Appendix book

0 54

590

590

0

58

0

57

0

56

0

55

0

54

570

560

0

53

0 52 10 5 0 50 0 49 0 48

550

540

0

47

0 45 460 0 430 44 0 42 0 41 0 40

530

0

39

520 51

0

37

NS

0

36

0

35

HE

0

0

38

EP

48

50 49 0 0

0

330

R O EV TR

400

0

30

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ol o h 0 1 3 Sc 0 y t i rs dio 1 e v i n tu U S e n tat D30e0 sig 13 S nd ural 290 ll 20 a l t Por hitect 6: Fa Arc CH 58 AR

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320

290

330

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360 350 340

0

34

320

ST

0 47 0 46 0 45 40 4

0

580

Appendix

310

3D View Ext Perspective

Portland State University School of Architecture

Appendix NAAB SPC A.5. - Investigative Skills

Trevor Stephens

2

ARCH 586 Integrated Systems | Fall 2013 1

Diagrams, Drawings, & Graphs Misc Sustainability Diagrams Misc Diagrams Foundation Diagrams Restroom Drawings Whether Charts Misc Maps

3-4 5 6 7 8-9 10-11

Resources Dayton Metal Products Catalog CompuSite Raised Flooring Hunt Radiators Eugene Sand & Gravel - Post Tension Slabs Geothermal heating & cooling systems by GeoTility Mid-American Elevator Company Oregon Iron - Industrial & Metal Fabrication Company Williams Form Engineering Corp - PT Slab

12-27 28-30 31 32 33 34-35 36 37-38

Sidwell Friends Middle School Miller Hull (with SERA Architects)

NAAB SPC A.5. - Investigative Skills

39-45 46

Trevor Stephens

Case Studies

ARCH 586 Integrated Systems | Fall 2013 2

Trevor Stephens NAAB SPC A.5. - Investigative Skills

ARCH 586 Integrated Systems | Fall 2013 3

Trevor Stephens NAAB SPC A.5. - Investigative Skills

ARCH 586 Integrated Systems | Fall 2013 4

Trevor Stephens NAAB SPC A.5. - Investigative Skills

ARCH 586 Integrated Systems | Fall 2013 5

Trevor Stephens NAAB SPC A.5. - Investigative Skills

ARCH 586 Integrated Systems | Fall 2013 6

Trevor Stephens NAAB SPC A.5. - Investigative Skills

ARCH 586 Integrated Systems | Fall 2013 7

Trevor Stephens NAAB SPC A.5. - Investigative Skills

ARCH 586 Integrated Systems | Fall 2013 8

Trevor Stephens NAAB SPC A.5. - Investigative Skills

ARCH 586 Integrated Systems | Fall 2013 9

Trevor Stephens

Soil

NAAB SPC A.5. - Investigative Skills

ARCH 586 Integrated Systems | Fall 2013 10

Drainage

Trevor Stephens

Percent Slope

NAAB SPC A.5. - Investigative Skills

ARCH 586 Integrated Systems | Fall 2013 11

Larry J. King, Jr. – National Sales Manager Mobile: 716-969-8436 – Toll-Free: 800-626-VENT (8368) – Fax: 716-665-6903 Email: ljking@daytonmetalproducts.com 84 Hopkins Avenue – P.O. Box 580 – Jamestown, NY14702-0580

12

D AY TO N OPE RATOR G E N E RA L D ATA

There are two distinct types of mechanical operators suitable for use with industrial sidewall windows – the torsion lever arm type and the rack and pinion type. Both consist of a worm and gear power actuating a revolving horizontal pipe shaft. In either type the power may be controlled by means of:

All oil enclosed type powers are equipped with machine cut steel worms and mounted between ball thrust bearings.

Worm gears are machine cut iron.

Refer to tables of limits shown on plate drawings 1400-21, 1800-23, for lever arm type and 1400-22, 1800-21 and 1800-22 for rack and pinion type.

(1) A chain wheel with a continuous chain extending to within 2'-0" of the floor.

(2) A vertical pipe shaft with handwheel attached to the lower end approximately 4'-0" above floor.

Right angle transmission gears are furnished only with machine cut steel miter gears and enclosed in oil tight housing.

(3) A vertical pipe shaft extending to a miter gear box controlled by handwheel or detachable crank handle at miter gear box located approximately 4'-0" above floor.

Crank or handwheel controlled miter gear boxes are available in either dust or oil enclosed types.

Chain wheel type powers are recommended for single runs only. For multiple runs, that is parallel lines of operators located one above the other and controlled from one station, use vertical shaft control with handwheel at miter gear box. In the latter case, use one power at each horizontal shaft.

The above is common to both types of operators and the following outline describes the principal difference and respective advantages.

A–TORSION LEVER ARM TYPE

If chain wheel control is required for multiple runs, use one right angle transmission gear-box at each horizontal shaft plus one power per group. Vertical shafting is required to connect the right angle transmissions. This arrangement should only be used when building conditions make it impossible to use vertical shaft and miter gear control.

1. Force is transmitted from horizontal shaft to ventilators by means of malleable iron lever arms, and steel connecting bar.

2. Provides adequate control for short runs, although lever arm design develops more torsional stress in the horizontal shaft than that of rack and pinion design.

