ARCHITECTURE PORTFOLIO 2023 TREVOR CHRISTOPHER BLENMAN TCBLENMAN710@GMAIL.COM
TREVOR CHRISTOPHER BLENMAN
SUMMARY
Architectural Designer with over seven years of experience on both large-scale and complex projects with the ability to collaborate and work well in team environments and independently. Interested in designing and shaping how individuals interact with their surroundings.
EXPERIENCE
Architectural Designer | Engberg Anderson Architects
September 2020 - Present | Chicago, IL
• Produced detailed architectural drawings, renderings, and presentations to effectively communicate design concepts to clients and team members
• Collaborated and coordinated with architects and consultants to ensure project milestones were met in a comprehensive and timely manner
• Assisted in site visits and coordination meetings to ensure construction progress aligned with design intent
• Managed and reviewed specifications, construction submittals, RFIs, and shop drawings to make sure they met requirements
Junior Architect | Acheson Doyle Partners Architects
July 2016 - April 2020 | New York, NY
• Produced detailed architectural drawings, renderings, and presentations to effectively communicate design concepts to clients and team members
• Participated in site visits, virtual meetings, and conference calls with clients and consultants to review project requirements and goals
• Organized and managed Revit standards for the office after completing licensed Revit training and working on both of the firm’s projects
Architectural Intern | John H. Hatheway Jr., Architects
Summer 2015 | Brooklyn, NY
• Completed and revised construction drawings for multiple projects.
• Generated 3D models (SketchUp) for projects.
EDUCATION
Syracuse University | School of Architecture
Bachelor of Architecture | 2011 - 2016
SKILLS
• Autodesk Revit
• AutoCAD Sketchup Pro
• Rhinoceros 3D
• Enscape V-Ray
• Adobe Illustrator
• Adobe InDesign Microsoft Office
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tcblenman710@gmail.com (347) 370-2921 Chicago, IL
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able of Contents 01 Bloomington Public Library 02 Homer Township Public Library 03 Terence Cardinal Cooke Hospital 04 Custom Kitchen Redesign 05 Bellevue Men’s Shelter 06 Creston Public Library 07 Elements Fitness Studio 08 Liberty Island Lockers Enclosure 09 Public’s Stadium Garden (Thesis Project)
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Bloomington Public Library 01
Location: Bloomington, IL
YEAR: 2021
Software: Revit, EnScape
The city of Bloomington found the need to renovate and improve its library to meet the emerging needs and growth of the area. Since the existing library was built in 1976, Bloomington’s population grew by 92%, while the one library expansion increased space by only 24%. The $25.2 million project consists of adding a 3-story addition of over 21,000 square feet to the building, renovating over 57,000 square feet of existing space, and adding 90 additional parking spaces along with a 2-level parking structure. I primarily worked on the parking structure and lot of the project, while also assisting on the addition and interior renovations.
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5 EAST STREET PRAIRIE STREET OLIVE STREET JACKSON STREET NEW MECHANICAL ENCLOSURE 61 TOTAL SPACES 46 TOTAL SPACES FLAGPOLE BIKE RACKS FOR BOOK DROP DRIVE THRU SITE PROPERTY LINE 3 A004 ADDITION ADDITION LOADING DOCK 5 SPACES BOOK MOBILE B O B O O B COLORED DN DN 36'0" 10'3" SEE LANDSCAPING 10'2" 28'0" 21 CARPOOL SPACES TCOMPACTCOMPACTCOMPACTCOMPACTACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCO SEATWALL BENCH DRAWINGS A005 1 LIGHT POLES SEE CIVIL A004 7 A004 7 A004 7 DOWNSPOUT CONNECTION, STEEL BOLLARD STEEL BOLLARD, TYP. CONCRETE WALK AND A004 DISTANCE" SETBACK 30'0" PROTECTION INFORMATION. LAYOUT DRAWN BY CHECKED BY PROJECT NUMBER DESCRIPTION DATE NO. REVISION FOR: ISSUED FOR: MILWAUKEE MADISON | TUCSON CHICAGO A003 SITE PLAN MZ TB 193118.01 Bloomington Public Library Expansion & Renovation 205 E. Olive St., Bloomington IL 61701 REVIEW -NOT FOR CONSTRUCTION BIDDING 01.31.2022 SCALE: 1/16" = 1'-0" 1 SITE PLAN Plan North 21 SPACES 25 SPACES 10 SPACES 9 SPACES 10 SPACES 9 SPACES 9 SPACES 9 SPACES 5 ADA SPACES A008 RAMP DOWN P5 P6 P3 P9 PC JACKSON STREET 3'10 14'7 1/2" 25'0" 18'4" 2 ADA SPACES P8 GENERAL SITE NOTES DESCRIPTION NO. A005 UPPER PARKING LOT FLOOR PLAN Bloomington Public Library Expansion & Renovation 205 E. Olive St., Bloomington IL 61701 REVIEW -NOT FOR CONSTRUCTION BIDDING PARKING LOT 25 SPACES 21 SPACES 46 TOTAL SPACES A007 PA PB JACKSON STREET 18'0" GENERAL SITE NOTES DATE A006 LOWER LEVEL PARKING STRUCTURE FLOOR PLAN Bloomington Public Library Expansion & Renovation REVIEW -NOT FOR CONSTRUCTION LOWER LEVEL PARKING STRUCTURE SITE PLAN
LOWER LEVEL PARKING STRUCTURE PARKING LOT
3D CORNER VIEW OF PARKING STRUCTURE (RENDERING)
CONSTRUCTION PROGRESS OF THE 3-STORY ADDITION
6 PARKING STRUCTURE SECTION PARKING STRUCTURE SECTION
