a2 · mtl trim @ windows stucco stone veneer east elevation - 1/4" = 1' steel rail metal...

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

A

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S

O F MO

303.00115

MAINOPERATORY

186.47114

OPERATORY2

199.51112

OPERATORY3

75.87108

X-RAY

126.21106

STERILIZE

139.33103

PHOTOGRAPHY/CONSULT

12' -

0"

20' -

0"

5' -

0"

20' -

0"

16' -

0"

52.85109

DK RM

83.43110

RECOV. 1

83.43111

RECOV. 2

59.93104

RESTRM

1 2 3 4 5 6

A

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1

A5.1

4' - 0" 10' - 0" 19' - 0" 15' - 0" 4' - 0"

73' -

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52' - 0"

2

A5.1

383.86102

FRONTDESK

109

112

115

114

113

3

A5.2

130.82105

NURSESTATION

118

1

A9.3

9' -

4 3

/4"

9' -

4 3

/4"

15' -

2 3

/8"

19' -

7 7

/8"

14' -

9 1

/2"

13' - 8 1/4"

103

1

A5.2

13' - 6 1/2" 12' - 5 1/2" 16' - 2"

A8.2

2

3

104

COUNTER +36"

DESK +30"

COUNTER +48" CLEAR GLASSABOVE 50"

101

116

117

SOUNDPROOFING

11' -

3"

8' -

9"

6' -

6"

5' -

6"

2' -

0"

10' - 0" 4' - 5 1/2" 12' - 11" 6' - 7 1/2" 10' - 0"

16' -

5 3

/4"

4' -

3 1

/4"

13' -

2 3

/4"

2' -

0 1

/4"

6' - 11 3/4" 1' - 0 1/4"

14' - 0" 5' - 0" 14' - 0" 7 1/2" 10' - 1 3/4"

5

A7.1

MECH.CHASE

36' -

0"

5' -

0"

8' -

1"

11' -

11"

12' -

0"

16' -

0"

9' -

9 5

/8"

10' -

2 3

/8"

14' - 0" 4' - 0" 7' - 0" 13' - 5 1/2" 5' - 6 1/2" 8' - 0"

4' - 0"

4' -

0"

5' -

6"

9' - 10"

10' - 0"

9' -

8"

5' WALL

4' -

6"

7' - 4"

33' - 0" 10' - 9 1/4" 8' - 2 3/4"

2

A5.2

269.89101

RECEPTION

A8.2

1

1

A8.6

STAIR

116

HALL

117

100

63.21100

VESTIBULE

202.82113

OPERATORY1

A8.1

1

A7.1

2

A

B

B

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DF

65

6

A9.3

102

3' -

0"

SOUNDPROOFING

6' - 0"

"UNFINISHED"

2

A9.1

4

1

AD1.2

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OFFICE

120.43204

OFFICE

105.54202

KITCHEN/STAFF

OPEN

OPEN

10' - 10 1/2"2' - 8 1/16"

45.77201

LOCKER

9' -

4 3

/4"

9' -

4 3

/4"

201

204

5' -

4 3

/4"

4' -

0"

3' - 4 3/4" 6' - 3 13/16" 7' - 2 15/16"

205

206

COAT HK

6' -

0"

30' -

9 1

/4"

8' -

1"

4' -

4 3

/4"

7' -

6 1

/4"

12' -

0"

1' - 1 1/4"5 1/2"

5' - 0" 14' - 0" 5' - 5 1/2"1' - 1 1/4"

13' - 6 1/2" 24' - 11" 13' - 6 1/2"

1' -

10"

8' -

7"

7' -

0 3

/4"

2' - 9" 4' - 0" 9' - 6 1/4"1' - 10 3/4"

4' - 0" 2' - 9"

6' -

0"

5' -

9 1

/4"

20' -

0"

5' -

0"

10' -

1 3

/4"

9' -

10 1

/4"

12' -

0"

25' -

0"

20' -

0"

12' -

0"

14' - 8 1/4"

TRUSS ABOVE

TRUSS ABOVE

TERRACE

TERRACE23.16205

W.C.

