings for 200 hours, and which is fully cured prior to shipment.

2.6 sill condition Where indicated on the drawings, furnish a smooth stainless steel or aluminum threshold for the door bottom to seal against, when the door is in the closed position. The minimum width of the threshold shall be door thickness plus 4" to allow the threshold to extend a minimum of 1 _" beyond the face of the door on both sides of the door. For openings where carpet extends on each side of the opening, the threshold height shall be 1/8" greater in height than the carpet thickness.

parT 3 eXecuTioN

3.1 instAllAtion note to Architect: Proper installation is essential to the proper performance of acoustical door and frame assemblies. It shall be the responsibility of the general contractor to perform the following:

A. VERIFICATION OF CONDITIONS: 1. Prior to installation, check and correct frames for size, swing, squareness, alignment, twist and plumb. 2. Verify openings are in accordance with approved shop drawings. B. Solidly grout fill frames where so indicated on the drawings or the approved submittals, eliminating all voids. The flanking path normally found behind the frame must be packed or grout filled to assure minimum sound transmission.


C. INSTALLER’S EXAMINATION: 1. Have installer of this section examine conditions under which construction activities of this section are to be performed, then submit written notification if such conditions are unacceptable. 2. Transmit two copies of installer’s report to Architect within 24 hours of receipt. 3. Beginning construction activities of this section before unacceptable conditions have been corrected is prohibited. 4. Beginning construction activities of this section indicates installer’s acceptance of conditions.


3.3 instAllAtion A. Install units in accordance with approved shop drawings and manufacturer’s printed installation instructions; in addition, install steel components in accordance with HMMA 840. B. Fill voids between concealed side of frame and adjacent wall construction with dense fiberglass or lightweight gypsum plaster in accordance with approved shop drawings or manufacturer’s printed installation instructions. C. Finish surfaces having abrasion damage smooth; touch-up with rust inhibitive primer. D. Install gasketing systems, retainers, retainer covers, automatic door bottoms, fixed door bottoms, cam-lift hinges, thresholds, and sills in accordance with manufacturer’s printed instructions. E. Installation of all other door hardware is specified in Section 08710. F. Field painting is specified in Section 09900. G. SITE TOLERANCES: Do not exceed the following installation tolerances: 1. Squareness: Plus or minus 1/16 inch measured on a line, 90 degrees from one jamb, at the upper corner of the frame at the other jamb. 2. Alignment: Plus or minus 1/16 inch measured on jambs on a horizontal line parallel to the plane of the wall. 3. Twist: Plus or minus 1/16 inch measured at face corners of jambs on parallel lines perpendicular to the plane of the wall. 4. Plumb: Plus or minus 1/16 inch measured on the jamb at the floor.

3.4 Field quAlity control A. Engage and pay for the field services of manufacturer’s authorized representative to: 1. Inspect completed installation of door and frame assemblies. 2. Test all components through a minimum of ten complete cycles of operation. 3. Verify each component is correctly installed. 4. Direct installer in adjusting components for correct operation. 5. Issue certified statement of compliance of installed door and frame assemblies to Architect-approved shop drawings. 6. Instruct Owner’s maintenance personnel in correct operation and maintenance procedures for components of door and frame assemblies.


B. Engage and pay for the services of independent testing agency to: 1. Test door and frame assemblies selected by Owner or Architect in accordance with ASTM E 336. 2. Issue certified report documenting compliance of installed door and frame assemblies to specified acoustical performance requirements. C. Notify Architect a minimum of four (4) calendar days prior to scheduled testing dates.

3.5 mAintenAnce A. Instruct the Owner’s Maintenance Personnel regarding the proper operation and maintenance of these doors.


WOOD ACOuSTICAL DOOR DETAILS 50

WOOD ACOuSTICAL DOOR DETAILS 51

SEC. 08315

STEEL BLAST RESISTANT DOOR ASSEMBLIES

parT 1 GeNeral

1.1 section includes A. Blast resistant steel door systems. B. Door hardware for blast resistant steel door systems.

1.2 relAted sections A. Section 08710 - Door Hardware. B. Section 09900 - Paints and Coatings.