PARKING STRUCTURE SECTION PARKING STRUCTURE ELEVATION 8'2" A009 16'7" GENERAL NOTES MATRIX. CHECKED BY A007 PARKING STRUCTURE SECTIONS MZ Bloomington Public Library Expansion & Renovation 01.31.2022 SCALE: 1/4" 1'-0" PARKING STRUCTURE N/S SECTION 4 PARKING STRUCTURE NORTH WALL SECTION 1 PARKING STRUCTURE E/W SECTION 3 EAST WALL SECTION PARKING STRUCTURE 5 WALL SECTION @ COLUMN A007 PA PD PB PC STRUCTURAL COLUMN BEYOND SEE PLAN 3 VERIFY 3'10" 1'8" 4'0" 1'4" INTEGRAL CONCRETE WHEEL STOP POUR WITH TOPPING PROVIDE ABRASIVE FINISH AT EXPOSED AREAS PER SPECIFICATIONS 8'2" (EL. 860.57) 806.33 794.58 SEE CIVIL SHEET DRAINAGE PANELS OVER 3'2" 2 PA ON CONCRETE FOUNDATION WALL A009 1/2" SLAB ISOLATION JOINT WITH SEALANT A007 P4 P3 P1 P7 A009 P8 P2 1'8" 3'7" 8'2" COLORED PRECAST COLUMN BEYOND 6" CONCRETE SLAB ON P9 STRUCTURAL JOINT WITH SEALANT EXISTING T.O. Footing PD 6 FOUNDATION WALL AND 7'9" 2'2" 10" 17'3" 1'8" GENERAL NOTES CONCRETE SANDBLASTING APPEAR APPROXIMATELY 2.PROVIDE SAMPLES SCALE: 1/4" 1'-0" 2 PARKING STRUCTURE N/S SECTION 4 PARKING STRUCTURE NORTH WALL SECTION SCALE: 1/4" 1'-0" 1 PARKING STRUCTURE E/W SECTION 3 EAST WALL SECTION PARKING 5 WALL SECTION @ COLUMN FIRST FLOOR 13' 0" 24' 9" P5 P6 P7 P9 SEE CIVIL SEE CIVIL ENTRY WITH SANDBLASTED FINISH P8 PREFABRICATED BARRIER DELEGATED EL. 24' 3/4" 23' 3/4" T.O. WALL T.O. WALL 8 A009 3/4" X 3/4" DEEP REVEAL TYPICAL (3 EQ. SPACES) 11'8" 4 A009 EL. 20' 3" PRECAST COLORED CONCRETE COLUMNS T.O. COLUMN EQ. EQ. EQ. EQ. TYPICAL SPACING FIRST FLOOR 13' 0" L.L. PARKING 24' 9" 11'9" 806.33 SEE CIVIL 794.58 SEE CIVIL FINISH TOP w/ A008 5 ON INSIDE 1 FIRST FLOOR 13' 0" L.L. PARKING 24' 9" PA PD 806.33 SEE CIVIL 794.58 SEE CIVIL PB PC ENTRY 3/4" 3/4" DEEP REVEAL TYPICAL CAST CONCRETE WALLS WITH SANDBLASTED FINISH SLOPED CONCRETE TOP w/ EDGE EACH SIDE LINE OF CONCRETE CAST IN OPEN PREFABRICATED BARRIER CABLE RAILING A008 4 INSIDE CONCRETE FACE ABOVE CONCRETE SURFACE COLORED PRECAST CONCRETE BEAM 3 A007 SIM. 8 A009 COLORED PRECAST COLUMNS PREFABRICATED INTERMEDIATE BARRIER DELEGATED DESIGN T.O. BEAM 6 A009 8'0" 8'0" 8'0" EL. 7' 6" 7 A009 7'7" 7'7" EXTERIOR SIGNAGE TYPE M CLEARANCE BAR AT 7' 6" 1'4" 1'0" 12'10" EQ EQ BEVELED TOP 1 PA PB 5 1/2" 4'1 1/2" 54'0" 9'8" 15'4" 10'0" 10'0" 10'0" 10'0" 10'0" 10'0" 10'0" 5'0"10" 3'10" TYP. 1/2" TYP. EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 5'0" TYP. EQ EQ EQ 5 A009 3/4" X 3/4" DEEP REVEAL TYPICAL EL. 8' 10 1/2" T.O. WALL 4 A009 MAINTAIN BOTTOM ELEVATION AT ALL SLOTS THIS SIDE COLORED PRECAST COLUMN SEALANT AND BACKER ROD AT EACH SIDE TYP. BEVELED TOP SLOPED CONCRETE TOP w/ 3/4" CHAMFER AT TOP EDGE EACH SIDE 1 FIRST FLOOR 13' 0" EXISTING T.O. Footing L.L. PARKING 24' 9" 10'0" 10'0" 4'0" EL. 9' 7" T.O. WALL 806.33 SEE CIVIL 794.58 SEE CIVIL SLOPED CONCRETE TOP EDGE EACH SIDE 1 DRAWN BY CHECKED BY PROJECT NUMBER DESCRIPTION DATE NO. REVISION FOR: ISSUED FOR: MILWAUKEE | MADISON | TUCSON CHICAGO A008 PARKING STRUCTURE ELEVATIONS MZ TB 193118.01 Bloomington Public Library Expansion & Renovation 205 E. Olive St., Bloomington IL 61701 BIDDING 01.31.2022 SCALE: 1/8" = 1'-0" 2 PARKING STRUCTURE WEST ELEVATION SCALE: 1/4" = 1'-0" 4 WEST ELEVATION CONCRETE WALL DETAIL 1Addendum 02.18.2022 FIRST FLOOR 13' 0" 2 A007 P4 P5 P6 P3 P1 P7 P9 SEE CIVIL COLORED PRECAST COLUMNS PREFABRICATED INTERMEDIATE BARRIER CABLE SUPPORT ENTRY CAST CONCRETE WALLS WITH SANDBLASTED FINISH 7'4" 7'4" 7'4" 6 5 A007 P8 P2 A009 A009 PREFABRICATED BARRIER CABLE RAILING DELEGATED DESIGN PRECAST COLORED BEAMS TYP. EL. 23' 3/4" OPEN TYPICAL (3 EQ. SPACES) 11'8" A009 EL. 20' 3" EL. 7' 6" T.O. COLUMN 5'10" 5'10" EQ. EQ. EQ. EQ. 13' 0" 1 L.L. PARKING PA PD 11'9" 806.33 SEE CIVIL PB PC BEAMS SEE STRUCTURAL CAST CONCRETE WALLS WITH SANDBLASTED FINISH SLOPED CONCRETE TOP w/ 3/4" CHAMFER AT TOP EDGE EACH SIDE PREFABRICATED BARRIER CABLE RAILING DELEGATED DESIGN SANDBLASTED FINISH ON INSIDE 8 A009 8 A009 4 6 A009 (4 EQ. SPACES) 4 13' 0" L.L. PARKING PA PD 806.33 PB PC 3/4" X 3/4" DEEP REVEAL TYPICAL SLOPED CONCRETE TOP 3/4" CHAMFER AT TOP LINE OF CONCRETE SURFACE BEYOND CAST IN OPEN SLOT A008 SANDBLASTED FINISH ON INSIDE CONCRETE FACE COLORED PRECAST 3 A007 SIM. A009 T.O. COLUMN 6 A009 8'0" 8'0" 8'0" 7'7" 7'7" 1'4" 1'0" BEVELED TOP 1 L.L. PARKING PA PB 1/2" 4'1 1/2" 4'0" 10'0" 10'0" 10'0" 10'0" 10'0" 10'0" 10'0" 5'0"10" 3'10" TYP. 5 A009 3/4" X 3/4" DEEP REVEAL TYPICAL 4 A009 COLORED PRECAST COLUMN 3/4" CHAMFER AT TOP EDGE EACH SIDE 1 FIRST FLOOR EXISTING T.O. Footing L.L. PARKING 24' 9" PA PB PC A009 4'10" 3/4" 3/4" DEEP REVEAL TYPICAL T.O. WALL 794.58 A009 GENERAL NOTES CONCRETE SANDBLASTING FINISH: 1.MEDIUM EXPOSURE -COARSE AGGREGATE TO VISUALLY APPEAR APPROXIMATELY EQUAL IN AREA TO THE MATRIX. 2.PROVIDE SAMPLES FOR APPROVAL BY ARCHITECT DRAWN BY CHECKED BY PROJECT NUMBER REVISION FOR: ISSUED FOR: MILWAUKEE | MADISON TUCSON A008 PARKING STRUCTURE ELEVATIONS Bloomington Public Library Expansion Renovation 205 E. Olive St., Bloomington IL 61701 BIDDING SCALE: 1/8" = 1'-0" 1 PARKING STRUCTURE SOUTH ELEVATION SCALE: 1/8" = 1'-0" 3 PARKING STRUCTURE EAST ELEVATION SCALE: 1/8" = 1'-0" 2 PARKING STRUCTURE WEST ELEVATION SCALE: 1/4" = 1'-0" 4 WEST ELEVATION CONCRETE WALL DETAIL SCALE: 1/4" = 1'-0" 5 EAST ELEVATION CONCRETE WALL DETAIL 1Addendum
ENTRANCE AT 3-STORY ADDITION (RENDERING)
BOOK DROP (RENDERING)
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Homer Township Public Library 02
Location: Homer Glen, IL
YEAR: 2020
Software: Revit, EnScape
The Homer Township Public Library project consists of the construction of one 3,000 sq. Ft. Expansion, one 1,500 sq. Ft. Expansion, interior renovations, and a new gazebo & art garden. The library will add a Community Reading Room, Youth Servces expansion and program room, and new study rooms to its program.