21.73206

W.C.

207

208

M M M M

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203

ATTIC ACCESSHATCH (OVERHEAD)

202

2' -

4"

CLE

AR

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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SECOND FLOOR PLAN

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FLAT - 1/8:12

1/4

:12

FLAT - 1/8:12FLAT - 1/8:12

FLAT - 1/8:12

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ROOF PLAN

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40"

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1

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R1R142" 42" 42"

R1

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R1

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G1 G1

EQ EQ EQ

EQEQ

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EQ EQ

4'

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22"

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3'-8"

7'-2"

EQ

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EQ EQEQEQ

75°

EQ EQEQEQ

9'-4"

EQ

9'-4"40"

EQ

R1

R1

R1

R1

R1

24" 4'

4'

3'-6"

1'-9"EQ EQ

1'-7"

R1

R1

1'-10"

48"

EQ

EQ

EQ EQ

EQ EQ

EQ

EQ

R1

R1

R1R1R1

6'-4"

5'

5'

6'-4"

EQ EQ

R2

EQ

EQ

R1 R1

R1R1

6'-4"3'-2"

30"

4'-6"

R1

6'-4"3'-2"

R1

R1 R1

4'-6"

30"

1 2 3 4 5 6

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+9' - 0"

OPEN

+9' - 0"

+8' - 0"

+8'-6"

+8' - 6"

75°

+8' - 6" +8' - 6" +8' - 6"

+8' - 6"

A8.5

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+8' - 0"

+8' - 0"

+8' - 0"

ATTIC ACCESSHATCH (24x48)CLEAR OPENING

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EXP. STFRAMING

STUCCO

ASPHALT SHINGLES

MTL TRIM @ WINDOWS

STONE VENEERSTUCCO

EAST ELEVATION - 1/4" = 1'

STEEL RAIL

METALACCENT TRIM

STUCCO

STONEVENEER

ASPHALT SHINGLES

WD SHINGLE

METAL ROOFING

TIMBER FRAMING

STUCCO

NORTH ELEVATION - 1/4" = 1'

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EAST ELEVATION

1/4" = 1'-0"2

NORTH ELEVATION

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ASPHALTSHINGLES

WDSHINGLE

STONEVENEER

STUCCO

WD/STTRUSS

EXP. TIMBERPURLIN

STEEL RAIL

STUCCO

SOUTH ELEVATION - 1/4" = 1'

MTL TRIM@ WDWS

TIMBERFRAMING

ASPHALT SHINGLES

EXPOSED STFRAMING

STUCCO

STONE VENEER

WEST ELEVATION - 1/4" = 1'

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SOUTH ELEVATION

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1EXT 3D View 1

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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"

T.O. PLATE - 2118' - 2"

CRAWLSPACE92' - 4 3/4"

1 2 3 4 5 6

1 2

8

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

5 1/2" COREBOND (R38 MIN.)A7.1

4

A9.5

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6A9.7

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CRAWLSPACE

4" SLAB FOR MECH. EQUIPMENT

8' -

6"

B.O

.GR

IDA8.6

3

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"


1 2 3 4 5

1 2

8

CRAWL SPACE

A9.6

3

A9.6

1

A9.6

4A9.6

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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

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SED ARC

S

OF MO

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"


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"


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"


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

A

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SED ARC

S

OF MO

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"


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"


1 2 35

A7.1

3' -

6"

11" TYP.3' -

6"

6 3

/4"

1' - 0"1' - 0"

2' -

10"

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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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SED ARC

S

OF MO

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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#680MONTANE

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DON J.McLAUGHLIN

PLACEARCHITECTURE

A

N

SED ARC

S

OF MO

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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" 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


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

AD1.2

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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

T

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I T

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EC

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B O Z E M ATE

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#680MONTANE

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LIC

DON J.McLAUGHLIN

PLACEARCHITECTURE

A

N

SED ARC

S

O F MO

2' -

6"

4"

1

AD1.2

4"

2' -

6"

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1/2" = 1'-0"1

RECOV. 2 - WEST 1/2" = 1'-0"

2RECOV. 2 - SOUTH

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PLACEARCHITECTURE

A

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S

O F MO

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


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


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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

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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"


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3" = 1'-0"2

EXT. WALL SECTION @ O.R.

