Loading...
HomeMy WebLinkAbout010 Sht A101 Site DetailsELEVATIONPLANELEVATION12" SONO-TUBE10" SONO-TUBE1.5" 'B' DECKCHANNEL LATCH10' - 4"7' - 0"9' - 0"4' - 0"10' - 4"12' - 0"8"SLAB 8"x8" THICKENED EDGEALL AROUND4" PIPE BOLLARDS4" CONC. SLABW/ 6x6 W1.4x1.4 W.W.F.OVER 6" GRAVEL(SLOPE TO DRAIN)1.5" 'B' DECK2' - 6"1' - 0"5' - 0"DETAILS FOR 1-2 AND 3-4 YARD ENCLOSURESCDTL2T.S. 3/16"x2"x2"DETAIL CCHANNEL FRAME2x1x3/16" BAR1.5" 'B' DECKDDTL1. GATE POST MATL.T.S. 6"x6"x3/16"2. CORNER POST MATL.T.S. 4"x4"x3/16"GATE POSTCORNER POST3. WALL MATL. 1.5 'B' DECKIN AVAILABLE GAUGE4. OTHER MATERIALS AND MEASUREMENTSARE ON DETAIL 1 & 25.* COL TO COL. INSIDEDETAIL B1"1"6"2' - 0"2' - 0"6"SLOTTED HLS.9/16x1"CAP COL.WELD ALL AROUNDSLOTTED HLS.9/16x1"F.B. 3/16x3"DET. C/TEDTL2NOTE:ORIENT SLOTTEDHOLES AS SHOWNWELD PL. 1"FROM POST CORNERDETAIL DDETAIL A= COL. DIST. -6"WALL PANEL LENGTH2x2x3/16 WELD TABST.S. 2x2x3/16F.B. 3/16x32" BEYOND FRAME, SEE DTL.CBAR CHANNEL2"x1"x3/16"F.B. 3/16"x2"x2"WELD TABS BEHIND@1'-0" O.C. TO MATCH DECK PROFILEPLAN VIEWSIDE VIEWPERSPECTIVE VIEW7' - 6"1' - 8"4" CONCRETE SLAB16" (MIN.) THICK CONCRETE PADW/ BAR AS REQ'D1/4:12 SLOPE16' - 0"SEE SITE PLANINDICATES LINE OF ROOFABOVEEDGE OF SLAB OR EDGE OF BUILDINGEDGE OF SLAB OR EDGE OF BUILDINGEDGE OF SLAB OR EDGE OF BUILDINGSECURABIKE (CBR4SC) COMPACTBIKE RACK BY DUO-GARD (TYP. OF 3)14' - 4"8' - 6 7/16"EDGE OF SIDEWALK2' - 0"12' - 0"2' - 0"6' - 0"VARIESSECTION VIEW1' - 8"NOTE:IT IS THE RESPONSIBILITY OF THEINTSTALLER TO ENSURE THAT ALL BASE MATERIALS INTO WHICH THE SHELTER WILL BE INSTALLED CAN SUPPORT THE RACK AND WILL NOTBE DAMAGED BY ANY REQUIRED INSTALLATION PROCEDURES. SEESHOP DRAWINGS FOR DETAILSSURFACE MOUNTEDBIKE SHELTER W/ POWDERCOAT FINISHNOTE: SEE INSTALLATION SPECIFICATIONS BY MFR. FOR REQUIRED MATERIALS AND PROPERINSTALLATION.10"X12"X5/8" BASE PL. W/(4) 3/4" DIA. SIMPSON TORQ-CUT WEDGE ACHORS(12" MIN. EMBED) AT EACHCOLUMN1127' - 10"2' - 0"12' - 0"2' - 0"4' - 4"4' - 0"2 7/16"2"14' - 0"2"METAL FINISH CORNER FLASHINGBY METAL PANEL MANUFACTURERZEE GIRTSHSS COLUMN, SEE PLANPLAN VIEWELEVATIONSECTION1/8" MTL. COLUMN CAPHSS COLUMN, SEE PLAN.063 GA. PERFORATED METAL W/ ROUND HOLES, SEE SPECS..063 GA. PERFORATED METAL W/ ROUND HOLES, SEE SPECS.PL. 1/4"x5"x7"x3" W/ (2) 1/2" DIA. BOLTS1'-0" LOWER ROOFS2'-0" UPPER ROOF4' - 0"2"1' - 9"1' - 9"4"ZEE GIRT BTWN. COLUMNSHSS COLUMN, SEE PLAN.063 GA. PERFORATED METAL W/ ROUND HOLESMTL. PANELS TO BE ATTACHED W/3/8" -1/2" HOT-DIPPED GALVANIZEDBOLTS @ 24" O.C.PLAN VIEWHSS COLUMN, SEE PLANPL. 1/4"x5"x7"x3" W/ (2) 1/2" DIA. BOLTSZEE GIRT.063 GA. PERFORATED METAL W/ ROUND HOLES, SEE SPECS.4' - 0"1'-0" LOWER ROOFS2'-0" UPPER ROOF2 3/4"4"1 1/4"2 1/2"2 1/2"PL. 1/4"x5"x7"x3" W/ (2) 1/2" DIA. BOLTSSTATUS:JOB NO.:CHECKED:DRAWN:Copyright © 2024 Springer Group Architects, P.C.5/10/2024 1:34:03 PMTBD North 19th Avenue Bozeman, Montana5-1-2024RSSGAM22-00350% DESIGN DEV.A101Salvation ArmyBozeman CorpsCommunity CenterSITE DETAILSREVISION SCHEDULENO: DESCRIPTION: DATE: BY:1/4" = 1'-0"A10122TYP. TRASH ENCLOSURE DETAIL1/2" = 1'-0"A10111COVERED BIKE RACK DETAIL3/4" = 1'-0"A1011ROOF TOP MECHANICAL EQUIPMENT SCREENING WALL