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ARCH 3502 – Hill Bank Building Program Spring 2013 A1.2_BankBuildingProgramBook_FA13.docx 1 of 10 Assignment 1.2: Bank Building Program ARCH 5901 Instructor: Glenn Hill TASK: Develop a program for a mid-rise Investment Bank. Include diagrams and images on the Tectonic, Cultural, Social and Aesthetic of the project. Through diagramming and annotated images explain and analyze the building systems, code, spatial needs and site conditions for the design and development of a Mid-Rise Office Building. Remember the emphasis is on the analysis of the needs and qualities of the proposed Bank Building. This is not a report. The data and information you collected from your research and class activities should be developed into an analysis that explains the form, spatial needs and qualities necessary to design this Bank Building. Based on the previous exercises develop a series of diagrams that communicate the fundamental requirements for the design of the Bank Building. The booklet shall include diagrams of the information and data set out in Appendix A, which includes but is not limited to 1) concepts and principles of the architecture’s structure and tectonics; 2) all the code and life safety requirements for this building type; and 3) all the critical information and analysis to understand the spatial needs and site conditions for the design. Use only hand drawn diagrams and annotated images. Annotation may be typed. You may use grid paper, but no straight edge to draw diagrams. All diagrams, sketches and text shall be your own work. All diagrams shall have a title, description and citation. Include a complete bibliography used to develop these diagrams and the analysis. Use proper citation on all images, text and ideas used in this booklet. All images shall have a title, citation and a short description communicating the relevance of the image to your analysis. Organize your booklet based on the Table of Contents in Appendix A. Use a 8.5 x 11 portrait format with 2 each 5” x 8” diagram cards on each page. Scan and scale your 5” x 8” analog diagrams as needed to include them into the book. The book shall be composed, using good principles of graphic design. Compose the book either in InDesign, Adobe Illustrator, Microsoft Word. Publish the document to a PDF file format and post on the course server. Name the file: LastName_A1.2_BankBuilding_Program_FA13.pdf.

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ARCH 3502 – Hill Bank Building Program Spring 2013

A1.2_BankBuildingProgramBook_FA13.docx 1 of 10

Assignment 1.2: Bank Building Program ARCH 5901 Instructor: Glenn Hill

TASK: Develop a program for a mid-rise Investment Bank. Include diagrams and images on the

Tectonic, Cultural, Social and Aesthetic of the project. Through diagramming and annotated

images explain and analyze the building systems, code, spatial needs and site conditions for the

design and development of a Mid-Rise Office Building.

Remember the emphasis is on the analysis of the needs and qualities of the proposed Bank

Building. This is not a report. The data and information you collected from your research and

class activities should be developed into an analysis that explains the form, spatial needs and

qualities necessary to design this Bank Building.

Based on the previous exercises develop a series of diagrams that communicate the

fundamental requirements for the design of the Bank Building.

The booklet shall include diagrams of the information and data set out in Appendix A,

which includes but is not limited to 1) concepts and principles of the architecture’s

structure and tectonics; 2) all the code and life safety requirements for this building

type; and 3) all the critical information and analysis to understand the spatial needs and

site conditions for the design.

Use only hand drawn diagrams and annotated images. Annotation may be typed. You

may use grid paper, but no straight edge to draw diagrams.

All diagrams, sketches and text shall be your own work.

All diagrams shall have a title, description and citation.

Include a complete bibliography used to develop these diagrams and the analysis.

Use proper citation on all images, text and ideas used in this booklet.

All images shall have a title, citation and a short description communicating the

relevance of the image to your analysis.

Organize your booklet based on the Table of Contents in Appendix A.

Use a 8.5 x 11 portrait format with 2 each 5” x 8” diagram cards on each page.

Scan and scale your 5” x 8” analog diagrams as needed to include them into the book.

The book shall be composed, using good principles of graphic design.

Compose the book either in InDesign, Adobe Illustrator, Microsoft Word.

Publish the document to a PDF file format and post on the course server. Name the file:

LastName_A1.2_BankBuilding_Program_FA13.pdf.

