Professional Portfolio by zjcarson

Professional Portfolio Zachary J Carson AIA, NCARB

Zachary James Carson | AIA, NCARB Project Architect | Rowland + Broughton Architecture, Urban Design & Interior Design 1000 South Broadway, Unit 232 Denver, CO 80209 zcarson42@gmail.com (216) 407-9519

F OOTE’S R E ST

Professional Work Foote’s Rest Highlands Lodge Renovation

01-04

HOTEL ENTRY FROM MAIN ST. AND 6TH AVE.

05-08

Riverfront Loft

09-12

Riverline | South Wells Master Plan

13-16

University of Cincinnati Health Science Building

17-20

Anji Film School

21-24

Representation Work

25-30

MArch Thesis | Entangled

31-36

MUD Thesis | Transitional Interruptions

37-42

Footeâ&#x20AC;&#x2122;s Rest Hotel Schematic Design | Design Development | Construction Documentation rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f

1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f

Consultants:

Issue: PERMIT SUBMITTAL #1 75% CDS / PRICING

N O T

FO R

C O N ST R U C TIO

2018.05.01 2018.08.17

FOOTE'S REST

BLOCK 11 500 MAIN STREET FRISCO, CO 80443

PROJECT NO: 21707

SHEET TITLE:

C:\Users\zcarson\Documents\21707_Footes_2018_zcarson.rvt 8/17/2018 3:24:30 PM

PROPOSED SITE PLAN

File Path: Plot Date:

Client: 512 Main Street, LLC. Project Type: Hospitality - Hotel Type of Work: New Construction | Historic Location: Frisco | Colorado Date: 8/2017 - 6/2020 Status: On Hold Size: 115,000 GSF, 74 Rooms Cost: $41.8mil Programs Used: Revit, AutoCAD, Sketchup, InDesign Responsibilities: Architectural articulation, detailing, approvals documentation, structural coordination, code review, specifications

SCALE:

A1.2.1 COPYRIGHT 2018 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO.

main st. rendering (by teammate)

FOOTE’S REST - INTERIOR VIEWS

2 0 1 8 . 0 9 . 0 6

2 0 1 8 .0 9 .0 6

HOTEL ENTRY FROM MAIN ST. AND 6TH AVE.

A C

1 A5.1.4

H K.1

299' - 6" 15' - 9"

28' - 0"

15' - 9"28' - 0"

28' - 0"

31' - 0"

28' - 0" 14' - 10 1/2"

L.1

K.1 M

L NL.1

299' - 6"

13' - 1 1/2" 31' - 0"14' - 8 1/4"

14' -23' 10 -1/2" 3 1/4" 13' - 2' 1 -1/2" 11"

14' 23'- 8- 11/4" 1/2"

1' - 823' 1/4"- 3 1/4"28' - 22'3/4" - 11"

23' - 1 16' 1/2"- 7 3/4" 1' - 8 1/4"

21'28' - 11 - 21/4" 3/4"

8' - 3" 16' - 7 3/4"

21' - 11 1/4"

8' - 3"

1' - 9"

2 A5.1.3

1 A4.0.1

1 A5.1.3

1 A4.0.1

1' - 9"

1 A5.1.3

rowland+bro

architecture / urban design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f

1830 b d

schematic interior renderings Consultants:

Hotel Lobby

Dining

1 A5.1.4

K.1

L.1

299' - 6" 15' - 9"

28' - 0"

31' - 0"

14' - 10 1/2"

13' - 1 1/2"

14' - 8 1/4"

23' - 3 1/4"

2' - 11"

23' - 1 1/2"

1' - 8 1/4"

28' - 2 3/4"

16' - 7 3/4"

21' - 11 1/4"

8' - 3"

XFRMR CLEARANCE

A2.2.10

ELEC METERS

XFRMR CLEARANCE CABIN

PROPERTY LINE

GRANITE STREET ALLEY

CABIN

BLACKSMITH BARN

ELEVATED PLAZA ABOVE ELEC METERS

RAMP

VESTIBULE

WOMEN RR METERS

KITCH. EXH.

LOBBY VESTIBULE

LOBBY

100' - 0"

WOMEN RR

LOADING ZONE

EXIT STAIR

T.O. FINISH MEN RR

27' - 1"

1' - 8" 22' - 10" 12' - 4"

139' - 6"

17'12' - 9" -O11"

N ST R

FO R

27' - 28' 1" - 3"

8 9

BLOCK 11 500 MAIN STREET 2 A5.0.1 CO 80443 FRISCO,

A2.2.9 A2.2.12

GUEST GUEST ELEVATOR ELEVATOR

RECEPTION

FRONT OFFICE SHAFT

SHAFT

TRANSFER BEAM ABOVE 3'-0" x 7'-0" SWING DOOR

LIQUOR STORAGE BEER

DIRTY LINEN ROOM

LINEN CHUTE ABOVE

LINEN

139' - 6"

22' - 10"

FOOTE'S RE

LUGGAGE / SKI STORAGE

3 A4.0.1

1 A5.0.1

FITNESS

VEST.

T.O. STRUCT

17' - 9"

17' - 9" STAIR 2

BOH

12' - 4"

6TH AVENUE

1' - 8" FIRE COMMAND ROOM

EXIT STAIR101' - 6"

SERVICE ELEVATOR

STORAGE

CHEMICAL STORAGE

STAIR 2

12' - 11"

PROPERTY LINE

CLR

STORAGE

CLR

METERS

RAMP RAMP

COMMERCIAL ENTRY

STORAGE

UP DN

100' - 0"

KITCHEN

LINE OF OVERHANG ABOVE

LINE OF CANOPY ABOVE

T.O. STRUCT

TRASH /

ROOM

AUTO ENTRY

8% TRANSFER ZONE

CORRIDOR

101' - 7" 103' - 6"

101' - 6" FIRE

100' - 4"

102' - 10"

RECYCLING T.O. FINISH COMMAND AREA

101' - 6"

T.O. STRUCT

RAMP

CHEMICAL STORAGE RECEIVING AREA

T.O. FINISH

GRANITE STREET ALLEY

24' - 3"

A2.2.9

A2.2.8

STORAGE

ENGINEERING TRASH / OFFICE RECYCLING AREA STAIR 1

T.O. FINISH

CHASE ABOVE LOUNGE

AUTO 16% RAMP ENTRY

1 A5.0.1

10' 1' - 8"

TABLE

ELEC

PROPERTY LINE

overall level 01 plan

CHAIR 101' - 6"/

T.O.STORAGE FINISH

6 T.O. STRUCT

100' - 4"

BAR

VESTIBULE ENGINEERING RECEIVING OFFICE AREA TRANSFER BEAM ABOVE

T.O. STRUCT

3 A4.0.1

5 1 A5.0.1

BOWLING ENTRY

LINEN CHUTE ABOVE

RAMP

LUGGAGE / SKI STORAGE

SHAFT

3 A4.0.1

2 A5.0.1

22' - 6' 10"- 0"

XFRMR

102' - 10"

RAMP

RECEPTION

2 A5.0.1

T.O. STRUCT CHASE ABOVE

100' - 4"

PROJECT NO: 21707

139' - 6"

STAIR 3

STEM WALLS BELOW

102' - 10"

PLATING / STAGING

A2.2.9 A2.2.12

LINE OF FOUNDATION SHAFT BELOW ELEC

CHAIR / TABLE STORAGE

TRANSFER BEAM ABOVE BOARD ROOM

BOARD ROOM

LINE OF FOUNDATION BELOW

A2.2.9

LINEN CLOSET 8% TRANSFER ZONE

3 3.1

12' - 4"

SHAFT

T.O. FINISH

A2.2.7

/ STAGING

STORMWATER T.O. STRUCTDETENTION VAULT BELOW 100' - 0"

T.O. FINISH

16% RAMP HOUSEKEEPING OFFICE

LOADING ZONE

12' - 11"

100' - 0"

COMMERCIAL 2

BEER LINEN COOLER CLOSET DINING

LOBBY VESTIBULE

DN STRUCT T.O. UP

DIRTY LINEN ROOM CHASE ABOVE

LIQUOR STORAGE LINEN CHUTE ABOVE

LINE OF CANOPY ABOVE

A2.2.12

BOWLING FRONT VESTIBULE OFFICE

SHAFT

XFRMR

STAIR 3 EGRESS CORRIDOR

DINING PATIO HOUSEKEEPING OFFICE

BOH

SHAFT

101' - 5" SHAFT

SHAFT

RECEPTION GUEST GUEST SERVICE ELEVATOR ELEVATOR ELEVATOR LUGGAGE / SKI SHAFT STORAGE SHAFT

A2.2.12

COMMERCIAL

T.O. FINISH 2

CONFERENCE

COURTYARD GROUND FLOOR PLATING

TANDEM PARKING FOOTE'SSPOTS REST

SHAFT

SHAFT STAIR 3

CORRIDOR

FRONT KITCH. OFFICE EXH.

CAFE DINING

FITNESS DIRTY LINEN ROOM

LIQUOR

TRANSFER BEAM STORAGE ABOVE 3'-0" x 7'-0" BEER SWING DOOR COOLER

MEN RR CONFERENCE

CORRIDOR

TANDEM PARKING SPOTS

A2.2.10

PROPERTY LINE

5TH AVENUE

103' - 0"

TRANSFER BEAM WOMENABOVE RR 3'-0" x 7'-0" JC SWING DOOR

JC MEN RR

MEN RR

GUEST GUEST ELEVATOR ELEVATOR JC

A2.2.11

SHAFT

COMMERCIAL 1

KITCH. EXH.

FITNESS

VEST.

FP LOADING LOBBY ZONE

LOBBY VESTIBULE

LOBBY

CORRIDOR

SERVICE ELEVATOR

SHAFT

WOMEN

100' - RR 0"

SITE WALL (RE: STRUCT)

T.O. FINISH

T.O. STRUCT

CORRIDOR

T.O. FINISH

WOMEN RR

MEN RR

CORRIDOR

RAMP

CABIN

STALEY HOUSE

LINE OF CANOPY T.O. STRUCT ABOVE 100' - 0"

BAR

WOMEN RR

KITCHEN

BOH

COMMERCIAL 100' - 0" ENTRY LINE OF OVERHANG COMMERCIAL ABOVE 1

VEST.

T.O. STRUCT COMMERCIAL ENTRY

UP LINE OF OVERHANG ABOVE

RAMP RAMP

102' - 10"

STAIR 1

VESTIBULE

A2.2.12

RAMP

UP DN

A2.2.11

103' - 6"

MAIN STREET

PROPERTY LINE

101' - 7" LINE OF OVERHANG ABOVE

RAMP

T.O. FINISH

100' - 0"

BAR

VESTIBULE

STAIR 1

ELEVATED PLAZA ABOVEKITCHEN

VESTIBULE

T.O. STRUCT

101' - 7"

RAMP T.O. STRUCT

CABIN

A2.2.7

CABIN CABIN

A2.2.8

CABIN BLACKSMITH BARN

T.O. STRUCT

STAIR 3 EGRESS CORRIDOR

VESTIBULE

ELEVATED PLAZA ABOVE

STEM WALLS BELOW

BLACKSMITH BARN

101' - 5"

LINE OF FOUNDATION BELOW

A2.2.11

A2.2.10

STORMWATER DETENTION VAULT BELOW

A2.2.10

A2.2.7

A2.2.10

RAMP

DINING

COURTYARD GROUND FLOOR

LINE OF FOUNDATION BELOW

STEM WALLS BELOW

DINING

PERMIT SUB 75% CDS / P

LOUNGE

T.O. STRUCT

LINE OF FOUNDATION BELOW

A2.2.11

5TH AVENUE

LINE OF FOUNDATION BELOW

- 6"

STORMWATER DETENTION VAULT BELOW

COURTYARD GROUND FLOOR

A2.2.7

TRUCT

FOOTE'S REST

2018.05.01 2018.08.17

LOUNGE

24' - 3"

FOOTE'S REST

DINING PATIO

RAMP

STALEY HOUSE

PROPERTY LINE

STALEY HOUSE

SITE WALL (RE: STRUCT)

FP DINING PATIO

28' - 3"

103' - 0"

10' - 8"

103' - 0"

Issue:

BOWLING DN ENTRY

6' - 0"

T.O. FINISH

BOWLING VESTIBULE

BOWLING DN ENTRY

6TH AVENUE

T.O. FINISH

BOWLING VESTIBULE

CAFE DINING

6TH AVENUE

CABIN

A2.2.9

A2.2.8

N O T

PROPERTY LINE

CAFE DINING

CABIN

1 A5.1.3

PROPERTY LINE

1 A4.0.1

A2.2.9

MAIN STREET 2 A5.1.3

PROPERTY LINE UP

A2.2.8

A2.2.7

A2.2.8

A2.2.7

1' - 9"

MAIN STREET

EXTERIOR MATERIAL SCHEDULE

DESCRIPTION

KAWNEER OR SIM.

BR-1

BRICK

LAP-1 LAP-2 LAP-4 MT-1 MT-1b

CEMENT FIBER LAP SIDING CEMENT FIBER LAP SIDING CEMENT FIBER SLAT SIDING STANDING SEAM ROOF METAL FASCIA

MT-1c

METAL COPING

A4.1.3

MT-2 MT-3

K.1

PATTERN

FLAT-SEAM METAL PANELS WOOD LAP SIDING WOOD LAP SIDING WOOD VERTICAL SIDING WOOD VERTICAL SIDING WOOD SOFFIT PLANKS

SIZE

COMMENTS

COLOR TBD

MODULAR WITH 3/8" JOINT

JAMES HARDIE JAMES HARDIE JAMES HARDIE BERRIDGE OR SIM.

HARDIEPLANK HZ5 LAP, SMOOTH TEXTURE HARDIEPLANK HZ5 LAP, SMOOTH TEXTURE SLATS, SMOOTH TEXTURE ZEE-LOCK PRE-FINISHED GALV. PWDR COAT

PT-x; LIGHT WOOD TONE PT-x; DARK WOOD TONE PT-x; LIGHT WOOD TONE CHARCOAL MATCH MT-1 FINISH

PRE-FINISHED GALV. PWDR COAT

MATCH MT-1 FINISH

4" EXPOSURE, 5/16" THICK 4" EXPOSURE, 5/16" THICK 4" EXPOSURE, 5/8" THICK 16" O.C. PANELS VARIES, PER ELEVATIONS AND DETAILS VARIES, PER ELEVATIONS AND DETAILS

PRE-FINISHED GALV. PWDR COAT PRE-FINISHED GALV. PWDR COAT DELTA MILLWORKS DELTA MILLWORKS DELTA MILLWORKS DELTA MILLWORKS

14' - 8 1/4"

COLOR DARK BRONZE

ROBINSON BRICK

23' - 3 1/4"

SERIES

TRIFAB VERSAGLAZE 451T WATERTON RUNNING BOND

PAINTED DECORATIVE STEEL PREFINISHED BRAKE METAL

MT-4 WD-1 WD-2 WD-3 WD-4 WD-6

2' - 11"

MANUFACTURER

ALUMINUM STOREFRONT

ACCOYA SHIPLAP ACCOYA SHIPLAP ACCOYA T&G SIDING ACCOYA T&G SIDING CEDAR, NO. 2 T&G SOFFIT PLANK CLEAR OR BETTER

COLOR TBD

PER ELEVATIONS

PREFINISHED, LIGHT WOOD TONE PREFINISHED, DARK WOOD TONE PREFINISHED, LIGHT WOOD TONE PREFINISHED, DARK WOOD TONE TRANSPARENT NATURAL EXTERIOR-GRADE STAIN

4" EXPOSURE VARIES, 4", 6", & 8" EXPOSURE VARIES, 4", 6", & 8" EXPOSURE 1x4; OTHER SIZES IF BETTER PRICED

architecture / urban design / interior design 8" EXPOSURE 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f

2 A5.1.3

13' - 1 1/2"

PT-x COLOR TBD

rowland+broughton

TINTED/COLORED MORTAR PER ARCHITECT APPROVAL

rowland+brough

architecture / urban design / interio 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f

PREFINISHED MISC. PWDR COAT METAL BY MFR SUBMIT SAMPLE FOR APPROVAL AT COLUMN WRAPS FABRICATE PER FIRE RATED ASSEMBLY REQ'MTS

Consultants:

1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f

F 14' - 10 1/2"

1830 blake st. s denver, co 303.308 303.308

PROVIDE SPRING CLIP PARAPET CAPS WITH INTERMITTENT CLEATS

A4.1.1

MARK ALUM-1

31' - 0"

T.O. STRUCT. LEVEL 3 122' - 3"

Issue: 2018.05.01 2018.08.17

PERMIT SUBMITTAL 75% CDS / PRICING

Consultants:

STEEL RAILING WITH HOG WIRE INSERT PANELS. SHOP FABRICATED WITH POWDER COAT FINISH, FIELD TOUCH-UP

ROOF FOLLY BEYOND REFER TO SHEET A4.1.11 AND A4.1.12

ACOUSTIC SCREEN WALL BEYOND

SMOOTH CEMENT FIBER BOARD SOFFIT PLANKS

MT-1c

SNOWFENCE, TYP.

PREFINISHED METAL COPING/PARAPET CAP

MT-1

BRICK ACCENT BAND, 3/4" INSET WOOD T&G VERTICAL SIDING. RANDOM MIX OF 4", 6" AND 8" WIDE SIDING BOARDS

SNOWFENCE, TYP.

FLAT SEAM METAL PANELS MT-1b

BRICK VENEER, 3/4" INSET

MT-1

MT-1 MT-1b

C O N ST R U C TIO

MT-1b BR-1

T.O. STRUCT. ROOF 132' - 3 1/2"

WD-3

10' - 0 1/2"

PRE-FINISHED DOWNSPOUTS AND OVERFLOW SCUPPERS

Sim

A4.2.1 G04a

STO-34

309

G04a

STEEL RAILING WITH HOG WIRE INSERT PANELS. SHOP FABRICATED WITH POWDR COAT FINISH, FIELD TOUCH-UP

G04b

313

LAP-2

LAP-1

LAP-2

Issue:

T.O. STRUCT. 122' - 3" LEVEL 2 112' - 3"

2018.05.01 2018.08.17

119' - 3"

T.O. STRUCT. LEVEL 3 122' - 3"

PERMIT SUBMITTAL #1 75% CDS / PRICING

10' - 0"

SMOOTH CEMENT FIBER BOARD PANEL

STO-33

G04a

FOOTE'S REST

BLOCK 11 500 MAIN STREET FRISCO, CO 80443

G04b

220

216

N O T

FO R

129' - 3"

B T.O. STRUCT. LEVEL 2 112' - 3"

12' - 3"

WOOD SCREENS, RE: A4.2.1

? STO-18

STO-10

STO-8a

STEEL RAILING WITH HOG WIRE INSERT PANELS. SHOP FABRICATED WITH POWDER COAT FINISH, FIELD TOUCH-UP

STO-6

A4.1.1

A4.1.3

MT-1c

T.O. SLAB LEVEL 1 100' - 0" METAL WRAPPED COLUMNS CONCRETE PLANTER WALL

ENLARGED NORTH ELEVATION - AREA B 1/4"

1 A4.1.2

2 A5.1.3

SCALE: 1/4" = 1'-0"

SHEET TITLE:

ENLARGED NOR ELEVATION - AR SCALE: 1/4" = 1'-0"

A4.1.2

rowland+broughton architecture / urban design / interior design

FO R

K.1

T.O. SLAB LEVEL 1 J 100' - 0"

PROJECT NO: 21707

COPYRIGHT 2018 ROWLAND + BROUGHTON ARCHITECTURE AND U THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUM PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WR PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBA ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHAL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUD THERETO.

typical elevation sheet

C O N ST R U C TI O

C:\Users\zcarson\Documents\21707_Footes_2018_zcarson.rvt 8/17/2018 4:36:05 PM File Path: Plot Date:

CONCRETE BASE WALL

BRICK ACCENT BANDS, 3/4" INSET, RETURN AT CORNERS

LAP-2

STO-9 STO-8b

1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f

N O T

234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f

T.O. STRUCT. LEVEL 3 122' - 3"

T.O. STRUCT. LEVEL 3 122' - 3" Consultants:

FOOTE'S REST T.O. STRUCT. LEVEL 2 112' - 3"

T.O. STRUCT. LEVEL 2 112' - 3"

Issue: 2018.05.01 2018.08.17

PERMIT SUBMITTAL #1 75% CDS / PRICING

T.O. SLAB LEVEL 1 100' - 0"

C O N ST R U C TIO

BLOCK 11 500 MAIN STREET FRISCO, CO 80443

A4.2.1

SCALE: 3/8" = 1'-0"

K.1

N O T

PLAZA SCREEN ENLARGED WEST ELEVATION

FO R

T.O. SLAB LEVEL 1 100' - 0"

PLAZA SCREEN ENLARGED NORTH ELEVATION

SCALE: 3/8" = 1'-0"

FOOTE'S REST B

BLOCK 11 500 MAIN STREET FRISCO, CO 80443

T.O. STRUCT. LEVEL 3 122' - 3"

PROJECT NO: 21707

SHEET TITLE:

T.O. STRUCT. LEVEL 2 112' - 3"

A4.2.1

ENTRY BALCONY SCREEN ENLARGED TYPICAL ELEVATION SCALE: 3/8" = 1'-0"

A4.2.1

WEST CORNER SCREEN ENLARGED NORTH ELEVATION SCALE: 3/8" = 1'-0"

A4.2.1

WEST CORNER SCREEN ENLARGED WEST ELEVATION

screen documentation 6

03 A4.2.1

COURTYARD BALCONY SCREEN AXONOMETRIC

PROPOSED ENLARGED ELEVATIONS SCREENS 6

A4.2.1

SCALE: 3/8" = 1'-0"

File Path: Plot Date:

C:\Users\zcarson\Documents\21707_Footes_2018_zcarson.rvt 8/17/2018 3:40:04 PM

T.O. STRUCT. LEVEL 2 112' - 3"

SHEET TITLE:

PROPOSED ENLARGED ELEVATIONS SCREENS SCALE: 3/8" = 1'-0"

A4.2.1 COPYRIGHT 2018 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO.

COURTYARD BALCONY SCREEN AXONOMETRIC SCALE: NTS

SCALE: 3/8" = 1'-0"

A4.2.1

T.O. SLAB LEVEL 1 100' - 0"

1 A4.2.1

SCALE: NTS P

THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO.

A4.2.1

PLAZA SCREEN ENLARGED WEST ELEVATION SCALE: 3/8" = 1'-0"

FOOTEâ&#x20AC;&#x2122;S REST - INTERIOR VIEWS

EXISTING WOOD LOG CABIN WALL

2 0 1 8 .0 9 .0 6

POST-ANCHORED CIP CONCRETE SITE WALL OR STAIR, RE: PLANS

RE: STRUCT

ADEQUATELY PROTEXT CONCRETE CURB DURING CONSTRUCTION (BREAK METAL CAP OR SIM)

T.O. WALL RE: PLANS PRE-FINISHED GALV. METAL SHEET FLASHING

CIP CONCRETE CURB, RE: STRUCT

GRADE

PLAZA FINISH, RE: LANDSCAPE PLANS

architecture / urban design / interior design 234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f

A7.3.1 T.O. FINISH 100'-0"

FILTER FABRIC, TURN UP WALL & TERMINATE @ B.O. FINISH 2" NON-REINFORCED CONCRETE RAT SLAB PER CONTRACTOR

Consultants:

DRAINAGE COURSE PER WP MFR RECOMMENDATIONS PROTECTION / REINFORCING COURSE PER WP MFR RECOMMENDATIONS

T.O. SLAB 100' - 0"

HOT FLUID APPLIED WATERPROOFING MEMBRANE, TURN UP WALL AND TERMINATE & T.O. CURB EXISTING WOOD LOG CABIN WALL CONCRETE SLAB, RE: STRUCT.

CIP SITE WALL

T.O. GRADE RE: CIVIL

A7.1.2

W6 M6GROUT XPS RIGID INSULATION, 6" MIN.SOLID T.O. RECESSED A7.1.2 (R-30ci MIN.) & GEOFOAM BUILD-UP CHAMFERED SLAB EDGE, 1" 98'-10" SYSTEM FILTER FABRIC

T.O. RECESSED SLAB 100' - 0"

10' - 0 1/2"

A7.3.1

R1 A7.3.2 S7 307

A7.1.2

W6 HOT FLUID APPLIED A7.1.2 WATERPROOFING MEMBRANE R1 A7.3.2

T.O. FIN LEVEL 1 100' - 0"

M6 S7 A7.1.2 307

S7 307

A7.9.1

SIM: MONOLITHIC POUR F2 A7.3.1 S7

F2 A7.3.1

F2b A7.3.2

T.O. STRUCT. LEVEL 3 122' - 3" 1/2" GAP TO B.O. MAINTAIN SITE WALL FOOTING

307

W4a A7.1.2

A7.9.1

A7.1.2

A7.1.2 G04c

W4b A7.1.2

W4a

10' - 0"

BALCONY 207b

S6 207

A7.1.2

HIGH TEMP SELF ADHERED STEEL COLUMN RUBBER FLASHING BASEPLATE - RE: STRUCT F2bBUTYL A7.3.2 HIGH TEMP SELF ADHERED SOLID GROUT BUTYL RUBBER FLASHING WRAP INTO STOREFRONT CHAMFERED EDGE, 1" OPENING, OVERLAP ALL JOINTS 3" MIN. S6

A7.3.1 BALCONY 207b

F1 A7.3.1

BOWLING VESTIBULE 104A

A7.2.1

F1 12 A7.3.1 A7.5.2

F1c A7.3.1

8 104Aa A7.6.2

T.O. SLAB LEVEL 1 100' - 0"

104Ab

BOWLING VESTIBULE 104A

104Ab

TYP. STOREFRONT HEAD @ EXTERIOR - FIBER CEMENT WALL ABOVE SITE HANDRAIL

5 BOWLING ENTRY 104

SCALE: 3" = 1'-0"

F1 BOWLING A7.3.1

A7.5.2

F3F3 A7.3.1 A7.3.1

MIN SLOPE 1/4" / 12"

EXTERIOR T.O. RECESSED SLAB 100' - 0"

F3 A7.3.1

A7.6.2

RENTAL OFFICE 004

F3 A7.3.1

plaza - sidewalk / site wall

SECTION 17 WALL SECTION 16 1 A7.9.1WALL 2 SCALE: 1 1/2" = 1'-0" SCALE: 3/8"SCALE: = 1'-0" 3/8" = 1'-0" A6.1.6 A6.1.6

C:\Users\zcarson\Documents\21707_Footes_2018_zcarson.rvt 8/17/2018 3:48:13 PM

File Path: Plot Date:

wall section

105

2 A6.1.6

WALL SECTION 16 SCALE: 3/8" = 1'-0"

TYP. STOREFRONT HEAD @ EXTERIOR - BRICK WALL ABOVE

EXISTING WOOD LOG CABIN WALL DINING

As indicated

A7.9.1

F1 PREFINISHED MTL A7.3.1 FLASHING W/ DRIP EDGE. F1 FASTEN TO BLOCKING WITH A7.3.1 CLEAT DINING FILTER FABRIC 105 SILL PAN W/ BACK-DAMS, 1" LEG TODEEP MATCH FRAME, BOARD HEMMED EDGE DRAINAGE FILLED WITH LIGHTWEIGHT AGGREGATE SET IN WATERPROOFING CONT. SEALANT MFR 4 PER F1

A7.6.2 GALVANIZED

SCALE: 3"SCALE: = 1'-0"

A7.5.3

T.O. STEM WALL RE: PLAN

detailing A7.6.2

SECTION DETAIL @ CIP SITE WALL

SCALE: 1 1/2" = 1'-0" A7.9.1 WALL SECTION 16 3

A6.1.6 9

A7.5.3

WEEP @ 24"PACK OC W/ BATT SHIM SPACE, INSUL. HOT FLUID APPLIED INTERIOR WATERPROOFING MEMBRANE CAULK JOINT LEAVE 30" TAIL OF WP MEMBRANE FOR TIE IN 3/4" WOOD SILL AND APRON, XPS FOUNDATION INSULATION, PAINTED, RE: ID R-10ci SEALANT BED

BLOCK 11 500 MAIN STREET FOOTE'S PRECAST SILL,REST SLOPE TO 4 FRISCO, DRAIN -CO 1/4" 80443 : 12" T.O. SLAB LEVEL 1 100' - 0"

SHOTCRETE FOUNDATION HIGH TEMP SELF ADHERED WALL BUTYL RUBBER FLASHING WRAP INTO STOREFRONT OPENING, OVERLAP ALL JOINTS 3" MIN.

