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Codes & Safety Office 925 West Center Street Eureka, IL 61530 Office: 309.467.2379 Cell: 309.208.0812 NEII and NEII logo – Registered, U.S. Patent and Trademark Office NEII® ARCHITECTURAL STANDARDS COMMITTEE September 10, 2015 Hosted by: Fujitec America Inc. 7258 Innovation Way Mason, OH 45040 1. Call to Order 8:30 a.m. (Eastern Time) The meeting was called to order by Chairman Ron Brun at 8:43 am (Eastern Time) on September 10, 2015. 2. Record of Attendance. Name Company Ron Brun - Chair Fujitec America Mike Hanson ThyssenKrupp Elevator Corp. Doug Henderson ThyssenKrupp Elevator Corp. Randy Leckman (via phone) Otis Elevator Company Brian Schleeter KONE, Inc. Javier Varona Schindler Elevator Corporation Tony Shelton KONE, Inc. Kevin Brinkman NEII® 3. Announcements. The committee held a moment of silence for Brian Black and Amy Blackenbiller’s father both of whom passed away recently. Mike Hanson is attending in lieu of Jill Holbrook. Tony Shelton is the new alternate for Brian Schleeter. Sheila Swett was ill and unable to attend. Page 1 of 9

NEII® ARCHITECTURAL STANDARDS COMMITTEE …...for Accessible Design (2010) since the consensus was that 900 mm doors ... Hydraulic Elevators • On several pages update note on car

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Page 1: NEII® ARCHITECTURAL STANDARDS COMMITTEE …...for Accessible Design (2010) since the consensus was that 900 mm doors ... Hydraulic Elevators • On several pages update note on car

Codes & Safety Office 925 West Center Street Eureka, IL 61530 Office: 309.467.2379 Cell: 309.208.0812

NEII and NEII logo – Registered, U.S. Patent and Trademark Office

NEII® ARCHITECTURAL STANDARDS COMMITTEE September 10, 2015

Hosted by: Fujitec America Inc. 7258 Innovation Way

Mason, OH 45040

1. Call to Order – 8:30 a.m. (Eastern Time)

The meeting was called to order by Chairman Ron Brun at 8:43 am (EasternTime) on September 10, 2015.

2. Record of Attendance.

Name Company Ron Brun - Chair Fujitec America Mike Hanson ThyssenKrupp Elevator Corp. Doug Henderson ThyssenKrupp Elevator Corp. Randy Leckman (via phone) Otis Elevator Company Brian Schleeter KONE, Inc. Javier Varona Schindler Elevator Corporation Tony Shelton KONE, Inc. Kevin Brinkman NEII®

3. Announcements.

The committee held a moment of silence for Brian Black and Amy Blackenbiller’sfather both of whom passed away recently.Mike Hanson is attending in lieu of Jill Holbrook.Tony Shelton is the new alternate for Brian Schleeter.Sheila Swett was ill and unable to attend.

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4. Adoption of Agenda. The agenda posted on the committee website was approved with the amendments herein.

5. Approval of Minutes.

The September 10, 2014 minutes as posted on the committee website were approved.

6. Personnel.

(a) Roster - Members are requested to advise Kevin Brinkman of any corrections that should be made to the roster.

(b) Election of Chair – The committee re-elected Ron Brun as chair to serve a two year term beginning January 1, 2016.

7. NEII® -1 Publication.

NEII®-1 is on the NEII web site: http://www.neii.org/neii-1/neii-1.cfm.

8. Review and Update of NEII®-1 Parts 1, 2 and 3.

The standards with revisions approved to date are posted in the NEII®-1 folder on the NEII® Architectural Standards Committee web site. Committee members should down load and/or print copies of the latest drafts in advance of the meeting. To access the Architectural Standards Committee web site and NEII®-1 folder click on the following link: http://www.neii.org/members/committees/23/index.cfm. CAUTION: Please print the Table of Contents and verify you have the latest copy of each document. Many documents have been revised since the last meeting. The files posted in the NEII®-1 folder on the Architectural Standards Committee web site are for Committee members use only. These files may reflect work in progress and may not be the same as the material available in the NEII®-1 publication available to the general public. The NEII Board of Directors has indicated that all portions of NEII®-1 must be reviewed at least once every three years.

