Visual Interpretation Of The NTERNATIONAL ESIDENTIAL *** WITH NYS RESIDENTIAL CODE REQUIREMENTS AS NOTED. ~p..nuf:' >- ISMA~

Similar documents
I N T E R N A T I O N A L R E S I D E N T I A L CO D E

I N T E R N A T I O N A L R E S I D E N T I A L CO D E

IN T E R N A T I O N A L

STAIR BUILDING CODE 2009 International Residential Code. Visual Interpretation of the

External Timber Stairs

WALKS AND SIDEWALKS REQUIREMENTS:

E100-09/10, Part I , (IFC [B] , )

COPYRIGHTED MATERIAL. Chapter 1. Stairs

Deck Evaluation Checklist

PATHWAY 3G MODULAR ACCESS SYSTEM

When is a Building Permit Required? Deck Details: What Must be Submitted with a Building Permit Application?

The maximum back wall height is eight-feet three-inches (8 3 ), including truss, and is allowed only in the rear half of the booth space.

Code Compliance Research Report CCRR-0155

Spiral Stairs Endeman s Ironcraft Ltd PH/FAX:

SECTION: 15 ZONING RULE LOT AREA 6134 S.F S.F. BUILDING AREA (FOOTPRINT) LOT COVERAGE 20.2% 24.86' FRONT YARD SIDE YARD 8.

ONE AND TWO FAMILY DWELLINGS Uncovered Decks July, 2007

Compliance with this acceptable construction practice satisfies Performance Requirement P2.5.2 for balustrades or other barriers.

BRACKET FIX SYSTEM FITTING INSTRUCTIONS

Chapter 4. Accessible Routes

404 Doors, Doorways, and Gates

ATI Evaluation Service A Division of Architectural Testing Certification Services Code Compliance Research Report

Architrave: The molded from or ornament surrounding a window, door or other rectangular opening.

SECTION R507 DECKS DECKING LEDGER BOARD BEAM. FOOTING BEAM SPAN CANTILEVER For SI: 1 inch = 25.4 mm FIGURE R507.2 DECK CONSTRUCTION

UNIT 6 Finish Carpentry

2018 StairCraft Awards

ATI Evaluation Service A Division of Architectural Testing Certification Services

DECK PERMIT APPLICATION PACKET

Article 4.0 Measurements and Exceptions

What is stairs? steps.

MEETING CALLED TO ORDER at 1:40 p.m. by Chair Kenneth Winters. ROLL CALL Members Present: (4) K. Winters, S. Callan, R. Hart and A.

GUIDELINES FOR MEASURING BUILDING HEIGHT

APPLICATION FOR A BUILDING PERMIT

Rake Pass Through CR-KW Rake Down CR-310D-36. Rake Up CR-310U-36 2 x /32. Rake Pass Through CR Rake Down CR-KW310D-36

ph fax

installation care & maintenance instructions lifecycledecking.com 25-year limited residential warranty 20-year limited commercial warranty

2018 StairCraft Awards

Typical Deck Details

Design Technology Architectural Design 2 The second in a sequence of courses that prepares individuals with knowledge of residential architectural

How to Enhance Safety for the Long Escalator

DECKS. Stairway illumination Positive attachment of ledger Lateral load connection required board (R507.2) required (R ) (R311.7.

STAIRSERVICE.COM. Stair system design and selection catalog. A step ahead, a step above 1 (800) Fax (408)

COMPOSITE RAILING INSTALLATION

Wood. collections. Hampton. Carolina. Colonial. Craftsman Box Newels

Vertical Offset Base and Safety Rail System Installation Instructions

A Step-by-Step How To Guide

ARCHITECTURAL DESIGN II (544)

Typical Deck Details

2018 StairCraft Awards

PAINT & MISC. Notes. Table of Contents. Front Handrail Posts Front Handrails Closet Shelving Exterior Deck...