10 A7.5.3

A6.1.6

WALL SECTION 15 SCALE: 3/8" = 1'-0"

MAINTAIN 1/2" GAP TO B.O. SITE WALL FOOTING

T.O. WALL RE: PLANS

A7. T.O. FINISH EXTERIOR 100'-0" B.O. FINISH

PROJECT NO: 21707 MIN SLOPE 1/4" / 12"

XPS RIGID INSULATION, 6" MIN. SHIM SPACE, W/ BATTBUILD-UP (R-30ci MIN.)PACK & GEOFOAM INSUL. SHEET TITLE: SYSTEM FILTER FABRIC SEALANT BED

T.O. RECESSED SHEET TITLE: SLAB 98'-10"

DETAILS - SIT

WALL SECTIONS

PROJECT NO: DRAINAGE COURSE BY HIGH TEMP SELF ADHERED 21707 WATERPROOFING MFR BUTYL RUBBER FLASHING WRAP INTO STOREFRONT OPENING, OVERLAP ALL JOINTS 3" HOT MIN. FLUID APPLIED WATERPROOFING MEMBRANE SHEET FRT TITLE: BLOCKING ANCHORED TO SCALE: 3/8" = 1'-0" TBD STUDS, ANCHORING

SCALE: As indicated

WALL SECTIONS

A7.9.1

A6.1.6

HIGH TEMP SELF ADHERED BUTYL RUBBER FLASHING

SECTION DETAIL @ HISTORIC CABIN FOUNDATION WALL

2 A7.9.1

SCALE: 3/8" = 1'-0"

F3 A7.3.1

T.O. SLAB BASEMENT 83' - 0"

HIGH TEMP SELF ADHERED BUTYL RUBBER FLASHING

WALL SECTION 15

SCALE: 3" = 1'-0"

T.O. SLAB BASEMENT 83' - 0"

1 A7.6.2

A6.1.6 TYP. STOREFRONT SILL @ EXTERIOR - FIBER CEMENT WALL BELOW

SCALE: 3/8" = 1'-0"

INTERIOR FILTER FABRIC PROJECT DEEPNO: DRAINAGE BOARD FILLED 3/4" WOOD SILL AND APRON, 21707 WITH LIGHTWEIGHT AGGREGATE PAINTED, RE: ID PER WATERPROOFING MFR

MIN SLOPE 1/4" / 12"

TYP. STOREFRON

SCALE: 11 3" = 1'-0" A7.5.3 BLOCK 500 MAIN STREET FRISCO, CO 80443

CAULK JOINT XPS RIGID FOUNDATION INSULATION, 2" MIN.

T.O. SLAB LEVEL 1 100' - 0"

T.O. RECESSED SLAB 100' - 0"

105

F1 A7.6.2 A7.3.1 STOREFRONT SYSTEM, ANCHOR PRE-FINISHED GALV. METAL SHEET THROUGH FLASHINGSTUD WALL, MIN 3 THREAD EMBEDMENT IN STUD WALL GRADE BLOCK 11 W/ BACK-DAMS, 1" LEG SILL PAN MATCH FRAME, TURN DOWN 500TOMAIN STREET T.O. GRADE EXTERIOR EDGETO FRISCO, CO 80443 LAP WITH RE: CIVIL FLASHING

COPYRIGHT 2018 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO.

EXTERIOR

File Path: Plot Date:

C:\Users\zcarson\Documents\21707_Footes_2018_zcarson.rvt 8/17/2018 4:38:46 PM

A7.6.2

DINING

XPS RIGID INSULATION, 6" MIN. A7.3.1 FRT BLOCKING, EXTEND TO (R-30ci & GEOFOAM BUILD-UP FACE OF MIN.) SIDING, RIP CUT TOP TO SLOPE TO DRAIN - 1/4" : 12" SYSTEM FILTER FABRIC STOREFRONT SYSTEM, ANCHOR THROUGH STUD WALL, MIN 3 DRAINAGE COURSE BY THREAD EMBEDMENT IN STUD WATERPROOFING MFR WALL

RENTAL OFFICE 004

A7.6.2

BOLT

CIP SITE WALL 4

FOOTE'S RES

FOOTE'S REST

A7.6.2

F1 A7.3.1

RENTAL OFFICE 004

A7.6.2

BOWLING ENTRY ANCHOR 104

POST-ANCHOR BASEPLATE

ENTRY 104

17' - 0" 1

104Ab

FOR 2-HOUR FIBER CEMENT CLAD WALLS NOTE: 12 T.O. STEM WALLRATED EXTERIOR F1c (RE: RE: PLANS, FASTENING MUSTA7.5.2 ACCOMODATE ADDITIONAL LAYER OF PLAN A7.3.1 ANCHORING IN STUD WALL 5/8" GYP BEFORE T.O. GRADE RE: CIVIL

F1c A7.3.1

A7.6.2

BOWLING VESTIBULE 104A

104Aa

A7.5.3

STOREFRONT SYSTEM, ANCHOR THROUGH BOX BEAM HEADER, MIN 3 THREAD EMBEDMENT IN BOX BEAM

T.O. STRUCT. LEVEL 2 112' - 3"

SHEET TITLE:

DETAILS - SITE

STO-21

SCALE: 1 1/2" = 1'-0"

SHIM SPACE, PACK W/ BATT INSUL.

PROJECT NO: 21707

File Path: Plot Date:

W4d

STO-20

104Aa

LOUNGE 103

A7.9.1

LOUNGE 103

SCALE: 1 1/2" =

PERMIT SUBMITTAL #1 75% CDS / PRICING

F1 CFS BOX BEAM HEADER, PACK A7.3.1 WITH INSUL - RE: STRUCT

W4a M6 T.O.A7.1.2 STRUCT. LEVEL 2 112' - 3"

3/4" MIN

F1 SIM: STOREFRONT SYSTEM, ANCHOR MONOLITHIC A7.3.1 THROUGH BOX BEAM HEADER, POUR MIN 3 THREAD EMBEDMENT IN BOX BEAM

ext - commer

STEEL COLUMN BASEPLATE - RE: STRUCT SOLID GROUT

NOTE: FOR 2-HOUR RATED EXTERIOR FIBER CEMENT CLAD WALLS (RE: PLANS), FASTENING MUST ACCOMODATE ADDITIONAL LAYER OF plaza columnANCHORING base 5/8" GYP- BEFORE IN STUD WALL

STO-21

SCALE: 1 1/2" = 1'-0"

A7.1.2

STO-21

plaza - floor drain

STO-20

6 A7.9.1

W4a

3 A7.6.3

1 1/2 /4" " M MIN AX

F1 A7.3.1

2018.05.01 2018.08.17

SCALE: 3" = 1'-0"

PREFIN. GALV. SHEET MTL DRIP EDGE BLOCK 11 T.O. STRUCT. PACK WITH LEVEL BATT INSULATION 3 500 MAIN STREET 122' - 3" FRISCO, CO 80443 CONTINUOUS SEALANT BED UNDER DRIP EDGE

A7.9.1

STO-25

12' - 3" LOUNGE 103

GYP L BEAD CAPTURE TRIM

SHIM SPACE, PACK W/ BATT INSUL.

F2b A7.3.2

T.O. SLAB BASEMENT 83' - 0"

A7.1.2

STO-20

A7.1.2

/ site wall

W4a

G04c

W4a

F2b A7.3.2

LEVEL 3 METAL PANEL FASTENER, ANCHOR TO FURRING W4a 122' - 3" SCALE: 1 1/2" = 1'-0" M6 A7.1.2 HIGH-TEMP SELF-ADHERED BUTYL RUBBER Issue: FLASHING - LAP OVER MTL DRIP EDGE

F2 A7.3.1

75% CDS / PRI

TYP. STOREFRON

F2 A7.3.1

A7.3.2

FOOTE'S REST

H2B 310

2018.08.17

3 A7.5.3

T.O. STRUCT. SECTION DETAIL @ MAIN ST. CANOPY AND PT SLAB

T.O. FIN LEVEL 1 100' - 0" F1 SCALE: 6" = 1'-0" F1 CFS BOX BEAM HEADER, PACK A7.3.1 WITHA7.3.1 INSUL - RE: STRUCT

S6 207

F1 F2b A7.3.1 A7.3.2

T.O. STRUCT. LEVEL 2 112' - 3"

310

207

FRT BLOCKING ANCHORED STUDS, ANCHORING TBD

G04c

H2B

2 A7.6.3

ANCHOR BOLT - RE: STRUCT

Issue:

3/4" CEDAR T&G CEILING FINISH SUPPORT, RE: STRUCT Issue: EDGE FLAT LOCK PANEL W/ LONG LEG HEMMED DECORATIVE 2018.05.01 PERMIT CHANNEL SUBMITTAL #1 WRB W/ DRAINAGE TEXTURE, LAP OVER F2b SECTION, 2018.08.17 75%RE: CDSSTRUCT / PRICING SELF-ADHERED FLASHING

SCALE: 3" = 1'-0"

F2 A7.3.1

G04c

S6 W4b 207 M6 A7.1.2

310

TYP. STOREFRONT JAMB @ EXTERIOR - BRICK WALL STEEL WIDE FLANGE CHANNEL

STARTER STRIP A7.1.2

G04c

207

H2B

R1 A7.3.2

W4b XPS INSULATION, 2.5" MIN M6 SHIM SPACE, PACK W/ BATT Consultants: A7.1.2 INSUL. 1 1/2" FURRING HAT CHANNEL

T.O. STRUCT. ROOF 132' - 3 1/2"

F2b F2 A7.3.2 A7.3.1 W4a

A7.1.2

F2 A7.3.1

BALCONY 207b 207

R1 A7.3.2

A7.5.3

CONTINUOUS JOINT SEALANT & BACKER ROD

S6 207

S7 307W4b

RE: STRUCT

Consultants:

denver, co 80202

1 1/2" FURRING HAT CHANNEL, CONTINUOUS SEALANT BEAD RUN VERTICALLY AROUND WINDOW PERIMETER 5/8" DENSGLASS GYP WALLBOARD, WRAPPED IN BRAKE-METAL FINISH PACK STUD CAVITY W/ INSUL

T.O. STRUCT. ROOF M6 132' - 3 1/2"

A7.1.2

SCALE: 3" = 1'-0"

A7.9.1

W4b

CONTINUOUS SEALANT BEAD HOT FLUID APPLIED AROUND WINDOW PERIMETER WATERPROOFING MEMBRANE, TURN UP WALL AND TERMINATE & T.O. CURB PACK STUD CAVITY W/ INSUL R1 W4b M6 A7.1.2 W4b CONCRETE SLAB, RE: STRUCT. A7.3.2 M6 STEEL COLUMN BASEPLATE STRUCT SHIM- RE: SPACE, PACK W/ BATT A7.1.2 INSUL. SOLID GROUT

SCALE: 1 1/2" = 1'-0"

F2 A7.3.1

aspen, co 81611

TYP. STOREFRONT JAMB @ EXTERIOR - FIBER CEMENT WALL

F2 S7 A7.3.1 T.O. 307 SLAB LEVEL 1 100' - 0"

plaza - column base

SCALE: 1 1/2" = 1'-0"

A7.5.3

architecture / urbanXPS design / interior design TAPERED INSULATION, 2.5" 3" MIN. MIN ave. 1830 blake st. ste. 200 234 e. hopkins

CONCRETE PT SLAB 970.544.9006 o 303.308.1373 o RE: STRUCT 970.544.3473 f 303.308.1375 f FRT BLOCKING ANCHORED TO XPS INSULATION, ANCHORING 2.5" TBDMIN STUDS, Consultants:

SCALE: 6" = 1'-0"

A7.9.1

WRAP INTO STOREFRONT EXTENDED INSIDE LEG rowland+broughton OPENING, OVERLAP ALL JOINTS

1 1/2 /4" " M MIN AX

NOTE: FOR 2-HOUR RATED EXTERIOR FIBER CEMENT CLAD WALLS (RE: PLANS), FASTENING MUST ACCOMODATE ADDITIONAL LAYER OF SECTION DETAIL @ COURTYARD 5/8" GYP BEFORE ANCHORING IN STUD WALLCURB WALL

R1 A7.3.2

W4b

SCALE: 1 1/2" = 1'-0"

HIGH TEMP SELF ADHERED JOINT BUTYL RUBBER FLASHING 5" SQUARE METAL GUTTER WITH

W6 A7.1.2

PROTECTION / REINFORCING CONTINUOUS SEALANT BED DRIP FRT UNDER BLOCKING ANCHORED TO COURSE PER WP MFR EDGE STUDS, ANCHORING TBD RECOMMENDATIONS

SECTION DETAIL @ HISTORIC CABIN FOUNDATION WALL

2 A7.9.1

A7.1.2

PACK WITH BATT INSULATION

DRAINAGE COURSE BY WATERPROOFING MFR

R1 W4b A7.3.2

234 e. hopkins ave. 1830 blake st. ste. 200 TPO HEAT-WELD SEALANT aspen, co 81611 denver, co 80202 TPO, FULLY ADHERED, TURN o 970.544.9006 o 303.308.1373 DOWNf INSULATION303.308.1375 TO COVERf 970.544.3473

N O T

T.O. STRUCT. XPS FOUNDATION ROOF INSULATION, R-10ci 132' - 3 1/2"

SHOTCRETE FOUNDATION WALL

W4b

LEAVE 30" TAIL OF WP MEMBRANE FOR TIE IN

1830 bla den 30 3

architecture / urban design / interior design

METAL PANEL FASTENER, ANCHOR TO FURRING NON-REINFORCED HIGH-TEMP2"SELF-ADHERED BUTYL RUBBER RAT DRIP SLAB EDGE PER FLASHING CONCRETE - LAP OVER MTL CONTRACTOR GYP L BEAD CAPTURE TRIM DRAINAGE COURSE PER WP MFR PREFIN. GALV. SHEET MTL DRIP EDGE W6 RECOMMENDATIONS

234 e. hopkins ave. aspen, co 81611 970.544.9006 o 970.544.3473 f

rowland+broughton SEALANT

C O N ST R U C TI O

HOT FLUID APPLIED WATERPROOFING MEMBRANE

ANCHOR BOLT - RE: STRUCT DEEP DRAINAGE A7.9.1 BOARD FILLED WITH LIGHTWEIGHT AGGREGATE STEEL COLUMN PER WATERPROOFING MFR BASEPLATE - RE: STRUCT 9

architecture / urban design /

GALVANIZED METAL FLASHING W/ DRIP EDGE

75% CDS / PRICING

LET-IN MTL FLASHING PER MFR STANDARD DETAILS

WRB W/ DRAINAGE TEXTURE, LAP OVER SELF-ADHERED FLASHING FILTER FABRIC, TURN UP WALL & TERMINATE @ B.O. FINISH

B.O. FINISH

FILTER FABRIC

WEEP @ 24" OC

2018.08.17

FLAT LOCK PANEL W/ LONG LEG HEMMED EDGE

T.O. FINISH 100'-0"

XPS RIGID FOUNDATION INSULATION, 2" MIN. A7.1.2

DRAINAGE COURSE BY WATERPROOFING MFR

TE WALL

A7.3.1

2 rowland+brou

Issue:

C:\Users\zcarson\Documents\21707_Footes_2018_zcarson.rvt 8/17/2018 3:48:36 PM

XPS RIGID INSULATION, 6" MIN. (R-30ci MIN.) & GEOFOAM BUILD-UP T.O. SLAB LEVEL 1 SYSTEM FILTER FABRIC 100' - 0"

SCALE: 21 1/2" = 1'-0"

PLAZA FINISH, RE: LANDSCAPE PLANS

PROPERTY LINE

Guestroom - King

T.O. STEM WALL RE: PLAN

SECTION DETAIL @ CFB WALL AND TRANSFORMER VAULT

1 A7.6.3

CIP CONCRETE CURB, RE: STRUCT

RECESS

DEEP DRAINAGE BOARD FILLED WITH LIGHTWEIGHT AGGREGATE PER WATERPROOFING MFR

ADEQUATELY PROTEXT CONCRETE CURB DURING CONSTRUCTION (BREAK METAL CAP OR SIM)

FO R

SCALE: 1 1/2" = 1'-0"

N O T

A7.9.1

schematic interior rendering

FILTER FABRIC

T.O. WALL RE: PLANS

PRE-FINISHED GALV. METAL SHEET FLASHING RE: STRUCT GRADE

FO R

SECTION DETAIL @ COURTYARD CURB WALL

C O N ST PROPERTY LINE R U C TI O N

1 10

PROPERTY LINE

IL @ HISTORIC CABIN FOUNDATION WALL

R1 A7.3.2

POST-ANCHORED CIP CONCRETE SITE WALL OR STAIR, RE: PLANS

RE: STRUCT

POST-ANCHOR BASEPLATE

FO R

ANCHOR BOLT

N O T

HOT FLUID APPLIED SITE HANDRAILWATERPROOFING MEMBRANE

C O N ST R U C

DRAINAGE COURSE BY WATERPROOFING MFR

FO R

T.O. RECESSED SLAB 98'-10"

SYSTEM FILTER FABRIC

N O T

XPS RIGID INSULATION, 6" MIN. (R-30ci MIN.) & GEOFOAM BUILD-UP

RECESS

DEEP DRAINAGE BOARD FILLED WITH LIGHTWEIGHT AGGREGATE PER WATERPROOFING MFR

B.O. FINISH

FILTER FABRIC

1830 blake st. ste. 200 denver, co 80202 303.308.1373 o 303.308.1375 f

C O N ST R U C TI O

T.O. GRADE RE: CIVIL

XPS RIGID FOUNDATION INSULATION, 2" MIN.

T.O. STEM WALL 103' - 0"

rowland+broughton

SCALE: 1 1/2" = 1'-0"

WALL SECTION 15

SCALE: 3/8" = 1'-0"

A6.1.6

SCALE: 3/8" = 1'-0" A6.1.6 TYP. STOREFRONT SILL @ EXTERIOR - BRICK WALL BELOW

SCALE: 3" = 1'-0"

SECTION DE

COPYRIGHT 2018 ROWLAND + BROUGHTON ARCHITECT THE INFORMATION AND DESIGN INTENT CONTAINED ON PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE PART OF THIS INFORMATION MAY BE USED WITHOUT TH PERMISSION OF ROWLAND+BROUGHTON ARCHITECTUR ROWLAND+BROUGHTON ARCHITECTURE AND URBAN D COMMON LAW STATUTORY AND OTHER RESERVED RIG THERETO.

A7.9.1

04 11

A7.5.3

SCALE: 1 1/2" =

TYP. STOREFRON SCALE: 3" = 1'-0"

T.O. SLAB LEVEL 1 100' - 0"

A7.1

Highlands Lodge Renovation Schematic Design | Design Development | Construction Documentation | Construction Admin. 82 10 00 82

8180

0 819

8210

20 82

820 0

00 82 82

0 822

82 20

8220

8200

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C:\Users\zcarson\Documents\21904_HIGHLANDS LODGE_CENTRAL_zachary.carson.rvt 6/27/2020 1:38:17 PM

821 0 8220

Client: EastWest Hospitality Project Type: Multi-Family Residential Type of Work: Exterior Renovation | Addition Location: Beaver Creek | Colorado Date: 6/2019 - 6/2020 Status: Est. Completion Winter â&#x20AC;&#x2DC;21 Size: 85,000 GSF, 33 Condos Cost: $9.96mil Programs Used: Revit, VRay, InDesign Responsibilities: Detailing, permit and HOA approvals, visualization, structural coordination, full-project documentation, specifications

rowland+ rowland+brou architecture / urban architecture / urban design /

500 w. main st. 500 w. main st. co 81611 aspen, aspen, co970.544.9006 81611 den 970.544.9006

Consultants: Consultants:

A0.5

RF1

T.O. RIDGE U

142' - 7 1/2"

27 LEVEL 4 FIN 134' - 0"

A g T

60' LINE OF GRADE OFFSET DELINIATES TRANSITION FROM FR f WOOD (GENERAL NOTE I.) TO NONCOMBUSTIBLE SIDING PER IBC 2015 SECTION 1405.5.1.

X T

LEVEL 3 FIN 123' - 0"

existing conditions SOUTH VIEW_EXISTING CONDITIONS

File Path: Plot Date:

SCALE: 3/16" = 1'-0"

C:\Users\zcarson\Documents\21904_HIGHLANDS LODGE_CENTRAL_zachary.carson.rvt 5/28/2020 10:46:41 AM

File Path: Plot Date:

A4.1e

f T

8210'-0" LEVEL 1 FIN 100' - 0"

A0.5

A4.1

SCALE: 3/32" = 1'-0"

PROPOSED WEST ELEVATION

G. H. I. J. K.

M. N.

O. P. Q. R. S.

PROPOSED EXTERIO

LEVEL 4 FIN 134' - 0"

STU1 g F

LEVEL 2 FIN 112' - 0"

STU2

ST1

12. 13. 14. 15. 16. 17.

31 27

XXX

3 WINDOW TAG, RE: A8.1

P N

E I

16 f W

LEVEL 3 FIN 123' - 0"

A0.5

SCALE: 3/16" = 1'-0"

4 A0.5

2 A4.1e

EXISTING / DEMO NORTHWEST ELEVATION SCALE: 3/32" = 1'-0"

C:\Users\bherbst\Documents\Revit Local\21904_Highlands Lodge_bherbst.rvt 11/21/2019 3:16:22 PM

SKI ENTRY VIEW_EXISTING CONDITIONS

File Path: Plot Date:

C:\Users\zcarson\Documents\21904_HIGHLANDS LODGE_CENTRAL_zachary.carson.rvt 5/28/2020 10:46:41 AM File Path: Plot Date:

LEVEL 3 FIN 123' - 0"

STU2 1 PROJECT NO: 21714

X H2

BASEMENT FINISH 86' - 0"

PROPOSED NORTHWEST ELEVATION

SHEET TITLE: RF2

RF2

LEVEL 2 FIN 112' - 0" Y

EXISTING / DEMO EXTERIOR ELEVATIONS

SCALE: 3/16" = 1'-0" BB

A4.1

15 HIGHLANDS LN BEAVER CREEK, CO 15

PROJECT NO: 21714

EXISTING CONDITIONS

POOL VIEW_EXISTING CONDITIONS

X F

8210'-0" LEVEL 1 FIN 100' - 0"

SCALE: 3/16" = 1'-0"

32. 33.

LEVEL 4 FIN 134' - 0"

SHEET TITLE:

3 AA

W I

LEVEL 2 FIN 112' - 0"

A0.5

8210'-0" LEVEL 1 FIN 100' - 0" ST1

SCALE: 3/32" = 1'-0"

COPYRIGHT 2020 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO.

A4.1e

SEE EXTERIOR ENTRY VESTIBULE STOREFRONT A8.2

28. 29. 30. 31.

LODGE

STU1

1518 HIGHLANDS LN 22 BEAVER CREEK, CO

CEM2

X W

27.

HIGHLANDS LODGE HIGHLANDS

LEVEL 4 FIN 134' - 0"

11' - 0"

60' LINE OF GRADE OFFSET DELINIATES TRANSITION FROM FR WOOD (GENERAL NOTE I) TO NONCOMBUSTIBLE SIDING PER IBC 2015 SECTION 1405.5.1.

31 7

155' - 9 1/2"

12' - 0"

19. 20. 21. 22. 23. 24. 25. 26.

T.O. RIDGE

STONE CLADDING

U N

DARK PAINTED STUCCO26

MTL2 CEM1

11' - 0"

RF1

MTL1

14' - 0"

LIGHT PAINTED STUCCO

60'

18.

CEM3

T.O. RIDGE CEM3 SIDING PAINTED WOOD 158' - 11 1/2"

C O N ST R U C TIO N

164' - 2 1/2"

FO R

T.O. RIDGE

11.

STU2

SCALE: 3/32" = 1'-0"

VIF SNOW FENCE, GUTTER, DOWNSPOUT LOCATIONS

10.

BASEMENT FINISH 86' - 0"

N O T

CONCRETE ROOF TILE

8210'-0" LEVEL 1 FIN 100' - 0"

COPPER TILE ROOF

2. 3.

LEVEL 3 FIN 123' - 0"

CEM3

6 2020.01.17 GMP PRICING 7 2020.02.26 PERM THE INFORMATION PROVIDED IS 7 2020.02.26 PERMIT CONS SET 9 2020.xx.xx WORKING DRAWINGS, CREATED 9 2020.xx.xx CONSTRUCTIO DOCU FOR “INFORMATION ONLY. ALL E DOCUMENTAT PROCEEDING WITH WORK. STONE VENEER RUNNING MORE BETWEEN RIDGED INSULATION, PROVIDE NEW EXTERIOR WINDO EXTERIOR TRIM” PER LOCAL COD SIZES TO MATCH EXISTING WIND PROVIDE NECESSARY WALL STR GABLE WINDOW WALLS AS SHO PROVIDE PRICING FOR FIRE-RES AREAS WHERE CONCRETE TILES PROVIDE NEW EXTERIOR DOORS TRIM” PER LOCAL CODE REQUIR ANODIZED THRESHOLD. ALL SIZE PROVIDE NEW FIRE TREATED W PROVIDE ALL NEW COPPER ROO AND COPPER ROOF FINISHES. ALL WOOD INSTALLED 40 FEET A RETARDANT TREATED PER IBC S NOT USED. WINDOW MANUFACTURER TO AS THAN EXISTING, TO MEET CODE. GC TO ASSESS AND CONFIRM RE EXTENSIONS IF POSSIBLE, PER M NOT USED. INVESTIGATIVE, EXPLORATORY D AND ARCHITECT, TO DETERMINE COMMON AREAS OF REPAIR. EX DISCRETION. DEMOLISHED AREAS TO BE RET STRUCTURAL,WATERPROOFING NOT USED. DOOR AND WINDOW WATER AND LOCATIONS AS DIRECTED BY OW G.C. TO PROVIDE HOT APPLIED W SIMILAR OR EQUAL TO TREMCO. PROPOSED EXTERIOR IMPROVE

CEM2

POOL VIEW_EXISTING CONDITIONS POOL VIEW_EXISTING CONDITIONS SCALE: 3/16" = 1'-0" A0.5 SCALE: 3/16" = 1'-0"

ST1

RF1

EXISTING ELEVATION LEGEND: A0.5

CEM3

CEM1

rowland+broughton

28 BASEMENT FINISH 86' - 0"

VIEW_EXISTING CONDITIONS SOUTHEAST VIEW_EXISTING 2SKI ENTRY SKI ENTRY VIEW_EXISTING CONDITIONS CONDITIONS SCALE: 3/16" = 1'-0" A0.5 SCALE: 3/16" = 1'-0" A0.5 SCALE: 3/16" = 1'-0" 3

EXISTING / DEMO WEST ELEVATION

g X

A0.5

LEVEL 2 FIN 112' - 0"

f X

22 g X W

g F

60'

164' - 2 1/2"

1. PATCH AND REPAIR ALL EXISTING PAINTED STUCCO, LATH AND T.O. RIDGE VAPOR BARRIER, BACK TO SUBSTRATE, AS REQ'D BY WINDOW / 17 MTL2 architecture / urban design / interior T.O. design DOOR REPLACEMENT ETC. RIDGE REMOVE ALL EXISTING EXTERIOR STONE, LATH VAPOR 500 AND w. main st. 1830 blake st. 16 - 2" aspen, co 81611 denver, co155' 80202 5 COLUMNS BARRIER, BACK TO SUBSTRATE AT WALL BASE AND 970.544.9006 303.308.1373 INCLUDING ALL ASSOCIATED WEEPS AND FLASHING. 26 26 3. REMOVE ALL EXISTING COPPER ROOF SHINGLES, ASSOCIATED Consultants: BLOCKING AND VAPOR BARRIER, BACK TO SUBSTRATE. 29 4. REMOVE ALL EXISTING CONCRETE ROOF TILES, ASSOCIATED Issuances and Revisions: BLOCKING AND VAPOR BARRIER, BACK TO SUBSTRATE. 1 2019.06.05 SD PRICING SET 27EXISTING BLADE31 7 27 5. REMOVE ALL EXISTING SNOW RAILS AND SUPPORTS. U2 2 2019.06.26 DRB SKETCH PLAN REVIEW U2 6. REMOVE EXISTING PORTE-COCHÈRE STRUCTURE, ALONG WITH 3 2019.07.10 RFP SET ALL ASSOCIATED BUILDING FLASHING, STONE BASE COLUMNS 4 2019.08.20 FINAL DD SUBMITTAL E ETC. E E 7. REMOVE EXISTING BUILT-UP GARAGE I ENTRANCE ROOF/AWNING. I 8. REMOVE EXISTING BUILT-UP SKIER ENTRANCE ROOF/AWNING. MTL1 3 9. REMOVE EXISTING POOL ARCADE ROOF AND SHEATHING. ROOF CEM2 STRUCTURE TO REMAIN BE REUSED UPON STRUCTURAL ENGINEERING REVIEW AND APPROVAL. g 10. REMOVE ALL EXISTING STONE VENEER CLADDING AND COLUMN F SURROUND ATWPOOL ARCADE. COLUMNS TO REMAINF AND BE REF W I I USED. 11. REMOVE EXISTING PAINTED STUCCO BELLY BANDS, LATH AND VAPOR BARRIER, BACK TO SUBSTRATE. MTL3 Issuances and Revisions: 12. REMOVE ALL EXISTING CHIMNEY / PLUMBING STACK 15 1 2019.06.05 SD PRICING SET CEM3STUCCO, LATH AND VAPOR BARRIER, BACK TO SUBSTRATE. 2 2019.06.26 DRB SKETCH PLAN REVIEW 13. REMOVE ALL EXISTING CHIMNEY CAPS. EXISTING STEELRFP SET 3 2019.07.10 W W TOFINAL ACTDD ASSUBMITTAL 4 2019.08.20 H2 SUPPORTS TO BE CUT AND CAPPED AT SUBSTRATE, H2 H2 I I BASE PLATES FOR NEW CHIMNEY CAP. 5 2019.11.27 BEAVER CREEK DRB 14. REMOVE ALL EXISTING GUTTERS, DOWN SPOUTS AND ALL 6 2020.01.17 GMP PRICING SET 2020.02.26 PERMIT SET ASSOCIATED ATTACHMENTS. PATCH AND 7REPAIR ALL FINISHES 9 2020.xx.xx CONSTRUCTION TO REMAIN. DOCUMENTATION 15. REMOVE ALL EXISTING PATIO WOOD DECKS, BLOCKING AND WD1 TRIM, BACK TO SLOPED CONCRETE PAN AND STRUCTURE. 16. F REMOVE ALL EXISTING PATIO METALI AND WOOD RAILING/GUARD W F F W I RAILS. 17. REMOVE ALL EXISTING WINDOWS (RE: GENERAL NOTE D.). 18. REMOVE ALL EXISTING DOORS (RE: GENERAL NOTE E). 19. REMOVE EXISTING STUCCO FRAMED BUILD-UPS AT GABLE ENDS. 21 20. EXISTING DOOR TO REMAIN. 21. REMOVE ALL EXISTING VENTED RIDGE CAPS 19 ABOVE 22. REMOVE ALL EXISTING BUILT-UP STUCCO EYEBROWS 9 WINDOWS. 1 157' - 11" 2.

