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Mings I 1 JOSH MINGS AIA

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Page 1: JOSH MINGSjoshuamings.com/newsite/files/Josh_Mings_Portfolio.pdf · Programmatic Exploded Axon. ... McCRORY SENIOR APARTMENTS Chicago, IL - Under Construction - Project Architect

Mings I 1

JOSH MINGSAIA

Page 2: JOSH MINGSjoshuamings.com/newsite/files/Josh_Mings_Portfolio.pdf · Programmatic Exploded Axon. ... McCRORY SENIOR APARTMENTS Chicago, IL - Under Construction - Project Architect

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WHY AM I ANARCHITECT?Born in Columbus, Indiana and close to a creative Mother and analytical Grandfather who both encouraged my interests, I joke that I had no other choice but to be an architect. The truth is, it is all I ever wanted to be. I was surrounded by buildings designed by the Saarinens, Roche and Dinkeloo, etc… I learned from the civic buildings as I experienced them, shaping my views on architecture. Each building is the architect giving something of themselves to the community. My desire as an architect is to pay the gifts I received growing up in Columbus forward through my work utilizing the following values:

PRAGMATISM AND POETRYArchitecture should be both pragmatic and poetic, allowing the function and spectacular to come together creating a building that conveys meaning. Without this meaning, architecture has no structure and cannot speak.

TOTAL ENVIRONMENT Architecture should be site relative connecting to both history and context, creating a dialogue and connection with the environment in which it is constructed.

INCLUSIVENESSArchitecture should be didactic in its construction and speak to its materiality, allowing one to read the various layers of the building to create their own story.

OPTIMISMArchitecture should always push itself forward into an uncertain future, creating a work of lasting value not only for the present, but for future generations.

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Page 3: JOSH MINGSjoshuamings.com/newsite/files/Josh_Mings_Portfolio.pdf · Programmatic Exploded Axon. ... McCRORY SENIOR APARTMENTS Chicago, IL - Under Construction - Project Architect

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PRAISEWORTHYCOMPETITIONColumbus, IN - Unbuilt - Master’s Thesis

Twentieth-century philosophy was driven by either/or: Modernism with the abstract and pragmatic, Postmodernism with the material and poetic. Either/or is no longer sufficient. Architecture necessitates a both/and condition, bringing together the abstract and material, the pragmatic and poetic, and the object and field into a cohesive whole creating dialogue with context and disseminating meaning. In Columbus, Indiana this both/and proposition exists through the patronage of J. Irwin Miller. It is a belief that architecture “reflects what a city thinks about itself and what it aims to be”. Columbus’ Modernism responds to previous generations, bringing together pragmatic and poetic. This thesis aspires to create an architecture depository, a record of Columbus’ material history. In combining Eero Saarinen’s Irwin Union Bank with a pragmatic-poetic addition, the project engages in praiseworthy competition with it’s architectural ancestors.

AWARDS2012 Outstanding Thesis Award, Tulane UniversityThesis Commendation, Exhibited in Ogden 8 Exhibition, 2012

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“A good life is one led in praiseworthy competition with one’s ancestors. The best response to the gifts we receive from previous generations is to create something of lasting value in our own time and in our own way for future generations.” — J. Irwin Miller

Page 4: JOSH MINGSjoshuamings.com/newsite/files/Josh_Mings_Portfolio.pdf · Programmatic Exploded Axon. ... McCRORY SENIOR APARTMENTS Chicago, IL - Under Construction - Project Architect

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MATERIALPRODUCTTRADENAMEMODELNUMBER

WASHINGTON STJACKSON ST

4

5

3

2

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ROCHE ADDITION AND SAARINEN OFFICE BLOCK NOT INCLUDED

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Architectural GPS provides information of buidings that shape voids

Longitudinal Section - Saarinen’s void turns vertical

14

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Ground Floor - Interaction between Saarinen, Kiley, and the new tower

Exhibit Level - Views out to architectural landmarks shape voids

Page 5: JOSH MINGSjoshuamings.com/newsite/files/Josh_Mings_Portfolio.pdf · Programmatic Exploded Axon. ... McCRORY SENIOR APARTMENTS Chicago, IL - Under Construction - Project Architect

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LEADERSHIP/TEACHING/VOLUNTEERINGFor the last few years, the idea of giving back - be it through volunteering, teaching/mentoring, leadership, etc… has been a passion of mine. In many ways it aligns with my personal values. I grew up in a poor family and saw my mother and stepdad work hard and sacrifice to give myself and my siblings opportunities they didn’t have. I didn’t get to where I am today without some help, and now it is my turn to give back.

LEADERSHIPCo-Chair, AIA Chicago Design Knowledge Community

Selected for AIA Chicago Bridge 5.0 Leadership/Mentorship program, 2014

Former Co-Director of Fundraising, Open Architecture Collaborative - Chicago Chapter

TEACHING/MENTORSHIPSpoke at PechaKucha Nights Vols. 33 and 40

Have given tours of projects for both the AIA Chicago Community Interface Committee and Chicago Rehab Network

Panelist on a Black Spectacles ARE Live podcast discussing How to Pass the ARE

Volunteered as a Juror for CAF Newhouse and Discover Design competitions on multiple occasions.

Panelist for SAIC Portfolio Roundtable Dec. 2016

VOLUNTEERINGRebuilding Together Metro Chicago Build Days with both AIA Chicago and Open Architecture Collaborative

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Photos (clockwise from top left): Meghan Dyer AIA, Peter Exley FAIA, AIA Chicago Community Interface Committee, Peter Exley FAIA

Page 6: JOSH MINGSjoshuamings.com/newsite/files/Josh_Mings_Portfolio.pdf · Programmatic Exploded Axon. ... McCRORY SENIOR APARTMENTS Chicago, IL - Under Construction - Project Architect

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THE ART OF ARCHITECTUREWith pragmatism often overwhelming the poetic working on affordable housing, a couple of years ago I turned to painting as a way to express myself and my views on architecture. Drawing inspiration from buildings I have been to that greatly inspired me, the task becomes translating their poetry onto canvas - challenging my creativity and forcing me to be painterly and poetic. From the northern parts of Norway to my hometown, each painting displays the poetry of each building and focusing on aspects of each project that inspire me.

Hamsun’s Home (Steven Holl’s Hamsunsenteret)

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Page 7: JOSH MINGSjoshuamings.com/newsite/files/Josh_Mings_Portfolio.pdf · Programmatic Exploded Axon. ... McCRORY SENIOR APARTMENTS Chicago, IL - Under Construction - Project Architect

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Through the Arch (Eliel Saarinen’s First Christian Church / Henry Moore’s Large Arch)

Lofoten Landscape (Snohetta’s Eggum)

Down the Aisle (Eero Saarinen’s North Christian Church)

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Solvorn, Norway

Page 8: JOSH MINGSjoshuamings.com/newsite/files/Josh_Mings_Portfolio.pdf · Programmatic Exploded Axon. ... McCRORY SENIOR APARTMENTS Chicago, IL - Under Construction - Project Architect

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DORCHESTER ART + HOUSING COLLABORATIVEChicago, IL - Completed 2014 - Staff Architect / CALandon Bone Baker Architects

Dorchester Art + Housing Collaborative is a re-envisioning of the former CHA Dante Harper townhomes, which had fallen into a state of disrepair. The five building renovation revived 32 mixed-income rental units composed of 2-3 bedroom units and added a new Art Center in the center of development programmed by the Rebuild Foundation. The Art Center creates an open and inviting space for programming, creating and displaying art, and creates a connection to the neighborhood. Finished in 2014, I was involved as Staff Architect for a year during construction administration, assisted with design and finish selections, and created presentation drawings.

