A2 · mtl trim @ windows stucco stone veneer east elevation - 1/4" = 1' steel rail metal accent...
Transcript of A2 · mtl trim @ windows stucco stone veneer east elevation - 1/4" = 1' steel rail metal accent...
FD
STAIR
001
225.89004
MECH.ROOM
91.42002
PHONE/NETWORK
SRVR
37.11003
MEDGAS
BASEMENT PLAN 1/4" = 1'
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PLACEARCHITECTURE
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303.00115
MAINOPERATORY
186.47114
OPERATORY2
199.51112
OPERATORY3
75.87108
X-RAY
126.21106
STERILIZE
139.33103
PHOTOGRAPHY/CONSULT
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RESTRM
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FRONTDESK
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NURSESTATION
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4 3
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9' -
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COUNTER +36"
DESK +30"
COUNTER +48" CLEAR GLASSABOVE 50"
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5' WALL
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33' - 0" 10' - 9 1/4" 8' - 2 3/4"
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RECEPTION
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STAIR
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VESTIBULE
202.82113
OPERATORY1
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LOCKER
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13' - 6 1/2" 24' - 11" 13' - 6 1/2"
1' -
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14' - 8 1/4"
TRUSS ABOVE
TRUSS ABOVE
TERRACE
TERRACE23.16205
W.C.
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ATTIC ACCESSHATCH (OVERHEAD)
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CLE
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3' - 2" CLEAR
NEW 3'-0" X 7' 4 1/2" STOREFRONTOUTSWING DOOR TO REPLACE EXISTINGINSWING STOREFRONT DOORS(SEE EXISTING CONDITIONSPLAN).
NEW DOOR PLAN AT 2ND FLOOR OFFICES1/8" = 1' 11.17.2010
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R1R142" 42" 42"
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ATTIC ACCESSHATCH (24x48)CLEAR OPENING
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STEEL RAIL
METALACCENT TRIM
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WD SHINGLE
METAL ROOFING
TIMBER FRAMING
STUCCO
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ASPHALT SHINGLES
EXPOSED STFRAMING
STUCCO
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2ND FLOOR110' - 2"
T.O. FND WALL99' - 6 3/4"
T.O. FOOTING92' - 0 3/4"
T.O. PLATE - 1109' - 1 3/8"
T.O. PLATE - 2118' - 2"
CRAWLSPACE92' - 4 3/4"
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TYP. FLOOR CONST
TYP. TRUSS ROOF CONSTASPH. SHNGLS OVER30# FELT OVERROOF TRUSS PER STRUCT W/VAPOR BARRIER OVER5/8" GWB
EPDM ROOFING OVERTAPERED RIGID INSUL OVER3/4" PLYWD OVERJOISTS PER STRUCT
TYP FLOOR CONST3/4" PLYWD OVERFLOOR JOISTS PER STRUCT OVER5/8"GWB
SOUND BATTS @OFFICE SPACES
2'X2' T-GRID W/ LAY-INACCOUSTIC TILES
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2ND FLOOR110' - 2"
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T.O. FOOTING92' - 0 3/4"
T.O. PLATE - 2118' - 2"
CRAWLSPACE92' - 4 3/4"
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1/4" = 1'-0"1
BUILDING SECTION @ STAIR
1/4" = 1'-0"2
BUILDING SECTION @ ENTRY
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PLACEARCHITECTURE
A
N
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1ST FLOOR=100'-0"4937' - 2 13/32"
2ND FLOOR110' - 2"
T.O. FND WALL99' - 6 3/4"
T.O. FOOTING92' - 0 3/4"
T.O. PLATE - 1109' - 1 3/8"
CRAWLSPACE92' - 4 3/4"
1 2 3 4 5 6
1 2
8
A8.6
2
A9.5
2
A9.7
4
A9.5
2Sim
ASPH. SHINGLES OVER30# FELT OVER2x6 RAFTERS W/ VAPOR BARRIER OVER5/8" GYP. BD. OVER6x6 PERLINS OVERCUSTOM TRUSS
5 1/2" COREBOND (R38 MIN)
TYP FLOOR CONST3/4" PLYWD OVERFLOOR JOISTS PER STRUCTURAL OVER5/8" GWB
TYP FLOOR CONST
8' -
6"
A9.7
4Sim
1ST FLOOR=100'-0"4937' - 2 13/32"
2ND FLOOR110' - 2"
T.O. FND WALL99' - 6 3/4"
T.O. FOOTING92' - 0 3/4"
T.O. PLATE - 1109' - 1 3/8"
T.O. PLATE - 2118' - 2"
CRAWLSPACE92' - 4 3/4"
1 2 3 4 5
A9.5
1
A9.5
1Sim
A9.7
3
A9.7
1A9.7
3Sim
1ST FLOOR=100'-0"4937' - 2 13/32"
2ND FLOOR110' - 2"
T.O. FND WALL99' - 6 3/4"
T.O. FOOTING92' - 0 3/4"
T.O. PLATE - 1109' - 1 3/8"
T.O. PLATE - 2118' - 2"
CRAWLSPACE92' - 4 3/4"
A B C D E F
A9.6
5
A8.6
2Sim
1
AD1.2
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1/4" = 1'-0"1
BUILDING SECTION 1/4" = 1'-0"
2BUILDING SECTION @ SIDE DOORS
1/4" = 1'-0"3
BUILDING SECTION - NORTH/SOUTH
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PLACEARCHITECTURE
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1 2 3
C
5
A7.1
4
A7.1
11"
11"1' - 0"
11"
3' -
4"
4 3
/4"
3' -
2 1
/2"
3' - 1 7/8" 5' - 6"
UP4T@11"=5R@6 13/16"=
1 2 3
C
5
A7.1
4
A7.1
1' - 0" 11"
3' - 1 7/8" 6' - 5"
6' - 7"
DN7T@11"=8R@6 13/16"=
UP7T@11"=8R@6 3/4"=
1 1
/2"
CL
EA
R1
1/2
" C
LE
AR
1 2 3
C
5
A7.1
4
A7.1
11" 1' - 0"
3' -
4"
4 3
/4"
3' -
4"
3' - 3 3/8" 8' - 3"
DN9T@11"=10R@6 3/4"=
HANDRAIL @ INSIDE EDGES OF STAIRTO BE CONTINUOUS FROM TOP TOBOTTOM
1ST FLOOR=100'-0"4937' - 2 13/32"
2ND FLOOR110' - 2"
T.O. FND WALL99' - 6 3/4"
T.O. FOOTING92' - 0 3/4"
T.O. PLATE - 2118' - 2"
CRAWLSPACE92' - 4 3/4"
C
1 2
8
5' -
7 3
/4"
4' -
6 1
/4"
5' -
0 1
/8"
2' -
7 1
/8"
4
A7.1
1ST FLOOR=100'-0"4937' - 2 13/32"
2ND FLOOR110' - 2"
T.O. FND WALL99' - 6 3/4"
T.O. FOOTING92' - 0 3/4"
T.O. PLATE - 1109' - 1 3/8"
T.O. PLATE - 2118' - 2"
CRAWLSPACE92' - 4 3/4"
1 2 35
A7.1
3' -
6"
11" TYP.3' -
6"
6 3
/4"
1' - 0"1' - 0"
2' -
10"
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Prk
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1/2" = 1'-0"1
ENLARGED CRAWLSPACE STAIR PLAN
1/2" = 1'-0"2
ENLARGED 1ST FLOOR STAIR PLAN
1/2" = 1'-0"3
ENLARGED 2ND FLOOR STAIR PLAN 1/2" = 1'-0"
5STAIR SECTION 2
1/2" = 1'-0"4
STAIR SECTION 1
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DON J.McLAUGHLIN
PLACEARCHITECTURE
A
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LC
LC
LC
LC
LC
C
1' -
6"
5' TURNRADIUS
6' - 1 3/4" (56" MIN.)
5' -
0"
MIN
. C
LE
AR
3' - 6" 1' - 0"
3' -
0"
6"
104
3' - 3" MAX
1' - 7"19" MAX
4' - 0" MIN
2' -
6"
MIN
4' - 0 3/4"48" MIN CLR.
RESTRM
104
SOUND BATTS @RESTROOM WALLS
3
201
205
W.C.