T.O. RIDGE

EXISTING / DEMO KEYNOTES:

13 12

UPS TO BE REMOVED AT GABLE ENDS ARE NON-STRUCTURAL. GENERAL CONTRACTOR TO EVALUATE CONDITION AND REMOVE CEM3 EXISTING ROOF LIFE SAFETY CABLE SYSTEM. NOTIFY OWNER AND ARCHITECT CEM3 OF CONDITION AND DETERMINE FEASIBILITY OF REINSTALLATION OF EXISTING SYSTEM ON NEW ROOF. 30 #

VIF SNOW FENCE, GUTTER, DOWNSPOUT LOCATIONS

rowland+broughton

NOTE: ALL GC PROVIDED MFR. OPTIONS TO BE REVIEWED AND APPROVED BY ARCHITECT AND OWNER

11' - 0"

ALLURA ALLURA ALLURA GC TO PROVIDE MFR. OPTION GC TO PROVIDE MFR. OPTION GC TO PROVIDE MFR. OPTION GC TO PROVIDE MFR. OPTION SIERRA PACIFIC BENJAMIN MOORE BENJAMIN MOORE DAVINCI GC TO PROVIDE MFR. OPTION TELLURIDE STONE COMPANY GC TO PROVIDE MFR. OPTION GC TO PROVIDE MFR. OPTION MONTANA TIMBER

Issuances and Revis Issuances and Revisions: 1 2019.06.05 SD PR 2019.06.05 SD PRICING 2 2019.06.26 DRBSS 2019.06.26 DRB SKETCH 3 2019.07.10 RFP S 2019.07.10 RFP SETFINAL 4 2019.08.20 2019.08.20 FINAL DD SUB 5 2019.11.27 BEAV 2019.11.27 BEAVERGMP CREE 6 2020.01.17 P

PROPOSED EXTERIO

11' - 0"

CEM1 PAINTED FR CEMENT BOARD CHIMNEY CLADDING CEM2 PAINTED FR CEMENT BOARD SIDING CEM3 PAINTED FR CEMENT BOARD FASCIA & BEAM CLADDING CONC1 EPOXY OVER CONCRETE/ STAIN TBD MTL1 COPPER GUTTER & DOWNSPOUT MTL2 HEAVY PLATE-STEEL CHIMNEY CAP & ANGLE FRAME MTL3 FACTORY FINISHED METAL RAILING MTL4 CLAD WINDOW FINISH PT1 DARK STUCCO AND PAINTED METAL TRIM FINISH PT2 LIGHT STUCCO AND PAINTED METAL TRIM FINISH RF1 COMPOSITE TILE ROOF RF2 COPPER ROOFING SHINGLES ST1 STONE VENEER SOUTH VIEW_EXISTING CONDITIONS 1 SOUTH VIEW_EXISTING STU1 CONDITIONS STUCCO - PAINTED SCALE: 3/16" = 1'-0" A0.5 SCALE: 3/16" = 1'-0" STU2 STUCCO - PAINTED WD1 WOOD SIDING

1 2 3 4 5

EXISTING / DEMOFINISH GENERAL NOTES: LIST A.

THE INFORMATION PROVIDED IS FROM A MODEL SCAN OF THE SIZE COLOR/FINISH CONTACT APPROX. LEAD TIME NOTES ORIGINAL ON-SITE CONDITIONS AND EXISTING WORKING DRAWINGS, CREATED FOR THE ORIGINAL CONSTRUCTION OF THE GRANITE GRAY, VERTICAL FINISH FOR “INFORMATION 4'W x 8'L x 5/16" THICKNESS BUILDING AND ARE STUCCO BEING PROVIDED ONLY. HEARTHSTONE, VERTICAL CEDAR GROOVE 8"W x VARIABLE ALL EXISTING CONDITIONS SHOULD FIELD VERIFIED BY THE LENGTH x 5/16" THICKNESS CONTRACTOR BEFORE HEARTHSTONE, SMOOTH FINISHPROCEEDING WITH WORK. 8"W x VARIABLE LENGTH x 5/16" THICKNESS B. ALL WALL AND ROOFING FINISHES AT AREASN/A OF DEMOLITION TO TO BE SEALED BE REMOVED BACK TO SUBSTRATE. EXISTING SUBSTRATE TO BE HERITAGE GREEN PATINA TO MATCH EXIST. 19 GAUGE INSPECTED, TO CONFIRM THAT THE EXISTING SUBSTRATE IS IN DARK BRONZE TO MATCH MTL4 WINDOW FRAME 1/4" THICK PLATE architecture / urban design / interior design STRUCTURALLY SOUND CONDITION TO ACCOMMODATE NEW TNEMICVAPOR PAINTED PER RAILING MFR. BARRIER AND PROPOSED FINISH PER MANUFACTURER 1830 blake st. 500 w. main st. WARRANTIES. BRONZE 024 N/A denver, co 80202 aspen, co 81611 C. ALLGRAY EXISTING EXTERIOR WINDOWS,N/A JAMBS, HEADERS, 303.308.1373 970.544.9006 HC-86 - REMOVE KINGSPORT SILLS AND INTERIOR WOOD TRIM, UNLESS NOTED OTHERWISE HC-80 - BLEEKER BEIGE N/A D. REMOVE ALL EXISTING EXTERIOR DOORS, JAMBS, HEADERS, CASTLETHRESHOLDS GRAY MULTI-WIDTH Consultants: AND INTERIOR WOOD TRIM, UNLESS NOTEDEVEN SHINGLE TO MATCH EXISTING INT. WOOD TRIM TO BE KEPT FOR TO MATCH EXISTING OTHERWISE. REINSTALLATION E. VALLEYS AND SCUPPERS BEAVERREMOVE CREEK ALL EXISTING ROOF FLASHING, UNCOURSED FIELD, 2" THICKNESS SOUTHEAST VIEW_EXISTING CONDITIONS 2 SOUTHEAST VIEW_EXISTING 2TO MATCH ASSOCIATED WITH CONCRETE AND COPPER3ROOF FINISHES. CONDITIONS PT1 - KINGSPORT GRAY, FINISH EXIST. COAT SCALE: 3/16" = 1'-0" A0.5 F. PROVIDE PROTECTION TO ALL ADJACENT INTERIOR FINISHES AT SCALE: 1'-0" PT2 - BLEEKER BEIGE, FINISHA0.5 TO MATCH EXIST.3/16" = 3 COAT DOOR AND WINDOW REPLACEMENT LOCATIONS. AQUAFIR BRONZE CEDAR 6 3/4"W x 8'L x 3/4" THICKNESS 8" PROFILE VERTICAL SHIPLAP G. PER EXISTING STRUCTURAL PLANS, THE STUCCO FRAMED BUILD-

MANUFACTURER

12' - 0"

front approach rendering

DESCRIPTION

14' - 0"

MARK

BASEMENT FINISH 86' - 0"

PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO ST1 PART OF THIS INFORMATION MAY BE USED WITHOUT THE? PRIOR WRITTEN

PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO.

SCALE: 3/32" = 1'-0"

existing + proposed elevations 06

PROVIDE NEW 3 COAT PAINTED HIGHLAN EXIST. SUBSTRATE. REPLACE/RE HIGHLANDS L PROVIDE NEW THIN 2” EXT. ADH TO EXIST. SUBSTRATE AND ASS PROVIDE METAL BASE FLASHING PROVIDE NEW EXT. FIRE RATED 15 AND HIGHLANDS EXIST. SUBSTRATE ASSOCI 15 HIGHLANDS LN BEAVER CREE BLOCKING AS REQ’D FOR VERTI BEAVER CREEK, CO PROVIDE NEW COPPER ROOF S REPLACE/REPAIR EXIST. SUBST PROVIDE NEW COMPOSITE ROO GRACE ULTRA ICE AND WATER S PROJECT NO: PROJECT NO:BACKING B INSULATION WITH21714 ½” 21714 ROOF ASSEMBLY). REPLACE/RE PROVIDE NEW COMPREHENSIVE EAVES, 2/3 VALLEY LENGTHS, AW SYSTEM WITH MOISTURE, SNOW SHEET TITLE: SHEET TITLE: DETERMINE ASSOCIATED ELEC. XFRMR TO MDP NOT REQ’D, GC EXISTING EXISTING PROVIDE NEW 3-PIPE SNOW FEN CONDITIO FACTORY FINISH, GALV. W/ TNEM CONDITIONS MOUNTAIN “RG10 AND RG16” SN WITH SNOW RAIL SYSTEM. SCALE: 3/16" PROVIDE TIMBER SCALE:PORTE-COCHÈ 3/16" = 1'-0" COLUMNS, SIGNAGE, ETC. PROVIDE NEW GARAGE ENTRAN COLUMNS, SIGNAGE, ETC. PROVIDE NEW SKIER ENTRANCE COLUMNS ETC. NEW HOT APPLI PROVIDE NEW AGED COPPER R SUBSTRATE AS REQUIRED. PROVIDE STEEL COLUMN FIREP PROVIDE NEW, ENCLOSED, EXT COCHÈRE WALL. PROVIDE NEW ADA COMPLIANT PROVIDE NEW 4” THICK STONE, NEW FIRE RATED, PAINTED CEM PROVIDE NEW 1/4” THICK HEAVY LEGS PER STRUCT. ENG. PROVIDE NEW 19 GAUGE COPPE AT GROUND LEVEL CONNECTIO PROVIDE NEW COMPOSITE PAT PROVIDE NEW WATER SHIELD A PROVIDE ALL NEW CODE COMP PROVIDE NEW WINDOW (RE: GE PROVIDE NEW DOOR (RE: GENE EXIST. DOOR TO REMAIN. PROVIDE NEW EXT. LED LIGHTIN PROVIDE ROOF EAVE EXTENSIO ROOF ELEMENTS, INCLUDE STR LOCATIONS AND DIMENSIONS. PROVIDE NEW DECK ROOF, SOF STRUCTURAL ELEMENTS FOR R REPLACE EXIST. GARAGE DOOR INCREASE SIZE TO 9'-0" HEIGHT, PROVIDE UNDER-EAVE / GABLE PROVIDE PERIMETER BIRD WIRE CONTRACTOR TO EVALUATE CO AS NOTED ON A2.6. RE: STRUCT STUCCO-CLAD LANDSCAPE RET EXIST. POOL RAILINGS TO REMA

A0.5 A0.5

COPYRIGHT 2020 ROWLAND + BROUG THE INFORMATION AND DESIGN INTEN COPYRIGHT 2020 PROPERTY ROWLAND + BROUGHTON ARCHITECT OF ROWLAND+BROUGHTO THE INFORMATION ANDOF DESIGN INTENT CONTAINED ON PART THIS INFORMATION MAY BE U PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE PERMISSION OF ROWLAND+BROUGHT PART OF THIS INFORMATION MAY BE USEDARCHITECTU WITHOUT TH ROWLAND+BROUGHTON PERMISSION OF ROWLAND+BROUGHTON ARCHITECTUR COMMON LAW STATUTORY AND OTHER ROWLAND+BROUGHTON ARCHITECTURE AND URBAN D THERETO. COMMON LAW STATUTORY AND OTHER RESERVED RIG THERETO.

NEW

EXIST.

NEW

APPROX. 6" EXTENSION EITHER SIDE, V

WEATHER RESISTANT BARRIER, MIN. 6" LAP

WEEP SCREED OR STUCCO JBEAD W/ INTEGRAL WEEP

CONC. TYP. BELLY BAND W/ INTEGRATED BLIND MOUNT

500 w. main st. aspen, co 81611 970.544.9006

Z-CLIP HANGER PER MFR

1830 blake st. denver, co 80202 303.308.1373

Consultants:

CONC. BELLY BAND W/ INTEGRATED BLIND MOUNT

15°

Z-CLIP MOUNT PER MFR

8" MIN.

0'-8" MIN.

COPPER FLASHING WITH DRIP EDGE - WRAP BEHIND STONE BELLYBAND

SELF-ADHERED SHEET WATERPROOFING MEMBRANE, MIN. 6" LAP

ASSUMED (E) CONDITION - V.I.F. INTERIOR

W2 W2 A7.1 A7.1

0'-1 1/2"

INTERIOR INTERIOR

STUCCO BEAM FLASHING 6 STUCCO STUCCO DEMOLITION DEMOLITION AT WINDOW AT WINDOW REPLACEMENT REPLACEMENT DETAIL DETAIL A7.08

DECK DETAIL @BAND TYP. FASCIA BELLY BELLY BAND AT STUCCO AT STUCCO WALL WALL 2DECK 2 EDGE

1' - 1"

TO FACE OF FASCIA 0' - 4" 0' - 8" FIN

EAVE

2 OVER STACKED 2x10, EDWOOD TRIM

STEEL EXTENSION PER STRUCTURAL

2" '-0"= 1'-0"

D COPPER ROOFING GLE

2B A7.05

EXTERIOR 5/4 X 5/4 8" ALLURA X 8" ALLURA TRIM TRIM FASCIA FASCIA NOTCHED NOTCHED AROUND AROUND BEAMBEAM

EXTERIOR

SLOPE - RE: ROOF PLAN

T. SELF-ADHERED SHEET ERLAYMENT (GRACE ULTRA ND WATER SHIELD OR SIM.)

NEW NEW CFS FRAMING CFS FRAMING AND AND SHEATHING SHEATHING AS REQUIRED AS REQUIRED 0'-4" 0'-4"

EXTERIOR SLOPE - RE: ROOF PLAN

WEATHER WEATHER BARRIER BARRIER WRAPS WRAPS BEAMBEAM EXTENSION EXTENSION

A7.05

SCALE: A7.06

COPPER RIDGE FLASHING CAP

technical documentation

ELT FIRE RESISTANT ERLAYMENT ROOFING MFR

0'-3"

0'-2"

STUCCO STUCCO TERMINATION TERMINATION

SHEET METAL CLOSURE SET IN BUTYL TAPE SEALANT COPPER ROOFING AGEDAGED COPPER ROOFING SHINGLE DOUBLE LAYER OF TYP. SHINGLE UNDERLAYMENT, MIN 18" EITHER 30# FELT FIRE RESISTANT SIDE OF RIDGE UNDERLAYMENT 30# FELT RESISTANT RE: FIRE ROOFING MFR SOLID PT WD BLOCKING AT RIDGE UNDERLAYMENT CONT. SELF-ADHERED SHEET FIRE RESISTANT RE: ROOFING MFR 30# FELT UNDERLAYMENT (GRACE ULTRA UNDERLAYMENT CONT.ICE SELF-ADHERED SHEET AND WATERRE: SHIELD OR SIM.) ROOFING MFR UNDERLAYMENT (GRACE ULTRA CONT. SHEET ICE AND WATER SHIELD OR SELF-ADHERED SIM.) UNDERLAYMENT (GRACE ULTRA ICE AND WATER SHIELD OR SIM.) 1/2" EXTERIOR PLYWOOD SHEATHING EXTERIORRE: PLYWOOD 1/2" FIRE RATED1/2" SUBSTRATE

2A A7.05

SCALE: 1 1/2" = 1'-0"1 1/2" = 1'-0"

EXTERIOR

SHEET TITLE:

15°

CONT. SELF-ADHERED SHEET

SELF-ADHERED SELF-ADHERED SHEET SHEET UNDERLAYMENT (GRACE ULTRA (e) 2x2x1/8 STL ANGLE WATERPROOFING WATERPROOFING ICE AND WATER SHIELD OR SIM.) MEMBRANE, MEMBRANE, MIN 6"MIN LAP 6" LAP (e) 5/8" GYP BD SHEATHING SOLID PT WD BLOCKING AT RIDGE (e) 3 5/8 STLNEW STUDS, CFSANCHORED FRAMING AND TO STL ANGLE SHEATHING AS REQUIRED 0'-1" 0'-1" Z CHANNEL Z CHANNEL DRIP DRIP EDGEEDGE WEATHER BARRIER WRAPS STL FRAMING. STL FRAMING. PROVIDE PROVIDE GABLE EXTENSION BRACING BRACING AS REQUIRED AS REQUIRED

EXTERIOR DETAILS 1'-3" V.I.F. FACE OF SHEATHING TO FACE OF RAKE FRAMING

INTERIOR

EXPOSED DOUBLE 4/4 x 5" ALLURA TRIM TRIM W/ BACKER W/ BACKER ROD ROD AND AND WEATHER BARRIER WRAPS TRIM AT 4FT ON CTR. APPLIED WEATHER BARRIER WRAPS SEALANT STEEL FRAMING, 2x8 CONT.SEALANT GABLE(e) EXTENSION RAFTER BEYOND GABLE EXTENSION PLYWOOD BLOCKING, 3/4" 4/4 x 12" ALLURA TRIM SUB FASCIA PLYWOOD SHEATHING 5/16" ALLURA TRADITIONAL BIRD SCREENING INTERIOR PANEL 8" GROOVE 5/16" ALLURA TRADITIONAL INTERIOR NOTE: EXISTING CEILING STRUCTURE BELOW 5/4 x 10" ALLURA TRIM FRIEZE PANEL 8" GROOVE (e) STUCCO FINISH EXISTING DECK NOT SHOWN FOR CLARITY. STUCCO BEAM BEAM EXTENSION EXTENSION STUCCO BEAM BEAM FLASHING FLASHING 5 5 STUCCO 6 6 STUCCO EXTERIOR FINISH VARIES, RE: ALL CONSTRUCTUION IS NEW U.N.O. INTERIOR Issuances and Revisions: EXTERIOR ELEVATIONS & ASSEMBLIES SCALE: 1 1/2"1=1/2" 1'-0"= 1'-0" SCALE: 3" = 1'-0" 3" = 1'-0" A7.08 A7.08 SCALE: A7.08 A7.08 SCALE: 5 2019.11.27 BEAVER CREEK DRB EXISTING 5/8" TYPE X EXTERIOR 6 2020.01.17 GMP PRICING SET GYP. SHEATHING TO REMAIN 7 2020.02.26 PERMIT SET ROOFDETAIL DETAIL- ROOF- DETAIL NEW ROOF DETAIL EXISTING ROOF ROOF DETAIL 9 2020.xx.xx CONSTRUCTION COMPOSITE TILE ROOF RIDGE COMPOSITE TILE ROOF RIDGE @ GABLE EXTENSION DOCUMENTATION COMPOSITE TILE COMPOSITE DORMER TILE ROOF ROOF RAKEEAVE EXTENSION EXTENSION COMPOSITE TILE ROOF EAVE EXTENSION 1 2 1A 1B 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1'-0" A7.061 1/2" =SCALE: A7.05

5/4 X 5/4 8" ALLURA X 8" ALLURA TRIM TRIM (e) CONCRETE TILE MFRROOFING STANDARD 7"ON RIDGE CAP EXTERIOR 2x4s ON 2x4(EA (ONSIDE). EDGE) BATTENS INSTALL PER MFR SHEET 5/4SELF-ADHERED X 8"SELF-ADHERED ALLURA TRIM SHEET ON WP MEMBRANE GYP RECS ON 5/8"WATERPROOFING FASCIAWATERPROOFING NOTCHED AROUND BD SHEATHING ON 1.5" STEEL SELF-ADHERED HIGH-TEMP MEMBRANE, MEMBRANE, MIN 6"MIN LAP 6" LAP BEAM R1 BUTYL RUBBER COUNTER 5/16" 5/16" ALLURA ALLURA TRADITIONAL TRADITIONAL EXTERIOR FLASHING, MIN 3" A7.1 (e) COPPER FLASHING NEW PANEL PANEL 8" GROOVE 8" GROOVE FASCIA FASCIA CFS FRAMING AND SHEATHING AS REQUIRED 0'-4" COMPOSITE ROOFING DA VINCI COPPER COPPER FLASHING FLASHING W/ W/ TILE SEALANT SEALANT (e) 2x12 OVER STACKED 2x10, 2x12 REDWOOD TRIM

30# FELT FIRE RESISTANT WEATHER BARRIER UNDERLAYMENT -WRAPS BEAM RE: ROOFING MFREXTENSION

NEW CFS FRAMING AND 3/4" FRT PLYWOOD SUBSTRATE SHEATHING AS REQUIRED 5/16" ALLURA TRADITIONAL PANEL NO GROOVE

SCALE: As indicated

A7.08

8 EXTERIOR A7.08

5/16" 5/16" ALLURA ALLURA TRADITIONAL TRADITIONAL ALLURA TRADITIONAL (e) 1x6 T&G 5/16" REDWOLD SIDING PANEL PANEL 8" GROOVE 8" GROOVE 5/16" ALLURA TRADITIONAL PANEL 8" GROOVE OVER 5/8" GYP BD SHEATHING INTERIOR PANEL 8" GROOVE BACKER BACKER ROD ROD AND SEALANT AND SEALANT

NEW ROOF DETAIL DECK DECK DETAIL DETAIL COMPOSITE TILE DORMER BEAM EXTENSION DECK EDGE EDGE @ TYP. @ TYP. FASCIA FASCIA 7 DECK COPYRIGHT 2020 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO

ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO.

SHEET METAL CLOSURE SET IN BUTYL TAPE SEALANT

0'-6" T.O. VALLEY

SNOW FENCE SYSTEM SELF-ADHERED HIGH-TEMP BUTYL COMPATIBLE W/ ROOFING. RUBBER COUNTER FLASHING VERIFY W/ MANUFACTURER AS APPROVED BY OWNER AND ARCHITECT.30# FELT FIRE RESISTANT UNDERLAYMENT RE: ROOFING 2-1/4" DIA. SNOW RAIL PERMFR STRUCT. DOUBLE LAYER OF TYP.

UNDERLAYMENT, MIN 18" EITHER 1/2" THK, POWDER SIDE OFCOATED RIDGE STEEL SNOW FENCE BRACKET PER STRUCT. COLOR TO MATCH SHEET CONT. SELF-ADHERED ROOF TILE. UNDERLAYMENT (GRACE ULTRA

AGED COPPER ROOFING SHINGLE

EXTERIOR SLOPE - RE: ROOF PLAN

30# FELT FIRE RESISTANT UNDERLAYMENT RE: ROOFING MFR CONT. SELF-ADHERED SHEET UNDERLAYMENT (GRACE ULTRA ICE AND WATER SHIELD OR SIM.)

NOTE: EXIST ALL CO

ROOF DETA NEW ROOF DETAIL COMPOSIT TILE D 4COMPOSITE

SCALE: A7.05 A7.06

SCALE: 1 1/2" = 1'-0"1 1/2" = 1'-0"

"V" SHAPED VALLEY FLASHING PER MFR RECS

R1 A7.1

INTERIOR

PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN SCALE: 1 1/2" = 1'-0" PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN.

SCALE: 1 1/2"1=1/2" 1'-0"= 1'-0" A7.08 A7.08 SCALE:

EXISTINGROOF ROOFDETAIL DETAIL- COMPOSITE TILE ROOF GABLE EXTENSION COMPOSITE TILE DORMER ROOFRIDGE RAKE @ EXTENSION 3 SCALE: A7.06

SCALE

HIGHLANDS LODGEDECK

PROJECT NO: 21714

SOLID PT WD BLOCKING AT RIDGE 1/4" BACKER 1/4" BACKER ROD ROD WITHWITH SEALANT SEALANT 5/4 x 10" ALLURA TRIM FASCIA

STUC

COPPER COPPER FLASHING FLASHING

15 HIGHLANDS LN BEAVER CREEK, CO

CONT. SELF-ADHERED SHEET UNDERLAYMENT (GRACE ULTRA ICE AND WATER SHIELD OR SIM.) STUCCO STUCCO CAPTURE CAPTURE WEATHER BARRIER WRAPS INTERIOR EAVE EXTENSION

0'-5"

0'-1 1/2"

ETAIL IL YTRY SLAB SLAB RE-WATERPROOF RE-WATERPROOF

STACKED 5/4 X 8" ALLURA Consultants: TRIM SUB FASCIA CONT. SELF-ADHERED SHEET HIGHHIGH TEMP. TEMP. SELF-ADHERED SELF-ADHERED UNDERLAYMENT (GRACE ULTRA SHEET SHEET WATERPROOFING WATERPROOFING ICE AND WATER SHIELD OR SIM.) MEMBRANE MEMBRANE NEW CFS FRAMING AND SHEATHING AS REQUIRED 2x6 REDWOOD TRIM BACKER BACKER ROD ROD AND SEALANT AND SEALANT SOLID PT WD BLOCKING AT EDGE AT DRIP AT DRIP EDGE COPPER INSECT SCREEN RIDGE J TRIM J TRIM WITHWITH WEEPWEEP BEAM EXTENSION BEYOND (e) 2x2 TRIM, FLASHING ASSUMED

5 A7.08 HIGHHIGH TEMPERATURE TEMPERATURE SELF-SELFADHERED ADHERED FLEXIBLE FLEXIBLE FLASHING FLASHING

R1 A7.1

30# FELT FIRE RESISTANT COPPER FLASHING UNDERLAYMENT W/ DRIP EDGE (MIN 3" RE: ROOFING MFR DEPTH)

2'-0" STUCCO BEAM

DRAIN DRAIN MATTMATT - TIE TO - TIE EXISTING TO EXISTING DRAINAGE DRAINAGE CONDITION CONDITION

INTERIOR

architecture / urban design / interior design

2'-0" STUCCO BEAM

GYP BD SHEATHING

INTERIOR INTERIOR

FLOOR DETAIL ENTRY SLAB RE-WATERPROOF BELLY BAND BAND AT TRUNCATED AT TRUNCATED WALL WALL 3 SKIER 3 BELLY

CONT. SELF-ADHERED SHEET DA VINCI COMPOSITE ROOFING HIGH HIGH TEMP. TEMP. SELF-ADHERED SELF-ADHERED UNDERLAYMENT (GRACE ULTRA ICE SHEET WATERPROOFING WATERPROOFING AND WATERTILE SHIELD OR SIM.) SHEET MEMBRANE MEMBRANE SELF-ADHERED HIGH-TEMP BUTYL SEALANT AS REQUIRED AS REQUIRED RUBBER COUNTER FLASHING SEALANT

rowland+broughton

BRACING BRACING AS REQUIRED AS REQUIRED RE: ROOFING MFR

x1/8 STL ANGLE

T&G REDWOLD SIDING 5/8" GYP BD SHEATHING

PER PLAN EXTENSION PER PLAN

500 w. main st. 1830 blake st. 30# FELT FIRE RESISTANT 5/4 X 10" ALLURA TRIM aspen, co 81611 denver, co 80202 STL STL FRAMING. PROVIDE PROVIDE 303.308.1373 UNDERLAYMENT - FRAMING. FASCIA 970.544.9006

EXISTING EXISTING COMPOSITE COMPOSITE CONCRETE CONCRETE DECKDECK

8 STL STUDS, ANCHORED L ANGLE

ASSUMED ASSUMED (E) CONDITION (E) CONDITION - V.I.F.- V.I.F. EXTERIOR EXTERIOR INTERIOR

STUCCO STUCCO MFR STANDARD 7" RIDGE CAP EXTERIOR (EA SIDE). INSTALL PER MFR J TRIM J TRIM WITHWITH WEEP WEEP RECS EXTERIOR SELF-ADHERED 30# FELT FIRE RESISTANT HIGH-TEMP BUTYL- RUBBER COUNTER UNDERLAYMENT COPPER COPPER FLASHING FLASHING WITHWITH DRIP DRIP EDGEEDGE FLASHING, MIN 3" SLOPE RE: ROOFING MFR SLOPE 1/2" PER 1/2" FT PER FT

Sim

6 EXTERIOR STANDARD 7"6 RIDGE CAP CONT. SELF-ADHEREDMFR SHEET EXTERIOR GRID A7.08PER A7.08 (EA SIDE). INSTALL MFR UNDERLAYMENT (SIM TO R1 RECS VAPROSHIELD SLOPESHIELD A7.1 PLUS) SELF-ADHERED HIGH-TEMP (e) CONCRETE ROOFING TILE ON BUTYL RUBBER COUNTER SLOPE - RE: ROOF PLAN 2x4s ON 2x4 (ON EDGE) BATTENS SELF-ADHERED BUTYLFLASHING, RUBBER MIN 3" ON WP MEMBRANE ON 5/8" GYP COUNTER FLASHING ASSUMED (E) CONDITION. (E) CONDITION. VIF VIF BD SHEATHING ON 1.5" STEEL ASSUMED DECK COPPER FLASHING DA VINCI COMPOSITE ROOFING TILE

1'-3" 0'-4 1/2 " 0'4 1/2 "

1'-6"

PPER FLASHING

Sim

EXTERIOR REPLACE REPLACE WP MEMBRANE, WP MEMBRANE, CARRY CARRY UP WALL UP EXTERIOR WALL 18" MIN, 18" DOWN MIN, DOWN GRID FOUNDATION FOUNDATION WALLWALL 24" MIN 24" MIN R1 EXTERIOR EXIST. A7.1 EXIST. PLAZA PLAZA ELEVATION ELEVATION VIF VIF

SELF-ADHERED SELF-ADHERED SHEET SHEET WATERPROOFING WATERPROOFING MEMBRANE, MEMBRANE, MIN. 6" MIN. LAP 6" LAP

INTERIOR INTERIOR

EXTERIOR WEATHER WEATHER RESISTANT RESISTANT BARRIER. BARRIER. LAP AND LAP TAPE AND TAPE SEAMS, SEAMS, LAP FLASHING LAP FLASHING MIN MIN 6" 6"

NEW NEW CONCRETE CONCRETE TOPPING TOPPING SLAB,SLAB, SLOPED SLOPED 1/8" / 1/8" FT / FT

NCRETE ROOFING TILE ON N 2x4 (ON EDGE) BATTENS MEMBRANE ON 5/8" GYP EATHING ON 1.5" STEEL

COPPER COPPER FLASHING FLASHING WITHWITH DRIP DRIP EDGEEDGE - WRAP - WRAP BEHIND BEHIND STONE STONE BELLYBAND BELLYBAND DRAIN MATT - TIE TO EXISTING STUCCO STUCCO J-BEAD J-BEAD CAPTURE CAPTURE TRIM.TRIM. DRAINAGE CONDITION W/ SEALANT W/ SEALANT

SCALE: 1 1/2" = 1'-0" A7.08 A7.08 SCALE: 1 1/2"1=1/2" 1'-0"= 1'-0" A7.08 SCALE:

SCALE: 1/2" SCALE: = 1'-0" 1 1/2"1=1/2" 1'-0"= 1'-0" A7.08 A7.08 A7.081SCALE:

SCALE: 3" = 1'-0"

PAVERS PAVERS OVEROVER SANDSAND SETTING SETTING BED BED

1 .1

CONC. CONC. BELLY BELLY BANDBAND W/ W/ INTEGRATED INTEGRATED BLINDBLIND MOUNT MOUNT

2'-0"

WEEPWEEP SCREED SCREED OR STUCCO OR STUCCO JJBEADBEAD W/ INTEGRAL W/ INTEGRAL WEEPWEEP EXIST. PLAZA ELEVATION COPPER FLASHING FLASHING W/ SEALANT W/ SEALANT VIFCOPPER

EXISTING COMPOSITE Z-CLIP Z-CLIP MOUNT MOUNT PER MFR PER MFR CONCRETE DECK

STUCCO STUCCO J-BEAD J-BEAD CAPTURE CAPTURE TRIM.TRIM. W/ SEALANT W/ SEALANT 0'-1" Z CHANNEL DRIP EDGE SELF-ADHERED SELF-ADHERED SHEET SHEET STL FRAMING. PROVIDE WATERPROOFING WATERPROOFING MEMBRANE, MEMBRANE, BRACING MIN. AS REQUIRED 6" MIN. LAP 6" LAP 5/16" ALLURA TRADITIONAL PANEL 8" GROOVE EXTERIOR EXTERIOR BACKER ROD AND SEALANT

File Path: Plot Date:

WEATHER WEATHER RESISTANT RESISTANT REPLACE WPBARRIER, MEMBRANE, BARRIER, MIN. 6" MIN. LAP 6" LAP CARRY UP WALL 18" MIN, DOWN FOUNDATION WALL 24" MIN

0'-1 1/2"

0'-8" MIN.