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NO WORK
9 AERIAL VIEW - YOUTH SERVICES
CFA 1 2 3 5 6 7 B C D E A F 2 A401 A401 5 A401 4 A401 A401 A401 68' 1/2" FLEX SPACE 109 STUDY 122 SENSORY 169 DIRECTOR 138 ASSIST. DIR. 139 FILE ROOM 140 BUSINESS 141 HALL 155 WORKROOM 144 FLEX OFFICE 142 SUPPLIES 146 KITCHEN 149 STAFF LOUNGE 148 SHARED WORKROOM 147 SERVERS 154 ELEC. 152 STUDY C 121 STUDY B 120 STUDY A 119 COPY CENTER 118 HALL 150 WORK 116 STUDY D 115 STUDY E 114 STUDY F 113 QUIET READING 112 STORAGE 127 BOOK RETURN 102 VESTIBULE 100 STORAGE 104 MEETING ROOM 105 LENDING 107 JAN. 108 OLDER CHILDREN 126 LOBBY 101 COMMUNITY READING ROOM 170W POPULAR MATERIALS 110 LIBRARY 117 YOUTH SERVICES 123 NON-FICTION 111 SOUTH BAYS 159 WOMEN 133 MEN 134 FAMILY 135 HALL 136 GIRLS 132 BOYS 131 CIRC DESK 101A TOILET 151 TOILET 143 STORAGE 167 WD SIDELIGHT WINDOW BAY SEATING WINDOW BAY SEATING A301 1 8 A401 9 A401 FLEX SPACE 106 W04 W02 W06 165N-1 166N-1 168-1 W06 A801 13 14 A801 15 A801 16 17 17 SIM A801 8 A801 3 116-1 W06 1 A501 A801 5 W07 TOILET 166N TOILET 165N 2 A501 A301 10 3 A501 5' 3" 31' 11 1/2" 8' 3 3/4" ADMIN ASSISTANT 137 WORKROOM 124 FLEX ROOM 161N FAMILY RESTROOM 168 W06 W07 W22 W16 YS OFFICE 164N STORY TIME 162N 11' 4" 9' 3 1/2" 11' 4" 7 A401 6" 5' 4" 4" 5' 8" 16' 1/4" 31' 8 3/4" 36' 2 3/4" 45' 6 1/4" 7' 7/8" 12' 0 5/8" 9' 9" 12' 0 1/2" 9' 9" 12 1/2" 2" 1' 8"5' 0" R.O. 4' 0" 8" 9' 3 1/2" 8" R.O. 4' 0"6' 8" 162N-12 11 W11 W07 10 A401 12 23' 9" 6' 1/2" 13' 1/2" W04 A901 11 109-1 2'-1 1/4" 11" 1/2" R.O. 10" 1' 8" R.O. 8' 10" 1' 8" 5" 6" FENCE INFILL WITH GATE FENCE INFILL A.5 0.1 A503 4 D.1 C.2 A.2 A.2 8.1 7.8 7.5 7.1 6.6 6.4 6.1 B.9 169N-1 127-1 106-1 171-1 167-1
EXPANSION TO THE LEFT, COMMUNITY READING ROOM EXPANSION TO THE RIGHT (RENDERING)
NO WORK
12' 0"3' 0" 11' 6" 4' 6 3/8" CONCRETE PAD SEE STRUCTURAL 11'-6" x15' CONCRETE PAD NEW BOOKS 103 4 A501 ALIGN 3" CL 7' 10" W06 W11 W04 ALIGN 4'-4 1/2" A504 A504 5 A503 7 A503 8 A503 5 A503 10 A503 6 A503 11 A503 12 A504 A504 3 A801 10 124-1 V.I.F 4' 9 5/8" ALIGN W/ EXIST. SIDEWALK JOINT 1' 7" 1/2" CONCRETE PAD SEE STRUCTURAL SHAFT W ALL 4' 1/2" FROM SHAFT WALL 1/2" FROM FILL IN OPENING AT 6'-0" AFF. 162N-1 9 A503 W09 12 A901 DISPLAY SHELF TO MATCH EXISTING, ALIGN W/ EXISTING A801 6 W12 W12 8" 4 A801 2 A801 7 A801 9 126-1 161N-1 11 170W-1 EXISTING R.O. VIF 16' 0" VIF 6' 0" ARCHITECTURAL GLASSWALL SYSTEM INFILL GLAZING SAWCUT SLAB FOR RECESSED CLOSER 11 1/4" 4' 3/4" 8" 6' 4" 11' 11" 11' 5" 11' 4" 11' 0" 10' 5" 10' 3" 9' 9" 59' 0" 26' 0" 15' 6" 20' 4" 33' 0" 33' 0" 2' 1/2" 10' 1/2" 6' 5"4' 1" 30' 7" 27' 6" 27' 6" 27' 6" A.8 A.6 A.4 A.3 A.7 1' 1/2" 0" 4' 7"3' 8"3' 1"3' 4" A.1 W07 CONCEAL ALL CONDUIT ON INTERIOR SIDE OF EXISTING WALL. CUT & PATCH EXISTING GYPSUM AS REQUIRED. 6' 0" 7' 0" CONCRETE PAD SEE STRUCTURAL 11" 6" R.O. 7' 0" 6' 0" R.O. 4' 0"4' 0" R.O. 4' 0"4' 0" R.O. 4' 0"5' 0 1/4" 11 1/4" 31' 11 1/2" 5' 0" 9" 9' 0" W09 W09 12 A401 12 A401 3" A610 10 R.O. 4' 0" 2' 0" 2 - 5 1-6 11' 1 3/4" 14' 1/2" PROVIDE BLOCKING FOR MONITOR INSTALLATION A503 SIM PROVIDE BLOCKING FOR MONITOR INSTALLATION 10-71/2 1 -8 9 - 91/2 1 - 8 9 - 912 1' - 8 9 - 9 1 2 1 - 9 - 1 2 - 8 9 - 9 1 2 2' 1" 2' 6" 7" INFILL OPENING WITH EXTERIOR WALL ASSEMBLY TO MATCH EXISTING (VERTICAL SIDING TO APPEAR SEAMLESS WITH ADJACENT VERTICAL SIDING) (2/A504 SIM. OPP) 2' 0"3' 4"4" PAINT EXPOSED CONCRETE FOUNDATION AT EXISTING BUILDING, COLOR TO BE PT-17 TYP. PAINT EXPOSED CONCRETE FOUNDATION AT EXISTING BUILDING COLOR TO BE PT-17, TYP. 4" A504 6 -R785 17' 8 5/8" 3' 1/2" F701 3 F701 4 F701 5 A502 12 TYPICAL @ TYPES & G 3 3' 1/2" 21' 9 1/2" 4' 1 1/4" 25' 5" 2' 1/2" 162N-9 W06 140-1 150-1 PR #005 PR #005 PR #005 25' 4" CL 17' 2" CL WATER BALL FOUNTAIN -SEE CIVIL AND STRUCTURAL FOR MORE INFO 4 162N-3 10 A020ASK 008 W12 9"8' 1/2" 6 3. INTERIOR DIMENSIONS ARE TAKE FROM F.O. GYPSUM BOARD. 4. EACH CONTRACTOR SHALL FIELD VERIFY ALL DIMENSION AND CONDITIONS PERTINENT TO THEIR WORK PRIOR TO COMMENCING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE CONTINUATION OF WORK. 5. DO NOT SCALE DRAWINGS. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENT OVER SMALLER SCALE DRAWINGS. NOTIFY ARCHITECT OWNER OF ANY DRAWING DISCREPANCIES 7. PROVIDE BLOCKING AS REQ'D BEHIND WALL MOUNTED EQUIPMENT AND MILLWORK 8. REPAIR AND INFILL AT LOCATIONS OF NEW DOORS AND PARTITIONS 9. WHERE NEW WALLS MEET EXISTING, FEATHER AS REQ'D TO MAKE TRANSITION APPEAR AS SEAMLESS, TYP. DRAWN BY CHECKED BY PROJECT NUMBER MILWAUKEE | MADISON | TUCSON DESCRIPTION NO. REVISION FOR: ISSUED FOR: A101 GROUND FLOOR Homer Township Library 14320 W 151ST STREET, HOMER Expansion and Renovation Homer Township Public Library 14320 West 151st Street Homer Glen, IL 60491 CONSTRUCTION SCALE: 1/8" 1'-0" 1 GROUND LEVEL PLAN Plan North 0' 4' 8' 16' 32' SCALE: 1/8" = 1'-0" 1ADDENDUM 2 2ADDENDUM 4 3PR#002 4PR #003 ART GARDEN FOUNTAIN 5PR#005 6PR#010
10 TOP OF SLAB FOUNDATION WATERPROOFING FOUNDATION -STOP WATERPROOFING 4" BELOW FOOTING -SEE STRUCTURAL EXTERIOR WALL ASSEMBLY SLAB ON GRADE, TYP. -ROOFING UNDERLAYMENT -WOOD TRUSSES A502 A502 DRAIN CONTINUOUS SOLDIER COURSE CEILING HEIGHT FREE DRAINING GRAVEL BED, MIN. 14" TOTAL, MIN. 3" BELOW DRAIN. GEO-TEXTILE FABRIC TO EL. 111' 6" ROWLOCK COURSE CONTINUOUS SOLDIER COURSE 1/2" PROJECTING CONTINUOUS HEADER COURSE T.O. CONCRETE EL. 101'-9" TRUSS BEARING EL. 113' - 4" TYPICAL TILE DRAIN CONSTRUCTION: INSULATION -ASPHALT SHINGLES -WOOD TRUSSES ELEVATIONS ROOF ASSEMBLY -FULLY ADHERED EPDM MEMBRANE : -VAPOR BARRIER A502 2TRUSS BEARING EL. 113' - 4" HEEL HEIGHT 1/4" B.O. LINTEL EL. 111'-10 1/2" 8" 1F.O. STUD 1" T.O. BLOCKING EL. 111'- 1/2" T.O. CONCRETE EL. 101'-9"A502 SYSTEMS T.O. BLOCKING FOOTING -SEE STRUCTURAL TYPICAL TILE DRAIN ICE/WATER SHIELD FOUNDATION WATERPROOFING FOUNDATION -STOP GRADE DRAINAGE PANEL ON 2" RIGID GRADE A502 FOAM INSULATION SIM. F 2" RIGID INSULATION CONCRETE FOUNDATION AND FOOTING -SEE STRUCTURAL EXTERIOR WALL ASSEMBLY -1 3/4" MIN. AIR SPACE -2-1/2"SPRAY FOAMINSULATION -7/16" OSB SHEATHING -5/8" GYPSUM WALL BOARD SOLDIER COURSE OVER WINDOW CONTINUOUS SOLDIER