205
LOCKER
201
3' - 1 1/4" 3 1/2" 6' - 0 5/16"
1' - 6"
LOCKERS BY OWNER
COAT HOOKS W/SHELF ABOVE
STACKEDW/D
2' -
5"
2' -
8"
SOUND BATTS @INTERIOR WALLS
4
C
D
206
2' -
3"
1' -
4 3
/4"
1' -
3"
SOUND BATTS @INTERIOR WALLS
2' - 6" 2"
17
"-1
9"
HC
ACCIDENTAL CONTACT
PIPES TO AVOID
INSULATE EXOPSED
COUNTER
SURFACE
REFLECTIVE
SOAP
TOWEL
FLUSH MOUNT
NAP, DISPENSER
TOWEL
TOWEL/ WASTE
FLUSH MOUNT
TOILET COVER
34
"m
a x
T.O
.R
IM
9"
min
6"ma
x
29
" m
inK
NE
EC
LE
AR
AN
CE
8" minKNEESPAC
E6
'-2
"m
in
T.O
.R
EF
LE
CT
IVE
SU
RF
AC
E
3'-4
"m
ax
B.O
.R
EF
LE
CT
IVE
SU
RF
AC
E
4'-0"
ma
xT
OH
IGH
ES
T
PO
INT
OF
OP
ER
AT
IO
N
36"ma
x
12"
max
40"-42"
33
"-3
6"
T.O
.B
A R
19
"min
7"CLEA
R
6"ma
x
12"
min
36"min
1'-6"
19
"min
H.C. LAVATORY RESTROOM ACCESSORIES H.C. TOILET
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1/2" = 1'-0"1
ENLARGED RESTROOM 104 PLAN 1/2" = 1'-0"
2ENLARGED STAFF ROOM 201, 205 PLAN
1/2" = 1'-0"3
ENLARGED W.C. 206 PLAN
1/2" = 1'-0"4
STANDARD MOUNTING HEIGHTS
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PLACEARCHITECTURE
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sin
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Prk
Boze
man
, M
on
tan
a
1/2" = 1'-0"1
INT-ATRIUM
1/2" = 1'-0"2
RECEPTION 1/2" = 1'-0"
3INT-FIREPLACE
2' - 6" 2' - 6" 2' - 6" 2' - 6"
2' - 6"2' - 6"2' - 6"
2' -
6"
1' -
2"
3"
2' -
3"
4"
3" SLIDENO DRAWER FRONT
4"
2"
2' -
6"
4"
2"
2' -
4"
EQ EQ EQ
AND PANELFOR SUPPORT
1
AD1.2
EQ EQ EQ EQ
4"
6' -
8"
6' - 0"
2' - 8" 2' - 8" 2' - 0" 2' - 0"
2' - 8" 2' - 8"
2' -
6"
4"
2' -
6"
1' -
6"
END PANELFOR SUPPORT
2' -
4"
4 1/4"2' - 6"2' - 6"2' - 6"2' - 6"
3" SLIDENO DRAWER FRONT
3" DRAWER
EQ
EQ
EQ
EQ
EQ
EQ
4"
2' -
6"
3"
6' -
8"
4"
EQ EQ EQ EQ
6' - 0"
ALL CABINETSTO INCLUDEADJUSTABLESHELVES
END PANELFOR SUPPORT
2' -
4"3' - 0"
6' -
8"
4"
3' - 0"
36" CLEARFROM FACEOF COUNTERTO CABINET
4 ADJUSTABLESHELVES
4"
5"
2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 0"
1' -
6"
2' -
6"
EQEQEQ
ALL UPPER CABINETS TOINCLUDE ADJUSTABLE SHELVES
5" SLIDENO DRAWER FRONT
3" DRAWERWITH FRONT
2' - 6" 2' - 6" 2' - 6" 2' - 6"
2"
2' -
6"
4"
NO TOE KICKOR BOTTOMTO CABINETHOLD DOORS3/8" TO 1/2"OFF FLOOR
2' - 6" 2' - 6" 2' - 6" 2' - 6"
2' -
6"
2"4
"4
"
1
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CO
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.)
Sta
diu
m C
ntr
Bu
sin
ess
Prk
Boze
man
, M
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tan
a
1/2" = 1'-0"1
OPERATORY 3 - NORTH 1/2" = 1'-0"
2OPERATORY 3 - WEST
1/2" = 1'-0"3
OPERATORY 3 - SOUTH
1/2" = 1'-0"5
OPERATORY 2 - WEST 1/2" = 1'-0"
6OPERATORY 2 - SOUTH
1/2" = 1'-0"8
MAIN OPERATORY - NORTH 1/2" = 1'-0"
9MAIN OPERATORY - WEST
1/2" = 1'-0"10
MAIN OPERATORY - SOUTH
1/2" = 1'-0"7
MAIN OPERATORY - EAST
1/2" = 1'-0"4
OPERATORY 3 - EAST
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LIC
DON J.McLAUGHLIN
PLACEARCHITECTURE
A
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SED ARC
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O F MO
2' -
6"
4"
1
AD1.2
4"
2' -
6"
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.)
Sta
diu
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ntr
Bu
sin
ess
Prk
Boze
man
, M
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tan
a
1/2" = 1'-0"1
RECOV. 2 - WEST 1/2" = 1'-0"
2RECOV. 2 - SOUTH
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PLACEARCHITECTURE
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A8.5
2
4
A8.5
3"
6' - 0"
3"
1 1/2"
THREADED ENDS FOR ADDINGTENSION TO THE RODS
SECTIONS OF RAILING TO BEPREASSEMBLED AND THENINSTALLED ON SITE. 1/8" MAX.BETWEEN SECTIONSOF RAILING.SEE SHOP DRAWINGS
2ND FLOOR110' - 2"
1"
1 1/8"
3/4
"
1 1/8"
4"
4 1
/16
"4
"4
"
3' -
6"
2"
3 7/8"
1/2"
3°
A9.2
3Sim
WOOD CAP NOTCHEDAROUND MTL. PLT.
1/4" CONT. MTL. PLT.
SCREW MOUNT WD.CAP TO MTL. PLT.
1/2" DIA. HOLE FOR3/8" MTL. ROD TYP.
3/8" MTL. ROD TYP.
1/4" MTL. PLT.
1X4 WD. RISER
COUNTER-SUNK SCREWS INTOSTRUCTURE @ 12" O.C.
4' - 0" 4' - 0"
8' -
0"
3' -
11
3/4
"1
/2"
3' -
11
3/4
"
4' - 0" 4' - 0" 3' - 8 3/8"
1 1/2"
1/2"
1"
1 1
/2"
1/2
"
6
A8.5
7
A8.5
9
A8.5
10
A8.5
8
A8.5
10"1"
1/8
"1
/8"
1/2"2"
1"
7/1
6"
1/8
"
2X10 STRUCTURE W/2X6 FRAMING
5/8" GWB
3/4" PLYWD - FINISH GRADE
2X2 LAY-IN GRIDSYSTEM
4/4X4/4 NOSING
STAINLESS STEEL ACCENT -SATIN FINISH
10"
11
3/4
"
1/8
"1
/8"
1"
1"
2"
1/2"
1/8
"
7/1
6"
1/2" PLYWD -FINISH GRADE
2X12 STRUCTURE W/2X6 FRAMING
3/4" PLYWD -FINISH GRADE
4/4X4/4 NOSING
STAINLESS STEEL ACCENT -SATIN FINISH
1/2"
1/4"
1/4
"
3/4" PLYWD - 96X48 FINISH GRADE
3/4" PLYWD - 96X48 FINISH GRADE
1/2"
1/4
"
3/4" PLYWD - FINISH GRADE 8"
11
3/4
"
10 1/4"
2X10 FRAMING
1/2" PLYWD -FINISH GRADE
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1" = 1'-0"1
INTERIOR RAILING
3" = 1'-0"2
RAILING JOINT 3" = 1'-0"
4INT. RAILING SECT.
3/4" = 1'-0"5
RECEPTION SOFFIT
3" = 1'-0"6
SOFFIT EDGE 1 3" = 1'-0"
7SOFFIT EDGE 2
6" = 1'-0"9
RABBET DTL. 1
6" = 1'-0"10
RABBET DTL. 2 3" = 1'-0"
8SOFFIT EXTENSION
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PLACEARCHITECTURE
A
N
SED ARC
S
OF MO
5 1/2"
3/4
"1
/4"
3/4
"
3/4"
1 3/4"
1ST FLOOR=100'-0"4937' - 2 13/32"
2ND FLOOR110' - 2"
T.O. FOOTING92' - 0 3/4"
T.O. PLATE - 1109' - 1 3/8"
T.O. PLATE - 2118' - 2"
CRAWLSPACE92' - 4 3/4"
B
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3" = 1'-0"2
EXT. WALL SECTION @ O.R.
1/2" = 1'-0"1
FIREPLACE SECTION
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N
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DON J.McLAUGHLIN
PLACEARCHITECTURE
A
N
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S
OF MO
3" = 1'-0"3
EXT. WALL SECTION @ STAIR
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1INT 3D View Reception
2INT 3D View Nurses' Station
3INT 3D View South Atrium
4EXT 3D View S Terrace
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PLACEARCHITECTURE
A
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SED ARC
S
OF MO
STONE
MOISTURE PROOF BARRIEROVER SHEATHING
ANCHOR STONE TOSHEATHING EVERY 2 SQ. FT.
CONT. CELLVENT @ FLASHING
THRU-WALL FLASHING
WEEP VENT
1/4" FLASHING DRIP-EDGE
SEALENT
1" MIN. AIR GAP
COMPACTED SUB-BASE
SHEATHING
2X6 WOOD FRAME WALL
GWB
LAP MOISTURE PROOF BARRIEROVER FLASHING
BATT INSUL.
FLASHING MIN 12" VERT.ABOVE FINISH GRADE
4X2 WOOD FURRINGTREATED WD SILL PLATE
SILL SEALER
ANCHOR BOLT @ 16" O.C.
RIGID FOAM INSULATIONCONC. FND WALL
1ST FLOOR=100'-0"4937' - 2 13/32"
STONE
MOISTURE PROOF BARRIEROVER SHEATHING
ANCHOR STONE TOSHEATHING EVERY 2 SQ. FT.
CONT. CELLVENT @ FLASHING
THRU-WALL FLASHING
WEEP VENT
1/4" FLASHING DRIP-EDGESEALENT
1" MIN. AIR GAP
4" CONC. SLAB
6" GRAVEL BASE
COMPACTED SUB-BASE
BITUMINOUS JOINT FILLER
SHEATHING
2X6 WD FRAME WALL
BATT INSUL.
GWB
SOLE PLATE
SUB-FLOOR
I-JOISTS - SEE STRUCTURAL
HANGERS -SEE STRUCTURAL
BATT INSUL.