Therefore, a finer adjustment is required to obtain tight closing of ventilators farthest removed from the power.

Universal joints may be used to offset vertical shafts.

Degree of offset should never exceed 35 degrees.

3. The use of oil enclosed powers increases the capacity of this operator a little, also provides easier and smoother operation.

Horizontal shafts at right angles to each other may be controlled from a single power, provided that a right angle transmission gear box is used at the junction. This arrangement should be confined to short runs. Consult Home Office whenever necessary to use this arrangement.

4. This type of operator is most economical for short runs of windows.

B–RACK & PINION TYPE

Generally, horizontal and vertical shafts are of 1-5/16" O.D. standard pipe coupled together with malleable iron or steel sleeve couplings. Standard practice is to attach the lever arms or rack arms to the hardware bracket located at the bottom of pivoted, top hinged and projected down and out ventilators. Arms are attached to the top of ventilators that are bottom hinged or projected up and in types only, or where clearance for arms is restricted, such as in craneways, etc.

1. Force is transmitted from horizontal shaft to ventilators by means of a reinforced pinion set screwed to the shaft and a rack arm held in mesh with the pinion by a floating steel yoke.

2. Provides very accurate control for any length of run within table of limits. This design develops minimum torsional stress and is most efficient type of operator.

All shaft hangers are roller bearing type and adjustable to compensate for variation in building construction. Hangers are located at each sash mullion and intervals not to exceed 8'-0" on centers along the walls should any occur between the extremities of the individual runs of operators. For hanger details see plate drawing 204-21.

3. The use of oil enclosed type powers increases the capacity of this operator considerably also provides easier and smoother operation.

4. This type of operator is most economical for long runs of windows.

The gear ratio for the 1400 series power is 20 to 1. The gear ratio for the 1800 series powers is 30 to 1.

1

1¾

STANDAR D S PECI F I CAT I ON FO R

T O R S I O N , LEV E R AR M OPE RATOR P LAT E S No. 1400-21 – 1800-23

All windows as indicated on drawings and marked “mechanically operated” shall be equipped with Dayton torsion lever arm operators as manufactured by DAYTON METAL PRODUCTS.

OIL ENCLOSED MITER GEAR AND VERTICAL SHAFT CONTROL Provide oil enclosed type miter gear box and vertical shaft control as indicated on the drawings. Bevel gears shall be machine cut steel and mounted in grey iron housing of grease tight design for direct attachment to the building construction, approximately 4'-0" above the floor level. Gear boxes shall be packed with sufficient grease at the factory and shall be provided with handwheels or removable cranks as directed by the architect. Vertical shaft shall be not less than 1-5/16" O.D. standard steel pipe and shall be supported with steel roller-bearing brackets at intervals not to exceed 6'-0" on centers. Provide universal joints as required to change direction of vertical line to clear building construction. Change in direction of vertical line shall not exceed 35 degrees at any universal joint.

OIL ENCLOSED POWERS Powers shall be of the oil enclosed, worm and gear type.

Worms shall be machine cut steel. Gears shall be machine cut iron. Ball thrust bearings shall be mounted at each end of the worm stems. Housing shall be grey iron carefully machined and fitted with gasket between lid and box to assure a grease tight box. All powers shall be packed with sufficient grease at the factory at time of assembly. Provide steel brackets for mounting powers to the building construction.

OPERATING LINE Horizontal line shall consist of steel pipe· shaft to which shall be attached malleable iron lever arms. Steel connecting rods, 1/4" x 1", shall be provided between the ends of lever arms and clips attached to the ventilators. Steel pipe shafts shall be not less than 1-5/16" O.D. standard pipe. Provide steel, roller-bearing type bracket hangers at window mullions and at intervals not to exceed 8'-0" on centers for the full length of each horizontal shaft.

DIRECT HANDWHEEL CONTROL Provide direct handwheel control where the powers are within easy .reach from the floor or as indicated on the drawings. Handwheel shall be attached direct to the worm stem of the power.

FACTORY FINISH All operators to receive one coat of powder primer.

CONTROLS Specify only one of the following types of control.

CHAIN WHEEL CONTROL Powers shall be fitted with chain wheels and guards.

Power shall be exerted by a heavy steel, continuous chain extending from chain wheel to within 2'-0" from the floor level of the control station. Furnish single or double idlers as may be necessary for chain to clear building construction.

2

14

Note: No. 1200 Miter Gear Box replaced by No. 217-A

1400-21

LEVER ARM SASH OPERATORS

PIVOTED AND PROJECTED SASH 3

15

1800-23

LEVER ARM SASH OPERATORS

PIVOTED AND PROJECTED SASH 4

16

STANDAR D S PECI F I CAT I ON FO R

RA CK & P INI O N OPE RATOR

P L AT E S 1400-22 – 1800-21 – 1800-22 All windows as indicated on drawings and marked “mechanically operated” shall be equipped with Dayton rack and p1mon type operators as manufactured by the DAYTON METAL PRODUCTS.

direct attachment to the building construction, approximately 4'-0" above the floor level of the control station. Miter gear boxes shall be provided with hand-wheels or removable cranks as directed by the architect. Vertical shaft shall be not less than 1-5/16" O.D. standard steel pipe and shall be supported with steel roller-bearing brackets at intervals not to exceed 6'-0" on centers. Provide universal joints as required to change direction of vertical line to clear building construction. Change in direction shall not exceed 35 degrees at any universal joint.