COURSE 8.1 2' 0" R.O. 1' 8" T.O. BEAM EL. 112'-7" B.O. LINTEL EL. 110'-0" 8" 8"4" 1/4" 5' 10 1/2" (3) COURSES (1) COURSE (4) COURSES (1) COURSE (10) COURSES 3/8" 2' 0" STONE BAND COURSE ALUMINUM CLAD WOOD WINDOW -VAPOR BARRIER A502 SIM. 1' 2" TOP OF SLAB MECHANICAL DUCT OPENING SEALANT AROUND DUCT PENETRATIONS PENETRATIONS STEEL LINTEL SEE MECH DRAWINGS DRAWINGS SEE MECH 8"6" T.O. CONC. EL. VARIES TRUSS BEARING EL. 113'EXTERIOR WALL ASSEMBLY TYPICAL BRICK COURSING A502 2X8 OUTRIGGERS OVER STRUCTURAL DETAIL R38 -BATT INSULATION SEAL VAPOR BARRIER AT PERIMETER GYPSUM BOARD ON PROVIDE 2X BLOCKING IN INSULATION ON CONCRETE CONSTRUCTION FOOTING -SEE STRUCTURAL SYSTEM ON CONCRETE FOUNDATION -STOP GRADE INSULATION STOP 4" BELOW 6 EXISTING BEARING (V.I.F.) 6.1 EL. 111' 6" ROWLOCK COURSE ROOF ASSEMBLY 3 (10 COURSES) 4" 8" (1 COURSE) COURSES 8" B.O. LINTEL EL. 115' 10 1/2" T.O. BRICK EXISTING CANOPY CHECKED BY PROJECT NUMBER MILWAUKEE MADISON | TUCSON CHICAGO REVISION FOR: A501 WALL SECTIONS NA 213328 Homer Township Public Library 14320 W 151ST STREET, HOMER GLEN, ILLINOIS 60491 Expansion and Renovation Homer Township Public Library 04-22-2022 SCALE: 3/4" 1'-0" 1 WALL SECTION @ NORTH ADDITION, TYP. SCALE: 3/4" 1'-0" 2 WINDOW BAY SECTION @ NORTH ADDITION SCALE: 3/4" 1'-0" 3 WALL SECTION THROUGH WINDOW @ WEST ADDITION 1ADDENDUM 03-03-2022 4PR#011 11/02/2022 SCALE: 3/4" = 1'-0" 4 WALL SECTION @ NORTH ADDITION SHAFT SCALE: 3/4" = 1'-0" 5 WALL SECTION @ WEST ADDITION CANOPY
DETAILS
YOUTH SERVICES EXPANSION & ART GARDEN / GAZEBO (RENDERING)
COMMUNITY READING ROOM (RENDERING)
(RENDERING)
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YOUTH SERVICES
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CONSTRUCTION PHOTOS - COMMUNITY READING ROOM EXPANSION
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CONSTRUCTION PHOTOS - YOUTH SERVICES EXPANSION
Terence Cardinal Cooke Hospital 03
Location: New York, NY
YEAR: 2019
Software: Revit, AutoCAD, EnScape
This project consisted of renovations to multiple floors of the hospital wing of the Terence Cardinal Cooke Health Care Center, in collaboration with another architecture firm, Dalpos Architects. Our focus was on the basement and first floor of the hospital wing, with the project including a kitchen relocation at the basement level, a lobby renovation, and restroom renovations on the first floor. The firstfloor design aims to create a more inviting and appealing entrance to the lobby space with respect to the original design by picking up on existing material usage as well as design characteristics.
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15 1st Floor 0' - 0" 2nd Floor 16' - 0" 8' 11" PAINT EX. PLASTER CEILING - PTX - SEE SPEC CUSTOM LIGHT RING SUPPORTED FROM STRUCTURE ABOVE - SEE LIGHTING DWGS OPTICAL TURNSTILES - SEE SPEC SOLID SURFACE RECEPTION DESK WITH MARBLE COUNTERTOP - SEE DWGS A-333 AND A-540 FOR DETAILS ALUM AND GLASSSEE SPEC GRANITE LANDING AND STEPS - SEE STRUC DWGS ALUM AND GLASS BALANCED DOORSPENDANT LIGHTING - SEE LIGHTING DWGS MARBLE INFILL PANEL - SEE SPEC MARQUEE ALTERATIONS N.I.C. CLEAN EX. GUASTAVINO TILE AND STONE CEILING - SEE SPEC DECORATIVE METAL GRILLE EXISTING MARBLE PANEL TO REMAIN (TYP., U.O.N) RECOAT CONC. PLANTER PAINTED GWBPTX AND REINSTALLED SCRAPE, CLEAN, AND ELECTROSTATICALLY PAINT EXISTING METAL GRILLESEE SPEC MARBLE BASE INFILL AT OPENING. USE SALVAGED MARBLE - SEE SPEC FRAMED PICTURE BY OTHERS SIGNAGE BY OTHERS OPEN OPEN OPENER (110B) - SEE SPEC 7' 3" 1' 3" 11' 4" SCRAPE, CLEAN, AND EXISTING TRANSOM WINDOW FRAME REMOVE PAINT AND CLEAN EX. LIMESTONE 13' 6" A-530.00 A-531.00 3 2 A-531.00 A-531.00 SUPPLY REGISTER - SEE SPEC PATCH MARBLE - SEE SPEC PATCH MARBLE - SEE SPEC 2 A-531.00 A-531.00 REPLACE ALL GLAZING CENTER LINE CONCEALED SPRINKLER HEAD ON PILASTER (TYP.) - SEE SPRINKLER DWGS SIM SIM A-903.00 A-630.00 A-630.00 EX. HAND SANITIZER DISPENSER TO BE REMOVED AND REPLACED IN KIND NEW RECEPT. AT EXIST. COVER PLATE EX. ELEVATOR DOOR AUTO OPENER (109A) SEE SPEC REMOVE PAINT AND CLEAN EX. LIMESTONE 13' 6" RETURN REGISTER 1240 - 1249 FIFTH NEW YORK, NY D aw g No D awn y P N D a g T e NYC D B- SCAN b k Sea & S na u 226 W 26TH STREET, NEW YORK, NY IN ASSOCIATION TERENCE CARDINAL HEALTH CARE ACHESON DOYLE ARCHITECTS, 101 N. CLINTON SUITE 300 SYRACUSE, NY DALPOS ARCHITECTS & INTEGRATORS 50 BROADWAY HAWTHORNE, OLA CONSULTING ENGINEERS ARCHITECT: MEPFP ENGINEER: 8 WEST 38TH STREET, NEW YORK, NY OLD STRUCTURES ENGINEERING, STRUCTURAL ENGINEER: 90 BROAD STREET, NEW YORK, NY LIGHTCRAFT LIGHTING DESIGN: 165 BROADWAY, 22ND NEW YORK, NY TCC RENOVATIONS HOSPITAL LOBBY RENOVATION TB 81817.05 02/14/20 A-331.00 ELEVATIONS SECTIONS DD Submission 95% CD Submission 100% CD Submission 1 ENTRY VESTIBULE / RECEPTION LOBBY SECTION LOOKING NORTH PAINT EX. PLASTER CEILING - SEE SPEC PAINTED PLASTER CORNICE TO MATCH EXISTING STRUCTURE ABOVE - SEE LIGHTING DWGS MARBLE INFILL ST2 OPTICAL TURNSTILESEXIT SIGN EXISTING MARBLE EXISTING MARBLE PILASTER 8' 11"DRAWINGS +/3" +/11' 4" PATCH MARBLE - SEE SPEC PATCH MARBLE - SEE SPEC A-630.00PAINT REBUILT PLASTER CORNICE CUSTOM LIGHT RING SUPPORTED FROM STRUCTURE ABOVE - SEE LIGHTING DWGS FRAMED PICTURES CAMERA EX. MARBLE PANEL TO REMAIN (TYP. U.O.N.) +/3" +/11' 4" -CENTER LINE CONCEALED SPRINKLER HEAD ON PILASTER (TYP.) - SEE SPRINKLER DWGSA-332.00 1/2" = 1'-0" 1 LOBBY SECTION LOOKING SOUTH A-332.00 1/2" = 1'-0" 2 LOBBY SECTION LOOKING NORTH LOBBY SECTION CLEAN EX. GUASTAVINO TILE AND STONE CEILING (TYP.) PENDANT LIGHTING (TYP. OF 2). LOCATE NEW PENDANT FIXTURE TO BE MOUNTED IN EXISTING LOCATION - SEE LIGHTING DWGS ALUM WINDOW WITH APPLIED FILM AT-A-531.00 AUTOMATIC SWING OPERATOR - SEE SPEC BALANCED DOORSSEE SPEC SCRAPE AND CLEAN, ELECTROSTATICALLY PAINT EXISTINGSCRAPE, CLEAN, AND ELECTROSTATICALLY - REMOVE PAINT AND CLEAN EX. LIMESTONE 13' BOLLARD - SEE SPEC JOINT SEALANTS (AT BOTH ENDS) AT NEW CAST STONE LINTEL - SEE STRUC DWGS BOLLARD - SEE SPEC 110B SPOT LIGHTING (TYP. OF 2)LIGHTING DWGS LINEAR LIGHT - SEE LIGHTING DWGS AUTOMATIC SWING- SEE SPEC 1st Floor 0' - 0" 2nd