Loading...
HomeMy WebLinkAboutB16-0031_S102_1480363500.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 HSS6x5x1/2 BP3 HSS5x5x1/4 BP2 HSS5x5x1/4 BP2 HSS5x5x1/4 BP3 HSS4x4x5/16 HSS4x4x5/16 5 1/2" LVL @ 16" OC (2) 11 7/8" LVL (2) 11 7/8" LVL 10x10 HSS4x3x1/4 BP2 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" 29'-9" 5'-9" 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" 6 3/8" 8'-11 1/4" 2 3/8" 2'-8" 10" 12'-3" 10" 1'-4" 1'-0" 1'-3" (2) 2x6 (2) 2x6 HSS5x5x1/4 BP3 HSS4x4x1/4 BP2 HSS4x4x1/4 BP2 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 BP3 HSS4x4x1/4 BP3 SOG5 10'-1 1/4" @ HP SOG10 8x8 BRACKET 8x8 BRACKET 10x10 10x10 10x10 10x10 (2) 5 1/2" LVL @ 16" OC H5 - 11 SOG8 11'-2 7/8" 10x10 10x10 W8x48 (3) 7 1/4" LVL30k (3) 2x6 (2) 11 7/8" LVL H9 - 11 HSS3x3x1/4 BP1 HSS5x5x1/4 BP2 (2) 2x6 HSS5x5x1/2 BP2 HSS5x5x1/2 BP2 HSS4x4x1/4 BP3 HSS3x3x1/4 HSS3x3x1/4 (2) 2x6 HSS5x5x1/4 (2) 11 7/8" LVL HSS4x4x1/4 BP4 HSS4x4x1/4 BP4 HSS4x4x1/4 BP3 HSS3x3x1/4 BP3 HSS3x3x1/4 BP2 12"x48" GRADE BEAM SLOPE SEE ARCH W1-C6 W1-C6 W1-C6 W1-C9 W1-B8 W1-B6 W1-B7 (3) 11 7/8" LVL W1-B6 W1-A6 W1-B1 W1-B7 W1-C8 W1-A6 W1-B6 11 7/8" TJI-560 @ 16" OC W10x12 10k 10k ( 11' - 6" ) ( 11' - 6" ) 20k 65k 40k W18x65 (3) 2x6 (2) 11 7/8" LVL (2) 11 7/8" LVL (3) 11 7/8" LVL 1 S303 TYP 1 S303 20 S303 2 S303 14 S303 18 S302 20 S303 20 S303 (3) 5 1/2" LVL 7 1/4" LVL @ 16" OC (3) 11 7/8" LVL W10x22 W10x22 25k 20k 10k 10k ( 11' - 6" ) ( 11' - 6" ) H1 - 11 (2) 11 7/8" LVL (2) 2x6 11 S610 (2) 11 7/8" LVL 8 S610 8 S610 8 S610 10 S610 8 S610 T/ PLY = 11' - 8 1/4" 7 S610 9 S610 13 S611 1 S610 5 S610 5 S610 5 S610 5 S610 2 S610 (2) 11 7/8" LVL 16 S303 6 S610 HSS9x5x1/2 BP2 (3) 2x6 (3) 2x6 (2) 11 7/8" LVL @ 16" OC 4 7/8" 3/4" PLY 11'-8 1/4" WS3 3/4" PLY 11'-8 1/4" WS3 3/4" PLY 11'-8 1/4" 3/4" PLY WS3 WS3 10 S611 10 S611 10 S611 10 S611 6 S303 3 S303 14 S302 16 S302 17 S302 12 S302 13 S302 4 S303 5 S303 7 S303 12 S301 12 S301 8 S303 9 S303 10 S303 12"x48" GRADE BEAM 11 S303 12 S611 HSS4x4x1/4 WS3 (3) 2x6 (3) 2x6 (2) 11 7/8" LVL (2) 11 7/8" LVL HSS9x5x1/2 BP2 HSS3x3x1/4 BP2 HSS3x3x1/4 BP2 W1-A0 W1-B6 W1-B6 30k W10x39 ( 11' - 6" ) (2) 11 7/8" LVL H1 - 11 TOC= 11' - 7 1/4" @ HP SOG8 11 S301 PRE MANUFACTURED SPIRAL STAIR POST BY CONTRACTOR W2-B0 W2-B0 W2-B0 TOC= 11' - 7 1/4" @ HP TOC= 11' - 4 1/4" SOG6 @ HP 3/4" PLY 11'-1 5/8" 6 1/2" 9 S301 SOG8 12 S303 19 S303 SIM HSS3x3x1/4 BP3 3 S611 14 S500 14 S500 15 S303 1.5VL19 11'-6 1/4" MC6x15.1MC6x15.1 MC6x15.111 S510 ( 11' - 2 1/4" )( 11' - 2 1/4" ) ( 11' - 2 1/4" ) W10x12 ( 11' - 6" ) 11 S510 (3) 11 7/8" LVL 12 S510 DN UP HSS5x5x1/2 BP2 19 S303 12 S302 SIM (3) 11 7/8" LVL 16 S303 16 S303 16 S303 AT LANDING 2x10 @ 16" OC AT LANDING 2x10 @ 16" OC 2 3/8" 0" 2 3/8" 17 S303 18 S303 18 S303 (2) 11 7/8" LVL (2) 11 7/8" LVL G G 11 7/8" TJI-560 @ 16" OC 11 7/8" TJI-210 1/4" 1'-4" 1'-4" 1'-4" 11 7/8" LVL ( 10' - 7 5/8" ) 24k HSS4x4x1/4 6 S610 SIM 13 S510 (3) 2x6 HSS5x5x1/4 BP4 13 S500 13 S500 13 S500 H1 - 11 SOG6 SOG6 SOG6 CONFIRM 6" SOG W/ GEOTECHNICAL REPORT IN ALL DRIVE AISLES 5 5 13 S500 5 13 S500 5 15 S500 1 3/8" 5 5 5 5 SLOPED SLOPED 5 19 S510 (2) 2x6 5 5 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 11/S-600. 5. INDICATES STRUCTURAL WALLS BELOW THE FLOOR, SEE 11/S-600. 6. INDICATES HEADER MARK, SEE 18/S-601. HEADERS SHOWN ARE IN WALLS BELOW FRAMING. 7. SEE S-0 SERIES FOR GENERAL NOTES AND QUALITY ASSURANCE NOTES. 8. SEE S-500 AND 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 15/ 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 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 9:43:33 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S102 REIMERS RESIDENCE MAIN LEVEL PLAN KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 1/4" = 1'-0" MAIN LEVEL PLAN NORTH 09/16/2016 11/28/16