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ASSIGNMENT 1.2 – Bank Building Program GRADING SHEET: NAME:_______________________________________________________________________

DATE: ________-________- ________ GRADE: _______ Each diagram will be evaluated based on:

1. Analysis. The analytical acumen of the diagram. 2. Design information or the ability of the diagram to inform the design process. 3. Clarity of thought or idea. 4. Graphic Quality. 5. Diagram, Title, Description and Citation.

Based on the criteria above each diagram is evaluated using the 3 metric rubric explained below:

X – No diagram.

Check Minus – Below Expectations. The diagram failed to meet the expectations of the instructor in two or more of the criteria listed below.

Check – Met Expectations. The diagram met the expectations of the instructor in at least four of the criteria above.

Check Plus – Exceeded Expectations.

Additional credit of up to 5 points will be given for quality composition of the Program. Numerical Grades between 0-100 will be given to the Poster based on the number of check minuses, checks, and check pluses given to the diagrams and total number of diagrams. This grading will be adjusted based on an overall subjective evaluation of the content by the instructor.

General Grading Criteria. A - Superior/Excellent - Accurate and complete work that exceeds the level and requirements requested by the instructor. Consistently showing scholarly initiative, innovation, attempts, discrimination and discernment. B - Above Average - Accurate and complete work meeting the requirements of the instructor, and exceeding the level requested in a few. Often showing scholarly initiative, innovation, attempts, discrimination and discernment. C - Average - Accurate and complete work meeting the requirements of the instructor and requiring minimal corrections. Work satisfactory, but needs improvement. Inconsistently showing scholarly initiative, innovation, attempts, discrimination and discernment. D - Unsatisfactory - Work that is often inaccurate or incomplete, not meeting the minimum requirements of the instructor. Rarely showing scholarly initiative, innovation, attempts, discrimination and discernment. F - Unacceptable - work that is unacceptable therefore not defined.

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ATTACHMENT A:

Diagram all of the programming requirements below. Include annotations, title and diagram descriptive text. Include annotated images as needed. This list may be added to or amended as we work through the development of the design. The list below is intended to be a beginning point for design purposes not a final list of content. You are encouraged to ADD additional relevant information you feel will inform your design. Some of the required information below may need multiple diagrams to explain them. Also, some of

the required information may be included with other information to create one diagram.

List of Resources: Building Type Basics for Banks and Financial Institutions , H. L. Williams, Williams Spurgeon Kuhl & Freshnock Architects, Wiley,2010. (Williams) Architects Studio Companion, Allen & Iano, 3rd edition, Wiley, 2009. (Allen&Iano) Office Buildings, Kohn & Katz, 2nd edition, Wiley, 2002. (Kohn&Katz) Building Structures Illustrated, Ching, et.al., Wiley, 2009. (Ching01) Building Construction Illustrated, Ching, et.al., 4th edition, Wiley, 2008. (Ching02) Building Codes Illustrated, Ching, et.al., 3rd edition, Wiley, 2009. (Ching03) Climate Consultant 5.4, Murray Milne, software, UCLA, 2012. (Climate Consultant) Heating, Cooling, and Lighting, N. Lechner, 3rd edition, Wiley, 2009. (Lechner)

1. Title Page 2. Table of Contents (page numbers) 3. Site Conditions (Online and Site Visit)

a. Location diagram. City, Region, State, Country. (Plan) b. Site Plan – w/dimensions and setbacks. (Plan) c. Site Elevations & Section. d. Footprint of Base Building on site. (Plan & Elevation) e. Sun Path – Orientation to Site. Spring, Summer, Winter, Fall. (3D Vasari) f. Traffic Patterns and Entrance to the site. Mass transit, auto, pedestrian…. (Plan) g. Service entry into the building. Electrical, Water, Sewer, etc…. (Plan & Section) h. Other Context & Conditions – Surrounding conditions that will have an impact on the

design, such as neighboring buildings, traffic patterns, building facades, streets, etc. i. Public Space – Precedent images. j. Important Site Connections and Conditions (Plan)

2. Climatic Response. (Climate Consultant)

a. Psychrometric Chart. (Climate Consultant)

b. Climate-Responsive Design Guidelines. (Climate Consultant)

c. Daylighting - Illumination Range. (Climate Consultant)

d. Wind Rose. (Vasari)

e. Solar Radiation. (Vasari)

3. Building Requirements. (Project Givens; Allen& Iano; Kohn&Katz)

a. Project Givens b. Aesthetic Precedent Images. (4+ images of the Aesthetic you wish to achieve).