Floor 16' - 0"SEE SPEC BALANCED DOOR NEW MASONRY COATING - SEE SPEC GRANITE LANDING AND STEPS - SEE STRUC. DWGS EX. LIMESTONE (TYP.)SEE SPEC REPAIR LIMESTONE AT PLANTER REMOVAL - SEE SPEC A-331.00 A-331.00 FRAME - SEE SPEC SCRAPE, CLEAN, AND ELECTROSTATICALLY PAINT EXISTING METAL GRILLE - SEE AUTO DOOR OPENER BOLLARD (110A) - SEE SPEC LEAF LEAF RECEPTION DESK BY OWNER. (DOOR 110B) A-530.00 1240 1249 FIFTH AVENUE NEW YORK, NY 10029 D N y D T NYC B D226 W 26TH STREET, 5TH FLOOR NEW YORK, NY 10001 TERENCE CARDINAL COOKE HEALTH CARE CENTER ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 101 N. CLINTON STREET SUITE 300 SYRACUSE, NY 13202 DALPOS ARCHITECTS & INTEGRATORS 50 BROADWAY HAWTHORNE, NY 10532 OLA CONSULTING ENGINEERS MEPFP ENGINEER: 8 WEST 38TH STREET, SUITE 501 NEW YORK, NY 10018 OLD STRUCTURES ENGINEERING, P.C. STRUCTURAL ENGINEER: 90 BROAD STREET, #1501 NEW YORK, NY 10004 LIGHTCRAFT LIGHTING DESIGN: 165 BROADWAY, 22ND FLOOR NEW YORK, NY 10006 TCC RENOVATIONS HOSPITAL WING A LOBBY RENOVATION 1/2" = 1'-0" CK/MB 81817.05 02/14/20 A-330.00 ELEVATIONS AND SECTIONS DD Submission 95% CD Submission 11/01/19 01/31/20 100% CD Submission 02/14/20 1'-0" VESTIBULE SECTION LOOKING EAST SCALE: A-330.00 1/2" 1'-0" ENTRY VESTIBULE SECTION LOOKING WEST 1'-0" ELEVATION 6 6" NEW CAST-STONE LINTEL TO SEE STRUC DRAWINGS EX. STONE LINTEL SCRAPE. CLEAN, AND ELECTROSTATICALLY PAINT EXISTING SCRAPE, CLEAN, AND TRANSOM WINDOW FRAME. SEE SPEC. SEE LIGHTING DRAWINGS. FASTEN TO CAST STONE LINTEL ABOVE DOOR STOP DOOR SPEC BALANCED DOORS AS SCHEDULED, SEE SPEC AUTOMATIC SWING OPERATOR SEE SPECTT1 (TYP.) TT2 (TYP.) LASER JET CUT TILES (TYP.) CENTER OF ELLIPSE THINNER LINE REPRESENTS 1/16" JOINT, TYP. 1/8" JOINT, TYP. 1240 1249 FIFTH AVENUE NEW YORK, NY 10029 226 W 26TH STREET, 5TH FLOOR NEW YORK, NY 10001 IN ASSOCIATION WITH TERENCE CARDINAL COOKE HEALTH CARE CENTER ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 101 N. CLINTON STREET SUITE 300 SYRACUSE, NY 13202 DALPOS ARCHITECTS & INTEGRATORS 50 BROADWAY HAWTHORNE, NY 10532 OLA CONSULTING ENGINEERS ARCHITECT: MEPFP ENGINEER: 8 WEST 38TH STREET, SUITE 501 NEW YORK, NY 10018 OLD STRUCTURES ENGINEERING, P.C. STRUCTURAL ENGINEER: 90 BROAD STREET, #1501 NEW YORK, NY 10004 LIGHTCRAFT LIGHTING DESIGN: 165 BROADWAY, 22ND FLOOR NEW YORK, NY 10006 TCC RENOVATIONS HOSPITAL WING A LOBBY RENOVATION SCALE: A-531.00 1 1/2" = 1'-0" 3 ENTRY DOOR HEADER DETAIL SCALE: A-531.00 1/2" = 1'-0" 5 LOBBY ELLIPSE TILE DETAIL (1 QUADRANT SHOWN, TYP. OF 4) EX. SCRAPE. ELECTROSTATICALLY METAL GRILLE. SCRAPE, ELECTROSTATICALLY TRANSOM WINDOW FRAME. EX. FIN. FLOOR EX. GRANITE BASE LINE OF NEW GWB PARTITION AT WINDOW TYPE B. BLACK. SEE CONST. PLAN A-130 LOBBY H-108 NURSE STATION H-130 30" LENGTH RADIATOR PAINTED MATTE BLACK SEE MECH DWGS DECORATIVE METAL GRILLE SEE SPEC MARBLE BASE INFILL 1/8" SHEET METAL PANEL WITH MATTE BLACK FINISH NEW PARTITION SHELVING, CABINETRY, AND EQUIPMENT TO BE REMOVED AND NURSE STATION PARTITION AS SCHEDULED MECH DUCT ABOVE SEE MECH MECH PLENUM BOX ABOVE SEE LINE OF WALL A-903.00 A-903.00 OPEN A-532.00 SCALE: A-531.00 1 1/2" 3 ENTRY DOOR SCALE: A-531.00 3/4" = 1'-0" 1 VESTIBULE SECTION SCALE: A-531.00 3/4" = 1'-0" 2 LOBBY GRILLE SECTION SCALE: A-531.00 1 1/2" 4 LOBBY GRILLE SECTION AT LOBBY GRILLE SECTION AT ENTRY DOOR HEADER EXTERIOR ELEVATION LOBBY & VESTIBULE SECTION EXISTING VESTIBULE PHOTOS
16 DN JAN CL H-169 2 BED ROOM H-152 TOILET H-152A ELEC H-149 ELEV #2 ELEV #1 CORRIDOR H-163 CORRIDOR H-187 2 A-330.00 A-330.00 SIDEWALK BY OWNER. OPENER SPEC TERRAZZO TILE TT2 (NOTE 1) TERRAZZO TILE TT2 (NOTE 1) TERRAZZO TILE TT2 (NOTE 1) TERRAZZO TILE TT2 (NOTE 1) TERRAZZO TILE TT1 (NOTE 1) TERRAZZO TILE TT2 (NOTE 1) TERRAZZO TILE TT2 (NOTE 1) TERRAZZO TILE TT2 (NOTE 1) TERRAZZO TILE TT2 (NOTE 1) 2 BED ROOM H-133 NURSE STATION H-130 ELEV #3 STAIR E JAN CL H-169 2 BED ROOM H-152 TOILET H-152A ELEC H-149 ELEV #2 ELEV #1 CORRIDOR H-127 CLEAN UTILITY H-150 ENTRY VESTIBULE H-110 CORRIDOR H-143 LOBBY H-108 CORRIDOR H-107 RECEPTION H-109 CORRIDOR H-163 (SEE FINISH SCHEDULE) (EX. RF) (SEE FINISH SCHEDULE) (EX. RF) (EX. RF) NEW GRANITE STEP AND LANDING EX. GRANITE AND TRAVERTINE FLOOR THIS ROOM (EX. RF) CORRIDOR H-187 VEST H-108A VEST H-108D VEST H-108C VEST H-108B NEW SIDEWALK BY OWNER. A-531.00 5 DN DN THINNER LINE REPRESENTS 1/16" JOINT, TYP. HEAVIER LINE REPRESENTS 1/8" JOINT, TYP. 1240 - 1249 FIFTH AVENUE NEW YORK, NY 10029 I ssue Dat e Dr a w ng No Dr a wn by Pr o ect No Sca Che Rev s ons Dr a w ng Ti e No NYC DOB Doc B- SCAN ob s cker Sea & S gnat ur e 226 W 26TH STREET, 5TH NEW YORK, NY 10001 IN ASSOCIATION WITH TERENCE CARDINAL HEALTH CARE CENTER ACHESON DOYLE PARTNERS ARCHITECTS, P.C. 101 N. CLINTON STREET SUITE 300 SYRACUSE, NY 13202 DALPOS ARCHITECTS & INTEGRATORS 50 BROADWAY HAWTHORNE, NY 10532 OLA CONSULTING ENGINEERS ARCHITECT: MEPFP ENGINEER: 8 WEST 38TH STREET, SUITE NEW YORK, NY 10018 OLD STRUCTURES ENGINEERING, P.C. STRUCTURAL ENGINEER: 90 BROAD STREET, #1501 NEW YORK, NY 10004 LIGHTCRAFT LIGHTING DESIGN: 165 BROADWAY, 22ND FLOOR NEW YORK, NY 10006 TCC RENOVATIONS HOSPITAL WING LOBBY RENOVATION TB 81817.05 02/14/20
ENLARGED PLANS FIRST FLOOR DD Submission 95% CD Submission 100% CD Submission SCALE: A-140.00 3/8" = 1'-0" 2 ENLARGED LOBBY FLOOR PATTERN PLAN
A-140.00
VESTIBULE ENTRANCE (RENDERING)
MAIN LOBBY (RENDERING)
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CUSTOM KITCHEN REDESIGN 04
Location: Barbados
YEAR: 2019
Software: SketchUp
Designing a kitchen renovation for my grandmother, who lives in Barbados, was both a professional and personal achievement. With my grandmother being an elderly woman, moving in and out of the existing kitchen was uncomfortable and not ideal. The design prioritized accessibility and a more spacious layout, as opposed to the previous congested design. Relocating the refrigerator and removing the cabinetry that subdivided the kitchen and dining space were the basis for the design. I provided millwork design and finishes to Smart Kitchen, a kitchen manufacturer in Barbados who did the installation.