MANUALLY CONTROLLED OIL ENCLOSED POWERS Powers shall be of the oil enclosed, worm and gear type.

Worms shall be machine cut steel. Gears shall be machine cut iron. Ball thrust bearings shall be mounted at each end of the worm stem. Housings shall be grey iron carefully machined and fitted with gasket between lid and box to assure a grease tight box. All powers shall be packed with sufficient grease at the factory at time of assembly. Provide steel brackets for mounting powers to the building construction.

OIL ENCLOSED MITER GEAR AND VERTICAL SHAFT CONTROL Provide oil enclosed type miter gear box and vertical shaft control as indicated on the drawings. Bevel gears shall be machine cut steel and mounted in grey iron housing of grease tight design for direct attachment to the building construction, approximately 4'-0" above the floor level. Gear boxes shall be packed with sufficient grease at the factory and shall be provided with handwheels or removable cranks as directed by the architect. Vertical shaft shall be not less than 1-5/16" O.D. standard steel pipe and shall be supported with steel roller-bearing brackets at intervals not to exceed 6'-0" on centers. Provide universal joints as required to change direction of vertical line to clear building construction. Change in direction of vertical .line shall not exceed 35 degrees at any universal joint.

OPERATING LINE Horizontal line shall consist of steel pipe shaft to which shall be attached grey iron pinions which are meshed with steel rack arms, the ends of which are attached to the ventilators.

Steel pipe shaft shall be not less than 1-5/16" O.D. standard pipe. Provide steel, roller-bearing type bracket hangers at window mullions and at intervals not to exceed 8'0" on centers, for the full length of each horizontal shaft.

RACK ARMS

DIRECT HANDWHEEL CONTROL

Steel rack arms shall be fabricated from 1/4" x 1" flat bars accurately cut to mesh with reinforced grey iron pinion.

Arms to be held in mesh with pinion by floating steel yoke.

Provide one arm for horizontally pivoted vents and two arms for all projected and top pivoted vents.

Provide direct handwheel control where the powers are within easy reach from the floor or as indicated on the drawings. Handwheel shall be attached direct to the worm stem of the power.

FACTORY FINISH

CONTROLS

All operators shall receive one coat of powder primer.

Specify only one of the following types of control.

SPECIAL RACK ARM INFORMATION

CHAIN WHEEL CONTROL

We also manufacture heavy duty rack arms fabricated from

Powers shall be fitted with chain wheels and guards.

Power shall be exerted by heavy steel, continuous chain extending from chain wheel to within 2'-0" from the floor level of the control station. Furnish double or single idlers as may be necessary for chain to clear building construction.

1/4" x 1-1/4", 5/16" x 1-1/4" Flat Racks 3/4" x 1-1/4" x 1/4" Tee Racks Straight or Curved as required.

DUST PROOF MITER GEAR AND VERTICAL SHAFT CONTROL Provide dust proof miter gear and vertical shaft control, as indicated on the drawings. Bevel gears shall be grey iron, and shall be mounted in dust proof grey iron box designed for

5

17

Note: No. 1200 Miter Gear Box replaced by No. 217-A

1400-22

RACK & PINION SASH OPERATORS

PIVOTED AND PROJECTED SASH 6

18

1800-21

RACK & PINION SASH OPERATORS

PIVOTED AND PROJECTED SASH 7

19

1800-22

RACK & PINION SASH OPERATORS

PIVOTED AND PROJECTED SASH 8

20

EL ECT RI C A LLY C ONTR OLLED P LATE No. 1800-26

MOTORS

LIMIT SWITCHES

All motors shall be ample horsepower, 230/460 volt, 60 hertz, 3 phase totally enclosed, ball bearing, low slip type with high starting torque. Connections from motor to power shall be by means of roller chain drive.

Shall be rigidly attached to each operating power to automatically cut off current when the window reaches a fully open or closed position.

PUSH BUTTON STATIONS

Motor, limit switch, timing gears and power shall be assembled in shop, and shipped to the building site as one complete unit.

With “Open” “Close” “Stop” buttons of substantial construction shall be provided.

REVERSING SWITCH PANELS Shall be enclosed in steel boxes and so designed that the manipulation of the push buttons will stop or start the movement of the sash in opening or closing at any point.

9

21

1800-26

RACK & PINION MOTORIZED OPERATORS

PIVOTED AND PROJECTED SASH T. H. CONT. SASH 10

22

STANDAR D S PECI F I CAT I ON EXPL OSI ON R ELE A S E OPE RATO R S FO R

TOP P I V OT ED AN D P R OJEC T OU T W IN D OWS EXPLOSION RELEASE PINIONS

All sash as indicated on drawings and marked “mechanically operated� shall be equipped with Dayton explosion release operators as manufactured by DAYTON METAL PRODUCTS.

PLATE NO. 203-21 Provide explosion type pinion with teeth heavily reinforced.

