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HomeMy WebLinkAboutS101.pdfUP W D UP 2 6345 A B C K L M 24'-4"8'-7 1/2"21'-3"20'-1"3'-7 1/2"3'-3"30'-1 3/4"7'-4"6'-3 1/4"7 7 7 FH3 - 33H8 - 2211 7/8" TJI210 @ 16" O.C.9 1/2" LVL @ 16" O.C.11 7/8" TJI210 @ 16" O.C.9 1/2" LVL @ 16" O.C.11 7/8" TJI210 @ 16" O.C.11 7/8" TJI210 @ 16" O.C.11 7/8" LVL @ 16" O.C.H1 - 11H8 - 33W10x1911 7/8" TJI560 @ 16" O.C.11 7/8" LVL @ 16" O.C.(2) 11 7/8 LVL (2) 11 7/8 LVL 1@ 16" O.C.11 7/8" TJI560@ 16" O.C.11 7/8" LVL11 7/8" TJI210 @ 16" O.C.3 7 97 9 7 11 7/8" TJI-360 @ 16" OC2 7W10x68W10x12W10x19W18x40 @ 16" O.C.11 7/8" TJI56010 S500 W10x193 S500 TYP 5 S610 TYP 1 S610 TYP W18x404 S610 3 S610 6 S500 4 S500 1'-0"SIM ( 142' - 4 1/2" ) 7 S500SIM9 S610 WS3142'-6"10 S610 2 2 2 S610 TYP AT CANTILEVER 4 S311 5 S311 6 S311 2 S610WS3142'-0 1/4"WS3142'-6"WS3142'-6"WS3142'-0 1/4"12 S610 2H1 - 12H1 - 12 (3) 11 7/8 LVL W10x22 @ 16" OC11 7/8" LVL@ 16" OC11 7/8" TJI-210W10x12W10x2211 7/8" TJI-560 @ 16" OC(3) 11 7/8 LVL11 7/8" TJI-560 @ 16" OC(3) 11 7/8 LVLW1-B0W1-C1W1-B1W1-B1W1-B0W1-C1W1-B1W1-B1W1-C2W1-C2W1-B0W1-B0SIMPSON STRONG WALL SSW18x10 HD 6 AT 1ST FLOORHD 6 AT 1ST FLOORHD 6 AT 1ST FLOORW1-C7 W1-C9W1-C9 H6 - 12 7 7 H2 - 22 H2 - 22 SEE ARCH, 2'-6" MAX 3 (3) 11 7/8 LVL2 1/S500BP1 1 S602 8 S500 (2) 11 7/8 LVL (2) 11 7/8 LVL ( 141'-10" )( 141'-10" )SIMPSON STRONG WALL SSW18x10 2 1/2"2 1/2"6 S311 12'-10 7/8" 8 S610 1 S501 2 S602 2 S602 2 2 9 10 HSS10x5x3/8 6 S501 EE FOR HSS BM TO COL CON 3 3 (2) 11 7/8 LVL(2) 11 7/8 LVL (2) 11 7/8 LVL1/S500EE3 4 S501 7 7 9 9 4 S500 EE(2) 11 7/8 LVL9 7 (2) 11 7/8 LVLW10x19 W10x19 3 S501 1/S500 (142'- 4 1/2")11 7/8" TJI210 @ 16" O.C.1/S50010 S300 FLOOR FRAMING PLAN NOTES 1.SEE S0 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS. 2.SEE S5 SERIES SHEETS FOR TYPICAL STEEL DETAILS. 3.SEE S6 SERIES SHEETS FOR TYPICAL WOOD DETAILS. 4.TOP OF STRUCTURAL STEEL ELEVATION SHALL BE 142’-3 3/4" UNLESS NOTED OTHERWISE ON PLAN. 5.WOOD SHEAR WALLS ABOVE THE FLOOR NOTED THUS: SEE 6.ALL WALLS SHALL BE W1-A, UNLESS NOTED OTHERWISE. 7.WOOD HEADERS NOTED THUS: SEE 8.COLUMNS AND POSTS NOTED THUS: SEE SCHEDULE AND 9.FOR WOOD HANGER SCHEDULE, SEE: UNO 10.FOR WOOD FLOOR SCHEDULE, SEE: 11.FOR VENEER LOOSE LINTEL, SEE: 5/S601 W1-A H6-22 12/S600 5 BP-1 6/S601 9/S601 8/S601 12/S601 Project number Date Drawn by MM JOB #: 15.0197.S.01PRINCIPAL/EOR: PDPROJECT MANAGER: KHDESIGNERS: JW/KHDATE PRINTED:FILE PATH:07/02/2015 C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt7/2/2015 2:34:35 PMS101 LEVEL 2 FLOOR PLAN M15.0197.S.01LOT 3 / 994 PTARMIGAN RDVAIL,COHughes Residence07.02.2015 KH 1/4" = 1'-0" LEVEL 2 NORTH COLUMN SCHEDULE (SEE 6/S601) MARK TYPE REMARKS 1 (2) 2x6 2 (3) 2x6 3 (4) 2x6 4 (3) 5 1/2 LVL 5 (4) 5 1/2 LVL 6 HSS3x3x1/4 SEE 12/S500 FOR BP 7 HSS4x4x1/4 SEE 12/S500 FOR BP 8 (5) 2x6 9 HSS5x5x1/4 SEE 12/S500 FOR BP 10 HSS9x5x1/4 11 3 1/2x5 1/2 PSL 12 6x6 PRESERVATIVE TREATED No. Description Date PERMIT SET 07.02.2015