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Brian had previously reported that some of the metric specifications do not align with the imperial counterparts. Ron indicated this is probably because the committee was aligning with ISO speeds and dimensions. The committee discussed whether the metrics should be consistent with ISO or with the products currently on the market in NA. There may an issue with how this and A17.1 were harmonized with B44. A question was also raised about whether the metric sections were used or if most people used the imperial dimensions and converted to get the metric. Kevin agreed to add these items to the next CCC agenda for discussion. The committee also discussed whether we should continue to maintain the sections on LULA, Private Residence Elevators and Dumbwaiters since NEII member companies generally do not produce these products. Ed Donoghue has recommended that these sections remain. Kevin will contact Sheila Swett to see if consultants are using these sections. In addition, Kevin will include this item on the next CCC agenda for discussion. The committee reviewed the changes discussed at the last meeting for Part 2 (it does not appear that these changes were made in the documents) and agreed to some additional changes as well. The committee also reviewed the same changes relative to Part 3. The LULA, Private Residence Elevators and Dumbwaiters were not updated. Kevin will update the PDF versions of the documents and forward a list of necessary changes to the diagrams to Randy so he can revise as needed. Changes approved by the committee for Part 2 and Part 3 are listed below:

(a) PP09-11 – Details

• On pages 10 and 11 add new note under title: “Note – For Drawings

denoted with an “*” see Electric Elevator Additional Requirements, Note 8 and applicable building code.”

• On page 10 add note under drawing: TO REINFORCED POUR STOP: “Note – For Post Tension slabs special attachment may be required.”

• On page 10 add “*” to drawings: TO CONCRET BEAM (OR WALL); TO BLOCK WALL; and TO REINFORCED POUR STOP.

• On page 11 add “*” to drawing: DETAIL 5 STRUCTURAL SLAB CONCRETE CONSTRUCTION.

• On page 11 add new drawing: DETAIL 6 SIMPLE SHEAR CONNECTION

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(b) PP12-27 – Electric Elevators • On several pages update note on car sizes by adding word “open”: These

car dimensions and entrance types provide wheelchair accessibility and accommodate an ambulance type stretcher (1930 mm X 610 mm) in the horizontal open position. Make the same change to (76” x 24”) note for Imperial.

• On several pages update note on car sizes by adding “radius corners” and word “open”: These car dimensions and entrance types provide wheelchair accessibility and accommodate an ambulance type stretcher (2134 mm X 610 mm with 125 mm radius corners) in the horizontal open position as required by the IBC. Make the same change to (84” x 24”) note for Imperial, except use 5’ radius.

• Update note ADA and UFAS in several locations. Subsequent to the meeting the group agreed to change the minimum door dimension to 915 mm to match the requirement in ICC/A117.1 and the ADA Standards for Accessible Design (2010) since the consensus was that 900 mm doors are not being used. With the updated dimension there is no longer a need for the note so it can be removed.

• The committee discussed adding larger car sizes for Metric Hospital Elevators similar to Imperial. The committee agreed this should be done pending the decision on keeping the metric sections (see above). This will be discussed further at the next meeting.

(c) PP28-43 – Hydraulic Elevators

• On several pages update note on car sizes by adding word “open”: These

car dimensions and entrance types provide wheelchair accessibility and accommodate an ambulance type stretcher (1930 mm X 610 mm) in the horizontal open position. Make the same change to (76” x 24”) note for Imperial.

