Construction of the Space Needle

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    `CHAPTER 1: INTRODUCTION

    The Space Needle is a tower in Seattle, Washington and a major landmark of

    the Pacific Northwest region of the United States and a symbol of Seattle. Located at

    the Seattle Center, it was built for the 1962 World's Fair. The architecture of the

    Space Needle is the result of a compromise between designs of two men, Edward E.

    Carlson and John Graham, Jr.

    The proposed Space Needle had no land on which to be built. Since it was not

    financed by the city, land had to be purchased that was within the fairgrounds. The

    investors thought that there would be no land available to build a tower and the search

    for a site was nearly dead when, in 1961, they discovered a plot, 120 by 120 feet (37

    by 37 m), containing switching equipment for the fire and police alarm systems. The

    land sold for $75,000. At this point, only one year remained before the World's Fair

    would begin.

    It was privately built and financed by the "Pentagram Corporation" which

    consisted of Bagley Wright, contractor Howard S. Wright, architect John Graham,

    Ned Skinner,andNorton Clapp.In 1977 Bagley, Skinner and Clapp sold their interest

    to Howard Wright who now controls it under the name of Space Needle Corporation.

    With time an issue, the construction team worked around the clock. The top

    dome housing the top five levels (including the restaurants and observation deck) was

    perfectly balanced so that the restaurant could rotate with the help of one tiny electricmotor, originally 0.8 kilowatts (1.1 hp), later replaced with a 1.1 kilowatts (1.5 hp)

    motor. With paint colors named Orbital Olive for the body, Astronaut White for the

    legs, Re-entry Red for the saucer, and Galaxy Gold for the roof, the Space Needle was

    finished in less than one year.

    http://en.wikipedia.org/wiki/Bagley_Wrighthttp://en.wikipedia.org/wiki/Howard_S._Wrighthttp://en.wikipedia.org/wiki/Ned_Skinnerhttp://en.wikipedia.org/wiki/Norton_Clapphttp://en.wikipedia.org/wiki/Norton_Clapphttp://en.wikipedia.org/wiki/Ned_Skinnerhttp://en.wikipedia.org/wiki/Howard_S._Wrighthttp://en.wikipedia.org/wiki/Bagley_Wright
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    It was completed in April 1962 at a cost of $4.5 million. The last elevator car

    was installed the day before the Fair opened on April 21. During the course of the

    Fair nearly 20,000 people a day rode the elevators to the Observation Deck. The

    20,000 mark was never reached, missed by fewer than 50 people one day. At the timeof construction, it was the tallest building in the West, taking the title from theSmith

    Tower across town that had held that title since 1914.

    1.1 SPECIALITIES OF SPACE NEEDLE

    The Space Needle was built to withstand wind speeds of 200 mph, double the

    requirements in the building code of 1962. An earthquake registering 6.8 on the

    Richter scalejolted the Needle enough in 2001 for water to slosh out of the toilets in

    the restrooms. The Space Needle can escape serious structural damage during

    earthquakes of magnitudes below 9. Also made to withstand Category 5 hurricane-

    force winds, the Space Needle sways only 1 inch per 10 mph (16 mm per 10 km/h) of

    wind speed.

    For decades, the "hovering disk" of the Space Needle was home to two

    restaurants 500 feet (150 m) above the ground: the Space Needle Restaurant, which

    was originally named Eye of the Needle, and Emerald Suite. These were closed in

    2000 to make way for SkyCity, a larger restaurant that features Pacific Northwest

    cuisine. It rotates 360 degrees in exactly forty-seven minutes. In 1993, the elevators

    were replaced with new computerized versions. The new elevators descend at a rate

    of 10 miles per hour (4.5 m/s).

    On December 31, 1999 (New Year's Eve), a powerful beam of light was

    unveiled for the first time. Called the Legacy Light or Skybeam, it is powered by

    lamps that total 85 millioncandelas shining skyward from the top of the Space Needle

    to honor national holidays and special occasions in Seattle. The concept of this beam

    was derived from the official 1962 World's Fair poster, which depicted such a light