AWARDS2016 AIA Chicago Distinguished Building Award2016 AIA / HUD Secretary Award for Creating Community Connection2016 Richard H. Driehaus Foundation 2nd Place Award for Architectural Excellence in Community Design, CNDA2016 Illinois American Society of Landscape Architects Merit Award2015 Richard H. Driehaus Foundation Preservation Award for Project of the Year, Landmarks Illinois2015 Urban Land Institute Vision Award Winner

Photo: Barry Rustin

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PROJECT INFOClient: Brinshore Development and Rebuild FoundationSize: 5 buildings, 32 units totalGreen: Enterprise Green Communities Energy Star for Homes

Page 9: JOSH MINGSjoshuamings.com/newsite/files/Josh_Mings_Portfolio.pdf · Programmatic Exploded Axon. ... McCRORY SENIOR APARTMENTS Chicago, IL - Under Construction - Project Architect

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SELECTIVE DEMORENOVATING AND MODIFYING EXISTING CHA DANTE HARPERHOUSING ALLOWS FOR A NEW COMMUNITY AMENITY WHILESTABILIZING THE EXISTING NEIGHBORHOOD FABRIC

COMMUNITY ART CENTER/PORCHART, WOOD, AND TECH SHOPS OPEN UPTOWARDS THE COMMUNITY WHILE GALLERYSPACE DRAWS IN ARTISTS AND COMMUNITYBEYOND.

Photo: Barry Rustin

NEED:Unit picture?Another exterior?

Photo: Barry Rustin

Mings I 17

Programmatic Exploded Axon

Page 10: JOSH MINGSjoshuamings.com/newsite/files/Josh_Mings_Portfolio.pdf · Programmatic Exploded Axon. ... McCRORY SENIOR APARTMENTS Chicago, IL - Under Construction - Project Architect

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McCRORY SENIOR APARTMENTSChicago, IL - Under Construction - Project ArchitectLandon Bone Baker Architects

A new construction, 62 unit five-story affordable senior housing building in West Town, McCrory Senior Apartments is taking cues from the historical housing stock and the First Baptist Congregational Church building to weave a new modern building into the historical context of the neighborhood. Norman brick, cast stone, and bays all recall this historical context, and the two-story entry will include a mural inspired by the stained glass of the church. I have worked on this project since mid-2015, and currently serve as the Project Architect responsible for design and construction documentation, coordination, and leading junior staff during construction administration.

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PROJECT INFOClient: Brinshore Development and First Baptist Congregational ChurchSize: 5 story, 62,000 SFUnits: 62 composed of 48 1 Bedroom and 14 2 Bedroom UnitsGreen: Energy Star for Mid-Rise Multifamily HousingCompletion: To be Completed in 2018

Page 11: JOSH MINGSjoshuamings.com/newsite/files/Josh_Mings_Portfolio.pdf · Programmatic Exploded Axon. ... McCRORY SENIOR APARTMENTS Chicago, IL - Under Construction - Project Architect

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Details

McCrory SeniorApartments

1659 W Washington Blvd

Chicago IL 60612

1415

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I HEREBY CERTIFY THAT THESE PLANS WERE PREPAREDUNDER MY SUPERVISION AND THAT THEY COMPLY, TO THEBEST OF MY KNOWLEDGE, WITH ALL THE BUILDING CODESAND ORDINANCES OF THE CITY OF CHICAGO, IL.

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ROOF SYSTEMW/ SRI OF 78 OR GREATER

RUBBERIZED FLASHING FULLY OVER BLOCKINGAND ROOFING

WRAP ROOFING OVER PARAPETAND 6" DOWN EXT.FACE OF PARAPET

CONT. INTERIOR PERIMETER SEALANT. COLORBY ARCHITECT

PTD. 5/8" TYPE X GYP. BD.

MTL CORNERBEAD

SEALANT AND BACKER ROD

WINDOW, SEE WINDOW SCHEDULE

SST DRIP W/ HEMMED EDGE. EXTEND MIN. 2"BEYOND ROUGH OPENING, TYP.

2X TREATED WD BUCK, TYP.

LT. GA. MTL BOX HEADER PER SCHEDULE.SEE STRUCTURAL

CONT. SEALANT AND BACKER ROD @JOINT, TYP

BACKER ROD AND SEALANT, TYP

SELF ADHESIVE RUBBERIZED HEAD FLASHING. EXTEND UNDER AIR VAPOR

BARRIER MIN. 4". LAP RUBBERIZEDFLASHING OVER DRIP EDGE.

CONT. AIR INFILTRATION BARRIER

MIN. R-21 SPRAY FOAM INSULATION

CONT. ALL LAYERS OF GYP BD TOUNDERSIDE OF PRECAST PLANK.

CONT. SEALANT @ JOINT, TYP.

W SHAPE STRUCTURAL STL W/SPRAY ON FIREPROOFING. SEE

STRUCTURAL AND ASSEMBLIES.

8" PRECAST HOLLOW CORE PLANK

MTL CORNERBEAD

1 5/8" LT GA MTL STUDS

PTD. 5/8" TYPE X GYP. BD.

CONT. SEALANT ANDBACKER ROD @JOINT, TYP.

5/4"x7 1/4" PREFINISHEDFIBER CEMENT TRIM. COLOR

TO BE SELECTED BY ARCH.

2X TREATED WD BLOCKING

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FOR LOCATIONS

SELF-ADHESIVE SHEET VAPOR RETARDER.WRAP OVER PARAPET WALL

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PRE-FINISHED MTL COPING AND RECEIVER.SEAL W/ ELASTOMERIC SEALANT. COLOR BY

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SELF ADHESIVE RUBBERIZEDHEAD FLASHING. EXTEND UNDER AIR VAPORBARRIER MIN. 4". LAP RUBBERIZEDFLASHING OVER DRIP EDGE.

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CONT. ALL LAYERS OF GYP BD TOUNDERSIDE OF PRECAST PLANK.CONT. SEALANT @ JOINT, TYP.

W SHAPE STRUCTURAL STL W/SPRAY ON FIREPROOFING. SEESTRUCTURAL AND ASSEMBLIES.

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4" CAST STONE SILL/TRIM W/ 1/2" X 1/2" DRIPKERF. SLOPE PROTUDING TOP FACE TOPROVIDE POSITIVE DRAINAGE. COLOR TOBE DETERMINED BY ARCHITECT.

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RUBBERIZED FLASHING FULLY OVER BLOCKINGAND ROOFING

CONT. INTERIOR PERIMETER SEALANT. COLORBY ARCHITECT 2X TREATED WD BLOCKING

8" CAST STONE TRIM W/ 1/2" X 1/2" DRIPKERF. COLOR TOBE DETERMINED BY ARCHITECT.

12" HIGH, 1" THICK CONT. MORTAR NET

SELF-ADHESIVE SHEET VAPOR RETARDERWRAP OVER PARAPET WALLUNDER BLOCKING

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PRE-FINISHED MTL COPING AND RECEIVER.SEAL W/ ELASTOMERIC SEALANT. COLOR BYARCHITECT.

