ATTACHMENT 4 STANDARD AWNING COVER 20M.pdf

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Galvanized steel profiles to be determined according to the structural calculation

Upper Galvanized tube chord

Lower Galvanized tube chord

Galvanized tube Web

Bolted connection galvanized plates

Bolted connection galvanized plates

Seg men t # 2=4

Segment #3

Segment #4=2

S eg m en t

S e g m e n t multiple Franklin spike lightning rod with its respective delta-type ground system connection (first or last frame)

Precast concrete semi burried counter weight

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Frame Specifications

1. Curved joist fabricated with High resistance galvanized GHT Tube/plates or similar, with Grade 72 structural strenght (72 000PSI), ultimate stress of 75 000(PSI) ASTM A653 and AUS 1397, zinc coating Z180 (180g/m2)

2. Welded points must be polished to obtain a smooth Surface prior to apply 2 coats of anticorrosion paint and 2 coats of aluminum Paint (welding E70XX)

Main Frame Elevation view Scale 1:100

3. All conections must be designed for proper assembly/disassembly process, bolted (A325 or G60 threaded rod) according to structural design.

4. All connecting elements must be of galvanized profiles.

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M a in f ra m e E le va ti o n v ie w

20.00

2.

m

400W LED

reflector

2.00 m multiple Franklin spike lightning rod with its respective delta-type ground system connection (first or last frame)

Frame Specifications

1. Curved joist fabricated with High resistance galvanized GHT Tube/plates or similar, with Grade 72 structural strenght (72 000PSI), ultimate stress of 75 000(PSI) ASTM A653 and AUS 1397, zinc coating Z180 (180g/m2)

2. Welded points must be polished to obtain a smooth Surface prior to apply 2 coats of anticorrosion paint and 2 coats of aluminum paint. (Welding E70XX)

Lateral Elevation view Scale 1:100

Precast concrete semi burried counterweight

White canvas tied to joist´s upper chord

White canvas tied to joist´s lower chord

X-bracing galvanized tuve stringer

12.37 m

4.10 m 4.10 m 4.10 m

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La te ra l E le va ti o n V ie w

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Lateral wind bracing

3. All conections must be designed for proper assembly/disassembly process, bolted (A325 or G60 threaded rod) according to structural design.

4. All connecting elements must be of galvanized profiles.

Canvas specifications

1. Canvas shall be of color white, blackout, Polyester fiber with PVC coating. (synthetic canvas), 24 oz/yd2 (680g/m2), with UV protection, fungus retardant (biocide) and flame retardant, Fortoflex or similar.

To tie the canvas, a polypropylene rope of at least 1/4" thick, black, UV resistant, should be used.

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N ot t o sc a le multiple Franklin spike lightning rod with its respective delta-type ground system connection (first or last frame)

Exterior Perspective View 1 Not to scale

White canvas tied to joist´s upper chord

White canvas tied to joist´s lower chord

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E xt re ri o r

G en er al v ie w galvanized stringers galvanized x-bracing lateral wind bracing

Sea Container over concrete stands, (actuall position). Offeror to consider the obstacle or possible removal/relocation at same positon.

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0.80 m

0.60- 0.80 Galvanized Steel Plate to fix metal structure to concrete counterweight with embedded bolts (according to design)

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Semi burried concrete Counterweigt 0.10 (min.)

above ground level

Counterweight Specifications:

1. Concret f'c = 3 000 PSI.

2. Reinforcement steel fy= 40 000PSI.

3. Conterweight to be prefabricated at shop

4. Fill around counterweight with mudcrete or similar.

5. Dimensions to be verified against structural calculation (1.5 - 2 tons/base)

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Pr ec as t

R ei n fo rc e d C on cr et e

C o u n te rw ei g h ts

.3 m

Bubble levels (x, y)