TREATED WD SILL PLATE
SILL SEALER
ANCHOR BOLT @ 16" O.C.CONC. FND WALL
3" L.W. CONC.TOPPING SLAB
LEDGER - SEE STRUCTURAL
1ST FLOOR=100'-0"4937' - 2 13/32"
STUCCOSEFL-FURRING METAL
LATHMOISTURE PROOF BARRIER
OVER SHEATHING SOLE PLATE
SUB-FLOOR
I-JOIST - SEE STRUCTURAL
TOP FLANGE HANGER -SEE STRUCTURAL
BATT INSUL.
GWB
BATT INSUL.
2X6 WD FRAME WALL
ANCHOR BOLT @ 16" O.C.
CONC. FND WALL
SHEATHING
LAP BARRIER OVERFLASHING
FOUNDATION WEEP SCREED
SHT MTL FLASHING
SEALENT
COMPACTED SUB-BASE
TREATED WD SILL PLATE
SILL SEALENT
3" L.W. CONC. TOPPING SLAB
2 1/2"
1ST FLOOR=100'-0"4937' - 2 13/32"
STUCCOSEFL-FURRING METAL
LATHMOISTURE PROOF BARRIER
OVER SHEATHING SOLE PLATE
SUB-FLOOR
I-JOIST - SEE STRUCTURAL
BATT INSUL.
GWB
BATT INSUL.
2X6 WD FRAME WALL
ANCHOR BOLT @ 16" O.C.
CONC. FND WALL
SHEATHING
LAP BARRIER OVERFLASHING
FOUNDATION WEEP SCREED
SHT MTL FLASHING
SEALENT
TREATED WD SILL PLATE
SILL SEALENT
LVL RIM JOIST -SEE STRUCTURAL
3" L.W. CONC. TOPPING SLAB
2X BLOCKING/NAILER
6"
- (8
" M
AX
.)
1ST FLOOR=100'-0"4937' - 2 13/32"
T.O. CMUVARIES
4"
MIN
1" MIN. AIR SPACE
STONE
MOISTURE PROOF BARRIEROVER SHEATHING
ANCHOR STONE TOSHEATHING EVERY 2 SQ. FT.
WEEP VENT
SHEATHING
2X6 WD FRAME WALL
BATT INSUL.
GWB
SOLE PLATE
SUB-FLOOR
I-JOISTS - SEE STRUCTURAL
BATT INSUL.
TREATED WD SILL PLATE
SILL SEALER
ANCHOR BOLT @ 16" O.C.
CONC. FND WALL
CELL VENTS CONTINUOUS @BOTTOM COURSE OF STONE
ANCHOR STONE TO CONC.EVERY 2 SQ. FT. MIN.
6" CMUANCHOR CMU TO CONC.
EVERY 2 SQ. FT. MIN.
LVL RIM JOIST -SEE STRUCTURAL
LAP MOISTURE PROOFBARRIER OVER
DAMPPROOFING MIN. 6"
DAMPPROOFING
2X BLOCKING/NAILER
3" L.W. CONC. TOPPING SLAB
1ST FLOOR=100'-0"4937' - 2 13/32"
T.O. CMUVARIES
4"
MIN
STONE
MOISTURE PROOF BARRIEROVER SHEATHING
ANCHOR STONE TOSHEATHING EVERY 2 SQ. FT.
WEEP VENT
SHEATHING
2X6 WD FRAME WALL
BATT INSUL.
GWB
SOLE PLATE
ANCHOR BOLT @ 16" O.C.
CONC. FND WALL
CELL VENTS CONTINUOUS @BOTTOM COURSE OF STONE
ANCHOR STONE TO CONC.EVERY 2 SQ. FT. MIN.
6" CMUANCHOR CMU TO CONC.
EVERY 2 SQ. FT. MIN.
LAP MOISTURE PROOFBARRIER OVER
DAMPPROOFING MIN. 6"
DAMPPROOFING
SLAB - PER STRUCTURAL
TREATED WD SILL PLATE
1" MIN. AIR SPACE
1ST FLOOR=100'-0"4937' - 2 13/32"
STUCCOSEFL-FURRING METAL
LATHMOISTURE PROOF BARRIER
OVER SHEATHING SOLE PLATE
SUB-FLOOR
I-JOIST - SEE STRUCTURAL
TOP FLANGE HANGER -SEE STRUCTURAL
BATT INSUL.
GWB
BATT INSUL.
2X6 WD FRAME WALL
ANCHOR BOLT @ 16" O.C.
CONC. FND WALL
SHEATHING
LAP BARRIER OVERFLASHING
FOUNDATION WEEP SCREED
SHT MTL FLASHING
SEALENT
COMPACTED SUB-BASE
TREATED WD SILL PLATE
SILL SEALENT
2X BLOCKING/NAILER
3" L.W. CONC. TOPPING SLAB
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1 1/2" = 1'-0"1
T.O. FND WALL @ STAIR TOWER 1 1/2" = 1'-0"
4T.O. FND WALL @ ENTRY
1 1/2" = 1'-0"5
T.O. FND WALL @ STUCCO ON WEST
1 1/2" = 1'-0"6
T.O. FND WALL @ STUCCO ON EAST 1 1/2" = 1'-0"
3T.O. FND WALL @ LOBBY EAST
1 1/2" = 1'-0"7
T.O. FND WALL @ FIREPLACE
1 1/2" = 1'-0"2
T.O. FND WALL @ STUCCO ON NORTH
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PLACEARCHITECTURE
A
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OF MO
T.O. 2NDFLOOR110'-2"
T.O. BENCHA.F.F.2'-0"
T.O. GUARDRAILA.F.F3'-6"
4"
TY
P.
3/8" MTL. ROD, TYP.
MTL. "J" STYLECONTROL JOINT
MTL. "J" STYLE CONTROL JOINT
3"
1 1/2"
MA
X.
T.O. 2NDFLOOR110'-2"
T.O. GUARDRAILA.F.F.3'-6"
3/8" MTL. ROD, TYP.
MTL. ACCENTCHANNEL
4"
TY
P.
MA
X.
WOOD CAP NOTCHEDAROUND MTL. PLT.
1/4" CONT. MTL. PLT.
SCREW MOUNT WD.CAP TO MTL. PLT.
1/2" DIA. HOLE FOR3/8" MTL.ROD, TYP.
1" TO CENTERLINE
1/2" MTL. PARAPET CAP/BENCH
SEALENT AND BACKER ROD
CASING BEAD
STUCCO
SELF-FURRING MTL. LATH
WEEP SCREED
SHT. MTL. FLASHING
SEALENT AND BACKER ROD
STUCCO
2X6 WD. FRAME WALL
3"
2"
1"
A9.2
4
A9.2
3
4 5/8"
3"
EQ EQ
1"
4"
1/2"
2"1/2"
1/4
"3
/4"
1"
WD. RAIL CAP
CONT. MTL. PLT.
SCREW FASTNEREVERY 18 INCHES
3/8"STEEL ROD
UPRIGHT (BEYOND)
1/8:12
1' - 0"
1"
MTL. PARAPET CAP/BENCH
SEALENT AND BACKER ROD
SHEATHING
STEEL TURNDOWN STRAPS@ 24"O.C., SECURED WITHSCREWS INTO SHEATHING
STUCCO
CASING BEAD
SELF-FURRING MTL. LATH
1 3/4"1 3/4"
6"
1 1
/2"
3 1/2"
3"
1' - 4" O.C.
1 5/8"
I-JOIST - SEE STRUCTURAL
RIM JOIST OR HEADER
1/2" SHEATHING
BITUMINOUS MEMBRANE
3 3/8" 3 3/8"
1/4" GAP MAX.
(3) 1/2" THRU-BOLTS
3" x 6" x 1/4" STL. ANGLE
UPRIGHT
SHT. MTL. FLASHING (BEYOND)
1 1
/2"
10
"
2"
3"
3"
2"
1 1
/8"
3" 3" 3"
1 1/4" 1 1/4"1 5/8" 1 5/8"
1/8" GAP MAX.
1/4" GAP MAX.
MTL. "J" STYLE CONTROLJOINT
UPRIGHT
4" SHT. MTL. LAP FLASHING
CONT. SHT. MTL. FLASHING
6" x 3" x 1/4" MTL. ANGLE
MTL. ACCENT CHANNEL
CONT. SHT. MTL. FLASHING
(3) 1/2" THRU-BOLTS
10
"
1 1
/2"
1 1
/8"
2"
3"
3"
2"
1 1/2" 1 1/2"
3"
3"
2 3
/4"
SHT. MTL. FLASHING
BITUMINOUS MEMBRANE
(3) 1/2" THRU-BOLTS
RIM JOIST OR HEADER
UPRIGHT
3" x 6" x 1/4" MTL. ANGLE
SHT. MTL. FLASHINGW/ 1/4" DRIP EDGE
SEALENT
WOOD CAP NOTCHEDAROUND MTL. PLT.
1/4" CONT. MTL. PLT.
SCREW MOUNT WD.CAP TO MTL. PLT.
1/2" DIA. HOLE FOR3/8" MTL.ROD, TYP.
PLWD. ROOF DECK
STUCTURAL HEADER -SEE STRUCTURAL
SHEATING
SEALENT
SHT. MTL. FLASHING
STOREFRONT WINDOW SYSTEM
1" TO CENTERLINE
TOP PLT.
3"
2"
1"
A9.2
3Sim
4 5/8"
6"
1 1
/2"
I-JOIST - SEE STRUCTURAL
RIM JOIST OR HEADER
1/2" SHEATHING
BITUMINOUS MEMBRANE
STEEL ACCENT CHANNEL
6" x 10" x 1/4" STEEL PLT.WELDED TO CHANNEL
STEEL UPRIGHT
(2) 1/2" BOLTS WELDED TOBACK OF CHANNEL @ 36" O.C.