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W SHAPE STRUCTURAL STL W/SPRAY ON FIREPROOFING. SEESTRUCTURAL AND ASSEMBLIES.

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4" CAST STONE SILL/TRIM W/ 1/2" X 1/2" DRIPKERF. SLOPE PROTUDING TOP FACE TOPROVIDE POSITIVE DRAINAGE. COLOR TOBE DETERMINED BY ARCHITECT.

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8" CAST STONE TRIM W/ 1/2" X 1/2" DRIPKERF. COLOR TOBE DETERMINED BY ARCHITECT.

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4" CAST STONE SILL/TRIM W/1/2" X 1/2" DRIP KERF. SLOPE

PROTUDING TOP FACE TOPROVIDE POSITIVE DRAINAGE.

COLOR TO BE DETERMINEDBY ARCHITECT.

2X TREATED WD BLOCKING

8" CAST STONE TRIM W/1/2" X 1/2" DRIP KERF. COLOR TOBE DETERMINED BY ARCHITECT.

3/8" STL BENT PLATE.SEE STRUCTURAL

PTD. 5/8" TYPE X GYP. BD.

3/8" STL BENT PLATE. SEE STRUCTURAL

PRE-FINISHED MTL COPING AND RECEIVER.SEAL W/ ELASTOMERIC SEALANT. COLOR BYARCHITECT.

RUBBERIZED FLASHING FULLY OVER BLOCKINGAND ROOFING

CONT. INTERIOR PERIMETER SEALANT. COLORBY ARCHITECT

EXTEND BASE FLASHING UNDER COUNTERFLASHING PER MANUFACTURER'SRECOMMENDATIONS. PROVIDE CONTINUOUSASPHALT PRIMER BEHIND BASE FLASHING

LT GA MTL FRAMING ROOFKICKER W/ 1 LAYER 5/8" EXT

GRADE PLYWOOD SHEATHING. SEESTRUCTURAL

ROOF SYSTEMW/ SRI OF 78 OR GREATER

MIN R-52 RIGID INSUL

PRE-FINISHED MTL COPING ANDRECEIVER. SEAL W/ ELASTOMERIC

SEALANT. COLOR BY ARCHITECT.

EXTEND BASE FLASHING UNDERCOUNTER FLASHING PER

MANUFACTURER'S RECOMMENDATIONS.PROVIDE CONTINUOUS ASPHALT PRIMER

BEHIND BASE FLASHING

RUBBERIZED FLASHING FULLYOVER BLOCKING AND ROOFING

CONT. INTERIOR PERIMETER SEALANT.COLOR BY ARCHITECT

SELF-ADHESIVE SHEET VAPORRETARDER WRAP OVER PARAPET

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CONT. 4" CANT STRIP

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T.O. PARAPET+53'-4"

T.O. ROOF PLANK+50'-4"

3'-0

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CONT. AIR INFILTRATION BARRIER

MIN. R-21 SPRAY FOAM INSULATION

CONT. ALL LAYERS OF GYP BD TOUNDERSIDE OF PRECAST PLANK.CONT. SEALANT @ JOINT, TYP.

W SHAPE STRUCTURAL STL W/SPRAY ON FIREPROOFING. SEESTRUCTURAL AND ASSEMBLIES.

8" PRECAST HOLLOW CORE PLANK

WRAP ROOFING OVER PARAPETAND 6" DOWN EXT.FACE OF PARAPET

4" CAST STONE SILL/TRIM W/ 1/2" X 1/2"DRIP KERF. SLOPE PROTUDING TOPFACE TO PROVIDE POSITIVE DRAINAGE.COLOR TO BE DETERMINED BYARCHITECT.

2X TREATED WD BLOCKING

8" CAST STONE TRIM W/ 1/2" X 1/2" DRIPKERF. COLOR TOBE DETERMINED BY ARCHITECT.

PTD. 5/8" TYPE X GYP. BD.

MTL CORNERBEAD

CONT. SEALANT AND BACKER ROD @JOINT, TYP

1 5/8" LT GA MTL STUDS

PRE-FINISHED MTL COPING ANDRECEIVER. SEAL W/ ELASTOMERIC

SEALANT. COLOR BY ARCHITECT.

EXTEND BASE FLASHING UNDERCOUNTER FLASHING PER

MANUFACTURER'S RECOMMENDATIONS.PROVIDE CONTINUOUS ASPHALT PRIMER

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ROOF SYSTEMW/ SRI OF 78 OR GREATER

MIN R-52 RIGID INSUL

RUBBERIZED FLASHING FULLYOVER BLOCKING AND ROOFING

CONT. INTERIOR PERIMETER SEALANT.COLOR BY ARCHITECT

SELF-ADHESIVE SHEET VAPOR RETARDER.WRAP OVER PARAPET WALLUNDER BLOCKING

CONT. 4" CANT STRIP

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T.O. PARAPET+53'-4"

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CONT. AIR INFILTRATION BARRIER

MIN. R-21 SPRAY FOAM INSULATION

CONT. ALL LAYERS OF GYP BD TOUNDERSIDE OF PRECAST PLANK.CONT. SEALANT @ JOINT, TYP.

W SHAPE STRUCTURAL STL W/SPRAY ON FIREPROOFING. SEESTRUCTURAL AND ASSEMBLIES.

8" PRECAST HOLLOW CORE PLANK

WRAP ROOFING OVER PARAPETAND 6" DOWN EXT.FACE OF PARAPET

4" CAST STONE SILL/TRIM W/ 1/2" X 1/2"DRIP KERF. SLOPE PROTUDING TOPFACE TO PROVIDE POSITIVE DRAINAGE.COLOR TO BE DETERMINED BYARCHITECT.

2X TREATED WD BLOCKING

8" CAST STONE TRIM W/ 1/2" X 1/2" DRIPKERF. COLOR TOBE DETERMINED BY ARCHITECT.

PTD. 5/8" TYPE X GYP. BD.

MTL CORNERBEAD

CONT. SEALANT AND BACKER ROD @JOINT, TYP

1 5/8" LT GA MTL STUDS

ROOF SYSTEMW/ SRI OF 78 OR GREATER

MIN R-52 RIGID INSUL

CONT. AIR INFILTRATION BARRIER. WRAP OVERCONT. SST DRIP.

MIN. R-21 SPRAY FOAM INSULATION

12" HIGH, 1" THICK CONT. MORTAR NET

PTD. 5/8" TYPE X GYP. BD.

8" COLD FORMED STEEL JOISTS. SEESTRUCTURAL

CONT. SEALANT AND BACKER ROD @JOINT, TYP

6" COLD FORMED STEEL VERTICAL SLIPCONNECTION. SEE STRUCTURAL.

W SHAPE STRUCTURAL STL W/SPRAY ON FIREPROOFING. SEESTRUCTURAL AND ASSEMBLIES.

8" PRECAST HOLLOW CORE PLANK W/ 2"TOPPING

CONT. HSS STL. SEE STRUCTURAL

STL WT SHAPE @ 24" O.C. SEESTRUCTURAL. SPRAY FOAM INSULATIONTO BE CONT. AROUND STL.

1/2" STL PLATE @ EA. WT SECTION. SEESTRUCTURAL. SPRAY FOAM INSULATIONTO BE CONT. AROUND STL.

1/2" CONT. STL PLATE. SEE STRUCTURAL.