6" LAP

CONTRACTOR CONTRACTOR TO ENSURE TO ENSURE STUCCO STUCCO 1/4" BACKER ROD PROVIDES WITH ADEQUATE SEALANT DEMOLITION PROVIDES DEMOLITION ADEQUATE SPACE FOR MIN. LAP (E)OF (E) SPACE FOR 6" MIN. 6"OF LAP WEATHER BARRIER TO (N) FLASHING WEATHER BARRIER TO (N) FLASHING

SCALE: 1/2" =1/2" 1'-0"= 1'-0" A7.08 A7.08 SCALE:

NEW CONCRETE TOPPING SLAB, SLOPED 1/8" / FT

SELF-ADHERED SHEET WATERPROOFING COPPER COPPER WITHWITH DRIP DRIP MEMBRANE, MIN 6"FLASHING LAP FLASHING EDGEEDGE - WRAP - WRAP BEHIND BEHIND STONE STONE BELLYBAND BELLYBAND

STUCCO CAPTURE

STUCCO TERMINATION NOTE: NOTE: TRIM W/ BACKER ROD AND MIN. 8" MIN. STUCCO 8" STUCCO DEMOLITION DEMOLITION AT WINDOWS AT WINDOWS TO BETO REVIEWED BE REVIEWED AND APPROVED AND APPROVED BY WATER BY WATER SEALANTPROOF MEMBRANE INSTALLER AFTER COMPLETION OF INVESTIGATIVE DEMOLITION. PROOF MEMBRANE INSTALLER AFTER COMPLETION OF INVESTIGATIVE DEMOLITION. WINDOW MANUFACTURER TO ASSES AND APPROVE WINDOW FLASHING WINDOW MANUFACTURER TO ASSES AND APPROVE WINDOW FLASHING AND AND INSTALLATION REQUIREMENTS AND UPHOLD ALL WARRANTIES. INSTALLATION REQUIREMENTS AND UPHOLD ALL WARRANTIES.

ENSION

F3 A7.1

Z-CLIP Z-CLIP HANGER HANGER PER MFR PER MFR

0'-8" MIN. 0'-8" MIN.

J TRIM WITH WEEP

PAVERS OVER SAND SETTING BED

EXTERIOR

SELF-ADHERED SHEET WATERPROOFING MEMBRANE, MIN 6" LAP WEEP SCREED OR STUCCO JWEEP SCREED OR STUCCO JBEADBEAD W/ INTEGRAL WEEPWEEP W/ INTEGRAL 5/16" ALLURA TRADITIONAL PANEL 8" GROOVE FASCIA COPPER COPPER FLASHING FLASHING W/ SEALANT W/ SEALANT COPPER FLASHING W/ SEALANT CONC. CONC. TYP. BELLY TYP. BELLY BANDBAND W/ W/ INTEGRATED INTEGRATED BLINDBLIND MOUNT MOUNT 2'-0" ALLURA (5/16") PANEL TRADITIONAL

BACKER ROD AND SEALANT AT DRIP EDGE

SCALE: 1/2" = 1'-0"

NEW NEW

W2 W2 A7.1 A7.1

WEATHER RESISTANT WEATHER RESISTANT 5/4 X 8" ALLURA TRIM BARRIER, MIN. 6" LAP BARRIER, MIN. 6" LAP

C:\Users\zcarson\Documents\21904_HIGHLANDS LODGE_CENTRAL_zachary.carson.rvt 5/28/2020 10:56:18 AM

0'-8" MIN. 0'-8" MIN. HIGH TEMP. SELF-ADHERED SHEET WATERPROOFING MEMBRANE

2'-0" STUCCO BEAM

HIGHHATCH TEMP. SELF-ADHERED HATCH DENOTES DENOTES MINIMUM MINIMUM STUCCO STUCCO SHEET WATERPROOFING REPLACEMENT AREAAREA SURROUNDING REPLACEMENT SURROUNDING MEMBRANE NEW WINDOW. ANY CONDITION WHERE NEW WINDOW. ANY CONDITION WHERE 8" OFFSET IS NOT TO BETO BE 8" OFFSET IS ACHIEVABLE NOT ACHIEVABLE SEALANT AS REQUIRED COORD. WITHWITH ARCHITECT COORD. ARCHITECT

EXIST. W1 EXIST. A7.1

COPPER FLASHING

6" LAP

2'-0"

ASSUMED (E) CONDITION. VIF

STL FRAMING. PROVIDE BRACING AS REQUIRED

NEW NEW

STUCCO APPROX. APPROX. LOCATION LOCATION OF STUCCO OF STUCCO HEADER TO BETO REMOVED. BUILDUP HEADER BE REMOVED. BUILDUP J TRIM WITH WEEP ASSUMED TO BETO 2xBE LAYERS 5/8" GYP. ASSUMED 2x LAYERS 5/8" GYP. BOARD SHEATHING DIRECT FASTENED BOARD SHEATHING DIRECT FASTENED TO EXTERIOR WALLWALL SHEATHING LAYER. TO EXTERIOR SHEATHING LAYER. COPPER FLASHING WITH DRIP EDGE SLOPE 1/2" PER FT

A7.08

HIGH TEMPERATURE SELFADHERED FLEXIBLE FLASHING

15°

VARIES VARIES PER WINDOW PER WINDOW APPROX. APPROX. 6" EXTENSION 6" EXTENSION EITHER EITHER SIDE,SIDE, VIF VIF

EXIST. EXIST.

STUCCO DEMOLITION AT WINDOW REPLACEM

1 A7.08

SCALE: 1 1/2" = 1'-0"

WEATHER RESISTANT BARRIER. LAP AND TAPE SEAMS, LAP FLASHING MIN 6"

Sim

BELLY BAND AT TRUNCATED WALL

3 A7.08

SCALE: 1 1/2" = 1'-0"

NOTE: MIN. 8" STUCCO DEMOLITION AT WINDOWS TO BE REVIEWED PROOF MEMBRANE INSTALLER AFTER COMPLETION OF INVE WINDOW MANUFACTURER TO ASSES AND APPROVE WINDO INSTALLATION REQUIREMENTS AND UPHOLD ALL WARRANT

Issuances and Revisions: 2019.11.27 BEAVER CREEK DRB 2020.01.17 GMP PRICING SET 2020.02.26 PERMIT SET 2020.xx.xx CONSTRUCTION DOCUMENTATION

1'-6"

BELLY BAND AT STUCCO WALL

A7.08

5 6 7 9

6" LAP

skier entry rendering

EXTERIOR

6" LAP

EXTERIOR

8" GROOVE

INTERIOR

Y WATER TION.

0'-8" MIN.

STUCCO J-BEAD CAPTURE TRIM. W/ SEALANT

2'-0"

CONTRACTOR TO ENSURE STUCCO DEMOLITION PROVIDES ADEQUATE SPACE FOR MIN. 6" LAP OF (E) WEATHER BARRIER TO (N) FLASHING

8" GROOVE

COPPER FLASHING WITH DRIP EDGE - WRAP BEHIND STONE BELLYBAND

1'-6"

architecture / urban design / interior design

COPPER FLASHING W/ SEALANT 6" LAP

6" LAP

HATCH DENOTES MINIMUM STUCCO REPLACEMENT AREA SURROUNDING NEW WINDOW. ANY CONDITION WHERE 8" OFFSET IS NOT ACHIEVABLE TO BE COORD. WITH ARCHITECT

rowland+broughton

WEEP SCREED OR STUCCO JBEAD W/ INTEGRAL WEEP

COPPER FLASHING W/ SEALANT

2'-0" ALLURA (5/16") PANEL TRADITIONAL 2'-0" ALLURA (5/16") GROOVE 8" TRADITIONAL PANEL

APPROX. LOCATION OF STUCCO HEADER TO BE REMOVED. BUILDUP ASSUMED TO BE 2x LAYERS 5/8" GYP. BOARD SHEATHING DIRECT FASTENED TO EXTERIOR WALL SHEATHING LAYER.

VARIES PER WINDOW

W2 A7.1

WEATHER RESISTANT BARRIER, MIN. 6" LAP

0'-1 1/2"

W2 A7.1

2'-0"

EXIST.

1 1/2" 1SCALE: 1/2" = 1'-0"

ST1

BASEMENT FINISH 86' - 0"

ENLARGED ELEVATION - PORT COCHERE - N

PC2

5 A6.11

PCA A6.20 WD1

5 A6.11

PCA

4 A6.20

30'-0"

PCA PCB A6.11

WD1-A

PCB

PC3

RF2

PCB

30'-0"

PC1

PCA

PC2 4 A6.20

4 A6.20

PCA

5 A6.11

RF2

PC1

5 A6.11

PCA

4 A6.20

PCA PCB A6.11

PCB

WD1-A WD1

STU2

3 A6.11

8210'-0" LEVEL 1 FIN 100' - 0"

APPLY NEW STONE CLADDING AND CAP WD1 TO EXISTING RETAINING WALL. STONE/CAP TO MATCH INSTALLATION AT NEW ENTRANCE PLANTER BED.

7'-0"

15'-0"

3 A6.11

15'-0"

RF2

15'-0" 7'-0" 15'-0"

T.O. FINISH

EXTERIOR, WALL MOUNTED, STEP LIGHT. FIXTURE TBD

ST3

PC01

PC02

RECESSED RECESSED STEP/WALL STEP/WALL LIGHT LIGHT

ST1

RECESSED STEP/WALL LIGHT

PC02

6:12

PC02

D. E. F.

G. H. I. J. K. L. M. N. O. P. Q. R. S.

PROPOSED EXTERIOR IMPROVEMENT KEYNOTES:

PROVIDE NEW 3 COAT STUCCO W/ INTEGRAL PAINT FINISH ON METAL LATH, ON VAPOR BARRIER, TO EXIST. SUBSTRATE. REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. STUCCO TO BE APPLIED PER MFR'S SPECS, G.C. TO PROVIDE ON-SITE FOR INSPECTION 2. PROVIDE NEW THIN 2” EXT. ADHERED STONE VENEER, INCLUDING CORNER STONES, ON METAL LATH, ON VAPOR BARRIER BACKED DRAIN MAT, TO EXIST. SUBSTRATE AND ASSOCIATED WEEPS AND FLASHING. REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. PROVIDE COPPER BASE FLASHING AND BUILD-OUT AT ALL BASE DETAILS BELOW STONE. 3. PROVIDE NEW EXT. FIRE RATED MONTANA TIMBER WOOD SIDING OR SIM, ON VAPOR BARRIER BACKED DRAIN MAT VEL 4 FIN TO EXIST. SUBSTRATE AND ASSOCIATED WEEPS AND FLASHING. REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. 134' - 0" BLOCKING AS REQ’D FOR VERTICAL SIDING, RE: ELEVS. 4. PROVIDE NEW AGED 20 OZ. COPPER ROOF SHINGLES, ASSOCIATED BLOCKING AND VAPOR BARRIER, TO EXIST. SUBSTRATE REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. 5. PROVIDE NEW COMPOSITE ROOF TILE, “DAVINCI, MULTI-WIDTH EVEN SHINGLE”, ASSOCIATED BATTENS AS REQUIRED, GRACE ULTRA ICE AND WATER SHIELD, ON 2 LAYERS OF STAGGERED SANDWICHED 4” POLYISO RIDGED INSULATION WITH ½” BACKING BOARDS TO ORIGINAL SUBSTRATE ON ½” METAL DECK PER STRUCT ENG. VEL 3 FIN (WARM ROOF ASSEMBLY). REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. 123' - 0" 6. PROVIDE NEW COMPREHENSIVE ROOF ICE MELT SYSTEM, SIMILAR TO RAYCHEM NVENT RIM SYSTEM TO ALL ROOF EAVES, 2/3 VALLEY LENGTHS, AWNINGS, GUTTERS AND DOWN PIPES. INCLUDE HIGH PERFORMANCE CONTROL SYSTEM WITH MOISTURE, SNOW AND TEMP SENSORS AT MINIMUM. ELEC. ENGINEER AND G.C. TO CONFIRM EXIST. ELEC. PANEL SIZING TO DETERMINE ASSOCIATED ELEC. WORK / NEED FOR NEW ELEC. PANELS. ASSUMED UPGRADED SERVICE FROM XFRMR TO MDP NOT REQ’D, ELEC. ENGINEER AND G.C. TO VERIFY. 7. PROVIDE NEW 3-PIPE SNOW FENCE SYSTEM, ATTACHED TO EXIST. STRUCTURE PER STRUCTURAL ENGINEER. VEL 2 FIN POWDER COATED FACTORY FINISH W/ MESH. PROVIDE NEW SNOW GUARDS SIMILAR TO ROCKY MOUNTAIN “RG10 112' - 0" AND RG16” SNOW GUARDS, PER ROOFING MANUFACTURER SPECIFICATIONS. LAY OUT IN COORD. WITH SNOW RAIL SYSTEM. 8. PROVIDE PORTE-COCHÈRE STRUCTURE, ALONG WITH ALL ASSOCIATED BUILDING FLASHING, STONE BASE COLUMNS, SIGNAGE, ETC. 9. PROVIDE NEW GARAGE ENTRANCE AWNING, ALONG WITH ALL ASSOCIATED BUILDING FLASHING, STONE BASE COLUMNS, SIGNAGE, ETC. 8210'-0" 10. PROVIDE NEW SKIER ENTRANCE AWNING, ALONG WITH ALL ASSOCIATED BUILDING FLASHING, STONE BASE VEL 1 FIN COLUMNS ETC. NEW HOT APPLIED WATERPROOFING AND CONCRETE TOPPING SLAB AT ENTRANCE. 100' - 0" 11. PROVIDE NEW 20 OZ. AGED COPPER ROOF AND VAPOR BARRIER TO EXISTING SUBSTRATE AT POOL ARCADE, A. REPLACE REPAIR EXISTING SUBSTRATE AS REQUIRED. NOTES CONTACT APPROX. LEAD/ TIME 12. PROVIDE STEEL COLUMN FIREPROOFING TO MATCH EXIST. FIREPROOFING AND REVISED SURROUND/STONE BASE DETAILING AT POOL ARCADE. 13. NOT USED. SS 14. PROVIDE NEW ADA COMPLIANT ENTRANCE RAMP, HANDRAIL, 2” THK. STONE VENEER CONCRETE PLANTER BED.B. SS C. 15. PROVIDE NEW 4” THICK CAST STONE, 15DEG SLOPED BELLY BAND. TO MATCH NEW FIELDSTONE COLOR NT FINISH 16. NEW STUCCO SYSTEM ON CHIMNEY. EVALUATE VAPOR BARRIER AND SUBSTRATE, PATCH AND REPAIR IF 86' - 0" REQUIRED. 17. PROVIDE NEW 1/4” THICK HEAVY STEEL PLATE CHIMNEY CAPS WELDED TO STEEL TUBE/ANGLE FRAME & SUPPORT D. LEGS PER STRUCT. ENG. 18. PROVIDE NEW 20 OZ COPPER GUTTER, DOWN SPOUT, STRAPPING AND BRACKETS WITH 32 OZ ADAPTORS AT E. GROUND LEVEL AT ALL (E) DOWNSPOUT LOCATIONS. CONNECT (N) D.S. TO (E) PERIMETER SITE DRAINAGE. 19. PROVIDE NEW COMPOSITE PATIO DECKING, FIBERON HORIZON OR SIM, BLOCKING AND TRIM. 20. PROVIDE NEW WATER SHIELD AND FLASHING TO SHEET FLOW WATER TO NEW COPPER SCUPPERS AT PATIOS. F. GABLE 21. PROVIDE ALL NEW CODE COMPLIANT CLASS I, FACTORY FIN. PATIO RAILING/GUARD RAILS W/ POWDER COAT PAINT FIN. 22. PROVIDE NEW WINDOW (RE: GENERAL NOTE D). FULLY(RE: GROUTED - RAKED JOINT. ALTERNATE STONE VENEER BY BERICH MASONRY G. 23. PROVIDE NEW DOOR GENERAL NOTE GROUT F). H. 24. EXIST. DOOR TO SNAPPED REMAIN. EDGES 25. PROVIDE NEW EXT. LED LIGHTING, FIXTURE SPEC TBD, NIGHT SKY COMPLIANT AS APPROVED BY DRB AND I. OWNERSHIP. 26. PROVIDE ROOF EAVE EXTENSION/OVERHANG W/ ALLURA CLAD FAUX BEAMS AT GABLE ROOF ELEMENTS, INCLUDE 8" PROFILE VERTICAL SHIPLAP J. STRUCTURAL FRAMING ALLOWANCES. SEE A2.6 FOR SPECIFIC GABLE EXTENSION LOCATIONS AND DIMENSIONS. 27. PROVIDE NEW DECK ROOF AND SOFFIT WITH ALLURA CLAD FAUX BEAMS AS REQ'D, EVALUATE STRUCTURAL K. ELEMETNS FOR REPLACEMENT. MAINTAIN EXISTING SOFFIT ELEVATION. ES 28. REPLACE EXIST. GARAGE DOOR W/ FAUX WD CLADDING AND HIGH-SPEED MECHANISM, MATCH (E) FIRE RATING, .30 T.O. RIDGE L. U-FACTOR. 60' LINE OF GRADE OFFSET 17 GABLES, & SOFFIT IDGE M. 29. PROVIDE ENDURA NET BY 162' NIXALITE LOCATIONS THROUGHOUT. DELINIATES TRANSITION FROM FR - 2" AT EXISTING, EAVES, N. 30. PROVIDE PREMIUM NIXALITE S.S. BARRIER SPIKES AT AT GABLES, COCHERE WOOD (GENERAL NOTE PORTE I.) TO NON0" 30EXPOSED BEAM LOCATIONS, O. AND ENTRY AWNING. FINISH COLOR TO BE BRONZE. COMBUSTIBLE SIDING PER IBC 2015 P. 16 31. PERIMETER BIRD WIRE TRIM TO T.O. CHIMNEYS. SECTION 1405.5.1. Q. 32. CONTRACTOR TO EVALUATE CONDITION OF ALL (E) ROOF EAVES. (E) FLUSH-EAVE OVERHANGS TO BE EXTENDED AS NOTED ON A2.6. RE: STRUCTURAL ENGINEER 33. STUCCO-CLAD LANDSCAPE RETAINING WALLS TO REMAIN T.O. RIDGE R. 34. EXIST. POOL5RAILINGS TO REMAIN 29 154' - 6 1/2" S. 26 7 B1

MANUFACTURER

FIRE RETARDANT TREATED WOOD WRAP

PCA

5 A6.11

PCA

RF2

5 A6.11

ST1

164' - 2 1/2" STU2

STU1

157' - 11"

architecture / urban design / interior design

155' - 2"

Consultants:

7' - 11"

4 A6.11

4 A6.20

4 A6.11

5 A6.11

PCA PCB

15 HIGHLANDS 15 HIGHLANDS LN LN BEAVERBEAVER CREEK,CREEK, CO CO

PCB

B2 E02

ST3 ST1

E06

302.1/D

LEVEL 3 FIN 123' - 0"

E18

E26

E27

LEVEL 2 FIN 112' - 0"

E26 101.1/B

8210'-0" E18 E18 LEVEL 1 FIN 100' - 0"

203.3/D

202.1/D

E38

WINDOW TAG, RE: A8.2

000/A

BEAM LEGEND: B1 B2 B3 B4 B5

8x12 FIBER CEMENT CLAD GABLE AND PORCH ROOF BEAM 8x10 FIBER CEMENT CLAD PORCH ROOF BEAM 18x24 - BASE BEAM, FIBER CEMENT (B4) OR STUCCO CLAD (B5)

T.O. RIDGE

O. RIDGE

154' - 10"

158' - 3"

T.O. RIDGE

154' - 10"

T.O. RIDGE 149' - 8"

B1 B2

E23

E21

B2 B2

N01

11. 12. 13. 14. 15. 16.

18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34.

E11

PROPOSED EXTERIOR ELEVATIONS

A4.2

E27

E06

A4.2

PROPOSED SOUTHEAST ELEVATION

ST1

RF2

ENLARGED SECTION - PORT COCHERE - E/W SCALE: 3/16" = 1'-0"

CEM3 E17

E19

E06

203.2/D

3. 4.

LEVEL 3 FIN 123' - 0"

STU2

E27

203.3/D

E18

E26

E18

202.1/D

E18

ST1

E38

102.1/B

BEAM LEGEND:

1830 blake st. denver, co 80202 303.308.1373

Consultants:

B1 B2 B3 B4 CEM3 CEM3

B5 17

MTL2

B1 B2 WD1

N10

N09

E08

N09

E08

E17

T.O. RIDGE 149' - 8"

E23

E21

B2 B2

N01

E11

E17

E33

E11

N08

E33

N06

15 10

N05

N06

ST1

HIGHLANDS LODGE

11. 12. 13. 14. 15. 16.

18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34.

PROPOSED EXT ELEVATIONS MATERIALITY

PROPOSED EXT

ELEVATIONS A4.2a MATERIALITY

A4.2a

PROPOSED ELEVATION LEGEND

WD1

E18

2 12

E18

COMPOSITE ROOF TILE COPPER TILE ROOF

LEVEL 3 FIN 123' - 0"

E17

E18

10.

HIGHLANDS LO

E27

E18

HIGHLANDS LO

E17

N08

PROPOSED ELEVATION LEGEND:

WD1

elevation documentation

ST1

E27

STAINED WOOD SIDING LIGHT PAINTED STUCCO

LEVEL 2 FIN 112' - 0"

DARK PAINTED STUCCO FIBER CEMENT PANEL

8210'-0" LEVEL 1 FIN 100' - 0"

STONE CLADDING

XXX

WINDOW TAG, RE: A8.1

000/A

WINDOW TAG, RE: A8.2

15 HIGHLANDS LN BEAVER CREEK, CO

COMPOSITE ROOF TILE COPPER TILE ROOF

PROJECT NO: 21714

STAINED WOOD SIDING 11'-0"

E27

LIGHT PAINTED STUCCO

LEVEL 2 FIN 112' - 0"

DARK PAINTED STUCCO FIBER CEMENT PANEL

8210'-0" LEVEL 1 FIN 100' - 0"

STONE CLADDING

XXX

WINDOW TAG, RE: A8.1

000/A

WINDOW TAG, RE: A8.2

SHEET TITLE:

PROPOSED EXTERIOR ELEVATIONS SCALE: 3/32" = 1'-0"

A4.2 COPYRIGHT 2020 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO.

PROVIDE NEW 3 COAT STUCCO W/ INTEGRAL PAINT FINISH ON METAL LATH, ON VAPOR BARRIER, TO EXIST. SUBSTRATE. REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. STUCCO TO BE APPLIED PER MFR'S SPECS, G.C. TO PROVIDE ON-SITE FOR INSPECTION PROVIDE NEW THIN 2” EXT. ADHERED STONE VENEER, INCLUDING CORNER STONES, ON METAL LATH, ON VAPOR BARRIER BACKED DRAIN MAT, TO EXIST. SUBSTRATE AND ASSOCIATED WEEPS AND FLASHING. REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. PROVIDE COPPER BASE FLASHING AND BUILD-OUT AT ALL BASE DETAILS BELOW STONE. PROVIDE NEW EXT. FIRE RATED MONTANA TIMBER WOOD SIDING OR SIM, ON VAPOR BARRIER BACKED DRAIN M TO EXIST. SUBSTRATE AND ASSOCIATED WEEPS AND FLASHING. REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D 1b BLOCKING AS REQ’D FOR VERTICAL SIDING, RE: ELEVS. A7.10 PROVIDE NEW AGED 20 OZ. COPPER ROOF SHINGLES, ASSOCIATED BLOCKING AND VAPOR BARRIER, TO EXIST. SUBSTRATE REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. PROVIDE NEW COMPOSITE ROOF TILE, “DAVINCI, MULTI-WIDTH EVEN SHINGLE”, ASSOCIATED BATTENS AS REQUIRED, GRACE ULTRA ICE AND WATER SHIELD, ON 2 LAYERS OF STAGGERED SANDWICHED 4” POLYISO ENLARGED - PORT TO COCHERE N/S 6 INSULATION RIDGED WITH ½”SECTION BACKING BOARDS ORIGINAL- SUBSTRATE ON ½” METAL DECK PER STRUCT ENG NOTE: ALL STRUCT (WARM ROOF ASSEMBLY). EXIST. SUBSTRATE AS REQ’D. NATURE; SIZING AN SCALE: 3/16"REPLACE/REPAIR = 1'-0" A6.11 ENGINEER. PROVIDE NEW COMPREHENSIVE ROOF ICE MELT SYSTEM, SIMILAR TO RAYCHEM NVENT RIM SYSTEM TO ALL RO 15 PERFORMANCE HIGHLANDS CONTROL LN EAVES, 2/3 VALLEY LENGTHS, AWNINGS, GUTTERS AND DOWN PIPES. INCLUDE HIGH BEAVER CREEK, CO EXIS SYSTEM WITH MOISTURE, SNOW AND TEMP SENSORS AT MINIMUM. ELEC. ENGINEER AND G.C. TO CONFIRM ELEC. PANEL SIZING TO DETERMINE ASSOCIATED ELEC. WORK / NEED FOR NEW ELEC. PANELS. ASSUMED UPGRADED SERVICE FROM XFRMR TO MDP NOT REQ’D, ELEC. ENGINEER AND G.C. TO VERIFY. PROVIDE NEW 3-PIPE SNOW FENCE SYSTEM, ATTACHED TO EXIST. STRUCTURE PER STRUCTURAL ENGINEER. POWDER COATED FACTORY FINISH W/ MESH. PROVIDE NEW SNOW GUARDS SIMILAR TO ROCKY MOUNTAIN “RG AND RG16” SNOW GUARDS, PER ROOFING MANUFACTURER SPECIFICATIONS. LAY PROJECT OUT IN COORD. NO: WITH SNOW R SYSTEM. 15 HIGHLANDS LN 21714 PROVIDE PORTE-COCHÈRE STRUCTURE, ALONG NOTE: SEE A4.1 FOR FINISH LIST WITH ALL ASSOCIATED BUILDING FLASHING, STONE BASE BEAVER CREEK, CO COLUMNS, SIGNAGE, ETC. PROVIDE NEW GARAGE ENTRANCE AWNING, ALONG WITH ALL ASSOCIATED BUILDING FLASHING, STONE BASE COLUMNS, SIGNAGE, ETC. PROVIDE NEW SKIER ENTRANCE AWNING, ALONG WITH ALL ASSOCIATED BUILDING FLASHING, STONE BASE SHEET TITLE: COLUMNS ETC. NEW HOT APPLIED WATERPROOFING AND CONCRETE TOPPING SLAB AT ENTRANCE. PROJECTAT NO: PROVIDE NEW 20 OZ. AGED COPPER ROOF AND VAPOR BARRIER TO EXISTING SUBSTRATE POOL ARCADE, REPLACE / REPAIR EXISTING SUBSTRATE AS REQUIRED. 21714 SEE A4.1 FOR FINISH PROVIDE STEEL NOTE: COLUMN FIREPROOFING TOLIST MATCH EXIST. FIREPROOFING AND REVISED SURROUND/STONE BA DETAILING AT POOL ARCADE. NOT USED. PROVIDE NEW ADA COMPLIANT ENTRANCE RAMP, HANDRAIL, 2” THK. STONE VENEER CONCRETE PLANTER BED. PROVIDE NEW 4” THICK CAST STONE, 15DEG SLOPED BELLY BAND. TO MATCH NEW FIELDSTONE COLOR SHEET TITLE: AsREPAIR indicated NEW STUCCO SYSTEM ON CHIMNEY. EVALUATE VAPOR BARRIER AND SUBSTRATE,SCALE: PATCH AND IF REQUIRED. PROVIDE NEW 1/4” THICK HEAVY STEEL PLATE CHIMNEY CAPS WELDED TO STEEL TUBE/ANGLE FRAME & SUPPO LEGS PER STRUCT. ENG. PROVIDE NEW 20 OZ COPPER GUTTER, DOWN SPOUT, STRAPPING AND BRACKETS WITH 32 OZ ADAPTORS AT GROUND LEVEL AT ALL (E) DOWNSPOUT LOCATIONS. CONNECT (N) D.S. TO (E) PERIMETER SITE DRAINAGE. PROVIDE NEW COMPOSITE PATIO DECKING, FIBERON HORIZON OR SIM, BLOCKINGCOPYRIGHT AND TRIM. 2020 ROWLAND + BROUGHTON ARCHITECTURE AND THE INFORMATION AND DESIGN INTENT AT CONTAINED ON THIS DO PROVIDE NEW WATER SHIELD AND FLASHING TO SHEET FLOW WATER TO NEW COPPER SCUPPERS PATIOS. PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND UR SCALE: As indicated PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR PROVIDE ALL NEW CODE COMPLIANT CLASS I, FACTORY FIN. PATIO RAILING/GUARD RAILS W/ POWDER COAT AND PAU PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SH FIN. COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCL THERETO. PROVIDE NEW WINDOW (RE: GENERAL NOTE D). PROVIDE NEW DOOR (RE: GENERAL NOTE F). EXIST. DOOR TO REMAIN. PROVIDE NEW EXT. LED LIGHTING, FIXTURE SPEC TBD, NIGHT SKY COMPLIANT AS APPROVED BY DRB AND COPYRIGHT 2020 ROWLAND + BROUGHTON ARCHITECTURE AND OWNERSHIP. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DO PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND UR PROVIDE ROOF EAVE EXTENSION/OVERHANG W/ ALLURA CLAD FAUX BEAMS AT GABLE ROOF ELEMENTS, INCLU PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND U STRUCTURAL FRAMING ALLOWANCES. SEE A2.6 FOR SPECIFIC GABLE EXTENSIONROWLAND+BROUGHTON LOCATIONSARCHITECTURE AND DIMENSIONS AND URBAN DESIGN SH COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCL PROVIDE NEW DECK ROOF AND SOFFIT WITH ALLURA CLAD FAUX BEAMS AS REQ'D, EVALUATE STRUCTURAL THERETO. ELEMETNS FOR REPLACEMENT. MAINTAIN EXISTING SOFFIT ELEVATION. REPLACE EXIST. GARAGE DOOR W/ FAUX WD CLADDING AND HIGH-SPEED MECHANISM, MATCH (E) FIRE RATING, U-FACTOR. PROVIDE ENDURA NET BY NIXALITE AT EXISTING, EAVES, GABLES, & SOFFIT LOCATIONS THROUGHOUT. PROVIDE PREMIUM NIXALITE S.S. BARRIER SPIKES AT EXPOSED BEAM LOCATIONS, AT GABLES, PORTE COCHER AND ENTRY AWNING. FINISH COLOR TO BE BRONZE. PERIMETER BIRD WIRE TRIM TO T.O. CHIMNEYS. CONTRACTOR TO EVALUATE CONDITION OF ALL (E) ROOF EAVES. (E) FLUSH-EAVE OVERHANGS TO BE EXTENDE AS NOTED ON A2.6. RE: STRUCTURAL ENGINEER STUCCO-CLAD LANDSCAPE RETAINING WALLS TO REMAIN EXIST. POOL RAILINGS TO REMAIN

LEVEL 4 FIN 134' - 0"

ST1 E33

E17

E11

STU1

8x10 FIBER CEMENT CLAD PORCH ROOF BEAM 18x24 - BASE BEAM, FIBER CEMENT (B4) OR STUCCO CLAD (B5)

T.O. RIDGE

T.O. RIDGE 154' - 10"

WD1

8x12 FIBER CEMENT CLAD GABLE AND PORCH ROOF BEAM

154' - 10"

158' - 3"

17.

