JKZ Design: Volume 3 by John Zacherle

Volume 3 Professional Portfolio Low-Rise Structures [2005-2014] John K. Zacherle 1

John K. Zacherle

JKZ

Volume 3 Professional Portfolio Low-Rise Structures [2008-2015] / Dirk Denison Architects / Independent Projects John K. Zacherle

John K. Zacherle

Contents

06 14 24 30 34 38 40

Dirk Denison Architects Cecelia Building Miller Residence Pucker Pool House 42 West 71st Street Lincoln Park Residence Skarbeck Residence California Residence

Independent Projects Route 99 Competition

Cecelia Building Dirk Denison Architects

Single Family Residence New York, NY 2011 - Present [Under Construction] -12,000 sqf. -6 Floors + Roof Deck -Masonry & Timber Construction -Brick & Brownstone Exterior

New York, NY

John K. Zacherle

Option 1

Option 2

Option 3 Cecelia Residence

01 - Vestibule 02 - Entry 03 - Dining Room 04 - Elevator 05 - Powder Room 06 - Kitchen 07 - Family Room 08 - Breakfast Room 09 - Office 10 - Sitting Room 11 - Living Room 12 - Terrace 13 - Bedroom 14 - Bathroom 15 - Closet 16 - Atrium 17 - Recreation 18 - Skylight 19 - Roof Deck 20 - Pool & Spa

04 20

04 17

14 13

13 13

14 15

13 14

11 10

07 06 08

John K. Zacherle

Cecelia Residence

CNC CUT INTERNAL FRAME

D - INNER GUARDRAIL

Plaster

Gyp

INNER GUARDRAIL

Stair Framing Diagram

Plaster

3/26/13

Gyp

DDA

John K. Zacherle

KHB

Cecelia Residence

GUERIN GLASS ARCHITECTS P

20 Jay Street, 11th Fl., Suite 1110 Brooklyn, New York 11201 T: 212.358.8380 F: 212.358.8381 www.gueringlass.com

116 Waverly Place New York, NY 10011

Owner:

Spruce 116 Waverly LL 902 Broadway, 18th Floor New York, NY 10010

CONSULTANTS: Dirk Denison Architects 1123 West Washington Chicago, Illinois 60607 312-455-1388

Herbert Kunstadt Associa 383 Fifth Avenue, 4th Floo New York, New York 10016 212-221-6803

Harrison-Hamnett, P.C. 40 Knowles Street Pennington, New Jersey 08 609-818-1808

J. Callahan Consulting 299 Broadway Suite 1420 New York, New York 10007 212-766-2115

SEAL

ISSUE DATE

02 01

12.22.2010 10.22.2010

CD Set - Re Alt 1 - Perm

SCALE

1/4"

PROJECT #

102

c Guerin Glass Architecture, P.C. 2010

DRAWING TITLE:

Building Sections DRAWING NO:

A-312.00 John K. Zacherle

SHEET:

Cecelia Residence

John K. Zacherle

Miller Residence Dirk Denison Architects

Single-Family Residence Bannockburn, Illinois 2008-2011 [Completed: 2011] -10,000 sqf. -Single Floor + 1/2 Basement -Steel & Wood Construction -Wood & Stone Exterior Bannockburn, IL

Miller Residence

01 - Prairie Grass 02 - Mowed Path 03 - Natural Wetland 04 - Lawn Grass 05 - Wood Walkway 06 - Landscaped Courtyard 07 - Faceted Roof

08 - Flat Roof 09 - Entry Canopy 10 - Entry Sidewalk 11 - Stone Drive & Parking 12 - Covered Pass-Through 13 - Paved Parking 14 - Retaining Wall

15 - Apple Tree Orchard 16 - Grass Berm 17 - Entry Driveway 18 - Exit Driveway 19 - Entry Gate 20 - New Trees

06 07

05 09

04 07

10 12 07 13

John K. Zacherle

04 03

18 15

Miller Residence

06 05

03 04

04 03

04 02

13 12 11

John K. Zacherle

01 - Entry 02 - Powder Room 03 - Courtyard 04 - Bedroom 05 - Closet 06 - Bathroom 07 - Office 08 - Family Room 09 - Porch 10 - Living Room 11 - Dining Room 12 - Kitchen 13 - Laundry 14 - Spa 15 - Mudroom 16 - Garage

05 14

04 06

Miller Residence

01 - Cedar Shingles 02 - Wood Framing 03 - Steel Framing 04 - Steel Columns 05 - Concrete Foundation 02

John K. Zacherle

18" L., #1 BLUE LABEL, CERTIGRADE CEDAR SHINGLES, 4 1/4 EXPOSURE 4" FELT OVERLAP W/ 18" FELT INTERLAY

FELT FOLDED BACK TYP. @ VALLEY & RIDGE CONDITIONS

DOUBLE STARTER COURSE

1"x4" NAILING STRIPS

METAL VALLEY FLASHING

16" O.C. 18" 2"x4" L., #1WD BLUESPACERS, LABEL, CERTIGRADE CEDAR SHINGLES, 4 1/4 EXPOSURE

5 1/2"

DELTA THERM DEICING CABLE ASSEMBLY-DTC-120G CONTROLLER MINERAL INSULATED CABLE

COR-A-VENT S-400 STRIP VENT OR SIMILAR

"SHARKSKIN" ROOFING UNDERLAYMENT 3/4" t. T&G EXTERIOR GRADE PLYWOOD ROOF 4" FELT OVERLAP W/ 18" FELT INTERLAY 6" CLOSED CELL POLYURETHANE SPRAY INSULATION, ADHERE TO 1"x4" NAILING STRIPS UNDERSIDE OF ROOF DECKING (INSTALL ALSO SO TO ALLOW 3" 2"x4" WD SPACERS, 16" AS O.C. CLEAR SPACE AROUND RECESSED "SHARKSKIN" ROOFING UNDERLAYMENT LIGHT HOUSING)

METAL FASCIA WITH CONTINOUS DRIP EDGE

PERFORATED S.S. PLATE @ VENT

3/4" t. T&G EXTERIOR GRADE PLYWOOD ROOF

BLOCKING AS NECESSARY

STRUCTURAL PERIMETER STEEL TUBESEE STRUCTURAL DWGs

1/2" x 4" NAILING STRIPS BLOCKING AS NECESSARY

FILLCAVITY w/ 6" CLOSED CELL POLYURETHANE SPRAY INSULATION, ADHERE TO UNDERSIDE OF ROOF DECKING (INSTALL ALSO SO AS TO ALLOW 3" CLEAR SPACE AROUND RECESSED LIGHT HOUSING)

STRUCTURAL BEAM-SEE STUCTURAL DWGs

1'-3" (TYP.)