Build Outdoor Stairs. Stair Building Terms There are five basic design elements you'll need to consider when planning outdoor stairs:

Info Sheet PowerSTAIRS Software

2015 Feeney (8/15) # D. Aluminum Railing Systems

City of Virginia Beach, Virginia Typical Deck Details

Perennial Wood Decking Installation Guide

ASSEMBLY INSTRUCTIONS

Drawing a Living Room and Family Room Floorplan

Deck Design Guide. One and Two Family Residential Dwellings

ASSEMBLY INSTRUCTIONS TF Tent Flooring System. 125 Taylor Parkway Archbold, Ohio Phone: (419) Fax: (419)

FILE UPDATE IRON STAIR RAILING EBOOK

Pulaski County, Virginia Typical Deck Details Based on the 2012 Virginia Residential Code

Typical Deck Details Based on the City of Nixa Residential Deck Ordinance

Columns and Railings ALUMINUM & VINYL AFCO-RAIL STRUCTURE STYLE

Columns and Railings ALUMINUM & VINYL AFCO-RAIL STRUCTURE STYLE

Typical Deck Details

installation care & maintenance instructions moistureshield.com limited lifetime warranty

Maryland Building Officials Association Typical Deck Details

B E S P O K E S T A I R C A S E S

GLOSSARY OF STAIR PARTS TERMS

SMALL PROJECTS & IMPROVEMENTS: DOG RUNS, PATIO ENCLOSURES & FENCES, EXTERIOR IMPROVEMENTS (Abbreviated Design Review Application)

Millwork Product Catalog

2013 Feeney (2/14) # B. Aluminum Railing Systems

Americans with Disabilities Act and Architectural Barriers Act Accessibility Guidelines

4. Components and Stairs

ROOFING City of Grand Rapids Building Safety Division

SUREWOOD ~ LNL. How to build a staircase like a pro. Post-To-Post Staircase System. Identify Your Type of Post-to-Post Staircase: Landing Newel Post

10. Vents, Baffle Guard and Blocking

ATI Evaluation Service A Division of Architectural Testing Certification Services

TO WHOM IT MAY CONCERN:

Bedroom Window Egress

House Design Tutorial

Deck Tutorial. Decks and Porches. Drawing Decks

Multi-Stage ASSEMBLY INSTRUCTIONS ST-8100 SERIES. 125 TAYLOR PARKWAY ARCHBOLD, OH PHONE: (419) FAX: (419)

Aluminum Railing Installation. Glass Railing Spindle Railings Intimacy Railings and Panels

Stairs. Whether the stair you need is simple or complex, free-standing or fully supported by walls, our staircases will definitely be eye-catching.

OSBRE LTD. 92 Green Lane, Thornhill, Ont. L3T 6K9 Tel: Fax:

INTEX Millwork Solutions SECTION EXTERIOR PVC PERGOLAS (IBC Compliant)

Deck Tutorial. Decks and Porches. Drawing Decks

KEYS TO COMPLIANCE ASSEMBLY AND MERCANTILE OCCUPANCIES ACCESSIBLE TOILET COMPARTMENTS. Figure 16 Handrail cross section {505.7}

1. Name the horizontal member that rests on the foundation wall to support other wood members.

Tools & Materials Needed

Single-Family Dwelling Submittal Requirements

GATE INSTALLATION. Tools & Materials Needed. peakproducts.com. Self-drilling screw. Lag bolt

STAIRJIG INSTRUCTION LEAFLET

SECTION BULLET- RESISTANT DOORS

Part 4: Visitability Ordinance. City of Austin Development Services Department

DOCUMENT SUBMITTAL REQUIREMENTS FOR AN ALTERATION OR ADDITION TO AN EXISTING SINGLE-FAMILY DWELLING OR MULTI-FAMILY DWELLING

Staircase and Handrail Parts

Step 2 - Measure and install joist hangers every 16". See Figure "B" above. Fill every hole in each

SANTA MONICA BOULEVARD BEVERLY HILLS OWNER: 9908 SANTA MONICA BLVD., LLC SAN VICENTE BLVD. SUITE 550

PLAN SUBMITTAL REQUIREMENTS

Transcription:

Visual Interpretation Of The NTERNATIONAL ESIDENTIAL ODE 2006 STAIR BUILDING CODE *** WITH NYS RESIDENTIAL CODE REQUIREMENTS AS NOTED ~p..nuf:'4-0..>- ISMA~ ~.-9& ~.1 80 C1 p..'\\o Portions of this document reproduce sections from the 2006 International Residential Code, International Code Council, Falls Church, Virginia. Reproduced with permission. All rights reserved.