12x24 FIBER CEMENT CLAD GABLE BEAM

164' - 2 1/2"

T.O. RIDGE 5

16 154' - 6 1/2"

BASEMENT FINISH 86' - 0"

TIMBER BEAM, SIZING VARIES

T.O. RIDGE

8210'-0" LEVEL 1 FIN 100' - 0"

RF2

architecture / urban design / interior design

Issuances and Revisions: 2019.06.05 SD PRICING SET 2019.06.26 DRB SKETCH PLAN REVIEW 2019.07.10 RFP SET 2019.08.20 FINAL DD SUBMITTAL 2019.11.27 BEAVER CREEK DRB 2020.01.17 GMP PRICING SET RF1 2020.02.26 PERMIT SET 2020.xx.xx CONSTRUCTION DOCUMENTATION

A6.11

SCALE: 3/32" = 1'-0"

12'-0"

N05

302.1/D

LEVEL 4 FIN 134' - 0"

E27

rowland+broughton

1 2 3 4 5 6 7 9

BEAVER CREEK D PERMIT SET CONSTRUCTION DOCUMENTATION

Issuances and Revisions: 2019.08.20 FINAL DD SUBMITT 2019.11.27 BEAVER CREEK D 2020.02.26 PERMIT SET 2020.xx.xx CONSTRUCTION DOCUMENTATION

BASEMENT FINISH 86' - 0" SCALE: As indicated

LEVEL 3 FIN 123' - 0"

15 10

303.3/D

1 STU1

303.2/D

WD1

PROVIDE STEEL COLUMN FIREPROOFING TO MATCH EXIST. FIREPROOFING AND REVISED SURROUND/STONE BASE DETAILING AT POOL ARCADE. NOT USED. PROVIDE NEW ADA COMPLIANT ENTRANCE RAMP, HANDRAIL, 2” THK. STONE VENEER CONCRETE PLANTER BED. PROVIDE NEW 4” THICK CAST STONE, 15DEG SLOPED BELLY BAND. TO MATCH NEW FIELDSTONE COLOR NEW STUCCO SYSTEM CHIMNEY. EVALUATE VAPOR BARRIER AND SUBSTRATE, PATCH AND REPAIR IF T.O.ON RIDGE 21 STU2 REQUIRED. PROVIDE NEW114' 1/4” THICK HEAVY STEEL PLATE CHIMNEY CAPS WELDED TO STEEL TUBE/ANGLE FRAME & SUPPORT - 2 1/2" LEGS PER STRUCT. ENG. E17 19 E27 203.1/D PROVIDE NEW 20 OZ COPPER WITH WD132 OZ ADAPTORS AT RF2 GUTTER, DOWN SPOUT, STRAPPING AND BRACKETS GROUND LEVEL AT ALL (E) DOWNSPOUT LOCATIONS. CONNECT (N) D.S. TO (E) PERIMETER SITE DRAINAGE. PROVIDE NEW COMPOSITE PATIO DECKING, FIBERON HORIZON OR SIM, BLOCKING AND TRIM. PROVIDE NEW WATER SHIELD AND FLASHING TO SHEET FLOW WATER TO NEW COPPER SCUPPERS AT PATIOS. PROVIDE ALL NEW CODE COMPLIANT CLASS I, FACTORY FIN. PATIO RAILING/GUARD RAILS W/ POWDER COAT PAINT FIN. PROVIDE NEW WINDOW (RE: GENERAL NOTE D). PROVIDE NEW DOOR (RE: GENERAL NOTE F). EXIST. DOOR TO REMAIN. PROVIDE NEW EXT. LED LIGHTING, FIXTURE SPEC TBD, NIGHT SKY COMPLIANT AS APPROVED BY DRB AND OWNERSHIP. E30 E18 FAUXE18 E18 PROVIDE ROOF EAVE EXTENSION/OVERHANG W/ ALLURA CLAD BEAMS AT GABLE ROOF ELEMENTS, INCLUDEE18 E26 STRUCTURAL FRAMING ALLOWANCES. SEE A2.6 FOR SPECIFIC GABLE EXTENSION LOCATIONS AND DIMENSIONS. PROVIDE NEW DECK ROOF AND SOFFIT WITH ALLURA CLAD FAUX BEAMS AS REQ'D, EVALUATE STRUCTURAL ELEMETNS FOR REPLACEMENT. MAINTAIN EXISTING SOFFIT ELEVATION. REPLACE EXIST. GARAGE DOOR W/ FAUX WD CLADDING AND HIGH-SPEED MECHANISM, MATCH (E) FIRE RATING, .30 U-FACTOR. PROVIDE ENDURA NET BY NIXALITE AT EXISTING, EAVES, GABLES, & SOFFIT LOCATIONS THROUGHOUT. PROVIDE PREMIUM NIXALITE S.S. BARRIER SPIKES AT EXPOSED BEAM LOCATIONS, AT GABLES, PORTE COCHERE AND ENTRY AWNING. FINISH COLOR TO BE BRONZE. PERIMETER BIRD WIRE TRIM TO T.O. CHIMNEYS. CONTRACTOR TO EVALUATE CONDITION OF ALL (E) ROOF EAVES. (E) FLUSH-EAVE OVERHANGS TO BE EXTENDED AS NOTED ON A2.6. RE: STRUCTURAL ENGINEER STUCCO-CLAD LANDSCAPE RETAINING WALLS TO REMAIN EXIST. POOL RAILINGS TO REMAIN

LEVEL 4 FIN 134' - 0"

ST1 E11

9. 10.

File Path: Plot Date:

17.

12x24 FIBER CEMENT CLAD GABLE BEAM

164' - 2 1/2"

BASEMENT FINISH 86' - 0"

TIMBER BEAM, SIZING VARIES

T.O. RIDGE

LEVEL 2 FIN 112' - 0"

STONE CLADDING 102.1/B 8210'-0" LEVEL 1 FIN WINDOW TAG, RE: A8.1 100' - 0"

XXX

RF2

ST1 DARK PAINTED STUCCO FIBER CEMENT PANEL

E18

LIGHT PAINTED STUCCO

12'-0"

203.2/D

303.3/D

STAINED WOOD SIDING

PROVIDE NEW 3 COAT STUCCO W/ INTEGRAL PAINT FINISH ON METAL LATH, ON VAPOR BARRIER, TO EXIST. 155' EXIST. - 9 1/2" SUBSTRATE. REPLACE/REPAIR SUBSTRATE AS REQ’D. STUCCO TO BE APPLIED PER MFR'S SPECS, G.C. TO PROVIDE ON-SITE FOR INSPECTION 15 HIGHLANDS LN PROVIDE NEW THIN 2” EXT. ADHERED STONE VENEER, INCLUDING CORNER STONES, ON METAL LATH, ON VAPOR BEAVER CREEK, CO TO EXIST. SUBSTRATE AND ASSOCIATED WEEPS AND FLASHING. REPLACE/REPAIR BARRIER BACKED DRAIN MAT, EXIST. SUBSTRATE AS REQ’D. PROVIDE COPPER BASE FLASHING AND BUILD-OUT AT ALL BASE DETAILS BELOW STONE. PROVIDE NEW EXT. FIRE RATED MONTANA TIMBER WOOD SIDING OR SIM, ON VAPOR BARRIER BACKED DRAIN MAT TO EXIST. SUBSTRATE AND ASSOCIATED WEEPS AND FLASHING. REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. T.O. RIDGE BLOCKING AS REQ’D PROJECT NO: FOR VERTICAL SIDING, RE: ELEVS. PROVIDE BARRIER, TO EXIST. 21714NEW AGED 20 OZ. COPPER ROOF SHINGLES, ASSOCIATED BLOCKING AND 31 VAPOR 149' - 8 1/2" SUBSTRATE REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. PROVIDE NEW COMPOSITE ROOF TILE, “DAVINCI, MULTI-WIDTH EVEN SHINGLE”, ASSOCIATED BATTENS AS REQUIRED, GRACE ULTRA ICE AND WATER SHIELD, ON 2 LAYERS OF STAGGERED 27SANDWICHED 4” POLYISO RIDGED INSULATION WITH ½” BACKING BOARDS TO ORIGINAL SUBSTRATE ON ½” METAL DECK PER STRUCT ENG. (WARM ROOF ASSEMBLY). REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. SHEET TITLE: PROVIDE NEW COMPREHENSIVE ROOF ICE MELT SYSTEM, SIMILAR TO RAYCHEM NVENT RIM SYSTEM TO ALL ROOF EAVES, 2/3 VALLEY LENGTHS, AWNINGS, GUTTERS AND DOWN PIPES. INCLUDE HIGH PERFORMANCE CONTROL SYSTEM WITH MOISTURE, SNOW AND TEMP SENSORS AT MINIMUM. ELEC.B2 ENGINEER AND G.C. TO CONFIRME22 EXIST. B2ASSUMED ELEC. PANEL SIZING TO DETERMINE ASSOCIATED ELEC. WORK / NEED FOR NEW ELEC. PANELS. UPGRADED SERVICE FROM XFRMR TO MDP NOT REQ’D, ELEC. ENGINEER AND G.C. TO VERIFY. E17 PROVIDE NEW 3-PIPE SNOW FENCE SYSTEM, ATTACHED TO EXIST. STRUCTURE STRUCTURAL ENGINEER. WD1 403.1/D PER POWDER COATED FACTORY FINISH W/ MESH. PROVIDE NEW SNOW GUARDS SIMILAR TO ROCKY MOUNTAIN “RG10 AND RG16” SNOW GUARDS, PER ROOFING MANUFACTURER SPECIFICATIONS. LAY OUT IN COORD. WITH SNOW RAIL SCALE: 3/32" = 1'-0" SYSTEM. PROVIDE PORTE-COCHÈRE STRUCTURE, ALONG WITH ALL ASSOCIATED BUILDING FLASHING, STONE BASE COLUMNS, SIGNAGE, ETC. PROVIDE NEW GARAGE ENTRANCE AWNING, ALONG WITH ALL ASSOCIATED BUILDING FLASHING, STONE BASE COLUMNS, SIGNAGE,CEM3 ETC. PROVIDE NEW SKIER ENTRANCE AWNING, ALONG WITH ALL ASSOCIATED BUILDING FLASHING, STONE BASE COLUMNS ETC. NEW HOTARCHITECTURE APPLIED AND CONCRETE TOPPING SLAB AT ENTRANCE. COPYRIGHT 2020 ROWLAND + BROUGHTON AND WATERPROOFING URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE E17 TO EXISTING SUBSTRATE AT POOL ARCADE, PROVIDE 20 OZ. AGED COPPER ROOF PROPERTYNEW OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO AND VAPOR BARRIER E27 PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN 303.1/D WD1 REPLACE / REPAIR EXISTING SUBSTRATE AS REQUIRED.

2019.11.27 2020.02.26 2020.xx.xx

PROPOSED EXTERIOR IMPROVEMENT KEYNOTES: ST1 1.

BASEMENT FINISH 86' - 0" 402.1/D

A4.2

11'-0"

E17

E27

LEVEL 3 FIN 123' - 0"

11'-0"

E06

12'-0"

STU2

14'-0"

CEM3

303.2/D

COMPOSITE ROOF TILE LEVEL 4 FIN 134' - 0" COPPER TILE ROOF RF2 60'

STU1

11'-0"

21 E17

11'-0"

WD1

11'-0"

402.1/D

C:\Users\zcarson\Documents\21904_HIGHLANDS LODGE_CENTRAL_zachary.carson.rvt 5/28/2020 10:52:08 AM

403.2/D

4 5 7 9

IMPROVEMENTS EXTERIOR, WALL MOUNTED, STEP LIGHT. FIXTURE TBD PORT COCHERE

BASEMENT FINISH 86' - 0"

A6.10

403.2/D

PROPOSED SOUTH ELEVATION

60'

2. PROPOSED ELEVATION LEGEND:

E22

LEVEL 4 FIN 134' - 0"

7 9

PROPOSED EXTERIOR IMPROVEMENT GENERAL NOTES:

E22

101.1/B

500 w. main st. aspen, co 81611 970.544.9006

WD1-A WD1-A

IMPROVEMENTS PORT COCHERE

B1 N09

E17

E02

PROJECT NO: 21714

SHEET TITLE: ST3 ST1

SHEET TITLE:

IMPROVEMENTS IMPROVEMENTS PORTPORT COCHERE COCHERE

1. ALL PORTE COCHE WRAPPED SIMILAR T NECESSARY FIRE RA 2. PROVIDE FULLY IN INSULATED FIRE SPR EXISTING WET PIPE, 3. REFER TO REFLEC LOCATIONS.

15 HIGHLANDS LN Issuances and Revisions: BEAVER CREEK, CO 8210'-0" 4 2019.08.20 FINAL DD SUBMITT LEVEL 1 FIN 100' -50"

SHEET TITLE: SHEET TITLE:

LEVEL 2 FIN 112' - 0"

THE INFORMATION PROVIDED IS FROM A MODEL SCAN OF THE ORIGINAL ON-SITE CONDITIONS AND EXISTING WORKING DRAWINGS, CREATED FOR THE ORIGINAL CONSTRUCTION OF THE BUILDING AND ARE BEING PROVIDED FOR “INFORMATION ONLY. ALL EXISTING CONDITIONS SHOULD FIELD VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH WORK. ALL STONE VENEER, RE: STRUCTURAL FOR SUBSTRATE AND MOUNTING. PROVIDE NEW EXT. WINDOWS, SIMILAR TO “PELLA, ARCHITECT RESERVE SERIES," LOW-E, WITH EXTERIOR FINISH COMPLIANT W/ AAMA 2605 PERFORMANCE SPECIFICATIONS. TRIM PER LOCAL CODE REQUIREMENTS AND INTERIOR WOOD TRIM & FINISH TO MATCH EXIST. ALL SIZES TO MATCH EXIST. WINDOWS UNLESS NOTED OTHERWISE. PROVIDE NECESSARY WALL STRUCTURE, BLOCKING AND ASSEMBLY FOR REVISED WINDOW CONFIGURATIONS AT GABLE WINDOW WALLS AS SHOWN. REPLACING ARCH TOP WINDOWS WITH TRIANGULAR TOP WINDOWS. PROVIDE PRICING FOR FIRE-RESISTANT UNDERLAYMENT TO ENHANCE THE EXTERIOR CLASS A FIRE ASSEMBLY OF NEW ROOF AREAS WHERE CONCRETE TILES WHERE REMOVED. PROVIDE NEW EXT. DOORS, SIMILAR TO “PELLA, ARCHITECT RESERVE SERIES," LOW-E, WITH EXTERIOR FINISH TO MEET AAMA 2605 PERFORMANCE SPECIFICATIONS, TRIM PER LOCAL CODE REQUIREMENTS AND INTERIOR WOOD TRIM & FINISH TO MATCH EXIST, NEW THRESHOLD. ALL SIZES TO MATCH EXIST. DOORS UNLESS NOTED OTHERWISE. PROVIDE NEW FIRE TREATED WOOD FASCIA BOARDS TO BACK OF GUTTERS, 40FT ABOVE GROUND LEVEL. PROVIDE ALL NEW COPPER ROOF FLASHING, VALLEYS AND SCUPPERS ASSOCIATED WITH COMPOSITE SHINGLE AND COPPER ROOF FINISHES. 3/32" = 1'-0" ALL WOOD INSTALLEDSCALE: 40 FEET ABOVE GRADE OR EXTENDING BELOW 40 FEET ABOVE GRADE MUST BE FIRERETARDANT TREATED PER IBC SECTION 2303.2 G.C. TO PROVIDE & INSTALL OWNER SELECTED GUTTER & DOWNSPOUT HEAT TRACE SYSTEM PER MFR. RECOMMENDATIONS AND SPECIFICATIONS.. WINDOW MANUFACTURER TO ASSESS AND PROVIDE EQUAL OR GREATER DESIGN PRESSURE WINDOW RATINGS THAN EXISTING, TO MEET CODE. EVALUATE CONDITION OF ROOF LIFE SAFETY CABLES SYSTEM AT DEMO. NOTIFY OWNER. NOT USED. NOT USED 60' LINE OF GRADE OFFSET NOT USED. DELINIATES TRANSITION FROM FR NOT USED. DOOR AND WINDOW WATER AND AIR TESTING (AS PAYED BY OWNER) PER MFR AND ASTM STANDARDS, TO BE WOOD (GENERAL NOTE I.) TO NONPROVIDED ON SITE AT 6 LOCATIONS AS DIRECTED BY OWNERSHIP BEFORE INSTALLATION, BUT PRIOR TO COMBUSTIBLE INTERIOR TRIM INSTALLATION. SIDING PER IBC 2015 G.C. TO PROVIDE HOT APPLIED WATER PROOFING TO BALCONY DECKS PER MANUFACTURE SPECIFICATIONS. SECTION 1405.5.1. SIMILAR OR EQUAL TO TREMCO. PROPOSED EXTERIOR IMPROVEMENT KEYNOTES TO BE ASSUMED AS TYPICAL FOR OTHER LIKE CONDITIONS.

WD1

ST3

PROJECT NO: 21714

14'-0"

File Path: C:\Users\zcarson\Documents\21904_HIGHLANDS C:\Users\zcarson\Documents\21904_HIGHLANDS LODGE_CENTRAL_zachary.carson.rvtLODGE_CENTRAL_zachary.carson.rvt Plot Date: 5/28/2020 10:52:39 AM 5/28/2020 10:52:39 AM

B2 3

15 HIGHLANDS LN BEAVER CREEK, CO

PCB

N10

E17

403.4/D

21 E14

8210'-0" LEVEL 1 FIN 100' - 0"

M O

E19

HIGHLANDS LODGE PROPOSED EXTERIOR IMPROVEMENT KEYNOTES: T.O. RIDGE

B1 N09

PC4

MONTANA TIMBER, FIRE RETARDANT FINISH ON WD1-A GYPSUM FIRE WRAPPED STRUCTURAL STEEL FRAMING. RE: STRUCT. ENG. WD1-A PROJECT PROJECT NO: NO: 21714 21714 ST3

BASEMENT 4 FINISH A6.11 86' - 0"

GENERAL N

WD1-A

HIGHLANDS LODGE WD1-A

HIGHLANDS LODGE

A6.10 A6.10

E07

A6.11

RF2

SCALE: SCALE: As indicated AsNOTES indicated SCALE: indicated A. A7.10 As THE INFORMATION PROVIDED IS FROM A MODEL SCAN OF THE ORIGINAL ON-SITE CONDITIONS AND EXISTING SIZE CONTACT APPROX. LEAD TIME WORKING DRAWINGS, CREATED FOR THE ORIGINAL CONSTRUCTION OF THE BUILDING AND ARE BEING PROVIDE FOR “INFORMATION ONLY. ALL EXISTING CONDITIONS SHOULD FIELD VERIFIED BY THE CONTRACTOR BEFORE 4'W x 8'L x 5/16" THICKNESS PROCEEDING WITH WORK. 8"W x VARIABLE LENGTH x 5/16" THICKNESS COPYRIGHT 2020 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN B. ALL STONE VENEER, RE: STRUCTURAL FOR SUBSTRATE AND MOUNTING. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE ENLARGED SECTION - PORT COCHERE - N/S 6 PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO 8"W x VARIABLE LENGTH xREFLECTED 5/16" THICKNESS NOTE: ALL ELEMENTS SHOWN ARE DIAGRAMATIC IN “PELLA, ARCHITECT C.STRUCTURAL PROVIDE NEW EXT. WINDOWS, SIMILAR TO RESERVE LOW-E, WITH EXTERIOR FINISH PART OF THIS INFORMATION MAY BE SERIES," USED WITHOUT THE PRIOR WRITTEN ENLARGED CEILING PLAN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. COPYRIGHT 2020 ROWLAND COPYRIGHT + BROUGHTON 2020 ROWLAND ARCHITECTURE + BROUGHTON ANDARCHITECTURE URBAN DESIGNAND URBAN DESIGN COPYRIGHT 2020 ROWLAND + BROUGHTON ARCHITECTURE AND URBAN DESIGN -N/A W ENLARGED - PORT COCHERE NATURE; - E THE SIZING CONFIGURATION PROVIDED BY STRUCTURALSPECIFICATIONS. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL 4PROPERTY THE INFORMATION AND THEDESIGN INFORMATION INTENT AND CONTAINED DESIGNON INTENT THIS CONTAINED DOCUMENT ON ISELEVATION THE THIS DOCUMENT IS THE INFORMATION AND AND DESIGN INTENT CONTAINED ONW/ THIS DOCUMENT IS THE COMPLIANT AAMA 2605 PERFORMANCE TRIM PER LOCAL CODE REQUIREMENTS AND SCALE: 3/16" = 1'-0" A6.11 COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT PROPERTY OF ROWLAND+BROUGHTON OF ROWLAND+BROUGHTON ARCHITECTURE AND ARCHITECTURE URBAN DESIGN.AND NO URBAN DESIGN. NO PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PORT COCHERE 2 THERETO. ENGINEER. PART OF THIS INFORMATION PART OFMAY THISBE INFORMATION USED WITHOUT MAYTHE BE USED PRIORWITHOUT WRITTENTHE PRIOR WRITTEN PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN INTERIOR WOOD TRIM & FINISH TO MATCH EXIST. ALL SIZES TO MATCH EXIST. WINDOWS UNLESS NOTED PERMISSION OF ROWLAND+BROUGHTON PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND ARCHITECTURE URBAN DESIGN.AND URBAN DESIGN. PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. 20 OZ 3/16" = DESIGN 1'-0" A6.11 ROWLAND+BROUGHTON ROWLAND+BROUGHTON ARCHITECTURE SCALE: AND ARCHITECTURE URBAN DESIGN AND SHALL URBAN RETAIN ALL SHALL RETAIN ALL ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL SCALE: 3/16" = 1'-0" COMMON LAW STATUTORY COMMON AND LAW OTHER STATUTORY RESERVED ANDRIGHTS, OTHER INCLUDING RESERVED COPYRIGHT RIGHTS, INCLUDING COPYRIGHT COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT OTHERWISE. A6.10 THERETO. THERETO. THERETO. 1/4" THICK PLATE D. PROVIDE NECESSARY WALL STRUCTURE, BLOCKING AND ASSEMBLY FOR REVISED WINDOW CONFIGURATIONS A NOTE: ALLNOTE: STRUCTURAL ALL STRUCTURAL ELEMENTS ELEMENTS SHOWN ARE SHOWN PRELIMINARY ARE PRELIMINARY IN IN NOTE: ALL STRUCTURAL ELEMENTS SHOWN ARE PRELIMINARY IN PER RAILING MFR. NATURE; SCHEMATIC NATURE; SCHEMATIC SIZING PROVIDED SIZING PROVIDED BY STRUCTURAL BY STRUCTURAL ENGINEER. ENGINEER. NATURE; SCHEMATIC SIZING PROVIDED BY STRUCTURAL ENGINEER. GABLE WINDOW WALLS AS SHOWN. REPLACING ARCH TOP WINDOWS WITH TRIANGULAR TOP WINDOWS. N/A E. PROVIDE PRICING FOR FIRE-RESISTANT UNDERLAYMENT TO ENHANCE THE EXTERIOR CLASS A FIRE ASSEMBLY OF NEW ROOF AREAS WHERE CONCRETE TILES WHERE REMOVED. N/A R5 F. PROVIDE NEW EXT. DOORS, SIMILAR TO “PELLA, ARCHITECT RESERVE SERIES," LOW-E, WITH EXTERIOR FINISH T N/A RF2 PCB PCA A7.1 PC2 PC3 PC4 MEET AAMA 2605 PERFORMANCE SPECIFICATIONS, TRIM PER LOCAL CODE REQUIREMENTS AND INTERIOR WOO MULTI-WIDTH EVEN SHINGLE T.O. RIDGE PROVIDE STEEL STRUCTURE PER STRUCTURAL TRIM & FINISH TO MATCH EXIST, NEW THRESHOLD. ALL SIZES TO MATCH EXIST. DOORS UNLESS NOTED TO MATCH EXISTING ENGINEER AND ALL ASSOCIATED GYP. PACKING 109' - 11 1/2" OTHERWISE. AND FIRE RETARDANT WRAP. RF2 UNCOURSED FIELD, 2" THICKNESS FULLY GROUTED - RAKED GROUT JOINT. ALTERNATE STONE VENEER BYWOOD BERICH MASONRY G. PROVIDE NEW FIRE TREATED WOOD FASCIA BOARDS TO BACK OF GUTTERS, 40FT ABOVE GROUND LEVEL. H. PROVIDE ALL NEW COPPER ROOF FLASHING, VALLEYS AND SCUPPERS ASSOCIATED WITH COMPOSITE SHINGLE 3" SNAPPED EDGES AND COPPER ROOF FINISHES. 2-COAT SYSTEM W/ ANTI-CRACK MESH I. ALL WOOD INSTALLED 40 FEET ABOVE GRADE OR EXTENDING BELOW 40 FEET ABOVE GRADE MUST BE FIRE2-COAT SYSTEM W/ ANTI-CRACK MESH RETARDANT TREATED PER CEM1 CEM2VERTICAL SHIPLAP MTL1 MTL2 MTL3IBC SECTION 2303.2 MTL4 6 3/4"W xWD1 8'L x 3/4" THICKNESS 8" PROFILE J. G.C. TO PROVIDE & INSTALL OWNER SELECTED GUTTER & DOWNSPOUT HEAT TRACE SYSTEM PER MFR. VARIABLE WIDTH x 8'L x 3/4" THICKNESS RECOMMENDATIONS AND SPECIFICATIONS.. K. WINDOW MANUFACTURER TO ASSESS AND PROVIDE EQUAL OR GREATER DESIGN PRESSURE WINDOW RATINGS THAN EXISTING, TO MEET CODE. T.O. RIDGE L. EVALUATE CONDITION OF ROOF LIFE SAFETY CABLES SYSTEM AT DEMO. NOTIFY OWNER. 60' LINE OF GRADE OFFSET 17 M. NOT USED. DELINIATES TRANSITION FROM 8210'-0" FR 162' - 2" LEVEL 1 FIN N. NOT USED WOOD (GENERAL NOTE I.) TO NON30 100' - 0" WD1 CEM1 CEM2 MTL1 MTL2 MTL3 MTL4 O. NOT USED. COMBUSTIBLE SIDING PER IBC 2015 P. NOT USED. 16 SECTION 1405.5.1. Q. DOOR AND WINDOW WATER AND AIR TESTING (AS PAYED BY OWNER) PER MFR AND ASTM STANDARDS, TO BE PROVIDED ON SITE AT 6 LOCATIONS AS DIRECTED BY OWNERSHIP BEFORE INSTALLATION, BUT PRIOR TO INTERIOR TRIM INSTALLATION. T.O. RIDGE R. G.C. TO PROVIDE HOT APPLIED WATER PROOFING TO BALCONY DECKS PER MANUFACTURE SPECIFICATIONS. WD1-A 5 29 154' - 6 1/2" SIMILAR OR EQUAL TO TREMCO. WD1-A WD1-A TO BE ASSUMED AS TYPICAL FOR OTHER LIKE CONDITIONS. S. PROPOSED EXTERIOR IMPROVEMENT KEYNOTES 26 7 ST3 WD1-A B1 #

PROPOSED EXTERIOR IMPROVEMENT GENERAL NOTES:

File Path: Plot Date:

E17

PC02

PERMISSION OF ROWLAND+BROUGHTON ARCHITECT ROWLAND+BROUGHTON ARCHITECTURE AND URBAN COMMON LAW STATUTORY AND OTHER RESERVED R THERETO.

