Work Samples

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

FLOOR PLAN GENERAL NOTES 1. THE INFORMATION PROVIDED IS FROM FIELD OBSERVATION 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 GENERAL CONTRACTOR. ANY DISCREPANCIES SHOULD BE COMMUNICATED TO THE ARCHITECT 2. ALL WALLS THAT ARE UNTAGGED ARE TO BE EXISTING TO REMAIN, REPAINTED PER FINISH SCHEDULE 3. ALL DIMENSIONS TO EXISTING WALLS ARE ASSUMED PER ORIGINAL SITE OBSERVATION. GC TO VERIFY EXISTING CONDITIONS IN RELATION TO PROVIDED DIMENSIONS AND COORDINATE ANY DISCREPANCIES W/ ARCHITECT BEFORE PROCEDING WITH THE WORK

rowland+broughton architecture / urban design / interior design 1830 blake st. denver, co 80202 303.308.1373

500 w. main st. aspen, co 81611 970.544.9006

Consultants:

3

6" 1' - 4 3/8"

5' - 3 7/8"

6"

1' - 9 3/4"

6"

9' - 5 1/8"

9 1/2"

2' - 8 3/8"

A 3 4 5

ALIGN

6' - 2"

EXST.

UC1

5' - 0"

1 1/2" MW-01 SHELVES

55" TV PER OWNER

UC1

3

MW 01

VIF

1' - 4 5/8" 4"

3' - 3 1/4"

VIF

8' - 3"

2' - 6"

1' - 9 1/2"

5 5/8"

5' - 0"

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

DW

5

1

1' - 0 3/16"

3' - 0 9/16"

3/4"

3

A9.1

4

A7.4

2' - 0"

PT 02

2' - 0"

4' - 6"

3/4"

6' - 2 1/4"

SP1-A

SP1

101/102_LOUNGE/LIVING_S

2' - 0"

SP1

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.

4' - 6" Issuances and Revisions: 2 2019.12.19 PERMIT / HOA SUBMITTAL 3 2020.03.11 PERMIT RESUBMITTAL 101/102_LOUNGE/LIVING_S - OPEN TV 4 10 2020.03.18 CD SUBMITTAL

01

B

12' - 6"

EXST. PWR PROVIDED WITHIN

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

SCALE: 1/2" = 1'-0" DETAIL SECTION MASTER HALL WALL TERMINATION & DOOR JAMB @ EXIST. MULLION

A9.1

marketing floor plan

ART BY OWNER

DOOR TO GUEST 4 BATH 105

DOOR TO GUEST BED 103

PT 02

1 2 3 4 5 6 7 8 9 10 11

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

B

01

4

A9.1

101_GUEST HALL_E

5

A9.1

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

01

101_GUEST HALL_S

6

A9.1

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

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

0'

4'

8' north

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

2020.xx.xx

PT 02

2' - 1"

MIRROR PER FFE

ING MOUNTED, 0 OR SIM.

PT 02

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

2'

101_GUEST HALL_W

1

File Path: Plot Date:

1'

01

B

SCALE: 3" = 1'-0"

PT 02

ALL CTION HEAD

PLANS

PT 02

4"

HANGING STORAGE, PWR PROVIDED WITHIN

Issuances and Revisions: 2019.11.14 50% DESIGN DEVELOPMENT 2019.12.19 PERMIT / HOA SUBMITTAL 2020.03.11 PERMIT RESUBMITTAL 2020.03.18 CD SUBMITTAL 2020.xx.xx ASI-01

A2.1d

PT 02

2' - 0"

SP1

102_LIVING_W

1 2 3 4 5

PROJECT NO: 21922.00

SCALE: As indicated

5' - 0"

File Path: Plot Date:

BEYOND

MW 01

SP1-A

2

A9.1

11 6

1700 BASSETT ST. UNIT #2214 DENVER, CO 80202

PROPOSED ENLARGED

SP2

MW 01

SP1

BRAUN DENVER

TRUE NORTH

MW DIMENSION

DOORS IN POCKETED LOCATION, ENSURE CLEARANCE AT EDGE OF SHELVES

ADJUSTABLE SHELVING WITHIN CABINET

55" TV PER OWNER

MW 01

OPEN TO GUEST HALL BEYOND

RE: DOOR

4' - 11 1/4"

PLAN NORTH

SOFFIT

MW 01

ADJUSTABLE SHELVING WITHIN CABINET MW 01

ALIGN

2' - 1 1/4"

2 5/8"

2' - 0"

EXISTING STOREFRONT BASE MULLION

ROD

10 2020.xx.xx

2 5/8"

SHEET TITLE:

FULL DEPTH ACOUSTIC SEALANT

PT 01

3/4" FILLER PANEL AT SOFFIT / WALL EDGES

3 1/2"

TV CONCEALED WITHIN MILLWORK, DOORS SWING TO POCKET BACK; TOUCH LATCH

8

W/D

4' - 6"

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

5' - 0"

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

MOUNTING TO BE COORD. W/ MILLWORKER

2

Consultants:

WOOD THRESHOLD TOUCH LATCH CABINETS WITH ADJUSTABLE SHELF WITHIN CABINET

2' - 4" 1830 blake st. denver, co 80202 303.308.1373

1 1/2" 33 1/2" 1 1/2"

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

3/4" FILLER PANEL AT SOFFIT / WALL EDGES

500 w. main st. aspen, co 81611 970.544.9006

1830 blake st. denver, co 80202 303.308.1373

C

architecture / urban design / interior design SCALE: 1/2" = 1'-0" A2.1d

3

SOLID WOOD JAMB

101/102_LOUNGE/LIVING_N

1

A9.1

HEDULE

ALIGN

SPEAKERS AND SUBWOOFER, BY OWNER 2 5/8"

SP1-A

PROPOSED DIMENSION FLOOR PLAN GUEST SUITE

2

3' - 2 1/4"

MW 01

rowland+broughton

GYP BD, 5/8" TRIPLE CFS END FRAMING & DOOR JAMB

ENTRY 100

20"

MING &

TRUE NORTH

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

W, ON

5' - 4 1/2"

VIF

3' - 3 7/8"

TV, BY OWNER; 55"

EXISTING STOREFRONT VERTICAL MULLION BEYOND

500 w. main st. aspen, co 81611 970.544.9006

Consultants:

C

B

9

architecture / urban design / interior design

GUEST CLOSET 104

1' - 10 1/4"

1' - 6"

A2.1d

PLAN NORTH

7

rowland+broughton

SP1

PROPOSED DIMENSION FLOOR PLAN MASTER SUITE

1

COLUMN

GUEST BATH 105

6" 2' - 8"

EXTERIOR 5' - 11 7/8"

NT BASE

NFIRM N RAISED

2' - 5"

2' - 5" 0' - 4"

6" 18' - 1 1/2" 9' - 4 3/4"

1' - 4" 2' - 2"

4' - 10"

2' - 11 1/2"

DOOR TO BALCONY

T BELOW

2' - 0"

SOFFIT IN DISTANCE

9' - 3"

MECH 108

2' - 8"

5' - 9 5/8"

MASTER CLOSET 111

4"

ALIGN

3' - 5 5/8"

9' - 10 3/4"

INTERIOR

1/105

GUEST BED 103

1/112

1/111

1' - 8"

B

NT

4' - 0"

1/103

VIF

2' - 7 3/4"

1' - 4"

MASTER BATH 112

1' - 2"

6' - 3 1/2"

COLUMN

2' - 6"

3' - 0 1/4" 4" VIF

FAUCET LOC. PER EXST. FIN.

2' - 0"

4"

6"

2' - 0"

ROLLER SHADE, TYP.

1/109

MASTER BED 110

1' - 9 1/4"

VIF

LAUNDRY 109

COLUMN

ALIGN

6' - 10 7/8"

3' - 10"

ALIGN

ALIGN FRAMING TO EXIST.

SINK LOC. PER EXST. VIF

CLR

3' - 7 1/2" ALIGN

1' - 6 1/4"

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

VIF

4"

MASTER WC 114

4"

1' - 6"

2' - 9 1/2" ALIGN

7 1/4" VIF

7" TOILET SHIFT

Issuances and Revisions: 2020.03.11 PERMIT RESUBMITTAL 2020.03.18 CD SUBMITTAL 2020.xx.xx ASI-01

dining / kitchen rendering

2' - 0"

MASTER SHOWER 113

8 3/8"

4 1/2"

VIF

6' - 8 1/4"

2' - 0"

FILLER

1' - 6"

CLR

LINEAR SHOWER DRAIN ALIGNED OVER EXISTING DRAIN LOCATION

2' - 11 3/4"

4"

1' - 7"

VIF

1' - 8 1/8"

1/110

8' - 6"

A

10 1/2"

VIF

10 1/2"

VIF

TILE FIN CONTINUOUS INTO "WINDOW" CAVITY

7

01

100_ENTRY_W

1/2" STARPHIRE SCALE: 1/2" = 1'-0" A9.1 GLAZING - FIELD GLAZED RECESSED U CHANNEL

TILE SILL, SLOPE GROUT TO DRAIN AS NEEDED SILICON SEALANT @ U CHANNEL, TYP.

B

01

LOUNGE 101

3 10

1700 BASSETT ST. UNIT #2214 DENVER, CO 80202

2' - 1"

PROJECT NO: 21922.00

GUEST BED 103

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

B

BRAUN DENVER

A9.1

ART BY OWNER SIZE TBD; VERIFY MOUNTING LOCATION IN FIELD WITH DESIGNER

ENTRY DOOR TO CORRIDOR

CONSOLE TABLE PER FFE

2

LIVING 102

6

A9.1

4

GUEST BATH 105

5

GUEST CLOSET 104 B

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

8

100_ENTRY_S

9

100_ENTRY_E

A

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

A9.1

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

A9.1

INTERIOR KEY PLAN ENTRY 100, LOUNGE 101 + LIVING 102 SCALE: 1/4" = 1'-0"

A9.1

9

INTERIOR ELEVATIONS

8

SCALE: As indicated

01

A9.1

SHEET TITLE:

ENTRY 100

7

PLAN NORTH

TRUE NORTH

A9.1 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.