1.3 reFerences A. AISC Manual of Steel Construction; American Institute of Steel Construction. B. AISI Cold Formed Steel Design Manual; American Iron and Steel Institute. C. ASTM A 366 - Standard Specification for Steel, Carbon, Cold-Rolled Sheet, Commercial Quality. D. ASTM A 569 - Standard Specification for Steel, Carbon, (0.15 Maximum Percent), Hot-Rolled Sheet and Strip, Commercial Quality. E. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot Dip Process. F. ASTM E 152 - Method for Fire Test of Door Assemblies. G. Formulas for Stress and Strain; J. W. Roark and W. C. young; McGraw-Hill Book Company. H. HMMA 840 - Installation and Storage of Hollow Metal Doors and Frames; Hollow Metal Manufacturers Association. I. NFPA 80 - Fire Doors and Windows. J. Simplified Design of Structural Steel; Harry Parker and James Ambrose; Wiley-Interscience Publication, John Wiley and Sons. K. Structural Design for Dynamic Loads; Norris, Hansen, Holley, Briggs, Namyet, and Minami; McGraw-Hill Book Company. L. TM5-855-1 - Fundamentals of Design for Conventional Weapons; Department of the Army. M. TM5-1300 - Structures to Resist the Effects of Accidental Explosions. N. uL 10B - Fire Tests of Door Assemblies.

STEEL BLAST RESISTANT DOOR ASSEMBLIES 52

1.4 system descriPtion A. DESIGN REQuIREMENTS: Design blast resistant door systems to comply with applicable recommendations of the following: 1. AISC Manual of Steel Construction. 2. AISI Cold Formed Steel Design Manual. 3. TM5-855-1. 4. TM5-1300. 5. Formulas for Stress and Strain. 6. Simplified Design of Structural Steel. 7. Structural Design for Dynamic Loads. B. PERFORMANCE REQuIREMENTS: 1. Blast resistance requirements: a. Withstand minimum static equivalent blast pressure of 25.7 pounds per square ft. b. Blast pressure type: Seating. c. Blast pressure type: unseating. d. Rebound requirement: 50 percent. e. Allowable elastic deformation: L/60 at centerline of span, where L equals length of span. f. Allowable permanent (plastic) deformation: None. 2. Fire resistance ratings: a. Fire-rated assemblies to be tested in accordance with ASTM E 152 (uL 10B) for specified fire resistance ratings, approved by underwriters Laboratories, Inc., and to bear fire-rating seal of that agency. b. Fire resistance rating: __. c. Fire resistance ratings are indicated on drawings.

1.5 quAlity AssurAnce A. QuALIFICATIONS: 1. Manufacturer: Minimum five (5) years documented experience producing products specified in this section. 2. Installer: Minimum five (5) years documented experience installing products specified in this section.

1.6 suBmittAls A. Submit under provisions of Section 01300. B. SHOP DRAWINGS: Indicate capability of door and frame assemblies to meet requirements of design data; include the following: 1. Door and frame elevations and sections. 2. Location and details of all openings; include door hanging and latching hardware in a schedule. 3. Material types, gages, locations, and fabrication details of system components; include all reinforcements.


C. QuALITy ASSuRANCE SuBMITTALS: 1. Design data: Blast analysis design calculations for specific project conditions, certifying system conformance to specified performance requirements; design calculations to bear seal and signature of registered professional structural engineer licensed to practice in the state in which the project is located. 2. Certificates: Contractor’s certification that: a. Products of this section, as provided, meet or exceed specified requirements. b. Manufacturer of products of this section meets specified qualifications. c. Installer of products of this section meets specified qualifications. 3. Manufacturer’s instructions: Printed installation and adjusting instructions for systems. D. Closeout submittals: Warranty documents, issued and executed by manufacturer of systems, countersigned by Contractor.

1.7 delivery, storAge, And hAndling A. Store units in accordance with requirements of HMMA 840. B. Remove wraps or covers from doors and frames upon delivery at the building site; clean and touch-up scratches or disfigurement caused by shipping or handling promptly with rust inhibitive primer. C. Store units on planks or dunnage in a dry location; store doors in a vertical position spaced by blocking. D. Store units covered to protect them from damage, but permitting air circulation.

1.8 WArrAnty A. Manufacturer’s warranty: Furnish system manufacturer’s standard 1-year warranty against defects in product workmanship and materials.

parT 2 proDucTS

2.1 mAnuFActurer A. Krieger Specialty Products, 4880 Gregg Road, Pico Rivera CA 90660; Telephone 562-695-0645, FAX 562-692-0146. B. unless otherwise specified for an individual product or material, supply all products specified in this section from the same manufacturer.

2.2 mAteriAls A. STEEL SHEET: One of the following: 1. Cold-rolled steel sheet conforming to ASTM A 366, commercial quality. 2. Hot-rolled steel sheet conforming to ASTM A 569, pickled and oiled, commercial quality. B. GALVANIZED STEEL SHEET: ASTM A 653/A 653M, commercial quality, minimum G60 zinc coating.


C. INSuLATING MATERIAL: One of the following: 1. Glass fiber. 2. Rock wool. 3. Polyurethane foam. D. PRIMER: Manufacturer’s standard.