    http://en.wikipedia.org/wiki/Smith_Towerhttp://en.wikipedia.org/wiki/Smith_Towerhttp://en.wikipedia.org/wiki/Richter_Scalehttp://en.wikipedia.org/wiki/Saffir%E2%80%93Simpson_Hurricane_Scalehttp://en.wikipedia.org/wiki/New_Year%27s_Evehttp://en.wikipedia.org/wiki/Candelahttp://en.wikipedia.org/wiki/Candelahttp://en.wikipedia.org/wiki/New_Year%27s_Evehttp://en.wikipedia.org/wiki/Saffir%E2%80%93Simpson_Hurricane_Scalehttp://en.wikipedia.org/wiki/Richter_Scalehttp://en.wikipedia.org/wiki/Smith_Towerhttp://en.wikipedia.org/wiki/Smith_Tower
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    source although none was incorporated into the original design. It is somewhat

    controversial because of thelight pollution it creates. Originally planned to be turned

    on 75 nights per year, it has generally been used less than a dozen times per year. It

    did remain lit for eleven days in a row from September 11, 2001, to September 22,2001, in response to theSeptember 11, 2001 attacks.

    The same 1962 World's Fair original poster showed a grand spiral entryway

    leading to theelevator,but this, too, was omitted from the final building plans. This

    stairway was added as part of the Pavilion and Spacebase addition/remodel in June,

    2000. The main stairwell (generally emergency access) has 848 steps in all from the

    basement to the top of the observation deck. At approximately 605 feet (184 m), the

    Space Needle was the tallest building west of theMississippi River at the time it was

    built byHoward S. Wright Construction Co., but is now dwarfed by other structures

    along the Seattle skyline, among them the Columbia Center, at 967 feet (295 m).

    Unlike many other similar structures, such as the CN Tower in Toronto, the Space

    Needle is not used for broadcasting purposes.

    1.2 ROTATING RESTAURANT

    The restaurant could rotate with the help of one tiny electric motor, originally

    0.8 kilowatts (1.1 hp), later replaced with a 1.1 kilowatts (1.5 hp) motor. The entire

    Space Needle saucer does not rotate, only a 14-foot ring next to the windows rotates

    on the SkyCity restaurant level.

    1.3 THE ELEVATORS

    Two of the Space Needle elevators are high speed and can travel at a rate of 10

    mph, or 800 feet per minute. Actual travel time from the ground level to the top-house

    is 43 seconds. Under high wind conditions these high-speed passenger elevators are

    slowed to 5 mph. The third elevator, primarily used for freight but occasionally used

    to carry passengers, only travels at 5 mph, or 400 feet per minute. The Space Needle

    http://en.wikipedia.org/wiki/Light_pollutionhttp://en.wikipedia.org/wiki/September_11,_2001_attackshttp://en.wikipedia.org/wiki/Elevatorhttp://en.wikipedia.org/wiki/Mississippi_Riverhttp://en.wikipedia.org/wiki/Howard_S._Wrighthttp://en.wikipedia.org/wiki/Columbia_Centerhttp://en.wikipedia.org/wiki/CN_Towerhttp://en.wikipedia.org/wiki/CN_Towerhttp://en.wikipedia.org/wiki/Columbia_Centerhttp://en.wikipedia.org/wiki/Howard_S._Wrighthttp://en.wikipedia.org/wiki/Mississippi_Riverhttp://en.wikipedia.org/wiki/Elevatorhttp://en.wikipedia.org/wiki/September_11,_2001_attackshttp://en.wikipedia.org/wiki/Light_pollution
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    elevators weigh 14,000 pounds each with a capacity of 4,500 pounds. The counter-

    weight weighs 40 percent more than the elevator fully loaded. Each elevator carries

    25 people. Each elevator has seven cables total, even though one cable is strong

    enough to hold the entire weight of the elevator. Space Needle elevators are equippedwith a governor brake that would lock the elevator on the tracks in case all seven

    cables broke.

    1.4 OTHER SPECIALITY

    There are 25 lightning rods (24 actual rods plus the tower) on the roof of the

    Needle to withstand lightning strikes. The Space Needle can escape serious structural

    damage during earthquakes of magnitudes below 9.

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    CHAPTER 2: CONSTRUCTION PROCESS

    The construction was driven by private funds, and finding an appropriate

    location proved to be so difficult that the project was just about to be terminated whensuitable ground was finally found, only 13 months before its deadline for the 1962

    World Fair.