The Stairway Manufacturers Association publishes visual interpretations of Building Codes to be accurate pictorial descriptive material void of editorial comment to aid in the understanding of the written text. We provide this document as a learning tool to aid designers, builders, homeowners, building officials, stair builders, and others in the shelter industry to accurately and consistently interpret the building code related to stairways. The SMA has participated in the model code development process since 1988. We support the International Code Council's development process through our membership and are recognized and respected for our responsible efforts at code reform and interpretation in addition to our trade and industry experience that we bring to the table. This experience and reputation is an asset to our continued efforts to provide safe stairways and reduce stairway accidents while allowing freedom of design, and aesthetic properties of preference. In addition to our experience in the code development process we use the commentaries published by the International Code Council as a resource for each visual interpretation. The SMA wishes to thank the ICC for their permission to print portions of the IRC and in full recognition of our responsibility to educate and inform we invite your feedback and comments. This document is provided electronically at no cost to those who wish to print it in whole from www.stairways.org.itis not to be copied or used in part or in any other publication. Printed copies are available to SMA members for the cost of shipping. If you find this document to be of significant value, then you will find it equally beneficial to associate with a member of the Stairway Manufacturer's Association (SMA). The members of the SMA have taken on the task of influencing the development of responsible and functional building codes. They are the very individuals effectively communicating consistent interpretation of each stair code. A resulting product of their effort is this Visual Interpretation. SMA members know their craft of Stair Design and Construction and they know Building Codes. You are encouraged to contact a member of the SMA before you begin your next stairway project. ~P.NUf:-1.f 0,)- jsma~ ~ ~ ~ts'socip.i\o~ The Stair Industry Dedicated to Safety & Quality If your work is related to stairs and you can prescribe to the ethics and quality standards a/the SMA you may qualify for membership. To learn more about the SMA go to www.stairways.org, or contact us at sma@stairways.org.

SECTION R311.5 STAIRWAYS R311.5.1 Width. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. PHOTO 1. Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairway PHOTO 2 and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be less than 31.5 inches (787 mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails are provided on both sides PHOTO 3. Exception: The width of spiral stairways shall be in accordance with Section R311.5.8. See PHOTO 35 on page 12. I Interpretation ofire 2006 www.stairways.org Page No.3

R311.S.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet, 8 inches (2036 mm) measured vertically from the sloped plane adjoining the tread nosing PHOTO 4 or from the floor surface of the landing or platform. PHOTO 5. '" '" '- '- '- '- MINIMUM HEADROOM 6'-8" MINIMUM HEADROOM 6'-8" PHOTO 4 Stairway Manufacturers' Association Interpretation ofire 2006' www.stairways.org Page No.4

*** *** R311.S.3 Stair treads and risers. R311.S.3.1 Riser height. The maximum riser height shall be 8 ~ inches (? 0 9 mm). The riser shall be measured vertically between leading edges of the adjacent treads. PHOTO 6. The greatest riser height within any flight of stairs shall not exceed the smallest by more than % inch (9.5 mm). PHOTO 7. R311.S.3.2 Tread depth. The minimum tread depth shall be 9 inches (.229 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. PHOTO 8. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than % inch (9.5 mm). PHOTO 9. MINIMUM DEPTH PHOTOB MAXIMUM RISE * * * GREATEST TREAD DEPTH 9 3/8" SMALLEST TREAD DEPTH - 9" = -3/8" SAMPLE STAIR IS WITHIN ACCEPTABLE CODE LIMITS SAMPLE STAIR IS WITHIN ACCEPTABLE CODE LIMITS Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured as above at a point 12. inches (305 mm) from the side where the treads are narrower. DRAWING 10. Winder treads shall have a minimum tread depth of 6 inches (152 mm) at any point. DRAWING 11. Within any flight of stairs, the greatest winder tread depth at the 12 inch (305 mm) walk line shall not exceed the smallest by more than Ysinches (9.5 mm). *** Stairway Manufacturers' Association Interpretation ofire 2006 www.stairways.org Page No.5 NYS Residential Code Rgquirgmgnts

10" i MINIMUM WIDTH AT WALKLINET WALKLINE DRAWING 10 DRAWING 11 ~ I 12" WINDER - A tread with non-parallel edges (as defined in Chapter 2 - IRC, lbc). ALTERNATE WINDER TREAD DESIGNS Stairway Manufacturers' Association Interpretation ofire 2006 www.stairways.org Page No.6