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c. General Description of the Building. d. Total Square footage and Number of Levels e. Floor to Floor and Floor to Ceiling Requirements. f. General square footage. Limits and Requirements. g. Occupancy Limits. h. Gross to Net.

4. Area Schedule–(Kohn&Katz; Allen&Iano) a. Area Schedule. A complete list of Spaces and Minimum Size Requirements. (Spreadsheet

or Table) 5. Core Space Requirements

a. Adjacency Diagram b. HVAC Piping Chase - 2’ x 4’ c. 2 Stairwells (per IBCode) d. Mechanical – ~40 s.f. – min. 5’ e. Data – Telecommunications - ~40 s.f. – min. 4’ f. Electrical – 10 s.f. – min. 2’ g. Janitor – 10 s.f. – min. 2’ h. Elevator – Machine Room-Less (MRL) (per IBCode and Schindler Brochure) i. Mens and Women’s Restroom (per IBCode)

6. First Floor Space Requirements (~3500 s.f.) a. Adjacency Diagram b. Bubble Diagram c. Entry Vestibule – ~ size and function. d. Provide Walk-up ATM. e. LOBBY - 1300 s.f. – 24’ x ?? f. Accessible Greeter Station (movable) g. Teller Pod (movable) h. Coffee Bar i. MotorBank Teller (Optional) - ~250 s.f. - j. Community Room – 1@ ~380 s.f. - min. 14’ x ?? k. Frost Room – ~640 s.f. - l. Personal Banker (PB) Workroom – 172 s.f. – 14’ x 12’ m. Customer Conference Room - 400 s.f. – 14’ x 12’ n. Safe Deposit Vault – ~170 s.f. – min. 8’ x ??

7. Second Floor Space Requirements (~3500 s.f.) a. Adjacency Diagram b. Bubble Diagram c. Open to Below (~1000 s.f.) d. Offices – 7 each - ~120 s.f. ~10’ x 12’ 2nd floor e. Administrative Office – Open Office Plan- 6 Stations - ~320 s.f. - ~6’ x 6’ f. Work/Copy – g. Security Closet h. HVAC Piping Chase - 2’ x 4’ i. Mens and Women’s Restroom (Alternative capacity)

8. Third Floor Space Requirements (~3500 s.f.) a. Adjacency Diagram b. Bubble Diagram c. Expansion/Lease Space (~1000 s.f.)

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d. Offices – 7 @ 12’ x 10’ (120 s.f.) 2nd floor e. Administrative Office – Open Office Plan – 6 Stations – f. Work/Copy – 2nd Floor g. HVAC Piping Chase - 4’ x 4’ h. Mens and Women’s Restroom

9. Structural Steel Frame System . (Allen&Iano; Ching01)

a. Code Construction Type and Limitations. (Text & Diagrams) b. Bay Layout - Preliminary. (Diagram) c. Component Sizes - Preliminary estimates. (Diagrams)

i. Primary, Secondary, Tertiary structure Components. ii. Roof Construction and depth.

iii. Floor Construction. iv. Foundation Construction.

10. Enclosure (Envelope) Wall Systems. ( Ching01; Ching02) a. Typical Glass Curtain Wall Systems. (Base Building. Basic parameters) b. Typical Roof Systems. (Base Building-Section Diagram) c. Typical Opaque Wall System. (Section Diagram) d. Alternative Types of Enclosure Systems.

e. Typical Wall section of base building. Alternative Wall Sections.

f. Three (3) Example Wall sections.

11. Interior Systems. (Ching02) a. Typical Opaque Interior Wall System. (Image Example) b. Typical Glazed Interior Wall System. (Image Example) c. Typical Ceiling System. (Image Example)

12. Mechanical Systems. (Allen & Iano; Ching02) a. Diagrammatic Layout of Mechanical System, (Base Building) b. Mechanical System – Variable Refrigerant Flow . c. HVAC Zoning Requirements. (Based on Variable Refrigerant Flow system) d. Selection Criteria. Advantages / Disadvantages. e. Major Components and Space –Function, Size, and Location. f. Vertical Distribution. Sizes and Spaces. Risers, Shafts, Cavities. g. Horizontal Distribution. Location, Sizes and Spaces.