2.3 comPonents A. DOORS: Fabricate in accordance with Architect-approved shop drawings, 1-3/4 inches minimum thickness, and as follows: 1. Face sheets: a. Doors for interior use: Steel sheet. b. Doors for exterior use: Galvanized steel sheet. c. Visible seams on face sheets not permitted. 2. Core: a. Stiffen face sheets with continuous vertical sections, formed of steel sheet, which, upon assembly, span full thickness of interior space between door faces. b. Spot-weld stiffeners to both face sheets. c. Fill spaces between stiffeners with insulating material. 3. Vertical edges: a. Join face sheets at vertical edges by continuous welding: 1) Join door faces by continuous weld on each edge, extending full door height. 2) Grind, fill, and dress welds to provide smooth flush surface. b. Form edge profiles both vertical edges of doors as follows: 1) Single acting swing doors: Bevel 1/8 inch in 2 inches. 2) Double acting swing doors: Radius 2-1/8 inches. c. Visible seams on vertical edges not permitted. 4. Horizontal edges: a. Close top and bottom edges of doors with continuous steel channels, 16 gage minimum; spot-weld channels to both door faces. b. Provide openings in bottom closure of exterior doors to permit escape of entrapped moisture. c. Provide additional flush closing channel at top edge of exterior doors; spot-weld channel to both door faces. d. Provide additional flush closing channel at bottom edge of doors to receive weather-stripping; spot-weld channel to both door faces. 5. Hardware preparation: a. Mortise, reinforce, drill, and tap doors at factory for fully templated mortised hardware only, in accordance with approved hardware schedule and supplied templates. b. Provide reinforcing plates at surface-mounted or non-templated hardware locations. B. MOLDINGS AND STOPS: 1. Fabricate of same material as door face material, gage in accordance with Architect-approved shop drawings. C. FRAMES: Fabricate in accordance with Architect-approved shop drawings, and as follows: 1. Frames for interior use: Fabricate from steel sheet, minimum 14-gage thickness.


2. Frames for exterior use: Fabricate from galvanized steel sheet, minimum 14-gage thickness. 3. Form frame members straight, and of uniform profile through lengths in accordance with frame schedule and approved shop drawings. 4. Stops: Form integral stops minimum 5/8 inch in depth. 5. Fabricate frames as welded units with integral trim, of sizes and profiles indicated on approved shop drawings. a. Weld contact edges of joints closed tight. b. Miter perimeter trim faces and weld continuously. 6. When shipping limitations so dictate, fabricate frames for large openings in sections designed for assembly in the field; install alignment plates or angles, of same material and gage as frame, at each joint. 7. Hardware preparation: a. Mortise, reinforce, drill, and tap frames at factory for fully templated mortised hardware only, in accordance with approved hardware schedule and supplied templates. b. Provide reinforcing plates at surface-mounted or non-templated hardware locations. 8. Floor anchors: a. Fabricate of material indicated on Architect-approved shop drawings; minimum 18 gage. b. Weld anchors inside each jamb for floor anchorage. 9. Jamb anchors: a. Fabricate of material indicated on Architect-approved shop drawings; weld anchors inside each jamb for wall anchorage. b. Provide anchor types for indicated adjacent wall construction. 10. Plaster guards: Fabricate from minimum 26 gage galvanized steel; weld in place at hardware mortises on frames to be set in masonry or concrete openings. 11. Provide welded frames with temporary steel spreader welded to jamb feet for bracing during shipping and handling. D. DOOR HARDWARE: 1. Supply door hardware in accordance with Architect-approved shop drawings, and as follows: a. Hinges: Butt hinges, uS32D finish, minimum 1-1/2 pair per door leaf. b. Locksets and latchsets: Lever-handle, type and finish matching locksets and latchsets specified in Section 08710. c. Closers. d. Exit devices: Manufacturer’s recommended devices. e. Thresholds: Exterior doors. f. Flush bolts: Inactive leaf of pairs of doors. g. Smoke gaskets. 2. Cylinders for locksets and exit devices are specified in Section 08710.

2.4 Finishes A. SHOP PRIMING: 1. After fabrication, fill and sand tool marks and surface blemishes on both faces and both vertical edges smooth and free from irregularities. 2. Treat for paint adhesion, then apply primer to all accessible surfaces; allow to cure prior to shipment.


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3.3 instAllAtion A. Install units in accordance with Architect-approved shop drawings, manufacturer’s printed installation instructions, and requirements of HMMA 840. B. Install fire-rated assemblies in accordance with NFPA 80. C. Finish surfaces having abrasion damage smooth; touch-up with rust inhibitive primer. D. Installation of door hardware is specified in Section 08710. E. Field painting is specified in Section 09900. F. Site tolerances: Do not exceed the following installation tolerances: 1. Squareness: Plus or minus 1/16 inch measured on a line, 90 degrees from one jamb, at the upper corner of the frame at the other jamb. 2. Alignment: Plus or minus 1/16 inch measured on jambs on a horizontal line parallel to the plane of the wall. 3. Twist: Plus or minus 1/16 inch measured at face corners of jambs on parallel lines perpendicular to the plane of the wall. 4. Plumb: Plus or minus 1/16 inch measured on the jamb at the floor.

