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HomeMy WebLinkAboutB15-0026_S-103_1438367880.pdf1 1 A A B B C C D D E E F F G G H H I I J J 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 3/4 X 13 1/2 GLU-LAM 10 3/4 X 13 1/2 GLU-LAM @ 48" O.C. CURVED 8 3/4 X 18 GLU-LAM @ 48" O.C. CURVED 6 3/4 X 18 GLU-LAM @ 48" O.C. CURVED 6 3/4 X 18 GLU-LAM (2) 1 3/4x11 7/8 LVL (2) 1 3/4x11 7/8 LVL 10 3/4 X 13 1/2 GLU-LAM 10 3/4 X 13 1/2 GLU-LAM 10 3/4 X 13 1/2 GLU-LAM 10 3/4 X 13 1/2 GLU-LAM 4X8 RAFTER TAIL @ 48" O.C.5 1/4 X 7 1/4 PSL GIRT 4 4 4 4 17 17 . 10 3/4 X 13 1/2 GLU-LAM (3) 1 3/4x7 1/4 LVL @ 16" O.C. 11 7/8" TJI-210 (3) 1 3/4x11 7/8 LVL 1 3/4x11 7/8 LVL BELOW GL BEAMS 14" TJI-560 @ 16" O.C. 14" TJI-360 @ 16" O.C. @ 16" O.C. 14" TJI-560 H1-11 4 4 W3-B5 W1-C5 H1-11 H6-22 H2-11 H8-32 H1-11 H6-33 H1-11 H2-11 H2-22 H3-21 H8-21 H7-21 H7-21 H8 H8-22 H3-21 H2-12 H1-11 4 L4x4x1/2 1 S-620 1 S-620 1 S-620 2 S-620 2 S-620 2 S-620 3 S-620 3 S-620 5 S-620 5 S-620 6 S-620 7 S-620 HIGH 7 S-620 HIGH 7 S-620 HIGH 8 S-620 8 S-620 SIM 8 S-620 8 S-620 SIM 8 S-620 SIM 8 S-620 8 S-620 SIM 9 S-620 9 S-620 9 S-620 SIM 10 S-620 11 S-620 11 S-620 13 S-620 LOW 13 S-620 LOW 14 S-620 LOW 13 S-620 LOW 20 S-620 12 S-620 LOW 1 S-621 1 S-621 2 S-621 3 S-621 5 S-621 6 S-621 S-510 1 10 10 5 1/4 X 7 1/4 PSL GIRT 5 1/4 X 7 1/4 PSL GIRT SLOPE CURVED SLOPE 2:12 SLOPE CURVED SLOPE CURVED HSS8x4x5/8 3 S-620 16 S-620 W10x30 ( 8324' - 0 1/2" ) 8 S-501 ROOF PLAN NOTES 1. ALL SHEATHING AT CURVED ROOFS SHALL BE 6 1/2" STRUCTURAL INSULATED PANELS. 2. ALL SHEATHING AT 2:12 SLOPED ROOFS SHALL BE 6 1/2" STRUCTURAL INSULATED PANELS. 3. INDICATES SHEAR WALLS BELOW ROOF, SEE 12/S-600. 4. INDICATES HEADER MARK, SEE 16/S-600. HEADERS SHOWN ARE IN WALLS BELOW FRAMING. 5. SEE ARCHITECTURAL DRAWINGS FOR GLULAM RAFTER SPACING AND TOP OF STEEL ELEVATIONS. 6. SEE S-0 SERIES FOR GENERAL NOTES AND QUALITY ASSURANCE NOTES. 7. SEE S-500 AND S-501 FOR TYPICAL STEEL DETAILS. 8. SEE S-600, S-601, AND S-602 FOR TYPICAL WOOD DETAILS. H4-12 WOOD HEADER SCHEDULE MARK SIZE # KING STUDS # TRIMMER STUDS REMARKS H1 (3) 2x6 H2 (3) 2x8 H3 (3) 2x10 H4 (3) 2x12 H5 (3) 1 3/4 x 5 1/2 LVL H6 H7 H8 H9 (3) 1 3/4 x 7 1/4 LVL (3) 1 3/4 x 9 1/4 LVL (3) 1 3/4 x 11 7/8 LVL (2) 2x6 HEADER KEY H2 - 22 HEADER MARK H10 (3) 1 3/4 x 14 LVL NOTES: 1. SEE FOR ADDITIONAL REQUIREMENTSS-600 16 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2013 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PERMIT 6/14/13 PROGRESS SET 10/27/14 PERMIT SET 02/03/15 2/5/2015 10:04:03 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-103 Fleeger Residence ROOF FRAMING PLAN 2950 Booth Creek Drive, Vail, CO SJM SJM PD 12.0362.S.01 12.0362.S.01 09/20/2013 1/4" = 1'-0" ROOF PLAN NORTH COLUMN SCHEDULE MARK TYPE REMARKS 1 (2) 2x6 2 (3) 2x6 3 (4) 2x6 4 5 1/4 x 5 1/4 PSL 10 HSS3x3x1/4 11 HSS4x4x1/4 12 HSS4x4x1/2 13 HSS5x5x1/4 14 HSS5-1/2x5-1/2x3/8 15 HSS6x6x1/4 16 HSS6x6x1/2 17 HSS10x5x3/8 2/3/2015 07/31/15