Pinions must turn free and also slide horizontally on the horizontal shaft. One member of the toothed automatic clutch shall be attached rigidly to the pinion, the other member of the clutch shall be attached rigidly to the horizontal shaft. Under normal conditions, the clutch teeth are held in mesh by a compression coil spring. Pinions shall be set so in the event of an explosion the pressure on the vent will put sufficient pull on the rack and pinion to overcome the pressure of the coil spring and friction teeth, allowing the racks to run outward turning the pinion as it goes. As the force of explosion is dissipated, the clutch teeth shall mesh again and the vent held in an open position until closed by operating the power. Should vents in one portion of the run be blown open while others remain closed, the open vents may be closed by operating the power without disturbing or adjusting the operator in any way.

POWERS All powers to be totally enclosed in heavy grey iron case and equipped with machine cut steel worm operating between ball thrust bearings and driving machine cut cast iron worm gear. Powers shall be packed with sufficient grease to properly lubricate the working parts for long periods without attention. Power boxes and lids shall be carefully machined and fitted with gasket to prevent grease from leaking.

POWER MOUNTING Powers shall be mounted on steel brackets designed to suit the building construction.

CONTROLS Where chain control powers are specified furnish galvanized hand chain to reach within two feet of the floor.

Where handwheel control powers are specified furnish oil enclosed miter gear box with machine cut steel gears and 12" handwheel attached. Vertical shaft to be 1-5/16" O.D. pipe shaft and supported with roller bearing guides.

HORIZONTAL SHAFTING All shafting shall be 1-5/16" outside diameter black steel pipe in lengths required and coupled with external malleable iron couplings.

SHAFT SUPPORTS All shafting shall be supported by steel roller bearing hangers attached to vertical sash mullions and building construction. Shaft hanger shall be equipped with zinc plated steel rollers to assure free and easy movement of the shaft and reduce the friction to a minimum.

ARMS All rack arms to be of solid steel and operating in conjunction with reinforced pinion and held in mesh with floating steel yoke. Arms to be made from 1/4" x 1" bar steel, toothed on the convexed side and curved to conform with the arc of the window.

11

23

203-21

203-E EXPLOSION RELEASE ASSEMBLY

PIVOTED AND TOP HINGED SASH 12

24

204-21

ROLLER BEARING SHAFT SUPPORT DETAILS

PIVOTED AND PROJECTED SASH 13

25

1100-213

CHAIN IDLERS

PIVOTED AND PROJECTED SASH T. H. CONT. SASH 14

26

POW D E R P RI ME R FAC TORY FINIS H

1. Following cleaning, gearing elements are coated with a urethane polyester powder coat that provides protection against abrasion and corrosion.

2. Powder coating shall be applied by electrostatic spray.

3. The parts are baked at a temperature of 375ยบ F to completely cure the gray urethane polyester coating. The resulting coating provides a durable finish which is resistant to chipping, scratching and general abrasion experienced during the installation process.

4. After cooling, the components are ready for a field finish coat if desired.

5. Powder coatings are not intended for final finish coat.

15

27

Contact us today at info@compu-site.com or call

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Access Flooring Compu-Site Technologies, Inc. is committed to providing the highest quality access floor systems with high standards of quality in both workmanship and service. The foundation for Compu-Site Technologies, Inc. business is access floors. Our project managers, installation and service staff are experts in this field and are driven to providing unparalleled high quality standards of service.

Tate Access Floors:

Tate Access Floors, Inc. is the access floor industry leader in the United States. Tate Access Floors, Inc. is the sole domestic USA manufacturer of access floor panels of all steel welded construction with all rvaw materials harvested with the resultant stell produced within a 500 mile radius of the Tate Access Floors, Inc. manufacturing facilities in Red Lion, PA and Jessup, MD. Tate Access Floors, Inc. is the premiere name in the raised floor industry. Tate速 offers many styles of panel type to suit any budget and any application. A full range of panel types, grid systems and finishes is available to accommodate data center construction, open office areas, Dispatch centers, LAN rooms, and even "cleanroom" and MRI room applications.

FROM OUR CLIENTS

"

Our R&D team is constantly examining the latest manufacturing technologies and materials to improve future product offerings. As a result of Tate's dedication to quality,

Underfloor air affords the

our panels feature many attributes not found with any other manufacturer's products.

occupants a greater connection

Access floor panels of various strengths, factory laminated with a variety of finishes,

to the outdoor environment in a

combined with the required understructure system and accessories for airflow, ingress,

way that is just not possible with

egress, seismic zones, air sealing, etc. are available from Tate Access Floors, Inc. Whether

conventional systems.

you're involved with new construction or renovation, Tate is the leader in the industry and can provide a flexible, cost-efficient, and healthier environment to work in.

Roger Kingsland - Managing Partner,

28

KSBA Architects

Remanufactured Access Flooring: Does your existing access floor system have floor finishes that are separating from the panel creating an unsightly appearance and worse yet, a safety tripping hazard for your valued staff? We have the perfect cost effective solution for you. We can remove your existing access floor

CURRENT PROMOTION

panels from your existing gridwork and remanufacture them with a new floor finish, providing you with a one year

EVERSTONE BASEMENT SPECIAL!

SAVE 40%

limited warranty on that new finish. We have a panel loaner program specifically for these types of projects.

Contact any of our project managers to discuss your project.