3.4 AdJusting A. Adjust installed doors for correct swings and site tolerances.


STEEL BLAST RESISTANT DOOR DETAILS 58

BuLLET RESISTANT STEEL DOORS 64

BuLLET RESISTANT STEEL DOORSSEC. 13070

parT 1 GeNeral

1.1 section includes A. Bullet-resistant steel door and frame systems. B. Door hardware for bullet-resistant steel door and frame systems.


1.3 reFerences A. AISC Manual of Steel Construction; American Institute of Steel Construction. B. AISI Cold Formed Steel Design Manual; American Iron and Steel Institute. C. ASTM A 366 - Standard Specification for Steel, Carbon, Cold-Rolled Sheet, Commercial Quality. D. ASTM A 569 - Standard Specification for Steel, Carbon, (0.15 Maximum Percent), Hot-Rolled Sheet and Strip, Commercial Quality. E. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot Dip Process. F. ASTM E 152 - Method for Fire Test of Door Assemblies. G. Formulas for Stress and Strain; J. W. Roark and W. C. young; McGraw-Hill Book Company. H. HMMA 840 - Installation and Storage of Hollow Metal Doors and Frames; Hollow Metal Manufacturers Association. I. NFPA 80 - Fire Doors and Windows. J. Simplified Design of Structural Steel; Harry Parker and James Ambrose; Wiley-Interscience Publication, John Wiley and Sons. K. Structural Design for Dynamic Loads; Norris, Hansen, Holley, Briggs, Namyet, and Minami; McGraw-Hill Book Company. L. TM5-855-1 - Fundamentals of Design for Conventional Weapons; Department of the Army. M. TM5-1300 - Structures to Resist the Effects of Accidental Explosions. N. uL 10B - Fire Tests of Door Assemblies. O. uL 752 - Bullet Resistant Equipment.


1.4 system descriPtion A. DESIGN REQuIREMENTS: Comply with applicable recommendations of the following: 1. AISC Manual of Steel Construction. 2. AISI Cold Formed Steel Design Manual. 3. TM5-855-1. 4. TM5-1300. 5. Formulas for Stress and Strain. 6. Simplified Design of Structural Steel. 7. Structural Design for Dynamic Loads. B. PERFORMANCE REQuIREMENTS: 1. Bullet resistance requirements: Withstand bullet resistance level as follows, in accordance with and tested by uL 752: a. Level 1: 9 mm full metal copper jacket with lead core. b. Level 2: .357 magnum jacketed lead soft point. c. Level 3: .44 magnum lead semi-wadcutter gas checked. d. Level 4: .30 caliber rifle lead core soft point. e. Level 5: 7.62 mm rifle lead core full metal copper jacket, military ball. f. Level 6: 9 mm full metal copper jacket with lead core. g. Level 7: 5.56 mm rifle full metal copper jacket with lead core. h. Level 8: 7.62 mm rifle lead core full metal copper jacket, military ball. 2. Bullet resistance ratings: Test assemblies in accordance with uL 752 for specified ratings, assemblies bearing labels of that agency. 3. Fire resistance ratings: a. Fire-rated assemblies to be tested in accordance with ASTM E 152 (uL 10B) for specified fire resistance ratings, approved by underwriters Laboratories, Inc., and to bear fire-rating seal of that agency. b. Fire resistance rating: __. c. Fire resistance ratings are indicated on drawings.

1.5 quAlity AssurAnce A. QuALIFICATIONS: 1. Manufacturer: Minimum five (5) years documented experience producing products specified in this section. 2. Installer: Minimum five (5) years documented experience installing products specified in this section.

1.6 suBmittAls A. Submit under provisions of Section 01300. B. SHOP DRAWINGS: Indicate capability of door and frame assemblies to meet requirements of design data; include the following: 1. Door and frame elevations and sections. 2. Location and details of all openings; include door hanging and latching hardware in a schedule.


3. Material types, gages, locations, and fabrication details of system components; include all reinforcements. C. QuALITy ASSuRANCE SuBMITTALS: 1. Design data: Bullet resistance analysis design calculations for specific project conditions, certifying system conformance to specified performance requirements; design calculations to bear seal and signature of registered professional structural engineer licensed to practice in the state in which the project is located. 2. Certificates: Contractor’s certification that: a. Products of this section, as provided, meet or exceed specified requirements. b. Manufacturer of products of this section meets specified qualifications. c. Installer of products of this section meets specified qualifications. 3. Manufacturer’s instructions: Printed installation and adjusting instructions for systems. D. CLOSEOuT SuBMITTALS: Warranty documents, issued and executed by manufacturer of systems, countersigned by Contractor.