6" CLOSED CELL POLYURETHANE SPRAY INSULATION, ADHERE TO UNDERSIDE OF ROOF DECKING (INSTALL ALSO SO AS TO ALLOW 3" CLEAR SPACE AROUND RECESSED LIGHT HOUSING) 3/4" t. T&G EXTERIOR GRADE PLYWOOD ROOF

"SHARKSKIN" ROOFING UNDERLAYMENT

Detail at Roof Fascia & Eve 3" = 1' - 0"

ROOF JOISTSEE STRUCTURAL DWGs

Detail at Roof Eve & Gutter

3" = 1' - 0"

RIDGE CAP, CUT BACK EDGE OF SHINGLE ON A BEVEL COR-A-VENT RIDGE w/ ENHANCED SNOW SCREEN OR SIM. PRODUCT INSTALLED TO MANUFACTURER'S SPECIFICATIONS BLOCKING AS NECESSARY

18" L., #1 BLUE LABEL, CERTIGRADE CEDAR SHINGLES, 4 1/4 EXPOSURE 4" FELT OVERLAP W/ 18" FELT INTERLAY 1"x4" NAILING STRIPS 2"x4" WD SPACERS, 16" O.C. "SHARKSKIN" ROOFING UNDERLAYMENT 3/4" t. T&G EXTERIOR GRADE PLYWOOD ROOF 6" CLOSED CELL POLYURETHANE SPRAY INSULATION, ADHERE TO UNDERSIDE OF ROOF DECKING (INSTALL ALSO SO AS TO ALLOW 3" CLEAR SPACE AROUND RECESSED LIGHT HOUSING)

Detail at Roof Ridge 3" = 1' - 0"

DOUBLE STARTER COURSE

5 1/2"

18" L., #1 BLUE LABEL, CERTIGRADE CEDAR SHINGLES, 4 1/4 EXPOSURE 18" L., #1 BLUE LABEL, CERTIGRADE CEDAR SHINGLES, 4 1/4 EXPOSURE

COR-A-VENT S-400 STRIP VENT OR SIMILAR

4" FELT OVERLAP W/ 18" FELT INTERLAY 4" FELT OVERLAP W/ 18" FELT INTERLAY 1"x4" NAILING STRIPS 1"x4" NAILING STRIPS 2"x4" WD SPACERS, 16" O.C.

FELT FOLDED BACK TYP. @ VALLEY & RIDGE CONDITIONS

METAL FASCIA WITH CONTINOUS DRIP EDGE

METAL VALLEY FLASHING

2"x4" WD SPACERS, 16" O.C.

DELTA THERM DEICING CABLE ASSEMBLY-DTC-120G CONTROLLER MINERAL INSULATED CABLE

PERFORATED S.S. PLATE @ VENT

"SHARKSKIN" ROOFING UNDERLAYMENT ROOFING UNDERLAYMENT 3/4""SHARKSKIN" t. T&G EXTERIOR GRADE PLYWOOD ROOF 3/4" t. T&G EXTERIOR GRADE PLYWOODPERIMETER ROOF STRUCTURAL STEEL TUBESEE STRUCTURAL DWGs 6" CLOSED CELL POLYURETHANE SPRAY INSULATION, ADHERE TO UNDERSIDE OF ROOF DECKING 6" CLOSED POLYURETHANE (INSTALLCELL ALSO SO AS TO ALLOW 3" SPRAY INSULATION, ADHERE TO CLEAR SPACE AROUND RECESSED UNDERSIDE OF ROOF DECKING LIGHT HOUSING) (INSTALL ALSO SO AS TO ALLOW 3" CLEAR SPACE AROUND RECESSED LIGHT HOUSING)

BLOCKING AS NECESSARY 1/2" x 4" NAILING STRIPS FILLCAVITY w/ 6" CLOSED CELL POLYURETHANE SPRAY INSULATION, ADHERE TO UNDERSIDE OF ROOF DECKING (INSTALL ALSO SO AS TO ALLOW 3" CLEAR SPACE AROUND RECESSED LIGHT HOUSING)

1'-3" (TYP.)

3/4" t. T&G EXTERIOR GRADE PLYWOOD ROOF BLOCKING AS NECESSARY STRUCTURAL BEAM-SEE STUCTURAL DWGs

"SHARKSKIN" ROOFING UNDERLAYMENT

Detail at Roof Fascia & Eve 3" = 1' - 0"

ROOF JOISTSEE STRUCTURAL DWGs

RIDGE & CAP, CUT BACK EDGE OF Detail at Roof Eve Gutter SHINGLE ON A BEVEL

COR-A-VENT RIDGE w/ ENHANCED 3" = 1' - 0" SNOW SCREEN OR SIM. PRODUCT INSTALLED TO MANUFACTURER'S SPECIFICATIONS BLOCKING AS NECESSARY

Detail at Roof Ridge 3" = 1' - 0"

18" L., #1 BLUE LABEL, CERTIGRADE CEDAR SHINGLES, 4 1/4 EXPOSURE FELT FOLDED BACK TYP. @ VALLEY & RIDGE CONDITIONS

4" FELT OVERLAP W/ 18" FELT INTERLAY 1"x4" NAILING STRIPS

METAL VALLEY FLASHING

2"x4" WD SPACERS, 16" O.C.

DELTA THERM DEICING CABLE ASSEMBLY-DTC-120G CONTROLLER MINERAL INSULATED CABLE

"SHARKSKIN" ROOFING UNDERLAYMENT 3/4" t. T&G EXTERIOR GRADE PLYWOOD ROOF 6" CLOSED CELL POLYURETHANE SPRAY INSULATION, ADHERE TO UNDERSIDE OF ROOF DECKING (INSTALL ALSO SO AS TO ALLOW 3" CLEAR SPACE AROUND RECESSED LIGHT HOUSING)

Miller Residence

STRUCTURAL BEAM - SEE STRUCTURAL DWGs 3/4" EXTERIOR GRADE PLYWOOD SHEATHING METAL CLADDING @ EAVE 5/8" SPACE "SHARKSKIN" ROOFING UNDERLAYMENT METAL FLASHING WITH CONTINUOUS DRIP EDGE WOOD 3 VENEER COVE BOX SOLID WOOD FINISH BLOCK AT REVEAL LIGHT FIXTURE - SEE LIGHTING FIXTURE SCHEDULE AND SPECIFICATIONS

3 1/4"

1 1/16"

9/16"

BACKER ROD AND SEALANT, TYP. SOLID WOOD PANEL 1" RIGID INSULATION

SOLID WOOD FINISH BLOCK AT REVEAL, TYP. PAINT INSIDE OF ROLLER SHADE POCKET BLACK

1 1/4" 5/16" 4 1/2"

3/16"

SEE STRUCTURAL DWGS.