SEALANT & BACKER ROD JOINT @ WALL W/OUT WINDOW VAPOR / MOISTURE BARRIER PAINTED ON INSIDE OF MDF SILL PAINTED MDF SILL WALL FINISH, TYP. CFS SILL FRAMING PROTECTION BOARD WRAPS INTO CAVITY

8

A7.4

SECTION DETAIL MASTER BATH GLASS WALL HEAD & SILL SCALE: 3" = 1'-0"

interior technical documentation

2020.03.18 living rendering zachary j carson, aia, ncarb zcarson42@gmail.com | www.linkedin.com/in/zjcarson | http://issuu.com/zjcarson | (216) 407-9519

BRAUN DENVER

Highlands Lodge Renovation Schematic Design | Design Development | Construction Documentation | Construction Admin. 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 ‘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 EXTERIOR

GRID

PER PLAN EXTENSION PER PLAN

R1 A7.1

RETE ROOFING TILE ON 2x4 (ON EDGE) BATTENS EMBRANE ON 5/8" GYP THING ON 1.5" STEEL

(e) CONCRETE ROOFING TILE ON 2x4s ON 2x4 (ON EDGE) BATTENS ON WP MEMBRANE ON 5/8" GYP BD SHEATHING ON 1.5" STEEL DECK

EXTERIOR 30# FELT FIRE RESISTANT UNDERLAYMENT RE: ROOFING MFR

SLOPE - RE: ROOF PLAN

skier entry rendering

SELF-ADHERED HIGH-TEMP BUTYL RUBBER COUNTER FLASHING

R1 A7.1

EXTERIOR

(e) COPPER FLASHING

CONT. SELF-ADHERED SHEET UNDERLAYMENT (GRACE ULTRA ICE AND WATER SHIELD OR SIM.)

CONT. SELF-ADHERED SHEET UNDERLAYMENT (SIM TO VAPROSHIELD SLOPESHIELD PLUS) SELF-ADHERED BUTYL RUBBER COUNTER FLASHING COPPER FLASHING

(e) 2x12 OVER STACKED 2x10, 2x12 REDWOOD TRIM

0'-3"

(e) 2x2x1/8 STL ANGLE

0'-2"

(e) 3 5/8 STL STUDS, ANCHORED TO STL ANGLE

5/16" ALLURA TRADITIONAL PANEL NO GROOVE

FACE OF SHEATHING TO FACE OF RAKE FRAMING

INTERIOR

BEAM EXTENSION BEYOND

0'-1 1/2"

0'-5"

1'-3" V.I.F.

3/4" FRT PLYWOOD SUBSTRATE

(e) 1x6 T&G REDWOLD SIDING OVER 5/8" GYP BD SHEATHING

EXPOSED DOUBLE 4/4 x 5" ALLURA TRIM AT 4FT ON CTR. APPLIED RAFTER BEYOND

FRAMING, 2x8 CONT. D BLOCKING, 3/4" D SHEATHING

WEATHER BARRIER WRAPS GABLE EXTENSION

INTERIOR

4/4 x 12" ALLURA TRIM SUB FASCIA BIRD SCREENING

INTERIOR

5/16" ALLURA TRADITIONAL PANEL 8" GROOVE

5/4 x 10" ALLURA TRIM FRIEZE

CO FINISH

EXTERIOR FINISH VARIES, RE: ELEVATIONS & ASSEMBLIES

STANDARD 7" RIDGE CAP IDE). PER MFR PPERINSTALL ROOFING S -ADHERED HIGH-TEMP L RUBBER COUNTER FIRE RESISTANT HING, MIN AYMENT - 3" FING MFR

2A A7.05

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

R1 A7.1

TILE 2-1/4" DIA. SNOW RAIL PER STRUCT. 2'-0"

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

ELT FIRE RESISTANT ERLAYMENT OOFING MFR

RATED SUBSTRATE RE: URAL T. SELF-ADHERED SHEET ERLAYMENT (GRACE ULTRA ND WATER SHIELD OR SIM.)

EXIST.

AGED COPPER ROOFING SHINGLE

NEW

W2 A7.1

APPROX. LOCATION OF STUCCO LAP TYP. SHEET UNDERLAYMENT HEADER TO BE REMOVED. BUILDUP OVER TOP VALLEY ASSUMED BE FIRE 2x LAYERS 5/8" GYP. 30#TO FELT RESISTANT WATERPROOFING BUILDUP BOARD UNDERLAYMENT SHEATHING DIRECT - FASTENED TO EXTERIOR WALL LAYER. RE:FELT ROOFING MFR 30# FIRE SHEATHING RESISTANT UNDERLAYMENT CONT. SELF-ADHERED SHEET RE: ROOFING MFR UNDERLAYMENT (GRACE ULTRA HATCHSELF-ADHERED DENOTES MINIMUM STUCCO ICE AND WATER SHIELD ORBUTYL SIM.) HIGH-TEMP REPLACEMENT AREA SURROUNDING RUBBER COUNTER FLASHING NEW WINDOW. ANY CONDITION WHERE 1/2"IS EXTERIOR PLYWOOD 8" OFFSET NOT ACHIEVABLE TO BE 36" WIDEARCHITECT STRIP SELF-ADHERED SHEATHING COORD. WITH HIGH TEMP BUTYL RUBBER UNDERLAYMENT BELOW VALLEY FLASHING

EXTERIOR SLOPE - RE: ROOF PLAN

0'-6" T.O.

1/2" THK, POWDER COATED 30# FELT FIRE RESISTANT STEEL SNOW FENCE BRACKET UNDERLAYMENT PER STRUCT. COLOR TO MATCH RE: ROOFING MFR ROOF TILE.

VALLEY

rowland+broughton

EXTERIOR

NEW

rowland

architecture / urb

500 w. main st. aspen, co 81611 970.544.9006

Consultants: rowland

architecture / urb

500 w. main st. aspen, co 81611 970.544.9006

CONT. SELF-ADHERED SHEET WEEP SCREEDUNDERLAYMENT OR STUCCO J- (GRACE ULTRA BEAD W/ INTEGRAL WEEP ICE AND WATER SHIELD OR SIM.)

SLOPE - RE: ROOF PLAN

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

EXIST.

WEATHER RESISTANT 30# FELT FIRE RESISTANT BARRIER, MIN. 6" LAP UNDERLAYMENT RE: ROOFING MFR

1830 blake st. denver, co 80202 303.308.1373

COPPER FLASHING W/ SEALANT 1/2" EXTERIOR PLYWOOD

SHEATHING

Consultants:

CONC. TYP. BELLY BAND W/ INTEGRATED BLIND MOUNT

4 5 7 9

Z-CLIP HANGER PER MFR

4 5

Issuances and R 2019.08.20 FI 2019.11.27 BE 2020.02.26 PE 2020.xx.xx CO DO

Issuances and R 2019.08.20 FI 2019.11.27 BE

7 2020.02.26 PE 1x6 T&G WOOD DECKING 9 2020.xx.xx CO DO CONT. SELF-ADHERED SHEET FINISH LIST PROPOSED EXTERIOR IMPROVEMENT GENERAL NOT UNDERLAYMENT (GRACE ULTRA COLOR/FINISH A. THE INFORMATION PROVIDED IS FROM A MODEL SCAN OF THE ORIGINAL ON-SITE CONDITIONS AN MARK DESCRIPTION MANUFACTURER SIZE CONTACT APPROX. LEAD TIME NOTES WORKING DRAWINGS, CREATED FOR THE ORIGINAL CONSTRUCTION OF THE BUILDING AND ARE ICE AND WATER SHIELD OR SIM.). FOR “INFORMATION ONLY. ALL EXISTING CONDITIONS SHOULD FIELD VERIFIED BY THE CONTRAC CEM1 PAINTED FR CEMENT BOARD CHIMNEY CLADDING ALLURA GRANITE GRAY, VERTICAL STUCCO FINISH 4'W x 8'L x 5/16" THICKNESS PROCEEDING WITH WORK. ENSURE CONTINUOUS ACCROSS CEM2 PAINTED FR CEMENT BOARD SIDING ALLURA MATCH MONTANA TIMBER BRONZE CEDAR, VERTICAL CEDAR GROOVE 8"W x VARIABLE LENGTH x 5/16" THICKNESS T&G WOOD DECKING WEATHER BARRIER WRAPS B. ALL STONE VENEER, RE: STRUCTURAL FOR SUBSTRATE AND MOUNTING. COPPER FLASHING WITH DRIP CEM3 PAINTED FR CEMENT BOARD FASCIA & BEAM CLADDING ALLURA MATCH MONTANA TIMBER BRONZE CEDAR, SMOOTH FINISH 8"W x VARIABLE LENGTH x 5/16" THICKNESS C. PROVIDE NEW EXT. WINDOWS, SIMILAR TO “PELLA, ARCHITECT RESERVE SERIES," LOW-E, WITH E VALLEY, MINMFR.7"OPTION EXTENSION GABLE EXTENSION COMPLIANT W/ AAMA 2605 PERFORMANCE SPECIFICATIONS. TRIM PER LOCAL CODE REQUIREME CONC1 EPOXY OVER CONCRETE/ STAIN TBD GC TO PROVIDE TO BE SEALED N/A EDGE - WRAP BEHIND TIMBERSTONE RAFTERS INTERIOR WOOD TRIM & FINISH TO MATCH EXIST. ALL SIZES TO MATCH EXIST. WINDOWS UNLESS MTL1 COPPER GUTTER & DOWNSPOUT GC TO PROVIDE MFR. OPTION ACID PATINA MATCHPAN EXIST. 20 OZ BEYOND EITHER SIDE OF TO MTL OTHERWISE. BELLYBAND RE: STRUCT D. PROVIDE MTL2 HEAVY PLATE-STEEL CHIMNEY CAP & ANGLE FRAME GC TO PROVIDE MFR. OPTION DARK BRONZE TO MATCH MTL4 WINDOW FRAME 1/4" THICK PLATE NECESSARY WALL STRUCTURE, BLOCKING AND ASSEMBLY FOR REVISED WINDOW CON MTL3 FACTORY FINISHED METAL RAILING GC TO PROVIDE MFR. OPTION POWDER COATED PER RAILING MFR. GABLE WINDOW WALLS AS SHOWN. REPLACING ARCH TOP WINDOWS WITH TRIANGULAR TOP WI "V" SHAPED METALBRONZE PAN024 MTL4 CLAD WINDOW FINISH PELLA ARCHITECT SERIES N/A E. PROVIDE PRICING FOR FIRE-RESISTANT UNDERLAYMENT TO ENHANCE THE EXTERIOR CLASS A F 5/16" ALLURA TRADITIONAL INTERIOR INTERIOR OF NEW ROOF AREAS WHERE CONCRETE TILES WHERE REMOVED. CONTRACTOR TO ENSURE STUCCO PT1 DARK STUCCO AND COPPER TRIM FINISH BENJAMIN MOORE HC-86 - KINGSPORTMIN GRAY N/A UNDERLAYMENT SUPPORT, F. PROVIDE NEW EXT. DOORS, SIMILAR TO “PELLA, ARCHITECT RESERVE SERIES," LOW-E, WITH EXT PANEL 8" GROOVE STUCCO J-BEAD CAPTURE TRIM. PT2 LIGHT STUCCO AND COPPER TRIM FINISH BENJAMIN MOORE HC-80 - BLEEKER BEIGE N/A MEET AAMA 2605 PERFORMANCE SPECIFICATIONS, TRIM PER LOCAL CODE REQUIREMENTS AND DEMOLITION 7" LENGTH EITHERADEQUATE SIDEGRAY OF RF1 COMPOSITE TILE ROOF DAVINCIPROVIDES CASTLE MULTI-WIDTH EVEN SHINGLE TRIM & FINISH TO MATCH EXIST, NEW THRESHOLD. ALL SIZES TO MATCH EXIST. DOORS UNLESS N NOTE: PROVIDE DIAMOND MESH W/ SEALANT RF2 COPPER ROOFING SHINGLES GC TO PROVIDE MFR. OPTION TO MATCH EXISTING TO MATCH EXISTING OTHERWISE. SPACE FOR MIN. 6" LAP OF (E) VALLEY ST1 STONE VENEER TELLURIDE STONE COMPANY GOLDSTONE UNCOURSED FIELD, 2" THICKNESS FULLY GROUTED - RAKED GROUT JOINT. ALTERNATE STONE VENEER BY BERICH MASONRY G. PROVIDE NEW FIRE TREATED WOOD FASCIA BOARDS TO BACK OF GUTTERS, 40FT ABOVE GROUN AT ALL SNOWGUARD 6x10 TIMBER RAFTERS -BUFF SANDSTONE H. PROVIDE ALL NEW COPPER ROOF FLASHING, VALLEYS AND SCUPPERS ASSOCIATED WITH COMP ST3 STONE CAP COLORADO 3" SNAPPED EDGES WEATHERSANDSTONE BARRIER TO (N) FLASHING SELF-ADHERED SHEET AND COPPER ROOF FINISHES. LOCATIONS. COLOR TO MATCH STU1 STUCCO - INTEGRAL COLOR GC TO PROVIDE MFR. OPTION PT1 - KINGSPORT GRAY, FINISH TO MATCH EXIST. 2-COAT SYSTEM W/ ANTI-CRACK MESH RE: STRUCT I. ALL WOOD INSTALLED 40 FEET ABOVE GRADE OR EXTENDING BELOW 40 FEET ABOVE GRADE MU STU2 STUCCO - INTEGRAL COLOR GC TO PROVIDE MFR. OPTION PT2 -BLOCKING BLEEKER BEIGE, FINISH TO MATCH EXIST. 2-COAT SYSTEM W/ ANTI-CRACK MESH CONTINUOUS PT WD WATERPROOFING MEMBRANE,RETARDANT TREATED PER IBC SECTION 2303.2 SNOWGUARDS. RE: PROPOSED WD1 FIRE RETARDANT TREATED WOOD SIDING MONTANA TIMBER AQUAFIR BRONZE CEDAR 6 3/4"W x 8'L x 3/4" THICKNESS 8" PROFILE VERTICAL SHIPLAP J. G.C. TO PROVIDE & INSTALL OWNER SELECTED GUTTER & DOWNSPOUT HEAT TRACE SYSTEM PE AT VALLEY WD1-A FIRE RETARDANT TREATED WOOD WRAP MONTANA TIMBER AQUAFIR BRONZE CEDAR VARIABLE WIDTH x 8'L x 3/4" THICKNESS RECOMMENDATIONS AND SPECIFICATIONS.. MIN. 6" LAP ROOF LEVEL PLAN - A2.5 K. WINDOW MANUFACTURER TO ASSESS AND PROVIDE EQUAL OR GREATER DESIGN PRESSURE W NOTE: EXISTING CEILING STRUCTURE BELOW NOTE: ALL G.C. PROVIDED MFR. OPTIONS TO BE REVIEWED AND APPROVED BY ARCHITECT AND OWNER THAN EXISTING, TO MEET CODE. T.O. RIDGE RF1 RF2 ST1 STU1 STU2 WD1 CEM1 CEM2 MTL1 MTL2 MTL3 L. EVALUATE CONDITION OF ROOF LIFE SAFETY CABLES SYSTEM MTL4 AT DEMO. NOTIFY OWNER. EXISTING DECK NOT SHOWN FOR CLARITY. 60' LINE OF GRADE OFFSET NOTE: 17 M. NOT USED. T.O. RIDGE DELINIATES TRANSITION FROM FR 162' - 2" N. NOT USED ALL CONSTRUCTUION IS NEW U.N.O. WOOD (GENERAL NOTE I.) TO NONINTERIOR EXTERIOR 30 164' - 2 1/2" INTERIOR MIN. 8" STUCCO DEMOLITION AT WINDOWS INTERIOR TO BE REVIEWED AND APPROVED BY WATER Issuances and Revisions: O. NOT USED. COMBUSTIBLE SIDING PER IBC 2015 P. NOT USED. 16 SECTION 1405.5.1. PROOF MEMBRANE INSTALLER AFTER COMPLETION OF INVESTIGATIVE DEMOLITION. T.O. RIDGE Q. DOOR AND WINDOW WATER AND AIR TESTING (AS PAYED BY OWNER) PER MFR AND ASTM STAND 7 2020.02.26 PERMIT SET PROVIDED ON SITE AT 6 LOCATIONS AS DIRECTED BY OWNERSHIP BEFORE INSTALLATION, BUT P 157' - 11" T.O. RIDGE WINDOW MANUFACTURER TO ASSES AND APPROVE WINDOW FLASHING AND INTERIOR TRIM INSTALLATION. RF1 RF2 ST1 STU1 STU2 CEM1 CEM2 MTL1 MTL2 MTL3 MTL4 T.O. RIDGE 9 WD1 2020.xx.xx CONSTRUCTION R. G.C. TO PROVIDE HOT APPLIED WATER PROOFING TO BALCONY DECKS PER MANUFACTURE SPE 155' - 2" 29 5 INSTALLATION REQUIREMENTS AND UPHOLD ALL WARRANTIES. 154' - 6 1/2" SIMILAR OR EQUAL TO TREMCO. ROOF DETAIL - GARAGE ROOF DETAILDOCUMENTATION - GARAGE CENTER 7 8 S. PROPOSED EXTERIOR IMPROVEMENT KEYNOTES TO BE ASSUMED AS TYPICAL FOR OTHER LIKE 26 7 B1 ROOF DETAIL PROPOSED EXTERIOR IMPROVEMENT KEYNOTES: SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" 31 26 A7.05 A7.05 31 1. PROVIDE NEW 3 COAT STUCCO W/ INTEGRAL PAINT FINISH ON METAL LATH, ON VAPOR BARRIER

0'-8" MIN.

SHEATHING AS REQUIRED

ROOF DETAIL - SNOW FENCE ROOF DETAIL SCALE: 1 1/2" = 1'-0" COMPOSITE TILE ROOF RIDGE @ GABLE EXTENSION COMPOSITE TILE ROOF VALLEY 4 REPLACEMENT STUCCO DEMOLITION AT WINDOW DETAIL 1 SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" A7.06 SCALE: 1/2" = 1'-0" A7.08

A7.05 3

ON

A7.06

N10

BELLY BAND AT STUCCO WALL

2

B1

27

A7.08

B2

E07

SCALE: 1 1/2" = 1'-0" E02

B1

B2

N09 E17

2.