1/2" = 1'-0"1

FIREPLACE SECTION

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DON J.McLAUGHLIN

PLACEARCHITECTURE

A

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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

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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



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


CONC. FND WALL

SHEATHING

LAP BARRIER OVERFLASHING

FOUNDATION WEEP SCREED

SHT MTL FLASHING

SEALENT

COMPACTED SUB-BASE


SILL SEALENT

3" L.W. CONC. TOPPING SLAB

2 1/2"

1ST FLOOR=100'-0"4937' - 2 13/32"




SUB-FLOOR


BATT INSUL.

GWB

BATT INSUL.

2X6 WD FRAME WALL


CONC. FND WALL

SHEATHING



SHT MTL FLASHING

SEALENT


SILL SEALENT

LVL RIM JOIST -SEE STRUCTURAL


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



WEEP VENT

SHEATHING

2X6 WD FRAME WALL

BATT INSUL.

GWB

SOLE PLATE

SUB-FLOOR

I-JOISTS - SEE STRUCTURAL

BATT INSUL.


SILL SEALER


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


1ST FLOOR=100'-0"4937' - 2 13/32"

T.O. CMUVARIES

4"

MIN

STONE



WEEP VENT

SHEATHING

2X6 WD FRAME WALL

BATT INSUL.

GWB

SOLE PLATE


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


1" MIN. AIR SPACE

1ST FLOOR=100'-0"4937' - 2 13/32"




SUB-FLOOR


TOP FLANGE HANGER -SEE STRUCTURAL

BATT INSUL.

GWB

BATT INSUL.

2X6 WD FRAME WALL


CONC. FND WALL

SHEATHING



SHT MTL FLASHING

SEALENT

COMPACTED SUB-BASE


SILL SEALENT

2X BLOCKING/NAILER


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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

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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.




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


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


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"


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


(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




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"


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


3 1

/8"

6"

2 3

/4"

10

"1

1/2

"

1 1

/8"

2"

3"

3"

2"

1 1/2"


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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PLACEARCHITECTURE

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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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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.

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

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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86 0

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3" = 1'-0"1


3" = 1'-0"2


3" = 1'-0"3


3" = 1'-0"4

STRUT CAP @ BRACE 2

3" = 1'-0"5


3" = 1'-0"6

STRUT CAP @ BRACE 2 - PLAN

3" = 1'-0"7


3" = 1'-0"8


3" = 1'-0"9


3" = 1'-0"10

STRUT CAP @ BRACE 3

3" = 1'-0"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

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


T.O. PLATE - 2118' - 2"



3/4"PLYWD SHEATHING

RIGID INSUL. @ 1/4:12


CEDAR SHINGLES

T&G

1X FASCIA

MTL DRIP EDGE

ASPHALT SHINGLES



2X6 DAUGHTERED RAFTER TAILS

ATTIC TRUSS


T.O. PLATE - 2118' - 2"

11 1/2"MTL. DRIP EDGE

1X FASCIA T&G

ASPHALT SHINGLES


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


WINDOW FRAME

RETURN GWB TOWINDOW FRAME

SHIM

5/8"GWB

CAULK

ASPHALT SHINGLES



2X6 DAUGHTERED RAFTER TAIL



T.O. PLATE - 2118' - 2"

EPDM MEMBRANEADHERED


FELT BUILDING PAPERLAP OVER EPDM MEMBRANE 4" MIN.