3/4" WOOD VENEER PANEL WITH SOLID WOOD EDGE REMOVABLE FOR ROLLER SHADE ACCESS ROLLER SHADE

1 1/16"

9/16"

ROUGH OPENING DATUM (TYPICAL)

WALL MEMBRANE SHIM TO LEVEL

METAL FLASHING WITH CONTINUOUS DRIP EDGE SEALANT,TYP. METAL FLASHING WITH CONTINUOUS DRIP EDGE

FF-1 10 5/16"

SILL GASKET, TYP. 6 3/8"

11/16"

1 5/8" 1 1/4"

1 7/8"

3 1/4"

ROUGH OPENING DATUM (TYPICAL)

1 3/8"

Section Details at Fixed/Fixed Window Transition 3" = 1' - 0"

10 1/16" 6 3/8"

11/16"

1 1/4"

Plan Details at Fixed/Fixed Transition 3" = 1' - 0"

COLUMN - SEE STRUCTURAL DWG

1 1/4"

1 1/16" 9/16"

1/2"

1 1/4"

3/4" t. EXTERIOR GRADE PLYWOOD SHEATHING WALL MEMBRANE VERTICAL WOOD FURRING STRIPS @ 16" O.C., SHIM TO PLUMB WOOD SILL

10 7/8"

3/4" SOLID WOOD PANEL

John K. Zacherle

Plan Details at Window/Wall Transition 3" = 1' - 0"

Miller Residence

Pucker Pool House Dirk Denison Architects

Pool House for a Private Residence Libertyville, Illinois 2009-2011 [Completed: 2011] -2,000 sqf. -Single Floor + Unfinished Basement -Steel & Timber Construction -Wood & Stainless Steel Exterior

Libertyville, IL

John K. Zacherle

Pucker Pool House

09 07

10 08 11 05

01 03

01 - Entry Gate 02 - Existing Fence 03 - Existing Pool 04 - Existing Trellis 05 - Spa 06 - Grill 07 - Sitting Room & Kitchen 08 - Changing Room 09 - Powder Room 10 - Outdoor Shower 11 - Outdoor Dining

East Elevation

West Elevation

John K. Zacherle

Spa & Outdoor Dining

Private Garden Pucker Pool House

West Elevation

Changing Rooms 28

John K. Zacherle

Private Garden Pucker Pool House

42 W. 71st Street Dirk Denison Architects

Single Family Residence New York, NY 2011 - Present [Under Construction] -12,000 sqf. -6 Floor Levels + Roof Deck -Masonry & Wood Construction -Brick & Brownstone Exterior

New York, NY

John K. Zacherle

Restored Historic Facade

LEGEND 1

NOTE

1) PATCH ALL BROWNSTONE DETERIORATION AND REPAIR OCCURRENCES OF EXFOLIATION AT FACADE, CONTOUR SCALING AND DISAGGREGATION AT WINDOW AND DOOR SURROUND DETAILS. ALL DETERIORATED AREAS SHALL BE INSPECTED FOR DAMAGE AND SHALL BE PATCHED AND REPAIRED. 2) ALL EXTERIOR PAINT AT FRONT FACADE MASONRY SHALL BE REMOVED (USING PAINT STRIPPER BY 'PROSOCO' AS PER LPC APPROVAL). ONCE PAINT IS REMOVED, FACADE SHALL BE INSPECTED BY THE ARCHITECT AND LPC STAFF TO DETERMINE THE EXTENT OF THE MASONRY AND BROWNSTONE RESTORATION. 3) THE CORNICE WORK INCLUDES SCRAPING, SEALING, PRIMING, PAINTING AND THE IN-KIND (USING EXISTING MATERIAL TO MATCH) REPLACEMENT OF MISSING PORTIONS OF THE ASSEMBLY. ALL REPLACEMENT PORTIONS ARE TO BE MECHANICALLY FASTENED. 4) WOOD PANELED DOOR, FRAME, TRANSOM AND SURROUND TO BE REFURBISHED TO MATCH EXISTING HISTORIC CONDITION. DOOR SWING TO BE REVERSED TO5OPEN INWARDS. ALL SURFACE SHALL HAVE PEELING4AND CRACKED 'ALLIGATOR' PAINT REMOVED. 3

PITTS, CRACKS AND CHECKS IN THE EXISTING WOOD SHALL BE FILLED WITH EPOXY-BASED WOOD FILLER. PATCHED AREAS REQUIRING FILLER SHALL BE SANDED SMOOTH AND PRIOR TO FINISH COATS.5'-8 3/8" 2 2011-11-29 17'-9PRIMED 3/8" 18'-0 5/8"

WOOD 13'-8"

22'-0 1/8"

HARDWARE SHALL BE REPLACED TO MATCH EXISTING IN STYLE, SIZE AND FINISH. ALL GLASS LITES SHALL BE REPLACED BY MATCHING THE GLAZING TECHNIQUE OF THE ORIGINAL DOOR. THE DOOR SHALL BE PRIMED AND PAINTED BLACK WITH TWO FINISH COATS TO MATCH THE EXISTING COLOR.

T.O. Louvers 74' - 11 1/2" AFRE

T.O. Bulkhead 74' - 11 1/2" A.F.F.

AIR COOLED CONDENSING UNITS - SEE MECHANICAL DRAWINGS

5'-0"

5) EXISTING STAINED GLASS TRANSOM WINDOWS TO BE REFURBISHED TO MATCH EXISTING HISTORIC CONDITION. FOLLOW SIMILAR 2 A-401.00 METHODS ABOVE IN #4.

6) EXISTING IRON WINDOW GUARDS AND RAILING SHALL BE SCRAPED, SEALED, PRIMED AND PAINTED.

69' - 11 1/2" AFRE

9'-10"

7) EXISTING IN WALL MECHANICAL EQUIPMENT SHALL BE REMOVED, THE MISSING PORTIONS OF THE WALL AND THE ADJACENT PORTIONS THAT HAVE BEEN CUT OR DAMAGED SHALL BE5 REPLACED IN KIND (USING EXISITNG MATERIAL TO MATCH) AND CONSISTANT WITH THE SIZING A-401.00 AND RHYTHM OF ORIGINAL DESIGN.

PICKET RAILING (SEE ON ANGLE)

60' - 1 1/2" AFRE

FRONT ELEVATION

69' - 11 1/2" A.F.F.

(EXISTING CONDITIONS: 2011)

PROPOSED PICKETT RAILING EXISTING RAILING TO BE REMOVED

STAIR S-R01

STORAGE R02

A2 MASONRY SPECIFICATIONS

T.O. Stair Landing

T.O. Bulkhead

A-401.00

PROPOSED PICKETT RAILING MOVABLE PLANTERS EXISTING PAINTED WOOD CORNICE

3'-6"

T.O. Bulkhead

T.O. Stair Landing 60' - 11 1/2" A.F.F.