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DESIGN RENDERINGS
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EXISTING
PHOTOS
20 INSTALLATION PROGRESS INSTALLATION PROGRESS INSTALLATION PROGRESS
21 DEMOLITION OF EXISTING CABINETRY INSTALLATION OF NEW CABINETRY COMPLETED INSTALLATION OF NEW DESIGN COMPLETED INSTALLATION OF NEW DESIGN
Bellevue Men’s Shelter 05
Location: New York, NY
YEAR: 2016
Software: AutoCAD
The Bellevue Men’s Shelter is New York City’s largest homeless men’s shelter accommodating approximately 850 men per night. The building opened in 1933 and initially housed the psychiatric ward of the Bellevue Hospital before becoming the homeless shelter it is today in 1984 once the psychiatric ward moved into the new Bellevue Hospital next door.
Bellevue was a major project for the firm given the political ramifications and scope. Inspections have shown the building to have multiple unsafe conditions and safety violations. The scope of this project includes restoration and renovation of the building’s facades and cornices, including brick, limestone, and terra cotta replacements, as well as a full replacement of roof and drainage systems.
TITLE SHEET
22 NTS
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– NORTH EAST VIEW MEN’S SHELTER EXISTING CONDITIONS PHOTOS
#4 – SOUTH CENTER VIEW THE CITY OF NEW YORK DEPARTMENT OF DESIGN AND CONSTRUCTION ACHESON DOYLE PARTNERS ARCHITECTS, P.C. BELLEVUE MEN’S SHELTER 9/18/2017
PHOTO
#2
PHOTO
– NORTH CENTRAL VIEW
#2 – NORTH EAST VIEW THE CITY OF NEW YORK DEPARTMENT OF DESIGN AND CONSTRUCTION ACHESON DOYLE PARTNERS ARCHITECTS, P.C. BELLEVUE MEN’S SHELTER 9/18/2017 NTS EXISTING CONDITIONS PHOTOS PHOTOS PHOTO #3 – EAST CENTRAL VIEW PHOTO #4 – SOUTH CENTER VIEW THE CITY OF NEW YORK DEPARTMENT OF DESIGN AND CONSTRUCTION BELLEVUE MEN’S SHELTER EXISTING ELEVATION NORTH ELEVATION - EXISTING A SCALE: NTS DETERIORATED EXISTING WINDOWS (TYP.) DAMAGED PARAPET “WASHED OUT” L.S. WATER TABLE JOINTS WORN BRICK JOINTS WORN BRICK JOINTS DAMAGED T.C. CORNICE WORN BRICK JOINTS WORN LIMESTONE JOINTS EFFLORESCENCE STAINING, TYP- SEE PHOTO AT LEFT DAMAGED EXISTING ROOFING RUSTED CAST IRON PANEL (TYP.) DAMAGED T.C. CORNICE (TYP.) CRACKED BRICK MASONRY (TYP.) ELEVATION NOT IN CONTRACT DAMAGED EXISTING ROOFING DAMGED TERRACOTTA (T.C) CORNICE (TYP) A “WASHED OUT” L.S. WATER TABLE JOINTS BELLEVUE MEN’S SHELTER NORTH ELEVATION – PROPOSED A SCALE: NTS INSTALL NEW WINDOWS (TYP.) NEW MASONRY PARAPET RESTORE L.S. WATERTABLE RESTORE BRICK MASONRY RESTORE L.S. WATERTABLE RESTORE BRICK MASONRY RESTORE T.C. CORNICE RESTORE BRICK MASONRY RESTORE LIMESTONE RESTORE CAST IRON PANEL RESTORE CRACKED BRICK MASONRY NEW CLAY TILE ROOFING RECONSTRUCT EXTERIOR MASONRY WALL AND REPAIR STEEL STRUCTURE ELEVATION NOT IN CONTRACT NEW CLAY TILE ROOFING A THE CITY OF NEW YORK DEPARTMENT OF DESIGN AND CONSTRUCTION ACHESON DOYLE PARTNERS ARCHITECTS, P.C. BELLEVUE MEN’S SHELTER 9/18/2017 PROPOSED ELEVATIONS NTS WEST ELEVATION – SECTION THROUGH BUILDING B SCALE: NTS EAST ELEVATION – SECTION THROUGH BUILDING C SCALE: NTS INSTALL NEW WINDOWS (TYP.) NEW CLAY TILE ROOFING NEW MASONRY PARAPET RESTORE T.C. CORNICE RESTORE BRICK MASONRY RESTORE L.S. WATERTABLE RESTORE BRICK MASONRY RESTORE L.S. WATERTABLE RESTORE BRICK MASONRY RESTORE LIMESTONE(L.S.) RECONSTRUCT EXTERIOR MASONRY WALL AND REPAIR STEEL STRUCTURE ELEVATIONS NOT IN CONTRACT NEW CLAY TILE ROOFING RESTORE CRACKED BRICK MASONRY B C THE CITY OF NEW YORK DEPARTMENT OF DESIGN AND CONSTRUCTION ACHESON DOYLE PARTNERS ARCHITECTS, P.C. BELLEVUE MEN’S SHELTER 9/18/2017 EXISTING ELEVATIONS NTS EAST ELEVATION D SCALE: NTS CUT T.C. CORNICE DAMAGED EXISTING ROOFING DETERIORATED PARAPET “WASHED OUT” L.S. WATERTABLE JOINTS WORN BRICK JOINTS WORN BRICK JOINTS WORN BRICK JOINTS WORN LIMESTONE JOINTS CRACKED BRICK MASONRY (TYP.) ELEVATIONS NOT IN CONTRACT D “WASHED OUT” L.S. WATERTABLE JOINTS EXISTING CONDITIONS EXISTING CONDITIONS EXISTING CONDITIONS EXISTING CONDITIONS
PHOTO
#1
PHOTO
24 THE CITY OF NEW YORK DEPARTMENT OF DESIGN AND CONSTRUCTION ACHESON DOYLE PARTNERS ARCHITECTS, P.C. MATERIALS EXISTING LIMESTONE 1 SCALE: NTS EXISTING LIMESTONE 2 SCALE: NTS PROPOSED LIMESTONE (IN KIND ) 2 SCALE: NTS EXISTING TERRA COTTA 1 SCALE: NTS PROPOSED TERRACOTTA CORNICE (IN KIND) 2 SCALE: NTS THE CITY OF NEW YORK DEPARTMENT OF DESIGN AND CONSTRUCTION ACHESON DOYLE PARTNERS ARCHITECTS, P.C. BELLEVUE MEN’S SHELTER 9/18/2017 EXISTING CONDITIONS PHOTOS
PHOTO #7 – EXISTING DOOR CONDITION
THE CITY OF NEW YORK DEPARTMENT OF DESIGN AND CONSTRUCTION ACHESON DOYLE PARTNERS ARCHITECTS, P.C. BELLEVUE MEN’S SHELTER 9/18/2017 NTS MATERIALS DOUBLE HUNG WINDOWS(MULLED) TO MATCH ORIGINAL EXISTING WINDOWS PROPOSED ELEVATION 1 SCALE: NTS TYPICAL PROPOSED WINDOW 2 SCALE: NTS EXISTING ORIGINAL WINDOW 3 SCALE: NTS DECORATIVE METAL PANEL WINDOW EXTENDS BEYOND BRICK ARCH NEW MULLION TO MATCH COLOR AND PROFILE Giants Engineering JFK&M Consulting Accu-Cost Construction Berzak Schoen Consultants, Jablonski Building Starr Whitehouse ZI Engineering, P.C. SEAL & SIGNATURE REVISIONS: DRAWING TITLE: BELLEVUE MEN'S ROOF REPLACEMENT DEPARTMENT OF HOMELESS FOR THE: PROJECT 400 EAST 30TH NEW YORK, NUMBER HH112BLRR CAPITAL PROJECT NUMBER:
PHOTO #8 – EXISTING WINDOW AND BRICK CONDITION
The roof project for Bellevue was completed and filed as a separate package from the overall facade restoration package. This consisted of repairs and reconstruction of approximately 31 roofs, with varying roofing types and existing conditions needing to be addressed.