    Due to the condensed construction schedule, the Seattle Space Needles legs

    and observation pod had to be prefabricated in several sections and then quickly

    erected and secured in place. To offset the top heavy loading, the Space Needles

    center of gravity was lowered all the way down to ground level by means ofanchoring the three legs to an oversized solid concrete slab 9 meters (30 ft.) thick,

    thus matching the entire weight of the exposed structure above.

    The deadline for the World's Fair was barely met as the second elevator arrived

    and was installed just one day prior to the grand opening.

    Fig. 2.1 Early Space Needle sketches

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    Artist Edward E. Carlson made the first initial sketches for what the Seattle

    Space Needle would later become on a napkin at a coffee house. It later went through

    many changes as architect John Graham and associates perfected the "flying saucer"

    look.

    In 1962, the Space Needle was painted orange, then after 1962 it was painted

    white. In 2012 the top of the Space Needle was re-painted orange to celebrate the

    Seattle Space Needle's 50th Anniversary.

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    CHAPTER 3: FOUNDATION

    3.1 CONCRETE BASE

    The Space Needle started construction in April of 1961. As digging began, the

    120-foot by 12-foot (depth 30 feet) hole slowly filled with 5850 tons of concrete and

    steel. Anchoring the massive Space Needle, there would be more weight underground

    than in the tower itself.

    The base is Y-shaped. There is an over-all block of concrete under the

    structure, 12 ft. wide with arms 44 ft. long. The base is founded on clay and hardpan.

    At the end of each of the three arms is a pedestal rising 18 ft. in height. These three

    pedestals serve as the bases for the three sets of two legs each. The base used 2,819

    cu. Yd. of concrete and 250 tons of reinforcing steel.

    The concrete foundation was specified as a monolithic structure and the

    Wright firm marshaled its resources for a single lift pour. The contractors best

    concrete men were pulled from other jobs and off-duty policemen were engaged to

    handle traffic at the site. Markers were placed on the area around the excavation to

    guide the Pioneer Sand & Gravel Co. ready-mix trucks. The trucks hauled up to 300

    cu. yd. per hour. The entire pour was made in 11 hours and 45 minutes.

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    Fig 3.1 Y-base of the foundation

    fig 3.2 Reinforcement for the Y-base

    The steel legs of the needle are fastened to the pedestals by 72 anchor bolts

    which were set in place prior to the pour. The anchor bolts reach 30 feet into

    underground concrete.

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    CHAPTER 4: STEEL CONSTRUCTION

    4.1 STEEL STRUCTURE DESIGN

    The main part of the Space Needle structure is a truncated triangle tower of

    three pairs of steel legs built around a structurally working triangular core. If a circle

    were to be drawn through the three pairs of legs at the base its diameter would be 102

    ft. Each leg is anchored to the concrete base by 12 ASTM 8625 anchor bolts, 32 ft. 8

    in. long and 4 in. diameter. Each bolt weighs a ton. A leg consists of three 36-in.-wide

    flanges, welded toe-to-toe in a triangular shape with 1-in. diaphragms on the inside,

    up to the 410-ft. level; the leg then has two 36-in.-wide flanges in a triangular shape

    up to its top where it connects with the steel ring beam at the base of the upper

    structure.

    The pairs of columns are spaced at 18 ft. o.c. at the base with each pair sharing

    a pedestal that is part of the monolithic concrete foundation. The columns in each pair

    taper to 11 ft. o.c. at the waist and then flare out again to a spacing of 30 ft. o.c. at the

    ring girder. Each pair has a V4-in. architectural plate at the waist. The waist is only 27ft. in diameter at its narrowest point.

    The core is a triangle with blunted corners. Each of the three sides has an

    outside elevator with two to be used for passengers exclusively and the third to

    service the restaurant part time. The utilities use the center of the core. The two sets of

    stairs are built around the inside of the core with one stairway painted red and the

    other painted yellow. The core continues upward through the entire upper structure,with the elevator motors housed in the top part of that structure.

    There are seven sets of struts m, the tower with the lower two sets (built as

    platforms with 12-in. concrete decks. The first strut is at 100 ft. elevation, the second

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    Fig 4.1 30 feet deep foundation and anchor bolts

    Fig 4.2 Erection of the pedestal

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    at 200 ft., the third at 303 ft. and the next four are built close together in the waist.

    The top structure is a five-story steel building.

    The first floor is the revolving restaurant, the second is a mezzanine floor, thethird is the broad observation floor, the fourth is the mechanical floor and the fifth

    houses the elevator equipment. The restaurant floor is 500 ft. above the ground and

    the top of the structure is 53 ft. above that.