Lower Roof Terrace

59' - 2" AFRE

MASONRY REPAIR SPECIFICATION:

4th Level Ceiling Height

RESURFACING AND PATCHING WORK SHOULD ONLY TAKE PLACE WHEN THE EXTERIOR TEMPERATURE REMAINS A CONSTANT 45 DEGREES F 3'-0 1/2" 1/4"THE MATERIALS WILL NOT PROPERLY CURE. OR ABOVE FOR A 72-HOUR PERIOD FROM COMMENCEMENT OF WORK, 3OR

9' - 2 1/4"

58' - 11 1/2" A.F.F.

T.O. Parapet

2 1/2"

2011-12-01

57' - 9 1/2" A.F.F.

EXISTING CORNICE TO BE REFURBISHED

9' - 2 1/4" A.F.F.

13'-4"

NEW DOUBLE HUNG WINDOW, TYP. FOR ALL 'FRONT' ELEVATION WINDOWS, EXT. WINDOW FRAME TO BE PAINTED BLACK (PER LPC APPROVAL)

KEYCEILING OR HOLDING MECHANISM FOR THE PATCH, UNDERCUT THE EDGES OF THE PATCH TO 2) MECHANICAL KEYING: TO CREATE A MECHANICAL 2 HR RATED BASED ON U.L. L556 DRILL 1/2 INCH DIAMETER HOLES 1/2 INCH DEEP, SPACED 2 TO 3 INCHES APART IN STAGGERED ROWS. THE BE VARIED.

FORM AFOR SLIGHT DOVETAIL AND SEE 800 SERIES WINDOW DETAILS ANGLE OF THE HOLES SHOULD

BEDROOM

ELEVATOR

3rd Level Ceiling Height 9' - 11"

11'-6" 35' - 3 1/2" AFRE

2nd Level South Ceiling Height

12'-4"

9' - 9"

15a

EXISTING BRICK TO BE REPOINTED, TYP.

T.O. 4th Level

Main Level Ceiling Height 12' - 0 1/2"

SEE FRAMING PLANS

2011-11-30

13'-7 1/2"

T.O. Ground Level 0' - 0" FRE

Cellar Level Ceiling Height 7' - 6"

108A

2011-12-01

383 Fifth Avenue, 4th Floor New York, New York 10016 212-221-6803

9'-0 3/4"

T.O. Existing Slab - 7' - 6 3/4" BFRE

T.O. Cellar Level - 9' - 3/4" BFRE

2011-12-01

NEW BEAM AT ELEVATOR

EXCAVATION DEPTH: 1'- 6" SEE EXCAVATION DRAWINGS

15R @ 7.27"

2 S N 2

T.O. 2nd Level 22' - 11 1/2" A.F.F.

Main Level Ceiling Height 4

REPLACE EXISTING LIGHT FIXTURE W/ SEA GULL LIGHTING 8067-12: SINGLE-LIGHT LANCASTER BLACK WALL LANTER - SEE ATTACHED CUT SHEET

2011-12-01

FOYER 202

VESTIBULE 201

12' - 0 1/2" A.F.F.

WOOD TO BE REPAIRED TO MATCH EXISTING HISTORIC CONDITION (PER LPC APPROVAL)

1 F C

WOOD AND GLASS DOORS TO BE REPAIRED TO MATCH EXISTING HISTORIC CONDITION (PER LPC APPROVAL)

ARCHITECT:

3 3

NEW DOUBLE HUNG WINDOW, TYP. FOR ALL 'FRONT' ELEVATION WINDOWS, EXT. WINDOW FRAME TO BE PAINTED BLACK (PER LPC APPROVAL)

DIRK DENISON ARCHITECTS

1123 West Washington Floor #2 Chicago, Illinois 60607

EXISTING IRON TO BE REPAIRED AND PAINTED, TYP. (PER LPC APPROVAL)

312.455.1388 (p) 312.455.1264 (f )

T.O. Main Level 9' - 4" A.F.F.

3'-1 3/4"

(E) 3x10s @ 16" O.C.

STONE DETAILING TO BE REFURBISHED/ REPAIRED TO ORIGINAL HISTORIC CONDITION (PER LPC APPROVAL) (TYP OF ALL STONE DETAILING)

2'-0"

OPENING FOR COMPUSTION AIR INTAKE

#: 1

2' - 3 3/4" A.F.F.

T.O. Ground Level

#: 1

MIN.

19 2012-03-26

0' - 0" A.F.F.

ISSUANCE:

STORAGE 001

MECHANICAL 002

ISS

Street Level

STORAGE 101

EXISTING FLOOR FRAMING SEE FRAMING PLANS

Ground Level Ceiling Height 8' - 0" A.F.F.

7'-0 1/4"

MUD ROOM 102

DESCRIPTION Revised Permit Set

DATE: 07.14.2011 07.18.2011

Bid Set

10.18.2011

Revised Permit Set

11.09.2011

Construction Set

02.02.2012

Addendum-01

08.27.2012

Addendum-02 Revised RCP & Elev.

Cellar Level Ceiling Height 7' - 6" A.F.F.

JOB

LOC

NEW CONCRETE FLOOR SLAB - REFER TO STRUCTURAL DRAWINGS

10.5"T - 1"N THE FINISHED MORTAR SURFACE USUALLY SHOULD BE TOOLED SO THAT THE MORTAR IS SLIGHTLY RECESSED BEHIND THE STONE OR BRICK FOR UNDERPINNING NOTES SURFACE. ANY EXCESS MORTAR SHOULD BE CLEANED OFF THE FACE OF THE MASONRY ALONG WITH THE FILM OF CEMENT OR LIME WHICH COMES TO THE SURFACE OF THE MORTAR. CLEANING SHOULD BE DONE WITH A STIFF BRISTLE BRUSH AFTER THE INITIAL SET HAS OCCURED BUT BEFORE THE MORTAR IS FULLY HARDENED.

T.O. Cellar Level

JOB NUMBER:

- 9' - 1" A.F.F.

DAT

LOCATION: 42 West 71st Street New York, NY 10023

THE PROFILES OF THE MORTAR JOINTS SHOULD BE REPLICATED TO MATCH EXISTING CONCAVE MORTAR JOINTS. REFERENCE: NEW YORK CITY LANDMARKS PRESERVATION COMMISSION ROWHOUSE MANUAL.

5'-5 1/2"

EXISTING FLOOR FRAMING -

299 Broadway Suite 1420 New York, New York 10007 212-766-2115

BROWNSTONE DETAILING TO BE REPAIRED/REFURBISHED TO ORIGINAL HISTORIC CONDITION, TYP OF ALL BROWNSTONE DETAILING (PER LPC APPROVAL)

15R @ 7.47" 10.5"T - 1"N

ELEVATOR THE JOINTS MUST BE WETTED BEFORE REPOINTING AND THE MORTAR SHAFT, TYP PRESSED WELL BACK INTO THE JOINTS. IT IS IMPORTANT TO MATCH LAUNDRY STAIR E-001 THE NEW MORTAR WITH THE COLOR, TEXTURE, 007 AND HARDNESS OF THE ORIGINAL MORTAR AND PROFILE OF THE FINISHED MORTAR JOINT. S-001 FOR BOTH COLOR AND PROFILE, EXISTING SOUND2HR MORTAR IN AN AREA RATED SHAFT WALL, TYP. ADJACENT TO THAT BEING REPAIRED SHOULD BE USED AS A GUIDE, SO THAT THE COLOR OF THE NEW MORTAR MATCHES CLEAN OLD MORTAR.

