Loading ...
Connext P...
Architecture
PDF Files
16
0
Try Now
Log In
Pricing
60'-0" 40'-0" 11'-8"20'-8"24'-7 1/2"¯12 12 5 5 Sample Elevations: Do Not Scale DRAWING No. 001 PRINTED: 02-02-2017 COPYRIGHT LAWS PROHIBIT REPRODUCTION OR USE OF THIS DRAWING IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF TEAM TIMBER, LLC. DO NOT SCALE DIMENSIONS ON THESE DRAWINGS. THESE IMAGES ARE MACHINE REPRODUCTION AND MAY CONTAIN A MARGIN OF ERROR. REVISIONS: DRAWING INFO: Sample Elevations 40' x 60' 11'-8" 16'-8" 11'-8" 40'-0" 60'-0"+ 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12 12 5 5 1 1/2" 6'-11 1/2" 7'-7 1/2" 16'-3 11/16"¯ 20'-7 1/2" 25'-1 3/16"¯ 0 Frame Elevations: Do Not Scale DRAWING No. 002 PRINTED: 02-02-2017 COPYRIGHT LAWS PROHIBIT REPRODUCTION OR USE OF THIS DRAWING IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF TEAM TIMBER, LLC. DO NOT SCALE DIMENSIONS ON THESE DRAWINGS. THESE IMAGES ARE MACHINE REPRODUCTION AND MAY CONTAIN A MARGIN OF ERROR. REVISIONS: DRAWING INFO: Frame Elevations 40' x 60' Wood Type ITEM Description Pcs. width[in] height[in] length[ft] Volume[BF] EWP RB1 Ridge Beam 10 2 10 12' 200 EWP SPC1 Sill Plate Cover 8 3 8 11' 176 EWP SPC2 Sill Plate Cover 6 3 8 11'-4" 136 EWP SPC3 Sill Plate Cover 2 3 8 15'-4" 61 EWP KB1 Knee Brace 132 4 6 3'-8" 968 EWP R1 Rafter 20 4 8 11'-4 7/16" 606 EWP R2 Rafter 42 4 10 14'-11 3/4" 2097 EWP KP1 King Post 2 6 6 2'-6 1/8" 15 EWP KP2 King Post 9 6 6 2'-6 1/8" 68 EWP AB1 Angle Brave 22 6 6 4'-2 13/16" 279 EWP KB2 Knee Brace 12 6 6 5' 180 EWP TB1 Tie Beam 13 6 6 15'-3 1/8" 595 EWP R3 Rafter 22 6 8 11'-4 7/16" 1001 EWP SR1 Structural Ridge 2 6 8 12' 96 EWP SR2 Structural Ridge 3 6 8 12' 144 EWP J1 Joist 20 6 8 12' 960 EWP P1 Post 4 8 8 10'-6 15/16" 226 EWP P2 Post 8 8 8 10'-6 15/16" 451 EWP BJ1 Band Joist 12 8 8 10'-10 15/16" 698 EWP P3 Post 4 8 8 19'-10 15/16" 425 EWP P4 Post 8 8 8 19'-10 15/16" 850 EWP G1 Girder 8 8 10 10'-10 15/16" 582 EWP LB1 Ledger Board 4 8 10 10'-10 15/16" 291 EWP G2 Girder 12 8 10 11'-2 15/16" 900 EWP LB2 Ledger Board 6 8 10 11'-2 15/16" 450 EWP PB1 Plate Beam 8 8 12 12' 768 EWP PB2 Plate Beam 12 8 12 12' 1152 PT PTS3 Pressure Treated Sill 2 2 8 6'-9" 18 PT PTS2 Pressure Treated Sill 2 2 8 12' 32 PT PTS1 Pressure Treated Sill 10 2 8 16' 213 Timber List Item No. Volume[BF] EWP 14375 PT 263 Total 14638 EWP- Eastern White Pine PT- Pressure Treated 1). The frame design shown has not been engineered and is only intended as a general outline. It is the sole responsibility of the homeowner and/or contractor to determine if local or state code requires an engineer’s stamp on plans before erection. Team Timber, LLC does not design to a specific area and for that matter will not hold any reasonability or warranty plans if plans do not satisfy the requirements of local and/or state building codes. 2). The homeowner/contractor is responsible for locating and the protection of all existing utilities and adjacent structures throughout all phases of construction. 3). The homeowner and/or contractor (builder) is responsible for implementing job site safety and construction procedures in accordance with national, state, and local safety requirements. The design, adequacy and safety of erection, bracing, shoring, temporary supports, etcetera is the sole responsibility of the builder. The builder is responsible for the stability of the structure prior to the completion of all gravity and lateral framing, roof and floor diaphragms and finish materials. Team Timber assumes no responsibility for any changes or modifications that may be made to the plans by the builder. 4). These plans do not cover work in areas not explicitly shown on the plans, including stick framed portions, adjacent buildings, basements/crawl- space areas, or any other changes or modifications. 5). Homeowner/contractor shall verify all dimensions and job site conditions before commencing work and shall report any discrepancies to Team Timber, LLC if modifications need to be made. 6). Use written dimensions. Do not use scaled dimensions. Where no dimension is provided, consult Team Timber, LLC for clarification before proceeding with the work. 7). Timbers- Unless otherwise noted, solid sawn timber shall be equivalent to ungraded eastern white pine No. 2 or better. Timbers shall be rough sawn, and sized to full stated dimensions (e.g. 8x8 = 8.0” x 8.0”). 8). Timber screws- Unless noted otherwise, all screws shall be GRK RSS, GRK Caliburn or Fastenmaster Timberloks. Screw holes shall not be pre-drilled unless otherwise noted. General Notes ITEM Pieces T-Rex CR6060 29 T-Rex CR6018 11 T-Rex CR8010 36 T-Rex CR8010-ALT 24 T-Rex CR8080 56 T-Rex CR83W 16 T-Rex CR63W (8” Plate Beam) 4 12" GRK RSS 256 10" GRK RSS 152 8” GRK RSS 528 5” GRK RSS 912 5” GRK Caliburn 144 ½” x 6” Aluminum Pins 148 ½” x 8” Aluminum Pins 420 Fasteners DRAWING No. 003 PRINTED: 02-02-2017 COPYRIGHT LAWS PROHIBIT REPRODUCTION OR USE OF THIS DRAWING IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF TEAM TIMBER, LLC. DO NOT SCALE DIMENSIONS ON THESE DRAWINGS. THESE IMAGES ARE MACHINE REPRODUCTION AND MAY CONTAIN A MARGIN OF ERROR. REVISIONS: DRAWING INFO: Timber List 40' x 60'