HomeMy WebLinkAbout03 AC3.3 TRASH REFUSE1 1
2 2
3 3
A
A
B
B
C
C
4
AC3.3
4
AC3.3
2' - 0"3' - 6"2' - 0"2' - 8"2' - 0"2' - 0"2' - 0"2' - 0"GRADE TO ROOF BRICK WALL25' - 0"12' - 6"12' - 6"(4) 6" DIA. CONCRETE
BOLLARDS, 4' 0" AFF,
PAINTED BLACK, TYP.(4) 6" DIA. HSS
CONCRETE-FILLED
GATE POSTS 5' 6"
AFF, PAINTED BLACK,
TYP.
SLOPE SLAB TO DRAIN
AC3.3
7 SIM.CLCLCLCLCL4' - 2"4' - 2"4' - 2"4' - 2"CL CL
1' - 9"
10
AC3.3 10' - 9 3/4"10' - 9 3/4"12' - 2"
5' - 6"4' - 8"
T.O. FOOTING 2
96' -0"
T.O. 1ST SLAB
100' -0"
A B C
T.O. PLATE
111' -8 5/8"4' - 0"CL
1' - 0"1' - 0"
HSS 6X6X1/4 COL., BLACK
STEEL BASE PLATE
DARK GREY PRECAST CAP
(4) 3/4" DIA. x 24" EMBED.,
C.I.P. ANCHOR BOLTS w/
DOUBLE HEAVY HEX NUT AT
BOTTOM OF EMBED.
5" CONC. SLAB w/ #4 @ 18" EA
WAY @ MID CENTER OF SLAB.
THICKENED EDGE WHEN STEM
WALL NOT PRESENT.
FOUNDATION PER STRUCT.
AC3.3
8
HSS 10X8X1/4, BLACK
VERTICAL REINFORCEMENT TO
EXTEND INTO FOUNDATION
AC3.3
5
EAVE DOES NOT EXTEND
PAST FRONT BOLLARD /
POST
4"
STANDING SEAM METAL
ROOFING, BLACK
BLACK METAL WRAPPED
2x10 FACIA
BLACK METAL
WRAPPED 2x6 FACIA
WRAP FACIA w/ PREFIN.
BLACK ALUM. BRAKE METAL
BLACK LINEAR METAL
SOFFIT
H3 AT EACH RAFTER,
STRUCTURAL TO VFY.
2x10's @ 16" O.C.
5/8" APA-RATED SHEATHING
2x8 TOP FLANGE NAILER
w/ (2) ROWS 1/2" DIA.
WELDED STUDS @ 24" O.C.
WRAP W/ BLACK METAL
2x BLOCKING w/ 16d
TONAILED INTO SILL PLATE @
6" O.C.
BLACK GUTTER
2x10's @ 16" O.C.
5/8" APA-RATED SHEATHING
2x8 TOP FLANGE NAILER
w/ (2) ROWS 1/2" DIA.
WELDED STUDS @ 24" O.C.
WRAP W/ BLACK METAL
BLACK STANDING SEAM,
MATCH BUILDING ROOF
FINISH
2x BLOCKING w/ 16d
TONAILED INTO SILL PLATE @
6" O.C.EDGE NAILING
BLACK METAL WRAPPED
2x10 FACIA
BLACK METAL
WRAPPED 2x6 FACIA
WRAP FACIA w/ PREFIN.
