Loading...
HomeMy WebLinkAboutB15-0026_S-611_1438367880.pdf1 1/2" 3" 3" 2" 2" 3" PL1/2x4x0'-10 1/2" W/ (3) 3/4"Ø BOLTS 3/16 3/16 2x SLEEPERS @ 24" OC MAX RIPPED TO SLOPE 1/2" SHEATHING 2x T&G DECKING 3/4" SHEATHING 1" 3" 1"PL3/4x5x0'-6 1/2" W/ (4) 1/2"Ø LAG SCREWS W/ 5" PENETRATION PL1/2 SEE ARCH 1" 3" 1" FOR ADDITIONAL INFORMATION SEE S-611 1 (3) 11 7/8" LVL HEADER MC10x22 HEADER (2) ROWS 3/4"Ø BOLTS @ 12" OC MAX START 3" FROM EA END 6" 3" 3x SOLID BLOCKING PL1/4x3x0'-4 3/4" @ EA BOLT 1 3/4" 4" ADD 2x PLATES WHERE NO SHADE POCKETS SEE ARCH 1/4 PL3/8x12x1'-0" W/ HOLE FOR HSS COL 1 S-611 3/16 4" 3" 1 1/2" PL3/8x4 W/ (2) 3/4"Ø BOLTS 3"3"1 1/2" 1" MAX 8" 1/4 1 1/2"3"1 1/2" KNIFE PL3/4" BASE PL3/4" W/ (4) 3/4"Ø SIMPSON TITEN HD W/ 5 1/2" EMBED 3" 3" 3" 3" 1 1/2" 3" 2" 5" 3" 3" 1 1/2"1 1/2" 3" 2 1/2" (3) 11 7/8" LSL RIM (1) ROW9" LOG HOG @ 6" OC (2) ROWS 9" LOG HOG @ EA STUD PL3/8x6x . PL1/2x4 1/2x0'-9" W/ (3) 3/4"Ø BOLTS 3/16 3 1/8 x 13 1/2 GLULAM LEDGER (1) ROW 3/4"Ø BOLT @ 12" OC 5" 3" 3" 1 1/2" 1 1/2" 3" 2 1/2" PL3/8x6x . PL1/2x4 1/2x0'-9" W/ (3) 3/4"Ø BOLTS 3/16 3/16 3 1/8 x 13 1/2 GLULAM LEDGER (2) ROW 3/4"Ø BOLT @ 8" OC HANGER SEE S-601 3 (3) 11 7/8" LSL RIM (1) ROW 9" LOG HOG @ 12" OC (1) ROW 9" LOG HOG @ EA STUD 3 1/8 x 13 1/2 GLULAM LEDGER (1) ROW 3/4"Ø BOLT @ 12" OC 1" 3" 1" FOR ADDITIONAL INFORMATION SEE S-611 1 1" 3" 1" GLULAM BEAM FOR ADDITIONAL INFORMATION SEE S-611 1 (2) SETS OF (2) 3/4"Øx5" LAGS @ 3 1/2" GA PIECE W16 HUNG FROM GLULAM BEAM 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 10:04:31 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-611 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" 1 TYP DECK @ STL BEAM 1 1/2" = 1'-0" 2 TYPDECK HANDRAIL @ PARALLEL BEAM 1 1/2" = 1'-0" 6 STEEL CHANNEL HEADER 1 1/2" = 1'-0" 3 TYP DECK BEAM 1 1/2" = 1'-0" 4 JOIST BEARING PLATE @ STEEL BEAM 1 1/2" = 1'-0" 5 BRACKET CONN TO POST 1 1/2" = 1'-0" 7 DECK BEARING @ WALL 1 1/2" = 1'-0" 8 DECK BEARING @ STL BEAM 1 1/2" = 1'-0" 9 DECK PERP TO WALL 1 1/2" = 1'-0" 10 DECK @ OVERFRAMING 1 1/2" = 1'-0" 11 NORTH DECK BEAM 2/3/2015 07/31/15