10
"
1 1
/2"
2"
3"
3"
2"
1 1
/8"
UPRIGHT
10" x6" x 1/4" STEEL PLT.WELDED TO CHANNEL
STEEL ACCENT CHANNEL
CONT. SHT. MTL. FLASHING
3 1
/8"
6"
2 3
/4"
10
"1
1/2
"
1 1
/8"
2"
3"
3"
2"
1 1/2"
CONT. SHT. MTL. FLASHING
BITUMINOUS MEMBRANE
(2)1/2" BOLTS WELDEDTO BACK OF CHANNEL @ 36"O.C.
UPRIGHT
10" x 6" x 1/4" MTL. PLT.WELDED TO CHANNELMTL. ACCENT CHANNEL
SEALENT
CONT. SHT. MTL. FLASHINGW/ 1/4" DRIP EDGE
1' - 0"
1"
3"
1 5/8"
3/4
"
1 1
/2"
1/8:12
MTL. PARAPET CAP/BENCH
STEEL TURNDOWNSTRAPS @ 24"O.C.
WELDED TO CAP
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1 1/2" = 1'-0"1
ELEVATION/SECTION DECK RAILING @ BREAK
1 1/2" = 1'-0"2
ELEVATION/SECTION DECK RAILING @ SUPPORT
6" = 1'-0"3
GUARDRAIL DETAIL
3" = 1'-0"4
PARAPET BENCH DETAIL
3" = 1'-0"5
PLAN/ELEV./SECT. @ BREAK 3" = 1'-0"
6PLAN/ELEV./SECT. @ SUPPORT
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DON J.McLAUGHLIN
PLACEARCHITECTURE
A
N
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S
OF MO
1ST FLOOR=100'-0"4937' - 2 13/32"
2ND FLOOR110' - 2"
T.O. FND WALL99' - 6 3/4"
A9.3
7
A9.4
4 A9.4
1
A9.3
9
A9.3
12
TYP.
BALLAST OVER EPDMOVER 3/4"PLWD OVER
2X6 RAFTERS OVERT7G
4X4 TREATED TIMBER
PREFABRICATED STEELCONNECTOR -POWDER COAT
TO MATCH RAILING (TYP.)
5 1/8"X9 1/2" GLULAM
12"X12" CONCRETE FOUNDATIONAND FOOTING -
SEE STRUCTURAL
DECORATIVE STONE BASE
(4) 6X6 TREATED TIMBER
4" SLAB W/ 6" TURNDOWN
1ST FLOOR=100'-0"4937' - 2 13/32"
2ND FLOOR110' - 2"
T.O. FND WALL99' - 6 3/4"
A9.3
2
A9.4
10
A9.4
7
TYP.
BALLAST OVER EPDMOVER 3/4"PLWD OVER
2X6 RAFTERS OVERT7G
4X4 TREATED TIMBER
PREFABRICATED STEELCONNECTOR -POWDER COAT
TO MATCH RAILING (TYP.)
5 1/8"X9 1/2" GLULAM
12"X12" CONCRETE FOUNDATIONAND FOOTING -
SEE STRUCTURAL
DECORATIVE STONE BASE
4" SLAB W/ 6" TURNDOWN
(4) 6X6 TREATED TIMBER
3
A9.3
3 7
/8" 3
/8"
6"
1 1
/2"
2 1
/2"
2"
7/8
"
1 3/4" 1 3/4"
9"
3"3 1/2"3"
4
A9.3
2 9/16"3/8"
6 1/8"3/8"
2 9/16"
3 7
/8"
3/8
"1
1/2
"
9"
3/8
"
3/8"3/8"
1 1
/4"
3"
3 1
/2"
3"
1 1
/4"
1 1
/2"
1 1
/2"
5 1
/2"
1"
5 1
/2"
1' -
1 1
/2"
3/8
"3
/8"
3/8
"3
/8"2 9/16"3/8"6 1/8"3/8"2 9/16"
3/8"3/8" 3/8" 3/8"
1' - 1 1/2"
5 1/2"1"5 1/2"
8
A9.3
1 13/16"1 13/16"1 13/16"
9 9/
16"
1' -
0 9/
16"
6 3/
16"
2 9/
16"
2"
1 1/2"
1 1/2"
3"
3/8"
4"
4 1/2"
45°
5
A9.3
2 1/16"
3/8"
2 1/16"
5 1/2"3/8"
1/4"
3/8"5 1/2"
10
A9.3
6 3
/8"
1 3
/8"
3 1
/2"
1 1
/2"
2 1/4"1 1/2"
6"1 1/2"
2 1/4"
1' - 1 1/2"
3/8"1' - 0 3/4"
3/8"1 5/8"3"3 1/2"3"1 5/8"
1 1/2"1 1/2" 1 1/2"1 1/2"
3/8
"1
1/2
"
2 1
/2"
2"
11
A9.3
3/8"5 1/8"
3/8"
3 1
/2"
1 3
/8"
6 3
/8"
3/8"3/8"
2 9/16"
3/8"
6 1/8"
3/8"
2 9/16"
3/8"3/8"
1' - 1 1/2"
1' -
1 1
/2"
3 15/16"1/4"
5 1/8"1/4"
3 15/16"
2 1
/4"
9"
2 1
/4"
1 1
/2"
6"
1 1
/2"
13
A9.3
6 3
/8"
1 3
/8"
3 1
/2"
1 1
/2"
9"
1 1/2"6"1 1/2"
4 3/
4"3
7/8"
1 7/
8"
2"4 1/2"
3/4"
3"
3/4"
1 1/2"
1 1/2"
45°
6 3
/8"
1 3
/8"
3 1
/2"
1 1
/2"
2 7/16"3/8"
1/4"3/8"2 7/16"
4 1/2"
2 1/16" 2 1/16"
5 7/8"
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801
pla
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om
(406)5
86 0
033
DATE:
SHEET NO.
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4
0429
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1/2" = 1'-0"1
CANOPY BRACE 1 & 2 1/2" = 1'-0"
6CANOPY BRACE 3
3" = 1'-0"2
COLUMN BASE
3" = 1'-0"3
COLUMN BASE - SECTION
3" = 1'-0"4
COLUMN BASE - PLAN 3" = 1'-0"
7STRUT BASE
3" = 1'-0"8
STRUT BASE - ELEV. 3" = 1'-0"
5STRUT BASE - PLAN
3" = 1'-0"9
COLUMN CAP @ BRACE 1
3" = 1'-0"10
COLUMN CAP @ BRACE 1 - SEC.
3" = 1'-0"11
COLUMN CAP @ BRACE 1 - PLAN
3" = 1'-0"12
STRUT CAP @ BRACE 1
3" = 1'-0"13
STRUT CAP @ BRACE 1 - ELEV.
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TA
#680MONTANE
N
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DON J.McLAUGHLIN
PLACEARCHITECTURE
A
N
SED ARC
S
OF MO
2
A9.4
3/8"1' - 0 11/16"3/8"
1 1/2"9 11/16"1 1/2"
6 3
/8"
1 3
/8"
3 1
/2"
1 1
/2"
3/8"1' - 0 3/4"3/8"
1 5/8"3"3 1/2"3"1 5/8"
1 1/2"1 1/2" 1 1/2"1 1/2"
1 1
/2"
2"
2 1
/2"
6"
3
A9.4
6 3
/8"
1 1
/2"
3 1
/2"
1 3
/8"
3 13/16"
1' - 1 1/2"
3/8"
3/8"
2 9/16"
3/8"
6 1/8"
3/8"
2 9/16"
3/8"
3/8"
1' - 1 1/2"
1' -
1 1
/2"
2 3/8"1 1/2"
3 13/16"3/8"
5 1/8"3/8"
3 13/16"
2 3
/8"
1 1
/2"
1 1
/2"1
3/8
"
3/8
"5
1/8
"3
/8"
4 3
/16
"3
5/1
6"
3/8
"1
1/2
"9
11
/16
"1
1/2
"3
/8"
100°
5
A9.4
6 3
/8"
1 1
/2"
3 1
/2"
1 3
/8"
1 1/2"1 3/8"3/8"
5 1/8"3/8"
2 7/8"5 7/8"
4 5/16"
1 7/8"
2"
3 7/8"
3/4"
3"
3/4"
1 1/
2"1
1/2"
135°
6
A9.4
1 3
/8"
3 1
/2"
1 1
/2"
6 3
/8"
1 1/2"8 5/8"1 1/2"
11 5/8"
5 5/16"3/8"
1/4"
3/8"5 5/16"
4 1/2"
2 1/16" 2 1/16"
3/8
"1
3/8
"1
1/2
"
5 7
/8"
2 7
/8"
3/8
"
1 7/16" 8 3/4" 1 7/16"
11 5/8"
3/8"1 7/16"1 7/16"
2 7/8"5 7/8"2 7/8"
1 7/16"1 7/16"3/8"
8
A9.4
1 3
/8"
3 1
/2"
1 1
/2"
6 3
/8"
6"
1 1
/2"
2 1
/2"
2"
1 1
/2"
3/8"
3/8"
1 1/4"3"3 1/2"3"1 1/4"
3/8"
3/8"
1 1/2"1 1/2" 1 1/2"1 1/2"
9
A9.4
3/8"
3/8"
2 9/16"
3/8"
6 1/8"
3/8"
2 9/16"
3/8"
3/8"
3/8
"
1' -
1 1
/2"
5 7
/8"
1 1/2"
6"
1 1/2"
3 1
/16
"3
1/1
6"
1 13/16"1 13/16"
10°
11
A9.4
135°
3/8"5 1/8"3/8"
5 7/8"
1 3
/8"
3 1
/2"
1 1
/2"
6 3
/8"
4 3/4"
1 1/2"
2"
3 1/2"
3/4"
3"
3/4"
1 1/
2"1
1/2"
6 3
/8"
1 3
/8"
3 1
/2"
1 1
/2"
9"
1 1/2" 1 1/2"
4"3/8"
1/4"
3/8"4"
1 9/16"
3/8"
1 9/16"
4 1/2"
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C H
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Fax:(
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85 8
801
pla
ce@
pla
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om
(406)5
86 0
033
DATE:
SHEET NO.