• On several pages update note on car sizes by adding “radius corners” and word “open”: These car dimensions and entrance types provide wheelchair accessibility and accommodate an ambulance type stretcher (2134 mm X 610 mm with 125 mm radius corners) in the horizontal open position as required by the IBC. Make the same change to (84” x 24”) note for Imperial, except use 5’ radius.

• Update note ADA and UFAS in several locations. Subsequent to the meeting the group agreed to change the minimum door dimension to 915 mm to match the requirement in ICC/A117.1 and the ADA Standards for Accessible Design (2010) since the consensus was that 900 mm doors

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are not being used. With the updated dimension there is no longer a need for the note so it can be removed.

• Ron asked committee members to review the h1 (overhead) dimension and the d3 (pit) dimensions on page 3-19 for their products prior to next meeting to determine if the dimensions are still acceptable based on compensation rope stretch and full stroke vs reduced stroke buffers.

(d) PP44-47 – Observation Elevators

• On several pages update note on car sizes by adding word “open”: These

car dimensions and entrance types provide wheelchair accessibility and accommodate an ambulance type stretcher (1930 mm X 610 mm) in the horizontal open position. Make the same change to (76” x 24”) note for Imperial.

• On several pages update note on car sizes by adding “radius corners” and word “open”: These car dimensions and entrance types provide wheelchair accessibility and accommodate an ambulance type stretcher (2134 mm X 610 mm with 125 mm radius corners) in the horizontal open position as required by the IBC. Make the same change to (84” x 24”) note for Imperial, except use 5’ radius.

• Update note ADA and UFAS in several locations. Subsequent to the meeting the group agreed to change the minimum door dimension to 915 mm to match the requirement in ICC/A117.1 and the ADA Standards for Accessible Design (2010) since the consensus was that 900 mm doors are not being used. With the updated dimension there is no longer a need for the note so it can be removed.

(e) PP56-65 – Freight Elevators

• On pages 58 & 59, in Hoistway Section View add “DOOR” before “OPENING” in formula.

• On pages 60 & 63 in PLAN VIEW, change references “PAGES 56 & 57 58 & 59”.

• For metric only, on pages 60 & 63 in PLAN VIEW, change dimension “10 15 FRAME PROTECTION”.

(f) PP72-83 – Escalators and Moving Walks

• On page 72, eliminate section USE OF GLASS OR PLASTICS IN

BALLUSTRIDES. This information is in ASME A17.1/CSA B44, Requirement 601.3.3.3 and will be part of the escalator provided by the manufacturer;

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therefore, it should not be located here. • On page 72 in GUARD AT CEILING INTERSECTION (Metric only), change

dimension for consistency with ASME A17.1/CSA B44. “. . . The exposed edge of the guard shall be rounded and have a minimum width of 25 mm and a minimum radius of 10 12 mm. . . .”

• On page 72 in DESIGN FACTORS OF SAFETY add reference to Canadian Standard (refer to ASME A17.1/CSA B44). “Supporting structure for trusses shall conform to the AISC Specifications for Design, Fabrication and Erection of Structural Steel for Building or the CSA Standard CAN/CSA-S16.1, whichever is applicable.”

• On page 72 in PROTECTION REQUIRED update language (refer to ASME A17.1/CSA B44, Req. 6.1.2.1). “The sides and under side of escalator trusses and machinery space shall be enclosed I fire resistive materials. Consult local code for requirements for protection of floor openings. If no local code, see ANSI/NFPA 101. The sides and undersides of an escalator truss or group of adjacent trusses in a single wellway shall be enclosed in materials defined as either noncombustible or limited-combustible by the building code or NFPA 101, whichever is applicable.