Consultants:

PCB

3'-6"

PC4

8210'-0" LEVEL 1 FIN 100' - 0"

PC02

Issuances and Revisions: 2019.06.05 SD PRICING SET 2019.06.26 DRB SKETCH PLAN REVIEW 2019.07.10 RFP SET 2019.08.20 FINAL DD SUBMITTAL 2019.11.27 BEAVER CREEK DRB 2020.01.17 GMP PRICING SET 2020.02.26 PERMIT SET 2020.xx.xx CONSTRUCTION DOCUMENTATION

NATURE; SIZING AND CONFIGURATION PROVIDED BY STRUCTURAL SCALE: A6.11 ENGINEER.

PCA

6 A6.20

A6 11

T.O. RIDGE

1830 blake st. denver, co 80202 303.308.1373

500 w. main st. 1830 COPYRIGHT 2020 ROWLAND + BROUGHTON ARCHITE aspen, coTHE 81611 denver, INFORMATION AND DESIGN INTENT CONTAINED O PORT COCHERE AXONOMETRIC PROPERTY OF ROWLAND+BROUGHTON ARCHITECTU 2 970.544.9006 303.3 NOTE: ALL STRUCTURAL ELEMENTS SHOWN ARE DIAGRAMATIC IN PART OF THIS INFORMATION MAY BE USED WITHOUT

T.O. RIDGE

rowland+broughton

BASEMENT FINISH 86' - 0"

3'-6"

PC4

A6.11

architecture / urban design / inter

ST1

FINISH LIST

COLOR/FINISH

ALLURA GRANITE GRAY, VERTICAL STUCCO FINISH ALLURA MATCH MONTANA TIMBER BRONZE CEDAR, VERTICAL CEDAR GROOVE ALLURA MATCH MONTANA TIMBER BRONZEREFLECTED CEDAR, SMOOTH FINISH ENLARGED ENLARGED REFLECTED CEILING CEILING PLAN - PLAN ENLARGED ELEVATION - PORT COCHERE 3 GC TO PROVIDE MFR. OPTION TO BE PORT COCHERE 2 SEALED 2PORT COCHERE GC TO PROVIDE MFR. OPTION ACID PATINA TO MATCH EXIST.3/16" = 1'-0" SCALE: A6.11 SCALE: 3/16" SCALE: = 1'-0" 3/16" = 1'-0" A6.10 A6.10 GC TO PROVIDE MFR. OPTION DARK BRONZE TO MATCH MTL4 WINDOW FRAME GC TO PROVIDE MFR. OPTION POWDER COATED PELLA ARCHITECT SERIES BRONZE 024 BENJAMIN MOORE HC-86 - KINGSPORT GRAY BENJAMIN MOORE HC-80 - BLEEKER BEIGE PC1 DAVINCI CASTLE GRAY T.O. RIDGE GC TO PROVIDE MFR. OPTION TO MATCH EXISTING R5 A7.1 107' - 9 1/2" TELLURIDE STONE COMPANY GOLDSTONE SANDSTONE COLORADO BUFF SANDSTONE GC TO PROVIDE MFR. OPTION PT1 - KINGSPORT GRAY, FINISH TO MATCH EXIST. GC TO PROVIDE MFR. OPTION PT2 - BLEEKER BEIGE, FINISH TO MATCH EXIST. STU1 STU2 MONTANA TIMBER AQUAFIR BRONZE CEDAR MONTANA TIMBER AQUAFIR BRONZE CEDAR

11'-0" 12'-0" 14'-0"

N10

31 27

B2 403.4/D

SCALE: 3/16" = 1'-0"

HIGHLANDS HIGHLANDS LODGE LODGE

BASEMENT FINISH 86' - 0"

4 A6.20

T.O. RIDGE

1 2 3 4 5 6 7 9

PC02

11'-0"

5:12

PCB DESCRIPTION

500 w. main st. aspen, co 81611 970.544.9006

PC02 PC02

ST3

C:\Users\zcarson\Documents\21904_HIGHLANDS LODGE_CENTRAL_zachary.carson.rvt 5/28/2020 10:55:20 AM

B. C.

PC02

RF2

PC01

MONTANAMONTANA TIMBER, FIRE TIMBER, RETARDANT FIRE RETARDANT FINISH ONFINISH ON GYPSUM FIRE GYPSUM WRAPPED FIRE WRAPPED STRUCTURAL STRUCTURAL STEEL STEEL FRAMING.FRAMING. RE: STRUCT. RE: ENG. STRUCT. ENG.

ST3

4 A6.20

NOTE: ALL G.C. PROVIDED MFR. OPTIONS TO BE REVIEWED AND APPROVED BY ARCHITECT AND OWNER

THE INFORMATION PROVIDED IS FROM A MODEL SCAN OF THE ORIGINAL ON-SITE CONDITIONS AND EXISTING WORKING DRAWINGS, CREATED FOR THE ORIGINAL CONSTRUCTION OF THE BUILDING AND ARE BEING PROVIDED FOR “INFORMATION ONLY. ALL EXISTING CONDITIONS SHOULD FIELD VERIFIED BY THE CONTRACTOR BEFORE PROCEEDING WITH WORK. RF1 ALL STONE VENEER, RE: STRUCTURAL FOR SUBSTRATE AND MOUNTING. PROVIDE NEW EXT. WINDOWS, SIMILAR TO “PELLA, ARCHITECT RESERVE SERIES," LOW-E, WITH EXTERIOR FINISH COMPLIANT W/ AAMA 2605 PERFORMANCE SPECIFICATIONS. TRIM PER LOCAL CODE REQUIREMENTS AND INTERIOR WOOD TRIM & FINISH TO MATCH EXIST. ALL SIZES TO MATCH EXIST. WINDOWS UNLESS NOTED OTHERWISE. PROVIDE NECESSARY WALL STRUCTURE, BLOCKING AND ASSEMBLY FOR REVISED WINDOW CONFIGURATIONS AT GABLE WINDOW WALLS AS SHOWN. REPLACING ARCH TOP WINDOWS WITH TRIANGULAR TOP WINDOWS. PROVIDE PRICING FOR FIRE-RESISTANT UNDERLAYMENT TO ENHANCE THE EXTERIOR CLASS A FIRE ASSEMBLY OF NEW ROOF AREAS WHERE CONCRETE TILES WHERE REMOVED. PROVIDE NEW EXT. DOORS, SIMILAR TO “PELLA, ARCHITECT RESERVE SERIES," LOW-E, WITH EXTERIOR FINISH TO MEET AAMA 2605 PERFORMANCE SPECIFICATIONS, TRIM PER LOCAL CODE REQUIREMENTS AND INTERIOR WOOD TRIM & FINISH TO MATCH EXIST, NEW THRESHOLD. ALL SIZES TO MATCH EXIST. DOORS UNLESS NOTED OTHERWISE. PROVIDE NEW FIRE TREATED WOOD FASCIA BOARDS TO BACK OF GUTTERS, 40FT ABOVE GROUND LEVEL. PROVIDE ALL NEW COPPER ROOF FLASHING, VALLEYS AND SCUPPERS ASSOCIATED WITH COMPOSITE SHINGLE AND COPPER ROOF FINISHES. ALL WOOD INSTALLED 40 FEET ABOVE GRADE OR EXTENDING BELOW 40 FEET ABOVE GRADE MUST BE FIRERETARDANT TREATED PER IBC SECTION 2303.2 G.C. TO PROVIDE & INSTALL OWNER SELECTED GUTTER & DOWNSPOUT HEAT TRACE SYSTEM PER MFR. RECOMMENDATIONS AND SPECIFICATIONS.. WINDOW MANUFACTURER TO ASSESS AND PROVIDE EQUAL OR GREATER DESIGN PRESSURE WINDOW RATINGS THAN EXISTING, TO MEET CODE. EVALUATE CONDITION OF ROOF LIFE SAFETY CABLES SYSTEM AT DEMO. NOTIFY OWNER. NOT USED. NOT USED NOT USED. NOT USED. DOOR AND WINDOW WATER AND AIR TESTING (AS PAYED BY OWNER) PER MFR AND ASTM STANDARDS, TO BE PROVIDED ON SITE AT 6 LOCATIONS AS DIRECTED BY OWNERSHIP BEFORE INSTALLATION, BUT PRIOR TO INTERIOR TRIM INSTALLATION. G.C. TO PROVIDE HOT APPLIED WATER PROOFING TO BALCONY DECKS PER MANUFACTURE SPECIFICATIONS. SIMILAR OR EQUAL TO TREMCO. PROPOSED EXTERIOR IMPROVEMENT KEYNOTES TO BE ASSUMED AS TYPICAL FOR OTHER LIKE CONDITIONS.

6 A6.11

denver, 303.3

SCALE: As indicated

Consultants: rowland+broug

EXTERIOR, WALL MOUNTED, STEP LIGHT. FIXTURE TBD ENLARGED SECTION - PORT COCHERE - N/S

6 A6.20

PORT COCHE 1830

500 w. main st. aspen, co 81611 970.544.9006

A7.10

PCA

VESTIBULE PC02

File Path: Plot Date:

WD1-A

SET N FROM FR I.) TO NONER IBC 2015

ST3 ST1

File Path: Plot Date:

PC02

PCB

6 PC01 A6.20

EXTERIOR, WALL MOUNTED, STEP LIGHT. FIXTURE TBD

22'-5 3/4"

MARK

PROPOSED EXTERIOR IMPROVEMENT GENERAL NOTES:

H MASONRY

WD1-A

30'-0"

PCB

ST3 ST1

PC02 PC02

architecture / urban design / inter

BASEMENT FINISH 86' - 0"

19' - 11"

SCALE: 3/16" = 1'-0"

SHEET TITLE:

rowland+broug IMPROVEMEN

BASEMENT FINISH 86' - 0"

R5 A7.1

WD1-A

PC02

27'-10"

ENLARGED ELEVATION - PORT COCHERE - E

4 A6.11

1. ALL 1. DIMENSIONS ALL DIMENSIONS AND CONDITIONS AND CONDITIONS SHOULD BE SHOULD FIELD VERIFIED. BE FIELD VERIFIED. NOTIFY1. THE NOTIFY ALLTHE DIMENSIONS AND CONDITIONS SHOULDCOCHERE BE FIELD VERIFIED. ENLARGED SECTION - PORT COCHERE - E/W ENLARGED ELEVATION - PORT - N NOTIFY THE 1

4 A6.11

WD1-A ST3 ST1

WD1-A

7'-10 3/4"

7'-6 1/4"

5 A6.11

WD1-A

PC02

3. T.O. RIDGE

CEM1 PAINTED FR CEMENT BOARD CHIMNEY CLADDING CEM2 PAINTED FR CEMENT BOARD SIDING - PORT COCHERE E/W 5 CEM3 ENLARGED PAINTED FRSECTION CEMENT BOARD FASCIA & BEAM- CLADDING CONC1SCALE: EPOXY OVER CONCRETE/ STAIN TBD 3/16" = 1'-0" A6.11 ENLARGED FLOOR PLAN - PORT COCHERE MTL1 COPPER GUTTER & DOWNSPOUT SCALE: 3/16" = 1'-0" MTL2 HEAVY PLATE-STEEL CHIMNEY CAP & ANGLE FRAME MTL3 FACTORY FINISHED METAL RAILING MTL4 CLAD WINDOW FINISH PT1 DARK STUCCO AND COPPER TRIM FINISH PT2 LIGHT STUCCO AND COPPER TRIM FINISH RF1 COMPOSITE TILE ROOF RF2 COPPER ROOFING SHINGLES ST1 STONE VENEER ST3 STONE CAP STU1 STUCCO - INTEGRAL COLOR STU2 STUCCO - INTEGRAL COLOR RF1 RF2 ST1 WD1 FIRE RETARDANT TREATED WOOD SIDING

A6.10

PC02

PROJECT NO: 21714

ST3

PC3

6:12

BASEMENT FINISH R5 86' - 0"R5 A7.1 A7.1

6:12

PC02

REFLECTED CEILING PLAN GENERAL NOTES:

(E) VESTIBULE TO REMAIN NO CHANGE TO SIZE AND WALL LOCATIONS

PCA PCB

4 A6.20

ST1 BASEMENT FINISH 86' - 0"

PC02

6:12

107' - 9 1/2"

porte cochere improvement

OOR GED FLOOR PLAN - PORT PLAN -COCHERE PORT COCHERE

3/16" " = 1'-0"

11'-2 3/4"

8210'-0" LEVEL 1 FIN 100' - 0"

11'-0"

PCA

PC02

6:12

PC02

PC3

15 HIGHLANDS LN BEAVER CREEK, CO

RF2

ST3WD1-A ST1 8210'-0" WD1-A LEVEL 1WALL FIN MOUNTED, EXTERIOR, 100' -FIXTURE 0" STEPST3 LIGHT. TBD

PC02

PC3

8210'-0" LEVEL 1 FIN 100' - 0"

WD1

PC02

11'-0"

PCA

30'-0"

4 A6.11

HIGHLANDS L STU2

WD1-A

12'-0"

22'-5 3/4" 22'-5 3/4" 30'-0"

4 A6.11

WD1-A 8210'-0" LEVEL 1 FIN WD1100' - 0"

RECESSED

VESTIBULE VESTIBULE

C:\Users\zcarson\Documents\21904_HIGHLANDS LODGE_CENTRAL_zachary.carson.rvt 5/28/2020 10:55:20 AM

C:\Users\zcarson\Documents\21904_HIGHLANDS LODGE_CENTRAL_zachary.carson.rvt 5/28/2020 10:55:14 AM

7'-6 1/4"

5 A6.11

1 A6.11

PC02

7' - 11"

RECESSED RECESSED

WD1-A

7'-6 1/4"

PC02

ST3 ST1

PENDANT FINISH BASEMENT 86' - 0"

PC02

5 A6.11

1. ALL PORTE COCHERE STRUCTURAL MEMBERS TO BE PCA WRAPPED SIMILAR TO DETAIL 8 & 9 / A7.02 TO PROVIDE NECESSARY FIRE RATING FOR PORTE COCHERE. 2. PROVIDE FULLY INSULATED CEILING CAVITY AND INSULATED FIRE SPRINKLER ASSEMBLY TO MATCH EXISTING WET PIPE, FIRE SPRINKLER ASSEMBLY. 3. REFER TO REFLECTED CEILING PLANT FOR LIGHT LOCATIONS.

60'

1'-6 1/8"

PC02

PC02 PC02 PC02 PC02 PC02 PC02 PC02 ARCHITECT ARCHITECT OF ANY INCONSISTENCIES OF ANY INCONSISTENCIES OR OTHER OR PROBLEMS OTHER PROBLEMS DICOVERED DICOVERED ARCHITECT OF ANY INCONSISTENCIES OR OTHER PROBLEMS PC02 DICOVERED SCALE: 3/16" = 1'-0"IMMEDIATELY IMMEDIATELY BEFORE PROCEEDING BEFORE PROCEEDING WITH THEWITH WORK. THE WORK. BEFORE THE WORK. SCALE: 3/16" = 1'-0" PROCEEDING WITH R5 A6.11 IMMEDIATELY BASEMENT FINISH 2. DIMENSIONS 2. DIMENSIONS ARE ARE FROM TAKEN COLUMN FROM CENTER COLUMNLINES CENTER AND THE PC3 FACE AND THE 2. OF FACE DIMENSIONS OF ARE TAKEN FROM COLUMN CENTER LINES AND THE PC4 FACE OF A7.1 PC2TAKEN 86' -LINES 0" FINISH/FRAMING/CONCRETE FINISH/FRAMING/CONCRETE UNLESS NOTED UNLESS OTHERWISE. NOTED OTHERWISE. FINISH/FRAMING/CONCRETE UNLESS NOTED OTHERWISE. T.O. RIDGE PROVIDE STEEL STRUCTURE PER STRUCTURAL CLEAR 3. DIMENSIONS CLEAR DIMENSIONS ARE TO FINISHED ARE TO FINISHED FACE ANDFACE SHALL AND TAKE SHALL PRECEDENCE TAKE 3. PRECEDENCE OVER CLEAR ANYOVER DIMENSIONS ANY ARE TO FINISHED FACE AND SHALL TAKE PRECEDENCE OVER ANY R5 ENGINEER AND ALL ASSOCIATED GYP. PACKING 109' - 11 1/2" OTHER DIMENSION. OTHER DIMENSION. OTHER DIMENSION. PCB PCA AND FIRE RETARDANT WOOD WRAP. A7.1 RF2 4. ALL 4. INDICIATIONS ALL INDICIATIONS AND NOTATIONS AND NOTATIONS ON THE DRAWINGS ON THE DRAWINGS APPLYING APPLYING TO ONE 4. AREA, TO ONE ALL INDICIATIONS AREA, AND NOTATIONS ON THE DRAWINGS APPLYING TO ONE AREA, PC01 6 6 6 6 6 PC01 PC01 PC01 PC01 PC01 PC01 COMPONENT, COMPONENT, OR CONDITION OR CONDITION SHALL APPLY SHALL TOAPPLY ALL OTHER TO ALL SIMILAR OTHERAREAS, SIMILAR AREAS, COMPONENT, ORA6.20 CONDITION SHALL APPLY TO ALL OTHER SIMILAR AREAS, A6.20 A6.20 A6.20 A6.20 COMPONENTS, COMPONENTS, OR CONDITIONS OR CONDITIONS UNLESS CLEARLY UNLESS CLEARLY INDICATED INDICATED OTHERWISE. OTHERWISE. COMPONENTS, OR CONDITIONS UNLESS CLEARLY INDICATED OTHERWISE. 5. LIGHT 5. FIXTURES LIGHT FIXTURES SHOWN FOR SHOWN COORDINATION FOR COORDINATION PURPOSES PURPOSES ONLY. ONLY. 5. LIGHT FIXTURES SHOWN FOR COORDINATION PURPOSES ONLY. W6 6. ALL 6. FIXTURES, ALL FIXTURES, UNLESS NOTED UNLESS OTHERWISE, NOTED OTHERWISE, SHALL BESHALL LOCATED BE LOCATED WITHIN6.THE WITHIN CENTER ALLTHE FIXTURES, CENTERUNLESS NOTED OTHERWISE, SHALL BE LOCATED WITHIN THE CENTER A7.02 OF APPROPRIATE OF APPROPRIATE CEILING FINISH CEILING ORFINISH SHALLOR BESHALL SPACED BEEQUALLY SPACED EQUALLY AND AND OF APPROPRIATE CEILING FINISH OR SHALL BE SPACED EQUALLY AND PC02 PC02 PC02 PC02 PC02 PC02 PC02 (LOW) SYMMETRICALLY SYMMETRICALLY ALONG CEILING ALONGFINISH. CEILING FINISH. SYMMETRICALLY ALONG CEILING FINISH. 7. RECESSED 7. RECESSED LIGHTS, WHERE LIGHTS,REPLACED, WHERE REPLACED, SHALL MATCH SHALL (E). MATCH VIF PRIOR (E). VIF TO 7.PRIOR PURCHASE RECESSED TO PURCHASE LIGHTS, WHERE REPLACED, SHALL MATCH (E). VIF PRIOR TO PURCHASE 1' HANDRAIL EXTESION (TYP. AND INSTALLATION. AND INSTALLATION. AND INSTALLATION. BOTH SIDES, 3 LOCATIONS) 8. RECESSED 8. RECESSED LIGHTS, WHERE LIGHTS,SHOWN WHEREAT SHOWN PORT COCHERE, AT PORT COCHERE, SHALL BESHALL 6" DIA. 8. BE ANGLED 6" RECESSED DIA. ANGLED LIGHTS, WHERE SHOWN AT PORT COCHERE, SHALL BE 6" DIA. ANGLED PC4 PC4 EXTERIOREXTERIOR WET LISTED WET LED LISTED CAN LIGHT LED CAN 3000K. LIGHT BLACK 3000K. TRIM BLACK WITH TRIM SHATTER WITH SHATTER EXTERIOR WET LISTED LED CAN LIGHT 3000K. BLACK TRIM WITH SHATTER 8210'-0" RESISTANT RESISTANT FROSTEDFROSTED LENS. LENS. RESISTANT FROSTED LENS. LEVEL 1 FIN 9. PENDANT 9. PENDANT LIGHTS, WHERE LIGHTS,SHOWN WHEREAT SHOWN PORT COCHERE, AT PORT COCHERE, SHALL BESHALL EXTERIOR 9.BE EXTERIOR RATED PENDANT RATED LIGHTS, WHERE SHOWN AT PORT COCHERE, SHALL BE EXTERIOR RATED 100' - 0" PENDANTPENDANT LIGHT. SPEC. LIGHT. TBD SPEC. - TO BE TBD APPROVED - TO BE APPROVED BY DRB & BY OWNERSHIP DRB & OWNERSHIP PRIOR TO PENDANT PRIOR TO LIGHT. SPEC. TBD - TO BE APPROVED BY DRB & OWNERSHIP PRIOR TO PURCHASE PURCHASE & INSTALLATION. & INSTALLATION. PURCHASE & INSTALLATION. 10. 10. 10.

(E) VESTIBULE (E) VESTIBULE TO REMAIN TO- REMAIN NO CHANGE NO TO CHANGE SIZE AND TO SIZE AND WALL LOCATIONS WALL LOCATIONS

WD1-A

1 A6.11

GENERAL NOTES:

PC2

1' - 6"

PC02

3'-6"

3'-2"

(E) 86' - 0"

LOWER LOBBY

PC1

WD1 RF2

WD1

11' - 4"

PC4

VESTIBULE T.O. FINISH

(E) 86' - 0" (E) 86' - 0"

4 A6.20

1 A6.11

WD1-A

PC2

8210'-0" LEVEL 1 FIN 100' - 0" PC01

WD1-A

ST3

3'-2"

PC4

4 A6.20

WD1-A

PC02

PCB

Issuances and Revisions: 2019.08.20 FINAL DD SUBMITTAL 2019.11.27 BEAVER CREEK DRB 2020.01.17 GMP PRICING SET 2020.02.26 PERMIT SET 2020.xx.xx CONSTRUCTION DOCUMENTATION

4 5 6 7 9

Issuances and Revisions: 2019.08.20 FINAL DD SUBMITTAL 2019.11.27 BEAVER CREEK DRB 2020.01.17 GMP PRICING SET 2020.02.26 PERMIT SET 2020.xx.xx CONSTRUCTION DOCUMENTATION

WD1-A WD1-A

PENDANTPENDANT

7'-10 3/4"

± 86' - 0"

VESTIBULE VESTIBULE T.O. FINISH T.O. FINISH

2 3/4" 11'-2 3/4"

PC02 PC02

PC02

WD1

ST3

19'-11 1/4"

File Path: Plot Date:

T.O. FINISH

W6 A7.02 (LOW)

PC02

6 A6.20

1' HANDRAIL 1' HANDRAIL EXTESIONEXTESION (TYP. (TYP. BOTH SIDES, BOTH 3 LOCATIONS) SIDES, 3 LOCATIONS)

PC02

5 A6.20

RF2 WD1-A R5 A7.1

PC02

6:12

PC2

WD1

8210'-0"

27'-10"

W6 A7.02 (LOW)

PC2

A6.11

88' - 0"

7'-10 3/4"

T.O. FINISH T.O. FINISH ± 86' - 0" ± 86' - 0"

PC02

8210'-0" LEVEL 1 FIN 100' - 0"

REFLECTED REFLECTED CEILING CEILING PLANPLAN GENERAL GENERAL NOTES: NOTES:

PC1

6 A6.20

PC3

RF2

4 5 6 7 9

WD1-A STEP LIGHT (TYP COLUMN BASE)

STEP LIGHT (4 LOCATIONS)

T.O. FINISH

88' - 0"

PC02

A6.20 WD1

PC3

SCALE: 3/16" = 1'-0"

PROVIDE STEEL STRUCTURE R5 PER STRUCTURAL R5 PC02 ENGINEER AND ALL ASSOCIATED GYP. A7.1 PACKING 6:12 A7.1 AND FIRE RETARDANT WOOD WRAP.

PC02 PC02

6:12 WD1-A

WD1-A 5 A6.20

PORT COCHERE AXONOMETRIC

Issuances Issuances and Revisions: and Revisions: SCALE: A6.11FINAL DD 2019.08.20 4 2019.08.20 SUBMITTAL FINAL DD SUBMITTAL 2019.11.27 5 2019.11.27 BEAVER CREEK BEAVER DRB CREEK DRB6" DIA. ANGLED 2020.01.17 6 2020.01.17 GMP PRICING GMPSET PRICING SET EXTERIOR WET LISTED LED CAN LIGHT 3000K. PCB 2020.02.26 7 2020.02.26 PERMIT SET PERMIT SET BLACK TRIM WITH 2020.xx.xx 9 2020.xx.xx CONSTRUCTION CONSTRUCTION RF2 RESISTANT SHATTER DOCUMENTATION DOCUMENTATION FROSTED LENS

PCB

PC4

PC02 109' - 11 1/2" 6:12

PC01

ENLARGED ELEVATION - PORT COCHERE - W

T.O. FINISH T.O. FINISH 88' - 0"

PC3

PCA

6 A6.11

PC02

4 6" DIA. ANGLED 6" DIA. ANGLED 5 EXTERIOREXTERIOR WET LISTED WET LISTED 6 PC01 LED CAN LIGHT LED CAN 3000K. LIGHT 3000K. 7 BLACK TRIM BLACK WITH TRIM WITH SHATTER SHATTER RESISTANT RESISTANT 9 FROSTEDFROSTED LENS LENS

SCALE: 3/16" = 1'-0"

T.O. RIDGE

PC02

6:12

PCA

PC4

LEVEL LEGEND: 1 FIN ST1 REFLECTED CEILING PLAN LEGEND: REFLECTED REFLECTED CEILING CEILING PLANPLAN LEGEND: 100' - 0"

ST3

± 83' - 6"

A6.11

PC02

6:12

RF2

1 A6.11

T.O. FINISH

- 0" WALL88'MOUNTED, T

STEP STEP LIGHT STEPLIGHT LIGHT. FIXTURE (4 LOCATIONS) (4 LOCATIONS)

27'-10"

± 83' - 6" ± 83' - 6" EXTERIOR,

PC02

PC1

6 A6.11

ENLARGED ELEVATION - PORT COCHERE - E

BASEMENT FINISH 86' - 0"

11' - 4"

18'-0"

1'-6 1/8"

T.O. FINISH

T.O. FINISH T.O. FINISH

PC02

1 A6.11

STEP LIGHT (6 LOCATIONS) EXTERIOR, WALL MOUNTED, STEP LIGHT STEP LIGHT STEP LIGHT. FIXTURE TBD (TYP COLUMN (TYP BASE) COLUMN BASE)

PC3

R5 A7.1

PC3

PC2

6' LANDSCAPE BENCH

2 A6.20

6 20

PC2 R5 A7.1

107' - 9 1/2"

W1 A7.02 (LOW)

PC01

6 A6.11

PC02 PC02

1' - 6"

1 A6.11

2 A6.20

88' - 0"

PC01

BASEMENT FINISH PC02 86' - 0"

PC02

6:12

W6 A7.02 (LOW)

PLANTER

PLANTER 88' - 0"

PCA

PC2

EXTERIOR, WALL MOUNTED, STEP LIGHT. FIXTURE TBD

PC1

5:12

18'-0"

PC2

PC3

T.O. FINISH T.O. FINISH

PC02

PCA

T.O. RIDGE

W1 A7.02 (LOW)

6' LANDSCAPE 6' LANDSCAPE BENCH BENCH

PC02

18'-0"

W6 A7.02 5 A6.20 (LOW)

2 A6.20

PC02

A6.11

PC1

PC2

STEP LIGHT STEP LIGHT (6 LOCATIONS) (6 LOCATIONS)

PC02

WD1-A

ST3 ST1

PC1

STAMPED COLORED CONCRETE

W1 A7.02 (LOW)

18'-0"

W6 A7.02 (LOW)

PCB

88' - 0"

ACCESS RAMP - 30'-0" @ 1:12

PCB

6 A6.11

A6.11

6' LANDSCAPE BENCH SCALE: 3/16" = 1'-0" A6.11

1830 blake st. denver, co 80202 303.308.1373

Consultants:

PC02

BASEMENT FINISH 86' - 0"

3'-2"

88' - 0"

STAMPEDSTAMPED COLOREDCOLORED CONCRETE CONCRETE

7'-0" A6.11

T.O. FINISH PLANTER

PLANTER

STAMPED COLORED CONCRETE 6 6

A6.11

T.O. FINISH T.O. FINISH

PC1

500 w. main st. aspen, co 81611 970.544.9006

303.308.1373

WD1-A

PC02

BASEMENT FINISH 86' - 0"

ENLARGED ELEVATION - PORT COCHERE - N ENLARGED ELEVATION - PORT COCHERE - W 3 SCALE: 3/16" = 1'-0"

4'-2" 5'-7" CLR. 6' LANDSCAPE 6' LANDSCAPE BENCH BENCH

PC02 PC02

PC02

6:12

A6.20 COLORED T.O. FINISH STAMPEDSTAMPED COLORED CONCRETE CONCRETE ± 83' - 6"

6 A6.11

C:\Users\zcarson\Documents\21904_HIGHLANDS LODGE_CENTRAL_zachary.carson.rvt 5/28/2020 10:55:20 AM

± 83' - 6" ± 83' - 6"

PC02

1' - 6"

T.O. FINISH T.O. FINISH

-2" 5'-7" CLR. 5'-7" CLR.