CA
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A9.4
0429
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01/1
4/0
5
0429
BR
IAN
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EN
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RG
ED
DE
TA
ILS
- C
AN
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Y (
CO
NT
.)
Sta
diu
m C
ntr
Bu
sin
ess
Prk
Boze
man
, M
on
tan
a
3" = 1'-0"1
COLUMN CAP @ BRACE 2
3" = 1'-0"2
COLUMN CAP @ BRACE 2 - SEC.
3" = 1'-0"3
COLUMN CAP @ BRACE 2 - PLAN
3" = 1'-0"4
STRUT CAP @ BRACE 2
3" = 1'-0"5
STRUT CAP @ BRACE 2 - ELEV.
3" = 1'-0"6
STRUT CAP @ BRACE 2 - PLAN
3" = 1'-0"7
COLUMN CAP @ BRACE 3
3" = 1'-0"8
COLUMN CAP @ BRACE 3 - SEC.
3" = 1'-0"9
COLUMN CAP @ BRACE 3 - PLAN
3" = 1'-0"10
STRUT CAP @ BRACE 3
3" = 1'-0"11
STRUT CAP @ BRACE 3 - ELEV.
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NA
I T
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B O Z E M ATE
TA
#680MONTANE
N
LIC
DON J.McLAUGHLIN
PLACEARCHITECTURE
A
N
SED ARC
S
OF MO
T.O. PLATE - 2118' - 2"
ASPHALT SHINGLES
30# FELT BUILDING PAPER
1' - 0" MIN. EPDM LAP
MTL. VALLEY FLASHING
EPDM MEMBRANE ADHERED
TAPERED INSUL. @ 1/4:12
5/8" PLYWD SHEATHING
ATTIC TRUSS
5 1/4"X9 1/2" GLULAM
5/8"GWB
5 1/2" COREBOND (R33 MIN.)
2X6 RAFTERS W/ VAPOR BARRIER
5 1/2" COREBOND (R33 MIN.)
T.O. PLATE - 2118' - 2"
5 1/2" COREBOND (R33 MIN.)
2X6 RAFTERS W/ VAPOR BARRIER
3/4"PLYWD SHEATHING
RIGID INSUL. @ 1/4:12
EPDM MEMBRANE ADHERED
CEDAR SHINGLES
T&G
1X FASCIA
MTL DRIP EDGE
ASPHALT SHINGLES
30# FELT BUILDING PAPER
5/8" PLYWD SHEATHING
2X6 DAUGHTERED RAFTER TAILS
ATTIC TRUSS
5 1/2" COREBOND (R33 MIN.)
T.O. PLATE - 2118' - 2"
11 1/2"MTL. DRIP EDGE
1X FASCIA T&G
ASPHALT SHINGLES
30# FELT BUILDING PAPER
2X6 RAFTERS W/VAPOR BARRIER
5 1/2" COREBOND (R33MIN.)
5/8" GWB
1/2" PLYWD SHEATING
5/8"PLYWD SHEATHING
FELT BIULDING PAPER
CEDAR SINGLES
BATT INSUL. ( R19 MIN.)
2X6 FRAME WALL
2X6 DAUGHTERED RAFTER TAIL
T.O. PLATE - 2118' - 2"
11 1/2"
MTL. DRIP EDGE
1X FASCIA
T&G
MTL. FLASHING/TRIM
SEALENT AND BACKER ROD
WINDOW FRAME
RETURN GWB TOWINDOW FRAME
SHIM
5/8"GWB
CAULK
ASPHALT SHINGLES
30# FELT BUILDING PAPER
5/8" PLYWD SHEATHING
2X6 DAUGHTERED RAFTER TAIL
2X6 RAFTERS W/ VAPOR BARRIER
5 1/2" COREBOND (R33 MIN.)
T.O. PLATE - 2118' - 2"
EPDM MEMBRANEADHERED
RIGID INSUL. @ 1/4:12
FELT BUILDING PAPERLAP OVER EPDM MEMBRANE 4" MIN.
CEDAR SHINGLES
1/2" PLYWD SHEATHING
3/4" PLYWD SHEATHING
5 1/2" COREBOND (R33 MIN.)
5/8" GWB
2X6 RAFTERS W/ VAPOR BARRIER
T.O. PLATE - 2118' - 2"
EPDM MEMBRANE ADHERED
TAPERED INDUL. @ 1/4:12
MTL DRIP EDGE
3/4" PLYWD SHEATHING
T&G
1X FASCIA
HSS 5X4X.25
RIGID INSULATION
STOREFRONT SYSTEM
5 1/2" COREBOND (R33 MIN.)
5/8" GWB
2X6 RAFTERS W/ VAPOR BARRIER
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A R
C H
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118 E
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Fax:(
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om
(406)5
86 0
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DATE:
SHEET NO.
CA
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OF
Sta
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Bu
sin
ess
Prk
Boze
man
, M
on
tan
a
3" = 1'-0"5
ROOF DEATIL 5
3" = 1'-0"4
ROOF DETAIL 4
3" = 1'-0"1
ROOF DETAIL 1
3" = 1'-0"2
ROOF DETAIL 2 3" = 1'-0"
6ROOF DETAIL 6
3" = 1'-0"3
ROOF DETAIL 3
T
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NA
I T
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B O Z E M ATE
TA
#680MONTANE
N
LIC
DON J.McLAUGHLIN
PLACEARCHITECTURE
A
N
SED ARC
S
OF MO
2ND FLOOR110' - 2"
3
STOREFRONT SYSTEM
GWB - RETURN TO STOREFRONTFRAME
W10X12 - SEE STRUCTURAL
BLOCKING AROUND STEEL MEMBER
STOREFRONT SYSTEM
2X8 RAFTERS W/ VAPOR BARRIER
COREBOND (R33 MIN.)
GWB
3/4"PLYWD SHEATING
RIGID INSUL. @1/8:12
EPDM MEMBRANE UNDER BALLAST
BALLAST - 1 1/2" TO 2"
1/2" PLYWD SHEATHING
MTL SILL FLASHING
2X6 SILL
2ND FLOOR110' - 2"
STEEL CHANNEL
1/2" PLYWD SHEATHING
W8X15 - SEE STRUCTURAL
BLOCKING AROUND STEEL MEMBER
2X6 HEADER
SHIM
STOREFRONT SYSTEM
BALLAST - 1 1/2" TO 2"
EPDM MEMBRANE
RIGID INSUL. @ 1/8:12
3/4" PLYWD SHEATHING
2X8 RAFTERS W/ VAPOR BARRIER
2ND FLOOR110' - 2"
ASPHALT SHINGLES
30# FELT BUILDING PAPER
5/8" PLYWD SHEATHING
MTL. FLASHING AND DRIP EDGE
SEALENT AND BACKER ROD
CASING BEAD1/2" PLYWD SHEATHINGBUILDING PAPER -LAP BEHIND CASINGBEADSELF-FURRING LATHCEMENT PLASTERWEEP SCREEDEPDM UNDER BALLASTBALLAST - 1 1/2" TO 2"
RIGID INSUL. @1/8:123/4" PLYWD SHEATHING
2X8 RAFTERS W/VAPOR BARRIERCOREBOND (R33 MIN.)
5/8" GWB
STOREFRONT SYSTEM
3X6 RAFTERS
T&G
CASING BEAD
1/2" PLYWD SHEATHING
2X6 FRAMING
BUILDING PAPER
SELF-FURRING LATH
5 1/8"X9 1/2" GLULAM - SEE STRUCTURAL
CEMENT PLASTER
2ND FLOOR110' - 2"
STOREFRONT SYSTEM
MTL. SILL FLASHING
1/2" PLWD SHEATHING
EPDM MEMBRANE UNDER BALLAST
BALLAST - 1 1/2" TO 2"
W10X12 - SEE STRUCTURAL
BLOCKING AROUND STEEL MEMBER
RIGID INSUL. @ 1/8:12
3/4" PLYWD SHEATHING
2X8 RAFTERS W/ VAPOR BARRIER
COREBOND (R33 MIN.)
2ND FLOOR110' - 2"
T.O. PLATE - 1109' - 1 3/8"
STOREFRONT SYSTEM
3/4" PLYWD DECKING
5 1/8"X16" GLULAM - SEE STRUCTURAL
TREATED 1X SPACER
2" PRECAST PAVER AS BALLAST
3/4" PLYWD SHEATHING
MTL. FLASHING
EPDM MEMBRANE UNDER BALLAST
COREBOND (R33 MIN.)
LAY-IN GRID CEILING
THRESHOLD
2ND FLOOR110' - 2"
STOREFRONT SYSTEM
5/8" GWB
2X6 SILL
2X6 HEADER
5 1/8"X9 1/2" GLULAM -SEE STRUCTURAL
STOREFRONT SYSTEM
MTL. SILL FLASHING1/2"PLYWD SHEATHING
BALLAST - 1 1/2" TO 2"
EPDM MEMBRANE
RIGID INSUL. @ 1/8:12
3/4" PLYWD SHEATHING2X8 RAFTERS
T&G
MTL. FLASHING & DRIP EDGE
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118 E
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Fax:(
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DATE:
SHEET NO.