1.7 delivery, storAge, And hAndling A. Store units in accordance with requirements of HMMA 840. B. Remove wraps or covers from doors and frames upon delivery at the building site; clean and touch-up scratches or disfigurement caused by shipping or handling promptly with rust inhibitive primer. C. Store units on planks or dunnage in a dry location; store doors in a vertical position spaced by blocking. D. Store units covered to protect them from damage, but permitting air circulation.

1.8 WArrAnty A. Manufacturer’s warranty: Furnish system manufacturer’s standard 2-year warranty against defects in product workmanship and materials.

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2.1 mAnuFActurers A. ACCEPTABLE MANuFACTuRER: Krieger Specialty Products, 4880 Gregg Road, Pico Rivera, CA 90660; ASD. Tel: 562-695-0645, Fax: 562-692-0146. B. Requests for substitution will be considered in accordance with provisions of Section 01600. C. SuBSTITuTIONS: Not permitted. D. unless otherwise specified for an individual product or material, supply all products specified in this section from the same manufacturer.

2.2 mAteriAls A. STEEL SHEET: One of the following: 1. Cold-rolled steel sheet conforming to ASTM A 366, commercial quality.


2. Hot-rolled steel sheet conforming to ASTM A 569, pickled and oiled, commercial quality. B. GALVANIZED STEEL SHEET: ASTM A 653/A 653M, minimum G90 zinc coating. C. INSuLATING MATERIAL: One of the following: 1. Glass fiber. 2. Rock wool. 3. Polyurethane foam. D. Glazing for lites is specified in Section 08800. E. PRIMER: Manufacturer’s standard.

2.3 comPonents A. Doors: Fabricate in accordance with Architect-approved shop drawings, and as follows: 1. Thickness: a. 1-3/4 inches (44 mm) minimum. b. 2 inches (50 mm) minimum. 2. Face sheets: a. Doors for interior use: Steel sheet. b. Doors for exterior use: Galvanized steel sheet. c. Visible seams on face sheets not permitted. 3. Core: a. Stiffen face sheets with continuous vertical sections, formed of steel sheet, which, upon assembly, span full thickness of interior space between door faces. b. Spot-weld stiffeners to both face sheets. c. Fill spaces between stiffeners with insulating material. 4. Vertical edges: a. Join face sheets at vertical edges by continuous welding: 1) Join door faces by continuous weld on each edge, extending full door height. 2) Grind, fill, and dress welds to provide smooth flush surface. b. Form edge profiles both vertical edges of doors as follows: 1) Single acting swing doors: Bevel 1/8 inch in 2 inches (3.17 mm in 50 mm). 2) Double acting swing doors: Radius 2-1/8 inches (54 mm). c. Visible seams on vertical edges not permitted. 5. Horizontal edges: a. Close top and bottom edges of doors with inverted continuous recessed steel channels, 12 gage minimum; spot-weld channels to both door faces. b. Provide openings in bottom closure of exterior doors to permit escape of entrapped moisture. c. Provide additional flush closing channel at top edge of exterior doors; spot-weld channel to both door faces. d. Provide additional flush closing channel at bottom edge of doors to receive weather stripping; spot-weld channel to both door faces. 6. Hardware preparation: a. Mortise, reinforce, drill, and tap doors at factory for fully templated mortised hardware only, in accordance with approved hardware schedule and supplied templates. b. Provide reinforcing plates at surface-mounted or non-templated hardware locations.


