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HomeMy WebLinkAbout21-A1.02 STORAGE PLAN AND DETAILS2' - 0"3' - 0" 2x OUT-LOOKER @ 24" OC 2x FULL DEPTH BLOCKING, NAIL TO TRUSS WITH 0.131"x3" TOENAILS @ 4" OC GABLE END TRUSS, PER PLAN 0.131 x 2 1/2" NAILS AT 6" OC. STUD WALL PER PLAN, SHEARWALL WHERE INDICATED. MAXMIN 0.131 x 3" NAILS AT 6" OC. TRUSS PER PLAN A34 CLIP @ EACH OUTLOOKER 19/32"" OSB SHEATHING NAIL TO OUT- LOOKER W/ 0.131 x 2 1.2" NAILS AT 4" OC LTP5 CLIP AT 24" OC AS35 CLIP AT 24" OC24' - 0"4' - 2 3/8"9' - 0"4' - 0"3' - 0"3' - 9 5/8"4" CONCRETE SLAB ON COMPACTED FILL W/ #4 @ 18" OCEW. 7' x 9' (24 GA.) OVERHEAD SECTIONAL DOOR (UNINSULATED)7' x 9' (24 GA.) OVERHEAD SECTIONAL DOOR (UNINSULATED) 3' x 7' HOLLOW METAL MAN DOOR PREFINISHED 24 GA. METAL SIDING (PROTECH STEEL 7.2 STRUCTURAL BOX RIB) (VERTICAL) PREFINISHED STANDING SEAM 24 GA. METAL ROOFING (PROTECH STEEL 2" MECHANICAL LOCK) AND TRIM GUTTER AND DOWNSPOUT (ONE DOWNSPOUT PER SIDE) 4 12 3' x 7' HOLLOW METAL MAN DOOR 7' x 9' (24 GA.) OVERHEAD SECTIONAL DOOR (UNINSULATED) FOUNDATION SEE DETAIL 6/A102 FLOOR PLAN SIDE ELEVATION FRONT ELEVATION A1.02 2 O.H. 1' - 4" O.H. 1' - 4" O.H. 1' - 4" END TRUSS PREFAB. WOOD TRUSSES (ABOVE) @ 24" OC.A-1A-2INDICATES ROOF FRAMING ABOVE 2x4 OUTLOOKERS AT 24" OC. (ABOVE) 6" CONCRETE FILLED STEEL PIPE BOLLARD 5 A1.02 3 A1.02 FND. BELOW 3 A1.02 FND. BELOW 4 A1.02 3 A1.02 FND. BELOW 4 A1.02 5 A1.02 FND. BELOW 3 A1.02 SEE SHEETS S0.1-0.3 FOR GENERAL STRUCTURAL NOTES AND SCHEDULES FINAL COLORS FOR ROOFING, SIDING AND TRIM TO BE CHOSEN FROM MFR. STANDARD 24 GA. COLORS, BY ARCHITECT TYP. ABOVE TYP. ABOVE TYP. ABOVE 6 6 HDU2 HDU2 HDU2 HDU2 FOUNDATION SEE DETAIL 5/A102 FINISHED GRADE FINISHED GRADE TYP. ABOVE NORTH NORTH SEE LANDSCAPE PLAN FOR PLANT SCREENING. 2 PREFINISHED MTL ROOF, SYNTHETIC UNDERLAYMENT ON 19/32" OSB SHTG, ON ENGINEERED WOOD TRUSSES PREFINISHED MTL SIDING, AIR BARRIER, ON 15/32" OSB SHTG, ON 2x4 FRAMING AT 16" OC THICKENED EDGE (2'-0") CONCRETE SLAB (SEE STRUCTURAL SHTS) TREATED SILL PLATE WITH 5/8"x8" ANCHOR BOLTS AT 48" OC MAX (2 MIN PER LENGTH OF WALL) PREFINISHED ALUM SOFFIT PANELS PREFINISHED METAL FASCIA TRIM AND DRIP COMPACTED FILL SLOPE