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HomeMy WebLinkAboutB16-0031_S611_1480363560.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 @ 12" OC 3/16 3/16 PL 1/2 SEE ARCH 5 LVL BEAM SEE PLAN TOP AND BOTTOM FLANGE CONCEALED FACE MOUNT HANGER SEE 18/ S600 2x PL - CONN TO STEEL BEAM SEE 16/ S600 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 AT TOP PL (4) 3/4" Ø THRU BOLTS 1 1/2" 3"3"3"1 1/2" 1'-4" 2"2" (4) 3/4" Ø THRU BOLTS 1" MAX GROUT - 7 1/2" 2 1/2" 3 1/2" 3" 3" 1 1/2" END WALL 2 1/2"2 1/2" 5 FOR BASE PL SEE EQ EQ FOR ADDITIONAL INFORMATION SEE 10/ S611 10/ S611 8" 5" 1" - 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 SOLID WOOD BLOCK SEE ARCH (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" 11/ S611 0" MIN-1" MAX GROUT 3/16 3/16 3/8" STIFFENER PL EACH SIDE OF BEAM PL1/2x10x0'-6" - 3/16 3/16 3/4" 1/8" 6" (2) 3/4" BOLTS @ 7" GAGE 5 WEB STIFFENERS EACH FACE, TYP 2x PL - CONN TO STEEL BEAM SEE FULL DEPTH BLOCKING 16/ S600 FOR ADDITIONAL INFORMATION SEE 5/ S611 5 (2) 11 1/4 LVL AT WALL TO SUPPORT STEEL BEAM SEE 1/ S510 2 3/8" 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 4/26/16 CD SET REV 8/12/16 ASI #5 5 3090 BOOTH CREEK DR VAIL, COLORADO 9/16/2016 9:43:49 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S611 REIMERS RESIDENCE FLOOR DETAILS KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 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" 10 BRACKET CONN TO POST AT STONE 1 1/2" = 1'-0" 11 BRACKET CONN TO POST AT SIDING 1 1/2" = 1'-0" 12 TYP BEAM AT EXT WALL W/ JOIST PARALLEL 1 1/2" = 1'-0" 2 CHIMNEY CAP AT KITCHEN 1 1/2" = 1'-0" 8 CANTILEVERED BEAM UNDER FIREPLACE 1 1/2" = 1'-0" 3 POST @ CORNER WINDOW 1 1/2" = 1'-0" 13 MAIN LEVEL STEEL BEAM TRANSFER 1 1/2" = 1'-0" 14 TJI JOISTS AT DROPPED STEEL BEAM 1 1/2" = 1'-0" 15 JOIST BEARING AT BRIDGE WALL 09/16/2016 11/28/16