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Home My WebLink AboutB17-0285_S-101_1507158084.pdf9/10 10/11 A C D E B 11 7/8" TJI-560 @ 16" OC (2) 11 7/8" LVL 11 7/8" TJI-560 @ 16" OC (2) 11 7/8" LVL (2) 11 7/8" LVL 11 7/8" TJI-560 @ 16" OC 21'-6" 6'-0" 10'-7 1/4" 20'-2 1/4" 21'-7 1/2" (2) 11 7/8" LVL WS3 8177'-10" 7 S-603 (2) 11 7/8" LVL 11 7/8" TJI-210 @ 16" OC 11 7/8" TJI-210 @ 16" OC H2 - 23 H7 - 21 W12x22 6 S-603 5 S-603 HSS3x3x3/8 UP W10x22 HSS10x4x5/16 W10x22 W10x33 W10x45 W10x12 (2) 11 7/8" LVL (2) 11 7/8" LVL 2 S-302 ~~ WS5 8180'-5 3/4" 6x8 RS 6x8 RS 4x8 RS 4x8 RS 4x8 RS WHITE OAK 1 S-603 1 S-603 W1-B3 W1-B3 8 S-330 8 S-330 4 S-301 4 S-301 4 S-301 4 S-301 3 S-602 W3-B1 W1-B0 W3-B1 W3-B0 W1-B1 (2) 11 7/8" LVL (2) 11 7/8" LVL 1 S-603 W10x22 2 S-500 S-500 10 HSS3x3x3/8HSS3x3x3/8 BP3 HSS3x3x3/8HSS3x3x3/8 BP3 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8HSS3x3x3/8HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8HSS3x3x3/8 HSS3x3x3/8 BP1 9/10 10/11 WS3 8188'-5" A C D E B RIPPED 2x6 @ 16" OC WHITE OAK (2) 4x8 ROUGH SAWN @ 2'-0" OC H7 - 22 WS3 8188'-5" (E) 8" CONC SLAB 8188'-2" WT7x79.5 WHITE OAK (2) 4x8 ROUGH SAWN @2'-0" OC 11 7/8" TJI-560 @ 16" OC 6'-0" 10'-7 1/4" 20'-2 1/4" 21'-7 1/2" 21'-6" W10x17 11 7/8" TJI-560 @ 16" OC H2 - 11 H2 - 11 H2 - 11 WS5 8187'-9 3/8" WS5 8187'-10" W12x22 6 S-603 8" SLAB CUT (E) 8" SLAB 2 S-302 3 S-310 3 S-310 3 S-310 3 S-310 HSS10x4x5/16 ~~ W1-B1 2 S-302 12 S-330 12 S-330 W3-B0 CUT SLAB W8x48 ( 8187' - 6" ) W8x48 ( 8187' - 6" ) W8x48 ( 8187' - 6" ) 2 S-310 HSS3x3x3/8 W1-B0 W1-B0 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8HSS3x3x3/8HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 HSS3x3x3/8 4 S-610 8 S-603 1. SEE S0 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS. 2. SEE S-101 FOR FOUNDATION PLAN NOTES 3. SEE S5 SERIES SHEETS FOR TYPICAL STEEL DETAILS. 4. SEE S6 SERIES SHEETS FOR TYPICAL WOOD WALL AND FRAMING DETAILS. 5. TOP OF STRUCTURAL STEEL ELEVATION 2 ¼” BELOW TOP OF PLYWOOD ELEVATION UNLESS NOTED OTHERWISE ON PLAN. 6. WOOD SHEAR WALLS ABOVE THE FLOOR NOTED THUS: SEE 7. WOOD BEARING WALLS ABOVE THE FLOOR NOTED THUS: SEE 8. WOOD SHEAR AND BEARING WALLS BELOW THE FLOOR NOTED THUS: 9. ALL INTERIOR WALLS SHALL BE W1-A UNLESS NOTED OTHERWISE. SEE 10. ALL EXTERIOR WALLS SHALL BE W2-B UNLESS NOTED OTHERWISE. SEE 11. WOOD HEADERS NOTED THUS: SEE 12. BASE PLATES NOTED THUS: BP-1 SEE 13. FOR WOOD HANGER SCHEDULE, SEE 14. FOR WOOD FLOOR SCHEDULE, SEE 15. FOR VENEER LOOSE LINTEL, SEE 16. AT STEEL BEAMS THAT DO NOT HAVE A REACTION NOTED ON PLAN, PROVIDE CONNECTION WITH 10k MINIMUM CAPACITY PER STEEL CONNECTION BEAM SCHEDULE H2-11 8/S-601 8/S-601 12/S-600 3/S-330 1/S-602 11/S-601 -/--- © MARTIN/MARTIN 2017 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 SHEET TITLE: SHEET NUMBER: MM JOB #: M17.0024.S.01 PRINCIPAL/EOR: SEAN MOLLOY PROJECT MANAGERS: RALEIGH FISHER AND KEVIN HAAS DESIGNER: KARL MERTENS DATE PRINTED: FILE PATH: 7/21/2017 11:48:57 AM C:\Proj\17.0024-VailRowhouse10-RS17_rfisher52P2F.rvt GALVIN RESIDENCE LOT 10 303 GORE CREEK DRIVE MS17.0024.S.01 7/21/2017 S-101 U10 FLOOR PLAN LEVEL 03 LEVEL 04 1/4" = 1'-0" LEVEL 03 - LOT 10 1 1/4" = 1'-0" LEVEL 04 - LOT 10 2 N N H8 (3) 11 7/8 LVL -- H7 (3) 9 1/4 LVL -- H6 (3) 7 1/4 LVL -- H5 (3) 5 1/2 LVL -- H4 (3) 2x12 -- H3 (3) 2x10 -- H2 (3) 2x8 -- H1 (3) 2x6 -- MARK SIZE REMARKS HEADER SCHEDULE SEE 12/S-600 FLOOR FRAMING PLAN NOTES KEYNOTES Keynote Legend 1 CONTRACTOR SHALL MAINTAIN SUPPORT OF THE EXISTING CONCRETE SLAB UNTIL THE COMPLETED STRUCTURE IS IN PLACE. SEE GENERAL NOTE 4A ON S-002. SUBMIT CONSTRUCTION ENGINEERING PLANS SIGNED AND SEALED BY AN ENGINEER LICENSED IN COLORADO FOR EOR REVIEW. 1 1 NO. ISSUE DATE 7/21/2017 10/04/17