Gallion's Alumawood Pergola Arbor Lattice

Picture - 01 Enlarge Image	Picture - 02 Enlarge Image	Picture - 03 Enlarge Image
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Gallion's Job Details:

• ORDERED: August 2006
• Two Areas:
  Area 1: Size: 18' projection x 18' length (Picture 01 - 03)
  Area 2: Size: 11'-6" projection x 14' length (Picture - 04 & 05, In Courtyard with Fountain)
• LOCATION: Folsom, CA
• DESIGN LOAD: 10 Pound Live Load and 90 Mile Per Hour Wind Factor
  Note: ICBO ER2621-P Report used for engineering.

• COLOR: Desert Sand
  

Gallion's Job Specifications:

Area 1: 18' x 18'

• ATTACHMENT: Attached to Wall and Concrete Slab
• ALUMAWOOD™ POSTS: 3 - 024" Thick x 3” x 3” Wide x 8’-0” Tall
• ALUMAWOOD™ POST SIDEPLATES: 2” x 6 ½” Wide x 8’-8” Tall (2 per post).
  Sideplates come with 2" Rigid Foam Insert.
• ALUMAWOOD™ RAFTERS: .032” Thick x 2” Wide x 6½” Tall
• END CAP STYLE (Rafter Tails and Beam): Corbel End Caps
• ALUMAWOOD™ LATTICE TUBES: .019” Thick x 1½” Wide x 1½” Tall
• LATTICE CAP STYLE: Beveled
• ALUMAWOOD™ BOX BEAM: .042” Thick x 3” Wide x 8” Tall Box Beam
• LEDGER WRAP: 2" X 8" "C" Shade Cedar Grained Aluminum
• MISC. SUPPLIES: Brackets, Hardware and Touch Up Paint.
• ALUMA-SHIELD℠ PAINT: Silicon polyester paint finish in Desert Sand
• DESIGN LOAD: 10 Pounds Per Square Foot Live Load
• WIND FACTOR: 90 mph Max
• ENGINEERING REPORT: ICBO ER2621-P
• APPROXIMATE MATERIALS COST: $3,000

Area 2: 11'-6" x 14'

• ATTACHMENT: Attached to Eaves and Concrete Slab
• ALUMAWOOD™ POSTS: 3 - 024" Thick x 3” x 3” Wide x 8’-0” Tall
• ALUMAWOOD™ POST SIDEPLATES: 2” x 6 ½” Wide x 8’-8” Tall (2 per post).
  Sideplates come with 2" Rigid Foam Insert.
• ALUMAWOOD™ RAFTERS: .024” Thick x 2” Wide x 6½” Tall
• END CAP STYLE (Rafter Tails and Beam): Corbel End Caps
• ALUMAWOOD™ LATTICE TUBES: .019” Thick x 1½” Wide x 1½” Tall
• LATTICE CAP STYLE: Beveled
• ALUMAWOOD™ BOX BEAM: .042” Thick x 3” Wide x 8” Tall Box Beam
• MISC. SUPPLIES: Brackets, Hardware and Touch Up Paint.
• ALUMA-SHIELD℠ PAINT: Silicon polyester paint finish in Desert Sand
• DESIGN LOAD: 10 Pounds Per Square Foot Live Load
• WIND FACTOR: 90 mph Max
• ENGINEERING REPORT: ICBO ER2621-P
• APPROXIMATE MATERIALS COST: $2,200