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HomeMy WebLinkAboutB15-0026_S-102_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 15 15 W16x50 W14x48 (2) 1 3/4x14 LVL (2) 1 3/4x14 LVL 14" LVL @ 12" OC W8x216 3/4x12 GLU-LAM @ 48" OC MAX 14" TJI-360 @ 16" OC (4) 1 3/4x14 LVL OVERFRAMED FLOOR 1 1 1 H4 (GIRT) OPEN TO BELOW OPEN TO BELOW T.O. PLYWOOD 8316' 0 1/4" 13 4 4 4 4 (4) 1 3/4x14 LVL (2) 1 3/4x14 LVL 14" TJI-210 @ 16" OC W1 W1 1 1 1 8 3/4x12 GLU-LAM (3) 1 3/4x11 7/8 LVL PLYWD 3/4" 2 3/4" @ 48" OC MAX. 6 3/4x12 CURVED GLU-LAM T/WALL= 8316' - 8 1/2" H6-23 H6-23 H8-12 W1-B0 HSS10x5x5/165 1/4 X 5 1/4 PSL (GIRT) W2-B0 W4-B2 H2-11 @ 48" OC MAX 6 3/4x12CURVED GLU-LAM H2-11 H8-25 H3-12H1-12 H1-11 H1-11 H3-12 H8-11 W12x22 W12x22 TO PLY= 8318'-7 1/4" TO DECK= 8315'-6 1/8" TO DECK= 8315'-8 5/8" W1-C4 W1-C4 W1-B0 W1-B0 W1-B6 W1-C0 W1-C7 W1-F12 W1-B6 TO DECK= 8315'-6 3/4" 4x8 P.T. DF#1 @ 24" OC H2-12 H8-22 9 S-610 9 S-610 9 S-610 7 S-610 1 S-610 12 S-610 16 S-610 16 S-610 1 S-610 2 S-610 5 S-610 5 S-610 2 S-610 2 S-610 1 S-610 1 S-611 1 S-611 2 S-611 2 S-611 2 S-611 3 S-611 3 S-611 18 S-620 18 S-620 19 S-620 7 S-621 8 S-621 S-510 1 10 10 W3-A6 W1 W1-B2 4 H2-11 W12x45 ( 8315' - 10" ) W12x58 ( 8315' - 10" ) W16x50 ( 8314' - 7 1/8" ) W12x87 ( 8315' - 10" ) W12x26 ( 8315' - 10" ) W12x87 ( 8315' - 10" ) W16x31 ( 8315' - 10" ) W10x22 ( 8315' - 10" ) W16x31 ( 8315' - 10" ) (CURVED) 4 W14x48 H4 H4 H4 W1-G 6 S-303 6 S-303 7 S-303 10x10 10 S-621 7 S-611 8 S-611 9 S-611 1 S-611 10 S-611 11 S-611 14"TJI-360 @ 16"OC H2-11 4x4 P.T. DF #1 @24" OC @ 16" OC 14" TJI-560 10 S-620 4x8 RAFTER TAIL @ 48" OC 14" LVL @ 16" OC 14" TJI-360 @ 16" OC H2-11 W1-B7 W1-B7 8 3/4x15 GLU-LAM @ 48" OC MAX 2x6 FRM @ 16" OC TYP 2 3/4" 0" H2-11 1 3/4x11 7/8 LVL (3) 1 3/4x7 1/4 LVL HIGH AT FIRE PLACE W12x26 ( 8315' - 3 7/8" ) 1 3/4x11 7/8 LVL H2-11 BELOW 15 S-620 W14x48 ( 8314' - 5 1/4" ) W14x48 ( 8314' - 5 1/4" ) W21x55 ( 8325' - 3 1/4" ) W14x48 ( 8317' - 7 5/8" ) W14x48 ( 8317' - 7 5/8" ) ( 8315' - 0 1/2" ) W8x21 ( 8314' - 4 1/8" ) 16 S-500 9 S-501 9 S-501 6 3/4x12 GLU-LAM @ 48" OC MAX 2 HSS18x6x5/8 ( 8318' - 1" ) FLOOR PLAN NOTES 1. ALL FLOOR SHEATHING SHALL BE 3/4" APA-RATED PLYWOOD. 2. ALL FLOOR JOISTS ARE 14" TJI-210 @ 16" OC, UNO. 3. DECK COMPOSITION SHALL BE 3/4" PLYWOOD OVER RIPPED SLEEPERS @ 24" OC SLOPED TO DRAIN OVER 3/4" PLYWOOD ON 2x T&G DECKING. 4. INDICATES OVERFRAMED FLOOR. 5. INDICATES SHEAR WALLS ABOVE THE FLOOR, SEE 12/S-600. 6. INDICATES HEADER MARK, SEE 16/S-600. HEADERS SHOWN ARE IN WALLS BELOW FRAMING. 7. SEE S-0 SERIES FOR GENERAL NOTES AND QUALITY ASSURANCE NOTES. 8. SEE S-500 AND S-501 FOR TYPICAL STEEL DETAILS. 9. SEE S-600, S-601, AND S-602 FOR TYPICAL WOOD DETAILS. W1-B6 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 10:03:59 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-102 Fleeger Residence UPPER LEVEL 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" UPPER LEVEL FRAMING 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