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HomeMy WebLinkAboutB16-0031_S510_1478903304.pdfPL3/8x6.5x1'-9" W/ (4) 3/4" BOLTS 1 1/2" 3" 1 1/2" 1 1/2" 3" 3/16 1 1/2" 1 1/2" W8 SEE PLAN 3/16 PL3/8x6x0'-9" W/ (4) 1/2" Ø LAG SCREWS W/ 5" EMBEDMENT TREAD SEE ARCH 3/16 3-12 3/16 3-12 8" TIMBERLOK @ 12" OC COUNTERSINK AND PLUG 3/16 3/16 WT6x17.5 SEE ARCH 3/16 3-12 3/16 3-12 TYP PL3/8 BETWEEN WT CENTER OVER HSS SEE ARCH PL3/8 SEE ARCH WT6x17.5 SEE ARCH RECT OR ROUND HSS COLUMN OR PIPE 1/2" 5/16 5/16 ~ S500 4 A A 1 1/2" 3/16 PL1/4x3 1/2x0'-5" PL1/2x3 1/2x0'-10" 1/8 SIMPSON HUC210-3 3/16 3/16 L3x3x5/16x0'-5" PLAN W10 AT SIM FOR TYP CONNECTION SEE 10/ S500 --- 3/16 3/16 3/16 3/16 PL1/2x5 1/2x0'-5" 3/16 3 3/16 TYP CONNECTION SEE10/ S500 JOIST BEYOND - 2 3/4" 3/8" FITTED STIFFENER 3/16 3/16 L3x3x1/2x0'-5" 3/16 3/16 3/16 2-12 3/16 2-12 2" AT EACH END 1'-4" PL 3/8x2 1/2 - COLUMN CONNECTION SEE 13/ S500 (3) BOLTS FOR ADDITIONAL INFORMATION SEE 10/ S500 1 1/2" 2 1/2" 3/16 3/16 TREATED RIPPED 2x4 12 GA POUR STOP 3/16 3 SIDES 3/16 3/16 4" 4" PL3/8 12 GA POUR STOP 3/16 (3/16) 1/4" CAP PL HANGER COLUMN 3/8" STIFFENER PL EACH SIDE 3/16 3/16 TYP FOR ADDITIONAL INFORMATION SEE 3/ S510 3/16 SIMPSON HUC612 1/8 1/8 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 3090 BOOTH CREEK DR VAIL, COLORADO 3/1/2016 3:27:16 PM C:\Proj\M15.1107-Reimers_Residence-RS16_KMertens.rvt S510 REIMERS RESIDENCE STEEL DETAILS KM KH PD M15.1107.S.01 M15.1107.S.01 03/01/16 1 1/2" = 1'-0" 1 STRINGER CONNECTION TO BRIDGE 1 1/2" = 1'-0" 6 STRINGER CONNECTION AT BASE 1 1/2" = 1'-0" 9 STEEL HEADER TO COLUMN CONNECTION 1 1/2" = 1'-0" 10 GIRT CONNECTION AT LIFT AND SLIDE DOOR 1 1/2" = 1'-0" 7 W21 BEARING ON W8 1 1/2" = 1'-0" 8 W21 CONNECTING TO W12 1 1/2" = 1'-0" 11 CHANNEL CONNECTION AT FIREPLACE 1 1/2" = 1'-0" 12 CHANNEL CONNECTION TO BEAM AT FIREPLACE 1 1/2" = 1'-0" 3 HANGER COLUMN AT STAIRS 1 1/2" = 1'-0" 4 HANGER COLUMN AT STAIRS ALT VIEW 1 1/2" = 1'-0" 5 GIRT CONNECTION AT UPPER LEVEL STAIRS 3/2/2016 04/11/16