B. MOLDINGS AND STOPS: 1. Fabricate of same material as door face material, gage in accordance with Architect-approved shop drawings. 2. Provide moldings to secure glazing for doors specified or scheduled to have glazed openings in accordance with opening sizes indicated on Architectapproved shop drawings. 3. Weld fixed moldings to door on security side. 4. Provide loose stops, countersunk for fasteners; secure stops to opening with fasteners of size, type, and spacing indicated on Architect-approved shop drawings. 5. Form moldings with mitered corner joints. C. GLAZED LITES: Factory-assemble lites in doors indicated to have lites, using glazing materials specified in Section 08800; field assembly not permitted. D. FRAMES: Fabricate in accordance with Architect-approved shop drawings, and as follows: 1. Frames for interior use: Fabricate from steel sheet, minimum 14-gage thickness. 2. Frames for exterior use: Fabricate from galvanized steel sheet, minimum 14-gage thickness. 3. Form frame members straight, and of uniform profile through lengths in accordance with frame schedule and approved shop drawings. 4. Stops: Form integral stops minimum 5/8 inch (15.8 mm) in depth. 5. Fabricate frames as welded units with integral trim, of sizes and profiles indicated on approved shop drawings. a. Weld contact edges of joints closed tight. b. Miter perimeter trim faces and weld continuously. 6. When shipping limitations so dictate, fabricate frames for large openings in sections designed for assembly in the field; install alignment plates or angles, of same material and gage as frame, at each joint. 7. Hardware preparation: a. Mortise, reinforce, drill, and tap frames at factory for fully templated mortised hardware only, in accordance with approved hardware schedule and supplied templates. b. Provide reinforcing plates at surface-mounted or non-templated hardware locations. 8. Floor anchors: a. Fabricate of material indicated on Architect-approved shop drawings; minimum 18 gage. b. Weld anchors inside each jamb for floor anchorage. 9. Jamb anchors: a. Fabricate of material indicated on Architect-approved shop drawings; weld anchors inside each jamb for wall anchorage. b. Provide anchor types for indicated adjacent wall construction. 10. Plaster guards: Fabricate from minimum 26 gage galvanized steel; weld in place at hardware mortises on frames to be set in masonry or concrete openings. 11. Provide welded frames with temporary steel spreader welded to jamb feet for bracing during shipping and handling. E. TELLER WINDOWS: Fabricate in accordance with Architect-approved shop drawings, and as follows: 1. At sill, design and fabricate integral stainless steel pass tray to dimensions shown on drawings 2. Provide appurtenance blocking to allow voice transference around glass perimeter. F. DOOR HARDWARE: 1. Supply door hardware in accordance with Architect-approved shop drawings, and as follows:


a. Hinges: Butt hinges, uS32D finish, minimum 1-1/2 pair per door leaf. b. Locksets and latchsets: Lever-handle, type and finish matching locksets and latchsets specified in Section 08710. c. Closers. d. Exit devices: Manufacturer’s recommended devices. e. Thresholds: Exterior doors. f. Flush bolts: Inactive leaf of pairs of doors. g. Smoke gaskets. 2. Cylinders for locksets and exit devices are specified in Section 08710.

2.4 Finishes A. SHOP PRIMING: 1. After fabrication, fill and sand tool marks and surface blemishes on both faces and both vertical edges smooth and free from irregularities. 2. Treat for paint adhesion, then apply primer to all accessible surfaces; allow to cure prior to shipment.

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3.3 instAllAtion A. Install units in accordance with Architect-approved shop drawings, manufacturer’s printed installation instructions, requirements of HMMA 840, and requirements of uL 752.


B. Install fire-rated assemblies in accordance with NFPA 80. C. OVERSIZE ASSEMBLIES: 1. Weld field joints in accordance with AWS D1.1 and approved shop drawings. 2. Finish exposed field welds smooth; touch-up with rust inhibitive primer. D. Finish surfaces having abrasion damage smooth; touch-up with rust inhibitive primer. E. Installation of door hardware is specified in Section 08710. F. Field painting is specified in Section 09900. G. Site tolerances: Do not exceed the following installation tolerances: 1. Squareness: Plus or minus 1/16 inch (1.6 mm) measured on a line, 90 degrees from one jamb, at the upper corner of the frame at the other jamb. 2. Alignment: Plus or minus 1/16 inch (1.6 mm) measured on jambs on a horizontal line parallel to the plane of the wall. 3. Twist: Plus or minus 1/16 inch (1.6 mm) measured at face corners of jambs on parallel lines perpendicular to the plane of the wall. 4. Plumb: Plus or minus 1/16 inch (1.6 mm) measured on the jamb at the floor.

3.4 AdJusting A. Adjust installed doors for correct swings and site tolerances.

BuLLET RESISTANT STEEL DOOR DETAILS 71

STAINLESS STEEL DOORS AND FRAMES 77

STAINLESS STEEL DOORS AND FRAMESSEC. 08110

parT 1 GeNeral

1.1 section includes A. Stainless steel door and frame assemblies and window assemblies.

1.2 relAted sections A. Section 08710 - Door Hardware. B. Section 08800 - Glazing.

1.3 reFerences A. ASTM A 240/A240M - Standard Specification for Heat-Resisting Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels. B. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot Dip Process. C. ASTM E 152 - Standard Method for Fire Test of Door Assemblies. D. NAAMM-HMMA 840 - Installation and Storage of Hollow Metal Doors and Frames; Hollow Metal Manufacturers Association. E. NFPA 80 - Standard for Fire Doors and Fire Windows. F. uL 10B - Fire Tests of Door Assemblies.