Replacements For Existing Access Floor Systems:

on any of our 24 beautiful EverStone colors. Contact us

With the ever changing dynamics of office environments and IT systems and equipment, those panels with cutouts for accessories and power, voice and data cabling may no longer be needed. Do you need extra pedestal support assemblies? Many facilities existing access floor systems were manufactured and installed in the 1970's and 1980's.

The majority of those manufacturers have long been out of business and parts and pieces are difficult to find. If this sounds familiar call us and we can assist in the search for compatible replacement parts for your system. More times than not we're stocking the needed material in our local warehouse or we can locate your parts within 24 to 48 hours.

Buy and Sell: Compu-Site Technologies, Inc. stocks a wide variety of "used" access floor systems. We won't offer for resale any material that isn't structurally sound and any material that we wouldn't stand behind 100%. Looking for a value engineering alternative for that access floor project, call us to check for systems we have in stock available for immediate delivery and installation.

Before you call for the dumpster to dispose of your old access floor, give us a call and we'll tell you right away if that old system has any value.

Airflow Solutions:

Looking for solutions to your airflow problems in your facility? Tate Access Floors, Inc. has several types of airflow panels to fit into your Tate Access Floors, Inc. system. Your existing access floor isn't a Tate system or you don't know the manufacturer of your system, no problem, we can still provide a compatible airflow panel to work in your existing system. Contact us so we can discuss your particular needs.

29

Re-Leveling and Adjusting: Access floor systems are meant to be removable so tradesman, facility managers, IT professionals, etc. can access the under-floor space to complete upgrades, repairs, etc. Over time your system may develop rocking or overlapping panels. Don't hesitate to contact us so we can evaluate your floors condition and assist you in re-leveling the system to get it back to that newly installed performance.

Flooring Finishes: Access floors have emerged as the preferred service distribution solution for building types and locations beyond just the traditional office and data center settings with which they are most often associated. Tate has made a commitment to offering architects and designers the ability to select a floor covering that meets their design goals of both existing building and new construction projects. Our continually expanding offering of factory laminated finishes such as terrazzo, bamboo, engineered wood, wood veneers, cork, bamboo, luxury vinyls and rubber allow for design freedom while maintaining the flexibility and performance of underfloor service distribution.

Before you call for the dumpster to dispose of your old access floor, give us a call and we'll tell you right away if that old system has any value.

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... or email us at info@compu-site.com.

Flooring Tips & Tricks On the web:

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Š 2013 - Compu-site. Rights Reserved.

30

Energy Saving Heating System Canal Plus from Hunt Heating

Product News

Related News Articles Slimline Aluminium Radiators | Hunt

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The CANAL PLUS concept of a complete under-floor unit provides both an aesthetic and energy saving heating system.

Designed for modern living rooms with patio doors, low window sills and glass walls.

The under-floor convector blocks the cold draught of the glass doors or windows so that a more equal and comfortable room temperature is achieved.

Leave a voice message quoting reference: hun061010 1300 663 486

Central Heating Energy Saver F6 | Hunt

The CANAL PLUS comes in a variety of grille finishes and colours.

Energy saving The modern Low-H2O elements from Jaga were designed for a low boiler temperature: with their low water volume and high coefficient of heat conduction for a low supply temperature they are perfect for use in combination with high efficiency boilers.

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They react immediately when extra heat is needed, and cool very quickly when a pleasant comfort temperature has been reached. This means energy wasting further heating is avoided, and there are no further temperature fluctuations.

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Post Tension Slabs

• Concrete Paths • Colored Decorative Concrete • Controlled Density Fill (CDF)

Post-tensioned slabs are a proven construction method for the foundations of buildings. Although they have recently become commonly used for residential housing in our area, they have been used in commercial

• Insulated Concrete Forms

structures in Oregon for many years. The use of PT Slabs goes back to 1967 in Houston where they were quickly adopted to effectively build on poor soils which exist throughout Texas. Over the last 25 years their use has been very prominent in both commercial and residential projects in Arizona, California, Georgia, Louisiana, Nevada, Texas and now in Oregon. Because the Willamette Valley also has dubious soils in many locations, PT Slabs have been recognized to offer significant advantages to Oregon's residential &

• Intersections & Streets • Parking Lots & Pervious Concrete

commercial contractors and owners alike.

• Post Tension Slabs

Why PT Slabs for Residential & Commercial projects?

• Self Compacting Concrete

Less excavation and material costs.

Sand and Gravel

Eliminates under-floor framing lumber, sub-floor materials and installation labor (no squeaky floors).

Fewer reinforcing elements result in fast installation.

Asphalt

The "floating" slab is a stable foundation if soil movement occurs.

Thermal mass of the concrete slab acts as an energy reservoir resulting in energy savings.

The house and garage are poured & tensioned as one integral unit.

Reduction or elimination of cracking and jointing.

Construction Quality Control

Reduced maintenance costs.

Eugene Fleet Repair Co.

541-683-6400 541-683-4794 855-918-4266 541-485-1084 541-683-5741 541-683-5756

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If you would like to view a presentation of this construction method in practice in our area as well as learn of qualified Lane County contractors please give our Marketing Department a call at (541) 683-6400.

Main Office Office Fax Concrete Rock Construction Fleet Repair

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32

Geothermal heating & cooling systems by GeoTility.