CEDAR SHINGLES




5/8" GWB


T.O. PLATE - 2118' - 2"


TAPERED INDUL. @ 1/4:12

MTL DRIP EDGE


T&G

1X FASCIA

HSS 5X4X.25

RIGID INSULATION

STOREFRONT SYSTEM


5/8" GWB


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h.c

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(406)5

86 0

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DATE:

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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

A

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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

2ND FLOOR110' - 2"

3

STOREFRONT SYSTEM

GWB - RETURN TO STOREFRONTFRAME

W10X12 - SEE STRUCTURAL

BLOCKING AROUND STEEL MEMBER

STOREFRONT SYSTEM


COREBOND (R33 MIN.)

GWB

3/4"PLYWD SHEATING

RIGID INSUL. @1/8:12

EPDM MEMBRANE UNDER BALLAST

BALLAST - 1 1/2" TO 2"


MTL SILL FLASHING

2X6 SILL

2ND FLOOR110' - 2"

STEEL CHANNEL




2X6 HEADER

SHIM

STOREFRONT SYSTEM


EPDM MEMBRANE




2ND FLOOR110' - 2"

ASPHALT SHINGLES



MTL. FLASHING AND DRIP EDGE


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


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








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


MTL. FLASHING


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


EPDM MEMBRANE


3/4" PLYWD SHEATHING2X8 RAFTERS

T&G

MTL. FLASHING & DRIP EDGE

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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


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"



2X8 RAFTERS

T&G

STOREFRONT SYSTEM

MTL. FLASHING

2ND FLOOR110' - 2"

T.O. PLATE - 1109' - 1 3/8"

2X6 FRAMING

BATT INSUL. (R19 MIN.)


BUILDING PAPER - LAP OVER FLASHING

CEDAR SHINGLES

MTL. FLASHING - LAP OVER EPDM

EPDM MEMBRANE




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



2X2 BLOCKING

TREATED 1X SPACER

2" PRECAST PAVER AS BALLASTEPDM MEMBRANE

RIGID INSUL. @1/8:12


11 7/8" JOISTS @ 16"O.C.


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. )


FELT BUILDING PAPER

SEALANT

CASING BEAD

SELF-FURRING LATH

CEMENT PLASTER



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



COREBOND (R33 MIN.)2X8 RAFTERS

5 1/8"X11 7/8" GLULAM - SEE STRUCTURAL

2X6 FRAMING

5/8" GWB

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3" = 1'-0"1


3ROOF DETAIL 15

3" = 1'-0"4


2ROOF DETAIL 14

3" = 1'-0"5

ROOF DETAIL 17

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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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(406)5

86 0

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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


004 5 AL


005 4 AL


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

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#680MONTANE

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DON J.McLAUGHLIN

PLACEARCHITECTURE

A

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S

OF MO

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


1"x4" BLOCKING

2X6 HEADER


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


ADA APPROVEDTHRESHOLD

FND. WALLTHERMAL BREAK


STOREFRONT SYSTEM

SHIM

BLOCKING

2X6 FRAMING & GLULAM HEADER


INSTRUCTIONS


STOREFRONT SYSTEM

SHIM


GWB TURNS CORNER ANDTERMINATES INTO STOREFRONT

ALUMINUM THRESHOLD, PER SPEC.SET IN SEANANT

STOREFRONT SYSTEM

3" L.W. CONCRETE SLAB


STOREFRONT SYSTEM

SHIM


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"


STOREFRONT SYSTEM


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


3/8

" M

AX

.3

/8"

MA

X.

BLOCKING

SEALANT & BACKER ROD

3/8

" M

AX

.

GWB TURNS CORNERAND TERMINATES INTO

STOREFRONTSTOREFRONT SYSTEM


SHIM

BLOCKING

2X6 FRAMING

MTL. FLAHSINGLAPPED OVER EPDM

SHIM

STOREFRONTSYSTEM


FIN. FLR.

4' -

2"

4' -

2"

2' - 7 1/4"

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h.c

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801

pla

ce@

pla

cearc

h.c

om

(406)5

86 0

033

DATE:

SHEET NO.

