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HomeMy WebLinkAbout027 - S-7 - SECT & DTLSVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\SHEETS\2-STRUCTURAL\S-X_STRUCTURALPLANS&DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierlePLOTTED BY:LEE HAGEMAN ON Jun/04/2025 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANASECTIONS AND DETAILS10678.00127S-7KJSLRHLRH06/2025 AGENCY REVIEW (REVISION 2)JUNE 202558" CDX PLYWOOD2 LAYERS OF 15 LB FELT PAPER2X RIM BOARDPRE-FINISHED METAL FLASHINGDRIP EDGE FLASHINGPRE-FLASHING PERFORATEDMETAL SOFFITSIMPSON A34 ANCHORS @ 16" O.C.(ATTACH GABLE DROP TRUSS TO STUDWALL)716" APA RATED 40/20 SHEATHINGATTACHED W/ 8d's @ 6" O.C., 12" IN FIELDCANEXEL VINYL SIDING COLOR ANDPATTERN SELECTED BY OWNERINFILTRATION BARRIERHEAVY DUTY 3-TABASPHALT SHINGLES2x6 BLOCKING BETWEENOVERHANG JOISTSRIDGE VENT2x6 OUTLOOKERS@ 2'-0" O.C.SIMPSON U26JOIST HANGERSPRE-ENGINEERED WOODTRUSSES @ 2'-0" O.C.R38 INSULATION2x6 BLOCKING @ 16"O.C. THIS TRUSSSPACE ONLY2 LAYERS 58" TYPE X GYPSUMBOARD FINISHED CEILINGATTACH BLOCKING TOADJACENT TRUSSES WITHSIMPSON A35 ANCHORS6 MIL. PE VAPOR BARRIERVINYL WALL FINISH6 MIL. PE VAPOR BARRIER2x6 WOOD STUDWALL W/ STUDS @ 16" O.C.W/ R-19 BATT INSULATION BETWEEN STUDSSIMPSON H1SEISMIC TIEPRE-ENGINEEREDGABLE DROP TRUSS2OVERHANG DETAILSCALE: NTS2'-0"3FOOTING DETAILSCALE: NTS1BUILDING SECTIONSCALE: NTS4SPLASHBLOCK DETAILSCALE: NTS5GUTTER DETAILSCALE: NTS6DOWNSPOUT DETAILSCALE: NTS7FOOTING DETAIL (AT DOOR)SCALE: NTSPRECAST CONCRETESPLASHBLOCKSLOPE INVERT 1" PER 3'36"14"9"6"3"CLIP PERIMETER FLASHING ATEACH STRAP AS REQUIREDSTRAP SUPPORTS AT 36"MAXIMUM CENTERSNEW CONTINUOUS GUTTER5"4"124SEE GUTTER DETAILCONTINUOUS PREFINISHEDMETAL GUTTERMINIMUM SLOPE 1"PER FOOTDOWNSPOUT SUPPORTS AT4'-0" MAXIMUM CENTERS(MINIMUM PER DOWNSPOUT)PREFINISHED METALDOWNSPOUTMINIMUM SLOPE1" PER 3'1247'-0"x4'-0"x6" CONCRETE SLAB W/#4 BARS @ 18" O.C. EACH WAY8" STEMWALL6" COMPACTEDGRAVEL#4 @ 12 O.C. ACROSSWIDTH OF DOOR XR10 PERIMETERINSULATION6" COMPACTEDGRAVEL3'-0"3'-0"2% GRADESTEMWALL BEYONDSTUDWALL BEYOND10" SLAB W/ #4 BARS @ 12"O.C., TOP AND BOTTOMT.O.SLAB = 4783.148" BLOCKOUT AT TOP OFFOUNDATION WALL AT DOOR4"8"#5 BARS @ 12" O.C.SOIL GRADE ORSLAB-ON GRADEWHERE APPLICABLE2x6 TREATED SILLPLATE ON SILL SEALER716" APA RATED 40/20SHEATHING ATTACHED W/8d's @ 6" O.C., 12" IN FIELDINFILTRATIONBARRIERCANEVEL VINYL SIDING COLOR ANDPATTERN TO BE SELECTED BY OWNERVINYL WALL FINISH6 MIL. PE VAPOR BARRIER2x6 WOOD STUDWALL W/ STUDS @ 16" O.C.W/ R-19 BATT INSULATION BETWEEN STUDS58" Ø L-SHAPED ANCHOR BOLTS@ 2'-6" O.C. (MIN. 8" EMBED)T.O.STEMWALL = MATCH EXST. BLDG.12" EXPANSION JOINTT.O.SLAB = 4783.1410" SLAB W/ #4 BARS @ 12"O.C. - TOP AND BOTTOM6" COMPACTED GRAVEL#4 BARS @ 16 O.C.CENTERED IN WALL(5) #4 REBAR,SPACED EVENLYR10 PERIMETERINSULATION(2) #4 BARSxCONTCOMPACTED SUBGRADEUNDER FOOTINGNATIVE GRAVEL WITH SANDAND COBBLE SOIL, VERIFY2% GRADE4'-7"6"4" 4'-4" 4'8"3" CLEAR EXISTING FOOTING PERDETAIL 7 ON SHEET S-7R10 PERIMETERINSULATIONR10 PERIMETERINSULATION12" EXPANSION JOINTPRE-ENGINEERED WOODTRUSS SYSTEM W/TRUSSES @ 2'-0" O.C.2 LAYERS 58" TYPE XGYPSUM BOARDFINISHED CEILINGAND WALL FINISHTO BE VINYL2x6 BLOCKING, AS REQUIRED ATPLYWOOD SHEATHING EDGES#4 @ 12" O.C.EACH WAYT.O.SLAB = 4783.14RIDGE VENTOVERHANG PER DETAIL 2ON SHEET S-7FOOTING PER DETAIL 7ON SHEET S-7EXISTING SLABPOUR SLAB IN PROPOSEDDOORWAY TO MATCHEXISTING SLABX10" SLAB-ON-GRADE W/ #4 BARS@ 12" O.C. - TOP AND BOTTOMSISTER 2x6 TO EXISTINGLOOKOUT TO ACHIEVECORRECT TRUSS LAYOUTSEE DETAIL 4 ON SHEET S-105/29/20258"1'-6"