25 RIGID INSULATION CONFIGURATIONS, CUTTING, FOLDING, AND LAPPING TECHNIQUES. Giants Engineering JFK&M Consulting Group Accu-Cost Construction Consultants Berzak Schoen Consultants, Ltd. Jablonski Building Conservation ZI Engineering, P.C. BELLEVUE MEN'S SHELTER ROOF REPLACEMENT 400 EAST 30TH STREET NEW YORK, NY HH112BLRR CAPITAL PROJECT NUMBER: HH112BLRR JUNE 5, MG,MB A2 B1 X BB R X B1 X J A1 B D H O A1 H D O B A1 O D H D O D O B A1 O D H D O D O Giants Engineering JFK&M Consulting Group Accu-Cost Construction Consultants Berzak Schoen Consultants, Ltd. Jablonski Building Conservation Starr Whitehouse ZI Engineering, P.C. PROJECT NO: BELLEVUE MEN'S SHELTER ROOF REPLACEMENT DEPARTMENT OF HOMELESS SERVICES FOR THE: 400 EAST 30TH STREET NEW YORK, NY HH112BLRR CAPITAL PROJECT NUMBER: HH112BLRR JUNE 5, 2017 TB MG,MB 13
Giants Engineering JFK&M Consulting Accu-Cost Construction Berzak Schoen Consultants, Jablonski Building Starr Whitehouse ZI Engineering, P.C. SEAL & SIGNATURE REVISIONS: DRAWING TITLE: BELLEVUE ROOF REPLACEMENT DEPARTMENT OF HOMELESS FOR THE: PROJECT 400 EAST 30TH NEW YORK, NUMBER HH112BLRR CAPITAL PROJECT NUMBER:
SKETCH OF TEMPORARY CONSTRUCTION LAYOUTS TO HOUSE RESIDENTS DURING PHASES OF WORK
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As a result of the implications the facade reconstruction work would have on the interior of the building, residents needed to be relocated according to the areas of construction. I led the design efforts of this phase of the project while presenting the schematic designs to clients and being approved with the layouts. With this being a homeless men’s shelter to remain open while under construction, certain wings and floors of the building needed to be refitted and designed to house the residents during the phases of work.
SKETCHES OF TEMPORARY CONSTRUCTION LAYOUTS TO HOUSE RESIDENTS DURING PHASES OF WORK
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JFK&M Consulting Accu-Cost Construction SEAL & SIGNATURE REVISIONS: DRAWING TITLE: BELLEVUE SWING SPACE DEPARTMENT OF HOMELESS FOR THE: PROJECT 400 EAST 30TH NEW YORK, NUMBER HH112BLRR CAPITAL PROJECT NUMBER: NOT FOR CONSTRUCTION
Creston Public Library 06
Location: Creston, IL
YEAR: 2022
Software: Revit, EnScape
The village of Creston had the desire to bring a new library to the area to serve the population of Dement Township, the Village of Creston, Illinois, and surrounding areas. With an increased number of visitors every month at the existing location, the new building is designed to meet both the current and future needs of the community. The project included a brand new 7,600 sq. Ft. Library including a children’s area, adult area, study rooms, and meeting rooms. I worked directly with the project architect on creating the full drawing set for cost estimating.
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29 Level 1 100' -0" TRUSS BEARING 112' -4 1/2" T.O. Footing 96' -0" T.O. ROOF RIDGE 124' -0" 2 1 3 SILL 103' -3" MEZZANINE LEVEL 109' -6" CHILDREN'S SERVICES 113 WOMEN 107 MECHANICAL 201 4'-0"3'-3"6'-3"2'-10 1/2"11'-7 1/2" 24'-0" 36'-0" 35'-4" 3 A403 A501 3 A501 1 2.5 0 3.2 A513 4 T.O. MASONRY SEE STRUCTURAL TRUSSES -SEE STRUCTURAL CONT. RIDGE VENT Level 1 100' -0" TRUSS BEARING 112' -4 1/2" T.O. Footing 96' -0" T.O. ROOF RIDGE 124' -0" A B C D E SILL 103' -3" MEZZANINE LEVEL 109' -6" F Level 100' -0" TRUSS BEARING 112' -4 1/2" T.O. Footing 96' -0" T.O. ROOF RIDGE 124' -0" SILL 103' -3" MEZZANINE LEVEL 109' -6" 4'-0"3'-3"6'-3"2'-10 1/2"11'-7 1/2" A502 CONT. RIDGE VENT TYP. ROOF ASSEMBLY C.8 2'-8 1/2" A512 4 A512 1 TYPICAL ROOF ASSEMBLY WOOD FRAMING -SEE STRUCTURAL 2'-4 7/8" F.O. BLOCKING CONT. RIDGE VENTING EAST-WEST BUILDING SECTION NORTH-EAST BUILDING SECTION EAST-WEST BUILDING SECTION @ ENTRY SCALE: 1/2" = 1'-0" SECTION AT GABLE ROOF TRUSS BEARING 112' -4 1/2" T.O. ROOF RIDGE 124' -0" 2 1 3 SILL 103' -3" MEZZANINE LEVEL 109' -6" CHILDREN'S SERVICES 113 WOMEN 107 MECHANICAL 201 4'-0"3'-3"6'-3"2'-10 1/2"11'-7 1/2" 24'-0" 36'-0" 35'-4" 3 A403 A501 3 A501 1 2.5 0 3.2 A513 4 T.O. MASONRY SEE STRUCTURAL TRUSSES -SEE STRUCTURAL CONT. RIDGE VENT Level 100' -0" TRUSS BEARING 112' -4 1/2" T.O. Footing 96' -0" T.O. ROOF RIDGE 124' -0" SILL 103' -3" MEZZANINE LEVEL 109' -6" ADULT SERVICES 108 CHILDREN'S SERVICES 113 11'-7 1/2" 2'-10 1/2" 6'-3" 3'-3" 4'-0" 24'-0" 4 A513 A503 7 SIM. 2 1 3 4'-0"3'-3"6'-3"2'-10 1/2"11'-7 1/2" 2.5 0 3.2 CONT. RIDGE VENT C.8 2 A502 2'-8 1/2" 13'-7" A512 4 A512 1 TYPICAL ROOF ASSEMBLY WOOD FRAMING -SEE STRUCTURAL CONT. RIDGE VENTING EAST-WEST BUILDING SECTION SCALE: 1/8" = 1'-0" 3 NORTH-EAST BUILDING SECTION EAST-WEST BUILDING SECTION @ ENTRY SCALE: 1/2" = 1'-0" SECTION AT GABLE ROOF Level 1 100' -0" TRUSS BEARING 112' -4 1/2" T.O. Footing 96' -0" T.O. ROOF RIDGE 124' -0" 1 SILL 103' -3" MEZZANINE LEVEL 109' -6" CHILDREN'S SERVICES 113 4'-0"3'-3"6'-3"2'-10 1/2"11'-7 1/2" 24'-0" 36'-0" 3 A403 A501 1 0 A513 4 RIDGE VENT C D E F 1 A403 2 A403 11'-7 1/2" 4 A513 Level 1 100' -0" TRUSS BEARING 112' -4 1/2" T.O. Footing 96' -0" T.O. ROOF RIDGE 124' -0" 2 1 SILL 103' -3" MEZZANINE LEVEL 109' -6" 3 A403 ADULT SERVICES 108 4'-0"3'-3"6'-3"2'-10 1/2"11'-7 1/2" A502 1 0 TRUSSES -SEE STRUCTURAL CONT. RIDGE VENT TYP. ROOF ASSEMBLY C C.3 C.8 A512 3 2 A502 2'-8 1/2" 13'-7" 2'-8 1/2" A512 4 A512 1 A512 1 TRUSS BEARING 112' - 4 1/2" TYPICAL ROOF ASSEMBLY WOOD FRAMING -SEE STRUCTURAL 3 A503 METAL FLASHING STEEL BEARING 112' - 1 1/2" 2'-4 7/8" 2'-4 3/4" F.O. BLOCKING F.O. BLOCKING CONT. RIDGE VENTING PREFINISHED METAL GUTTER PROJECT NUMBER DESCRIPTION DATE NO. REVISION FOR: ISSUED FOR: SEAL MILWAUKEE | MADISON | TUCSON | CHICAGO A403 182836 TB SK CRESTON-DEMENT PUBLIC LIBRARY W CEDARHOLM ST & N MAIN ST CRESTON, IL 60113 Creston-Dement