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HomeMy WebLinkAboutB15-0208_S102_1479324480.pdfC D E F 1 2 3 4 5 6 B 1.5 2.5 3.8 4.7 5.5 5.8 A G A.3 A.2 A.6 A.5 REMOVE EXISTING CMU WALL (BELOW) HSS 4X4X3/8 HSS 4X4X1/4 6X10 RS 8X10 RS 6X10 RS 6X10 RS 6X10 RS A.4 6X10 RS O" 6X8 RS 6X8 RS 6X8 RS 6X8 RS 2X8 AT 1'-4" 6X10 RS 8X10 RS 6X10 RS 6X10 RS 6X10 RS 6X10 RS 6X8 RS 6X8 RS 6X8 RS HSS 4X4X1/4 HSS 4X4X1/4 HSS 4X4X1/4 HSS 6X4X1/4 HSS 4X4X1/4 HSS 4X4X3/8 1' - 4 1/2" 5' - 11 1/2" 6' - 8" 6' - 8" 7' - 4" 10' - 2" 4' - 6" 8' - 4" 6' - 8" 6' - 8" 5' - 0" 3' - 4" 72' - 8" 65' - 3" 12' - 8 1/4" 12' - 3 3/4" 12' - 3 3/4" 12' - 8 1/4" 6' - 0" 7" 1' - 0" 9" 3" 1' - 6" 5' - 2" HSS 6X4X1/4 HSS 6X4X1/4 HSS 4X4X1/4 HSS 4X4X1/4 HSS 4X4X1/4 HSS 4X4X1/4 W12X53 W8X24 ( 8173' - 0" ) W8X24 ( 8173' - 0" ) HSS 10X4X1/2 ( 8172' - 6" ) ROOF SHEATHING TO BE 5/8" PLYWOOD ON 2X4 AT 1'-0" (VERTICAL) ON 3/4" T&G PLYWOOD ON WOOD BEAMS (AND RE: ARCH.) (TYPICAL) HSS 6X4X3/8 ( 8172' - 5 1/2" ) HSS 10X4X1/4 ( 8172' - 9 1/2" ) SIMPSON FACE MOUNT HANGER (2)-2X10 LEDGER WITH 3/4" Ø X 4" (EMBED) EXPANSION ANCHOR AT 1'-4" STAGGER TOP AND BOTTOM (IN GROUTED CELL) HSS 6X4X1/4 ( 8172' - 2 1/2" ) SIMPSON FACE MOUNT HANGER HSS 6X4X3/8 ( 8172' - 4" ) HSS 6X4X3/8 ( 8172' - 4" ) HSS 6X4X3/8 ( 8172' - 4" ) EXISTING FLOOR ELEVATION = 74'-2 5/16" (VERIFY) W8X24 ( 8173' - 1 1/4" ) 8X10 RS W8X24 ( 8173' - 1 1/4" ) O" O" 8X10 RS W14X82( 8173' - 4 1/2" ) HSS 10X4X1/2 ( 8172' - 8 5/8" ) HSS 10X4X1/4 ( 8173' - 2 3/4" ) 2X4 AT 1'-4" 2X4 AT 1'-4" 2X4 AT 1'-4" 2X4 AT 1'-4" 2X4 AT 1'-4" 2X10 LEDGER WITH 3/4" Ø X 4" (EMBED) EXPANSION ANCHOR AT 1'-4" (IN GROUTED CELL) (2)-2X10 LEDGER WITH 3/4" Ø X 4" (EMBED) EXPANSION ANCHOR AT 1'-4" STAGGER TOP AND BOTTOM (IN GROUTED CELL) SIMPSON FACE MOUNT HANGER (2)-2X10 LEDGER WITH 3/4" Ø X 4" (EMBED) EXPANSION ANCHOR AT 1'-4" STAGGER TOP AND BOTTOM (IN GROUTED CELL) 3/4" T&G PLYWOOD ROOF SHEATHING SIMPSON FACE MOUNT HANGER 1 S401 EXISTING BUILDING 3 S401 O" 1 S401 O" 7 S401 1 S401 6 S401 1 S401 1 S401 5 S401 2 S401 T.O SHEATHING 73'-10" EXISTING (3)-16" VL (IF FLUSH FRAME CUT TO BOTTOM EXISTING JOISTS - IF BELOW EXISTING REMOVE) 4 S401 O" (VERIFY) (3)-18" LVL( 8174' - 8" ) (3)-16" LVL ( 8174' - 5" ) 6 S401 8X12 RS ( 8174' - 9 1/2" ) 8X12 RS ( 8177' - 2 3/4" ) 8X12 RS ( 8179' - 0 3/4" ) 8X12 RS ( 8180' - 9 5/8" ) 8X12 RS ( 8179' - 0 1/2" ) SIM. ROOF TOP MECHANICAL EQUIPMENT SUPPORT 1. FOR UNIT SUPPORT WEST GRID F - PROVIDE (2)-9 1/2" VL AT 4'-0" SPANNING FROM GRID 2 RIDGE TO GRID 3 TO SUPPORT MECHANICAL PLATFORM . 2. FOR UNIT SUPPORT EAST OF GRID F - PROVIDE (3)-12" VL EACH SIDE OF MECHANICAL UNIT SPANNING FROM BUILDING WALL TO RIDGE TO SUPPORT MECHANICAL PLATFORM. 3. MECHANICAL PLATFORM TO BE 3/4" SHEATHING ON 2X8 AT 1'-4" JOISTS ON 2X4 AT 1'-4" WOOD STUD KNEE WALLS ON VL. PROVIDE 1/2" PLYWOOD SHEATHING ALL WALLS. 4. COORDINATE LOCATION, SIZE, AND SUPPORT REQUIREMENTS WITH ARCH. AND MECH. 5. FLASH ALL VL. 6X8 RS O" 6X8 RS O" O" 8 S401 9 S401 ROOF FRAMING NOTES: 1. INDICATES TOP OF STEEL BEAM ELEVATION. PROJECT NUMBER: PROJECT DATE: SHEET TITLE: SHEET NUMBER: 06.16.2015 FOR CONSTRUCTION S102 GORSUCH RESTAURANT ADDITION 06.16.15 ROOF FRAMING PLAN 263 EAST GORE CREEK DRIVE, VAIL, CO 81657 1/4" = 1'-0" ROOF FRAMING PLAN N REVISION DATE 11/16/16