B2

E22

3

403.4/D

403.2/D

402.1/D

WD1

1

1'-6"

F3 A7.1

EXTERIOR

BRACKET - SPACING PER MRF / STRUCTURAL

2'-0"

DRAIN MATT - TIE TO EXISTING DRAINAGE CONDITION

D END AT TOP OF OUT PIPE

A4.2

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

27

B2 E17

60'

E17

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

114' - 2 1/2" RF2

A7.05 4

A7.05 5

STUCCO BEAM EXTENSION

A7.08

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

A7.08

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

technical documentation

60'

11

202.1/D

403.1/D

WD1

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

303.1/D

WD1

2 A4.2

E17

203.1/D

WD1

E18

E30

E18

E38

RF2

2 12

EXTERIOR

B1

26

31

B2

E08

E11

T.O. RIDGE 154' - 10"

T.O. RIDGE 149' - 8"

3

E11

B2

E23

E33

E11

E18

B2 B2

N01

B2 WD1

HIGHLA

B6

N08

E33

N06

11

E18

2 12

E18

23

E18

22

12

A7.05 6

E11

22. 23. 24. 25. 26. 27. 28. 29. 30.

A7.08

PROPO

ELEVAT A4.2 MATER

1x6 T&G WOOD 31. DECKING 32. STUCCO CAPTURE 33. 34.

ROOF DETA PROPOSED ELEVATION COMPOSITE ROOF TILE

SCALE: 1 1/2" = 1'-

A7.05

LEVEL 3 FIN 123' - 0"

10

N05

2

E27

ST1

COPPER TILE ROOF

STAINED WOOD SIDING

LEVEL 2 FIN 112' - 0"

B6

STUCCO BEAM FLASHING

LIGHT PAINTED STUCCO DARK PAINTED STUCCO

COPYRIGHT 2020 ROWLAND + BROUGHTON ARCHI FIBER CEMENT PANEL THE INFORMATION AND DESIGN INTENT CONTAINED PROPERTY OF ROWLAND+BROUGHTON ARCHITEC PART OF THIS INFORMATION MAY BE USED WITHOU STONE CLADDING ARCHITE PERMISSION OF ROWLAND+BROUGHTON ROWLAND+BROUGHTON ARCHITECTURE AND URBA COMMON LAW STATUTORY AND OTHER RESERVED THERETO. XXX WINDOW TAG, RE: A8.1

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

DECK DETAIL DECK EDGE @ TYP.

A7.08

WINDOW TAG, RE: A8.2 SCALE: 1 1/2" = 1'-0"

7

000/A

elevation documentation zachary j carson, aia, ncarb zcarson42@gmail.com | www.linkedin.com/in/zjcarson | http://issuu.com/zjcarson | (216) 407-9519 5/4 X 8" ALLURA TRIM FASCIA NOTCHED AROUND

A4.2

SHEET TITLE:

TIMBER RAFTERS 1/4" BACKER ROD WITH SEALANT RE: STRUCT

ROOF DETAIL - SKI ENTRANCE CENTER

SCALE: 3" = 1'-0"

PROPO

ELEVAT 15 HIGHLANDS LN MATER BEAVER CREEK, C

PROJECT NO: 21714

E27

N06

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

HIGHLANDS

LEVEL 4 FIN 134' - 0"

15

E17

E18

E21

B6

N08

E18

9.

E17

TRIM W/ BACKER ROD AND SEALANT E18

8.

HIGHLA

EXTERIOR

31

ST1

E33

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

B1

E17

E27

B1

N09

E08

E17

1

B1

27

26

WD1

B1 N10

7

B1

N09

E27

T.O. RIDGE

29

154' - 6 1/2"

8x10 FIBER CEMENT CLAD PORCH ROOF BEAM

18x24 - BASE BEAM, FIBER CEMENT (B4) OR STUCCO CLAD (B5)

154' - 10"

158' - 3"

T.O. RIDGE

B1

102.1/B

B6

164' - 2 1/2"

T.O. RIDGE 5

16

A7.08

RF2 WEATHER RESISTANT 5. BARRIER. LAPLEVEL AND TAPE AGED COPPER RIDGE CAP 3 FIN 123' - 0" SEAMS, LAP FLASHING MIN 6. 6" ST1 AGED COPPER ROOFING SHINGLE 7. LEVEL 2 FIN STUCCO 112' - 0"

TIMBER BEAM, SIZING VARIES

T.O. RIDGE

30

4.

BELLY BAND AT TRU

3

SUBSTRATE. REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. STUCCO TO BE APPLIED PER MFR'S PROVIDE ON-SITE FOR INSPECTION PROVIDE NEW THIN 2” EXT. ADHERED STONE VENEER, INCLUDING CORNER STONES, ON METAL BARRIER BACKED DRAIN MAT, TO EXIST. SUBSTRATE AND ASSOCIATED WEEPS AND FLASHING. R EXIST. SUBSTRATE AS REQ’D. PROVIDE COPPER BASE FLASHING AND BUILD-OUT AT ALL BASE D STONE. PROVIDE NEW EXT. FIRE RATED MONTANA TIMBER WOOD SIDING OR SIM, ON VAPOR BARRIER B TO EXIST. SUBSTRATE AND ASSOCIATED WEEPS AND FLASHING. REPLACE/REPAIR EXIST. SUBST BLOCKING AS REQ’D FOR VERTICAL SIDING, RE: ELEVS. PROVIDE NEW AGED 20 OZ. COPPER ROOF SHINGLES, ASSOCIATED BLOCKING AND VAPOR BARR SUBSTRATE REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. PROVIDE NEW COMPOSITE ROOF TILE, “DAVINCI, MULTI-WIDTH EVEN SHINGLE”, ASSOCIATED BAT REQUIRED, GRACE ULTRA ICE AND WATER SHIELD, ON 2 LAYERS OF STAGGERED SANDWICHED RIDGED INSULATION WITH ½” BACKING BOARDS TO ORIGINAL SUBSTRATE ON ½” METAL DECK PE (WARM ROOF ASSEMBLY). REPLACE/REPAIR EXIST. SUBSTRATE AS REQ’D. PROVIDE NEW COMPREHENSIVE ROOF ICE MELT SYSTEM, SIMILAR TO RAYCHEM NVENT RIM SYS EAVES, 2/3 VALLEY LENGTHS, AWNINGS, GUTTERS AND DOWN PIPES. INCLUDE HIGH PERFORMA SYSTEM WITH MOISTURE, SNOW AND TEMP SENSORS AT MINIMUM. ELEC. ENGINEER AND G.C. T 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. PROVIDE NEW 3-PIPE SNOW FENCE SYSTEM, ATTACHED TO EXIST. STRUCTURE PER 15 STRUCTURA HIGHLAN POWDER COATED FACTORY FINISH W/ MESH. PROVIDE NEW SNOW GUARDS SIMILAR TO ROCKY BEAVER CR AND RG16” SNOW GUARDS, PER ROOFING MANUFACTURER SPECIFICATIONS. LAY OUT IN COORD SYSTEM. PROVIDE PORTE-COCHÈRE STRUCTURE, ALONG WITH ALL ASSOCIATED BUILDING FLASHING, ST COLUMNS, SIGNAGE, ETC. PROVIDE NEW GARAGE ENTRANCE AWNING, ALONG WITH ALL ASSOCIATED BUILDING FLASHING PROJECT NO: COLUMNS, SIGNAGE, ETC. 15 HIGHLAN 21714 PROVIDE NEW SKIER ENTRANCE AWNING, ALONG WITH ALL ASSOCIATED BUILDING FLASHING, S NOTE: SEE A4.1 FOR FINISH LIST BEAVER CR COLUMNS ETC. NEW HOT APPLIED WATERPROOFING AND CONCRETE TOPPING SLAB AT ENTRAN PROVIDE NEW 20 OZ. AGED COPPER ROOF AND VAPOR BARRIER TO EXISTING SUBSTRATE AT PO REPLACE / REPAIR EXISTING SUBSTRATE AS REQUIRED. PROVIDE STEEL COLUMN FIREPROOFING TO MATCH EXIST. FIREPROOFING AND REVISED SURRO DETAILING AT POOL ARCADE. SHEET TITLE: NOT USED. PROJECT NO: PROVIDE NEW ADA COMPLIANT ENTRANCE RAMP, HANDRAIL, 2” THK. STONE VENEER CONCRETE 21714 A4.1 FOR FINISH PROVIDE NEW 4”NOTE: THICKSEE CAST STONE, 15DEGLIST SLOPED BELLY BAND. TO MATCH NEW FIELDSTONE NEW STUCCO SYSTEM ON CHIMNEY. EVALUATE VAPOR BARRIER AND SUBSTRATE, PATCH AND R REQUIRED. PROVIDE NEW 1/4” THICK HEAVY STEEL PLATE CHIMNEY CAPS WELDED TO STEEL TUBE/ANGLE F LEGS PER STRUCT. ENG. TITLE: PROVIDE NEW 20 OZ COPPER GUTTER, DOWN SPOUT, STRAPPING AND BRACKETSSHEET WITH 32 OZ SCALE: AsA GROUND LEVEL AT ALL (E) DOWNSPOUT LOCATIONS. CONNECT (N) D.S. TO (E) PERIMETER SITE 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 SCUPPE PROVIDE ALL NEW CODE COMPLIANT CLASS I, FACTORY FIN. PATIO RAILING/GUARD RAILS W/ PO FIN. PROVIDE NEW WINDOW (RE: GENERAL NOTE D). COPYRIGHT 2020 ROWLAND + PROVIDE NEW DOOR (RE: GENERAL NOTE F). THE INFORMATION AND DESIG PROPERTY OF ROWLAND+BRO SCALE: As EXIST. DOOR TO REMAIN. PART OF THIS INFORMATION M PERMISSION OF ROWLAND+BR PROVIDE NEW EXT. LED LIGHTING, FIXTURE SPEC TBD, NIGHT SKY COMPLIANT AS ROWLAND+BROUGHTON APPROVED ARCH BY COMMON LAW STATUTORY AN THERETO. OWNERSHIP. PROVIDE ROOF EAVE EXTENSION/OVERHANG W/ ALLURA CLAD FAUX BEAMS AT GABLE ROOF EL STRUCTURAL FRAMING ALLOWANCES. SEE A2.6 FOR SPECIFIC GABLE EXTENSION LOCATIONS A PROVIDE NEW DECK ROOF AND SOFFIT WITH ALLURA CLAD FAUX BEAMS AS REQ'D, EVALUATE S ELEMETNS FOR REPLACEMENT. MAINTAIN EXISTING SOFFIT ELEVATION. COPYRIGHT 2020 ROWLAND + THE INFORMATION AND DESIG REPLACE EXIST. GARAGE DOOR W/ FAUX WD CLADDING AND HIGH-SPEED MECHANISM, MATCH ( PROPERTY OF ROWLAND+BRO PART OF THIS INFORMATION M U-FACTOR. PERMISSION OF ROWLAND+BR ROWLAND+BROUGHTON ARCH PROVIDE ENDURA NET BY NIXALITE AT EXISTING, EAVES, GABLES, & SOFFIT LOCATIONS THROUG COMMON LAW STATUTORY AN THERETO. PROVIDE PREMIUM NIXALITE S.S. BARRIER SPIKES AT EXPOSED BEAM LOCATIONS, AT GABLES, P 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 AS NOTED ON A2.6. RE: STRUCTURAL ENGINEER STUCCO-CLAD LANDSCAPE RETAINING WALLS TO REMAIN EXIST. POOL RAILINGS TO REMAIN