AWAY FROM BLDG A1.02 3 P.T. SILL PLATE W/ 5/8"x8" TITAN HD @ 48" OC. 0.131 x 2 1/2" NAILS AT 6" OC STUD WALL, PER PLAN #4 @ 24" OC. W/ STD HOOK 48" 12" SLAB, PER PLAN (2) #4 CONT. @ TOP FINAL GRADE (2) #4 CONT. @ BOTTOM3' - 10" MIN.8"10"1' - 4" #4 VERTS @ 16" O.C.3"#4 HORIZ. @ 12" O.C. 19/32" OSB SHEATHING RBC CLIP AT 24" OC 0.131x2 1/2" NAILS AT 6" OC 2x FULL DEPTH BLKG, (MAY BE DRILLED W/ (3) 1 1/2" HOLES MAX FOR VENTING 0.131x2 1/2" NAILS AT 6" OC TRUSS PER PLAN H1 TIE, EACH TRUSS CONT. DBL. TOP PLATE 15/32" OSB SHEATHING STUD WALL PER PLAN, SHEARWALL WHERE INDICATED. #6 @ 8" O.C. ALT HOOKS #5 HRZ @ 12 " O.C. #4 CONT @ TOP FINISHED GRADE STUD WALL PER PLAN, SHEAR WALL WHERE INDICATED SLAB, PER PLAN CONCRETE RETAINING WALL 0.131 x 2 1/2"@ 6" O.C. TRANSVERSE #5, MATCH VERTICAL SPACING, TOP AND BOTTOM LONGITUDINAL #4 @ 12" O.C.1' - 4"2" CLR.3" CLR.3' - 0" .4' - 0" MIN. BELOW GRADE10" 5" P.T. SILL PLATE W/ 5/8"x8" TITAN HD @ 48" O.C. U.N.O. PER SHEAR WALL SCHEDULE. 5' - 0" . Tyson C. Kraft O D a C E ESNLI e GrSATETOFM a Et F THCRA I ll Cs TN NAT A15974 00000 0 000000000000 Project Date Drawn by Checked byarchitectsNelson DreamDesignBuild621 2nd Avenue North Great Falls, MT 59401406.727.3286 NelsonArchitects.comISSUED FORNOT FOR CONST. CONSTRUCTION 2' -8"5' -4"8' 3/8" = 1' -0" 1' -4"2' -8"4' 3/4" = 1' -0" 1'2'3' 1" = 1' -0" 8"1' -4"2' 1 1/2" = 1' -0" 8"1' -4"2' 1 1/2" = 1' -0" 8"1' -4"2' 1 1/2" = 1' -0" 1'2'3' 1" = 1' -0" 1'2'3' 1" = 1' -0" 1' -4"2' -8"4' 3/4" = 1' -0" 1' -4"2' -8"4' 3/4" = 1' -0" 2'4'6' 1/2" = 1' -0" 10' -8"21' -4"32' 3/32" = 1' -0" 8'16'24' 1/8" = 1' -0" 4'8'12' 1/4" = 1' -0" 2' -8"5' -4"8' 3/8" = 1' -0" 2' -8"5' -4"8' 3/8" = 1' -0" 4"8"1' -0" 3" = 1' -0" 5' -4"10' -8"16' 3/16" = 1' -0"A1.02 23-012 6/21/24 TCK DENSTORAGE PLAN AND DETAILS1851 BAXTER LANE, BOZEMAN MONTANA59715BOZEMAN ATWELL HOTEL1" = 1'-0"A1.02 5 GABLE END TRUSS TO STUD WALL 3/8" = 1'-0"A1.02 1 STORAGE GARAGE PLAN AND EXTERIOR ELEVATIONS 3/4" = 1'-0"A1.02 2 STORAGE GARAGE WALL SECTION 1 1/2" = 1'-0"A1.02 3 FOUNDATION WALL 1" = 1'-0"A1.02 4 TRUSS PERPENDICULAR TO STUD WALL 1 1/2" = 1'-0"A1.02 6 STUD WALL / RETAINING WALL REVISION SCHEDULE # DESCRIPTION DATE 2 CITY COMMENTS 2/21/25