STONE DETAILING TO BE REFURBISHED/ REPAIRED TO ORIGINAL HISTORIC CONDITION (PER LPC APPROVAL) (TYP OF ALL STONE DETAILING) - TO BE REPAIRED TO MATCH EXISITING COLOR ( BEN. MOORE DUNE WHITE 968) SAMPLE TO BE APPROVED BY ARCHITECT PRIOR TO PAINTING - PER "PAINTING PERVIOUSLY PAINTED MASONRY SURFACES" IN MASONRY SPECS.(TYP.)

Herbert Kunstadt Associate, PC

J. Callahan Consulting

3 N 2

10' - 9" A.F.F.

STAIR S-201

SEE DEFECTIVE FRAMING PLANS JOINTS SHOULD BE SCRAPED OUT BY HAND, NOT WITH ELECTRIC SAW OR TOOLS. IN MOST CASES WHEN REPOINTING, THE

1 B 7

2nd Level Ceiling Height

1465 East 16th Street Brooklyn, New York 11230 718-375-9557

NEW DOUBLE HUNG WINDOW, TYP. FOR ALL 'FRONT' ELEVATION WINDOWS, EXT. WINDOW FRAME TO BE PAINTED BLACK (PER LPC APPROVAL)

(E) 3x10s @ 16" O.C.

4 2011-12-01 TO REPOINT MOST NINETEENTH-CENTURY ROWHOUSE BUILDINGS, THE RULE OF THUMB RECOMMENDATION IS FOR A SOFT MORTAR MIX. THE NEW BEAM AT STAIR RECIPE IS AS FOLLOWS: OPENING, TYP. FAMILY ROOM ELEVATOR 9b MORTAR: 107 E-101 STAIR 1 PART WHITE PORTLAND CEMENT (ASTM C-150, TYPE 1) S-101 2-1/2 PARTS LIME 5-6 PARTS SAND

- PARTS ARE BY VOLUME; - MIX DRY INGREDIENTS FIRST BEFORE ADDING POTABLE WATER; - USE DRY PIGMENTS (NATURAL OR SYNTHETIC STABLE OXIDE PIGMENTS) TO TINT OR COLOR MORTAR; AND - MIX ALL INGREDIENTS THOROUGHLY.

35' - 3 1/2" A.F.F.

2'-3 3/4"

9'-4"

T.O. 3rd Level

MASTER BEDROOM 301

MASONRY REPOINTING SPECIFICATION SAND SHOULD BE OF A COLOR, TEXTURE, AND PARTICLE SIZE TO MATCH THE ORIGINAL MORTAR IN APPEARANCE. IF COLOR ADDITIVES ARE NEEDED, CHEMICALLY PURE SYNTHETIC OXIDE PIGMENTS ARE RECOMMENDED (WHICH ARE ALKALI PROOF AND SUN FAST). LIME AND PORTLAND CEMENT SHOULD BE MIXED WITH THE SAND IN A PROPORTION THAT RESULTS IN A MORTAR SOFTER THAN THE MASONRY BEING REPOINTED. REPOINTING SHOULD ONLY TAKE PLACE WHEN THE EXTERIOR TEMPERATURE REMAINS A CONSTANT 45 DEGREES F OR ABOVE 5'-5 1/2" FOR A 72-HOUR PERIOD FROM THE COMMENCEMENT OF WORK, OTHERWISE THE MORTAR WILL NOT PROPERLY CURE.

17'-7 3/4"

9 N

NEW DOUBLE HUNG WINDOW, TYP. FOR ALL 'FRONT' ELEVATION WINDOWS, EXT. WINDOW FRAME TO BE PAINTED BLACK (PER LPC APPROVAL)

Solomon Rosenweig, PE, PC

10' - 9"

22R @ 7.43" 10.5"T - 1"N WINDER

8' - 0"

CONSULTANTS:

2nd Level North Ceiling Height

207A

Ground Level Ceiling Height

EXISTING STONE TO BE REPOINTED (TYP)

(E) 3x10s @ 16" O.C.

OWNER:

902 Broadway, 18th Floor New York, New York 10010

12.01.2011

MASONRY MAINTENANCE SPECIFICATION LIVING ELEVATOR THE FOLLOWING CLEANING TECHNIQUES ARE GROUPED IN ORDER OF HARSHNESS, WITH THE GENTLE METHODS FIRST: 206 E-201 6'-1 1/2" WATER WASH NOT TO EXCEED LOW-PRESSURE 400 PSI, WITH BRISTLE (NOT METAL) BRUSH.

New York, NY 10011

Spruce 71st LLC

6 1/2"

STONE DETAILING TO BE REFURBISHED/ REPAIRED TO ORIGINAL HISTORIC CONDITION (PER LPC APPROVAL) (TYP OF ALL STONE DETAILING)

42 West 71st Street

BEDROOM 401

12b

T.O. Main Level

9' - 11" A.F.F.

NEW DOUBLE HUNG WINDOWS, TYP FOR ALL 'FRONT' ELEVATION WINDOWS (PER LPC APPROVAL)

4) SURFACE FINISHING: SURFACE SHOULD BE FINISHED TO MATCH THE ORIGINAL STONE TOOLING OR EXISTING CONDITION. POSSIBLE SURFACE TREATMENTS INCLUDE DAMP SPONDING (STIPPLING), DRY TROWELING WITH HYDROFLUORIC ACID, ALL EXECUTED WHILE THE PATCH IS PARTIALLY CURED TO A LEATHER HARDNESS. 12a

46' - 9 1/2" A.F.F.

2'-5"

ALL MEASUREMENTS ARE PARTS BY VOLUME. ALL INGREDIENTS SHOULD BE COMBINED DRY AND THEN MIXED WITH POTABLE WATER. 20R @ 7.4" USE DRY PIGMENTS (NATRUAL OR SYNTHETIC STABLE OXIDE PIGMENTS) WHEN CRUSHED STONE IS NOT SUFFICIENT TO GIVE A COLOR 10.5"T - 1"N MATCH. BE CAREFUL NOT TO EXCEED RECOMMENDED MAXIMUM AMOUNTS, AS TOO MUCH PIGMENT REDUCES STRENGTH AND WILL GIVE UNSTABLE COLOR. THE BEST BROWNSTONE PATCHING CONTAINS ACTUAL CRUSHED STONE. USE STONE REMOVED FROM THE AREA BEING REPAIRED OR OLD STONE WITH THE SAME QUALITIES. THE CRUSHED STONE SHOULD BE GROUND AND PASSED THROUGH A 16-MESH SCREEN, AND 3'-0 1/2" 5 A-SK 2011-12-01 05a EXISTING FLOOR FRAMING WASHED THOROUGHLY. (TYPICAL)

22' - 11 1/2" AFRE

EXISTING BRICK TO BE REPOINTED (TYP.)