30# FELT FIRE RESISTANT 8210'-0" J TRIM WITH WEEP 10. LEVEL 1 FIN UNDERLAYMENT 100' - 0" 11. RE: ROOFING MFR 12. COPPER FLASHING WITH DRIP EDGE 13. CONT. SHEET SLOPE 1/2" PERSELF-ADHERED FT 14. 15. (GRACE ULTRA UNDERLAYMENT BASEMENT FINISH 16. - 0" ICE AND86'WATER SHIELD OR SIM.) BEAM HIGH LEGEND: 17. TEMP. SELF-ADHERED 18. SHEET 12x24 FIBERWATERPROOFING CEMENT CLAD GABLE BEAM 19. B1 MEMBRANE 20. 1/2" CLAD EXTERIOR PLYWOOD 8x12 FIBER CEMENT GABLE 21. AND PORCH ROOF BEAM B2 SEALANT AS REQUIRED SHEATHING

B5 17

N10

ST1

PROPOSED SOUTHEAST ELEVATION SCALE: 3/32" = 1'-0"

E26

SLOPE - RE: ROOF PLAN

STU2

E26

23

8

STUCCO TERMINATION

21 19

E18

101.1/B

24

ROOF DETAIL - SKI ENTRANCE

File Path: Plot Date:

11

E18

22

BRACKET - SPACING PER MRF/ 26 31 BACKER ROD AND SEALANT B1 STRUCTURAL AT DRIP EDGE B2 B2 B2 DOWNSPOUT BRACKET WD1 MECHANICALLY J TRIM WITH WEEP FASTEN SUBSTRATE / BLOCKING AS STU1 REQUIRED E22

CEM3

GUTTER DETAIL COMPOSITE TILE COPPER GUTTER FLOOR1 DETAIL SCALE: 1/2" = 1'-0"SKIER ENTRY SLAB RE-WATERPROOF

R1 A7.1

E27

B3

31 149' - 8 1/2"

EXTERIOR

INTERIOR

EXTERIOR

203.3/D

15

E06

B4

HIGH TEMP. SELF-ADHERED SHEET WATERPROOFING MEMBRANE 16 RF1 COPPER GUTTER T.O. RIDGE

T.O. RIDGE 155' - 9 1/2"

T.O. RIDGE

10

302.1/D

DRIP EDGE STL FRAMING. PROVIDE CEM3 TIMBERAS RAFTERS CEM3 BRACING REQUIRED RE: STRUCT MTL2

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

DOWNSPOUT BRACKET MECHANICALLY FASTEN SUBSTRATE / BLOCKING AS REQUIRED

OUT BRACKET CALLY FASTEN ATE / BLOCKING AS D

303.3/D

1x6 T&G WOOD DECKING

PROPOSED SOUTH ELEVATION

1

File Path: Plot Date:

D METAL END ATDECK TOP OF OUT PIPE TRUCT

E27

STU2

E17 203.2/D

4

CONT. SELF-ADHERED SHEET UNDERLAYMENT (SIM. TO VAPROSHIELD SLOPESHIELD PLUS) ASSUMED (E) CONDITION. VIF 1/2" EXTERIOR PLYWOOD SHEATHING

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

COPPER EXISTINGGUTTER COMPOSITE CONCRETE DECK

FIT INTO DOWNSPOUT XTERIOR PLYWOOD TOR ATHING

CEM3

30# FELT FIRE RESISTANT Sim UNDERLAYMENT RE: ROOFING MFR A7.08

SLOPE - RE: ROOF PLAN

EXIST. PLAZA ELEVATION VIF

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

E19

E06

6

20 OZ. COPPER GUTTER BRACE REPLACE WP MEMBRANE, CARRY UP WALL 18" MIN, DOWN SUPPORT BAR FOUNDATION WALL 24" MIN

EXTERIOR

ORATIVE ELT FIREHALF-ROUND RESISTANT TTER AT THE- FOLLOWING ERLAYMENT OOFING MFR TRANCE BLE LAYER OF TYP. CHERE ERLAYMENT, ADE ROOF MIN 18" EITHER OF RIDGE

E19

E17 303.2/D

11'-0"

AGED COPPER ROOFING SHINGLE

COPPER STRAP W/ NEW CONCRETE TOPPING SLAB, INTERMEDIATE SLOPED 1/8" / FTDRIP

E02

14'-0"

ANGER ET METAL CLOSURE SET IN L TAPE SEALANT TIVE COPPER GUTTER DED END CAPS -ADHERED HIGH-TEMP BUTYL BER COUNTER FLASHING

E14

3.

LEVEL 4 FIN 134' - 0"

STU1

12'-0"

CLEAT AT 12" OC - MIN. 4" LAP W/ WP MEMBRANE AND ROOF PAVERS OVER SAND SETTING MATERIAL BED

W1 A7.1

2'-0" STUCCO BEAM

HAPED VALLEY FLASHING GE MFR RECS

21

11'-0"

EXTERIOR

6

11'-0"

ALLURA TRADITIONAL EL 8" GROOVE

front approach rendering

12'-0"

0'-8" MIN.

FR WOOD DECKING THER BARRIER WRAPS EXTENSION DE BEAM BEYOND

11'-0"

CFS FRAMING AND ATHING AS REQUIRED ASS BATT INSULATION, CAVITY ROOF)

FIT INTO DOWNSPOUT D PT WD BLOCKING AT TOR EY

Issuances and Revisions: 2019.11.27 BEAVER CR 2020.01.17 GMP PRICIN 2020.02.26 PERMIT SET 2020.xx.xx CONSTRUC DOCUMENT

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

AGED ROOFING DA VINCICOPPER COMPOSITE ROOFING SHINGLE TILE

CONT. SELF-ADHERED SHEET SNOW FENCE SUPPORT PER UNDERLAYMENT (GRACE ULTRA STRUCTURAL. INSTALL PER ICE AND WATER SHIELD OR SIM.) MFR. INSTRUCTIONS AND RECOMMENDATIONS. SOLID PT WD BLOCKING AT RIDGE 0'-8" MIN. NEW CFS FRAMING AND

TIVE COPPER GUTTER IATED DOWNSPOUT N - SEE GUTTER D PT WD BLOCKING AT FOR SPECIFIC GUTTER E

2B

"W" SHAPED VALLEY FLASHING PER MFR RECS

APPROVED BY OWNER AND ARCHITECT. DA VINCI COMPOSITE ROOFING

5 6 7 9

NEW ROOF DETAIL COMPOSITE TILE DORMER ROOF RAKE EXTENSION

A7.05

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

MFR STANDARD 7" RIDGE CAP EXTERIOR (EA SIDE). INSTALL PER MFR RECS VARIES PER WINDOW SELF-ADHERED HIGH-TEMP SNOW FENCE SYSTEM BUTYL RUBBER COMPATIBLE W/ COUNTER ROOFING. APPROX. FLASHING, MIN 3" VERIFY W/ MANUFACTURER AS6" EXTENSION EITHER SIDE, VIF

EXTERIOR

NCI COMPOSITE ROOFING ELF-ADHERED SHEET AYMENT (GRACE ULTRA WATER SHIELD OR SIM.)