CONT. SEALANT AND BACKER ROD @JOINT, TYP

SEE FINISH SCHEDULE FORSCHEDULED BASE AND FLOOR FINISH

GROUT SOLID BELOW FLASHING

CONT. STL L ANGLE. SEE STRUCTURAL.

CONT. SST DRIP W/ HEMMED EDGE. EXTENDBEYOND FACE OF BRICK.

SELF ADHESIVE RUBBERIZEDHEAD FLASHING. EXTEND UNDER AIR VAPORBARRIER MIN. 4". LAP RUBBERIZEDFLASHING OVER DRIP EDGE.

EXTEND BASE FLASHING UNDER COUNTERFLASHING PER MANUFACTURER'SRECOMMENDATIONS. PROVIDE CONTINUOUSASPHALT PRIMER BEHIND BASE FLASHING

ROOF SYSTEMW/ SRI OF 78 OR GREATER

CONT. 4" CANT STRIP

WRAP ROOFING OVER TOP OF BRICK @FLASHING

WRAP ROOFING OVER PARAPETAND 6" DOWN EXT.FACE OF PARAPET

2X TREATED WD BLOCKING

METAL ALUMINUM COMPOSITE CLADDINGPANELS ON A CONCEALED SUB-GIRT AND

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ROOF SYSTEMW/ SRI OF 78 OR GREATER

MIN R-52 RIGID INSUL

SST DRIP W/ HEMMED EDGE. EXTENDMIN. 2" BEYOND ROUGH OPENING, TYP.

BACKER ROD AND SEALANT, TYP

SELF ADHESIVE RUBBERIZEDHEAD FLASHING. EXTEND UNDERAIR VAPOR BARRIER MIN. 4". LAP

RUBBERIZED FLASHING OVERDRIP EDGE.

CONT. AIR INFILTRATION BARRIER

MIN. R-21 SPRAY FOAM INSULATION

W SHAPE STRUCTURAL STL W/SPRAY ON FIREPROOFING. SEE

STRUCTURAL AND ASSEMBLIES.

PTD. 5/8" TYPE X GYP. BD.

SEALANT AND BACKER ROD

WINDOW, SEE WINDOW SCHEDULE

LT. GA. MTL BOX HEADER PERSCHEDULE. SEE STRUCTURAL

MIN R-52 RIGID INSULATION

SELF-ADHESIVE SHEET VAPOR RETARDER.WRAP OVER PARAPET WALLUNDER BLOCKING

CONT. 4" CANT STRIP

CL

T.O. PARAPET+53'-4"

T.O. ROOF PLANK+50'-4"

3A-507

CONT. AIR INFILTRATION BARRIER. WRAP OVERCONT. SST DRIP.

MIN. R-21 SPRAY FOAM INSULATION

12" HIGH, 1" THICK CONT. MORTAR NET

W SHAPE STRUCTURAL STL W/SPRAY ON FIREPROOFING. SEESTRUCTURAL AND ASSEMBLIES.

8" PRECAST HOLLOW CORE PLANK W/ 2"TOPPING

1/2" CONT. STL PLATE. SEE STRUCTURAL.

GROUT SOLID BELOW FLASHING

CONT. SST DRIP W/ HEMMED EDGE. EXTENDBEYOND FACE OF BRICK.

SELF ADHESIVE RUBBERIZEDHEAD FLASHING. EXTEND UNDER AIR VAPORBARRIER MIN. 4". LAP RUBBERIZEDFLASHING OVER DRIP EDGE.

EXTEND BASE FLASHING UNDER COUNTERFLASHING PER MANUFACTURER'SRECOMMENDATIONS. PROVIDE CONTINUOUSASPHALT PRIMER BEHIND BASE FLASHING

WRAP ROOFING OVER TOP OF BRICK @FLASHING

WRAP ROOFING OVER PARAPETAND 6" DOWN EXT.FACE OF PARAPET

2X TREATED WD BLOCKING

METAL ALUMINUM COMPOSITE CLADDINGPANELS ON A CONCEALED SUB-GIRT AND

STAGGERED CLIP SYSTEM

PRE-FINISHED MTL COPING AND RECEIVER.SEAL W/ ELASTOMERIC SEALANT. COLOR BYARCHITECT.

RUBBERIZED FLASHING FULLY OVERBLOCKING AND ROOFING

CONT. INTERIOR PERIMETER SEALANT.COLOR BY ARCHITECT

EXTEND BASE FLASHING UNDER COUNTERFLASHING PER MANUFACTURER'SRECOMMENDATIONS. PROVIDE CONTINUOUSASPHALT PRIMER BEHIND BASE FLASHING

ROOF SYSTEMW/ SRI OF 78 OR GREATER

MIN R-52 RIGID INSUL

CONT. 4" CANT STRIP

SST DRIP W/ HEMMED EDGE. EXTENDMIN. 2" BEYOND ROUGH OPENING, TYP.

BACKER ROD AND SEALANT, TYP

SELF ADHESIVE RUBBERIZEDHEAD FLASHING. EXTEND UNDERAIR VAPOR BARRIER MIN. 4". LAP

RUBBERIZED FLASHING OVERDRIP EDGE.

CONT. AIR INFILTRATION BARRIER

MIN. R-21 SPRAY FOAM INSULATION

W SHAPE STRUCTURAL STL W/SPRAY ON FIREPROOFING. SEE

STRUCTURAL AND ASSEMBLIES.

PTD. 5/8" TYPE X GYP. BD.

SEALANT AND BACKER ROD

WINDOW, SEE WINDOW SCHEDULE

LT. GA. MTL BOX HEADER PERSCHEDULE. SEE STRUCTURAL

CL

SIM.

T.O. PARAPET+13'-8"

T.O. STL (AT EXTERIOR)+12'-0"

1

1

1

1 1

1

4

44

4

4

0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"1Roof/Wall Detail @ Siding

0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"2Roof/Wall Detail @ Brick

0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"3Roof/Wall Detail @ Metal Panel

0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"4Roof/Wall Detail @ Brick

0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"5Roof/Wall Detail @ 2HR Brick Wall

0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"6Roof/Wall Detail @ Entry Roof

0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"7Roof/Wall Detail @ Bumpouts

JM, 07/29/16

JM, 07/29/16

JM, 07/29/16

JM, 07/29/16 JM, 07/29/16

JM, 07/29/16

JM, 12/12/16

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1234

Wall S

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1659 W W

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Chicago IL 60612

1415

12/20/2016 11:17 AM

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IFY

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A-403

12/05/201504/25/201607/29/201609/08/201611/04/201612/21/2016

ISSUE FOR COORDINATION/PRICINGISSUED FOR BID / PERMIT REVIEWISSUED FOR PERMIT CORRECTIONSISSUED FOR PERMIT CORRECTIONSISSUED FOR PERMIT CORRECTIONSISSUED FOR CONSTRUCTION

© 2016 Landon Bone Baker Architects, Ltd.

