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HomeMy WebLinkAboutSX16.pdfGRID 5/8" SHEATHING ON 2x10 PURLIN ON GL RAFTERS, SEE PLAN HSS5x3x3/8 HSS5x3x3/8 HSS5x3x3/8 HSS5x3x3/8 HSS6x6x1/2 EXISTING CONC FOUNDATION WALL FULL PEN FULL PEN FULL PEN (2) 3/4"Ø LAG BOLTS INTO TOP PL 6 SX16 5 SX16 8164' - 0 1/8" 8152' - 10 1/2" 8147' - 4 1/2" 3' - 3 1/2" HSS 3x1 1/2x1/8 @ 6 1/2" FULL HEIGHT VARIES 17' - 0 5/8" 1/8 CONTRACTOR OPTION: ATTACH HSS3x1 1/2x1/8 TO VERTICAL MEMBER w/ 3/8"Ø THRU BOLT IN LIEU OF FIELD WELD. 4 G 3 SX16 HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 1 SX16 2 SX16 3' - 4" 12' - 5" 2' - 5 1/2" B1 B2 B3 B4 2' - 6" 4' - 5" - 5' - 6" 3' - 4" 1 1/2" 1 1/2" 6" 1 1/2" 1 1/2" 1' - 0" 6" CAP PL 1/2x6x1'-0 w/ (2) 3/4"Øx3" LAG BOLTS INTO TOP PLATE 3/16 DOUBLE 2x8 TOP PL, PL BM AT SIM GRID 3 5/8" CL OF STEEL COLUMN 1 1/2" 1 1/2" 6" 1 1/2" 1 1/2" 1' - 0" 8" BASE PL 1/2x8x1'-0 w/ (4) 3/4"Ø TITEN HD w/ 4" EMBED INTO CONCRETE FOUNDATION WALL 3/16 CONC FOUNDATION WALL 1 1/2" 5" 1 1/2" GRID CL OF STEEL COLUMN 3 5/8" 8" 1/2" BASE PL w/ (4) 3/4"Ø TITEN HD w/ 4" EMBED INTO CONCRETE FOUNDATION WALL 3/16 CONC FOUNDATION WALL 1 1/2" 5" 1 1/2" GRID GRID 10" 1 1/2" 1 7/8" 6" 5/8" 1 1/2" 5" 1 1/2" 8" 1 1/2" 1 7/8" 6" 5/8" 10" 3 5/8" 3 5/8" 1/2" CAP PL w/ (2) 3/4"Øx3" LAG BOLTS INTO TOP PLATE 3/16 SHOULDER BM GRID 7 1/4" 1' - 0" 1 1/2" 3" 1 1/2" 3" 3" 3" 3" GRID DOUBLE TOP PL 6" CL OF STEEL COLUMN 3 5/8" 3 5/8" HSS5x3x3/8 HSS5x3x3/8 HSS5x3x3/8 HSS5x3x3/8 HSS6x6x1/2 EXISTING CONC FOUNDATION WALL FULL PEN FULL PEN FULL PEN GRID 12 2.5 5/8" SHEATHING ON 2x10 PURLINS ON 2x4 SHIM ON GL RAFTERS, SEE PLAN (2) 2x10 SUBFACIA, SEE PLAN 2x10 BLOCKING OVER RAFTER 6 SX16 5 SX16 8164' - 0 1/8" 8152' - 10 1/2" 8147' - 4 1/2" 3' - 3 1/2" 8164' - 8" HSS 3x1 1/2x1/8 @ 6 1/2" FULL HEIGHT, SEE 8/SX16 1/8 17' - 0 5/8" CONTRACTOR OPTION: ATTACH HSS3x1 1/2x1/8 TO VERTICAL MEMBER w/ 3/8"Ø THRU BOLT IN LIEU OF FIELD WELD. HSS5x3x3/8 HSS5x3x3/8 HSS5x3x3/8 HSS5x3x3/8 HSS6x6x1/2 EXISTING CONC FOUNDATION WALL FULL PEN FULL PEN FULL PEN 7 SX16 4 SX16 8164' - 0 1/8" 8152' - 10 1/2" 8147' - 4 1/2" 3' - 3 1/2" HSS 3x1 1/2x1/8 @ 6 1/2" FULL HEIGHT GRID 5/8" SHEATHING ON 2x10 PURLIN ON GL RAFTERS, SEE PLAN (2) 3/4"Ø LAG BOLTS INTO TOP PL 8164' - 8" 17' - 0 5/8" 1/8 CONTRACTOR OPTION: ATTACH HSS3x1 1/2x1/8 TO VERTICAL MEMBER w/ 3/8"Ø THRU BOLT IN LIEU OF FIELD WELD. 3 1/2" (2) ROWS OF FLAT SDST SCREWS @ 12" HSS TUBE, SEE ELEVATIONS 1x4 SIDING w/ BEVEL 3/4" 1 1/2" 3/4" ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 SX16 UNIT A SCREEN WALL MERIBEL CORPORATION 17040 182 West Meadow Drive Vail, CO 81657 04/08/15 CONSTRUCTION 6" 1' 2' 0 4' 1/2" 1/2" = 1'-0" SX16 B4 ELEVATION LOOKING NORTH 3 1' 2' 4' 0 8' 1/4" 3/8" = 1'-0" PARTIAL - FRAMING PLAN - UNIT A SCREEN WALL 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" SX16 DETAIL 6 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" SX16 DETAIL 5 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" SX16 DETAIL 4 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" SX16 DETAIL 7 6" 1' 2' 0 4' 1/2" 1/2" = 1'-0" SX16 B1 ELEVATION LOOKING NORTH 1 6" 1' 2' 0 4' 1/2" 1/2" = 1'-0" SX16 B3 ELEVATION LOOKING WEST 2 6" 1' 0 3" 1'-6" 1-1/2" 1" = 1'-0" SX16 SECTION 8 COORDINATION - FOR REVIEW 4/8/15 05/12/15