R311.5.3.3 Profile. The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (14.3 mm). PHOTO 12. A nosing not less than % inch (19 mm) but not more than ll/t inches (32 mm) shall be provided on stairways with solid risers. PHOTO 13. The greatest nosing projection shall not exceed the smallest nosing projection by more than % inch (9.5 mm) between two stories, including the nosing at the level offloors and landings. PHOTO 14. Beveling of nosing shall not exceed Yz inch (12.7 mm). PHOTO 15. Risers shall be vertical or sloped from the underside of the leading edge of the tread above at an angle not more than 30 (0.51 rad) degrees from the vertical. PHOTO 16. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4-inch diameter (102 mm) sphere. PHOTO 17. 1/2" MAXIMUM.,tt BEVEL SLOPE OF RISER MAY NOT EXCEED 30 Exceptions: 1. A nosing is not required where the tread depth is a minimum of 11 inches (279 mm). 2. The opening between adjacent treads is not limited on stairs with a total rise of30 inches (762 mm) or less. PHOTO 17. RADIUS OF CURVATURE CANNOT EXCEED 9/16" PHOTO 16 DIFIED TO RESTRICT ssage OF A 4" SPHERE RISE 15 LESS 4" SPHERE NOT APPLY NOSING PROJECTION MAY NOT VARY MORE THAN 3/8" Stairway Manufacturers' Association Interpretation ofire 2006 www.stairways.org Page No.7

R311.5.4 Landings for Stairways. There shall be a floor or landing at the top and bottom of each stairway. Exception: A floor or landing is not required at the top of an interior flight of stairs, including stairs in an enclosed garage, provided a door does not swing over the stairs. A flight of stairs shall not have a vertical rise greater than 12 feet (3658 mm) between floor levels or landings. The width of each landing shall not be less than the stairway served. Every landing shall have a minimum dimension of36 inches (914 mm) measured in the direction of travel. DRAWING 18. R311.5.5 Stairway walking surface. The walking surface of treads and landings of stairways shall be sloped no steeper than one unit vertical in 48 inches horizontal (2-percent slope). PHOTO 19. { STAIR WI DTH=A t I MINIMUM LANDING WIDTH=A OR MORE ~ MINIMUM LANDIN~.. WIDTH=B OR MORE R311.5.6 Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. DRAWING 20. L."...... STAIR WIDTH=B. L.". Wall on left side of lower flight removed for clarity. DRAWING 20 R311.5.6.1 Height. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). PHOTO 21. RAKE RAIL HEIGHT DOWN UP DRAWING 18 Stairway Manufacturers' Association Interpretation ofire 2006 www.stairways.org Page No.8

R311.5.6.2 Continuity. Handrails for stairways shall be continuous for the full1ength of the flight, from a point directly above the top riser of the flight to a point directly above lowest riser of the flight. DRAWING 22 and PHOTO 23. Handrail ends shall be returned PHOTO 24 or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1Yz inches (38 mm) between the wall and the handrails. PHOTO 25. Exceptions: 1. Handrails shall be permitted to be interrupted by a newel post at the turn. PHOTO 26. 2. The use of a volute, turnout, starting easing or starting newel shall be allowed over the lowest tread. PHOTO 27. HANDRAIL MAY BE INTERRUPTED BY A NEWEL FLIGHT 2 -----_. FLIGHT 1 DRAWING 22 HANDRAIL ENDS SHALL BE Rl:TURNED VOLUTES, TURNOUTS AND STARTING EASINGS ARE ALLOWED OVER THE LOWEST TREAD \ PHOTO 25 Stairway Manufacturers' Association Interpretation oflre 2006 www.stairways.org Page No.9

R311.5.6.3 Handrail grip size. All required handrails shall be of one of the following types or provide equivalent graspability. DRAWING 28. Profiles other than Type I and Type II may be determined to provide equivalent graspability. 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 1\14inches (32 mm) and not greater than 2 inches (51 mm). PHOTO 29. If the handrail is not circular it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 6\14inches (160 mm) with a maximum cross section of dimension of 2 \14inches (57111111). PHOTO 30. CIRCULAR PHOTO 29 PHOTO 30 PERIMETER MINIMUM 4" MAXIMUM 6 1/4" DRAWING 28 Stairway Manufacturers' Association Interpretation ofire 2006 www.stairways.org Page No. 10