13. Code Conformance. (Allen&Iano; Ching03)

a. International Building Code Requirements. (Diagrams & Tables)

b. Occupancy Group. Maximum Occupancy per S.F. & per Floor.

i. Construction Type.

ii. Egress Requirements.

iii. ADA Requirements.

iv. Other Code Requirements.

14. Electrical System. (Allen&Iano; Ching02)

a. Typical Systems diagram. (Allen & Iano)

b. Components and sizes.(Allen & Iano)

c. Space requirements.

d. Overhead or Underfloor Distribution system.

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15. Communication System. (Allen&Iano; Ching02) a. Types and Space Requirements.

16. Plumbing System. (Allen&Iano; Ching02) a. Restroom, Toilet fixture, Water Fountain Requirements. b. Plumbing Wall. c. Other Space requirements. d. Typical Layout. Minimum fixtures per floor.

17. Elevator Requirements. (Allen&Iano; Ching02) a. Size and Use. b. Elevator Lobby space requirements.

18. Parking and Delivery. (Allen&Iano; Ching03)

a. Occupancy Group

i. Minimum Parking Space Requirements. Typical Layout

ii. Minimum ADA. Typical Layout.

b. Total Parking. Size

19. Passive Design Strategies (Climate Consultant; Lechner; Allen&Iano )

a. Natural or Forced Ventilation. (diagrams)

i. Three design Strategies. (3)

b. Passive Cooling Strategies. (diagrams

i. Overhang depths required to shade façade, during cooling days.

ii. Three design Strategies. (3)

c. Passive Heating Strategies. (diagrams)

i. Overhang requirements to allow heat gain, during heating days.

ii. Three design Strategies. (diagrams)

d. Daylighting. (diagrams)

i. Recommended Illuminance level.

ii. Siting and Shape Considerations.

iii. Side lighting fenestration size.

iv. Top lighting fenestration size.

v. Window Heights & Light Penetration.

vi. Daylighting Strategy Wall Sections.

20. Precedent Poster Diagrams.

a. Enclosure

b. Mechanical

c. Interior

Bibliography and End Notes. List all resources you used to gather this information. Use Chicago or APA Style.

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Frost Bank – Space Requirements ARCH 5901 FALL 3013

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FROST BANK SPACE REQUIREMENTS

FIRST FLOOR (~3500 s.f.)

Entry Vestibule – size as needed. Provide Walk-up ATM.

LOBBY - 1300 s.f. – 24’ x ??

o Accessible Greeter Station (movable)

o Teller Pod (movable)

o Coffee Bar

o MotorBank Teller (Optional) - ~250 s.f. -

Community Room – 1@ ~380 s.f. - min. 14’ x ??

Frost Room – ~640 s.f. -

Personal Banker (PB) Workroom – 172 s.f. – 14’ x 12’

Customer Conference Room - 400 s.f. – 14’ x 12’

Safe Deposit Vault – ~170 s.f. – min. 8’ x ??

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Frost Bank – Space Requirements ARCH 5901 FALL 3013

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CORE

o HVAC Piping Chase - 2’ x 4’

o 2 Stairwells (per IBCode)

o Mechanical – ~40 s.f. – min. 5’

o Data – Telecommunications - ~40 s.f. – min. 4’

o Electrical – 10 s.f. – min. 2’

o Janitor – 10 s.f. – min. 2’

o Elevator – Machine Room-Less (MRL) (per

IBCode and Schindler Brochure)

o Mens and Women’s Restroom (per IBCode)

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Frost Bank – Space Requirements ARCH 5901 FALL 3013

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SECOND FLOOR (~3500 s.f.)

Open to Below (~1000 s.f.)

Offices – 7 each - ~120 s.f. ~10’ x 12’ 2nd floor

Administrative Office – Open Office Plan- 6 Stations -

~320 s.f. - ~6’ x 6’

Work/Copy –

Security Closet

HVAC Piping Chase - 2’ x 4’

Mens and Women’s Restroom (Alternative capacity)

THIRD FLOOR (~3500 s.f.)