2A-502

5A-503

6A-504

7'-1

1"9"

7'-9

"9"

7'-9

"9"

7'-9

"9"

10'-8

"1'

-6"

10'-8

"1'

-6"

7'-4

"1'

-2"

7'-4

"1'

-2"

7'-4

"1'

-2"

7'-4

"1'

-4"

12'-2

"10

"8'

-6"

10"

8'-6

"10

"8'

-6"

10"

8'-8

"8"

81/4"

81/4"

81/4"

81/4"

4l

1l

R1

F1

F1

F1

F1

F2

4e

1k

T.O. Roof Plank+50'-4"T.O. Fifth Floor STL+49'-8"

T.O. Fifth Floor+41'-0"

T.O. Fourth Floor STL+40'-2"

T.O. Fourth Floor+31'-8"

T.O. Third Floor STL+30'-10"

T.O. Third Floor+22'-4"

T.O. Second Floor STL+21'-6"

T.O. Second Floor+13'-0"

T.O. First Floor STL+12'-2"

T.O. Slab+0'-0"

2A-502

5A-503

6A-504

12'-2

"10

"8'

-6"

10"

8'-6

"10

"8'

-6"

10"

8'-8

"8"

7'-1

1"9"

7'-9

"9"

7'-9

"9"

7'-9

"9"

9'-4

"2'

-10"

81/4"

81/4"

81/4"

81/4"

1l

R1

F1

F1

F1

F1

F2

4e4e

T.O. Roof Plank+50'-4"T.O. Fifth Floor STL+49'-8"

T.O. Fifth Floor+41'-0"

T.O. Fourth Floor STL+40'-2"

T.O. Fourth Floor+31'-8"

T.O. Third Floor STL+30'-10"

T.O. Third Floor+22'-4"

T.O. Second Floor STL+21'-6"

T.O. Second Floor+13'-0"

T.O. First Floor STL+12'-2"

T.O. Slab+0'-0"

SIM

SIM

SIM.

2A-501

9A-502

4A-502

3A-502

3A-504

12'-2

"10

"8'

-2"

4"10

"8'

-6"

10"

8'-6

"10

"8'

-8"

8"3'

-0"

7'-0

"1'

-8"

7'-0

"1'

-6"

7'-0

"1'

-6"

7'-0

"1'

-6"

9'-6

"2'

-8"

19'-8

"

1'-73/8"

1'-73/8"

1'-73/8"

1'-73/8"

1'-21/2"

1c

1b

1l

R1

F1

F1

F1

F1

F2

R3

1l

1d

T.O. Roof Plank+50'-4"

T.O. High Parapet+53'-4"

T.O. Fifth Floor STL+49'-8"

T.O. Fifth Floor+41'-0"

T.O. Fourth Floor STL+40'-2"

T.O. Fourth Floor+31'-8"

T.O. Third Floor STL+30'-10"

T.O. Third Floor+22'-4"

T.O. Second Floor STL+21'-6"

T.O. Second Floor+13'-0"

T.O. First Floor STL+12'-2"

T.O. Slab+0'-0"

CL CL

T.O. Entry STL+21'-2"

0 1' 2' 4'SCALE: 1/2" = 1'-0"1Typical CMU Shear Wall

0 1' 2' 4'SCALE: 1/2" = 1'-0"2Typical CMU Stair Wall

0 1' 2' 4'SCALE: 1/2" = 1'-0"3Entry Wall Section

20 I Mings

Page 12: JOSH MINGSjoshuamings.com/newsite/files/Josh_Mings_Portfolio.pdf · Programmatic Exploded Axon. ... McCRORY SENIOR APARTMENTS Chicago, IL - Under Construction - Project Architect

22 I Mings Mings I 23

PHIL B. CURLS MANORKansas City, MO - Completed March 2017 - Project ArchitectLandon Bone Baker Architects

The first phase in a revitalization of the Swope/Mt. Cleveland neighborhood of Kansas City, Curls Manor provides affordable housing for seniors and is a beacon of development to come. The 4-story wood frame construction building consists of two wings with a central elevator and entry node clad in standing seam metal panels. Playing on context, brick and fiber cement were used to break down the massing of the building while still being lively and colorful. An angled bump out forms the community space, allowing residents to gather and socialize. Responsibilities on the project included code analysis, coordination with consultants and city code officials, CDs, and day-to-day construction administration.

22 I Mings

PROJECT INFOClient: Brinshore Development, LLCSize: 4 story, 59,000 SFUnits: 54 composed of 43 1 Bedroom and 11 2 Bedroom UnitsGreen: National Green Building Standard Bronze

Page 13: JOSH MINGSjoshuamings.com/newsite/files/Josh_Mings_Portfolio.pdf · Programmatic Exploded Axon. ... McCRORY SENIOR APARTMENTS Chicago, IL - Under Construction - Project Architect

24 I Mings Mings I 25Mings I 25

12

Wall Sections

Phil B. Curls Manor5150 Mersington Avenue

Kansas City MO 64130

1325

11/23

/2015

10:53

AM

I HEREBY CERTIFY THAT THESE PLANS WERE PREPAREDUNDER MY SUPERVISION AND THAT THEY COMPLY, TO THEBEST OF MY KNOWLEDGE, WITH ALL THE BUILDING CODESAND ORDINANCES OF THE CITY OF KANSAS CITY, MO.

A-401

05/15

/2015

07/15

/2015

09/04

/2015

11/13

/2015

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1A-501

5A-501

4A-502

8'-11

1/4"

1'-83/4

"8'-

111/4

"1'-

83/4"

8'-11

1/4"

1'-83/4

"8'-

111/4

"1'-

83/4"

4'-6"

8'-10

1/8"

1'-97/8

"8'-

101/8

"1'-

97/8"

8'-10

1/8"

1'-97/8

"8'-

10"

2'-3"

4'-1"

F1

F1

F1

R1

T.O. FOURTH FLOOR+32'-0"

L.P. ROOF+42'-8"

T.O. THIRD FLOOR+21'-4"

T.O. SECOND FLOOR+10'-8"

T.O. SLAB+0'-0"

T.O. HIGH PARAPET+47'-2"

1a

1a

1a

1a

T.O. TRUSS BEARING+8'-11 1/4"

T.O. TRUSS BEARING+19'-7 1/4"

T.O. TRUSS BEARING+30'-3 1/4"

T.O. TRUSS BEARING+40'-11 1/4"

2A-501

6A-501

5A-502

8'-11

1/4"

1'-83/4

"8'-

111/4

"1'-

83/4"

8'-11

1/4"

1'-83/4

"8'-

111/4

"1'-

83/4"

3'-0"

8'-10

1/8"

1'-97/8

"8'-

101/8

"1'-

97/8"

8'-10

1/8"

1'-97/8

"8'-

10"

3'-31/8

"1'-

67/8"

F1

F1

F1

R1

T.O. FOURTH FLOOR+32'-0"

L.P. ROOF+42'-8"

T.O. THIRD FLOOR+21'-4"

T.O. SECOND FLOOR+10'-8"

T.O. SLAB+0'-0"

T.O. LOW PARAPET+45'-8"

1b

1b

1b

1b

T.O. TRUSS BEARING+8'-11 1/4"

T.O. TRUSS BEARING+19'-7 1/4"

T.O. TRUSS BEARING+30'-3 1/4"

T.O. TRUSS BEARING+40'-11 1/4"

3A-501

7A-501

6A-502

8'-11

1/4"

1'-83/4

"8'-

111/4

"1'-

83/4"

8'-11

1/4"

1'-83/4

"8'-

111/4

"1'-

83/4"

4'-6"

8'-10

1/8"

1'-97/8

"8'-

101/8

"1'-

97/8"

8'-10

1/8"

1'-97/8

"8'-

10"

VARI

ESVA

RIES

F1

F1

F1

R1

T.O. FOURTH FLOOR+32'-0"