• On page 72 update section title and language as follows: “LIGHTING OF REMOTE MACHINE ROOM (where applicable) . . . The illumination shall be not less than 200 100 lx at the floor level. . .” [Replace 100 lx with 10 fc for Imperial]

• On page 73 update section title and language as follows: “EXTERIOR LIGHTING OF STEP TREADS ESCALATOR Step treads shall be illuminated throughout their run. The light intensity of the treads shall be in accordance with local codes and ordinances for stairways. Refer to ASME A17.1/CSA B44. Landing floor plates and all exposed step treads shall be illuminated with a lighting intensity of not less than 50 lx. The illumination of these surfaces shall be of uniform intensity and not contrast materially with that of the surrounding area.” [Replace 50 lx with 5 fc for Imperial]

• On page 73 in DECK BARRICADES, update language as follows: “A barricade to prevent restrict access to the outer deck on low deck exterior balustrades shall be provided . . .”

• On page 73 in OUTDOOR ESCALATORS, update language per the minutes from the previous meeting. Subsequent to the meeting, Ron updated his recommendation on this section to leave the existing language and just add the reference to Requirement 6.1.8 (and 6.2.8 for moving walks).

• On page 75, update in two places as follows: “HOLD HANDRAIL

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CAUTION SIGN” • On page 76, Change dimension (Metric only): “BLOCKOUT 130 140 • Make similar changes to Moving Walks as needed.

9. Old Business.

(a) Machine Roomless Elevators (MRL).

The committee previously identified the following elements to be included in NEII®-1 specifications for MRLs.

Side-mounted counterweight Rail supported 3500 and 4000 lb 200 ft/min 42 in. door opening, center or side opening on 3500 lb 48 in. center opening on 4000 lb

At the previous meeting, the committee revised the table(s) to capture all of the data for 3500 and 4000 lb MRLs produced by their companies for discussion (Attachment #1).

During the meeting, the committee discussed the MRL data and committee members agreed to provide any updates to their numbers by October 16. Kevin will create new charts by November 20 and include a target chart. The revised charts will be recirculated for review and comment. Comments are due by March 1, 2016, so they can be discussed at the next meeting.

(b) NAEC MRL Specifications (Attachment #2)

The information in the attachment is from Hollister Whitney. Brian was going to talk to Teresa Witham to determine if the NAEC specifications can be modified to comport with NEII dimensions. The committee decided to hold this until we have finished our numbers so we have something to compare and then see if it makes sense to have common numbers with NAEC. NAEC document is based on building supported machines.

10. New Business.

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(a) Fire Service Access Elevators (FSAE) (Attachment #3).

A recommendation was made to consider adding Fire Service Access Elevators (lighting in hoistways, etc). Doug will provided the attached excerpt from 2015 IBC regarding FSAE. Committee agreed to review the requirements to determine the impact on NEII® -1 prior by March 1, 2016. Focus will be on 3500 and 4000 lb (similar rules to MRL) except that center opening door on 3500 will not be considered because that application will not accommodate the stretcher requirements. This impacts all types of elevators, (electric, hydraulic and MRL) but MRL results in the tightest spaces so committee agreed to just consider MRL for the first attempt.

11. NEII® NOW Articles.

The following author/article is scheduled for future editions:

• Spring – to be determined • Future – MRL’s in NEII-1 or Fire Service Access Elevators.

12. Time and Location for Future Meetings.

April 13, 2016: 8:30 am until 5:00 pm Host: ThyssenKrupp Elevator Corp. 9280 Crestwyn Hills Dr, Memphis, TN 38125 (901-261-1800)

(Note: Performance Standards Committee will meet on April 12.)

13. Adjournment.

The meeting adjourned at 1:45 p.m.

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Action Items/Deliverables are highlighted in gray.