Expansion/Lease Space (~1000 s.f.)

Offices – 7 @ 12’ x 10’ (120 s.f.) 2nd floor

Administrative Office – Open Office Plan – 6 Stations –

Work/Copy – 2nd Floor

HVAC Piping Chase - 4’ x 4’

Mens and Women’s Restroom

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MECHANICAL

Variable Refrigerant Flow (VRF) Multi-Zone Heat Pump

– Multi-Zone – (See attached Schindler 3300 MRL

Elevator Layout Brochure)

Ground Source Heat Pumps (See Fact Sheet)

Assume 1 ton (12,000 btus) per 1200 s.f.

Direct Outside Air System (DOAS) -

PLUMBING

Sprinkler System (per IB Code)

Men’s and Women’s Restrooms (all floors) (per IB Code)

Stand Pipe

DHW – Instant water heaters on each floor for

bathrooms, janitor and service sinks.

ELECTRICAL

Exterior Transformer Pad (Studio Companion)

Electrical Closet every floor ( approx. 30” x 6’)

Overhead Distribution

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Variable refrigerant flow systems

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Three Pipe Heat Pump System

simultaneous cooling and heating

Two Pipe Heat Pump System

cooling mode

Two Pipe Heat Pump System

heating mode

Outdoor Unit

Indoor Unit

Outdoor Unit

Indoor Unit

Outdoor Unit Indoor Unit

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Johnson Controls VRF features include:

• Multiple unit connectivity – up to 17 indoor units can be connected to one condensing unit.

• Advanced inverter controlled compressor technology - precisely matches the amount of refrigerant being delivered to each zone, providing consistent room temperature regardless of variations in load during the day.

• Responsive controls - provide immediate response to changes in zone loads.

As many options as you’ve got rooms to cool and heat.In buildings with multiple zones that require separate comfort controls, you need options. Johnson Controls Variable Refrigerant Flow (VRF) systems give you the heating and cooling flexibility you need, combined with the reliability and energy efficiency you expect from Johnson Controls. You get the freedom to create comfortable, efficient buildings, without being limited by ductwork runs.

Johnson Controls VRF systems offer multiple configurations for both new and existing buildings. Multi-zone temperature control allows the system to handle diverse heating and cooling loads, while giving occupants the ability to adjust temperature to satisfy their individual comfort needs. In addition, variable refrigerant flow heating and cooling uses energy efficiently, because VRF uses only refrigerant without air or water as a heat transfer medium.

Johnson Controls VRF is ideal for commercial office buildings subject to diverse loads and varying occupant levels. Also, the VRF system is perfect for schools, hotels, nursing homes and other commercial living spaces where occupants will want either heating or cooling at the same time. In all cases the system runs quietly, for a comfortable, productive environment.

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LonWorks® is a registered trademark of Echelon Corporation.BACnet® is a registered trademark of the American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE).

Printed on recycled paper.

© 2010 Johnson Controls, Inc. P.O. Box 423, Milwaukee, WI 53201 Printed in USA PUBL-6595www.johnsoncontrols.com

Johnson Controls VRF Systems:

Outdoor units• Range from 3-12 tons

• 208/230 volt — three-phase power supply (mini heat pump: single-phase)

• Modular design for increased capacity from compact footprint

• Environmentally responsible R-410A refrigerant

• Maximum piping lengths up to 984 feet

• Up to 40 indoor units can be connected

Indoor units• Range from 7,500-48,000 btu

• 208/230 volt — single-phase power supply

• Ceiling, wall and floor mounted models available

• Concealed, semi-concealed and exposed models available

• Environmentally responsible R-410A refrigerant

Controls• Remote unit controls

• Network controls

• Network portal that supports BACnet®, LonWorks® and Johnson Controls N2 protocols

ceiling concealed horizontal

wall mount exposed

ceiling semi-concealed

mini heat pump heat pump concurrent heating/cooling

twinned unit

intelligent controller

system controller

wireless remote

simplified wired remote

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Schindler 3300 MRL Traction ElevatorGeneral PurposeStandard Speeds: 100, 150 fpm (0.5, 0.75 m/s)Openings: 8 FrontTravel: Up to 98’-5” (30.0 m)