2. Type II. Handrails with a perimeter greater than 61!4inches (l60mm) shall provide a graspable finger recess area on both sides of the profile. PHOTO 31. The finger recess shall begin within a distance of % inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5iI6 inch (8mm) within Ys inch (22mm) below the widest portion ofthe profile. PHOTO 32. This required depth shall continue for at least % inch (lomm) to a level that is not less than 1% inches (45 mm) below the tallest portion of the profile. PHOTO 33. The minimum width ofthe handrail above the recess shall be 1'l4 inches (32 mm) to a maximum of 2% inches (70 mm). PHOTO 34. Edges shall have a minimum radius of 0.01 inches (0.25 mm). PHOTO 34. PERIMETER GREATER" THAN 6 1/4" " FINGER RECESS AREA BOTH SIDES PHOTO 31 ACHIEVE 5/16" DEPTH CONTINUED FOR AT LEAST 3/S" PHOTO 33 NOT 1 3/4" WITHIN 3/4" FINGER RECESS BEGINS WITHIN 7/S" OF WIDEST PORTION ACHIEVE 5/16" -L"'... DEPTH PHOTO 32 TALLEST PORTION EDGE MINIMUM RADIUS 0.01" PHOTO 34 WIDTH ABOVE RECESS MINIMUM 1 1/4" MAXIMUM 2 3/4" R311.5.7 Illumination. All stairs shall be provided with illumination accordance with Section R303.6. in Stairway Manufacturers' Association Interpretation ofire 2006 www.stairways.org PageNo.ll

R311.5.8 Special stairways. Circular stairways, spiral stairways, winders and bulkhead enclosure stairways shall comply with all requirements of Section R3ll.5 except as specified below. *** R311.5.8.1 Spiral Stairs. (see below for NYS) Spiral stairways are permitted, provided the minimum width shall be 26 inches (660 mm) with each tread having a 7Vz inch (190 mm) minimum tread depth at 12 inches from the narrower edge. All treads shall be identical, and the rise shall be no more than 91'2 inches (241 mm). A minimum headroom of6 feet, 6 inches (1982 mm) shall be provided. PHOTO 35. R311.5.8.2 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures, not part of the required building egress, providing access from the outside grade level to the basement shall be exempt from the requirements of Sections R3ll.4.3 and R3ll.5 where the maximum height from the basement finished floor level to grade adjacent to the stairway does not exceed 8 feet (2438 mm), and the grade level opening to the stairway is covered by a bulkhead enclosure with hinged doors or other approved means. SECTION R312 GUARDS R312.1 Guards. Porches, balconies, ramps or raised floor surfaces located more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 36 inches (914 mm) in height. Open sides of stairs with a total rise of more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 34 inches (864 mm) in height measured vertically from the nosing of the treads. PHOTO 36. Porches and decks which are enclosed with insect screening shall be equipped with guards where the walking surface is located more than 30 inches (762 mm) above the floor or grade below. St~irway Manufacture.fs' Association Interpretation ofire 2006 www.stairways.org Page No. 12 *** Spiral sta~rways permltted for interior use as a component of means of egress from a habltable room, basement or an attic. A spiral stair is not permitted to be the only means of egress from a story of a building.

R312.2 Guard opening limitations. Required guards on open sides of stairways, raised floor areas, balconies and porches shall have intermediate rails or ornamental closures which do not allow passage of a sphere 4 inches (102 mm) or more in diameter. PHOTO 37. MUST NOT ALLOW PASSAGE OF 4 3/8" SPHERE Exception: 1. The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 6 inches (152 mm) cannot pass through. PHOTO 38. 2. Openings for required guards on the sides of stair treads shall not allow a sphere 4% inches (107 mm) to pass through. PHOTO 38. MUST NOT ALLOW PASSAGE OF 4" SPHERE PHOTO 38 Stairway Manufacturers' Association Interpretation ofire 2006 www.stairways.org Page No. 13