Public Library Kristi Scherer 107 S MAIN ST CRESTON, IL 60113 BUILDING SECTIONS ISSUED FOR BID 03/10/2023 SCALE: 1/2" = 1'-0" 4 SECTION AT GABLE ROOF Level 1 100' -0" TRUSS BEARING 112' -4 1/2" T.O. Footing 96' -0" T.O. ROOF RIDGE 124' -0" 2 1 3 SILL 103' -3" MEZZANINE LEVEL 109' -6" CHILDREN'S SERVICES 113 WOMEN 107 MECHANICAL 201 4'-0"3'-3"6'-3"2'-10 1/2"11'-7 1/2" 24'-0" 36'-0" 35'-4" 3 A403 A501 3 A501 1 2.5 0 3.2 A513 4 T.O. MASONRY SEE STRUCTURAL TRUSSES -SEE STRUCTURAL CONT. RIDGE VENT Level 1 100' -0" TRUSS BEARING 112' -4 1/2" T.O. Footing 96' -0" T.O. ROOF RIDGE 124' -0" A B C D E SILL 103' -3" MEZZANINE LEVEL 109' -6" F 1 A403 2 A403 ADULT SERVICES 108 CHILDREN'S SERVICES 113 11'-7 1/2" 2'-10 1/2" 6'-3" 3'-3" 4'-0" 24'-0" A503 1 4 A513 A503 7 SIM. Level 100' -0" TRUSS BEARING 112' -4 1/2" T.O. Footing 96' -0" T.O. ROOF RIDGE 124' -0" 2 1 3 SILL 103' -3" MEZZANINE LEVEL 109' -6" 3 A403 ADULT SERVICES 108 FOYER 101 VESTIBULE 100 4'-0"3'-3"6'-3"2'-10 1/2"11'-7 1/2" 2.5 A502 1 0 3.2 4 A403 A502 2 TRUSSES -SEE STRUCTURAL CONT. RIDGE VENT TYP. ROOF ASSEMBLY C.8 2'-8 1/2" 13'-7" A512 4 A512 1 TYPICAL ROOF ASSEMBLY WOOD FRAMING -SEE STRUCTURAL 2'-4 7/8" F.O. BLOCKING CONT. RIDGE VENTING SCALE: 1/8" = 1'-0" 1 EAST-WEST BUILDING SECTION SCALE: 1/8" = 1'-0" 3 NORTH-EAST BUILDING SECTION SCALE: 1/8" = 1'-0" 2 EAST-WEST BUILDING SECTION @ ENTRY SCALE: 1/2" = 1'-0" 4 SECTION AT GABLE ROOF
30 Level 1 100' -0" TRUSS BEARING 112' -4 1/2" T.O. Footing 96' -0" 1 WALL ASSEMBLY 1 STOREFRONT GLAZING SYSTEM A510 9 A510 4 1 4 12 0 10'-0" R.O. 0" 6'-4" 8" SLOPED ACT CEILING SEE RCP GYPSUM CEILING SEE RCP A512 2 SIM TYPICAL SLAB CONSTRUCTION CEMENT BOARD SOFFIT BACK OF BLOCKING CL 6" END OF STEEL TUBE SEE STRUCTURAL METAL END CAP ON TUBE ENCLOSURE BRAKE METAL ENCLOSURE AROUND BEAM TYPICAL ROOF ASSEMBLY A503 7 SIM. 7 A503 SIM. @ STONE SOFFIT JOINT Level 100' -0" TRUSS BEARING 112' -4 1/2" T.O. Footing 96' -0" SILL 103' -3" 3.2 4 A403 10'-4" 4'-2 1/2" 14'-6 1/2" A512 2 CEMENT BOARD SOFFIT ON 1X FURRING A510 4 SIM. A510 9 SIM. 1 4 12 BRAKE METAL OVER SLIP SHEET & 3/4" PLYWOOD ON STEEL COLUMN STONE VENEER OVER WRB ON STRUCTURAL COLUMN BRAKE METAL ENCLOSURE AROUND BEAM CL 6" BACK OF BLOCKING END OF STEEL TUBE SEE STRUCTURAL METAL END CAP ON TUBE ENCLOSURE CL 5" TYPICAL ROOF ASSEMBLY WALL ASSEMBLY 1 BOOK DROP EXTEND INSULATION AND BARRIER UP TO BOTTOM OF DECK A503 7 SIM. STOREFRONT GLAZING SYSTEM PROJECT NUMBER DRAWN BY CHECKED BY DESCRIPTION NO. REVISION FOR: ISSUED FOR: SEAL MILWAUKEE | MADISON A502 CRESTON-DEMENT PUBLIC LIBRARY W CEDARHOLM ST & CRESTON, IL 60113 Creston-Dement Public Kristi Scherer 107 S MAIN ST CRESTON, IL 60113 WALL SECTIONS ISSUED FOR BID SCALE: 3/4" = 1'-0" 1 SECTION AT WEST ENTRY SCALE: 3/4" = 1'-0" 2 SECTION AT EAST ENTRY
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Elements Fitness Studio 07
Location: New York, NY
YEAR: 2018
Software: AutoCAD, SketchUp
Elements Fitness is a health and fitness brand that combines barre, dance, and stretch into total body fusion workouts. With one studio currently residing in East Hampton, NY the company was interested in opening another studio in the Upper East Side of Manhattan. The existing 2nd-floor location was designed to include a reception area with retail space for company apparel, an office, a break room for instructors, a secondary office with the flexibility of being used as a studio, and the main studio. The main studio is an open fitness area including light weights, floor mats, barres, and wall-hung mirrors along with features from the company’s existing studio.
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33 DN DN
RECEPTION (RENDERING)
STUDIO (RENDERING)
OFFICE (RENDERING)
RETAIL / RECEPTION (RENDERING)
Enclosure
Location: New York, NY
YEAR: 2019
Software: SketchUp
For this project, ADP was asked to develop a few conceptual designs for a lockers area enclosure on Liberty Island. The client’s goal was to present a conceptual design to the National Park Service as an alternative to what has been installed currently on site. The designs aimed to provide weather protection for visitors, while allowing clear visibility of the lockers from the exterior of the enclosure.
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08
Public’s Stadium Garden (Thesis Project) 09
Location: St. Louis, MO
YEAR: 2016
Software: Rhino, VRay, AutoCAD, Illustrator, Photoshop
This thesis focused on rethinking the urban stadium and its place in relation to the city. The project featured a redesigning of the existing Edward Jones Dome in St. Louis, Missouri for a new MLS franchise while also serving as a public park for the community’s use on non-game days. Rather than having the stadium sit awkwardly within the city, left empty most days, this thesis intends to rethink how this space can be utilized daily, connecting fragments of space and linking different parts of the city together for an ‘open’ stadium that can lure new groups of people to the neighborhood.
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37 131 HOME BACKGROUND RESEARCH SITE DESIGN APPENDIX GOALS Public’s Stadium Garden 130 St. Louis, Missouri
There is a common stadium problem in the world nowadays as many stadiums are heavily funded by the public, yet members of the community can only inhabit the venues on game day or event day. This should be challenged and rather than having the stadium sit empty on most days, we should rethink how the space can be utilized daily. By integrating a renovated stadium with the city and implementing parks and green spaces, the community’s daily use of the stadium is facilitated.
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42 ARCHITECTURE PORTFOLIO 2023 TREVOR CHRISTOPHER BLENMAN TCBLENMAN710@GMAIL.COM