BLACK ALUM. BRAKE
METAL, MATCH BUILDING
FINISH
BLACK LINEAR METAL
SOFFIT, MATCH BUILDING
H3 AT EACH RAFTER
1/2" SHEATHING
4"
(4) 3/4" DIA. x 24" EMBED.,
C.I.P. ANCHOR BOLTS
HSS 10X8X1/4" BEAM
2 COURSES CMU PILASTER
4" BRICK VENEER
2x4 INFILL FRAMING W/
1/2" SHEATHING
1 34
AC3.3
10
AC3.3
OPEN OPEN
6" CONCRETE FILLED, STEEL
BOLLARD, PAINTED BLACK
(3) 3/4" DIA. BOLTS THROUGH
TO MASONRY, EMBED 4" MIN
INTO CMU PILASTER, (3) PER
POST MIN. PROVIDE SPACER
BETWEEN BRICK AND POST
2x2x1/8 HSS PERIMETER FRAME
FULLY WELDED, PAINTED BLACK
1x2x1/8 HSS CROSS
BRACING FULLY
WELDED, PAINTED BLACK
VERTICAL METAL SIDING
TO MATCH BUILDING
BRICK COLOR AND FINISH
PER SPECS
SLIDING 1" DIA. x 24" BLACK
DROP ROD AT EACH DOOR -
INSTALL GALV. STEEL PIPE IN
GROUND TO RECEIVE
ROD
GATE WELDED TO HINGE
W/ COLLAR WITH
GREASE FITTING, BLACK
HSS10X8X1/4
25' - 0"7' - 10"8' - 0"11' - 8 3/4"134
AC3.3
10
AC3.3
GRADE TO ROOF BRICK VENEER
WALL AND SIDE WALLS
12' - 6"12' - 6"
ABC
OPEN
3' - 6"
PROJECT SELECTED BRICK
COLOR AND FINISH PER
SPECS
EAVE DOES NOT EXTEND
PAST FRONT BOLLARD /
POST
BRICK
BOX CHANNEL SIDING TO
MATCH BUILDING FINISH
2x2x1/8 HSS PERIMETER
FRAME w/ 1x2x1/8 HSS
CROSS BRACING, ALL FULLY
WELDED, PAINTED BLACK
GATE WELDED TO HINGE
w/ COLLAR WITH GREASE
FITTING, BLACK 1/4TYP.2x2x1/8 HSS PERIMETER
FRAME w/ 1x2x1/8 HSS
CROSS BRACING, ALL
FULLY WELDED, PAINTED
BLACK
#3 TIE @ EACH COURSE
(4) #8 VERTICAL
REINFORCEMENT
FLARE BEVEL WELDT.O. FOOTING 2
96' -0"
T.O. 1ST SLAB
100' -0"6"3' - 6"10"CONCRETE FOOTING
PER STRUCTURAL
24"X24" CONCRETE FOUNDATION
AT CMU PILASTER
SLAB ON GRADE
PER STRUCTURAL
VERTICAL AND HORIZONTAL
REBAR PER STRUCTURAL
TROWEL FINISH TOP OF
ALL FND WALLS
WEEPS AT 24" O.C.
BUILDING WRAP LAP
OVER METAL FLASHING
4" BRICK VENEER
CAVITY DRAINAGE MATERIAL
2 COURSE CMU PILASTER
10"JOB No.SHEET NUMBERPROJECT / OWNERARCHITECTLOCATI ARCHITECTS1007 E. MAIN SUITE 202 BOZEMAN MONTANA406-587-1139 FAX 587-7369COPYRIGHT LOCATI ARCHITECTS P.L.L.P.2020 ALL RIGHTS RESERVEDPROJECT MGR2021_29NWX - BLDING I, LOT 12BOZEMAN, MONTANAAC3.3REFUSE ENCLOSURE DETAILSNORTHSCALE: 1/4" = 1'-0"
MAIN LEVEL
SCALE: 1/2" = 1'-0"AC3.3
SECTION4
DETAIL
SCALE: 1" = 1'-0"AC3.3 REF: 4 / AC3.3
(ENCLOSURE AT ROOF CONNECTION)8 DETAIL
SCALE: 1" = 1'-0"AC3.3
(ENCLOSURE RAKE EAVE)9 DETAIL
SCALE: 1" = 1'-0"AC3.3 REF: 1 / A9.1
(RAFTER TO BEAM TO PILATER)10
SCALE: 1/2" = 1'-0"
WEST ELEVATION
SCALE: 1/2" = 1'-0"
EAST ELEVATION
SCALE: 1/2" = 1'-0"
SOUTH ELEVATION
ISSUE#DATESITE PLAN SET111-19-21SP RESUBMIT22-04-22DETAIL
SCALE: 1" = 1'-0"AC3.3 REF: 11 / AC3.3
(GATE HINGE)7
DETAIL
SCALE: 1" = 1'-0"AC3.3 REF: 4 / AC3.3
(CMU PILASTER FOUNDATION)5