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HomeMy WebLinkAboutREV2 S1.pdfAAAA1S-1S-131S-11S-1SIMSIMTYPCONNECTION AT CORNER(3) SPAX XWL250-8000 HCRSCREWS7'-0" MAXSEE FOR HANDRAILPOST CONNECTION4/ S-1L5x3x1/4xCONT HDG.LONG LEG AT TIMBERS1/4"Ø LAG SCREW HDGWITH 4" EMBED AT EACHTIMBER(1) 1/2"Ø EXP ANCHOR HDG WITH3" EMBED, AT TOP AND BOTTOMOF ANGLE AND @24"OC MAX.MIN 3" EDGE DISTANCE FROMEND OF ANGLE1 1/2"EXISTING CONCRETE WALLSPAX XWL250-8000 HCR SCREWS@ 6" OC, AND AT EA END OFTIMBER. STAGGER 3" TYP.PROVIDE (1) SPAX XWL250-8000HCR SCREW EACH SIDE OFJOINTS AND AT CORNERS, TYPDEADMAN @ 24" OCSTAGGER T&B WHEREGEOMETRY ALLOWS(4) SPAX XWL250-8000 HCRSCREWS AT DEADMANCONNECTION TO WALLNO DEADMAN AT SIM3" TYP3" TYP6'-0" MAX2'-0" MAX1'-3" MIN6x8 TREATED TIMBERS,TYPSPAX XWL250-8000 HCRSCREWS @ 6"OC THRU(2) TIMBERS, TYP6x8 x 7'-0" DEADMAN @24" OC , BOLT TO FACETIES, TYP12" GRANULAR BACKFILL6" PERF DRAIN PIPE;DAYLIGHT DOWN GRADENO OFFSET AT SIM6x8x4'-0" DEADMANWITH (2)5/8"Ø HDGALL THREADNOTES:1. ALL TIMBER SHALL BE PRESERVATIVE TREATED PER AWPA U1, DF#2 OR BETTER2. ALL STEEL SHALL BE ASTM A36 OR BETTER3. ALL STEEL AND STEEL CONNECTORS SHALL BE HOT DIP GALVANIZED G185 (HDG) OR HIGH CORROSION RESISTANT (HCR)PER TIE1" OFFSETSEE FOR HANDRAILCONNECTION4/ S-12'-0" MAX(3) SPAX XWL250-8000SCREWS THRU HANDRAILPOST TO TOP OF WALLSIMPSON A34 (ZMAX)EACH SIDE OF POST ATCONNECTION TODEADMAN, HDGALIGN TOP ROWDEADMAN WITH HANDRAILPOST LOCATIONS6x6 CEDARPOSTS-132S-1SIMALTERNATE TIMBEROVERLAP AT CORNERSNO DEADMANSREQUIREDCONNECTION AT CORNER(4) SPAX XWL250-8000 HCRSCREWS4'-0" MAX3'-4"CONNECT SHORT TIMBERWITH (2) SPAX XWL250-8000 HCR SCREWS EACHCOURSES-16PL1/2x11 HDG1/4"Ø LAG SCREW HDGWITH 4" EMBED AT EACHTIMBER(1) 1/2"Ø EXP ANCHOR HDG WITH3" EMBED, AT TOP AND BOTTOMOF ANGLE AND @24"OC MAX.MIN 3" EDGE DISTANCE FROMEND OF ANGLEEXISTING CONCRETE WALLTYP1 1/2"3"5"SHEET TITLE:SHEET NUMBER:© MARTIN/MARTIN 2011DESIGNERS:DATE PRINTED:MM JOB #:PRINCIPAL:EOR:PROJECT MANAGER: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:9/2/2014 3:31:02 PMC:\Proj\14.0630_Potato Patch_RS14_seanm.rvtS-1POTATO PATCH CLUB950 RED SANDSTONE ROAD VAIL, COLORADO 81657TIMBER RETAININGWALLAMMSJMPD14.063014.063008/27/14SJM 3/4" = 1'-0"PLAN END UNIT (UNITS 33, 36, 39 OH, 40, 42 OH) 1 1/2" = 1'-0"3TIMBER CONNECTION TO EXISTING WALL 3/4" = 1'-0"2TIMBER RETAINING WALL ELEVATION 1" = 1'-0"1WALL SECTION 1" = 1'-0"4HANDRAIL CONNECTION 3/4" = 1'-0"PLAN AT MIDDLE UNITS W/ WING WALL (UNITS 34, 41) 1 1/2" = 1'-0"6TIMBER CONNECTION TO EXISTING WING WALLNO ISSUE DATE1 PERMIT 9/2/149/2/2014