Schindler Passenger Elevators

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2 Schindler 3300 MRL Layout Data

Schindler 3300 MRL Traction ElevatorGeneral PurposeStandard Speeds: 100, 150 fpm (0.5, 0.75 m/s)Openings: 8 FrontTravel: Up to 98’-5” (30.0 m)

Section and plan view

Front entrance only Front entrance only, two-speed side opening (2SSO)

Front entrance only, single-speed center opening (SSCO)

F

A

A

F

D

D

GB

B G

E

E

C I

J

H

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3Schindler 3300 MRL Layout Data

Machine room-less traction elevator with frequency-controlled drive

Capacity 2100 – 3500 lbs, 14 – 23 passengers

Capacity Passengersmax.

Speed Numberof stops

max.

Availableentrances

max.

Car Door Shaft Travel height max.

lbs (kg)

fpm(m/s)

Ain

(mm)

Bin

(mm)

Cin

(mm)

Din

(mm)

Ein

(mm)

F (iii)

ft (mm)

Gft

(mm)

Hft

(mm)

I (iv)

ft (mm)

J (vi)

ft (m) /FPM (m/s)

2100 (950)

14100/150 (.5/.75)

8 Front only5’-9 3/8”(1761)

4’-4 7/8”(1343)

7’-9”(2366)

2SSO3’

(915)7’

(2134)7‘-4“

(2235)5‘-9“

(1755)5‘-0“

(1524)12‘-7“ (3835)

59’ (17.7) / 100 (.5)98’-5” (30.0) / 150 (.75)

2500 (1135)

17100/150 (.5/.75)

8 Front only6’-9 3/8”(2066)

4’-4 7/8”(1343)

7’-9”(2366)

2SSO3’-6”

(1067)7’

(2134)8‘-4“

(2540)5‘-9“

(1755)5‘-0“

(1524)12‘-7“ (3835) 59’ (17.7) / 100 (.5)

98’-5” (30.0) / 150 (.75)SSCO

3’-6”(1067)

7’(2134)

8‘-4“ (2540)

5‘-9“ (1755)

5‘-0“ (1524)

12‘-7“ (3835)

3000 (1360)

20100/150 (.5/.75)

8 Front only6’-9 3/8”(2066)

4’-10 7/8”(1495)

7’-9”(2366)

2SSO3’-6”

(1067)7’

(2134)8‘-4“

(2540)6‘-3“

(1905)5‘-0“

(1524)12‘-7“ (3835) 59’ (17.7) / 100 (.5)

98’-5” (30.0) / 150 (.75)SSCO

3’-6”(1067)

7’(2134)

8‘-4“ (2540)

6‘-3“ (1905)

5‘-0“ (1524)

12‘-7“ (3835)

3500 (1590)

23100/150 (.5/.75)

8 Front only6’-9 3/8”(2066)

5’-6 7/8”(1699)

7’-9”(2366)

2SSO3’-6”

(1067)7’

(2134)8‘-4“

(2540)6‘-11“ (2110)

5‘-0“ (1524)

12‘-7“ (3835) 59’ (17.7) / 100 (.5)

98’-5” (30.0) / 150 (.75)SSCO

3’-6”(1067)

7’(2134)

8‘-4“ (2540)

6‘-11“ (2110)

5‘-0“ (1524)

12‘-7“ (3835)

A Inside cab widthB Inside cab depthC Inside cab height

2SSO 2-speed side opening (i)SSCO Single speed center

opening

D Door WidthE Door Height

F Shaft widthG Shaft depthH Pit depthI Overhead

Notes:(i) 2SSO doors available with right or left opening.(ii) Duplex operation available. (iii) For areas in seismic zone 2 or greater, provide additional 2” (50 mm) on the F dimension.(iv) Clear overhead is defi ned as the lowest point below any obstruction such as: hoist beam(s), building beams, or roof structure.(v) Where permitted by code, no control closet is required. A 3-phase and 110v disconnect must be located in both the hoistway overhead and a location in the building outside of the

hoistway. This is not required to be an elevator-dedicated space.(vi) Travel height max. varies depending on speed (FPM) and capacity (lbs).