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News & Events Bosch and Orca Energy sign joint marketing agreement

Experience, Technical Expertise and Capacity = GeoTility Since installing our first geothermal/geoexchange system in 1990, GeoTility has been a leader in delivering comprehensive turn-key geothermal/geoexchange solutions for every size of installation from single and multi family homes to large commercial and industrial projects. GeoTility was the first geothermal/geoexchange contractor in Western Canada to bring a comprehensive specialized service model to the market place.

GeoTility’s complete geothermal Service Model Specialized in-house geothermal/geoexchange engineering department A fleet of customized geothermal/geoexchange drilling rigs Industry trained geothermal/geoexchange loop fabricators and installers An integrated geothermal/geoexchange service and warranty department A line of industry proven private branded geothermal heat pumps (GSHP) An exclusive geothermal utility service Geothermal/geoexchange research and development Geothermal/geoexchange carbon offsets verification Geothermal/geoexchange education and training support At GeoTility we are proud to be part of a low carbon solution to achieving a sustainable future for our children.

Learn more about how Geothermal systems work.

Bosch Thermotechnology has signed an agreement with U.S.-based Orca Energy, a leading geothermal utility provider, to jointly market a geothermal infrastructure...

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GeoTility Installs Geothermal in Innovative Museum The Bainbridge Island Museum of Art is the first LEED Gold Museum in the state of Washington, and demonstrates that the very tight environmental tolerances...

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Shaw TV Features GeoTility at Chemainus Village Square Shaw TV's Meg Cuthbert checks out a building in Chemainus that will use Geothermal heating and cooling. This is a unique way of heating and cooling your home by...

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Geothermal HVAC is coming of age Geothermal heat pumps stand out among renewable energy technologies for being unaffected by cloud or wind, operating on demand 24/7, and lasting 2 to 3 times...

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Geothermal Projects

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Esowista First Nation Community GeoTility completes the installation of a large scale district energy system at the First Nation's Community of Esowista located on pristine Vancouver Island. The 225 ton vertical ground heat exchanger will interface with several large water to water heat pumps which will serve the new housing community.

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33

Mid-American Elevator Company, Inc. 820 N Wolcott, Chicago, IL 60622 Phone: 773.486.6900 Home

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Company News Completed installation of eight new elevators at Block 37.

We’re experts at building and installing all types of elevators, with particular expertise in traction (cable) equipment. We’ve installed over 1,000 elevators and escalators, including the vertical transportation in some of the landmark buildings in Chicago.

Our ability to analyze the probable traffic patterns in your building and our knowledge of the latest elevator technologies allow us

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to help you select the most efficient and cost-effective system for your construction project. We incorporate the latest improvements in modern design, performance and energy efficiency in our new elevator projects.

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Mid-American can install all of the following elevator equipment including: • relatively inexpensive hydraulic elevators for buildings up to six floors, • cost-effective geared traction elevators for mid-rise construction, • high-performance gearless traction elevators for high-rise projects, and • large freight elevators or material lifts for commercial or industrial applications.

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The Export/Import Bank, Washington D.C.

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Metropolitan Regional Transportation Authority, Atlanta, Ga.

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Block 37, Chicago

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The Pentagon, Escalators, Washington D.C.

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Bay Area Rapid Transit Authority, escalator renovation, San Francisco, Ca.

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Kennedy Space Center – 20 elevators, Pad A & Pad B

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IRS Building, Washington D.C.

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Museum of Science & Industry, Chicago, IL

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Police Consolidation Units, Chicago, IL

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V.A. Medical Center, North Chicago, IL

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VA Medical Center, Ann Arbor MI

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Underwriters Laboratory Ceiling Elevator

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Dart Inclined Elevators

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WMATA Escalator Renovation

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WMATA Elevator Renovation|

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Modernization of 14 elevators at Criminal Courts Bldg 3600 S. California|

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Installation of the elevators in the new San Francisco Federal Office Building.

Mid-American Elevator 820 N Wolcott Ave, Chicago, IL 60622 Telephone: (773) 486-6900 FAX: (773) 486-2438 E-mail: sales@mid-americanelevator.com

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Stewart Middle School Sidwell Friends School Washington, DC LEED Platinum 72,500 square feet (33,500 renovation; 39,000 addition)

How can we transform an outdated facility into an interior and exterior teaching landscape that educates students about the environment?

2006 Program: Renovation and addition, including new science, art, and music classrooms, a library, constructed wetland, and rooftop garden.

Awards: AIA CAE Award for Excellence AIA COTE Top Ten Green Project BSA Sustainable Design Honor Award AIA Pennsylvania Honor Award AIA Philadelphia Honor Award Western Red Cedar Architectural Design Citation Zumtobel Group Award For Sustainability and Humanity in the Built Environment

The Master Plan for the Sidwell Friends School, which we completed in 2001, outlines a phased transformation of the disparate collection of buildings on its Washington, DC, and Bethesda, Maryland, campuses into a physical demonstration of the school’s values, founded in Quaker principle.