1.4 PerFormAnce requirements A. FIRE RESISTANCE RATINGS: 1. Fire-rated assemblies to be tested in accordance with ASTM E 152 (uL 10B) for specified fire resistance ratings, approved by underwriters Laboratories, Inc., and to bear fire rating seal of that agency. 2. Fire resistance rating: __. 3. Fire resistance ratings are indicated on drawings.

1.5 quAlity AssurAnce A. QuALIFICATIONS:


1. Manufacturer: Minimum five years documented experience producing products specified in this section. 2. Installer: Minimum five years documented experience installing products specified in this section.

1.6 suBmittAls A. Submit under provisions of Section 01300. B. Shop drawings: Indicate capability of door, frame, and window assemblies to meet specification requirements; include the following: 1. Door and frame elevations and sections. 2. Location and details of all openings. 3. Material types, gages, locations, and fabrication details of system components; include all reinforcements.

1.7 delivery, storAge, And hAndling A. Wrap doors and frames separately in extruded polystyrene and crate in such a way as to protect from damage during shipping and receiving at job site. B. Remove wraps from doors and frames upon delivery at the building site. C. Store units in accordance with requirements of NAAMM-HMMA 840. D. Store units on planks or dunnage in a dry location; store doors in a vertical position spaced with protected materials to avoid scratching. E. Store units covered to protect them from damage, but permitting air circulation.

1.8 WArrAnty A. MANuFACTuRER’S WARRANTy: Furnish system manufacturer’s warranty against defects in product workmanship and materials. B. WARRANTy PERIOD: Two years from date of shipment.

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2.1 mAnuFActurer A. Krieger Specialty Products, 4880 Gregg Road, Pico Rivera, CA 90660; Tel: (562) 695-0645, Fax: (562) 692-0146. B. unless otherwise specified for an individual product or material, supply all products specified in this section from the same manufacturer.

2.2 mAteriAls A. STAINLESS STEEL: Level, cold rolled sheet steel conforming to ASTM A 240, commercial quality. 1. Type: 302. 2. Type: 304.


3. Type: 316. 4. Type: 316L. 5. Finish: No. 2D Paint Grade. 6. Finish: No. 4 Satin. 7. Finish: No. 6 Dull Satin. 8. Finish: No. 8 High Luster Mirror. B. Reinforcing Material, Sleeves, Jamb Anchors, Dust Cover Boxes: Zinc coated (galvanized) steel hot-dipped in accordance with ASTM A 653. C. Glazing for lites and windows is specified in Section 08800.

2.3 door FABricAtion A. Fabricate in accordance with Architect-approved shop drawings, and as follows: 1. Material: 16 gage stainless steel. 2. Thickness: 1-3/4 inches (44 mm). 3. Construction: Seam construction, vertical edge welds held tight by a structural thermal isolator, top and bottom TIG welded to reinforcing perimeter channel. 4. Construction: Seamless construction, vertical edge welds TIG welded, ground and polished smooth, invisible. 5. Construction: Full flush seamless construction all sides. 6. Hinge and Lock Edges: 12 gage stainless steel channels fastened to both sheets full height of doors. 7. Stiffen doors with foamed-in-place polystyrene, cured and chemically bonded to interior surfaces. 8. Stiffen doors with uL construction of two layer honeycomb core bonded to full span of the interior face sheets. 9. Factory-prepare fully for all template hardware. 10. Provide reinforcing in doors scheduled for surface-mounted hardware. 11. Fabricate moldings and stops of same material as door face material, gage in accordance with Architect-approved shop drawings. a. Provide moldings to secure glazing for doors specified or scheduled to have glazed openings in accordance with opening sizes indicated on Architectapproved shop drawings. b. Securely weld fixed moldings to door on security side. c. Provide 16 gage loose stops, countersunk for fasteners; secure stops to opening with cadmium- or zinc-coated or stainless steel screws of size and spacing indicated on Architect-approved shop drawings. d. Form moldings and stops with mitered corner joints.

2.4 FrAme FABricAtion A. Fabricate in accordance with Architect-approved shop drawings, and as follows: 1. Material: 14 or 16 gage stainless steel. a. Reinforce with 18 gage galvanized or stainless steel liners for hardware and anchor attachment. b. Form liners to a tight fit, slide into stainless steel formed sections, and TIG weld on returns to support the total frame and lintel.


