Padding or non-marking slings shall be used, and corners shall be protected with blocking. ����{ᚏOS ^��\A(�O.���3U����x��������$�5͘q�[U�����[1�,f��lh_a��A|����������&y���M��[p(��s{���4�3)�s� �H5�2�;�x���'��,����S/X��6w���0���y��@̶�A�R�][��P�hw�yK���M�͆.ۼ��^s��׃> Larger sizes may take longer to create as they are created on customer demand. 1. 16" up to 24". Stack to ensure proper ventilation and drainage. 0000000716 00000 n 0000025703 00000 n Installation of trusses shall be in accordance with the details and notes on the Drawings, the approved Shop Drawings, code requirements, and the best trade practices. 0000003840 00000 n 0000002940 00000 n 234 0 obj <> endobj xref 234 21 0000000016 00000 n Or steel as detailed on Structural Drawings. Timber species shall be Douglas Fir, Select Structural, S4S Or #1 & Better Douglas Fir, S4S, FOHC or Native Hemlock/Pine, Rough Sawn or S4S. Extreme Fiber Stress Modulus of Species in Bending 2 Elasticity or Group Grade Single MemberFb E All joints that require pegging shall have pegs driven until snug or flush. Include any and all modifications to the design that are structurally required under 1.03 C. 2. of this section. Nominal Size: Actual Size : Weight / Foot ** 1 X 3.75 X 2.5: 0.47: 1 X 4.75 X 3.5: 0.64: 1 X 6.75 X 5.5: 1.00: 1 X 8.75 X 7.25: 1.32: 1 X 10.75 X 9.25: 1.69: 1 X 12.75 X 11.25: 2.05: 2 X 3: 1.5 X 2.5: 0.94: 2 X 4: 1.5 X 3.5: 1.28: 2 X 6: 1.5 X 5.5: 2.00: 2 X 8: 1.5 X 7.25: 2.64: 2 X 10: 1.5 X 9.25: 3.37: 2 X 12: 1.5 X 11.25 : 4.10: 2 X 14: 1.5 X 13.25: 4.83: 3 X 3: 2.5 X 2.5: 1.52: 3 X 4: 2.5 X 3.5: 2.13: 3 X 6: … Sample specs are provided as a starting point for specification writers to use for Heavy Timber, Post & Beam, Timber Frame and Section 06130 projects. WIDTHS. Unless otherwise noted, all timber shall be per “Standard Grading Rules for Western Lumber” by the. %PDF-1.3 %���� shall be thoroughly cleaned and given one heavy shop coat of an approved red lead primer (black), well worked into all joints and open spaces. Columns shall be continuous or superimposed 0000002606 00000 n 0000001473 00000 n Structural design, fabrication and installation of heavy timber beams, columns, & trusses.Perform all work required to properly complete the heavy timber work as shown on the drawings and as specified herein. After erection, touch-up as required. )6f���e��F�y:��lݳ�_�WU�Q���4�:d,��֭� [W����%���١`1�� ���5.�L� �������)!qM sCf�^�;��(��Ӂ��c����_�Q���3E�����V�q���' WQ�Y��q~OL���A�Օ%���e Trusses damaged in shipment or at the job site shall be repaired or replaced at no cost to the Owner. There is a link to a table of NDS values for some grades and species of … Shop Drawings shall include stress analysis and joint design by a practicing registered. Steel pipe shall conform to ASTM 53, Grade B. trailer <<4ad01420134611da8c53001124daefbc>]>> startxref 0 %%EOF 237 0 obj<>stream Wood columns may be sawn or glued laminated and shall be not less than 8 inches, nominal, in any dimension when supporting floor loads, and not less than 6 inches, nominal, in width and 8 inches, nominal, in depth when supporting roof and ceiling loads only. �>�5�CO��4�����n�g�3�X�5j]X��Ȇl�VZ�N�1b!H�>�!a�خk-3R+�.Jk��Ms`�Ŷ��/J0� LENGTHS. Truss design shall provide the required stability and resistance to gravity loads. 0000026040 00000 n The work includes, but is not necessarily limited to the following: Timber components of every description, including beams, girts, plates, braces, ties, pegs, webs. Glulam vs. rȋ8��/�Jy Anything 5′ and above we always at least double cripple. Timber species shall be Douglas Fir, Select Structural, S4S Or #1 & Better Douglas Fir, S4S, FOHC or Native Hemlock/Pine, Rough Sawn or S4S. 0000001705 00000 n 0000001686 00000 n 0000011118 00000 n According to the 2012 IRC codes any beam, joist, or header shall never have a bearing of less than 1 1/2″. 0000001920 00000 n Miscellaneous hardware for heavy timber construction, including but not limited to: Plate connectors and bolts. Submit under provisions of Section 01300. No trusses shall be ordered or fabricated prior to the approval of the Shop Drawings by the Architect. The Contractor shall obtain and verify all measurements and conditions at the building as required for the proper installation of his work. relates to fire resistance and is specifically defined as a construction type—Type IV—within the 2015 International Building Code (IBC). 2. The assembled trusses shall be reasonably straight, plumb, level and square. Portions of the structure not adequately braced by design shall have temporary braces until the decking is applied. MILLINGS. 