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HomeMy WebLinkAboutB16-0031_S611_1478903311.pdfPL1/2x4 1/2x0'-9" W/ (3) 3/4"Ø BOLTS 1 1/2" 3" 3" 1 1/2" 1 1/2" 3" SPIRAL STAIR COLUMN DESIGN FOR ADDITIONAL 5.5k HANGER SEE 18/ S600 (2) ROWS 1/2" Ø THREADED STUD @ 24" OC (3) LVL AT SIM PL 1/2 SEE ARCH TOP AND BOTTOM FLANGE CONCEALED FACE MOUNT HANGER SEE 18/ S600 2x PL - CONN TO STEEL BEAM SEE 16/ S600 3"3"3"3"1 1/2" 6 7/8" MAX 1/4 1" KNIFE PL BASE PL3/4"x5x1'-4" W/ (4) 3/4"Ø SIMPSON TITEN HD W/ 5 1/2" EMBED EQ EQ 1 1/2" 3" 3 1/2" 3 1/2" 3" 1 1/2" 3" 3" 3" 1 1/2" 5" 5 1/2" EDGE CORNER 1/4 1 1/2" 1 1/2" AT TOP PL (4) 3/4" Ø THRU BOLTS FOR BASE PL SEE EQ EQ FOR ADDITIONAL INFORMATION SEE 9/ S611 9/ S611 FOR ADDITIONAL INFORMATION SEE 3/ S610 2x4 @ 16" OC OVERFRAMING STUD WALL AT 1'-4" CHIMNEY CAP SEE ARCH LEDGER SEE 13/ S621 STONE VENEER ANGLE SEE 7/ S500 (3/16) 4 #8x2" SCREWS @ 4" OC PL1/4x8x5'-0" (3/16) 2-12 1 1/2" 1" A A BASE PL3/4"x5x1'-4" SEE EQ EQ 1 1/2" 3 1/2" 2 1/2" CAP PL3/8 W/ (2) 1/2"Ø LAGS W/ 2 1/2" PENETRATION (2) 2x6 SILL 1/4 TYP 2 1/2" 3 1/2" 1 1/2" 5" / 10 S611 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2016 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 PRICING 1/15/16 COORDINATION 2/9/16 CD 3/1/16 3090 BOOTH CREEK DR VAIL, COLORADO 3/1/2016 3:27:26 PM C:\Proj\M15.1107-Reimers_Residence-RS16_KMertens.rvt S611 REIMERS RESIDENCE FLOOR DETAILS KM KH PD M15.1107.S.01 M15.1107.S.01 03/01/16 1 1/2" = 1'-0" 1 BEAM CONNECTION AT STAIR COLUMN 1 1/2" = 1'-0" 5 CHANNEL CONNECTION AT BRIDGE 1 1/2" = 1'-0" 6 TUBE CONNECTION AT BRIDGE 1 1/2" = 1'-0" 7 TUBE CONNECTION TO LVL AT BRIDGE 1 1/2" = 1'-0" 9 BRACKET CONN TO POST AT STONE 1 1/2" = 1'-0" 10 BRACKET CONN TO POST AT SIDING 1 1/2" = 1'-0" 13 TYP BEAM AT EXT WALL W/ JOIST PARALLEL 1 1/2" = 1'-0" 4 CHIMNEY CAP AT KITCHEN 1 1/2" = 1'-0" 18 CANTILEVERED BEAM UNDER FIREPLACE 1 1/2" = 1'-0" 8 POST @ CORNER WINDOW 3/2/2016 04/11/16