    The structure is surmounted by a 47-ft. high steel framework for a gas-fired

    beacon. (A Seattle wag remarked, Now all we need is a cigar-smoking seagull.) The

    restaurant design is a further development of a revolving restaurant that the architect-

    engineer had previously designed for the top of an office building in Honolulu.

    The Eye of the Needle, as this one is called, is 94 ft. in diameter. It revolves

    the full 360 degree in an hour. The only revolving part of this floor is the 14-ft.-wide

    outer rim where the diners will be seated. The weight of the entire revolving portion is

    carried on radial plate girders cantilevered from the steel box ring girder.

    Fig 4.3 Splicing joints for the steel legs

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    4.2 STEEL CONSTRUCTION

    The steel was detailed, fabricated and erected under a sub-contract by Pacific

    Car & Foundry co. Structural Steel Division, Seattle. Most of the structural steel wasspecified as U.S. Steel A-36. The fabricating plant started work in May, 1961 and

    steel erection started on June 26. The steel was topped out on Dec. 11, exactly on

    schedule. Superintendent Paul Collop believes that this is the only major structure for

    Century 21 that was completed within the target date.

    The main problem, of course, was to contrive a way to hoist the steel as the

    structure was carried upward. Collop and some Pacific Car & Foundry engineers with

    sharp pencils came up with a derrick that was the first of its kind in the true Century

    21 tradition. The contractor took a ring gear and pinion off a wrecked Manitowoc

    crane and set them on a triangular 1 steel base with a hydraulic swing ' system.

    A cable ran from this platform down through the core to a special hoist on the

    ground that was built especially for this job by Washington Machinery Co. and Skagit

    Steel. The mast section was 66 ft. high with a 60-ft. Manitowoc boom placed offset at

    its base. There were 11 parts of V line on the topping lift and five parts of VB" line on

    the main load.

    The whip line was a special non-spinning wire rope that was made especially

    for this job by Roderick & Bascom. This derrick lifted every pound of structural steel

    except for some work that was done at the base by a Mantiowoc 3900 with 120-ft.

    boom. The derrick was bolted at the inside corners of the steel core while it did its

    work.

    As the structure was built upward the derrick was gradually closed in. At

    intervals of about 50 ft. a move was necessary. This operation was simple and

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    required only a little more than a half hour. The whip line was pulled out and run

    from the drum to the base of the machinery platform on the derrick.

    A 7-to-l lift was achieved by this hook-up: from one side of the platform to ablock fastened on the inside of the core, back to a pulley under the platform, to

    opposite side of platform, up to another corner of the core, then down again to the

    bottom of the platform, up to the third connection with one core, then to the becket.

    When the hoist on the ground had pulled the derrick up to its new position it was

    bolted into place and was again ready for work.

    A lot of people did a lot of guessing about how the Pacific Car & Foundry

    crew proposed to pull the derrick out of the core and lower it to the ground after

    completion of the job. Inasmuch as the steel stairs had been constructed below it as it

    went up, there was no chance of simply lowering the big rig back down the core

    section.

    Actually the contractor left out the last flight of stairs immediately below the

    restaurant level. When the erection job was done, the crane was lowered down to a

    point where the base was about 60 ft. below the restaurant.

    Panels of X-bracing were removed from the side of the core leaving an

    opening 11 ft. wide and 50 ft. high. The contractor revved up and took out the boom

    section, rigged a block just under the ring beam girder and lowered the boom mast

    and both sections with its own rigging. A small electric winch at restaurant level was

    used to place remaining stairs.

    Replacement of the side of the core and construction of the final flights of

    stairs were the last jobs to be done by Pacific Car & Foundry. The Space Needle was

    fabricated at the firm's shop at First Ave. So. And Hudson St.,with Robert G. Hermon

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    the plant superintendent. This was a job where engineers, fabricators and erectors

    worked as a close-knit team with the engineers keeping on top of the work all the

    way. All joints were milled and matched at the shop.

    The core was of all welded construction and the columns were all bolted with

    432 high tensile steel bolts used for each column splice. The new Ingersoll - Rand

    impact wrenches used 750 lb. of torque. The struts were a combination of bolt and

    weld. The contractor used a total of 146,000 lb. of welding electrode and 51,000 1-in.

    high tensile bolts.

