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HomeMy WebLinkAboutB16-0031_S104_1480363538.pdf1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 A A B B C C D D E E F F H H I I J J K K L L M M G1 G2 G3 G4 G5 GA GA GB GB GC GC GD GD LOW HSS5x5x1/4 HANGER 11 7/8" TJI-210 @ 24" OC HSS8x4x1/4 10x14 6x10 6x10 6x10 6x10 6x10 6x10 6x10 6x10 W8x18 W10x15 11 7/8" TJI-210 @ 24" OC 11 7/8" TJI-210 @ 24" OC HSS5x5x1/4 HSS5x5x1/4 W12x35 6x10 6x10 6x10 6x10 11 7/8" TJI-210 @ 24" OC 10x14 10x14 10x14 10x14 10x14 6x10 6x10 10x14 6x10 6x10 6x10 6x10 1 3/4x11 7/8 LVL 1 3/4x11 7/8 LVL 11 7/8" TJI-210 1 3/4x11 7/8 LVL (3) 2x10 H2-11 (3) 11 7/8" LVL 8x10 8x10 8x10 8x10 8x10 8x10 HSS4x4x1/4 HSS4x4x1/4 14" TJI-210 @ 24" OC 8x10 8x10 8x10 W14x22 W14x22 11 7/8" LVL 11 7/8" LVL 6x10 6x10 10x14 6x10 82'-2" 2'-4" 3'-6 1/2" 4'-5 1/2" 15'-0 1/2" 11 1/2" 16'-0" 11'-0" 2'-0" 9'-3" 14'-3" 3'-4" 3'-0" 4'-11 1/8" 6 3/8" 8'-11 1/4" 2 3/8" 2'-8" 10" 12'-3" 10" 1'-4" 1'-0" 1'-3" 37'-9" 23'-6" 13'-2"8'-6 1/2"1'-9 1/2" 29'-9" 5'-9" 1'-2" 5'-5 1/2" 17'-4 1/2" (3) 7 1/4" LVL H4 - 11 H3-11 6x10 6x10 6x10 (3) 11 7/8" LVL (3) 2x6 (3) 2x6 6x10 6x10 6x10 6x10 6x10 6x10 5 1/4x5 1/2 PSL 5 1/4x5 1/2 PSL SLOPE 6" / 12" SLOPE 6" / 12" SLOPE 4" / 12" SLOPE 4" / 12" SLOPE 6" / 12" SLOPE 6" / 12" SLOPE 6" / 12" SLOPE 6" / 12" SLOPE 2 1/2" / 12" SLOPE 2 1/2" / 12" SLOPE6" / 12"SLOPE6" / 12"SLOPE 2 1/2" / 12"(3) 11 7/8" LVL HSS5x5x1/4 HSS5x5x1/4 H8 - 22 H8 - 22 3x 3x 3x H3 - 11 H3 - 11 H1 - 11 10x14 10x14 6x106x10 10x14 10x14 W12x35 6x106x10 6x106x10 6x10 (2) 2x6 H1 - 11 H1 - 11 8x10 8x10 8x10 HSS6x4x1/4 W10x19 HSS6x4x1/4 H2 - 11 H2 - 11H2 - 11H2 - 11 H2 - 12 H1 - 12 H1 - 11 14" TJI-560 @ 16" OC H2 - 11 H1 - 11 H4 - 11 H1 - 11 W16x36 W21x44 14" TJI-210 @ 24" OC W14x22 W14x22 44k ( 38' - 0 5/8" ) ( 38' - 4 7/8" ) ( 37' - 9 3/8" ) ( 38' - 0" ) 18k 16k 16k 43k 43k 22k 22k 34k 10k 5/8" PLY WS1 5/8" PLY WS1 5/8" PLY WS1 5/8" PLY WS1 5/8" PLY WS1 4 S620 2 S620 3 S620 1 S620 SIM 7 S620 6 S620 6 S620 5 S620 6 S620 9 S620 10 S620 11 S620 12 S620 12 S620 13 S620 13 S620 14 S620 14 S620 14 S620 14 S620 14 S620 15 S620 15 S620 16 S620 16 S620 16 S620 16 S620 16 S620 17 S620 17 S620 18 S620 6x10 6x10 6x10 8 S620 2 S620 9 S621 9 S620 6x10 6x10 6x10 12 S621 2 S611 1 1/8" 44k W24x62 9 S510 6x10 6x10 6x10 6x10 13 S500 15 S621 19 S620 6x10 RIPPED 2x12 @ 16" OC H2 - 12 1/2" PLY 20 S620 6 S621 3 S510 4 S510 G G 6x10 14 S620 3'-1 1/2" 6'-3 1/2" 11 7/8" LVL 11 7/8" LVL 11 7/8" LVL 11 7/8" LVL 11 7/8" LVL 11 7/8" LVL 11 7/8" LVL11 7/8" LVL 2 S620 15 S510 TYP LOW 4 S620 HIGH 20 S510 20 S510 5 5 ROOF PLAN NOTES 1. ALL ROOF SHEATHING SHALL BE 5/8" APA-RATED PLYWOOD. 2. EXTERIOR ROOF FRAMING SHALL BE 5/8" APA-RATED SHEATHING ON 2x T&G DECKING ON TIMBER RAFTER TAILS. 3. INDICATES EXTERIOR ROOF WITH 3x T&G DECKING. 4. ALL ROOF RAFTERS JOISTS ARE 11 7/8" TJI-210 @ 24" OC, UNO. 5. INDICATES SHEAR WALLS BELOW THE ROOF, SEE 11/S-600. 6. INDICATES HEADER MARK, SEE 18/S-601. HEADERS SHOWN ARE IN WALLS BELOW FRAMING. 7. INDICATES AREAS OF OVERFRAMING. 8. SEE ARCHITECTURAL DRAIWNGS FOR EXPOSED TIMBER RAFTER SPACING AND TOP OF STEEL ELEVATIONS. 9. SEE S-0 SERIES FOR GENERAL NOTES AND QUALITY ASSURANCE NOTES. 10. SEE S-500 FOR TYPICAL STEEL DETAILS. 11. SEE S-600, S-601, AND S-602 FOR TYPICAL WOOD DETAILS. H4-12 3x WOOD HEADER SCHEDULE MARK SIZE HEADER KEY H2 - 22 # KING STUDS # TRIMMER STUDS HEADER MARK H1 (3) 2x6 H2 (3) 2x8 H3 (3) 2x10 H4 (3) 2x12 H5 (3) 1 3/4 x 5 1/2 LVL H6 (3) 1 3/4 x 7 1/4 LVL H7 (3) 1 3/4 x 9 1/4 LVL H8 (3) 1 3/4 x 11 7/8 LVL H9 (2) 2x8 5 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2016 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 PRICING 1/15/16 COORDINATION 2/9/16 CD 3/1/16 4/26/16 CD SET REV 8/12/16 ASI #5 5 3090 BOOTH CREEK DR VAIL, COLORADO 9/16/2016 9:43:35 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S104 REIMERS RESIDENCE ROOF PLAN KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 1/4" = 1'-0" ROOF PLAN NORTH SLOPE 2 1/2" / 12" 09/16/2016 11/28/16