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HomeMy WebLinkAboutB16-0031_S602_1480363560.pdfBM SPLICE 1/2" MAX AT BM SPLICE WHERE APPLICABLE SIMPSON CC COL CAP SIZE PER CONNECTING BEAMS AND COLUMNS 3/4" Ø BOLTS AS REQUIRED PER SIMPSON CATALOG, TYP SEE PLAN FOR COL AND POST SIZES SEE PLAN FOR BEAM SIZES SIMPSON ECC COL CAP SIZE PER CONNECTING BEAMS AND COLUMNS BOLT DIAMETER PER COL CAP MNFR SEE PLAN FOR COL AND POST SIZES SEE PLAN FOR BEAM SIZES SIMPSON PBS66 HDG W/ (2) 5/8"Ø HDG THRU BOLTS CONC SUPPORT 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 9:43:47 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S602 REIMERS RESIDENCE WOOD FRAMING DETAILS KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 1 1/2" = 1'-0" 1 TYP WOOD BEAM AT POST 1 1/2" = 1'-0" 2 TYP WOOD BEAM AT END POST 1 1/2" = 1'-0" 3 TYP WOOD POST BASE 09/16/2016 11/28/16