EXISTING ROOF DETAIL COMPOSITE TILE DORMER ROOF RAKE EXTENSION

6" LAP

1B A7.05

EXISTING 5/8" TYPE X EXTERIOR GYP. SHEATHING TO REMAIN

6" LAP

ROOF DETAIL COMPOSITE TILE ROOF EAVE EXTENSION

d

Consultants:

NEW CFS FRAMING AND SHEATHING AS REQUIRED

(e) 5/8" GYP BD SHEATHING

5/4 x 10" ALLURA TRIM FASCIA

RIM, FLASHING D

500 w. main st. aspen, co 81611 970.544.9006

STACKED 5/4 X 8" ALLURA TRIM SUB FASCIA

WEATHER BARRIER WRAPS EAVE EXTENSION

INSECT SCREEN

architecture / urban design

5/4 X 10" ALLURA TRIM FASCIA

COPPER FLASHING W/ DRIP EDGE (MIN 3" DEPTH)

WOOD TRIM

rowland+bro

STEEL EXTENSION PER STRUCTURAL

Foote’s Rest Hotel F O OT E ’S REST Documentation Schematic Design | Design Development | Construction

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 1

1

2

1

2

1

2

1

2

row

rowland+broughton 1

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

W6 A7.1.2

A7.1.2

main st. rendering (by teammate) M6

MARK

W4b A7.1.2

R1 A7.3.2

M6

W4b

M6

W4a

K.1

A7.1.2

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

S6 207

A7.1.2

BALCONY 207b

M6

2018.05.01 F2b 2018.08.17 A7.3.2

310

T.O. STRUCT. LEVEL 3 W4a 122' - 3"

H

A7.1.2

14' - 8 1/4"

MT-1

207

MT-1b

A7.1.2

F1 A7.3.1

M6

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

BR-1

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

Sim

1

G04a

STO-34

G04a

F1 A7.3.1

309

W4a

M6

G04a

LAP-2

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

122' - 3"

BOWLING VESTIBULE 104A

4 A7.6.2

G04a

A4.1.3

4

105

1 A7.6.2

2" NON-REINFORCED CONCRETE RAT SLAB PER CONTRACTOR

F3F3 A7.3.1 A7.3.1

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

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

1 A7.6.2

HOT FLUID APPLIED WATERPROOFING MEMBRANE, TURN UP WALL AND TERMINATE & T.O. CURB

6

wall section

2

A4.2.1

STO-8a

DINING

File Path: Plot Date:

10

SECTION DETAIL @ COURTYARD CURB WALL

7.9.1

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

Consultants:

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

A7.6.2

T.O. SLAB BASEMENT 83' - 0"

F3 A7.3.1

1

WALL SECTION 15

3 A6.1.6

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

2018.08.17

2 A6.1.6

WALL SECTION 16

FLAT LOCK PANEL W/ LONG LEG HEMMED EDGE

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

T.O. STRUCT. WRB W/ DRAINAGE TEXTURE, LAP OVER SELF-ADHERED FLASHING LEVEL 3

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

75% CDS / PRICING

A6.1.6

9 A7.9.1

HIGH-TEMP SELF-ADHERED BUTYL RUBBER FLASHING - LAP OVER MTL DRIP EDGE

STEEL COLUMN BASEPLATE - RE: STRUCT

GYP L BEAD CAPTURE TRIM

W

FO R

SCA

A6.1.6

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

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.

Issue: 2018.05.01 2018.08.17

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

A6.1.6

11 500 MAIN STREET FRISCO, CO 80443

K.1

K

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

FO R

PLAZA SCREEN ENLARGED NORTH ELEVATION

1 A4.2.1

2

A4.2.1

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

B

P

PACK WITH BATT INSULATION

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

FOOTE'S RE

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

6

CONTINUOUS SEALANT BED UNDER DRIP EDGE

PROJECT NO: 21707

1 1/2 /4" " M MIN AX

N

SCALE: 6" = 1'-0"

SHEET TITLE:

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

FOOTE'S REST

plaza - column base

column detailing 5

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

A4.2.1

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

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

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

3

A4.2.1

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

File Path: Plot Date:

SIM: MONOLITHIC POUR

N O T

10 A7.9.1

BLOCK 11 500 MAIN STREET FRISCO, CO 80443

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

STEEL COLUMN BASEPLATE - RE: STRUCT SOLID GROUT

FO R

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

C O N ST R U C TI O

A7.3.1

COPYRIG THE INFO PERMIT SU PROPERT 75% CDS / P PART OF PERMISS ROWLAN COMMON THERETO

J

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

PREFIN. GALV. SHEET MTL DRIP EDGE

CHAMFERED EDGE, 1"

1830

SHEd

N O T

ANCHOR BOLT - RE: STRUCT

SOLID GROUT

ON

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

METAL PANEL FASTENER, ANCHOR TO FURRING

A7.1.2

5

architecture / urban desig

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

122' - 3"

7.9.1

rowland+bro

T.O. SLAB BASEMENT 83' T.O. - 0" STRUCT.

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.

WALL SECTION 15

3

PRO 2170

Consultants:

Issue:

RE: STRUCT

COPYRIGHT 2018 ROWLAND + BROU THE INFORMATION AND DESIGN INTE PROPERTY OF ROWLAND+BROUGH PART OF THIS INFORMATION MAY BE PERMISSION OF ROWLAND+BROUG ROWLAND+BROUGHTON ARCHITECT COMMON LAW STATUTORY AND OTH THERETO.

FOOTE'S REST WALL SECTIONS

T.O. SLAB BASEMENT 83' - 0"

WALL SECTION 15

3 A6.1.6

A4.1.

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

LEVEL 3 122' - 3"

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

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

SCALE: 1/4"

CONCRETE PLANTER WALL

ENLARGED NORTH ELEVATION - AREA B 1/4"

SHEET TITLE:

1

WALL SECTION 16

ENLARG ELEVATI

METAL WRAPPED COLUMNS

WALL SECTIONS

A7.6.2

2

SHEET TITLE:

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

A7.6.2

F3 A7.3.1

A6.1.6

HOG WIRE INSERT T.O. SLAB PANELS. LEVEL 1 SHOP FABRICATED WITH POWDER COAT FINISH, 100' - 0" FIELD TOUCH-UP

PROJECT NO: 21707

RENTAL OFFICE 004

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

1

A4.1.2

SHEET TITLE:

F3 A7.3.1

PROJECT NO: 21707

STEEL RAILING WITH

21707

J

BLO 500 FRIS

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

LAP-2

FO R

K

F3 A7.3.1

WALL SECTION 17 WALL SECTION 16 2 SCALE: A6.1.6

F1 A7.3.1

T.O. SLAB LEVEL 1 100' - 0" NO: PROJECT

2 A5.1.3

K.1

1

DINING 105

MT-1c

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

FO

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

STO-6

MT-1c

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

CONCRETE SLAB, RE: STRUCT.

1 A6.1.6

F1 A7.3.1

FOOTE'S

BLOCK 11 500 MAIN STR FRISCO, CO 8

G04b

BLOCK 11 500 MAIN STREET FRISCO, CO 80443

RENTAL OFFICE 004

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

LAP-2

G04a

STO-9

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

STO-8b

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

G04b

313

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

?

architecture / urban design / interior design

1 PLAZA SCREEN A7.6.2 ENLARGED WEST ELEVATION

PRE-FINISHED DOWNSPOUTS AND OVERFLOW SCUPPERS

PERMIT SUBMITTAL #1 75% CDS / PRICING

SMOOTH CEMENT FIBER BOARD PANEL

A7.6.2

STO-10

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

MT-1b

T.O. STRUCT. T.O. STRUCT. LEVEL 2 ROOF 112' 132'- - 3" 3 1/2"

LAP-1

BLOCK 11 500 MAIN STREET FOOTE'S REST 4 FRISCO, CO 80443

F1 A7.3.1

typical elevation sheet

File Path: Plot Date:

17' - 0" 1 A7.6.2

MT-1b

FOOTE'S REST

G04a

105

CONCRETE BASE WALL

2018.05.01 2018.08.17

DINING

F1 A7.3.1

STO-18

ENTRY 104

F1 A7.3.1

PER 75%

SNOWFENCE, TYP.

F1 A7.3.1

Issue:

G04a

N O T

STO-21

STO-20

10' - 0"

F1 BOWLING A7.3.1

12 A7.5.2

A7.6.2

RENTAL OFFICE 004

2018.05.01 2018.08.17

220

12

FILTER FABRIC, TURN UP WALL & TERMINATE @ B.O. FINISH

B.O. FINISH

T.O. RECESSED SLAB 98'-10"

104Ab

PLAZA FINISH, RE: LANDSCAPE PLANS

T.O. FINISH 100'-0"

T.O. SLAB BASEMENT 83' - 0"

STO-33

BOWLING ENTRY 104

A7.5.2

CIP CONCRETE CURB, RE: STRUCT

Issue:

216

104Ab

WOOD SCREENS, RE: A4.2.1

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

F1c CONCRETE ADEQUATELY PROTEXT CURB DURING CONSTRUCTION A7.3.1 (BREAK METAL CAP OR SIM)

T.O. WALL RE: PLANS

A7.3.1

G04a

BOWLING VESTIBULE 104A

104Aa

STO-21

STO-20 8 104Aa A7.6.2

E

31' - 0"

PREFINISHED METAL COPING/PARAPET CAP

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

RE: STRUCT

Consultants:

PERMIT SUBMITTAL #1 75% CDS / PRICING

N

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

M6

2018 2018

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

MT-1c

F1 A7.3.1

A4.2.1

BOWLING ENTRY 104

F1c A7.3.1

Issue

MT-1

W4a

12' - 3"

A7.2.1

F1

Consultants:

F2 A7.3.1

BRICK VENEER, 3/4" INSET

A7.1.2

STO-21

STO-20

STO-25

12' - 3"

W4d

LOUNGE 103

12

A7.3.1 A7.5.2

AT COLUMN WRAPS FABRICATE PER FIRE RATED ASSEMBLY REQ'MTS

BRICK ACCENT BAND, 3/4" INSET

LOUNGE 103

F1c A7.3.1

PER ELEVATIONS

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

SNOWFENCE, TYP.