Doortype

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Schindler has received renewal to ISO 14001:2004 and ISO 9001:2008 certifi cates.

Schindler is a member organization of theU.S. Green Building Council.

Schindler prints with vegetable-based ink on paper containing post-consumer waste fi ber.

Schindler 3300 MRL Traction ElevatorGeneral PurposeStandard Speeds: 100, 150 fpm (0.5, 0.75 m/s)Openings: 8 FrontTravel: Up to 98’-5” (30.0 m)

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General requirementsRequirements for installation vary by type of equipment selected. These general requirements assist you in preparing your building for the installation of Schindler elevators. All designs, clearances, construction, workmanship and materials, unless specifi cally excepted, shall be in accordance with the requirements of the latest published ASME A17.1 Code for electric traction elevators plus applicable building code and local codes. State or local requirements must be used if more stringent.

Items to be provided — A complete installation includes the following items not included in the elevator contract:

1. Clear, plumb hoistway, with variations on a minimum dimension hoistway not to exceed –0” and +1” (25.4 mm) per side at any point. Tolerance may increase to variations not to exceed –1” (–25.4 mm) and +1” (25.4 mm) per side at any point when an additional 2” (50.8 mm) is provided on the hoistway width dimension..

2. Two-hour fire resistance of hoistway walls or rating to meet applicable local codes. 75° bevel guards on all projections, recesses or setbacks over 4” (102 mm) except on side used for loading or unloading. The overhead machinery space temperature at top of hoistway to be maintained between 32° F (0° C) and 110° F (43° C) and < 95% relative humidity, non-condensing.

3. Supports for rail brackets at pit, each floor and one or two locations above top floor in the overhead (application dependent). Divider beams between hoistways at each floor level and one or two locations above top floor in the overhead for guide rail bracket supports. Locate per layout. For masonry block hoistway construction, Schindler will provide rail bracket inserts for installation by others, located per the Schindler final layout drawings. Where inserts are not used, hollow masonry blocks are not acceptable for bracket fastening. Provide 125 mm (5”) concrete belt around hoistway or other acceptable support at each floor, in overhead, and intermediate levels (if required). For max. rail bracket vertical spacing, contact your local sales representative.

4. Supply hoist/safety beam for elevator construction and service work. Beam to run across the width of the elevator shaft. Locate per layout. Hoist beam to be left in place after elevator installation.

5. A temporary work platform is required for installation. It is to be constructed at the top floor of each elevator. It must comply with applicable governing codes and regulations. The platform shall be securely fastened to the building structure. Erection, maintenance, and removal are by others. (Reference Schindler drawing TD440.)

6. Lighting, light switch and duplex receptacle (GFCI) for each elevator, in the center of hoistway pit and in the elevator overhead/machinery space, as indicated by Schindler. The pit light switch located adjacent to access door.

7. Recesses, supports, and patching, as required, to accommodate hall button boxes, signal fixtures, etc. (if required).

8. All barricades outside elevator hoistways or between elevators inside hoistways.9. Dry pit reinforced to sustain normal vertical forces from rails and buffers. 10. Drains & sumps in elevator pits, where provided, shall comply with the plumbing code, and shall

be provided with a positive means to prevent water, gases and odors from entering the hoistway. The cover must be secured and level with the pit floor and located to clear elevator equipment. (Cannot be connected directly to storm drain or sewer.)

11. Pit ladders shall be provided where required.

Inspection and test panel 12. A switch placed adjacent to the jamb-mounted inspection and test panel enclosure shall control

lighting in front of the panel. Minimum lighting to be 200 lux (19 fc).13. A lockable, 13 1/2” x 15 1/2” x 3 1/2” metal cabinet with group-1 key provided by Schindler to

house the required electrical schematics and maintenance history documents, shall be wall-mounted, adjacent to the disconnect switch, by others, preferably at the top landing.