CA
D:
DR
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N:
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K'D
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IAN
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RG
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TA
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- L
OW
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RO
OF
Sta
diu
m C
ntr
Bu
sin
ess
Prk
Boze
man
, M
on
tan
a
3" = 1'-0"1
ROOF DETAIL 7
3" = 1'-0"2
ROOF DETAIL 8
3" = 1'-0"3
ROOF DETAIL 9
3" = 1'-0"4
ROOF DETAIL 10 3" = 1'-0"
6ROOF DETAIL 12
3" = 1'-0"5
ROOF DETAIL 11
T
A
N
NA
I T
H
EC
T
B O Z E M ATE
TA
#680MONTANE
N
LIC
DON J.McLAUGHLIN
PLACEARCHITECTURE
A
N
SED ARC
S
OF MO
2ND FLOOR110' - 2"
T.O. PLATE - 1109' - 1 3/8"
ACCENT CHANNEL
BALLAST - 1 1/2" TO2"
RIGID INSUL. @ 1/8:12
3/4" PLYWD SHEATHING
2X8 RAFTERS
T&G
STOREFRONT SYSTEM
MTL. FLASHING
2ND FLOOR110' - 2"
T.O. PLATE - 1109' - 1 3/8"
2X6 FRAMING
BATT INSUL. (R19 MIN.)
1/2" PLYWD SHEATHING
BUILDING PAPER - LAP OVER FLASHING
CEDAR SHINGLES
MTL. FLASHING - LAP OVER EPDM
EPDM MEMBRANE
BALLAST - 1 1/2" TO 2"
RIGID INSUL. @ 1/8:12
3/4" PLYWD SHEATHING
5 1/8"X11 7/8"GLULAM -SEE STRUCTURAL2X8 RAFTERS
COREBOND (R33 MIN.)
2ND FLOOR110' - 2"
T.O. PLATE - 1109' - 1 3/8"
STOREFRONT SYSTEM
MTL. FLASHING & DRIP EDGE
1/2" PLYWD SHEATHING
2X2 BLOCKING
TREATED 1X SPACER
2" PRECAST PAVER AS BALLASTEPDM MEMBRANE
RIGID INSUL. @1/8:12
3/4" PLYWD SHEATHING
11 7/8" JOISTS @ 16"O.C.
BATT INSUL. (R33 MIN.)
2" PRECAST PAVER AS BALLAST
EPDM MEMBRANE,UNDERSPACER, UNDERMTL. CHANNEL, OVERBUILDING PAPERTREATED 1X SPACER
MTL. ACCENT CHANNEL -SEE STRUCTURAL FOR CONNECTION
2X6 FRAMING
BATT INSULATION (R19 MIN. )
1/2" PLYWD SHEATHING
FELT BUILDING PAPER
SEALANT
CASING BEAD
SELF-FURRING LATH
CEMENT PLASTER
RIGID INSUL. @ 1/8:12
3/4" PLYWD SHEATHING
2X FRAMING -SEE STRUCTURAL
COREBOND (R33 MIN.)
5/8" GWB
2X2 LAY-IN GRID CEILING
STOREFRONT SYSTEM
3/4" PLYWOOD DECKING
MTL. SILL FLASHING
1/2" PLYWD SHEATHINGBALLAST - 1 1/2" TO 2"
EPDM UNDER BALLAST
RIGID INSUL. @ 1/8:12
3/4" PLYWD SHEATHING
COREBOND (R33 MIN.)2X8 RAFTERS
5 1/8"X11 7/8" GLULAM - SEE STRUCTURAL
2X6 FRAMING
5/8" GWB
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Bozem
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c o
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i g
n
A R
C H
I T
E C
T U
R E
118 E
. M
ain
Fax:(
406)5
85 8
801
pla
ce@
pla
cearc
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om
(406)5
86 0
033
DATE:
SHEET NO.
CA
D:
DR
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N:
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K'D
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RG
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TA
ILS
- L
OW
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RO
OF
(C
ON
T.)
Sta
diu
m C
ntr
Bu
sin
ess
Prk
Boze
man
, M
on
tan
a
3" = 1'-0"1
ROOF DETAIL 13 3" = 1'-0"
3ROOF DETAIL 15
3" = 1'-0"4
ROOF DETAIL 16 3" = 1'-0"
2ROOF DETAIL 14
3" = 1'-0"5
ROOF DETAIL 17
T
A
N
NA
I T
H
EC
T
B O Z E M ATE
TA
#680MONTANE
N
LIC
DON J.McLAUGHLIN
PLACEARCHITECTURE
A
N
SED ARC
S
OF MO
5' - 6 1/2" R.O.
10' -
2"
R.O
.
2' -
0"
6' -
0"
2' -
2"
T
T
T
1A10.2
T
T
2A10.2
3A10.2
5A10.2
13A10.2
8A10.3
9' -
11 3
/4"
R.O
.
11' - 6" R.O.
5' - 0" 6' - 3 1/2"
2' -
0"
8' -
2"
T
T
6A10.2
7A10.2
8A10.2
1A10.2
Sim
14A10.2
9' -
1 1
/4"
R.O
.
1' -
2"
7' -
11 1
/4"
4' - 6" R.O.
4' - 1"
T
3A10.3
19' - 1 7/8" R.O.7 1/2"
3' - 0" 6' - 2" 5" 5' - 8 7/8" 3' - 0"
T T
15A10.2
1A10.3
13A10.2
Sim
7' -
7"
R.O
.
5' - 5 1/4" R.O.
7 1/2"
T4A10.3
11A10.4
1' -
11 1
/4"
2' -
0"
2' -
0"
2' -
0"
S
S
S
S
T
T
2' -
0 1
/4"
7' -
4 1
/4"
9"
7' -
1 3
/4"
3' - 0"
5" 3' - 7 1/2" 7' - 0" 3' - 2 3/4" 5"
21' - 1 1/4" R.O.
3' - 2 1/2"14' - 8 1/4"3' - 2 1/2"
9' -
4 1
/2"
R.O
.
T T
T T
9A10.2
10A10.2
12A10.2
5A10.3
13' - 11 1/2" R.O.
10' -
0 1
/2"
R.O
.
2' -
0"
6' -
0"
2' -
0 1
/2"
3' - 5 1/2" 3' - 6" 3' - 6" 3' - 6"
13A10.2
Sim
8A10.2
Sim
6A10.3
7A10.3
8' -
0"
R.O
.
6' -
0"
2' -
0"
6' - 10 3/4" R.O.
5' - 0 1/2"1 1/2"
1' - 8 3/4"
8A10.3
2A10.2
Sim
9A10.3
10A10.3
10' - 4 1/4" R.O.
2' - 7 1/2" 7' - 8 3/4"
2' -
0"
4' -
0"
2' -
0"
8A10.3
Sim
4' -
0"
4' -
0"
R.O
.
3' - 0" R.O.
17A10.3
6A10.3
Sim
4A10.2
9' -
0"
R.O
.
6' -
0"
3' -
0"
17' - 6" R.O.
4' - 1 1/2" 9' - 3" 4' - 1 1/2"
S S S
11A10.3
12A10.3
13A10.3
14A10.36
A10.3
Sim6
A10.3
Sim
1
AD1.2
9' -
0"
R.O
.
3' -
0"
6' -
0"
24' - 0" R.O.
4' - 0 5/8"2' - 7 1/2"10' - 7 3/4"2' - 7 1/2"4' - 0 5/8"
S S S S S13A10.3
Sim13
A10.3
Sim
14A10.3
Sim
12A10.3
Sim
6A10.3
Sim6
A10.3
Sim
9' -
0"
R.O
.
6' -
0"
3' -
0"
15' - 11 1/2" R.O.
2' - 7 15/16" 5' - 1 5/16" 5" 5' - 1 5/16" 2' - 7 15/16"
S
S S S S
ST T
15A10.3
14A10.3
Sim
16A10.3
6A10.3
Sim
1
AD1.2
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DOOR SCHEDULE
NUMBER WD HT.
