Loading...
HomeMy WebLinkAboutREV1 S1.pdfA A A A 1 S-1 S-1 3 1 S-1 1 S-1 SIM SIM TYP CONNECTION AT CORNER (3) SPAX XWL250-8000 HCR SCREWS 7'-0" MAX SEE FOR HANDRAIL POST CONNECTION 4/ S-1 L5x3x1/4xCONT HDG. LONG LEG AT TIMBERS 1/4"Ø LAG SCREW HDG WITH 4" EMBED AT EACH TIMBER (1) 1/2"Ø EXP ANCHOR HDG WITH 3" EMBED, AT TOP AND BOTTOM OF ANGLE AND @24"OC MAX. MIN 3" EDGE DISTANCE FROM END OF ANGLE 1 1/2" EXISTING CONCRETE WALL SPAX XWL250-8000 HCR SCREWS @ 6" OC, AND AT EA END OF TIMBER. STAGGER 3" TYP . PROVIDE (1) SPAX XWL250-8000 HCR SCREW EACH SIDE OF JOINTS AND AT CORNERS, TYP DEADMAN @ 24" OC STAGGER T&B WHERE GEOMETRY ALLOWS (4) SPAX XWL250-8000 HCR SCREWS AT DEADMAN CONNECTION TO WALL NO DEADMAN AT SIM 3" TYP3" TYP 6'-0" MAX 2'-0" MAX 1'-3" MIN 6x8 TREATED TIMBERS, TYP SPAX XWL250-8000 HCR SCREWS @ 6"OC THRU (2) TIMBERS, TYP 6x8 x 7'-0" DEADMAN @ 24" OC , BOLT TO FACE TIES, TYP 12" GRANULAR BACKFILL 6" PERF DRAIN PIPE; DAYLIGHT DOWN GRADE NO OFFSET AT SIM 6x8x4'-0" DEADMAN WITH (2)5/8"Ø HDG ALL THREAD NOTES: 1. ALL TIMBER SHALL BE PRESERVATIVE TREATED PER AWPA U1, DF#2 OR BETTER 2. ALL STEEL SHALL BE ASTM A36 OR BETTER 3. ALL STEEL AND STEEL CONNECTORS SHALL BE HOT DIP GALVANIZED G185 (HDG) OR HIGH CORROSION RESISTANT (HCR) PER TIE 1" OFFSET SEE FOR HANDRAIL CONNECTION 4/ S-1 2'-0" MAX (3) SPAX XWL250-8000 SCREWS THRU HANDRAIL POST TO TOP OF WALL SIMPSON A34 (ZMAX) EACH SIDE OF POST AT CONNECTION TO DEADMAN, HDG ALIGN TOP ROW DEADMAN WITH HANDRAIL POST LOCATIONS 6x6 CEDAR POST S-1 3 2 S-1 SIM ALTERNATE TIMBER OVERLAP AT CORNERS NO DEADMANS REQUIRED CONNECTION AT CORNER (4) SPAX XWL250-8000 HCR SCREWS 4'-0" MAX 3'-4" CONNECT SHORT TIMBER WITH (2) SPAX XWL250- 8000 HCR SCREWS EACH COURSE S-1 6 PL1/2x11 HDG 1/4"Ø LAG SCREW HDG WITH 4" EMBED AT EACH TIMBER (1) 1/2"Ø EXP ANCHOR HDG WITH 3" EMBED, AT TOP AND BOTTOM OF ANGLE AND @24"OC MAX. MIN 3" EDGE DISTANCE FROM END OF ANGLE EXISTING CONCRETE WALL TYP 1 1/2" 3" 5" SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011 DESIGNERS: 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 PM C:\Proj\14.0630_Potato Patch_RS14_seanm.rvt S-1 POTATO PATCH CLUB 950 RED SANDSTONE ROAD VAIL, COLORADO 81657 TIMBER RETAINING WALL AMM SJM PD 14.0630 14.0630 08/27/14 SJM 3/4" = 1'-0" PLAN END UNIT (UNITS 33, 36, 39 OH, 40, 42 OH) 1 1/2" = 1'-0" 3 TIMBER CONNECTION TO EXISTING WALL 3/4" = 1'-0" 2 TIMBER RETAINING WALL ELEVATION 1" = 1'-0" 1 WALL SECTION 1" = 1'-0" 4 HANDRAIL CONNECTION 3/4" = 1'-0" PLAN AT MIDDLE UNITS W/ WING WALL (UNITS 34, 41) 1 1/2" = 1'-0" 6 TIMBER CONNECTION TO EXISTING WING WALL NO ISSUE DATE 1 PERMIT 9/2/14 9/2/2014 10/07/14