3rd Level Ceiling Height

D. FINISH COAT: THE FINISH COAT IS APPLIED ONCE THE PATCH HAS BEEN BUILT UP TO THE REQUIRED THICKNESS. ONLY THIS LAST COAT IS FORMULATED TO MATCH THE COLOR AND TEXTURE OF THE STONE BEING REPAIRED. THE FINISH COAT SHOULD BE FORMULATED AS FOLLOWS: FINISH COAT: EXISTING FLOOR FRAMING SEE FRAMING PLANS 1 PART WHITE PORTLAND CEMENT 1 PART TYPE S LIME 2-3 PARTS SAND 15b STAIR HER CLOSET ELEVATOR 3-4 PARTS CRUSHED STONE S-301 305 E-301 DRY PIGMENTS MIX WITH WATER

T.O. 2nd Level

(E) 3x10s @ 16" O.C.

C. SCRATCH COAT: THE FIRST SCRATCH COAT SHOULD BE PRESSED INTO THE SLURRY COAT WHILE THE SLURRY COAT IS STILL MOIST. STAIR ELEVATOR A KEY FOR FOLLOWING COATS. NO COAT SHOULD EACH SCRATCH COAT SHOULD BEBEDROOM SCORED BEFORE INITIAL DRYING TO PROVIDE S-401 407 EXCEED 3/8 INCH IN THICKNESS. ABOUT 2 TO 4 HOURS SHOULD BE ALLOWEDE-401 BETWEEN APPLICATIONS OF SCRATCH COATS. SCRATCH COATS CONSIST OF MATERIAL IN THE FOLLOWING MIX BY VOLUME: SCRATCH COAT: 1 PART WHITE PORTLAND CEMENT 1 PART TYPE S LIME 20R @ 6.9 10.5"T - 1"N 6 PARTS SAND MIX WITH WATER

T.O. 3rd Level

BEDROOM 501

22R @ 7.25" 10.5"T - 1"N

B. SLURRY COAT: APPLY A THIN SLURRY COAT WITH A BRUSH AND RUB VIGOROUSLY INTO THE SURFACE. THE SLURRY COAT CONSISTS OF MATERIAL IN THE FOLLOWING MIX BY VOLUME: SLURRY COAT: 1 PART WHITE PORTLAND CEMENT 2 PARTS TYPE S LIME EXISTING FLOOR FRAMING 6 PARTS SAND SEE FRAMING PLANS MIX WITH WATER

46' - 9 1/2" AFRE

CLOSET 502

STAIR S-501

506 3) APPLICATION OF PATCHING MATERIAL: PROPER APPLICATION OF PATCHING MATERIAL INVOLVES SEVERAL STEPS: E-501 A. SURFACE WASHING: WASH THE PREPARED SURFACE WITH WATER AND A SOFT BRUSH.

EXISTING BRICK TO BE REPOINTED, TYP.

T.O. 4th Level

9' - 4" AFRE

4th Level Ceiling Height

1) PREPARATION OF THE SURFACE: CUT BACK ALL DETERIORATED SURFACES TO BE REPAIRED TO A SOUND BASE WITH A TOOTHED CHISEL TO REMOVE ALL LOOSE STONE AND PROVIDE A ROUGH SURFACE.

2 1

FRONT ELEVATION BUILDING SECTION

(EXISTING CONDITIONS: 2011)

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

FRONT ELEVATION

PROJECT:

42 West 71st Street

DATE:

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

August 27th, 2012 DR

DRAWING TITLE:

Bldg. Section

DRAWING NUMBER:

A-311.00 © DIRK DENISON ARCHITECTS 2012

PLAN N 4

3 2

12'-0"

19'-6 5/8"

AFRE

A 502.02

A 502.03

D31

D31 9

A 502.02

ALIGN

207A

205A

2'-0"

208A

A 502.02

5'-10 1/4" A 502.02

C81 A 502.01

POWDER 204

D31

A-312.00

3 12

LIBRARY 203

A 13 502.01

1 A-301.00

ELEVATOR E-001

TERRACE

7'-2 3/8"

13b

EXST.

204A

206A

D31

9' - 4"

EXIST

A-311.00

AFRE

A 502.01

D31

9' - 4" EXIST VESTIBULE 201 07

A 502.01

J21

AFRE

ELEVATOR DT

PARTITIONS:

EXIST 08

FOYER 202

CONTENT LOC

DOOR/WDW SCHEDULE:

D31

EXIST

6'-0 3/8" MIN.

ALL WORK MU LAID OUT BY T CONSTRUCTIO MUST BE REC ARCHITECT PR

STAIR DETAIL

EXIST

201A

STAIR S-201

LAYOUT OF TH ALIGNMENTS AS WELL AS P DUE TO FIELD COORDINATIO

13c

RAILING

A-311.00

New Kitchen

201B

A 502.02

15'-4 5/8"

REVISED 2012/05/14

202A

12b

9'-8"

D31

BUTLER'S PANTRY 205 205B

6'-7 7/8"

12a

3'-2"

D31

MINI REF

6X12 T. EXH.

AFRE

206B

9' - 4"

4'-11 1/2" MIN.

PORCH 207

11c

A-302.00

D31

9' - 4"

D31

SCOPE ENTAI THE ENTIRE T FAMILY DWEL MECHANICAL, AND STRUCTU

21'-8 1/8" 4'-6 3/4"

EXIST.

11b 1

REVISED 2012/07/10

DIMENSIONS: DO NOT SCAL

7'-3 7/8"

5'-0"

A 502.03

18'-0 5/8"

C41 J20

D31

11a

5'-8 3/8"

3'-6" MIN. 2'-10 1/4"

2 2011/11/29

1 A-312.00

2011/11/29

1'-0" 3 3/4"

+/- 2'-1"

D31

7 1/4"

C81

11'-1"

4'-11 1/2"MIN.