    A scaffold was built round the core for the connection work and each leg also

    had a scaffold. Sometimes these platforms had to be taken apart and reassembled to

    get around an obstruction.

    The first piece of steel, which was the connection with the concrete pedestal,

    was 14 ft. long and weighed 20 tons. The next, heaviest on the job, was 90 ft. long

    and weighed 50 tons; this one was lifted by the Manitowoc and the main derrick.

    The erection crew moved to the site on June 15 and the first steel was set on

    June 26. The needle was up to its narrowest point by Oct. 15 and to the tops of the

    legs by Nov. 25. Topping out of the tower on Dec. 11 completed a job that was

    always exactly on the schedule that had been set up before the project was started.

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    Fig 4.4 Straight into July sky, ground cranes place first leg column beside 120-foot

    core

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    Fig 4.5 Welding unit resting precariously on 100-foot levellines danglingneedle top derrick assists in placing of next leg.

    Fig 4.6 A new leg section is a 25-ton

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    Fig 4.7 Derrick and men in skip, top left, are bringing in a curved section.

    Fig 4.8 20-ton section of restaurant ring girder, complete with sunburst vanes and

    casual walking planks, rises toward sifted clouds

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    Fig 4.9 Construction of the sky City Restaurant

    Fig 4.10 The rotating 14-foot rim

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    Fig 4.11The Sky City Restaurant

    Fig 4.12 Painting of the steel legs with astronaut white

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    Fig 4.13 Finished Sunburst vanes

    Fig 4.14 Finished Space Needle

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    4.3 OTHER WORKS

    While Collop's crew was erecting the steel, other contractors were also busy.

    Otis Elevator Co. installed rails for the three elevators and put in a hoisting car forpersonnel and minor materials. This car jumped around from one set of rails to

    another tocon form to the varying conditions of the job. After the steel was in place

    the fivestory structure at the top was completed as a restaurant, with this work

    jammed into a four-month period. Sub-contractors on the job, in addition to those

    already mentioned were: University Plumbing & Heating Co., plumbing and heating;

    Fischbach & Moore, Inc., electricity; Western Gear Corp., turntable for restaurant.

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    CHAPTER 5: CONCLUSION

    The space needle is one of the fastest constructed structures. It stands out for

    its efficient plan, speed of construction and its unique design. The y-base foundation

    was now followed recently in the construction of Burj Dubai. No wonder it created an

    awe at that time of construction and after it was completed. Now it has been dwarfed

    by many structures around the globe. Yet, the Space Needle retains its value and its

    significance.

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    REFERENCES

    1. "Space Needle Fun Facts".Space Needle Official Site. Retrieved 2007-01-12.2. "Seattle holds groundbreaking ceremony for the Space Needle on April 17,

    1961".HistoryLink.org. Retrieved 2007-01-12.

    3. Bill Speidel, Through the Eye of the Needle, Seattle: Nettle Creek, ISBN09148900402. p. 67.

    4. "Needle in the sky".Via Magazine. January 2006.5. "Big beam for Space Needle is protested",Seattle Times,30 November 1999.6. Space Needle Official Site: Fun Facts7. This information is on the cover of a Long Playing vinyl 12 disc called "Bells

    On Hi-Fi" catalog number AR-8, produced by Americana Records, of

    Sellersville, PA.

    8. "Californian is Needle's 45 millionth visitor".Seattle Post-Intelligencer. May19, 2007. Retrieved 2007-05-30.

    9. Tom Paulson. "Computer glitch put hitch in fireworks". Seattle PostIntelligencer. Retrieved 2008-01-02.

    10."Spit and polish for a Seattle icon." Komonews.com. May 15, 2008. AccessedJune 4, 2008.

    11."Mid-life crisis? Space Needle gets dye job at 50". 2012-04-17. Retrieved2012-05-08.

    12."Cougars Win; Space Needle Will Be Crimson And Gray Apple CupWeekend,".2005-11-15. Retrieved 2012-05-09.

    13.McFadden, Kay (2004-05-13)."Condo by condo, Seattle has become a lot like'Frasier'".The Seattle Times. Retrieved 2010-01-23.

    14."Lego Architecture: Seattle Space Needle".Lego Architecture.15."Badge and Colors Fact Sheet".Sounders FC Public Relations.16.Space Needle contractors set construction records, Paul Nelson.

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