L.P. ROOF+42'-8"

T.O. THIRD FLOOR+21'-4"

T.O. SECOND FLOOR+10'-8"

T.O. SLAB+0'-0"

T.O. HIGH PARAPET+47'-2"

1c

1c

1c

1c

T.O. TRUSS BEARING+40'-11 1/4"

T.O. TRUSS BEARING+30'-3 1/4"

T.O. TRUSS BEARING+19'-7 1/4"

T.O. TRUSS BEARING+8'-11 1/4"

1A-501

5A-501

1A-502

2A-502

6A-502

8'-11

1/4"

1'-83/4

"8'-

111/4

"1'-

83/4"

8'-11

1/4"

1'-83/4

"8'-

111/4

"1'-

83/4"

4'-6"

8'-10

1/8"

1'-97/8

"8'-

101/8

"1'-

97/8"

8'-10

1/8"

1'-97/8

"8'-

10"

VARI

ESVA

RIES

F1

F1

F1

R1

R1

T.O. HIGH PARAPET+47'-2"

L.P. ROOF+42'-8"

T.O. FOURTH FLOOR+32'-0"

T.O. THIRD FLOOR+21'-4"

T.O. SECOND FLOOR+10'-8"

T.O. SLAB+0'-0"

1a

1c

1a

1a

T.O. PARAPETVARIES

T.O. TRUSS BEARING+40'-11 1/4"

T.O. TRUSS BEARING+30'-3 1/4"

T.O. TRUSS BEARING+19'-7 1/4"

T.O. TRUSS BEARING+8'-11 1/4"

2

2

22

2

2

0 2' 4' 6'SCALE: 3/8" = 1'-0"1 TYPICAL FC WALL SECTION0 2' 4' 6'SCALE: 3/8" = 1'-0"2 TYPICAL BRICK WALL SECTION

0 2' 4' 6'SCALE: 3/8" = 1'-0"3 STOREFRONT WALL SECTION0 2' 4' 6'SCALE: 3/8" = 1'-0"4 STOREFRONT WALL SECTION

JM, 10/23/15

JM, 10/23/15

JM, 10/23/15JM, 10/23/15

JM, 10/23/15

JM, 10/23/15

12

Details

Phil B. Curls Manor5150 Mersington Avenue

Kansas City MO 64130

1325

11/23

/2015

10:53

AM

I HEREBY CERTIFY THAT THESE PLANS WERE PREPAREDUNDER MY SUPERVISION AND THAT THEY COMPLY, TO THEBEST OF MY KNOWLEDGE, WITH ALL THE BUILDING CODESAND ORDINANCES OF THE CITY OF KANSAS CITY, MO.

A-502

05/15

/2015

07/15

/2015

09/04

/2015

11/13

/2015

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60 MIL TPO ROOF SYSTEM W/ SRI OF 78 ORGREATER

CONTINUOUS 4" CANT STRIP

EXTEND BASE FLASHING UNDER COUNTERFLASHING 12-16" MAX PER MANUFACTURER'SRECOMMENDATIONS. PROVIDE CONTINUOUSASPHALT PRIMER BEHIND BASE FLASHING

WRAP ROOFING OVER SILLBLOCKING

GYP BD CORNER REINFORCING

SEALANT AND BACKER RODVINYL WINDOW, SEE WINDOW SCHEDULE

BACKER ROD AND SEALANT

PTD. 5/8" TYPE X GYP. BD. W SHAPE STL BEAM, SEE STRUCTURAL

R-11 SOUND BATTS

CONT. ACOUSTICAL SEALANT AND BACKERROD @ JOINT EA SIDE, TYP.

SEE FINISH SCHEDULE FOR BASE ANDFINISHED FLOOR

CONT. SEALANT AND BACKER ROD @JOINT, EA SIDE TYP

NOTE: SEE A-506 FOR AIRINFILTRATION BARRIER DETAILSAND FLASHING DETAILS/EXTENTS

3A-504

ALUM STOREFRONT, SEE STOREFRONTSCHEDULE

MTL DRIP W/ HEMMED EDGE. EXTEND MIN. 2"BEYOND ROUGH OPENING, TYP.

BACKER ROD AND SEALANT

PRE-FINISHED MTL COPING AND RECEIVER.SEAL W/ ELASTOMERIC SEALANT. COLOR BYARCHITECT.

60 MIL TPO ROOF SYSTEM W/ SRI OF 78 ORGREATER

CONTINUOUS 4" CANT STRIP

EXTEND BASE FLASHING UNDER COUNTERFLASHING 12-16" MAX PER MANUFACTURER'SRECOMMENDATIONS. PROVIDE CONTINUOUS

ASPHALT PRIMER BEHIND BASE FLASHING

RUBBERIZED FLASHING FULLY OVER BLOCKINGAND ROOFING

2X TREATED WD BLOCKING

CONT. INTERIOR PERIMETER SEALANT. COLORBY ARCHITECT

CONT. SEALANT AND BACKER ROD @JOINT, TYP

PTD. 5/8" TYPE X GYP. BD.HEADER PER SCHEDULE, SEE

STRUCTURALMTL CORNERBEAD

SEALANT AND BACKER ROD

R-19 GLASS FIBER BATT INSULATIONFRICTION FIT TO CAVITY

PRE-ENGINEERED ROOF TRUSSES. SEESTRUCTURAL.

CONT. ALL LAYERS OF GYP BD TOUNDERSIDE OF DECK BETWEEN TRUSSES.

CONT. SEALANT @ JOINT, TYP.

WRAP ROOFING OVER PARAPET BLOCKING AND6" DOWN EXT. FACE OF PARAPET

NOTE: SEE A-506 FOR AIRINFILTRATION BARRIER DETAILSAND FLASHING DETAILS/EXTENTS

T.O. PARAPETVARIES

T.O. SECOND FLOOR+10'-8"

EXTEND ROOF UP AND UNDER FASCIA

PRE-FINISHED BREAK MTL FASCIA WITHDRIP EDGE TO EXTEND UP AND UNDERROOFING. ATTACH TO TREATED WOOD

BLOCKING. SEAL ALL JOINTS

TURN ROOFING INTO GUTTER AND SEAL

60 MIL TPO ROOF SYSTEM W/ SRI OF 78 ORGREATER

CONTINUOUS 4" CANT STRIP

ACT CEILING, SEE RCPS

CONT. SEALANT AND BACKER ROD @JOINT, TYP

SEALANT AND BACKER ROD

PRE-ENGINEERED ROOF TRUSSES. SEESTRUCTURAL.

CONT. ALL LAYERS OF GYP BD TOUNDERSIDE OF DECK BETWEEN TRUSSES.CONT. SEALANT @ JOINT, TYP.

R-19 GLASS FIBER BATT INSULATIONFRICTION FIT TO CAVITY

SPLASH BLOCK

PRE-MANUFACTURED, PRE-FINISHED 18ga. 6" GUTTER W/ STRAINER AND

LEADER W/ LAPPED AND SOLDERJOINTS. 4" UNLESS NOTED OTHERWISE.

TYP. PROVIDE SPLASH BLOCK AT ENDOF DOWNSPOUT

1A-505

2'-0"

CONT. FOAM SILL GASKET UNDER BASE PLATE,TYP.