PANELTYPE MAT'L
GLAZING
HARDWARE
FRAME
TYPE
FRAME
MAT'LRATIN
G REMARKS
001 3' - 0" 6' - 0" D STEEL 006 6 STEEL
002 3' - 0" 6' - 8" D STEEL 006 6 STEEL
003 5' - 8" 6' - 8" D,VENTED STEEL 011 6 STEEL
004 6' - 0" 6' - 0" D,VENTED STEEL 011 6 STEEL
100 5' - 0" 9' - 11 1/2" A ALUM TEMP LOWE
001 1 AL
101 5' - 0" 9' - 11 1/2" A WD TEMP LOWE
002 2 AL OFFSET PIVOT HINGE 1' INTO PANEL
102 2' - 6" 6' - 8" D WD 014 6 WD
103 3' - 0" 6' - 8" D WD 007 6 WD
104 3' - 0" 6' - 8" D WD 010 6 WD
109 2' - 8" 6' - 8" D WD 009 6 WD
112 3' - 6" 6' - 8" D WD 013 6 WD
113 3' - 6" 6' - 8" D WD 013 6 WD
114 3' - 6" 6' - 8" D WD 013 6 WD
115 3' - 6" 6' - 8" D WD 013 6 WD
116 4' - 1" 7' - 11 1/4" B AL/ GLASS TEMP LOWE
003 3 AL SPANDREL GLASS PANELS IN DOOR
117 4' - 1" 7' - 11 1/4" B AL/ GLASS TEMP LOWE
003 3 AL SPANDREL GLASS PANELS IN DOOR
118 3' - 0" 6' - 8" D WD 012 6 WD
201 2' - 8" 6' - 8" D WD 008 6 WD
202 2' - 8" 6' - 8" D WD 012 6 WD
203 2' - 8" 6' - 8" D WD 007 6 WD
204 2' - 8" 6' - 8" D WD 007 6 WD
205 2' - 8" 6' - 8" D WD 014 6 WD
206 2' - 6" 6' - 8" D WD 014 6 WD
207 3' - 0" 7' - 1 3/4" C AL/ GLASS TEMP LOWE
004 5 AL
208 3' - 0" 7' - 1 3/4" C AL/ GLASS TEMP LOWE
004 5 AL
209 3' - 0" 7' - 4 1/2" C AL/ GLASS TEMP LOWE
005 4 AL
210 3' - 0" 7' - 4 1/2" C AL/ GLASS TEMP LOWE
005 4 AL
CORNER MULLION
PANEL TYPE A
FRAME TYPE 2
DOOR FRAME TYPES
FRAME TYPE 3
FRAME TYPE 4
CORNER MULLION
DOOR PANEL TYPES
PANEL TYPE B PANEL TYPE C
FRAME TYPE 1
FRAME TYPE 5
PANEL TYPE D
AL. AND GLASS STOREFRONTDOOR W/ CORNER SIDELITE
AL. AND SPANDRELSTOREFRONT
AL. AND GLASSSTOREFRONT
WD OR METALFLUSH PANEL
AL. AND GLASSSTOREFRONT
AL. AND GLASS STOREFRONTDOOR W/ SIDELITE
AL. AND GLASS STOREFRONTDOOR W/ TRANSOM
AL. AND GLASS STOREFRONTDOOR W/ CORNER SIDELITE
AL. AND GLASS STOREFRONTDOOR W/ SIDELITE
FRAME TYPE 6
WD OR METAL
13/16"
1 3
/4"
STOREFRONT WINDOW SCHEDULE
MARK MANUFACTURER ROUGH OPENING VENTILATORS FRAME MATL GLAZING TYPE COUNT COMMENTS
A SEE DRAWING ALUM SEE DWG 1
B SEE DRAWING ALUM SEE DWG 2
C SEE DRAWING ALUM SEE DWG 3
D SEE DRAWING ALUM SEE DWG 1
E SEE DRAWING ALUM SEE DWG 1
F SEE DRAWING ALUM SEE DWG 1
G SEE DRAWING ALUM SEE DWG 9
H SEE DRAWING ALUM SEE DWG 2
I SEE DRAWING ALUM SEE DWG 1
J SEE DRAWING ALUM SEE DWG 1
K SEE DRAWING ALUM SEE DWG 1
Window Schedule
MARK MANUFACTURER ROUGH OPENING OPERATION FRAME MATL GLAZING TYPE COUNT COMMENTS
5
M SEE DRAWING FIXED WD DBL PANE 4
N SLIDER WD 1
WINDOW FRAME TYPES
WINDOW A WINDOW B WINDOW C WINDOW D WINDOW E WINDOW F
BUTT GLAZING AT CORNER
ALL EXTERIOR GLAZING TO BE LOWE2 THERMAL PANE."S" DENOTES SPANDREL PANEL"T" DENOTES TEMPERED GLAZING PANEL PER 2003 IBC
NOTE:
FLOOR LINE
T
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B O Z E M ATE
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PLACEARCHITECTURE
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VARIES
VA
RIE
S
PANEL TYPE D, VENTED
METAL FLUSH PANELW/ INSET VENT
1' -
0"
7' -
0"
R.O
.
5' - 6" R.O.
T
18A10.3
11A10.2
19A10.3
2A10.3
20A10.3
Sim
3A10.4
Sim
4A10.4
Sim
7' -
0"
R.O
.
5' - 3" R.O.
5A10.4
18A10.3
Sim
11A10.2
Sim
19A10.3
Sim
11"
9' -
2 1
/2"
R.O
.
7' -
5 1
/2"
1' -
9"
14' - 0" R.O.
3' - 6" 7' - 0" 3' - 6"
7A10.3
9A10.2
Sim
6A10.4
6' -
8"
R.O
.
2' - 6 1/4" R.O.
20A10.3
1A10.4
13A10.2
Sim
2A10.4
11' -
0"
EQ
EQ
EQ
EQ
EQ
2' - 10 3/4" R.O.
9A10.2
Sim
6A10.4
Sim
7A10.4
3' -
0"
4' -
0"
R.O
.
3' - 6" R.O.
8A10.4
9A10.4
10A10.4
3' -
6"
3' -
6 1
/4"
R.O
.
4' - 0 1/2" R.O.
8A10.4
Sim
9A10.4
Sim
10A10.4
Sim
STORE FRONT SYSTEM
SHT. MTL. FLASHINGTO MATCH STOREFRONT FINISH
SEALANT & BACKERROD
SHIM
STUCCO RETURNS TOSTOREFRONT ANDTERMINATES PER MFR'SINSTRUCTIONS
2X6 FRAMING
CENTERLINE OFSTRUCTURE
4 1
/2"
4 1/2"
STOREFRONT SYSTEM
CENTERLINE OF STRUCTURE
CENTERLINE OF STRUCTURE
1"x4" BLOCKING
2X6 HEADER
BATT INSUL. (R19 MIN.)
STUCCO TURNS CORNERAND TERMINATES PER MFR'S
INSTRUCTIONS
GWB TURNS CORNERAND TERMINATES INTOSTOREFRONTCENTERLINE OF STRUCTURE
STOREFRONT SYSTEM
BACKER ROD & SEALANT
SHIM
EXT. WALK
STOREFRONT SYSTEM
CENTERLINE OF STRUCTURE
ADA APPROVEDTHRESHOLD
FND. WALLTHERMAL BREAK
CENTERLINE OF STRUCTURE
STOREFRONT SYSTEM
SHIM
BLOCKING
2X6 FRAMING & GLULAM HEADER
STUCCO TURNS CORNERAND TERMINATES PER MFR'S
INSTRUCTIONS
CENTERLINE OF STRUCTURE
STOREFRONT SYSTEM
SHIM
BACKER ROD & SEALANT
GWB TURNS CORNER ANDTERMINATES INTO STOREFRONT
ALUMINUM THRESHOLD, PER SPEC.SET IN SEANANT
STOREFRONT SYSTEM
3" L.W. CONCRETE SLAB
CENTERLINE OF STRUCTURE
STOREFRONT SYSTEM
SHIM
BACKER ROD & SEALANT
CEDAR SHINGES
2X2 CURB
MTL. FLASHING &DRIP EDGE
2X6 HEADER
GWB TURNS CORNERAND TERMINATES INTOSTOREFRONT
STOREFRONT SYSTEM
SHIM
BACKER ROD& SEALANT
4 1/2"
4 1
/2"
CENTERLINE OF STRUCTURE
STOREFRONT SYSTEM
CENTERLINE OF STRUCTURE
STOREFRONT SYSTEM
MTL. SILL FLASHING& DRIP EDGE
SHIM
BACKER ROD &SEALANT
GWB TURNS CORNER ANDTERMINATES INTO STOREFRONT
2X6 SILL
BLOCKING
2X2 CURB
CEDAR SHINGLES
STOREFRONT SYSTEM
ADA APPROVEDALUMINUM THRESHOLD
2X6 SILL
2x6 FRAMING
BATT INSUL. (R19 MIN.)
3/8
" M
AX
.3
/8"
MA
X.
BLOCKING
SEALANT & BACKER ROD
3/8
" M
AX
.
GWB TURNS CORNERAND TERMINATES INTO
STOREFRONTSTOREFRONT SYSTEM
CENTERLINE OF STRUCTURE
SHIM
BLOCKING
2X6 FRAMING
MTL. FLAHSINGLAPPED OVER EPDM
SHIM
STOREFRONTSYSTEM
CENTERLINE OF STRUCTURE
FIN. FLR.
4' -
2"
4' -
2"
2' - 7 1/4"
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WINDOW FRAME TYPES
WINDOWGTEMPERED WHEREADJACENT TOWALKING SURFACEAND/OR DOOR (7LOCATIONS)
WINDOWH
WINDOW I WINDOW J WINDOWKTEMPERED IF ONELARGE PANE
WINDOWM
STAIR LANDING
WINDOWN
FLOOR LINE
3" = 1'-0"1
D&W DTL. 1
3" = 1'-0"2
D&W DTL. 2
3" = 1'-0"4
D&W DTL. 4
3" = 1'-0"3
D&W DTL. 3
3" = 1'-0"5
D&W DTL. 5
3" = 1'-0"6
D&W DTL. 6
3" = 1'-0"7
D&W DTL. 7
3" = 1'-0"8
D&W DTL. 8
3" = 1'-0"9
D&W DTL. 9
3" = 1'-0"10
D&W DTL. 10
3" = 1'-0"11
D&W DTL. 11
3" = 1'-0"12
D&W DTL. 12
3" = 1'-0"13
D&W DTL. 13
3" = 1'-0"14
D&W DTL. 14
3" = 1'-0"15
D&W DTL. 15
WINDOWO
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THERMAL BREAK -RIGID INSUL.