119' - 3"

104Ab

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

FLAT SEAM METAL PANELS

F2b A7.3.2

10' - 0 1/2"

F1 A7.3.1

F2b A7.3.2

architecture / urban

C

S6

F1 A7.3.1

BOWLING VESTIBULE 104A

COLOR TBD

PREFINISHED, LIGHT WOOD TONE PREFINISHED, DARK WOOD TONE PREFINISHED, LIGHT WOOD TONE PREFINISHED, DARK WOOD TONE TRANSPARENT NATURAL

SMOOTH CEMENT FIBER BOARD SOFFIT PLANKS

S6 207

rowland+

1830 blake st. ste. 200 PROVIDE SPRING CLIP PARAPET CAPS WITH denver, co 80202 INTERMITTENT CLEATS 303.308.1373 o 310 PREFINISHED MISC. PWDR COAT METAL BY MFR 303.308.1375 f SAMPLE FOR APPROVAL SUBMIT

ACOUSTIC SCREEN WALL BEYOND

M6

104Aa

234 e. hopkins ave. MATCH MT-1 FINISH aspen, co 81611 PT-x 970.544.9006 o COLOR TBD 970.544.3473 f

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

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

TINTED/COLORED MORTAR PER ARCHITECT APPROVAL

architecture / urban design / interior design

F

2018.05.01 2018.08.17

129' - 3"

LOUNGE 103

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 H2B

Issue:

14' - 10 1/2"

WD-3

A7.1.2

2 A5.1.3

13' - 1 1/2"

G04c

W4a

M6 G

MODULAR WITH 3/8" JOINT

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

EXTERIOR-GRADE STAIN PERMIT SUBMITTAL #1 75% CDS / PRICING

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

COMMENTS

rowland+broughton

COLOR TBD M6

MT-1

F1 F2b A7.3.1 A7.3.2

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

G04c

Issue:

SIZE

R1 A7.3.2

DARK BRONZE

G04c

WOOD T&G VERTICAL SIDING. RANDOM MIX OF 4", 6" AND 8" WIDE SIDING BOARDS

BALCONY 207b

S6

A7.1.2

PRE-FINISHED GALV. PWDR COAT

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

F2 A7.3.1

F2b A7.3.2

COLOR

W4b

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

H2B

S6 W4b 207 M6 A7.1.2

207

G04c

207

W4a

M6

PATTERN

Consultants:

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

PAINTED DECORATIVE STEEL PREFINISHED BRAKE METAL FLAT-SEAM METAL PANELS WOOD LAP SIDING WOOD LAP SIDING WOOD VERTICAL SIDING WOOD VERTICAL SIDING WOOD SOFFIT PLANKS

J 23' - 3 1/4"

W4b

F2 A7.3.1

BALCONY 207b

10' - 0"

S6 207

M6

SERIES

TRIFAB VERSAGLAZE 451T WATERTON RUNNING BOND

FO R

A7.1.2

MT-2 310 MT-3 MT-4

G04c

K M6

2' - 11"

W4b

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

A4.1.1

A7.1.2

307

JAMES HARDIE JAMES HARDIE JAMES HARDIE BERRIDGE OR SIM.

PRE-FINISHED GALV. PWDR COAT

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

F2 A7.3.1

F2b F2 A7.3.2 A7.3.1

F2 S7 A7.3.1

ROBINSON BRICK

METAL COPING

H2B

R1 A7.3.2

M6

MANUFACTURER KAWNEER OR SIM.

C O N ST R U C TI O

W4a

F2 A7.3.1

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

N

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

307

BRICK

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

N

F2b A7.3.2

S7 307W4b A7.1.2 G04c

F2 A7.3.1

ALUMINUM STOREFRONT

BR-1

N O T

S7

S7 307

DESCRIPTION

ALUM-1

HOTEL ENTRY FROM MAIN ST. AND 6TH AVE.

EXTERIOR MATERIAL SCHEDULE

FO R

F2 A7.3.1

R1 A7.3.2

W4b

M6 S7 A7.1.2 307

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

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

N O T

307

R1 A7.3.2

M6

MT-1c

A4.1.3

R1 A7.3.2 S7

PROPERTY LINE

10' - 0 1/2"

A7.1.2

M6

N O T

A7.1.2

R1 A7.3.2

M6

W6

C O N ST R U C TI O

A7.1.2

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

A7.1.2

PROPERTY LINE

R1 W4b A7.3.2

R1 A7.3.2

W6

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

Consultants:

2

J

W6

architecture / urban design / interior design

C O N ST R

M6

rowland+broughton

M6

PROPERTY LINE

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

W6

M6

C O N ST R U C TI O

A7.1.2

234 e aspe 970.5 970.5

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

A4.1.1

W6 W4b

archit

architecture / urban design / interior design

2

screen documentation COURTYARD BALCONY SCREEN AXONOMETRIC 6 A4.2.1

SCALE: NTS 11 BLOCK 500 MAIN STREET FRISCO, CO 80443

4

A4.2.1

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

5

A4.2.1

PROPOSED ENLARGED ELEVATIONS SCREENS

PROJECT NO: 21707

SHEET TITLE:

PROPOSED ENLARGED ELEVATIONS SCREENS

SCALE: 3/8" = 1'-0

A4.2.1

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

WEST CORNER SCREEN ENLARGED WEST ELEVATION

6

COPYRIGHT 2018 ROWLAND + BROUGHTON ARCH THE INFORMATION AND DESIGN INTENT CONTAINE PROPERTY OF ROWLAND+BROUGHTON ARCHITEC PART OF THIS INFORMATION MAY BE USED WITHO PERMISSION OF ROWLAND+BROUGHTON ARCHITE ROWLAND+BROUGHTON ARCHITECTURE AND URB COMMON LAW STATUTORY AND OTHER RESERVE THERETO.

COURTYARD BALCONY SCREEN AXONOMETRIC

A4.2.1 A4.2.1

SCALE: 3/8" = 1'-0" T.O. SLAB LEVEL 1 100' - 0"

1 A4.2.1

SCALE: NTS

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

P

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. B

6

zachary j carson, aia, ncarb zcarson42@gmail.com | www.linkedin.com/in/zjcarson | http://issuu.com/zjcarson | (216) 407-9519

2

PLAZA SCR ENLARGED

A4.2.1

SCALE: 3/8" =

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 professional aerial render buildings, site visits and OAC meetings 6

5

4

3

2

1

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

CONSULTANTS CIVIL

E

Spaceco

E

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

C.E. Anderson & Assoc. 6

5

4

A

3

B

C

D

F

G

175 N. Franklin Street Chicago, IL 60606 312-750-1701

1

2

E

MEP

WMA Consulting Engineers, Ltd.

5

H

4

3

2

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

1

LANDSCAPE

2 E.A30-01

ROOF 422' - 4"

Hoerr Schaudt Landscape Architects 850 West Jackson Blvd., Suite 800 Chicago, IL 60607 312-492-6501

ROOF 422' - 4"

6 330 North Wabash Ave. Suite 3600 Chicago, IL 60611 t 312.755.0770 f 312.755.0775 www.perkinswill.com

LEVEL 39 400' - 8"

CONSULTANTS CIVIL

LEVEL 38 390' - 4"

E

Spaceco

E

LEVEL 38 390' - 4"

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

LEVEL 37 380' - 0"

C.E. Anderson & Assoc.

LEVEL 37 380' - 0"

LEVEL 36 369' - 8"

WMA Consulting Engineers, Ltd.

MEP

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

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

D LEVEL 34 349' - 0"

NOT FOR CONSTRUCTION

D LEVEL 34 349' - 0"

PROJECT LEVEL 33 338' - 8"

LEVEL 33 338' - 8"

LEVEL 32 328' - 4"

LEVEL 30 307' - 8"

LEVEL 29 297' - 4"

CMK DEVELOPMENT CORPORATION

LEVEL 29 297' - 4"

D

PROJECT

LEVEL 28 287' - 0"

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

LEVEL 28 287' - 0"

RIVER SOUTH

LEVEL 27 276' - 8"

CHICAGO, IL

LEVEL 26 266' - 4"

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

LEVEL 26 266' - 4"

LEVEL 25 256' - 0"

CMK DEVELOPMENT CORPORATION

LEVEL 24 245' - 8"

C

CHICAGO, IL

LEVEL 31 318' - 0"

LEVEL 30 307' - 8"

D

RIVER SOUTH

LEVEL 32 328' - 4"

NOT FOR CONSTRUCTION

LEVEL 31 318' - 0"

LEVEL 23 235' - 4"

C

LEVEL 23 235' - 4"

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

LEVEL 22 225' - 0"

KEYPLAN

LEVEL 24 245' - 8"

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

LEVEL 22 225' - 0"

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

B LEVEL 12 132' - 0"

LEVEL 12 132' - 0"

LEVEL 11 121' - 8" B

LEVEL 10 111' - 4"

LEVEL 09 101' - 0"

LEVEL 08 84' - 0"

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

LEVEL 08 84' - 0"

Level 1 Elevation of 0'-0" = 10.00 CCD LEVEL 07 70' - 9" LEVEL 06 62' - 0"

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

TH LEVEL 07 73' - 0"

LEVEL 07 70' - 9"

ISSUE CHART

TH LEVEL 06 62' - 0"

LEVEL 06 62' - 0"

TH LEVEL 05 51' - 0"

LEVEL 05 48' - 9"

TH LEVEL 04 40' - 0"

LEVEL 04 40' - 0"

TH LEVEL 07 73' - 0"

TH LEVEL 06 62' - 0"

TH LEVEL 05 51' - 0"

TH LEVEL 04 40' - 0"

MARK

ISSUE

Job Number

A

LEVEL 03 26' - 9"

A

6

8/27/2015 5:25:25 PM

TH LEVEL 03 29' - 0"

MARK

Job Number Drawn

A

TH LEVEL 02 18' - 0"

Checked Approved

ISSUE

DATE

LEVEL 03 26' - 9"

026680.000 Author Checker

LEVEL 02 18' - 0"

Approver

TITLE

TH LEVEL 01 7' - 0"

Drawn

A

ELEVATION 1 NORTH 1/16" = 1'-0" 4

1 5

3D View 5

6

3

4

2

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

5

3

Checker

Approver

EXTERIOR BUILDING ELEVATIONS SHEET NUMBER

E.G00-22

4

3

6

Author

Checked

Approved

TITLE

TH LEVEL 02 18' - 0"

LEVEL 01 0' - 0"

SHEET NUMBER

5

DATE

026680.000

professional public space render

TH LEVEL 03 29' - 0"

TH LEVEL 01 7' - 0"

PERSPECTIVES

LEVEL 01 0' - 0"

E.A20-01

2

1

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

CONSULTANTS CIVIL

E

Spaceco

E

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

C.E. Anderson & Assoc.

