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HomeMy WebLinkAboutB15-0026_S-610_1438367880.pdfCHANGE SHEATHING SPAN DIRECTION AT BM CL . . HANGER SEE WEB STIFFENER EA FACE, TYP S-601 3 WEB STIFFENER EA FACE, TYP HANGER SEE S-601 3 CONN AT TOP OF WALL PER STRUCTURAL WALL SCHEDULE 1 1/4" LSL BLOCKING EDGE NAILING PER STRUCTURAL WALL SCHEDULE, TYP SILL CONN PER STRUCTURAL WALL SCHEDULE CONN AT TOP OF WALL PER STRUCTURAL WALL SCHEDULE 1 1/4" CONT LSL RIM EDGE NAILING PER STRUCTURAL WALL SCHEDULE, TYP SILL CONN PER STRUCTURAL WALL SCHEDULE EDGE NAILING PER STRUCTURAL WALL SCHEDULE, TYP CONN AT TOP OF WALL PER STRUCTURAL WALL SCHEDULE FULL DEPTH SOLID BLOCKING @ 48"OC 1 1/4" CONT LSL RIM SILL CONN PER STRUCTURAL WALL SCHEDULE WEB STIFFENER EA FACE, TYP S-601 7 HANGER SEE S-601 3 CHANGE DECK SPAN DIRECTION CONT 1 1/4" LSL RIM BOARD . . CONN AT TOP OF WALL PER STRUCTURAL WALL SCHEDULE EDGE NAILING PER STRUCTURAL WALL SCHEDULE, TYP SILL CONN PER STRUCTURAL WALL SCHEDULE 2x10xCONT W/ (2) ROWS 10d @ 12 LSL BLOCKING WEB STIFFENER EA FACE, TYP S-601 7 HANGER SEE WEB STIFFENER EA FACE, TYP S-601 3 (2) 11 7/8" LVL BEAM SOLID WEB BLOCKING 16 GA POUR STOP (2) 11 7/8" LVL LEDGER SOLID WEB BLOCKING 16 GA POUR STOP 3/4"Ø BOLTS @ 12" OC (2) 11 7/8" LVL LEDGER SOLID WEB BLOCKING SOLID PLATE W/ (2) ROWS 1/2"Ø COUNTERSUNK BOLTS @ 24" OC STAGGERED STL CONN SEE S-500 16 S-500 13 3/4"Ø BOLTS @ 12" OC FLOOR BEAM CENTERED UNDER STONE SEE PLAN. STUD WALL. RE: PLAN. STONE VENEER W/ TIES @ 16" O.C. EA WAY. WEB STIFFENER EA FACE, TYP SOLID BLOCKING S-601 7 HANGER SEE S-601 3 HANGER SEE S-601 3 CONT LVL RIM BOARD CONN AT TOP OF WALL PER STRUCTURAL WALL SCHEDULE HANGER SEE S-601 3 CONT LVL RIM BOARD HANGER SEE S-601 3 S-601 7 CONN AT TOP OF WALL PER STRUCTURAL WALL SCHEDULE 1 1/4" CONT LSL RIM EDGE NAILING PER STRUCTURAL WALL SCHEDULE, TYP SILL CONN PER STRUCTURAL WALL SCHEDULE LVL BLOCKING UNDER STONE WEB STIFFENER FOR ADDITIONAL INFORMATION SEE S-610 2 SEE FOR ADDNL INFO /DETAIL15 S-302 (2) #4 T&B (4) #4 HORZ #3 x TIES @ 16" OC SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2013 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 PERMIT 6/14/13 PROGRESS SET 10/27/14 PERMIT SET 02/03/15 2/5/2015 10:04:29 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-610 Fleeger Residence FLOOR DETAILS 2950 Booth Creek Drive, Vail, CO SJM SJM PD 12.0362.S.01 12.0362.S.01 09/20/2013 1 1/2" = 1'-0" 8 TYP WOOD SHEATHING TRANSITION AT BEAM 1 1/2" = 1'-0" 5 TYP WOOD JOIST AT FLUSH BEAM 1 1/2" = 1'-0" 3 TYP WOOD JOIST AT INT BEARING WALL 1 1/2" = 1'-0" 1 TYP WOOD JOIST BEARING AT EXT WALL 1 1/2" = 1'-0" 2 TYP WOOD JOIST PARALLEL TO EXT WALL 1 1/2" = 1'-0" 19 TYP WOOD JOIST AT FLUSH STEEL BEAM 1 1/2" = 1'-0" 4 TYP WOOD SHEATHING TRANSITION AT WALL 1 1/2" = 1'-0" 6 WOOD JOIST AT DROPPED STEEL BEAM 1 1/2" = 1'-0" 13 FLOOR TRANSITION AT FIREPLACE 1 1/2" = 1'-0" 14 FLOOR TRANSITION AT FIREPLACE - 2 1 1/2" = 1'-0" 15 FLOOR TRANSITION AT FIREPLACE - 3 1 1/2" = 1'-0" 18 STONE SUPPORT @ FLOOR 1 1/2" = 1'-0" 17 TYP WOOD JOIST AT DROPPED BEAM 1 1/2" = 1'-0" 7 WOOD JOIST BEARING AT EXT STL BEAM 1 1/2" = 1'-0" 9 WOOD JOIST BEARING AT STL BEAM 1 1/2" = 1'-0" 10 WOOD JOIST TRANSITION AT WALL 1 1/2" = 1'-0" 11 WOOD JOIST TRANSITION AT STL BEAM 1 1/2" = 1'-0" 12 WOOD JOIST BEARING AT INT WALL 1 1/2" = 1'-0" 16 WOOD JOIST PARALLEL TO INT WALL 3/4" = 1'-0" 20 SECTION AT FIREPLACE MAIN LEVEL 2/3/2015 07/31/15