J20 6'-2 7/8" C41

PARTIT

8' - 7 1/4" AFRE

PARTITIONS:

ALL NEW PAR C41 UNLESS O +/- 14'-2 5/8"

REVISED 2012/05/14

4'-0 1/4"

5'-4 5/8" 3 3/4"

2'-10 1/4"

15'-2 3/8"

5'-2 3/4"

HOLD: DIMENSIONS ARE BASED ON SHAFT CONSTRUCTION SEE ENLARGED ELEVATOR PLAN ON SHEET A-711.00

1 A-711.00

15'-7 3/8"

ALIGN WALL WITH FLOORS BELOW

A-701.00

ALIGN WALL WITH FLOORS ABOVE

Main Level Plan

1/4" = 1' - 0"

SYMBO

* SEE G-003.00

PARTITIONS A

MICRO WINE WAVE REF

A 501.01

108A

9b - 0' - 6" BFRE

A 501.02

ALIGN

0' - 0"

ELEVATOR E-001

FRE

A 501.01

106A

J21

D31

Raised Built-in Planter Box

5'-4 5/8" 3 3/4" 2

HOLD: DIMENSIONS ARE BASED ON SHAFT CONSTRUCTION SEE ENLARGED ELEVATOR PLAN ON SHEET A-711.00

12'-0"

19'-6 5/8" 7 1/4" 3'-0"

D31 +2" +2" D31

D81

5'-0"

STORAGE

5'-8 1/2"

D41 +4"

2'-5 5/8" 1'-11"

006A

A-501.01

1 A-301.00

0' - 0" FRE

MUD ROOM 102

A 501.01

D31

D31 04

0' - 0"

D31

13'-4 3/4"

1'-6 1/8"

7'-7 1/8"

A-701.00

REVISED 2012/05/14

BFRE

101A

AIR INTAKE LOCATED ABOVE DOOR IN GATED VESTIBULE - NOT VISIBLE FROM STREET OR LOWER ENTRY

1/4" = 1' - 0"

1 21'-8 1/8"

2011/11/29

John K. Zacherle D41 +4"

8 3/4"

2 3/4"

11'-8"

D31

STORAGE

6 1/8"

8'-3 1/4"

REV. #2

1 A-311.00 19 2012/03/26

OPENING FOR COMPUSTION AIR INTAKE, CENTER ON STORAGE ROOM (001) BELOW

12'-6 3/4"

2 18'-0 5/8"

MIN.

D31

Ground Level Plan

2-HOUR RATE

2'-0"

- 0' - 6"

102A

FRE

1b ALIGN WALL WITH FLOORS BELOW, TYP.

102B

INFILL EXISTIN

STORAGE 101

D31

3 5'-8 3/8" 2

3'-1 3/4"

2011/11/29

A-711.00

5'-4 5/8"

TAG

STAIR S-101 DN

REVISED 2012/05/14

J21

4'-0"

A 501.02

10b

Permeable Wood Deck

DINING ROOM 103

POWDER ROOM 104

10a

A-311.00

NEW WALL AN DOOR

104A

REF

6'-7"

Permeable Wood Deck

FAMILY ROOM 107

A 1 501.02

A 501.01

REF

3'-0"

1 A-312.00

REVISED 43 2013/01/15

D31

A-302.00

D31 10

KITCHEN 106

A 501.02

16'-9"

OVEN +WD

D31

REVISED 2012/05/14

MIN.

A 501.02

6X12 T. EXH.

D31

5'-2"

BREAKFAST ROOM 108

REVISED 2012/07/10

1'-9 1/2" 2'-11 5/8"

D31

21'-8 1/8" 2

2'-0"

D31

18'-0 5/8"

6'-6 3/4"

+/- 11'-3 3/4"

D31

A-312.00

5'-8 3/8" CL FIRE PLACE

11'-8 1/8"

1'-11 1/4"

D31 1

1'-0" 3 3/4"

11 1/2"

19'-6 5/8" 7 1/4"

EXISTING WAL DOOR TO REM

3'-0"

12'-0" 3 3/4"

Raised Built-in Planter Box

2011/11/29

5'-8 1/4"

HOLD

NEW WINDOW

Restored Entry Room

Restored Historic Wood Paneling

Living Room

Enclosed Porch

P 3 2

12'-0"

19'-6 5/8"

206B

9' - 4" AFRE

A 502.02

A 502.03

D31

D31 9

A 502.02

ALIGN

207A

205A

05 A 502.02

5'-10 1/4" A 502.02

C81 09

POWDER 204

A 502.01

D31

A-312.00

3 12

LIBRARY 203

A 13 502.01

1 A-301.00

STAIR S-201 ELEVATOR E-001

TERRACE

7'-2 3/8"

13b

EXST.

204A

206A

D31

9' - 4"

FOYER 202

A 502.01

EXIST

9' - 4" EXIST

A-311.00

AFRE

VESTIBULE 201 07 01

D31

J21

AFRE

D S

D31

EXIST

6'-0 3/8" MIN.

A L C M A

13c

RAILING

A-311.00

L A A D C

EXIST

A 502.01

201A

A 502.02

201B

12b

9'-8"

D31

3 2

208A

6'-7 7/8"

12a

3'-2"

D31

MINI REF

BUTLER'S PANTRY 205 205B

15'-4 5/8"

REVISED 2012/05/14

202A

11c

A-302.00

AFRE

6X12 T. EXH.

PORCH 207

D31

9' - 4"

D31

S T F M A

21'-8 1/8" 4'-6 3/4"

2'-0"

D31

REVISED 2012/07/10

EXIST.

11b 1

D D

7'-3 7/8"

5'-0"

A 502.03

18'-0 5/8"

4'-11 1/2" MIN.

11a

5'-8 3/8"

C41 J20

2 2011/11/29

1 A-312.00

2011/11/29

1'-0" 3 3/4"

+/- 2'-1"

D31

7 1/4"

C81

11'-1"

4'-11 1/2"MIN.

J20 6'-2 7/8" C41

3'-6" MIN. 2'-10 1/4"

8' - 7 1/4" AFRE

A C +/- 14'-2 5/8"

REVISED 2012/05/14

4'-0 1/4"

5'-4 5/8" 3 3/4"

2'-10 1/4"

15'-2 3/8"

HOLD: DIMENSIONS ARE BASED ON SHAFT CONSTRUCTION SEE ENLARGED ELEVATOR PLAN ON SHEET A-711.00

1 A-711.00

15'-7 3/8"

5'-2 3/4"

1c ALIGN WALL WITH FLOORS BELOW

A-701.00

ALIGN WALL WITH FLOORS ABOVE

Main Level Plan

1/4" = 1' - 0"

3 2

12'-0"

D31 1

7 1/4"

1'-0" 3 3/4"

D31 D31

11'-8 1/8"

1'-11 1/4"

3 3/4"

Raised Built-in Planter Box

19'-6 5/8"

CL FIRE PLACE

D31

2011/11/29

5'-8 3/8"

18'-0 5/8"

21'-8 1/8" 2

6'-6 3/4"

REVISED 2012/07/10

1'-9 1/2" 2'-11 5/8"

OVEN +WD

REVISED 2012/05/14

16'-9"

D31

1 A-312.00

Lincoln Park Residence Dirk Dension Architects

Single Family Residence Chicago, IL 2015 [ Unbuilt ] -6,000 sqf. -4 Floors + Roof Deck -Timber, Steel & Masonry Construction -Concrete & Wood Siding Chicago, IL