175 N. Franklin Street Chicago, IL 60606 312-750-1701 MEP

WMA Consulting Engineers, Ltd.

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

NOT FOR CONSTRUCTION

D

PROJECT

RIVER SOUTH CHICAGO, IL

CMK DEVELOPMENT CORPORATION 225 W. Ohio, 6th Floor Chicago, IL, 60611

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

C

B

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

MARK

Job Number Drawn

A

Checked Approved

ISSUE

DATE

026680.000 Author Checker Approver

c:\temp\SW_ARCH_E_PetersH.rvt

TITLE

building “E” development

8/27/2015 5:35:41 PM

8/28/2015 9:19:38 AM

c:\temp\SW_ARCH_E_petersh.rvt

c:\temp\SW_ARCH_E_PetersH.rvt

LEVEL 02 18' - 0"

PERSPECTIVES SHEET NUMBER

1 3D View 1 6

5

professional green space render 2 3D View 2

4

3

2

1

site plan zachary j carson, aia, ncarb zcarson42@gmail.com | www.linkedin.com/in/zjcarson | http://issuu.com/zjcarson | (216) 407-9519

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 Volume 1 | 3.4 Sections

engaging public space SCHEMATIC DESIGN | 03 NOVEMBER 2015

1' - 6"

T/PARAPET 64' - 10" ROOF 63' - 0"

15' - 0"

2 1/4"

13' - 3 3/4"

1' - 6"

3' - 0"

ROOF 63' - 0"

PC-2

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"

PC-2

LEVEL 03 33' - 0"

3' - 0"

LEVEL 03 33' - 0"

2 1/4"

11' - 9 3/4"

CW-2

15' - 0"

12' - 0"

3' - 0"

15' - 2 1/4"

2' - 9 3/4"

LEVEL 02 18' - 0"

18' - 0"

LEVEL 02 18' - 0"

LEVEL 01 0' - 0"

SCHEMATIC DESIGN | 03 NOVEMBER 2015

1' - 6"

HEALTH SCIENCES BUILDING

T/PARAPET 64' - 10"

Enlarged East Wall

Enlarged South Wall

ROOF 63' - 0"

15' - 0"

2 1/4"

13' - 3 3/4"

1' - 6"

3' - 0"

ROOF 63' - 0"

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"

LEVEL 03 33' - 0"

Volume 1 | 3.0 Visualization

SCHEMATIC DESIGN | 03 NOVEMBER 2015

2 1/4"

11' - 9 3/4"

CW-2

15' - 0"

12' - 0"

3' - 0"

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

LEVEL 01 0' - 0"

LEVEL 02 18' - 0"

18' - 0"

LEVEL 02 18' - 0"

LEVEL 01 0' - 0"

reinvigorated green space

SCHEMATIC DESIGN | 03 NOVEMBER 2015

T/PARAPET 64' - 10"

Enlarged East Wall

Enlarged South Wall

15' - 0"

ROOF 63' - 0"

15' - 0"

LEVEL 04 48' - 0"

Volume 1 | 3.0 Visualization

SCHEMATIC DESIGN | 03 NOVEMBER 2015

15' - 0"

LEVEL 03 33' - 0"

18' - 0"

LEVEL 02 18' - 0"

schematic facade detailing LEVEL 01 0' - 0"

schematic elevations zachary j carson, aia, ncarb zcarson42@gmail.com | www.linkedin.com/in/zjcarson | http://issuu.com/zjcarson | (216) 407-9519

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, Photoshop Responsibilities: Massing design, test fits, architectural articulation, landscape conceptualization, rendering, consultant coordination

academic core

`

B

`

A

housing public space

SOUTH ELEVATION : SITE SECTION H

massing/program evolution

`

facade studies

`

ELEVATIONS CONCEPT

G

H

courtyard section/elevation zachary j carson, aia, ncarb zcarson42@gmail.com | www.linkedin.com/in/zjcarson | http://issuu.com/zjcarson | (216) 407-9519

model building NORTHWESTERN UNIVERSITY CHICAGO CAMPUS

N DEWITT PLACE

MIES VEN DER ROHE WAY

N MICHIGAN AVENUE

perkins + will

E PEARSON STREET

LAKE SHORE PARK Museum of Contemporary Art

E CHICAGO AVENUE Levy Mayer Hall

Ward Memorial Building

LAKE MICHIGAN

Prentice Women’s Hospital

Lurie Children’s Hospital

Tarry Building Morton Building

Searle Building

Wieboldt Hall

Arthur Rubloff Building

McCormick Hall

E SUPERIOR STREET Olson Pavilion

Lurie Medical Research Building

McGaw Pavilion

Simpson Querrey Biomedical Research Center

345 E. Superior

Abbott Hall Heating Plant

IVE DR

N FAIRBANKS COURT

E ERIE STREET

N MCCLURG COURT

E HURON STREET

Northwestern Memorial Hospital

RE E SHO N LAK

Huron Superior Parking Garage

680 Lake Shore Drive

Future RIC Hospital

N ST CLAIR STREET

E ONTARIO STREET

N DEWITT PLACE

MIES VEN DER ROHE WAY

N MICHIGAN AVENUE

N FAIRBANKS COURT

E OHIO STREET

E GRAND AVENUE

MEADOW HOUSE

N O RT H FA C A D E

DESIGN PROCESS + broughton rowland

E PEARSON STREET

AREA C 141,404 SF

LAKE SHORE PARK

FAR: 13.25 1,873,603 ALLOWABLE

Museum of Contemporary Art

PD 3 BOUNDARY 33.73 ACRES

Prentice Women’s Hospital

Lurie Children’s Hospital

N FAIRBANKS COURT

E CHICAGO AVENUE

Tarry Building Morton Building

AREA A 247,714 SF

Levy Mayer Hall

Ward Memorial Building

Searle Building

Wieboldt Hall

Olson Pavilion

Simpson Querrey Biomedical Research Center

264,066 gsf

AREA D 130,982 SF

345 E. Superior Abbott Hall

Heating Plant

366,000 gsf

910,000 gsf

264,000 gsf

43,000 gsf

IVE DR

N MCCLURG COURT

E HURON STREET

Northwestern Memorial Hospital

E ERIE STREET

FAR: 2.4 314,357 ALLOWABLE

AREA B 233,382 SF

RE E SHO N LAK

Lurie Medical Research Building

McGaw Pavilion

W E ST FA C A D E

Arthur Rubloff Building

McCormick Hall

E SUPERIOR STREET

Huron Superior Parking Garage

marketing| linework elevations

FAR: 9.9 2,452,369 ALLOWABLE

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

FAR: 0.25 17,904 ALLOWABLE

Future RIC Hospital

N ST CLAIR STREET

E ONTARIO STREET

E OHIO STREET

275 E. CHESTNUT GARAGE 438 SPACES

N DEWITT PLACE

MIES VEN DER ROHE WAY

N MICHIGAN AVENUE

N FAIRBANKS COURT

ZONING + LAND USE

E GRAND AVENUE

E PEARSON STREET

LAKE SHORE PARK Museum of Contemporary Art

E CHICAGO AVENUE Levy Mayer Hall

Ward Memorial Building Prentice Women’s Hospital

Lurie Children’s Hospital

Tarry Building Morton Building

Searle Building

Wieboldt Hall

HURON-SUPERIOR GARAGE 2,000 SPACES

Arthur Rubloff Building

McCormick Hall

E SUPERIOR STREET Olson Pavilion

Lurie Medical Research Building

McGaw Pavilion

Simpson Querrey Biomedical Research Center

345 E. Superior

Abbott Hall Heating Plant

N MCCLURG COURT

N FAIRBANKS COURT

E ERIE STREET

RIC SIDE LOT 22 SPACES ABBOTT HALL LOT 110 SPACES

IVE DR

E HURON STREET

Northwestern Memorial Hospital

RE E SHO N LAK

Huron Superior Parking Garage

680 Lake Shore Drive

ARKES PAVILION GARAGE 35 SPACES NMH OCP GARAGE 575 SPACES NMH MCCLURG GARAGE 1,050 SPACES

Future RIC Hospital

ERIE-ONTARIO GARAGE 2,206 SPACES

N ST CLAIR STREET

E ONTARIO STREET

PRIMARY ROADS SECONDARY ROADS

441 E. ONTARIO GARAGE 1,118 SPACE

N FAIRBANKS COURT

560 N. FAIRBANKS LOT 105 SPACES

perkins + will E GRAND AVENUE

TERTIARY ROADS SITE PATHWAY VERTICAL CIRCULATION

E OHIO STREET

site diagrams

rowland + broughton

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.

TRANSIT + PARKING

rowland + broughton

marketing | design process diagrams

visualization| rendering snapshots zachary j carson, aia, ncarb zcarson42@gmail.com | www.linkedin.com/in/zjcarson | http://issuu.com/zjcarson | (216) 407-9519

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