6.1. SR 07-29-1996 - Laserfiche WebLink

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S* -hos come in 14', 16', and 25' widths v, 4eck flooring is available 3en~ and railings are optional qvailavJe with Laminated P_ine or Steel columns ~vailable with Pine or Western Cedar decking Benches and railings are optional. · Please inquire for pricing, additional drawings, and detailed information on our shelters SPECIFICATIONS Manufacture of the structural glued laminated timber shall conform to the manufacturing requirements of the American Institute of Timber Construction Standards, AITC-100, and standard Specifications for Structural Glued Laminated Timber AITCdl7. Quality control shall be provided in accordance with PS-56-73 Voluntary Product Standard for Structural Glued Laminated Timber, and the American Institute of Timber Construction Inspection Manual, AITC 200. A certificate of conformance to these requirements shall be furnished and the AITC Quality Mark shall appear on all laminated members. Laminating Lumber shall be kiln-d~ied Southern Pine stress graded to meet the requirements of Standard Specifications for Structural Glued Laminated Timber, AITC-177. Lumber combination shall be determined by the design requirements for each component and designated on the fabricator's shop drawings. AITC lumber combination symbols shall be used for this identification. Adhesives shall be waterproof conforming to ASTM D 2559 70. Roof decking shall consist of 2" nominal, #2 & BTR Southern Yellow Pine specified lengths, single tongue and groove with V-joint face side. Western Red Cedar decking optional. Roofing shall consist of 225# asphalt shingles with one layer of 15# roofing felt. Shingles colored Cedar Blend. Nails for attaching felt and shingles are included. All hardware for connecting beams to columns is included, plus nails for installation of decking and roofing material. Top cap fabricated from 3/16" steel. The roof system is designed to withstand 30 PSF live load and 20 PSF wind load. Laminated columns are embedded in footing for stability; no additional bracing required. Columns shall be glue laminated Southern Yellow Pine pressure treated. Fascia shall be 2" x 6" tight knotted select grade Western Cedar. The fabricator shall furnish complete shop drawings showing the necessary details. Appearance grade shall be AITC Premium. The general contractor is responsible for protection of the materials after arrival at destination by rail cars or trucks. If stored temporarily, members should be placed on blocks well off the ground and separated with wood strips so that air can circulate around each member. Cover top and bottom with moisture-resistant paper. Use non- marring slings when handling. Floor material (Gazebo only) furnished unfinished. Steel columns are optional. Please inquire. .~ WESTERN /7 CEDAR ' 2" X 6" TREATED // ~'~'~ // ~ FASCIA LAM. !'X' SUGGESTED COLUMN COLUMN/ ~T ~ EMBEDMENT DETAIL 5"X 5-1/2" ~'~ EXPA~q COLUMN'~I l; mi L~L~'~ -HOLD ~30' O.D. CONCRETE 6'-9" (TYPICAL) t ENCASEMENT lY-6" (TYPICAL) THE GAZEBO La,~;,-,aied Pine Beams W~ Laminated Pine Beams ~ Lam/nated Pine Beams W~ Steel Laminated Pine Columns & Pine Laminated Pine Columns & Laminated Pine Beams W'~ Steel Columns &Westem Cedar Gazebo Oeckir~ Western Cedar Oecking Columns & Pine Decking Decking Approximate Size Model Number Model NUmber Model Number Model Number Weight 14' 8-1400LU 8-1400LC 8-1400EU 8-1400EC 3700 14' WITH FLOOR 8-1401LU 8-1401 LC 8-1401EU 8-1401EC 4960 16' 8-1600LU 8-1600LC 8-1600EU 8-1600EC 4200 16' WiTH FLOOR 8-1601LU 8.1601LC 8-1601EU 8-1601EC 5690 25' 8-2500LU 8-2500LC 8-2500EU 8-2500EC 7500 25' WITH FLOOR 8-2501LU 8-2501 LC 8-2501EU 8-2501EC 9600 Roofing sh/ng/e$ are not included in sbeiter package. Asphalt sfling/e$ package is avai/ab/e; to order add a "2' to tt~ mode~number. GAZEBO OPTIONS Bench Sec'dou Model # Bench Section Model # Approximate Size Railing Section Model # (Sudace Mount) (Stal~o~ary) Weight 14' 8-1400-R 8-1400-PB &1400-SB 91 16' 8-1600-R 8-1600-PB 8-1500-SB 91 25' 8-2500-R 8-2500-PB 8-2500-SB 99