John K. Zacherle

Lincoln Park Residence

14 11

Thrid Floor Plan

13 09

10 10

Second Floor Plan NORTH

06 01

2nd Level Floor Plan Scale: 1/4" = 1'-0"

First Floor Plan NORTH

01 - Entry 02 - Living Room 03 - Dining Room 04 - Kitchen 05 - Breakfast Room 06 - Garden Ivan- Yee / Candace Hottman Residence 07 Garage 2141 North Dayton Street 08 - Corridor Chicago, Illinois 60614 09 - Sitting Room 10 - Bedroom 11 - Bathroom 12 - Closet 13 - Laundry 14 - Office 15 - Roof Terrace

DIRK DENISON ARCHITECTS

John K. Zacherle

DIRK DENISON

1123 West Was Chicago Illinoi 3 1 2 . 4 5 5 . 1 3 3 1 2 . 4 5 5 . 1 2

1st Level Floor Plan Scale: 1/4" = 1'-0"

Lincoln Park Residence

Skarbeck Residence Dirk Denison Architects

Single Family Residence Chicago, IL 2013 - Present [Under Construction] -5,000 sqf. -4 Floor Levels -Masonry & Wood Construction -Metal & Stone Exterior Chicago, IL

John K. Zacherle

12 05

12 14

Third Floor Plan

12 08

Second Floor Plan

04 06 01

First Floor Plan

01 - Entry 02 - Living Room 03 - Dining Room 04 - Kitchen 05 - Powder Room 06 - Mudroom 07 - Garage 08 - Corridor 09 - Bedroom 10 - Bathroom 11 - Laundry Room 12 - Roof Terrace 13 - Recreation Room 14 - Mechanical Room

California Residence Dirk Dension Architects

Single Family Residence Newport Beach, CA 2011 [ Unbuilt ] -4,500 sqf. -3 Floors + Roof Deck -Timber & Steel Construction -Wood Siding Scheme: A

Newport Beach, CA

Scheme: B

Roof Diagram

Study Models 40

Scheme: C [Final]

Final Scheme John K. Zacherle

Main Level

2nd Level

Roof Level

California Residence

John K. Zacherle

Route 99 Greenstop Beth & John Zacherle Highway Rest Stop Route-99 California 2006 [Unbuilt] -Single Floor -Timber Construction -Wood Siding

Route-99, CA

Route 99â&#x20AC;&#x2122;s Greenstop seek to bring sustainability in concept and practice to transit through the San Joaquin Valley. With the guidelines of the LEED program, this new rest stop reconsiders every aspect of travel and personal convenience to create a space of removal from the highway that is self sustaining, educational, and a model for future rest stops and convenience buildings across the nation. The site, located just outside Tulare County, will be rehabilitated, renewed, and improved with the Greenstop proposal. Roughly 80 to 90% of the existing circulation through the site and existing matured vegetation are reused. The buildings will be relocated to the center of the site, providing safer access for all users. The orientation of the buildings is used to discretely separate the truck parking from the car parking, as well as maximize exposure to natural breezes and minimize direct exposure from the sun.

Route-99, CA

Greenscape New Permeable Paving General Traffic Car Circulation Truck Circulation Photovoltaic Panel / Sunshade

N O R T H

John K. Zacherle

Concept Sketches

New pavement to be added to the site is porous, reducing rainwater runoff and heat island effect. Existing vegetation at the proposed building locations will be relocated. New vegetation will be placed throughout to develop the site spatially, restore habitat, and promote biodiversity, and all new vegetation will be region friendly to reduce maintenance costs and water consumption. Alternative refueling stations and preferred parking will be provided to support and encourage green transit.

Existing storm water management, well water systems, and sewage ponds will be used, rehabilitated, and supplemented as necessary. Potential additional water sources include rainwater harvesting from the building roofs as well as the natural spring that runs adjacent to the site. A gray water system will be installed to reduce potable water consumption and low flow/waterless fixtures are installed to reduce overall water consumption.

In order to heat and cool the building, a geothermal system will be placed below the new buildings to minimize use of other energy sources. This is especially practical with the low number of heating/cooling days in the year.

05 western breezes

12 ch

M ar

july , 12 am

12 ch

july , 12 am

M ar

am 12 ch M ar

july , 12 am

01 - Grey Water Collection 02 - Double-Layer Facade 03 - Offices 04 - Men’s Restroom 05 - Phone & Vending Machines 06 - Women’s Restroom 07 - Permeable Boardwalk 08 - Geothermal Heating Loop

Energy is provided to the site from multiple renewable sources. Solar panels will be placed sporadically throughout the site, integrated with trash and recycling receptacles and refueling stations, to gather energy and shade picnic and parking areas. While solar panels will provide most of the energy necessary, wind turbines will be located at the off ramp into the site to provide an additional energy source as well as a landmark. Travelers would begin to associate the icon and “green” aspect of the turbine with the rest stops and their progress towards green transit.

RE-CYCLE car parking with photovoltaic car parking sunshade with photovoltaic sunshade

Parking Shade with integrated PV Panel

John K. Zacherle

public picnic tables with public photovoltaic picnic sunshade tables with photovo

Picnic Shade with integrated PV Panel

April 21, 12pm fluorescent light fixtures minimize energy consumption

roof overhang designed to shade summer sun and admit winter sun to control heat gain

white metal, high albedo roof to lower solar energy absorption and decrease heat transfer into building

April 21, 3pm

double glazing with low-e glass to reduce heat transmittance

sensor operated automatic hand dryer to reduce energy consumption

solar powered, sensor operated automatic faucet to reduce water and energy consumption

open to beyond

recycled content materials floor: cork rubber tiles counters: recycled glass counters

double skin facade for natural cooling 2x6 wall for extra insulation

radiant heat flooring supplied by geothermally heated water to reduce energy consumption

Restroom Interior white metal, high albedo roof to lower solar energy absorption and decrease heat transfer into building

April 21, 12pm

roof overhang designed to shade summer sun and admit winter sun to control heat gain

fluorescent light fixtures minimize energy consumption certified and locally harvested redwood and douglas fir timber construction

double glazing with low-e glass to reduce heat transmittance

April 21, 3pm

western breeze cross ventilation double skin facade made from reclaimed redwood siding for natural cooling

2x6 wall for extra insulation

The Greenstop buildings will be constructed of a double layer wall system to help cool and insulate them well. Also, operable windows allow cross ventilation cooling during the appropriate months and create a more pleasant indoor environment. The double wall layer allows a unique opportunity to vary the materials used from site to site. Each set of buildings can be clad in a different sustainable material, keeping the dimensions and window locations the same for ease of production, this could include zinc panels and certified wood panels.

radiant heat flooring supplied by geothermally heated water to reduce energy consumption

JKZ

John K. Zacherle

1927 N. Milwaukee Ave. Unit: 404 Chicago, IL 60647 jzacherle@gmail.com 1 (312) 543-0005 online @ jkzdesign.blogspot.com 48

John K. Zacherle