SEE FINISH SCHEDULE FOR BASE ANDFINISHED FLOOR

MIN. 4" THICK CONC SLAB W/ REINFORCING ONGRADE OVER CONT. 15 MIL POLYETHELENE

VAPOR BARRIER. SEE STRUCTURAL

2" THICK R-10 RIGID INSULATION ALONGEXTERIOR FACE OF GRADE BEAM, TYP

CAST IN PLACE CONCRETE GRADE BEAM. SEESTRUCTURAL FOR ADDITIONAL INFORMATION

SEE SOILS REPORT FOR BACKFILLSPECIFICATIONS

SLOPED MTL FLASHING W/ HEMMED DRIP EDGEUNDER RUBBERIZED FLASHING. ADD TREATEDBLOCKING TO SUPPORT FLASHING AS NEEDED,TYP.

1 1/2" FIBER CEMENT STARTER STRIP SET TOPROPER ANGLE. PROVIDE 3/8" GAP AT 12" O.C.TO ALLOW MOISTURE TO DRAIN AWAY

RUBBERIZED SELF-ADHESIVE FLASHING. LAPOVER MTL FLASHING. EXTENT FLASHING MIN.12" UNDER AIR INFILTRATION BARRIER ANDSEAL.

WHEN THE SIDEWALK ABUTS THE BUILDING(OTHER THAN AT THE DOOR) THE TOP OFSIDEWALK TO BE A MIN 1/2" BELOW THE TOP OFSLAB TO ALLOW DRIP EDGE TO BE EXPOSEDWHILE MAINTAINING ACCESSIBILITY SLOPES ATDOORS AND WALKS

GRADE TO BE MIN 4" BELOW T.O. SLAB. 2%SLOPE AWAY FROM BUILDING. SEE CIVIL

DRAWINGS.

6" GRANULAR SUB-BASE. SEE STRUCTURAL

CONT. SEALANT AND BACKER ROD

RAMMED AGGREGATE PIER. SEE SHOPDRAWINGS FOR MORE INFORMATION.

MTL CORNERBEAD

SEALANT AND BACKER RODVINYL WINDOW, SEE WINDOW SCHEDULE

BACKER ROD AND SEALANT

SLOPESEE CIVIL

NOTE: SEE A-506 FOR AIRINFILTRATION BARRIER DETAILSAND FLASHING DETAILS/EXTENTS

T.O. SLAB+0'-0"

2A-505

2'-0"

CONT. FOAM SILL GASKET UNDER BASE PLATE,TYP.

SEE FINISH SCHEDULE FOR BASE ANDFINISHED FLOOR

MIN. 4" THICK CONC SLAB W/ REINFORCING ONGRADE OVER CONT. 15 MIL POLYETHELENE

VAPOR BARRIER. SEE STRUCTURAL

2" THICK R-10 RIGID INSULATION ALONGEXTERIOR FACE OF GRADE BEAM, TYP

CAST IN PLACE CONCRETE GRADE BEAM. SEESTRUCTURAL FOR ADDITIONAL INFORMATION

SEE SOILS REPORT FOR BACKFILLSPECIFICATIONS

WHEN THE SIDEWALK ABUTS THEBUILDING (OTHER THAN AT THE DOOR)THE TOP OF SIDEWALK TO BE A MIN 1/2"BELOW THE TOP OF SLAB TO ALLOWDRIP EDGE TO BE EXPOSED WHILEMAINTAINING ACCESSIBILITY SLOPES ATDOORS AND WALKS

GRADE TO BE MIN 4" BELOW T.O. SLAB. 2%SLOPE AWAY FROM BUILDING. SEE CIVIL

DRAWINGS.

6" GRANULAR SUB-BASE. SEE STRUCTURAL

CONT. SEALANT AND BACKER ROD

RAMMED AGGREGATE PIER. SEE SHOPDRAWINGS FOR MORE INFORMATION.

MTL CORNERBEAD

SEALANT AND BACKER RODVINYL WINDOW, SEE WINDOW SCHEDULE

BACKER ROD AND SEALANT

GROUT SOLID BELOW GRADE

SLOPED MTL FLASHING W/ HEMMEDDRIP EDGE UNDER RUBBERIZEDFLASHING. ADD TREATED BLOCKINGTO SUPPORT FLASHING AS NEEDED,TYP.

RUBBERIZED SELF-ADHESIVE FLASHING. LAPOVER MTL FLASHING. EXTENT FLASHING MIN.12" UNDER AIR INFILTRATION BARRIER ANDSEAL.

1/2" X 1/2" DRIP

SST DRIP W/ HEMMED EDGE. EXTENDMIN. 2" BEYOND ROUGH OPENING, TYP.

SLOPESEE CIVIL

NOTE: SEE A-506 FOR AIRINFILTRATION BARRIER DETAILSAND FLASHING DETAILS/EXTENTS

T.O. SLAB+0'-0"

3A-505

2'-0"

CONT. FOAM SILL GASKET UNDER BASE PLATE,TYP.

SEE FINISH SCHEDULE FOR BASE ANDFINISHED FLOOR

MIN. 4" THICK CONC SLAB W/ REINFORCING ONGRADE OVER CONT. 15 MIL POLYETHELENE

VAPOR BARRIER. SEE STRUCTURAL

2" THICK R-10 RIGID INSULATION ALONGEXTERIOR FACE OF GRADE BEAM, TYP

CAST IN PLACE CONCRETE GRADE BEAM. SEESTRUCTURAL FOR ADDITIONAL INFORMATION

SEE SOILS REPORT FOR BACKFILLSPECIFICATIONS

SLOPED SST FLASHING W/ HEMMED DRIP EDGEUNDER RUBBERIZED FLASHING. ADD TREATEDBLOCKING TO SUPPORT FLASHING AS NEEDED,TYP.

RUBBERIZED SELF-ADHESIVE FLASHING. LAPOVER MTL FLASHING. EXTENT FLASHING MIN.12" UNDER AIR INFILTRATION BARRIER ANDSEAL.

WHEN THE SIDEWALK ABUTS THE BUILDING(OTHER THAN AT THE DOOR) THE TOP OFSIDEWALK TO BE A MIN 1/2" BELOW THE TOP OFSLAB TO ALLOW DRIP EDGE TO BE EXPOSEDWHILE MAINTAINING ACCESSIBILITY SLOPES ATDOORS AND WALKS

GRADE TO BE MIN 4" BELOW T.O. SLAB. 2%SLOPE AWAY FROM BUILDING. SEE CIVIL

DRAWINGS.

6" GRANULAR SUB-BASE. SEE STRUCTURAL

CONT. SEALANT AND BACKER ROD

RAMMED AGGREGATE PIER. SEE SHOPDRAWINGS FOR MORE INFORMATION.

SEALANT AND BACKER ROD

BACKER ROD AND SEALANT

PTD MDF STOOL

ALUM STOREFRONT, SEE STOREFRONTSCHEDULE

SLOPESEE CIVIL

NOTE: SEE A-506 FOR AIRINFILTRATION BARRIER DETAILSAND FLASHING DETAILS/EXTENTS

T.O. SLAB+0'-0"

CAST IN PLACE CONCRETEGRADE BEAM. SEE STRUCTURALFOR ADDITIONAL INFORMATION

SEE SOILS REPORT FOR BACKFILLSPECIFICATIONS

RAMMED AGGREGATE PIER. SEESHOP DRAWINGS FOR MORE

INFORMATION.