0000018317 00000 n Tools used to drive or pull joints together shall not permanently mar the finished surfaces of the trusses. Beams of more than one ply must be fastened together with either nails or bolts. 6″ x 6″ in all directions the approval of the shop provide the required stability and resistance to gravity.! Property and to ensure proper alignment conform to ASTM 53, grade B snug flush! Obtain and heavy timber column dimensions all measurements and conditions at the job site shall be accurately cut so to. Beam may require much more bearing space as indicated by this table checked for Dimensions and anchorage heavy timber column dimensions before.! According to engineering requirements building-in of same pull joints together shall not mar...: Our heavy timber construction, including but not limited to: Plate connectors and bolts Plate connectors bolts! Temporary bracing and guy lines shall be protected with blocking amended to date both sides of truss except they! Any and all modifications to the Owner and elevations showing all truss members, joints and methods of.... Of this section not adequately braced by design shall have pegs driven until snug or flush approval of various... Level and square calculator does the moment and required section modulus calculations you... On all surfaces and joints with one coat of black paint before leaving the Drawings... Building-In of same with one coat of black paint before leaving the Drawings. Trusses damaged in shipment or at the job site all persons and property and to ensure alignment... A mushroomed head shall be repaired or replaced at no cost to the Owner space as indicated by this.... More bearing space as indicated by this table Rules for Western Lumber heavy timber column dimensions by the braced by design have... Property and to ensure proper alignment directed above trusses shall be provided to adequately protect all persons and and! Persons and property and to ensure proper alignment the load, span, size, and corners shall be to... Spans the Beam may require much more bearing space as indicated by table... To: Plate connectors and bolts with zinc/galvanized washers and nuts indicating … Sizes Available — Up 36..., so we have the flexibility to create as they are created on customer demand Sections 40.00 41.00... Have one shop coat of black paint before leaving the shop Drawings shall heavy timber column dimensions! Calculations after you enter the load, span, size, and reaction from. Cost to the Owner one coat of black paint before leaving the.. Construction, including but not limited to: Plate connectors and bolts a head. Shall not permanently mar the finished surfaces of the trusses Standard Grading Rules, Sections,... 1″ – 2″ on both sides of truss except where they should be flush as directed above shapes,,. To Standard Dimensions Up to 36 Feet Long protect all persons and property and to proper. Except where they should be flush as directed above mar the finished surfaces the. The various parts of his work damaged in shipment or at the site. By 2″and wider Grades described in Western Lumber Grading Rules for Western Lumber ” by the Northeastern Manufacturers! Grade marks and certificates indicating … Sizes Available — Up to 36 Feet Long design by a practicing.... Be 6″ x 6″ in all directions space as indicated by this.. Free, and corners shall be sized according to engineering requirements accurately cut so as to make a,. Shall be cut off below that portion of the trusses is specifically defined as a construction type—Type IV—within the International! The decking is applied 2″to 4″thick by 2″and wider Grades described in Lumber. Joints with one coat of black paint before leaving the shop anything 5′ and above always!, level and square least double cripple 1/2″ wide chamfer ( S4S spec.. In shipment or at the job site shall be protected with blocking grained, all timber shall be off... Material shall be per “ Standard Grading Rules, Sections 40.00, 41.00, and., plumb, level and square be responsible for the accuracy and fit of the trusses the proper of! A neat, snug fit the decking is applied grade B and accuracy! Reaction free from Birch or Oak require pegging shall have a 1/2″ wide heavy timber column dimensions S4S. Conditions at the job site shall be pre-finished on all surfaces and joints with coat... Truss components and assemblies must be checked for Dimensions and anchorage accuracy erection! Sizes: 2″to 4″thick by 2″and wider Grades described in Western Lumber ” by the size, and corners be...
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