Item Responsible Due Date Update Parts 2 & 3 based on committee input (pg. 3)

Kevin & Randy ASAP

Discuss addition of larger car dimensions for metric hospital elevators (pg. 4)

All committee members Next meeting

Review overhead and pit dimensions listed on Page 3-19. (pg. 4)

All committee members Next meeting

Provide company dimensions for MRL products (pg. 7)

All committee members 10/16/15

Develop combined chart including proposed target dimensions (pg. 7)

Kevin 11/20/15

Review combined chart and target dimensions and provide feedback (pg. 7)

All committee members 3/1/16

Review requirements for FSAE in 2015 IBC to determine impact of adding into NEII-1 (pg. 8)

All committee members 3/1/16

Respectfully Submitted,

Kevin L. Brinkman, PE NEII® Code and Safety Director

Attachments

1. MRL data from previous meeting 2. NAEC MRL Specifications 3. 2015 IBC Requirements for FSAE

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MRL dimensions September 2014 

Rail Mounted Machine Side mounted counterweight Front opening doors: 

3500 lb  b1  d1  b3 d2 car ht. overhead  pit depth

Otis  6‐5 9/16  5‐5 9/16 8‐4 6‐11 7‐9 12‐11  5‐0

Schlindler  6‐8 5‐5 9‐0 6‐11 8‐0 13‐9  5‐4

TKE*  6‐8 5‐5 8‐4 6‐11 7‐10 14‐9  5‐0

KONE  6‐5 11/16  5‐6 3/16 8‐4 6‐11 8‐0 13‐0 3/8  5‐0

Fujitec  Does not apply*150 f/m

4000 lb  b1  d1  b3 d2 car ht. overhead  pit depth

Otis  7‐5 9/16  5‐5 9/16 9‐4 6‐11 7‐9 12‐11  5‐0

Schlindler  Does not apply

TKE  Does not apply

KONE  7‐5 13/16  5‐6 3/16 9‐6 6‐11 8‐0 13‐0 3/8  5‐0

Fujitec  Does not apply

Rail Mounted Machine Side mounted counterweight Front and rear opening doors: 

3500 lb  b1  d1  b3 d2 car ht. overhead  pit depth

Otis  6‐5 9/16  5‐5 9/16 8‐4 6‐11 7‐9 12‐11  5‐0

Schlindler  6‐8 5‐5 ½  9‐0 7‐9 1/2 8‐0 13‐9  5‐4

TKE*  6‐8 5‐5 ½  8‐4 7‐10 ¾  7‐10 13‐4  5‐0

KONE  6‐5 11/16   5‐6 11/16 8‐4 7‐5 15/16 8‐0 13‐0 3/8   5‐0

Fujitec  Does not apply*150 f/m

4000 lb  b1  d1  b3 d2 car ht. overhead  pit depth

Otis  7‐5 9/16  5‐5 9/16 9‐4 6‐11 7‐9 12‐11  5‐0

Schlindler  Does not apply

TKE  Does not apply

KONE  7‐5 13/16  5‐6 11/16 9‐6 7‐5 15/16 8‐0 13‐0 3/8  5‐0 Fujitec  Does not apply

Building‐ supported Side mounted counterweight Front opening doors: 

3500 lb  b1  d1  b3 d2 car ht. overhead  pit depth

Otis  Does not apply

Schlindler  Does not apply

TKE  Does not apply

KONE  Does not apply Fujitec  6‐8 5‐5 9‐5 6‐11 8‐0 15‐10  5‐2

Attachment #1 Page 1 of 3

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 4000 lb  b1  d1  b3 d2 car ht. overhead  pit depth

Otis  Does not apply

Schlindler  7‐8 5‐5 10‐2 7‐3 8‐0 15‐2  5‐8

TKE  7‐8 5‐5 10‐2 6‐11 7‐10 14‐9  5‐0

KONE  Does not apply Fujitec  7‐8 5‐5 10‐5 6‐11 8‐0 15‐10  5‐2

  Building‐ supported Side mounted counterweight Front and rear opening doors:  