CHAPTER 2 DEFINITIONS R201.3 Terms Defined in other codes. Where terms are not defined in this code such terms shall have meanings ascribed to them as in other code publications of the International Code Council. Note: In order to assure a complete understanding in accordance with above we have listed all the stair related definitions from both the IRC and the IBC (International Building Code). IRC Section R202 Definitions GUARD. A building component or a system of building components located near the open sides of elevated walking surfaces that minimizes the possibility of a fall from the walking surface to a lower level. HANDRAIL. A horizontal or sloping rail intended for grasping by the hand for guidance or support. WINDER. A tread with nonparallel edges. IBC Section 1002 Definitions ALTERNATING TREAD DEVICE. A device that has a series of steps between 50 and 70 degrees (0.87 and 1.22 rad) from horizontal, usually attached to a center support rail in an alternating manner so that the user does not have both feet on the same level at the same time. GUARD. A building component or a system of building components located at or near the open sides of elevated walking surfaces that minimizes the possibility of a fall from the walking surface to a lower level. HANDRAIL. A horizontal or sloping rail intended for grasping by the hand for guidance or support. NOSING. The leading edge of treads of stairs and oflandings at the top of stairway flights. SCISSOR STAIR. Two interlocking stairways providing two separate paths of egress located within one stairwell enclosure. STAIR. A change in elevation, consisting of one or more risers. STAIRWAY. One or more flights of stairs, either exterior or interior, with the necessary landings and platforms connecting them, to form a continuous and uninterrupted passage from one level to another. STAIRWAY, EXTERIOR. A stairway that is open on at least one side, except for required structural columns, beams, handrails and guards. The adjoining open areas shall be either yards, courts or public ways. The other sides of the exterior stairway need not be open. STAIRWAY, INTERIOR. A stairway not meeting the definition of an exterior stairway. STAIRWAY, SPIRAL. A stairway having a closed circular form in its plan view with uniform sectionshaped treads attached to and radiating from a minimum-diameter supporting column. WINDER. A tread with nonparallel edges. Stairway Manufacturers' Association Interpretation ofire 2006' www.stairways.org Page No. 14

"0 r-----------------------------------------------~ Q) N U) 0.. c <..9.. 4.~!JF""'C'» fsma\ ~.".-9,sSoCII'''(\O ". FULL SCALE TYPE II RAIL TEST Instructions: Position rail section with widest point of grip at line AB and left edge touching line AC. Keeping horizontal axis of rail parallel to lineab. With the rail in position, it must pass tests I) thru 5) to meet the R315.2 Type II Handrail Grip Size requirements. If profile is asymmetrical both sides must pass. 1) Width not greater than ~------ 2~" --------1~ 4 2) Width at least ~1~1I~ -r-r-r- ~ 3) Top of rail is not above line C-O _t_ c Q) 0... Co 21" - u 2 '+- 0 I I.... c '" Q)....., x I L W >< ell ~ 4) Entire black box.is visible 5)Recess continues based on crown.height of rail 6'r--. ---11 5 Reproduction check: solid line measures 2.75 in. I ~ o ~" 0 4 x ro T~cr. 1~"o li o c... o ::l ::J (1) Dl ::l C. ru 3 ::J Dl CD 0' -t ::r Dl ::J C. -c :::!! (1) 0: c: (1) C/I 7i CD it CD 4... ::l o (1)... o Q. z o ~ ~ rj1. SlAIA*-. d-,,,"l).- o V, ~ ~.s:~ '0.~ -;z., ~:-? 'S~:I3'O<' Stairway Manufacturers' Association www.stairways.org

parts ma ufactllreis, stair builders, installers, millwork distributors; dealers and interested building produc1~professionals. We are an industry organization run by industry people. Bur primary focus is t6 represent the millwork 1lil9uJ,tryto tliebuilding development groups at the local, ceuni ry,state and national levels..j3ecause th'esma represents the people who ~ildj ins all ~nd sell stair parts and stairways in thiscountr~;it-is our purpose to defend, test, evaluat~ and promote products and standards that insure safety in conjunction with growth and prosperity of our industry. li:~rmdre information about the association or becdming a member either write, call or visit QUl1 we,bsite. _ -l'he :~t~irway Manufacturers' Association _195 State Road East Westni~nster, M~ -01473 'FoUFree: 8'7f 500-5759 WeQsi~e:w,ww.sfairways.org Ern-ail: SMA@stairways.org IN SUPPORT OF THE STAIR INDUSTRYI Stairway Manufacturers' Association Interpretation ofire 2006 www.stairways.org