The Stewart Middle School, one of the buildings in the Master Plan, was an awkwardly-sited, undersized, 1950s facility that needed updating and expansion. All water falling on the site was shuttled into poorly repaired underground piping and directed into the municipal storm sewer system. We saw an opportunity to transform the facility into a true teaching landscape—not only inside its classrooms, but also on site—with rooftop gardens

T A G S: Campus planning K-12 Schools Master planning Retrofits S HA R E:

Educational

and a constructed wetland in the school’s quadrangle as a metaphor for the school’s commitment to sustainability.

The building's skin is made of high-quality western red cedar reclaimed from fermentation barrels. Sunscreens balance thermal comfort with optimal daylighting inside the building. © Halkin Photography LLC

LEED Renovations

SUSTAINABILITY We retained rainwater on a green roof, directing overflow down into a spillway, where it could make its way into a pond, rain garden, and cistern. Sewage is recycled in the wetland for grey water use in the building. A central energy

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plant was designed to serve the entire campus, allowing greater control of energy resources and providing a demonstration of responsible energy use to students.

Our work at Sidwell Friends School combined an evolving master plan and seven phased buildings to unite two campuses that developed without any prior planning. Driven by an environmental ethic, these projects exemplify a long-term vision that makes tangible the school’s founding Quaker principles of sufficiency, stewardship, and simplicity. © Halkin Photography LLC

The reclaimed cedar “skin” on the building was selected for its ability, like biological skin, to selectively admit and reject the environment based upon the needs of the inhabitants. The innermost layer sheds most rain water but remains open to the movement of air. The outermost layers are organized to shield sunlight based upon orientation of the sun. Very high-grade western red cedar from salvaged fermentation barrels was used to make the solar shading.

To expedite construction time, the cladding was fabricated off site as integrated assemblies.

3-D printed models were used to explore solar screening options for the various facades. Solar screening is used to balance thermal comfort and lighting inside the building.

CURRICULUM Today, teachers have integrated the building into the curriculum, educating students about materials and systems, from the origin of cork flooring and bamboo casework to the impact of switching a light on or off. A building dashboard provides real-time computation of the building’s resource use, raising awareness of each person’s role in reducing carbon footprint. Environmental science students measure and compare nitrogen and phosphorus levels of the

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wetland, and they learn the valuable role that wetlands play in purifying water.

The vegetated roof of the addition has been developed as an outdoor classroom for container gardening, and a photovoltaic array has been installed to generate a portion of the building’s electricity.

Solar

chimneys—designed

for

passive

ventilation,

operating without additional energy—provide another learning opportunity about the sun as a primary, renewable source of energy. Sunlight heats air within the glass chimney tops, creating a convection current that draws cooler air into the building through north-facing open windows. Portals in the shaft ways allow students to witness the operation of the ventilation system. Wind chimes ring to indicate the movement of air.

The new school has sparked communal social action and inspired changes in school operations, including a new

Students tend rooftop container gardens and learn about the functioning of solar chimneys for ventilation, which rely upon the energy of the sun and diminish the need for artificial cooling. © Peter Aaron/OTTO

emphasis on local, organic foods in the cafeteria. It has engaged students to make the connection between the building’s systems and the world outside the building—wholly consistent with Quaker values of environmental stewardship.

Related Updates S EPTEM BE R 23, 201 0

Reclaiming Lumber and Stone A guide to repurposing materials

MA Y 28, 2009

MA RCH 0 9 , 2 0 1 2

The Long-Term Beauty of Untreated Western Red Cedar

Meeting House Designed for Youth Featured in GreenSource magazine

See Also

Quaker Meeting House Sidwell Friends School

Sculpture Building and Art Gallery

Loblolly House

Morse and Stiles Colleges

Off-site fabricated home

Yale University

Yale University

KIERANTIMBERLAKE 420 North 20th Street, Philadelphia PA, 19130-3828 +1 215 922 6600 © 2014 KieranTimberlake. All Rights Reserved.

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OCTOBER 27, 2006

New Sidwell Middle School a Living Component to D.C. Campus Sustainable design a perfect fit for education institution’s green philosophy

by Russell Boniface Associate Editor

Summary: Sidwell Friends School in Washington, D.C., recently opened its new sustainable middle school and is seeking to earn LEED® Platinum certification by the U.S. Green Building Council. The three-level, U-shaped, 70,000-square-foot school renovates an existing middle school and merges it with a new wing, forming one green-designed structure. Sustainable materials are implemented throughout the exterior and interior. An open courtyard defines the building structure by integrating the campus with the local landscape. Philadelphia-based KieranTimberlake Associates worked with Sidwell to incorporate the school’s Quaker philosophy—to be stewards of the Earth—into the green design. The new school and its campus will also serve as a sustainable education tool for students.

Sidwell Friends School is a distinguished K–12 Quaker private school. Its Washington, D.C., campus, a 15-acre, 50year-old facility, is home to its middle and upper schools. The campus sits on a ridge near the city’s highest point, between two watersheds that flow through parks to the Potomac River.

Sidwell alumni include Nancy Reagan, Gore Vidal, and Chelsea Clinton.

HOME NEWS HEADLINES PRACTICE BUSINESS DESIGN RECENT RELATED › Green SMU Engineering Building Is Teaching Tool › AIA COTE Selects Top Ten Green Buildings for 2006 › Engineering for LEED

A printer-friendly version of this article is available.

Download the PDF file.