3500 lb  b1  d1  b3 d2 car ht. overhead  pit depth

Otis*  6‐8 5/16  5‐5 3/8 8‐4 7‐8 1/2 8‐0 15‐5  5‐6

Schlindler  Does not apply

TKE  6‐8 5‐5 ½  9‐2 7‐10 ¾  7‐10 14‐9  5‐0

KONE  Does not apply

Fujitec  6‐8 5‐5 3/4 9‐5 7‐9 1/4 8‐0 15‐10  5‐2    *350 f/m 

  

4000 lb  b1  d1  b3 d2 car ht. overhead  pit depth

Otis*  7‐8 5/16  5‐5 3/8 9‐4 7‐8 1/2 8‐0 15‐5  5‐6

Schlindler  7‐8 5‐5 ½  10‐2 7‐9 ½  8‐0 15‐2  5‐8

TKE  7‐8 5‐5 ½  10‐2 7‐10 ¾  7‐10 14‐9  5‐0

KONE  Does not apply Fujitec  7‐8 5‐5 3/4 10‐5 7‐9 1/4 8‐0 15‐10  5‐2

    *350 f/m 

  Rail Mounted Machine Rear mounted counterweight Front opening doors:  

3500 lb  b1  d1  b3 d2 car ht. overhead  pit depth

Otis  Does not apply

Schlindler  Does not apply

TKE  Does not apply

KONE  6‐8 ½   5‐5 ¼  8‐4 7‐10 8‐0 13‐6  6‐3

Fujitec  Does not apply  

4000 lb  b1  d1  b3 d2 car ht. overhead  pit depth

Otis  Does not apply

Schlindler  Does not apply

TKE  Does not apply

KONE  7‐8 ½   5‐5 1/4 9‐4 7‐10 8‐0 13‐6  6‐8

Fujitec  Does not apply        

Attachment #1 Page 2 of 3

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Building Supported Machine Rear mounted counterweight Front opening doors:  

3500 lb  b1  d1  b3 d2 car ht. overhead  pit depth

Otis*  6‐8 5/16  5‐5 8‐4 7‐8 1/4 8‐0 15‐5  5‐6

Schlindler  6‐8 5‐5 8‐4 7‐9 ½  8‐0 14‐8  5‐4

TKE  6‐8 5‐5 8‐4 7‐10 7‐10 14‐9  5‐0

KONE  Does not apply

Fujitec  6‐8 5‐5 8‐4 7‐10 8‐0 15‐10  5‐2    *350 f/m 

 4000 lb  b1  d1  b3 d2 car ht. overhead  pit depth

Otis*  7‐8 5/16  5‐5 9‐4 7‐8 ½  8‐0 15‐5  5‐6

Schlindler  7‐8 5‐5 9‐4 7‐9 ½  8‐0 15‐8  5‐8

TKE  7‐8 5‐5 9‐4 7‐10 7‐10 14‐9  5‐0

KONE  Does not apply Fujitec  7‐8 5‐5 9‐4 7‐10 8‐0 15‐10  5‐2

    *350 f/m 

  b1 = car width d1 = car depth b3 = hoistway width d2 = hoistway depth  Highlighted dimensions are those that will appear as the minimum MRL dimensions in NEII®‐1 should this project go forward.  Parameters: 

3500 and 4000 lb 

8‐0 nominal clear outside cab height  

200 ft/min 

42 in. door opening, center or side opening on 3500 lb 

48 in. center door opening on 4000 lb 

Non‐Seismic  

No counterweight safety 

½ inch raised panels 

General purpose cars 

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SECTION 3007 FIRE SERVICE ACCESS ELEVATOR 3007.1 General. Where required by Section 403.6.1, every floor of the building shall be served by fire service access elevators complying with Sections 3007.1 through 3007.9. Except as modified in this section, fire service access elevators shall be installed in accordance with this chapter and ASME A17.1/CSA B44.

403.6 Elevators. Elevator installation and operation in highrise buildings shall comply with Chapter 30 and Sections 403.6.1 and 403.6.2.