2. Reinforcing: a. Hinge and Lock Tabs: 7 gage. b. Surface Reinforcing: 14 gage. 3. Construction, General: a. Smooth surfaces, true planes, free of warp and buckle. b. Miters true, aligned, continuously TIG welded. c. Metal edges straight, true, with sharp edges of metal sheets uniformly dulled. d. Exposed welded joints ground smooth and flush, matching specified finish. e. Sub-frames continuously welded and tacked to skins. f. Factory-prepared for all template mortised hardware; reinforced for surface mounted and non-templated mortised hardware. 4. Butt Joined Corner Construction. 5. Mitered and Polished Corner Construction: a. Miter and weld front and back. b. Polish to No. 4 finish. 6. Jamb Anchors: 16 gage minimum, every 16 inches (400 mm) provided for the type of wall construction. 7. Dust Cover Boxes (Mortar Guards): 22 gage minimum. 8. Cutoff Stops: Terminate jamb stops above floor, fill with weld plate, grind and polish. a. Terminate at 90 degrees. b. Terminate at 45 degrees. B. Provide all frames with temporary steel spreaders.

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3.1 eXAminAtion A. VERIFICATION OF CONDITIONS: 1. Before installation, check and correct frames for size, swing, squareness, alignment, twist, and plumb. 2. Verify openings are in accordance with approved shop drawings. B. INSTALLER’S EXAMINATION: 1. Examine conditions under which construction activities of this section are to be performed; submit written notification if such conditions are unacceptable. 2. Transmit two copies of installer’s report to Architect within 24 hours of receipt. 3. Beginning construction activities of this section indicates installer’s acceptance of conditions.

3.2 PrePArAtion A. Remove steel spreaders from welded frames before installation; use of spreaders for installation purposes not permitted.


3.3 instAllAtion A. Install units in accordance with Architect-approved shop drawings, manufacturer’s printed installation instructions, and requirements of NAAMM-HMMA 840. B. Install fire-rated assemblies in accordance with NFPA 80. C. Finish surfaces having abrasion damage must be repaired and repolished to make them invisible. D. Installation of door hardware is specified in Section 08710. E. Site tolerances: Do not exceed the following installation tolerances: 1. Squareness: Plus or minus 1/16 inch (1.6 mm) measured on a line, 90 degrees from one jamb, at the upper corner of the frame at the other jamb. 2. Alignment: Plus or minus 1/16 inch (1.6 mm) measured on jambs on a horizontal line parallel to the plane of the wall. 3. Twist: Plus or minus 1/16 inch (1.6 mm) measured at face corners of jambs on parallel lines perpendicular to the plane of the wall. 4. Plumb: Plus or minus 1/16 inch (1.6 mm) measured on the jamb at the floor.

3.4 AdJusting A. Adjust installed doors for correct swings and site tolerances..

KREIGER TECHNICAL AND FIELD SERVICES 82

DON’T LET A POOR qUALITy INSTALLATION COST yOU mONEy!

KRIEGER TECHNICAL AND FIELD SERVICES

Correct installation of acoustical doors and frames is critical to their performance. By taking care in the initial installation, costly errors can be avoided and your doors will function at peak performance.

Correct installation of acoustical doors and frames is critical to their performance. By taking care in the initial installation, costly errors can be avoided and your doors will function at peak performance.

We are so confident of the quality and performance of our doors that we guarantee that every Krieger acoustical door, when properly installed, will field test within 5 NIC points of our published laboratory results.

The contingency in our guarantee is the phrase “when properly installed”.

Time constraints and/or installer inexperience with acoustical doors can seriously compromise performance. Krieger can help you avoid this costly waste of their potential performance.

To ensure that you receive all the performance from your acoustical doors that you have invested in, Krieger has instituted Technical and Field Service Programs.

technicAl suPPortKrieger engineers and technical support staff are available to help you with any problem or question that may arise with the installation of our doors.

Field serviceKrieger Field Service Technicians offer several ways to ensure that your acoustical doors are installed correctly.

1. Krieger trAiningWe can train your installation crew at our manufacturing facility, or we can have one of our technicians meet with your crew at the job site.

2. Krieger turn Key instAllAtionWith this option our technicians actually undertake all phases of the installation process. By accepting full responsibility forthe installation you can be assured that every door will perform to specification and yourcomplete satisfaction.

3. Krieger trouBleshootingOur staff will review a problem and recommend or undertake the proper corrective measures. Often our services are needed to resolve post installation problems by modifying door swings, strikelocations or other hardwarerelated items.

4. Krieger testingKrieger engineers are experts in the testing and certification ofacoustical doors to appropriate ASTM standards. Field-testing is the only certain way to ensure that your doors will achieve the performance you have specified.

For more information on the full range of services offered by our Field Service Technicians and to help you get the maximum performance potential from your doors, please give us a call.

We will help you to receive the fullperformance potential from youracoustical doors.

Krieger’s Turn Key Installation Program guarantees the proper installation of acoustical doors of all sizes and specifications.

Krieger’s experienced Technicians can ensure that your acoustical doors achieve their full performance potential.

Special purpoSe Doors & WinDoWs - · PDF fileSpecial purpoSe Doors & WinDoWs. ... R-Value 2.0,...

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