14. Provide, preferably on the same floor as the elevator inspection and test panel, a lockable panel with a fused disconnect switch or circuit breaker suitable for 3-phase power for the elevator control, and a fused disconnect switch or circuit breaker for car lighting for each elevator in a separate lockable panel adjacent to the 3-phase panel or within the 3 phase panel. The panel(s) must be accessible to qualified personnel only (NEC NFPA req. 620.51[C]) with a Group 2 key (ASME A17.1 req. 8.1.3). Alternative locations for the panel(s) can be considered, provided they are located in accessible areas without obstructions to qualified personnel in compliance with NEC NFPA req. 620.51(C). Locate and mark the panels and disconnects with appropriate signage, (NEC NFPA 70 req. 620-22 and 620-51, or CSA C22.1-02 sections 38-022 and 38-053). The disconnects or circuit breakers may also be located without panels in a Group 2 key-secured

room identified and dedicated to elevator apparatus only, and in all cases must be capable of being locked in the open position with a lock that cannot be removed from the devices or panel(s). FOR DRIVE IN HOISTWAY CONFIGURATION ONLY: Electrical contractor to supply an additional lockable auxiliary non-fused disconnect in the hoistway at the location of the drive (motor controller), along with wiring from the main disconnect to the auxiliary disconnect (see also NEC NFPA 70 - 2008 req. 620.51[C]{1}). This disconnect must also be lockable in the open position with a secured lock that cannot be removed from the device.

Control spaces (When specified in lieu of an Inspection and Test Panel, a partial or full body entry space/room shall be provided.)15. Enclosed and protected control space at top landing adjacent to the hoistway wall closest to the

elevator hoist machine. Two-hour fire rating of control space walls or rating to meet applicable local codes.

16. Provide fire-rated, self-closing, self-locking door. Door must be capable of opening 180 degrees for access to control space.

17. 42” (1067 mm) minimum clear space is required in hallway in front of control space door and top hoistway entrance for service barriers. Additional hallway width may be required, subject to local building, fire and ADA codes.

18. The temperature in front of the control space must be maintained between 32° F (0° C) and 104° F (40° C) and less than 95% relative humidity, non-condensing, for proper operation of equipment.

19. Disconnects for each elevator must be provided per National Electrical Code (NFPA No. 70) and located inside the elevator control space.

Other wiring20. Suitable copper feeder, ground and branch wiring circuits for signal system and power operated

door. Feeder and branch wiring circuits for car light and fan.21. Telephone outlet provided at the inspection and test panel or in control closet (where applicable).22. All conduit and wire runs remote from either the control space or hoistways (if required).23. Heat, smoke or products of combustion-sensing devices connected to elevator control space

terminals when such devices are required.

Emergency provisions24. Elevator Firefighter’s and other emergency services, depending on height of the building or num-

ber of landings, per ASME A17.1 Rule 2.27.3 and local codes.25. Elevator Firefighter’s and other emergency services’ wiring and interconnections to automatic

sprinkler systems or heat and smoke-sensing devices furnished by others.26. When emergency/standby power operation of elevators is required, the Electrical Contractor

should coordinate with Schindler for operation requirements.27. Provisions for earthquake protection, dictated by building code, are required in various sections

of the country.

Entrances28. Hoistway walls must have a fire rating per ASME A17.1 Rule 2.1.1.1.29. Furnishing, installing and maintaining the required fire rating of elevator hoistway walls,

including the control spaces and also the penetration of fire wall by elevator fixture boxes (if applicable), is not the responsibility of the elevator contractor.

30. The interface of the elevator wall with the hoistway entrance assembly shall be in strict compliance with the elevator contractor’s requirements.

31. Entrance wall and finished floor are not to be constructed until after door frames and sills are in place.

a. Where front walls are of reinforced concrete, the concrete openings must be minimum 16” (406 mm) wider [8” (203 mm) on each side] and 8” (203 mm) higher than the clear opening.

b. Where drywall or sheet rock construction is used for front walls, it shall be of sufficient strength to maintain the doors in true lateral alignment. Drywall contractor to coordinate with the elevator contractor. Note: A support member must be provided for floor heights greater than 15’-0” (4572 mm) to support entrance header struts.

c. Door frames are to be anchored to walls and properly grouted in place to maintain legal fire rating (masonry construction).

32. Filling and grouting around entrance by others.33. Where openings occur, all walls and sill supports must be plumb.

U.S. Headquarters. Morristown, New JerseyTel. 973.397.6500www.us.schindler.com

Canada Headquarters. Scarborough, OntarioTel. 416.332.8280www.ca.schindler.com