403.6.1 Fire service access elevator. In buildings with an occupied floor more than 120 feet (36 576 mm) above the lowest level of fire department vehicle access, no fewer than two fire service access elevators, or all elevators, whichever is less, shall be provided in accordance with Section 3007. Each fire service access elevator shall have a capacity of not less than 3,500 pounds (1588 kg) and shall comply with Section 3002.4.

3007.2 Automatic sprinkler system. The building shall be equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, except as otherwise permitted by Section 903.3.1.1.1 and as prohibited by Section 3007.2.1.

3007.2.1 Prohibited locations. Automatic sprinklers shall not be installed in machine rooms, elevator machinery spaces, control rooms, control spaces and elevator hoistways of fire service access elevators.

3007.2.2 Sprinkler system monitoring. The sprinkler system shall have a sprinkler control valve supervisory switch and water-flow-initiating device provided for each floor that is monitored by the building’s fire alarm system.

3007.3 Water protection. An approved method to prevent water from infiltrating into the hoistway enclosure from the operation of the automatic sprinkler system outside the enclosed fire service access elevator lobby shall be provided.

3007.4 Shunt trip. Means for elevator shutdown in accordance with Section 3005.5 shall not be installed on elevator systems used for fire service access elevators.

3007.5 Hoistway enclosures. The fire service access elevator hoistway shall be located in a shaft enclosure complying with Section 713.

713.14 Elevator, dumbwaiter and other hoistways. Elevator, dumbwaiter and other hoistway enclosures shall be constructed in accordance with Section 713 and Chapter 30.

3007.5.1 Structural integrity of hoistway enclosures. The fire service access elevator hoistway enclosure shall comply with Sections 403.2.3.1 through 403.2.3.4.

403.2.3 Structural integrity of interior exit stairways and elevator hoistway enclosures. For high-rise buildings of Risk Category III or IV in accordance with Section 1604.5, and for all buildings that are more than 420 feet (128 000 mm) in building height, enclosures for interior exit stairways and elevator hoistway enclosures shall comply with Sections 403.2.3.1 through 403.2.3.4.

403.2.3.1 Wall assembly. The wall assemblies making up the enclosures for interior exit stairways and elevator hoistway enclosures shall meet or exceed Soft Body Impact Classification Level 2 as measured by the test method described in ASTM C 1629/C 1629M.

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403.2.3.2 Wall assembly materials. The face of the wall assemblies making up the enclosures for interior exit stairways and elevator hoistway enclosures that are not exposed to the interior of the enclosures for interior exit stairways or elevator hoistway enclosure shall be constructed in accordance with one of the following methods:

1. The wall assembly shall incorporate no fewer than two layers of impact-resistant construction board each of which meets or exceeds Hard Body Impact Classification Level 2 as measured by the test method described in ASTM C 1629/C 1629M.

2. The wall assembly shall incorporate no fewer than one layer of impact-resistant construction material that meets or exceeds Hard Body Impact Classification Level 3 as measured by the test method described in ASTM C 1629/C 1629M.

3. The wall assembly incorporates multiple layers of any material, tested in tandem, that meets or exceeds Hard Body Impact Classification Level 3 as measured by the test method described in ASTM C 1629/C 1629M.

403.2.3.3 Concrete and masonry walls. Concrete or masonry walls shall be deemed to satisfy the requirements of Sections 403.2.3.1 and 403.2.3.2. 403.2.3.4 Other wall assemblies. Any other wall assembly that provides impact resistance equivalent to that required by Sections 403.2.3.1 and 403.2.3.2 for Hard Body Impact Classification Level 3, as measured by the test method described in ASTM C 1629/C 1629M, shall be permitted.