Reconceiving the school around nature Construction of the new middle school began in summer 2005. The building recently became occupied as final landscaping and exterior work nears completion. The original 35,000-squarefoot L-shaped school was integrated with a new L-shaped building, approximately the same size, to create a U-shaped edifice. Stephen Kieran, FAIA, partner, KieranTimberlake Associates, says the project was not about adding features. Rather, it is about re-interpreting architecture to be part of the land. “We felt the first sustainable act was to rejuvenate the old building,” says Kieran.

“Then build up against the old one and have the merged structure form around the landscape to establish connections with nature. The new school now performs an environmental function but is also part of the life of the campus—all the way up to the green roofs.”

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Sidwell is expected to use 60 percent less energy and 70 percent less water than a traditional school. Water reprocessing, a courtyard with a biology pond, energy efficiency, a green roof, and reclaimed materials are all at the heart of the sustainable design.

Managing water resources. A courtyard wetland with a closedloop cycle allows for water reuse.

The wetland takes the form of terraced rice paddies along the site’s natural topography.

Rainwater is held and filtered through a vegetated roof on the new wing and channeled down the courtyard side into a collection stream that runs under the building’s entry bridge and drains into a biology pond. The pond supports native habitat and micro-organisms that will decompose wastewater as it moves through the functional wetland. “The water collection system is completely visible to the students,” says Kieran. “They can actually watch the passage of water from the roof down into the pond.”

Energy efficiency. Actively, photovoltaic roof panels provide much of the building’s electricity.

Passively, two solar chimneys on the new wing offer natural ventilation. “The solar chimneys and the shafts interconnect to the lower levels, which is made apparent by little port holes in the shafts,” describes Kieran.

“Students can see air movement as it goes up, and there are bells that jingle when the air is actually moving.”

The design optimizes daylight and minimizes solar glare on each building exposure. Explains Kieran: “On the south façade, horizontal solar light shelves both screen out the sun and welcome daylight. On the east and west façades, vertical solar shading screens are angled appropriately against the east and west glare. It all becomes a compass to help students understand solar orientation at an early age.”

The green roof. A vegetablegarden rooftop on the new wing serves as an insulator and is part of the water recycling system.

“The green roof is also a food garden, managed by the students and teachers,” adds Kieran.

Sustainable materials. Virtually every material in the building is either reclaimed or recycled. “The cladding of the building is 100year-old western red cedar reclaimed from wine barrels,” Kieran notes. “Material for the walkways, inside lobby, and decks is green lumber pilings reclaimed from the Baltimore Harbor.

There is extensive use of linoleum, cork, and reclaimed stone. We have displays throughout the building about the source of the materials and why they are renewable.”

Sidwell’s other sustainable features include: Douglas fir from old high school bleachers used for window framing Vine-covered walls and screens on the building’s west end

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Bamboo doors and cabinets Lights that adjust to sunlight Hall reflectors that bounce sunlight into classrooms at the perfect angle to provide light but not heat A ventilation system that can freshen air based the amount of CO2 released by people breathing in the room.

Sidwell has commissioned documentation for LEED Platinum status. “It was not a leap to go from Sidwell’s belief structure as a religion to their obligation to take care of the natural world,” says Kieran. “It now has been formalized in a LEED program, but, in a way, they really didn’t need that. The project was not a hard sell—it is who they are.”

Copyright 2006 The American Institute of Architects. All rights reserved. Home Page

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master plan & site design | washington, dc Andropogon’s Master Plan & Site Design at Sidwell Friends School included a central courtyard with a constructed wetland designed to utilize storm and wastewater for both ecological and educational purposes. Andropogon’s plan integrated water management solutions into the landscape, inextricably linking the building to its site. The wetland becomes a “working landscape”; using biological processes to clean water while providing students with a vivid example of how such systems work in nature. collaborator: KieranTimberlake awards: 2007 AIA COTE Top 10 Green Projects LEED™ Platinum Certified

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Water Pollution Control Laboratory

Portland, Oregon

Miller Hull (in association with SERA Architects of Portland) designed this $9 million Water Pollution Control laboratory for the Bureau of Environmental Services. The 7.6 acre site, bound by the Willamette River, includes a park under a beautiful suspension bridge.

Awards 2002 Honor Award, AIA, NW & Pacific Region 1999 Honor Award ASLA, National 1998 AIA Commendation Award 1997 AIA Portland Chapter Honor Award 1997 Waterfront Centers Annual Award for Excellence On The Waterfront

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Š 2014 - The Miller Hull Partnership, LLP

The 40,000 s.f. design is a combination of 15,000 s.f. of laboratories with 25,000 s.f. of administrative and support spaces. The six labs respond to new state of the art environmental procedures for identifying pollutants.

Labs, including general chemistry, microbiology, nutrients, organic analysis, metals, and organic preparation, are clustered under one large sloping roof punctuated by an array of skylights.

Numerous successful efforts maximized environmental benefits and community investments with innovative and low cost solutions. To protect from late afternoon sun, large overhangs and light shelves shade the western office wall that opens up to the view. This window wall is peppered with operable windows controlled by the staff for natural cooling and ventilation. Integration of a storm water treatment zone into the landscape next to the park provides on-site working demonstrations and interpretive displays for public education.

photo: Eckert & Eckert

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