Loading...
HomeMy WebLinkAboutB16-0031_S103_1478903292.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 G G H H I I J J K K L L G1 G2 G3 G4 G5 GA GA GB GB GC GC GD GD OPEN TO BELOW OPEN TO BELOW 8 3/4x12 GL @ 48" OC 8 3/4x12 GL @ 48" OC W10x45 (3) 2x10 (3) 2x10 80'-8" 2'-4" 3'-6 1/2" 4'-5 1/2" 14'-11 1/2" 1'-0 1/2" 15'-11" 11'-1" 2'-0" 9'-3" 14'-3" 1'-10" 29'-5 1/2" 5'-5 1/2" 1'-2" 5'-5 1/2" 17'-4 1/2" 23'-6" 13'-2"8'-6 1/2"1'-9 1/2" 37'-9" 3'-0" 4'-11 1/8" 2'-0 7/8" 6'-0" 1'-7" 3'-6" 12'-3" 10" 1'-4" 1'-0" 1'-3" W12x30 2x T&G 23'-2" 8 3/4x12 GL @ 48" OC W12x30 (3) 2x6 (3) 11 7/8" LVL W8x40 HSS5x5x1/4 (2) 11 7/8" LVL (2) 11 7/8" LVL 11 7/8" TJI-360 11 7/8" TJI-360 11 7/8" TJI-360 (3) 11 7/8" LVL W10x12 HSS4x4x1/4 11 7/8" LVL W10x12 (3) 2x6 (3) 11 7/8" LVL (3) 11 1/4" LVL (2) 11 1/4" LVL (3) 11 1/4" LVL 5 1/4x11 7/8 PSL HSS8x4x3/8 (2) 2x6 (2) 2x6 (3) 11 7/8" LVL (3) 11 7/8" LVL H3 - 12W12x30 H1 - 11 H1 - 11 6x10 6x10 6x10 6x10 6x10 8x14 6x10 6x10 8x8 BRACKET 8x8 BRACKET 8x8 BRACKET 8x8 BRACKET 2x T&G 23'-2 3/4" (2) 11 7/8" LVL W10x12 HSS3x3x1/4 6x10 6x10 SLOPE 6" / 12" SLOPE 6" / 12" W8x28 W8x28 W6x12 W6x12 W6x12 HSS 2x2x1/4 PURLINS @ 21" OC TYP 2x T&G TYP WS2 W8x18 H7 - 21 W10x19 HSS4x4x1/4 (2) 2x6 (3) 11 7/8" LVL H2 - 22 H1 - 11 SLOPE 2 1/2" / 12" H4 - 11 (3) 11 7/8" LVL H6 - 21 H1 - 11 (3) 11 7/8" LVL H1 - 11 W1-C1 W1-C1 W1-C2 W1-B1 W1-C2 W1-B2 W1-B1 W1-A3 W1-A1 W1-B1 W1-B3 W1-B2 W1-A1 W1-B1 11 1/4" LVL @ 16" OC 11 1/4" LVL @ 16" OC W21x44 ( 23' - 8 1/4" ) 10k 13k 24k 10k 10k 20k 24k 10k 20k ( 23' - 6 3/4" ) ( 23' - 6 3/4" ) ( 23' - 0 1/2" ) ( 23' - 1 1/4" ) ( 23' - 6 3/4" ) 10k 10k W12x26 W18x35 31k 31k31k 44kW18x35 ( 23' - 6 3/4" ) ( 20' - 8 1/4" ) 1 S610 1 S610 1 S610 1 S610 1 S610 1 S610 3 S610 3 S610 3 S610 3 S610 13 S610 12 S610 12 S610 3 S610 7 S610 12 S610 2 S610 2 S610 2 S610 7 S610 4 S610 14 S610 15 S610 16 S610 17 S610 18 S610 17 S610 18 S610 19 S610 19 S610 20 S610 20 S610 8 3/4x12 GL 1 S611 13 S621 5 S611 5 S611 6 S611 3/4" PLY 23'-9" WS3 3/4" PLY 23'-9" 3/4" PLY WS3 3/4" PLY 23'-9" WS3 3/4" PLY WS3 10 S621 7 S611 HSS10x4x1/4 HSS10x4x1/4 W8x24 1 S510 6 S510 1 S621 1 S621 SIM 2 S621 3 S621 . 4 S621 10 S611 10 S611 WS2 WS2 2 S620 SIM 14 S620 10 S510 1 1/8" ( 22' - 10 3/8" ) (2) 11 7/8" LVL 9 S611 W1-A0 W1-A0 WS3 BENT BENT BENT 11'-1 3/4" 10 1/2" Ø PENETRATION CENTERED IN BEAM WEB W2-B0 W2-B0 6x10 6x10 6x10 H3 - 11 14 S620 2 S620 SIM C12x20.7 (23'-9 3/4") C12x20.7 (23'-9 3/4") SIM 5 S611 SIM H2 - 11 9 S510 SIM 9'-7 1/4" HSS6x5x1/2 HSS6x5x1/2 18 S611 18 S611 H2 - 22 3/4" PLY 23'-2 3/4" WS3 13 S500 7 S510 8 S510 ( 23' - 10 1/4" ) ( 23' - 10 1/4" ) 16 S610 SIM W10x12 ( 23' - 6 3/4" ) (2) 11 7/8" LVL W2-B0 13 S500 ( 23' - 8 3/4" ( 23' - 8 3/4" ) DN 5 S510 17 S621 17 S621 14 S620 HSS4x4x1/4 (2) 11 7/8" LVL 19 S621 19 S621 SIM FLOOR PLAN NOTES 1. ALL FLOOR SHEATHING SHALL BE 3/4" APA-RATED PLYWOOD, WS3, SEE . 2. ALL FLOOR JOISTS ARE 11 7/8" 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 STRUCTURAL WALLS ABOVE THE FLOOR, SEE 12/S-600. 5. INDICATES STRUCTURAL WALLS BELOW 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. 10. BP-X INDICATES BASE PLATE TYPE. SEE H4-12 W1-B6 14/ S601 12/ S500 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 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 3090 BOOTH CREEK DR VAIL, COLORADO 3/1/2016 3:26:58 PM C:\Proj\M15.1107-Reimers_Residence-RS16_KMertens.rvt S103 REIMERS RESIDENCE UPPER LEVEL PLAN KM KH PD M15.1107.S.01 M15.1107.S.01 03/01/16 1/4" = 1'-0" UPPER LEVEL PLAN NORTH 3/2/2016 04/11/16