88' - 0"

PC1

PC02

19' - 11"

PC1

PC02

19' - 11"

PC1 3 A6.20

7'-0"

88' - 0"

C1 3 A6.20

PC02

18'-0"

88' - 0"

1'-6 1/8"

88' - 0"

T.O. FINISH

970.544.9006

EXTERIOR PENDENT LIGHT. SPEC. TBD, TO BE APPROVED BY DRB & OWNERSHIP PRIOR TO PURCHASE & INSTALLATION.

WD1-A ST3 ST1

ST3 7'-0"

T.O. FINISH T.O. FINISH

ST1

WD1-A ST3

ST1

6:12

88' - 0"

27'-10"

88' - 0"

ST3

19'-11 1/4"

88' - 0"

architecture / urban design / interior design

architecture / urban design / interior design 8210'-0" 500 w. main st. 1830 blake st. LEVEL 1 FIN aspen, co 81611 denver, co 80202 100' - 0"

500 w. main500 st. w. main st. 1830 blake 1830 st. blake st. aspen, co 81611 aspen, co 81611denver, co 80202 denver, co 80202 970.544.9006 970.544.9006 303.308.1373 303.308.1373

15'-0" Consultants: Consultants:

rowland+broughtonw

rowland+broughton

architecture architecture / urban design / urban / interior design design / interior design

8210'-0" LEVEL 1 FIN 100' - 0"

EXTERIOREXTERIOR PENDENTPENDENT LIGHT. LIGHT. RF2 SPEC. 15'-0" TBD, SPEC. TO BE TBD, APPROVED TO BE APPROVED BY DRB & BY OWNERSHIP DRB & OWNERSHIP PRIOR PRIOR TO PURCHASE TO PURCHASE & & INSTALLATION. INSTALLATION. WD1-A

ST1

T.O. FINISH T.O. ST1FINISH

rowland+broughton rowland+broughton

3 A6.11

8210'-0" LEVEL 1 FIN 100' - 0"

27'-10"

3 A6.11

11' - 4"

3 A6.11

1. ALL PORTE COCHERE STRUCTURAL MEMBERS TO BE WRAPPED SIMILAR TO DETAIL 8 & 9 / A7.02 TO PROVIDE NECESSARY FIRE RATING FOR PORTE COCHERE. 2. PROVIDE FULLY INSULATED CEILING CAVITY AND INSULATED FIRE SPRINKLER ASSEMBLY TO MATCH EXISTING WET PIPE, FIRE SPRINKLER ASSEMBLY. 3. REFER TO REFLECTED CEILING PLANT FOR LIGHT LOCATIONS.

WD1-A

STU2

APPLY NEW APPLY STONE NEW CLADDING STONE CLADDING AND CAP AND CAP TO EXISTING TO EXISTING RETAINING RETAINING WALL. WALL. WD1 STONE/CAP STONE/CAP TO MATCHTO INSTALLATION MATCH INSTALLATION AT NEW ENTRANCE AT NEW ENTRANCE PLANTER PLANTER BED. BED.

GENERAL NOTES:

PCB

30'-0"

WD1

Issuances and Revisions: 2019.08.20 FINAL DD SU 2019.11.27 BEAVER CRE 2020.01.17 GMP PRICING 2020.02.26 PERMIT SET 2020.xx.xx CONSTRUCT DOCUMENTA

4 5 6 7 9

SCALE:

PCB

11'-0"

PC3

PC4 4 A6.20

PORT COCHERE AXONOMETRIC

2 A6.11

3/16" = 1'-0"

RF2 PCB

11'-0"

SCALE: WD1-A

12'-0"

1 A6.11

PC4

Riverfront Loft

Client: Confidential Project Type: Single Family Residential Type of Work: Remodel Location: Denver | Colorado Date: 10/2019 - 6/20 Status: Under Construction Size: 1,630 GSF Cost: $465,000 Programs Used: Revit, Sketchup, VRay Responsibilities: Interior architectural design, detailing, specifications, visualization, approvals documentation

Schematic Design | Design Development | Construction Documentation | Construction Admin.

living rendering

10 W/D

4 3

1 2 3 4 5 6 7 8 9 10 11

lounge living guest bed guest bath kitchen mechanical dining laundry master bed master bath master closet

8' north

marketing floor plan 10

dining / kitchen rendering GLASS WALLS ABOVE, RE: 8/A7.4, 2/A9.4

SC3

UC1

GUEST CLOSET 104

PLAN NORTH

1 A3.1

PROPOSED REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0"

TRUE NORTH

SC2 REC1

PT 01

2' - 6"

9' - 10 3/4"

UC1

REC1

UC2

KITCHEN 106

EQ REC2

MECH 108

PT 01

B.O. CLG 8' - 0"

REC1

PT 01

TSTAT

SC3

PT 01

PT 01 REC2

UC1

LAUNDRY 109

SC1

REC1

2' - 10"

8' - 0"

4' - 9"

MASTER BED 110

SC1

EF1

MASTER BATH 112

6' - 11"

PT 01

B.O. STRUCT

SC3

MASTER CLOSET 111

0' - 11 1/2"

EQ 2' - 11 3/4"

FL1 UC2

EQ EQ

3' - 6"

ENTRY 100 RECW1

2' - 6"

reflected ceiling plan 11

EF1

GUEST BATH 105

PT 01

8' - 6" B.O. CLG

3' - 9 3/4"

3 3

REC1

1' - 7 1/8"

8' - 0" REC3

GUEST BED 103 EX

UC1

SC2 REC1

REC3 SC1

PT 01

REC1

PT 01 EQ

2' - 1"

8' - 6"

SC1

PT 01 REC3

B.O. CLG

2' - 8"

REC1

DUCTS BECOME EXPOSED

B.O. CLG

UC1

RECW1 1' - 0"

9' - 10 3/4"

/4" 11

3' - 6"

16' - 10 3/4"

B.O. STRUCT

19'

3' - 6"

PT 01

3' - 8 1/2"

UC1

B.O. CLG 9' - 3"

2' - 1"

B.O. CLG 9' - 10 3/4" LINE OF EXST. SOFFIT, TYP.

PT 01

36' - 2 3/4"

RECW1

3' - 10 1/4"

REC1

TV 1' - 7 1/2"

REC1

2' - 1"

RECW1

LOUNGE 101

RECW1

EX 4' - 3"

2' - 6 1/4"

LIVING 102

EQ REC3

B.O. CLG

4' - 7"

9' - 10 3/4"

8' - 6"

PT 01

3 D

-5 22'

REC1

4' - 3"

REC1

3' - 7 1/2"

/2" 19'

9' - 10 3/4"

B.O. CLG

REC1 SC2

REC1

-1

3' - 0"

6" P1

DUCTS BECOME EXPOSED

B.O. CLG 8' - 6"

2' - 6"

B.O. STRUCT

LINE OF EXST. SOFFIT, TYP.

REC1

PT 01

DINING 107 EX

REC1

6' - 0"

2' - 8"

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

3' - 0"

THE GENERAL CONTRACTOR. ANY DISCREPANCIES SHOULD BE COMMUNICATED TO THE ARCHITECT 2. ALL WALLS THAT ARE UNTAGGED ARE TO BE EXISTING TO REMA PER FINISH SCHEDULE 3. ALL DIMENSIONS TO EXISTING WALLS ARE ASSUMED PER ORIGI OBSERVATION. GC TO VERIFY EXISTING CONDITIONS IN RELATIO PROVIDED DIMENSIONS AND COORDINATE ANY DISCREPANCIES BEFORE PROCEDING WITH THE WORK

14"

1' - 6"

1' - 6" 2' - 4" 8' - 6"

1' - 6"

8' - 6" 6' - 3 1/2"

3' - 2"

3' - 7 1/2"

3' - 2"

2' - 8"

24 3/4"

2' - 8 3/4"

1' - 6"

1' - 6" 8"

6' - 8"

10 3/4" 8"

FIXED PANEL

SOFFIT

1/105

3' - 3 1/4"

VIF

2' - 5"

2' - 0 1/2"

A9.3

ALIGN

1/103

COLUMN

GUEST BATH 105

GUEST BED 103

SOFFIT IN DISTANCE COLUMN

VIF

2' - 1 1/4"

PT 01

5' - 4 1/2"

VIF

3' - 3 7/8"

VIF

1' - 6 1/4"

2' - 0"

8' - 3"

2' - 5" 0' - 4"

4' - 0"

1' - 4 5/8" 4"

4" 6"

FIXED PANEL MICROWAVE SURROUND

SCALE: SCALE: 1/2" 1/2" == 1'-0" 1'-0"

9' - 4 3/4"

1' - 9 1/4"

2' - 0 1/2"

106_KITCHEN_E 106_KITCHEN_W

A9.3 A9.3

COLUMN

1/112

3' - 5 1/2"

1' - 9"

2 5/8" 8' - 6"

5/8" SPEAKERS 2AND SUBWOOFER, BY OWNER 4' - 8 3/4"

SP1-A 4' - 3 1/2"

PLAN NORTH

PROPOSED DIMENSION FLOOR PLAN 106_KITCHEN ISLAND_W GUEST SUITE

42 3

SCALE: 1/2" = 1'-0"

A9.3 A2.1d

1' - 9 1/2"

2' - 6" 5 5/8" 4' - 6"

2 5/8"

4' - 11 1/4"

CURVED

5' - 0"

TRUE NORTH

2' - 8"

TV, BY OWNER; 55" MW 01

ENTRY 100

CLAD MILLWORK PULL-OUT DRAWER; TOUCH LATCH

1' - 8"

C 3' - 2"

5' - 11 7/8"

GUEST CLOSET 104 SS 01

STC 01

3' - 2 1/4"

1 1/4"

1' - 10 1/4"

VIF

2' - 8"

3' - 5 5/8"

2' - 11 1/2"

8' - 6"

9' - 3"

ALIGN

SEATING SP1

PROPOSED DIMENSION FLOOR PLAN 106_KITCHEN ISLAND_W MASTER SUITE 1 A2.1d

6" FIXED PANEL

DOOR TO BALCONY

PLAN NORTH

18"

2' - 2"

4' - 0"

9' - 3" CURVED

*P1

6 1/2"

18' - 1 1/2"

1' - 4" 2' - 2" 1' - 4"

4' - 6"

2' - 0 1/2"

MASTER BED 110

2' - 8"

4' - 8 3/4"

*P1

2' - 4"

1' - 8"

3' - 0"

6' - 10" 14"

MW 01 FRZR

PANTRY W/PULLOUT SHELVES

SCALE: 1/2" = 1'-0"

5' - 9 5/8"

4' - 3 1/2" SEATING

CLAD TRASH / SS 01 RECYCLING PULL-OUT; TOUCH LATCH

SS 01

10 3/4" 8"

3' - 2"

10 3/4" 8"

14"

2' - 0"

FAUCET LOC. PER EXST. FIN.

MASTER BATH 112

MASTER CLOSET 111

FRZR

2' - 0"

2' - 6"

3' - 0 1/4" 4" VIF

2' - 9"

1/111

MECH 108

PT 02

MW 01 1/2" INTEGRAL FINGER PULL AT ALL MWRK

*P1

1' - 2"

106_KITCHEN_S

A9.3

CLAD MILLWORK PULL-OUT 1' - 8" 2' - 8" DRAWER; TOUCH LATCH

1' - 8"

SS 01

B 9' - 10 3/4"

ALIGN FRAMING TO EXIST.

1' - 2" TYP. ROLLER SHADE,

1/109

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

ALIGN

1 1/4"

STC 01

3' - 2"

2' - 7 3/4"

3' - 10" VIF

6' - 10 7/8"

2' - 0"

COLUMN

3' - 2"

4" ALIGN

ALIGN

2' - 4 1/4"

4' - 10"

CLR

EQ OPEN EQ TO LOUNGE/LIVING BEYOND

1 P W

1' - 2"

ALIGN

2' - 0 1/2"

FIXED PANEL MICROWAVE SURROUND

SINK LOC. PER EXST. VIF

3' - 0 1/4"

VIF

LAUNDRY COLUMN 109

PT 01

3' - 2"

6 1/4"

2' - 9 1/2"

7" TOILET SHIFT

SCALE: 1/2" = 1'-0"

RANGE

(1) ADJ SHELF PER CABINET

1' - 2"

SS 01

*P2

OUTLET TO HAVE USB POWER

OUTLET TO HAVE USB POWER 8' - 6"

2' - 4"

1' - 6"

8' - 6"

10 1/2"

2 3/4" 2 3/4"

FIXED PANEL

REF

2' - 4"

MICROWAVE

8 3/8"

106_KITCHEN_E

SCALE: 1/2" = 1'-0"

CLAD HOOD

1' - 7"

1' - 6"

2' - 0 1/2"

VIF

MASTER SHOWER 113

4 1/2"

2' - 0" 3' - 5 1/2"

MASTER WC 114

FILLER

2' - 11 3/4" 3' - 2"

1' - 6"

6' - 8 1/4"

2' - 2"

SOFFIT

A9.3

MW 01

2' - 4"

2' - 4" ALIGN

1' - 6"

1' - 8 1/8"

24 3/4"

LINEAR SHOWER *P1 DRAIN ALIGNED OVER EXISTING

7 1/4" VIF FIXED PANEL

PT 02

8" 4"

6' - 8"

6' - 10"

SS 01

DRAIN LOCATION

A9.3

9 1/2"

3' - 0"

MW 01

1/110

4' - 6"

9' - 5 1/8"

FIXED PANEL

*P1

FRZR

1/2" INTEGRAL FINGER 1' -PULL 8" AT ALL MWRK THIS WALL, TYP.

COLUMN

10"

1' - 6" 2' - 8 3/8"

MW 01

FRZR

1' - 9 3/4"

10 1/2"

*P1

VIF

(1) ADJ SHELF PER CABINET

3' - 0"

VIF EQ

5' - 3 7/8"

1' - 6"

1' - 8"

6" 1' - 4 3/8" 1' - 2"

REF

1/2" INTEGRAL FINGER PULL AT ALL MWRK THIS WALL, TYP.

1' - 2"

8' - 6"

(1) ADJ SHELF PER CABINET

1' - 6"

OUTLET TO HAVE USB POWER

8' - 6"

FIXED PANEL

CLR

1/2" INTEGRAL FINGER PULL AT ALL MWRK THIS WALL, TYP.

TRUE NORTH

SCALE: = 1'-0" SCALE:1/2" 1/2" = 1'-0"

2' - 4"

BUILT-IN MILLWORK: • TV • OWNER A/V EQUIPMENT

101/102_LOUNGE/LIVING_N FILLER PANEL

ADJ SHELF

*P5

6' - 2"

1' - 4"

MW 01

CORNER FRAMING PER GC

3' - 0 9/16"

2' - 0"

109_LAUNDRY_S SCALE: 1/2" = 1'-0"

2' - 0"

PT 02

2' - 0"

6' - 2 1/4"

109_LAUNDRY_W

A9.3

2' - 0"

WOOD JAMB

SP1-A 2' - 0"

SP1 01

PLAN DETAIL TILE CORNERS

A7.4

W2 A7.1

EXISTING BLINDS, CONFIRM CORNER FRAMING PER RAISED GC MINIMUM DEPTH WHEN

01 W2

EXIST. DRAIN, GC TO VERIFY SIZE AND LOCATION IN FIELD & COORD. W/ ARCHITECT

A9.1

SCALE: 1/2" = 1'-0"

100_ENTRY_E

A9.1

SCALE: 1/2" = 1'-0"

A7.1

1' - 2 3/4"

INTERIOR

SECTION DETAIL SECTION DETAIL -SECTION DETAIL TYP.DRAIN ACCENT SOFFIT EDGE TYP. WALL BASE 16 SHOWER

SCALE: 3"==1'-0" 1'-0" 3" 3" = 1'-0" A7.4SCALE:SCALE: A7.5 A7.4

A7.4 A7.4

A7.1

rowland+b

architecture / urban de 500 w. main st. aspen, co 81611 970.544.9006

Consultants: 6

A7.4 A7.4

SCALE: 3" 3"==1'-0" 1'-0" SCALE:

A9.1

GUEST CLOSET 104

1' - 10" 3 1/2" 2' - 8"

SOLID CORE DOOR - RE: DOOR INTERIOR SCHEDULE PAINTED MDF SILL KEY PLAN ENTRY 100, LOUNGE 101 + LIVING 102 A LINEAR DRAIN, RE: 2/A7.5 FOR FULL DETAILING WALLOF FINISH, TYP. LINE THRESHOLD BEYOND

A9.1

A9.1 3 10

PLAN NORTH

SCALE: 1/4" = 1'-0"

CFS SILL FRAMING

PROTECTION BOARD WRAPS INTO CAVITY

SECTION DETAIL PLAN DETAIL ROLLERSHADE TILE CORNERS POCKET

1 2

LINEAR STEAMHEAD - MOUNT TO BENCH FRAMING. FLUSH W/ STONE FINISH SEALANT & BACKER ROD JOINT @ WALL W/OUT WINDOW SHIM AS REQ'D CONTINUOUS SILICONE SEALANT EITHER SIDE VAPOR / MOISTURE BARRIER OF STEAM OUTLET FACE WOOD JAMB PAINTED ON INSIDE OF MDF SILL

SILICON SEALANT @ U CHANNEL, TYP.

0' - 6"

SCALE: 1/2" = 1'-0"

100_ENTRY_S

4 1/2"

A9.1

TYP.

TILE SILL, SLOPE GROUT TO DRAIN AS NEEDED

A7.1

100_ENTRY_W

RECESSED U CHANNEL

GC TO PROVIDE BLOCKING AT ALL ART, MIRRORS AND ACCESSORIES, TYP.

Issuances an 2019.12.19 2020.03.11 2020.03.18

2 3 4

EXST.

A9.

SCALE: 1/2" = 1'-0"

LINE OF BASE BELOW, TERMINATE AT MULLION MR. STEAM GENERATOR TO FIT WITHIN BENCH FRAMING. GC TO COORD WATER FINISH, RE: FINISH SCHEDULE INLET, ACCESSORY CONNECTIONS & GUEST BED DRAINAGE 103 GYP BD, 5/8" STEAM GENERATOR ACCESS PANEL PER MFR. SPECS. FLUSH FINISHSOLID & HIDDEN HARDWARE WOOD CASING

1/2" STARPHIRE GLAZING - FIELD GLAZED

6 3/4"

EXST. CONCRETE STRUCT.

101_GUEST HALL_S

SHOWER BENCH FRAMING TO ACHIEVE ACCOUSTIC SEALANT BELOW DESIRED DIMENSIONS TILE FINCFS CONTINUOUS INTO& TRIPLE END FRAMING "WINDOW" CAVITY DOOR JAMB

A7.1

3 3/4"

WEEPS AS NEEDED B

A9.1

SCALE: 1/2" = 1'-0"

EXISTING STOREFRONT BASE MULLION BEYOND 2' - 1"

5/8"

BD, 5/8"PAN MORTAR SLOPEDGYP SHOWER BED (MIN 1/4":12") FINISH, RE: FINISH SCHEDULE

SCALE: 1/2" = 1'-0"

LIVING 102

WALL SCONCE, SC2; RE: LIGHTING SCHEDULE. GC TO VERIFY MOUNTING HEIGHT IN FIELD WITH DESIGNER.

109_LAUNDRY

7 A9.3

SCALE: 3" = 1'-0"

1/4"

1 3/4"

ENTRY DOOR TO CORRIDOR

TRUE NORTH

101_GUEST HALL_E

1' - 6" EXISTING CURTAIN WALL ART BY OWNER STAINLESS STEEL OUTSIDE SIZE TBD; VERIFY MOUNTING MULLION AND DEFLECTION HEAD CORNER EDGE PROTECTION LOCATION IN FIELD WITH STRIP - SCHLUTER FINEC OR SIM DESIGNER

2 1/2"

PLAN NORTH

SECTION DETAIL MASTER HALL WALL TERMINATION & DOOR JAMB @ EXIST. MULLION

1' - 6"

PLANS

TYP.

F1 A7.1

EXST.

File Path: Plot Date:

STAINLESS STEEL INSIDE CORNER MOVEMENT JOINT ROLLER SHADE - CEILING MOUNTED, 2' - 1" SCHLUTER DILEX-EKE LUTRON SIVOIA QS 100OR ORSIM SIM. HOUSING PER MFR

PT 02

A7.1

DOO

PT 02

FULL DEPTH ACOUSTIC SEALANT

A9.1

SCALE: 1/2" = 1'-0"

A7.4

SOLID WOOD BASE - PAINT GRADE SHOWER PAN LINERCEILING / VAPORSYSTEM & SUSPENDED MOISTURE BARRIER REDGARD OR SIM CONSOLE TABLE PER FFE

RE:

INTERIOR

3' - 0 1/4"

SCALE: 1/2" = 1'-0" SCALE: 1/4" = 1'-0" A9.3

SECTION DETAIL PLAN DETAIL F2 MASTER A7.1 BATH GLASS WALL HEAD MULLION & SILL INTERIOR FRAMED WALL @ EXIST. SCALE: 3" 3"==1'-0" 1'-0" SCALE:

3 4

EXST. CONCRETE STRUCT.

A7.4

Issuances and Revisio 2020.03.11 PERMIT 2020.03.18 CD SUB

SECTION DETA MASTER HALL SCALE: 3" = 1'-0"

technical documentation 1' - 6"

HEAD 2 1/2"

CFS FURRING

MITERED CORNERS, TYP.

SECTION DETAIL SHOWER BENCH

UNFACED SOUND BATT INSULATION 3" OR PER GC. TURN UP WALL AT CEILING EDGES

2 1/2"

ROLLER SHADE - CEILING MOUNTED, LUTRON SIVOIA QS 100 OR SIM. HOUSING PER MFR

EXST. CONCRETE STRUCT.

EXST.

APPLIED BASE BOARD PAINT-GRADE

3/4"

OLID SURFACE SLAB @ OF NICHE, BEYOND - TO H SHOWER TILE

A7.1

101/102_LOUNGE/LIVING_S - OPEN TV

SCALE: 3" = 1'-0"

CFS FURRING 5/8" PROTECTION BOARD GYP BD, 5/8" DENSSHIELD BACKER OR SIM RADIANT HEATINGSOUND MAT, BATT INSULATION UNFACED FINISH, RE: GC. FINISH SCHEDULE SCHLUTER DITRA HEAT DUO ORWALL AT 3" OR PER TURN UP PT 02 SIM CEILING EDGES

: RCP

OLID SURFACE SLAB @ OF NICHE - TO MATCH WER TILE

MIRROR PER FFE

Consultants:

STACKED DOOR TO GUEST WASHER WOOD THRESHOLD BATH 105 B 01

INTERIOR KEY PLAN 109_LAUNDRY_E KITCHEN 106 + LAUNDRY 109 A

A9.3

SCALE: 1/2" = 1'-0" 4' - 6"

PT 02

EIGHT

OLID SURFACE SLAB @ OF NICHE - TO MATCH WER TILE, FLUSH JOINT

C:\Users\zcarson\Documents\21922_BRAUN DEN_CENTRAL_zachary.carson.rvt 4/20/2020 8:31:26 PM

R & MOISTURE BARRIER GARD OR SIM, CARRY OVER CURB

. CONCRETE STRUCT.

THIN-SET MORTAR OVER FINAL MORTAR SETTING BED - ADJUST THICKNESS TO ALIGN T.O. TILE FIN W/ CFS FRAMING T.O. DRAIN INFINITYEXST. DRAIN S-TIF 65 CUT TO FIT CONCRETE STRUCT. SOUND CAVITY ATTENUATING BATT FINISH UNFACED TILE W/IN GRATE PER INSULATION , FULL DEPTH MFR SPECS

EXST.

SET MORTAR PAINT-GRADE ANTAPPLIED HEATING MAT, WOOD CASING UTER DITRA HEAT DUO OR

CEILING HEIGHT

ROTECTION BOARD SHIELD BACKER OR SIM

WER CURB FRAMING PER GC

CERAMIC TILE, RE: FINISH SCHEDULE

A7.1

VARIES, RE: RCP

MITERED CORNERS, TYP. MIC TILE, RE: FINISH SCHEDULE

SOLID WOOD JAMB

EXISTING STOREFRONT VERTICAL MULLION

RE: PLAN MIN 3 5/8"

SHOWER BENCH FRAMING AND FINSH W1 RE: 3/A7.5 FOR FULL DETAILING A7.1

SSED ALUMINUM "U" CHANNEL

2' - 6"

500 w. main st aspen, co 816 970.544.9006

*P4 ART BY*P4 OWNER EQ

architecture /

TRIPLE CFS END FRAMING & A9.3 3 1 DOOR JAMB

INTERIOR

OF SOLID WALL JAMB BEYOND

R SILICONE SEALANT AS REQ'D

10 A9.1

*P5

rowlan

GYP BD, 5/8" A9.3

MW 01

1' - 4"

PT 02

MECH 108

KITCHEN 106 STACKING KIT W/DRAWER

PT 02

FIXED PANEL

*P5

109_LAUNDRY_N

5 A9.3

PLAN DETAIL INTERIOR FRAMED WALL @ EXIST. MULLION

A7.4

SCALE: 3" = 1'-0"

INTERIOR

D STARPHIRE GLASS SHOWER L. AT SHOWER DOOR, MAINTAIN MAX GAP BETWEEN B.O. DOOR T.O. TILE FIN

EXST. PWR PROVIDED WITHIN

CLEANING UTILITIES (VACUUM, BROOM, ETC.). ADJ. SHELVING HALFWIDTH; PWR PROVIDED WITHIN

SCALE: 1/2" = 1'-0"

SP1

*P5

STACKED DRYER

SS 01

5 A9.3

EXISTING STOREFRONT BASE MULLION

LINE OF THRESHOLD BEYOND

101/102_LOUNGE/LIVING_S

A9.1

3' - 0"

MW 01

SOLID CORE DOOR - RE: DOOR SCHEDULE

12' - 6"

A7.1

8' - 0 5/8"

1' - 6"

SHIM AS REQ'D

SCALE: 1/2" = 1'-0"

4' - 6"

3/4"

UC1

01 SOLIDBWOOD CASING

7 A9.3

SCALE: 1/2" = 1'-0"

1'A7.1 - 0 3/16" 3/4"

1/4"

A9.3 W2

HANGING STORAGE, PWR PROVIDED WITHIN

55" TV PER OWNER

FINISH, RE: FINISH SCHEDULE MW 01

SP1

5/8"

SCALE: 1/2" = 1'-0"

109_LAUNDRY_E

109_LAUNDRY_N

1 1/2" LINE OF MW-01 BASE BELOW, SHELVES AT MULLION TERMINATE

GYP BD, 5/8"

SP1-A

SP2

TRIPLE CFS END FRAMING & DOOR JAMB UC1

MW 01

01 SP1

3' - 0 1/4"

2' - 6"

MW 01

OPEN TO GUEST HALL BEYOND

PT 02

LAUNDRY 109

EXISTING STOREFRONT VERTICAL MULLION BEYOND

MW 01

3' - 2"

MW 01 STACKED WASHER

HANGING ROD, MILLWORKER TO PROVIDE RECOMMENDED DINING SPEC IN SHOPS FOR DESIGNER 107- FINISH TO MATCH APPROVAL PLUMBING AND / OR HARDWARE, TBD

PT 02 EXTERIOR

ACCOUSTIC SEALANT BELOW

ADJUSTABLE SHELVING WITHIN CABINET

55" TV PER OWNER

20"

STAINLESS STEEL OUTSIDE WITHIN CABINET CORNER EDGE PROTECTION STRIP - SCHLUTER FINEC OR SIM

SCALE: 1/2" = 1'-0"

*P4

EXST.

ADJUSTABLE SHELVING

*P4

MULLION BEYOND

5' - 0"

*P4

DOOR TO KITCHEN 106

MW 01

*P5

5 A9.3

DOORS IN POCKETED LOCATION, ENSURE CLEARANCE AT EDGE OF SHELVES EQ EQ EXISTING STOREFRONT BASE HOOK

2' - 0"

ROD

2' - 0"

STAINLESS STEEL INSIDE CORNER MOVEMENT JOINT SCHLUTER DILEX-EKE OR SIM

INTERIOR

EXISTING STOREFRONT VERTICAL MULLION

5' - 0"

2' - 8"

STACKED DRYER

FIXED PANEL

*P5

14"

SOLID WOOD BASE - PAINT GRADE

W2 A7.1

TYP.