5/8" GWB
STOREFRONT SYSTEM
T&G
5X4X.25 HSS -SEE STRUCTURAL
MTL. FLASHING & DRIP EDGE
CENTERLINE OF STRUCTURE
5/8" GWB TURNS CORNERAND TERMINATES INTO STOREFRONT
STOREFRONTSYSTEM
2X6 FRAMING
2X BLOCKING TO MIMICCOLUMN WRAP @ SIMILAR
WINDOW JAMBSMTL. FLASHING -
UNDER JAMB, AROUND BLOCKING,AND UNDER SHINGLES
CEDAR SHINGLESOVER BUILDINGPAPER
CENTERLINE OFSTRUCTURE
2X6 FRAMING
STUCCO TURNS CORNERAND TERMINATES PER MFR'S
INSTRUCTIONSTOREFRONT SYSTEM
5/8" GWB TURNS CORNER ANDTERMINATES INTO STOREFRONT
CENTERLINE OF STRUCTURE
CENTERLINE OF STRUCTURE
2X6 FRAMING
INTERIOR DOOR FRAME
CEDAR SHINGLESOVER BUILDING PAPER
STOREFRONT SYSTEM
2X2 CURB
MTL. FLASHINGUNDER SHINGLES, OVER CURB,
UNDER STOREFRONTSTOREFRONT
5/8" GWB TURNS CORNER ANDTERMINATES INTO STOREFRONT
CENTERLINE OF STRUCTURE
CEDAR SHINGLESOVER BUILDING PAPER
STUCCO TURNS CORNERAND TERMINATES PER MFR'S
INSTURCTIONS
2X6 FRAMING
BLOCKING5/8" GWB TURNS CORNER
AND TERMINATES INTOSTOREFRONT
STOREFRONTSYSTEM
CENTERLINE OF STRUCTURE
STOREFRONT SYSTEMMTL. SILL FLASHING OVER EPDM
EPDM
BALLAST - 1 1/2" TO 2"
5/8" GWB
5 1/8"X9 1/2"GLULAM - SEESTRUCTURAL
T&GMTL. FLASHING & DRIP EDGE
BACKER ROD &SEALANT
STONE
STOREFRONTSYSTEM
BLOCKING & SHIMS
CENTERLINE OF STRUCTURE
2X6FRAMING
MTL. ACCENT CHANNEL
MTL. FLASHING & DRIP EDGE
STOREFRONT SYSTEM
CENTERLINE OF STRUCTURE
5/8" GWB TURNS CORNERAND TERMINATES INTOSTOREFRONT
CENTERLINE OF STRUCTURE
STOREFRONT SYSTEM
MTL. FLASHING
PRECAST SILL
THRU-WALL FLASHING
5/8" GWB TURNS CORNER ANDTERMINATES INTO STOREFRONT
CENTERLINE OF STRUCTURE
STOREFRONT SYSTEM
STUCCO TURNS CORNERAND TERMINATES PER MFR'SINSTRUCTIONS
2X6 FRAMING
2X4 FRAMING
STOREFRONT SYSTEM
CENTERLINE OF STRUCTURE
MTL. SILL FLASHING & DRIP EDGE
STOREFRONT SYSTEM
CENTERLINE OF STRUCTURE
STUCCO TURNS CORNER ANDTERMINATES PER MFR'S
INSTRUCTIONS
2X6 FRAMING
2X4 FRAMING
MTL. ACCENT CHANNEL5 1/4"X11 7/8"GLULAM -
SEE STRUCTURALMTL. FLASHING & DRIP EDGE
CENTERLINE OF STRUCTURE
STOREFRONT SYSTEM
STOREFRONT SYSTEM
CENTERLINE OF STRUCTURE
2X4 FRAMING
SHIM
BACKER ROD & SEALANT
CENTERLINE OF STRUCTURE
STOREFRONT SYSTEM
SHIM
BACKER ROD & SEALANT
FOUNDATION WALL
CENTERLINE OFSTRUCTURE
STOREFRONT SYSTEM
MTL. SILL FLASHING &DRIP EDGE
STUCCO TERMINATESPER MFR'S INSTRUCT.
2X6 FRAMING
4X4X.25 HSS -SEE STRUCTURAL
MTL. FLASHING &DRIP EDGE - FLASH
TO EAVE
2X2 FLASHING CURBBLOCKING
SHIM
STOREFRONTSYSTEM
CENTERLINE OFSTRUCTURE
5/8" GWB
1X6 FRAMEOUT
4X4X.25 HSS -SEE STRUCTURAL
2X BLOCKING
STOREFRONT SYSTEM
STOREFRONT SYSTEM
MTL. FLASHING
5/8" GWB
2X6 FRAMING
4X4X.25 HSS - SEE STRUCTURAL
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T.)
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on
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3" = 1'-0"1
D&W DTL. 16
3" = 1'-0"2
D&W DTL. 17
3" = 1'-0"3
D&W DTL. 18
3" = 1'-0"4
D&W DTL. 19
3" = 1'-0"5
D&W DTL. 20
3" = 1'-0"6
D&W DTL. 21
3" = 1'-0"7
D&W DTL. 22
3" = 1'-0"8
D&W DTL. 23
3" = 1'-0"9
D&W DTL. 24
3" = 1'-0"10
D&W DTL. 25
3" = 1'-0"11
D&W DTL. 26
3" = 1'-0"12
D&W DTL. 27
3" = 1'-0"13
D&W DTL. 28
3" = 1'-0"14
D&W DTL. 29
3" = 1'-0"15
D&W DTL. 30
3" = 1'-0"16
D&W DTL. 31
3" = 1'-0"17
D&W DTL. 32
3" = 1'-0"18
D&W DTL. 33
3" = 1'-0"19
D&W DTL. 34
3" = 1'-0"20
D&W DTL. 35
T
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NA
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EC
T
B O Z E M ATE
TA
#680MONTANE
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LIC
DON J.McLAUGHLIN
PLACEARCHITECTURE
A
N
SED ARC
S
OF MO
5x4x.25 HSS - SEESTRUCTURAL
THERMAL BREAK -RIGID INSULATION
5/8" GWB
STOREFRONT SYSTEM
T&G
MTL. FLASHING &DRIP EDGE
STOREFRONT SYSTEM
MTL. FLASHING OVEREPDM, UNDER SILL
BALLAST OVER EPDM
5/8" GWB
2X6 FRAMING
5/8" GWB
STOREFRONT SYSTEM4X4X.25 HSS -SEE STRUCTURAL
1X BLOCKING
SIMPSON "STRONG WALL"
CEDAR SHINGLESOVER BUILDING PAPER
2X BLOCKING TO MIMICCOLUMN WRAP @ SIMILAR
WINDOW JAMBSMTL. FLASHING FROM UNDER
JAMB, OVER BLOCKING,UNDER SINGLES
MTL. FLASHING FROM UNDERJAMB, OVER BLOCKING, UNDER
JAMB
2X BLOCKING
1X6 BLOCKING
4X4X.25 HSS -SEE STRUCTURAL
STOREFRONT SYSTEM
2X6 FRAMING
2X6 FRAMING
CEDAR SHINGLESOVER BUILDING PAPER
MTL. FLAHSING FROM UNDERJAMB, OVER BLOCKING, UNDER
SHINGLES
2X BLOCKING
STOREFRONT SYSTEM
5/8" GWB
1X6 BLOCKING
4X4X.25 HSS -SEE STRUCTURAL
STOREFRONT SYSTEM
5/8"GWB
MTL. FLASHING FROM UNDERJAMB, OVER CURB, UNDER SHINGLES
2X2 CURB
CEDAR SHINGLES OVERBUILDING PAPER
2X6 FRAMING
STOREFRONT SYSTEM
5/8" GWB
2X6 FRAMING
MTL. SILL FLASHING, OVERCURB, UNDER SHINGLES W/DRIP EDGE2X2 CURB
CEDAR SHINGLESOVER BUILDINGPAPER
5/8" GWB
2X6 HEADER
STOREFRONT SYSTEM
STOREFRONT SYSTEM
5/8" GWB
2X6 SILL
STOREFRONT SYSTEM
5/8" GWB
2X6 FRAMING
4X4X.25 HSS -SEE STRUCTURAL
STOREFRONT SYSTEM
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an, M
T 5
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t i v
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A R
C H
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118 E
. M
ain
Fax:(
406)5
85 8
801
pla
ce@
pla
cearc
h.c
om
(406)5
86 0
033
DATE:
SHEET NO.
CA
D:
DR
AW
N:
CH
K'D
:
SH
EE
T D
AT
E:
PR
OJ
EC
T #
:
RE
VIS
ION
S
DE
LTA
DA
TE
1 2 3 54
OW
NE
R
CH
ISD
AK
SU
RG
ER
Y C
EN
TE
R
12/20/04
A10.4
0429
RS
D
DJM
01/2
7/0
5
0429
BR
IAN
CH
ISD
AK
DO
OR
& W
IND
OW
DE
TA
ILS
(C
ON
T.)
Sta
diu
m C
ntr
Bu
sin
ess
Prk
Boze
man
, M
on
tan
a
3" = 1'-0"1
D&W DTL. 36
3" = 1'-0"2
D&W DTL. 37
3" = 1'-0"3
D&W DTL. 38
3" = 1'-0"4
D&W DTL. 39
3" = 1'-0"5
D&W DTL. 40
3" = 1'-0"6
D&W DTL. 41
3" = 1'-0"7
D&W DTL. 42
3" = 1'-0"8
D&W DTL. 43
3" = 1'-0"9
D&W DTL. 44
3" = 1'-0"10
D&W DTL. 45
3" = 1'-0"11
D&W DTL. 46
T
A
N
NA
I T
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EC
T
B O Z E M ATE
TA
#680MONTANE
N
LIC
DON J.McLAUGHLIN
PLACEARCHITECTURE
A
N
SED ARC
S
OF MO