CA

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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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#680MONTANE

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DON J.McLAUGHLIN

PLACEARCHITECTURE

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N

SED ARC

S

OF MO

THERMAL BREAK -RIGID INSUL.

5/8" GWB

STOREFRONT SYSTEM

T&G

5X4X.25 HSS -SEE STRUCTURAL



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


2X6 FRAMING


INSTRUCTIONSTOREFRONT SYSTEM

5/8" GWB TURNS CORNER ANDTERMINATES INTO STOREFRONT



2X6 FRAMING

INTERIOR DOOR FRAME

CEDAR SHINGLESOVER BUILDING PAPER

STOREFRONT SYSTEM

2X2 CURB

MTL. FLASHINGUNDER SHINGLES, OVER CURB,

UNDER STOREFRONTSTOREFRONT





INSTURCTIONS

2X6 FRAMING

BLOCKING5/8" GWB TURNS CORNER

AND TERMINATES INTOSTOREFRONT

STOREFRONTSYSTEM


STOREFRONT SYSTEMMTL. SILL FLASHING OVER EPDM

EPDM


5/8" GWB

5 1/8"X9 1/2"GLULAM - SEESTRUCTURAL

T&GMTL. FLASHING & DRIP EDGE

BACKER ROD &SEALANT

STONE

STOREFRONTSYSTEM

BLOCKING & SHIMS


2X6FRAMING

MTL. ACCENT CHANNEL


STOREFRONT SYSTEM


5/8" GWB TURNS CORNERAND TERMINATES INTOSTOREFRONT


STOREFRONT SYSTEM

MTL. FLASHING

PRECAST SILL

THRU-WALL FLASHING



STOREFRONT SYSTEM

STUCCO TURNS CORNERAND TERMINATES PER MFR'SINSTRUCTIONS

2X6 FRAMING

2X4 FRAMING

STOREFRONT SYSTEM


MTL. SILL FLASHING & DRIP EDGE

STOREFRONT SYSTEM


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


STOREFRONT SYSTEM

STOREFRONT SYSTEM


2X4 FRAMING

SHIM



STOREFRONT SYSTEM

SHIM


FOUNDATION WALL


STOREFRONT SYSTEM

MTL. SILL FLASHING &DRIP EDGE

STUCCO TERMINATESPER MFR'S INSTRUCT.

2X6 FRAMING


MTL. FLASHING &DRIP EDGE - FLASH

TO EAVE

2X2 FLASHING CURBBLOCKING

SHIM

STOREFRONTSYSTEM


5/8" GWB

1X6 FRAMEOUT


2X BLOCKING

STOREFRONT SYSTEM

STOREFRONT SYSTEM

MTL. FLASHING

5/8" GWB

2X6 FRAMING

4X4X.25 HSS - SEE STRUCTURAL

ww

w.p

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h.c

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b o

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t i v

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A R

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T U

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118 E

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ain

Fax:(

406)5

85 8

801

pla

ce@

pla

cearc

h.c

om

(406)5

86 0

033

DATE:

SHEET NO.

CA

D:

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K'D

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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

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#680MONTANE

N

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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"


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


STOREFRONT SYSTEM

2X6 FRAMING

2X6 FRAMING


MTL. FLAHSING FROM UNDERJAMB, OVER BLOCKING, UNDER

SHINGLES

2X BLOCKING

STOREFRONT SYSTEM

5/8" GWB

1X6 BLOCKING


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


STOREFRONT SYSTEM

ww

w.p

lacearc

h.c

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Bozem

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9715

c o

l l a

b o

r a

t i v

e d

e s

i g

n

A R

C H

I T

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T U

R E

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

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K'D

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(C

ON

T.)

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Bu

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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

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#680MONTANE

N

LIC

DON J.McLAUGHLIN

PLACEARCHITECTURE

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SED ARC

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OF MO

a2 · mtl trim @ windows stucco stone veneer east elevation - 1/4" = 1' steel rail metal...

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