CONT. FOAM SILL GASKET UNDER BASE PLATE,TYP.

SEE FINISH SCHEDULE FOR BASE ANDFINISHED FLOOR

MIN. 4" THICK CONC SLAB W/ REINFORCING ONGRADE OVER CONT. 15 MIL POLYETHELENE

VAPOR BARRIER. SEE STRUCTURAL

6" GRANULAR SUB-BASE. SEE STRUCTURAL

CONT. SEALANT AND BACKER ROD, EA.SIDE

SEE STRUCTURAL FOR HOLDDOWN/CONNECTION TO SLAB

SEE SOILS REPORT FOR BACKFILLSPECIFICATIONS

CONT. FOAM SILL GASKET UNDER BASE PLATE,TYP.

SEE FINISH SCHEDULE FOR BASE ANDFINISHED FLOOR

MIN. 4" THICK CONC SLAB W/ REINFORCING ONGRADE OVER CONT. 15 MIL POLYETHELENE

VAPOR BARRIER. SEE STRUCTURAL

6" GRANULAR SUB-BASE. SEE STRUCTURAL

CONT. SEALANT AND BACKER ROD, EA.SIDE

SEE STRUCTURAL FOR HOLDDOWN/CONNECTION TO SLAB

2

2

2

0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"1 ROOF/WALL DETAIL0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"2 ROOF/WALL DETAIL

0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"3 ELEVATOR ROOF DETAIL0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"4 FOUNDATION DETAIL @ FIBER CEMENT WALL

0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"5 FOUNDATION DETAIL @ BRICK VENEER WALL0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"6 FOUNDATION DETAIL @ STOREFRONT WALL

0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"7 FOUNDATION DETAIL @ INT BEARING WALL0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0"8 FOUNDATION DETAIL @ INT SHEAR WALL

JM, 10/28/15

JM, 10/28/15

JM, 10/28/15

Community Room

Lobby/Seating Area

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SPRING HILLSENIOR RESIDENCESWest Dundee, IL - In Construction Documents Phase - Project ArchitectLandon Bone Baker Architects

Spring Hill Senior Residences is located on a challenging site in West Dundee, IL. With the site originally slated to be a big-box retail store and now to be used for housing, site conditions such as a berm blocking views from the surrounding context and existing easements / parking were navigated in creating an appropriate site strategy - bringing the building to the Northeast corner of the site, distancing it from existing big box retail and allowing parking to be located to the south. Brick, bays, and paneling in a Mondrian-esque pattern break up the mass of the building, re-interpret historical aspect of West Dundee’s downtown, and create a lively feel. Responsibilities on the project include coordination with clients and consultants, specifications, and leading junior staff in production.

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PROJECT INFOClient: Gardner Capital Development Illinois, LLCArchitect ofRecord: Site Design GroupSize: 4 story, 80,000 SFUnits: 61 composed of 25 1 Bedroom and 36 2 Bedroom UnitsGreen: National Green Building Standard GoldCompletion: Mid-2018

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First Floor Plan Typical Floor Plan

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Lobby/Seating Area

Site Plan showing setback and easement constraints

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PARKLINEROWOak Forest, IL - Unbuilt - Project DesignerLandon Bone Baker Architects

Parkline Row is a transit-oriented development situated along 157th Street and adjacent to the Oak Forest Metra station. A major unifying feature on the site is a “green screen” which incorporates solar, shading, and water management systems. This feature will use solar energy to power site lighting, provide shading at patio doors, and feed into an integral gutter system. Additional storm water management techniques will be used along the parkway. As project designer, my role consisted of design, modeling, and production of presentation documents for submittal to the Illinois Housing Development Authority.

Rendering: VisualizedConcepts, Inc.

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PROJECT INFOClient: Brinshore Development, LLCSize: 1 new 5 story building, 3 2 to 3 story rehabsUnits: 60 units across 4 buildings

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LANDON BONE BAKER ARCHITECTS734 n milwaukee avenue chicago il 60642p 312.988.9100 f 312.829.3302www.landonbonebaker.com

PARKLINE ROWBRINSHORE DEVELOPMENT, LLC

3/26/2014

Site Plan

TOT LOT

CAFE/PUBLICSEATING AREASTORM WATER MANAGEMENT

ALONG PARKWAY

PERMEABLE PAVING

PERMEABLE PAVING

"GREEN" SCREEN LINKSBUILDINGS TOGETHER &MANAGES SOLAR/WATER

EXIST. CITY UTIL BLDGAND TOWER

10' UTILITY EASEMENT(FROM 24')

MODIFIEDCURBCUT

COMMUNITYGRILL SPACE

BIKE SHELTER

REFUSE

BIOSWALES PROTECT PARKINGAND BUMP OUT TO AVOIDOVERHEAD LINES

PERMEABLE PAVING

LIVING SCREEN FENCINGALONG PROPERTY LINE

LIVING SCREEN FENCINGALONG UTILITY EASEMENT

REFUSE

REFUSE

BIKE SHELTER

10'x25' LOADING ZONE

2

1

3

426 SPACES

34 SPACES

0 1/2'' 1'' 2''

N64 1283201 28 units

5 story 2 12 units3 story 3 12 units

2 story 4 8 units2 story

Rendering: VisualizedConcepts, Inc.

Rendering: VisualizedConcepts, Inc.

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Site Plan

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THE BURNHAM AT WOODLAWN PARKChicago, IL - Completed 2015 - Project Designer / Staff ArchitectLandon Bone Baker Architects

Part of a master plan to revitalize the Cottage Grove corridor that was formally the site of the formerly distressed Grove Parc Plaza, The Burnham combines several functions under one roof - senior housing, management offices, and the Woodlawn Resource Center. With the color of the precast concrete recalling the limestone at the nearby University of Chicago, Trespa and Swiss Pearl panels were placed on the facade along with use of form-liners and thin brick to create a lively, rhythmic facade along Cottage Grove avenue. The building also pushes back from the property line, allowing for the creation of a plaza. Responsibilities included construction documentation and administration, along with participation in design.

AWARDS2016 Precast Concrete Institute All-Precast Solution and Retirement/Assisted Living Awards

Photo: David Schalliol

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PROJECT INFOClient: Preservation of Affordable Housing (POAH)Size: 5 story, 64,000 SFUnits: 65 composed of 60 1 Bedroom and 5 2 Bedroom UnitsGreen: LEED for Homes Gold

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LANDON BONE BAKER ARCHITECTS1/16/2014

Woodlawn Park Senior - Site PlanPreservation of Affordable Housing

UP

UP

0 1/2'' 1'' 2'' N30 60150

S. COTTAGE GROVE AVE.

E. 62

ND S

T.

EXISTING 16' PUBLIC ALLEY

SENIORPARKING

METROSQUASHPARKING

SENIORPARKING

MANAGEMENTENTRY

RESOURCECENTER ENTRY

SENIORENTRY

SENIORENTRY

SENIORGARDEN

PROPOSED WOODLAWN PARK SENIOR BUILDINGFIVE STORY BUILDING73,673 GSF (FAR: 1.45)

OCCUPANCY CLASS: A-2 MULTIPLE DWELLINGS / E-BUSINESSCONSTRUCTION TYPE: I-A

Photo: Scott Shigley

36 I Mings Mings I 37

Photo: Scott Shigley

Photo: Scott Shigley

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JOSH MINGSAIA