3' - 2"

MW 01

2' - 0"

3' - 0"

File Path: Plot Date:

FINISH, RE: FINISH SCHEDULE

SS 01

STACKING KIT W/DRAWER 10 3/4" 8"

UNFACED SOUND ATTENUATING BATT INSULATION , FULL DEPTH

SOFFIT

C:\Users\zcarson\Documents\21922_BRAUN DEN_CENTRAL_zachary.carson.rvt 4/20/2020 8:31:30 PM

PT 02 3/4" FILLER PANEL AT SOFFIT / WALL EDGES

1 1/2" 33 1/2" 1 1/2" 14" 10 3/4" 8" 5' - 0"

HANGING ROD, MILLWORKER TO PROVIDE RECOMMENDED TOUCH LATCH CABINETS MOUNTING TO BE COORD. TV CONCEALED WITHIN MILLWORK, SPEC IN SHOPS FOR DESIGNER PT 02 PT 02 WITH ADJUSTABLE APPROVAL SHELF W/ MILLWORKER DOORS SWING TO POCKET BACK; - FINISH TO MATCH WITHIN CABINET PLUMBING AND / OR TOUCH LATCH HARDWARE, TBD PT 01

*P4

MW 01

PT 02 CFS FRAMING

GYP BD, 5/8"

A9.1

SCALE: 1/2" = 1'-0"

File Path: Plot Date:

1' - 10"

C:\Users\zcarson\Documents\21922_BRAUN DEN_CENTRAL_zachary.carson.rvt 4/20/2020 8:31:05 PM

A9.1

3/4" FILLER PANEL AT EQ SOFFIT / WALL EDGES

MASTER WC 114

102_LIVING_W FILLER PANEL

ADJ SHELF

BRAUN

EXISTING CURTAIN WALL MULLION AND DEFLECTION HEAD

1700 BASS UNIT #221

Riverline | South Wells Master Plan Concept Design | Schematic Design | Design Development Client: Lendlease | CMK Companies Project Type: Mixed Use Residential Type of Work: Masterplan | New Construction Location: Chicago, Illinois Date: 12/2014-11/2015 Status: Under Construction Size: 5 Million GSF, 3,600 Units Cost: Confidential Programs Used: Revit, Illustrator, InDesign, Photoshop, Rhino Responsibilities: Massing development, test fits, program allocation, model building, schematic design of one building, design development of the two first phase buildings, site visits and OAC meetings during initial CA

professional aerial render

professional public space render

professional north site render

central green space 15

building â&#x20AC;&#x153;Eâ&#x20AC;? development

professional green space render

330

C E

9575 W. Hig Ro

C.E. A

WMA Consulti

2 E.A30-01

ROOF 422' - 4"

330 North Wabash Ave. Suite 3600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com

LEVEL 39 400' - 8"

9575 W. Higgins Road, Suite 700 Rosememont, IL 60018 847-696-4060 175 N. Franklin Street Chicago, IL 60606 312-750-1701

Spaceco

815 S. Wabash Ave. Chicago, IL 60605 312-786-4310

STRUCTURAL

C.E. Anderson & Assoc.

LEVEL 37 380' - 0"

LEVEL 36 369' - 8"

MEP

WMA Consulting Engineers, Ltd.

LEVEL 36 369' - 8"

LEVEL 35 359' - 4"

Hoerr Schaudt Landscape Architects

LANDSCAPE

LEVEL 35 359' - 4"

175 N. Franklin Street Chicago, IL 60606 312-750-1701 815 S. Wabash Ave. Chicago, IL 60605 312-786-4310

LANDSCAPE

Hoerr Schaudt Landscape Architects

850 West Jackson Blvd., Suite 800 Chicago, IL 60607 312-492-6501

LEVEL 38 390' - 4"

9575 W. Higgins Road, Suite 700 Rosememont, IL 60018 847-696-4060

LEVEL 37 380' - 0"

MEP

850 West Jackson Blvd., Suite 800 Chicago, IL 60607 312-492-6501

LEVEL 34 349' - 0"

NOT FO CONSTRUC

D LEVEL 34 349' - 0"

LEVEL 33 338' - 8"

NOT FOR CONSTRUCTION

LEVEL 32 328' - 4"

RIVE

LEVEL 32 328' - 4"

NOT FOR CONSTRUCTION

LEVEL 31 318' - 0"

LEVEL 30 307' - 8" D

850 West Jack

LEVEL 39 400' - 8" CIVIL

LEVEL 38 390' - 4"

STRUCTURAL

C.E. Anderson & Assoc.

WMA Consulting Engineers, Ltd.

Hoerr Schaudt Lan

CONSULTANTS

CIVIL

Spaceco

E E

330 North Wabash Ave. Suite 3600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com

CONSULTANTS E

ROOF 422' - 4"

LEVEL 30 307' - 8"

LEVEL 29 297' - 4"

CMK DEVEL CORPO

LEVEL 29 297' - 4"

PROJECT PROJECT

LEVEL 28 287' - 0"

RIVER SOUTH CHICAGO, IL

LEVEL 27 276' - 8"

CHICAGO, IL

LEVEL 26 266' - 4"

225 W. Ohio, 6th Floor Chicago, IL, 60611

LEVEL 24 245' - 8"

LEND LEASE

LEVEL 23 235' - 4"

1 North Wacker Dr., Suite 850 Chicago, IL 60606 312-423-1325

LEVEL 25 256' - 0"

CMK DEVELOPMENT CORPORATION

LEVEL 24 245' - 8"

225 W. Ohio, 6th Floor Chicago, IL, 60611

LEVEL 23 235' - 4"

LEND LEASE 1 North Wacker Dr., Suite 850 Chicago, IL 60606 312-423-1325

LEVEL 22 225' - 0"

LEVEL 21 214' - 8"

KEYPLAN C

LEN

1 North Wacker D Chicag 31

LEVEL 26 266' - 4"

LEVEL 25 256' - 0"

CMK DEVELOPMENT CORPORATION C

225 W. Oh Chicag

LEVEL 28 287' - 0"

RIVER SOUTH

LEVEL 27 276' - 8"

LEVEL 21 214' - 8"

KEYPLAN

C C

LEVEL 20 204' - 4"

LEVEL 19 194' - 0"

LEVEL 18 183' - 8"

LEVEL 17 173' - 4"

LEVEL 16 163' - 0"

LEVEL 15 152' - 8"

LEVEL 14 142' - 4"

B LEVEL 12 132' - 0"

LEVEL 12 132' - 0"

LEVEL 11 121' - 8" B

LEVEL 11 121' - 8"

B B

LEVEL 10 111' - 4"

LEVEL 09 101' - 0"

LEVEL 07 70' - 9" LEVEL 06 62' - 0"

LEVEL 05 48' - 9" LEVEL 04 40' - 0" MARK

Drawn

A A

ISSUE

c:\temp\SW_ARCH_E_PetersH.rvt

3 6

8/27/2015 5:25:25 PM

8/28/2015 9:19:38 AM

c:\temp\SW_ARCH_E_petersh.rvt

c:\temp\SW_ARCH_E_PetersH.rvt 8/27/2015 5:35:41 PM

building “E” documentation

Checker Approver

LEVEL 02 18' - 0"

PERSPECTIVES

LEVEL 06 62' - 0"

TH LEVEL 05 51' - 0"

LEVEL 05 48' - 9"

TH LEVEL 04 40' - 0"

LEVEL 04 40' - 0"

TH LEVEL 03 29' - 0"

MARK

Job Number Drawn

TH LEVEL 02 18' - 0"

DATE

LEVEL 03 26' - 9"

026680.000 Author

Checked

Checker

Approved

Approver

LEVEL 02 18' - 0"

TH LEVEL 07 73' - 0"

TH LEVEL 06 62' - 0"

TH LEVEL 05 51' - 0"

TH LEVEL 04 40' - 0"

MARK

EXTERIOR B ELE

LEVEL 01 0' - 0"

SHEET NUMBER

Checked Approved

TH LEVEL 02 18' - 0"

E.A

ISSUE

Drawn

TH LEVEL 03 29' - 0"

TH LEVEL 01 7' - 0"

PERSPECTIVES

ELEVATION 2 EAST 1/16" = 1'-0"

1 4

ISSUE

TITLE

TH LEVEL 01 7' - 0"

TH LEVEL 06 62' - 0"

LEVEL 01 0' - 0"

SHEET NUMBER

LEVEL 07 70' - 9"

ISSUE CHART

Job Number LEVEL 03 26' - 9"

Author

Checked Approved

E.G00-20 1 3D View 5

ELEVATION 1 NORTH 1/16" = 1'-0" 2 3D View 2

TH LEVEL 07 73' - 0"

DATE

026680.000

TITLE

1 3D View 1

Level 1 Elevation of 0'-0

LEVEL 08 84' - 0"

Level 1 Elevation of 0'-0" = 10.00 CCD

ISSUE CHART

Job Number

LEVEL 09 101' - 0"

LEVEL 08 84' - 0"

Level 1 Elevation of 0'-0" = 10.00 CCD

University of Cincinnati Health Science Building Schematic Design | Design Development Client: University of Cincinnati Project Type: Higher Ed. Type of Work: New Construction | Addition Location: Cincinnati, Ohio Date: 11/2015-03/2016 Status: Pre Construction Size: 110,000 GSF Cost: $38 Million Programs Used: Revit, Illustrator, InDesign, Photoshop Responsibilities: Massing design, test fits, model building, rendering, schematic presentation, consultant coordination

reinvigorated green space

SCHEMATIC DESIGN | 03 NOVEMBER 2015

1' - 6"

Volume 1 | 3.4 Sections

ROOF 63' - 0"

3' - 0"

ROOF 63' - 0"

15' - 0"

2 1/4"

13' - 3 3/4"

1' - 6"

PC-2

T/PARAPET 64' - 10"

3' - 0"

LEVEL 04 48' - 0"

2' - 9 3/4"

LEVEL 04 48' - 0"

3' - 0"

15' - 0"

CW-1

12' - 2 1/4"

MTL-2

8" LEVEL 03 33' - 0"

3' - 0"

PC-2

LEVEL 03 33' - 0"

11' - 9 3/4" 2 1/4"

15' - 0"

12' - 0" CW-2

3' - 0"

2' - 9 3/4" 15' - 2 1/4"

LEVEL 01 0' - 0"

schematic facade detailing HEALTH SCIENCES BUILDING

LEVEL 01 0' - 0"

Enlarged East Wall

Volume 1 | 3.0 Visualization

SCHEMATIC DESIGN | 03 NOVEMBER 2015

schematic elevations 71 19

LEVEL 02 18' - 0"

18' - 0"

LEVEL 02 18' - 0"

HEALTH SCIENCES BUILDING

Rendered Elevations

new campus context

engaging public space 20

Anji Film School Concept Design | Schematic Design | Design Development Client: Anji Film + Television Institute Project Type: Higher Ed. Type of Work: Masterplan Location: Anji, China Date: 08/2015-10/2015 Status: On Hold Size: 1.98 Million GSF Cost: Confidential Programs Used: Revit, Illustrator, AutoCAD, Photoshop Responsibilities: Massing design, test fits, architectural articulation, landscape conceptualization, rendering, consultant coordination

housing public space

academic core

housing public space

massing/program evolution 22

facade studies

circulation diagrams

articulation distribution G

professional site render

ELEVATIONS SNOITAVELE CONCEPT TPECNOC

NORTH/SOUTH SECTION LOOKING WEST : SITE SECTION D B NOITCES ETIS : TSAE GNIKOOL NOITCES HTUOS/HTRON

professional public space render

ANJI FILM & TELEVISION INSTITUTE / PHASE I PARCEL C-01 PROJECT

EAST ELEVATION : SITE SECTION C A NOITCES ETIS : NOITAVELE TSEW

TCEJORP 10-C LECRAP I ESAHP / ETUTITSNI NOISIVELET & MLIF IJNA

valley

mountain

ampitheatre

valley

mountain

ampitheatre

blocks

stramp

blocks

stramp

flyover

solidscape

flyover

solidscape

wall

perkins + will 25

internal competition | masterplan + spatial typologies wall

bascules

MECHANICAL LEVEL 20

Abbott Hall and 345 E. Superior Street Chicago Campus Northwestern University

NORTHWESTERN UNIVERSITY CHICAGO CAMPUS

N DEWITT PLACE

345 E. SUPERIOR - PROGRAM BY USE

LEVEL 21

MIES VEN DER ROHE WAY

ABBOTT HALL - PROGRAM BY USE

N MICHIGAN AVENUE

ABBOTT HALL - PROGRAM BY GROUP

EXISTING SPACE USES AND USERS

E PEARSON STREET

LAKE SHORE PARK Museum of Contemporary Art

E CHICAGO AVENUE Levy Mayer Hall

Ward Memorial Building

LEVEL 19

LAKE MICHIGAN

Prentice Women’s Hospital

Lurie Children’s Hospital

MECHANICAL

Tarry Building Morton Building

Searle Building

Wieboldt Hall

Arthur Rubloff Building

McCormick Hall

E SUPERIOR STREET

LEVEL 18

Olson Pavilion

DRAFT - 02/27/17

Lurie Medical Research Building

McGaw Pavilion

Simpson Querrey Biomedical Research Center

345 E. Superior

Abbott Hall Heating Plant

N FAIRBANKS COURT

Northwestern Memorial Hospital

N MCCLURG COURT

E HURON STREET

LEVEL 17

NORTHWESTERN ACADEMY

E ERIE STREET

IVE E DR OR E SH N LAK

Huron Superior Parking Garage

680 Lake Shore Drive

Future RIC Hospital

LEVEL 16

N ST CLAIR STREET

E ONTARIO STREET

E OHIO STREET

N FAIRBANKS COURT

LEVEL 15

ϲ͕Ϭϴϳ ϯй

ϱϴ͕ϳϵϳ Ϯϲй

LEVEL 13

N DEWITT PLACE

LEVEL 14

ϭϭ͕ϰϳϱ ϱй

ϭϴ͕ϯϮϮ ϴй

E PEARSON STREET

AREA C 141,404 SF

LAKE SHORE PARK

ϭϰ͕ϲϬϰ ϳй

PD 3 BOUNDARY 33.73 ACRES

Prentice Women’s Hospital

Lurie Children’s Hospital

Tarry Building Morton Building

AREA A 247,714 SF

Levy Mayer Hall

Ward Memorial Building

Searle Building

Wieboldt Hall

Olson Pavilion

Lurie Medical Research Building

McGaw Pavilion

AREA D 130,982 SF

ůŝŶŝĐĂů

ZĞƐĞĂƌĐŚ

345 E. Superior Abbott Hall

Heating Plant

366,000 gsf

910,000 gsf

264,000 gsf

43,000 gsf

N MCCLURG COURT

KĨĨŝĐĞ

Simpson Querrey Biomedical Research Center

264,066 gsf

E HURON STREET

Northwestern Memorial Hospital

ƵǆŝůŝĂƌŝĞƐ

ƵŝůĚŝŶŐ ^ƵƉƉŽƌƚ

ŽŵŵŽŶ LEVEL 11

E ERIE STREET

FAR: 2.4 314,357 ALLOWABLE

AREA B 233,382 SF

IVE E DR OR E SH N LAK

Huron Superior Parking Garage

FAR: 9.9 2,452,369 ALLOWABLE

Arthur Rubloff Building

McCormick Hall

E SUPERIOR STREET

LEVEL 12 TO BE LEASED BY RIC

ϵϵ͕Ϯϭϰ ϰϰй

/ŶƐƚƌƵĐƚŝŽŶĂů

FAR: 13.25 1,873,603 ALLOWABLE

Museum of Contemporary Art

E CHICAGO AVENUE

TO BE LEASED BY RIC

N FAIRBANKS COURT

ϭϱ͕Ϭϲϵ ϳй

MIES VEN DER ROHE WAY

ƌĞĂ ďǇ ^ƉĂĐĞ dǇƉĞ ϯϰϱ ͘ ^ƵƉĞƌŝŽƌ

N MICHIGAN AVENUE

E GRAND AVENUE

AREA E 130,994 SF

FAR: 9.5 2,217,129 ALLOWABLE FAR: 17.44 2,284,535 ALLOWABLE

680 Lake Shore Drive

AREA G 46,094 SF

FAR: 15 691,410 ALLOWABLE

AREA F 71,615 SF

ƌĞĂ ďǇ ^ƉĂĐĞ dǇƉĞ ďďŽƚƚ ,Ăůů

FAR: 0.25 17,904 ALLOWABLE

Future RIC Hospital

ϲ͕ϮϬϲ ϲй

LEVEL 10

ϭ͕ϯϮϴ ϭй

ϭϰ͕Ϯϲϴ ϭϯй

N ST CLAIR STREET

E ONTARIO STREET

E OHIO STREET

Ϯϭ͕ϲϵϬ ϭϵй

N FAIRBANKS COURT

ZONING + LAND USE ABILITY LAB

KĨĨŝĐĞ

ƌĞĂ ďǇ hƐĞƌ ďďŽƚƚ ,Ăůů

ZĞƐĞĂƌĐŚ

ƵǆŝůŝĂƌǇ ^ĞƌǀŝĐĞƐ

sĂĐĂŶƚ

LAKE SHORE PARK Museum of Contemporary Art

E CHICAGO AVENUE

Prentice Women’s Hospital

Tarry Building Morton Building

Olson Pavilion

Huron Superior Parking Garage

ϭϵ͕ϵϭϴ ϭϳй

Lurie Medical Research Building

McGaw Pavilion

LEVEL 06

E ERIE STREET

NMH OCP GARAGE 575 SPACES NMH MCCLURG GARAGE 1,050 SPACES ERIE-ONTARIO GARAGE 2,206 SPACES

N ST CLAIR STREET

OFFICE

SCHOOL OF COMMUNICATION

RESEARCH

NUIT

CLINICAL

STUDENT AFFAIRS/SERVICES

INSTRUCTIONAL

ADMINISTRATIVE + SUPPORT SERVICES

COMMON

FOOD SERVICES

AUXILIARY SERVICES

SCHOOL OF PROFESSIONAL STUDIES

CORE

SCHOOL OF EDUCTION + SOCIAL POLICY

BUILDING SUPPORT/IT

N MICHIGAN AVENUE

MIES VEN DER ROHE WAY

MEZZ.

LEVEL 02

N DEWITT PLACE

sĂĐĂŶƚ LEVEL 03

E PEARSON STREET

LAKE SHORE PARK Museum of Contemporary Art

E CHICAGO AVENUE

DATA SERVER

Levy Mayer Hall

Ward Memorial Building Prentice Women’s Hospital

Lurie Children’s Hospital

LEVEL 02

Tarry Building Morton Building

MEZZ.

Searle Building

Wieboldt Hall

Arthur Rubloff Building

McCormick Hall

E SUPERIOR STREET Olson Pavilion

Lurie Medical Research Building

McGaw Pavilion

KITCHEN

Simpson Querrey Biomedical Research Center

345 E. Superior

Abbott Hall Heating Plant

E HURON STREET

N FAIRBANKS COURT

Northwestern Memorial Hospital

LEVEL 01

E ERIE STREET

IVE E DR OR E SH N LAK

Huron Superior Parking Garage

VACANT

SITE PATHWAY VERTICAL CIRCULATION

E GRAND AVENUE

KITCHEN

TERTIARY ROADS

560 N. FAIRBANKS LOT 105 SPACES TRANSIT + PARKING N FAIRBANKS COURT

&ĞŝŶďĞƌŐ ^ĐŚŽŽů ŽĨ DĞĚŝĐŝŶĞ

FEINBERG SCHOOL OF MEDICINE

PRIMARY ROADS SECONDARY ROADS

441 E. ONTARIO GARAGE 1,118 SPACE E OHIO STREET

^ĐŚŽŽů ŽĨ WƌŽĨĞƐƐŝŽŶĂů ^ƚƵĚŝĞƐ

PROGRAM

RIC SIDE LOT 22 SPACES ABBOTT HALL LOT 110 SPACES

ARKES PAVILION GARAGE 35 SPACES

680 Lake Shore Drive

E ONTARIO STREET

ĚŵŝŶŝƐƚƌĂƚŝǀĞ ĂŶĚ ^ƵƉƉŽƌƚ

VACANT

Abbott Hall Heating Plant

LEVEL 05

ϭϮ͕ϲϱϳ ϭϭй

&ŽŽĚ ^ĞƌǀŝĐĞƐ

345 E. Superior

680 Lake Shore Drive

Future RIC Hospital

CAMPUS SHUTTLE

E ONTARIO STREET N ST CLAIR STREET

BASEMENT

SHUTTLE STOP ACTIVE PATHWAYS TRANSIT STOPS DIVVY STATIONS

E OHIO STREET

ACTIVE TRANSIT

perkins + will

test fit proposal | use/user group exploded axon

N FAIRBANKS COURT

^ƚƵĚĞŶƚ ĨĨĂŝƌƐͬ^ĞƌǀŝĐĞƐ

Simpson Querrey Biomedical Research Center

Future RIC Hospital

LEVEL 04

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HURON-SUPERIOR GARAGE 2,000 SPACES

Arthur Rubloff Building

McCormick Hall

N FAIRBANKS COURT

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Eh/d

Wieboldt Hall

E HURON STREET

Northwestern Memorial Hospital

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Searle Building

E SUPERIOR STREET

IVE E DR OR E SH N LAK

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Levy Mayer Hall

Ward Memorial Building

LEVEL 07 Lurie Children’s Hospital

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275 E. CHESTNUT GARAGE 438 SPACES

E PEARSON STREET

N MCCLURG COURT

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LEVEL 08

N MCCLURG COURT

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MIES VEN DER ROHE WAY

N MICHIGAN AVENUE

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N DEWITT PLACE

E GRAND AVENUE

LEVEL 09

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concept design | site diagrams E GRAND AVENUE

Beztak Companies East Lansing Vision Plan Beztak Companies East Lansing Vision Plan

Beztak Companies East Lansing Vision Plan

TRANSIT Site Boundary

Spartan Village Community Center

City Boundary

PEDESTRIAN PATHS

MSU Campus Boundary

Site Boundary

Major Bus Lines

City Boundary

Standard Bus Lines

Spartan Village Laundry + Shop

MSU Campus Boundary

Rail Corridor

Campus Gateways

Bus Stops

Pedestrian Paths

Train Station Parking Lots Beztak Companies East Lansing Vision Plan

1/4 mile

1/2 mile

1 mile 15

MSU Indoor Tennis Facility

Beztak Companies East Lansing Vision Plan

1/4 mile

1/2 mile

1 mile

Site Access Transit

Site Access Pedestrian Paths

Sparton Child Development Center

BICYCLE + TRAILS Site Boundary

Site Boundary MSU Campus Boundary

perkins + will

Vehicle Circ.

Parking

Bus Stops Development Program

City Boundary

NATURAL + PROTECTED ENVIRONMENTS

EXISTING CONDITIONS: SITE UTILITIES + CIRCULATION

MSU Campus Boundary Existing Bike Lane

Site Boundary

Future Bike Lane

City Boundary

Ped. Circ.

Existing Shared Street

MSU Campus Boundary

500’

campus planning | site analysis diagrams

1000’

2000’ 33

Future Shared Street Existing Path

Protected Environmental/Historic

Future Mixed Use Path/Bridge

Protected Research Zones

East Lansing River Trail

100 Year Floodplain

Existing Conditions Site Utilities + Circulation 1/4 mile

1/2 mile 20

1 mile

1/4 mile

1/2 mile

Natural Systems Natural + Protected Environments

1 mile 12

Site Access Bicycles + Trails

perkins + will

interiors SD | design intent renders + elevation

perkins + will

model building | final competition quality

perkins + will

model building | schematic design quality

rowland + broughton

visualization| rendering snapshots 28

N O RT H FA C A D E

rowland + broughton

marketing| linework elevations

rowland + broughton

marketing| construction signage concept & execution

W E ST FA C A D E

MASSING

TEXTURE

VERNACULAR

The concept for Victorian Square is inspired by a nearby backcountry skiing haunt referred to by locals as “The Pillow Factory”. The highlight of this area is the countless snow-covered rock outcroppings (pillows) that gently step down the slope with skiers playfully bouncing down the terrain from one pillow to the next. We sought to abstract the inherent qualities of a typical pillow where the snow is softly DESIGN PROCESS suspended M A S S I N G over the mass of the rock, revealing the stratified lines of past snow falls. The concept for Victorian Square is inspired by a nearby backcountry skiing haunt referred to by locals as “The Pillow Factory”. The highlight of this area is the countless snow-covered rock outcroppings (pillows) that gently step down the slope with skiers playfully bouncing down the DESIGN PROCESS terrain from one pillow to the next. We sought to abstract the inherent qualities of a typical pillow where the snow is softly suspended over the mass of the rock, revealing the stratified lines of past snow falls.

Peterson Cover Brick from Denmark represents the stationary mass of the rock outcropping. These handmade bricks are detailed using a lapped siding technique with hidden fasteners, which recalls the many wood sided buildings that once were prevalent throughout downtown Aspen during the early mining years. African Mahogany represents the snow pillow and is detailed with an undulating façade to indicate the stratified lines of past snow storms and is cantilevered over the masonry T E X T U Rfaçade. E

This wood pillow also has another layer of significance in that of the old false storefront façades prevalent in mining towns during the turn of the century. However, unlike those historical applications where billboard and signage indicated the use or merchandise of those buildings, the snow pillow’s silent message is that Aspen is now an international destination for skiing and sells dreams of abundant snow fall.

ASPEN TIMES + HOTEL JEROME

VICTORIAN SQUARE

VERNACULAR

Victorian Square is an iconic cornerstone to Aspen’s storied history, This wood pillow also has another layer of significance in that of the community and future. old false storefront façades prevalent in mining towns during the turn of the century. However, unlike those historical applications where billboard and signage indicated the use or merchandise of those buildings, the snow pillow’s silent message is that Aspen is now an international destination for skiing and sells dreams of abundant snow fall. Victorian Square is an iconic cornerstone to Aspen’s storied history, community and future.

VICTORIAN SQUARE DESIGN PROCESS

REMOVE NON-HISTORIC ADDITIONS Additions that have been added to the historic Aspen Times are removed.

SENSITIVE ADDITION A new addition is sensitively designed to highlight the historic Aspen Times and complement the historic Hotel Jerome.

ASPEN TIMES PRESERVATION The Aspen Times, built in 1904, is preserved with the majority of the original volume behind the storefront maintained and now visible.

COURTYARD REVITALIZATION The courtyard between the Aspen Times and the Hotel Jerome is redesigned as the community’s outdoor living room.

MEADOW HOUSE DESIGN PROCESS

1 CO M PA C T FO OT P R I N T

2 VERTICAL DISTRIBUTION

3 OPEN TO VIEW

In response to the densely forested landscape that is bordered by an irrigation ditch, the house takes on a compact, deliberate footprint. A strong interior/exterior relationship is formed while simultaneously framing the site’s primary views.

Program is stacked vertically; the public spaces are on the ground floor with strong indoor / outdoor relationships. The private spaces are in the second floor with deck access.

The iconic gable roof form is lifted to accent the mountain views.

rowland + broughton

marketing | design process diagrams 30

Entangled Fall 2014 I Arch 616 I Elena Canovas Driven by an investigation into the effects of neighborhood decline brought on by the loss of neighborhood schools, this center aims to foster strength and regrowth through the overlap of living and learning spaces in the heart of St. Louisâ&#x20AC;&#x2122; north side. A new building and public space will engage and build upon the planned adaptive reuse of William Itnerâ&#x20AC;&#x2122;s Eliot School. The necessity for this interaction is the result of an investigation into the effects of neighborhood decline brought on by the loss of neighborhood schools. By using this former epicenter as an anchor for new community-based program, a new space could renew the stability the school once provided and become the agent for change that the neighborhood needs.

school as transformative agent

program distribution

site timeline

ground floor plan

2nd floor plan

+35'0"

+32'0"

3rd floor plan +15'0"

basement floor plan 33

detail section

exterior renders 34

east elevation

structural system

longitudinal section 1 floor plates

library render 35

longitudinal section 2

Patchwork Tokyo | Transitional Interruptions Summer, 2014 I MUD 714 I John Hoal With Matthew Bernstine

Our Urban Design Degree Project, Transitional Interruptions, utilizes an understanding of the site as a patchwork of discontinuity embedded within the rigid and curated urbanity of Tokyo. We aimed to use this disconnect for a dynamic response to this multi-scalar design problem. By engaging this patchwork through interruptions, the networks can be paused, merged and redirected in order to create a coherent framework for future mega-station development. However, this new development avoids the pitfalls of global design by placing primacy on the diversity of its users as the generators for design.

2050 collage

detail district plan

public space rendering

framework rendering

THE CONFLUENCE + the exit of lotus station + solar gathering + the primary space for gathering and movement, it is a radial public space

MAIN STREET + lotus surface + primary global retail space + the lotusâ&#x20AC;&#x2122; main street, a linear space framed by high buildings

THE QUAD + lotus station central + education + the central space for the vocational school and museum. highly ordered

THE PIT + lotus station west + water collection + a new semi-public space that utilizes shaped bar buildings as enclosure

THE COVE + station exit, at the takanawa canal + ecological center + confined space that opens into a large plaza space. highly framed view

CROSSWINDS + intersection of local infill and the lotus + engagement and utilization of wind + lotus space embedded within a new public plaza

the lotus

the crossbar

development area

quantification

180’

150’

100’

50’

crossbar section 41

retail

buildings/total

on-grade development

floors/total

12,517,552 sq. ft.

avg. floors/site avg.

residential

8,291,261 sq. ft. development area

avg. sq. ft./site avg.

17,149,327 sq. ft. total development green space

1,572,309 sq. ft. ground level

1,063,563 sq. ft.

civic

park buildings/total

the crossbar 5,592,850 sq. ft.

commercial

floors/total

avg. floors/site avg.

commercial

framework program

ground floor development

avg. sq. ft./site avg.

permeable

civic

surface type

buildings/total

lotus development

floors/total

3,284,371 sq. ft.

avg. floors/site avg.

impermeable

building existing

avg. sq. ft./site avg.

residential

retail