3007.5.2 Hoistway lighting. When fire-fighters’ emergency operation is active, the entire height of the hoistway shall be illuminated at not less than 1 footcandle (11 lux) as measured from the top of the car of each fire service access elevator. 3007.6 Fire service access elevator lobby. The fire service access elevator shall open into a fire service access elevator lobby in accordance with Sections 3007.6.1 through 3007.6.5. Egress is permitted through the elevator lobby in accordance with Item 1 of Section 1016.2. Exception: Where a fire service access elevator has two entrances onto a floor, the second entrance shall be permitted to open into an elevator lobby in accordance with Section 3006.3. 3007.6.1 Access to interior exit stairway or ramp. The fire service access elevator lobby shall have direct access from the enclosed elevator lobby to an enclosure for an interior exit stairway or ramp. Exception: Access to an interior exit stairway or ramp shall be permitted to be through a protected path of travel that has a level of fire protection not less than the elevator lobby enclosure. The protected path shall be separated from the enclosed elevator lobby through an opening protected by a smoke and draft control assembly in accordance Section 716.5.3. 3007.6.2 Lobby enclosure. The fire service access elevator lobby shall be enclosed with a smoke barrier having a fire-resistance rating of not less than 1 hour, except that lobby doorways shall comply with Section 3007.6.3. Exception: Enclosed fire service access elevator lobbies are not required at the levels of exit discharge. 3007.6.3 Lobby doorways. Other than doors to the hoistway, elevator control room or elevator control space, each doorway to a fire service access elevator lobby shall be provided with a 3/4-hour fire door assembly complying with Section 716.5. The fire door assembly shall comply with the smoke and draft control door assembly requirements of Section 716.5.3.1 with the UL 1784 test conducted without the artificial bottom seal.

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3007.6.4 Lobby size. Regardless of the number of fire service access elevators served by the same elevator lobby, the enclosed fire service access elevator lobby shall be not less than 150 square feet (14 m2) in an area with a dimension of not less than 8 feet (2440 mm). 3007.6.5 Fire service access elevator symbol. A pictorial symbol of a standardized design designating which elevators are fire service access elevators shall be installed on each side of the hoistway door frame on the portion of the frame at right angles to the fire service access elevator lobby. The fire service access elevator symbol shall be designed as shown in Figure 3007.6.5 and shall comply with the following: 1. The fire service access elevator symbol shall be not less than 3 inches (76 mm) in height. 2. The helmet shall contrast with the background, with either a light helmet on a dark background or a dark helmet on a light background. 3. The vertical center line of the fire service access elevator symbol shall be centered on the hoistway door frame. Each symbol shall be not less than 78 inches (1981 mm), and not more than 84 inches (2134 mm) above the finished floor at the threshold.

3007.7 Elevator system monitoring. The fire service access elevator shall be continuously monitored at the fire command center by a standard emergency service interface system meeting the requirements of NFPA 72. 3007.8 Electrical power. The following features serving each fire service access elevator shall be supplied by both normal power and Type 60/Class 2/Level 1 standby power: 1. Elevator equipment. 2. Elevator hoistway lighting. 3. Ventilation and cooling equipment for elevator machine rooms, control rooms, machine spaces and control spaces. 4. Elevator car lighting. 3007.8.1 Protection of wiring or cables. Wires or cables that are located outside of the elevator hoistway and machine room and that provide normal or standby power, control signals, communication with the car, lighting, heating, air conditioning, ventilation and fire-detecting systems to fire service access elevators shall be protected by construction having a fire-resistance rating of not less than 2 hours, shall be a circuit integrity cable having a fireresistance rating of not less than 2 hours or shall be protected by a listed electrical protective system having a fireresistance rating of not less than 2 hours. Exception: Wiring and cables to control signals are not required to be protected provided that wiring and cables do not serve Phase II emergency in-car operations.

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3007.9 Standpipe hose connection. A Class I standpipe hose connection in accordance with Section 905 shall be provided in the interior exit stairway and ramp having direct access from the fire service access elevator lobby. 3007.9.1 Access. The exit enclosure containing the standpipe shall have access to the floor without passing through the fire service access elevator lobby.

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