Yiyang Min
Selected Works
2013-2023
843 E Edgemont Ave, Phoenix, AZ 85006 314.724.0094 yiyangmin@gmail.com
Sacramento
CONTENTS Front/Back & Day/Night Reversal West Elm Projects Glitch in the Oblivion Technology+Tectonic Hershey Park Chocolatetown Camouflage School Works Professional Practice 05 03 04 06 07 02 08 09 10 Urban Mixed-use Complex Tenant Improvement Reimage Housing Self-supporting Structure Theme Park Expansion Riverlands Avian Observatory
Aquarium Predator of the Deep
Spring - Concourse Modernization
Georgia
Colorado
international airport dedicated pedestrian walkway McCormick-Stillman Railroad Park 01 Aquarium Renovation
Renovation
New Walkway Connection Railroad Park Roundhouse Design
Airport
Airport
Colorado Spring - Concourse Modernization
Project Year: 2022
Location: Colorado Spring, CO
Responsibility: Schematic Design to Construction Documentation
The scope of work of this project includes renovation of the existing airport concourse passenger level. Remodeling holding room, concession space, restroom, lounge and circulation space.
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5 CONNECTION TO STUD FRAMING ABOVE NOTE: SECURITY SCREENING FOR RETAIL SPACE NOT IN CONTRACT SEE STRUCTURAL FOR AVAILABLE ATTACHMENT LOCATIONS FOR FUTURE SCREEN SUPPORT STRUCTURE N 3/8" PAINTED STEEL PLATE SEE STRUCTURAL FOR CONNECTION TO STUD FRAMING ABOVE 2" REVERSE CHANNEL ALUMINUM LETTERING, INTERNALLY ILLUMINATED (2 SIGNS AT RETAIL ZONE) A.F.F. C4 11' -4" 2'-0" 3" 10' - 0" 4'-6" BACKSTAGE NOIR LAY-IN IN-FILL PANEL "BLACK" ARMSTRONG WOODWORKS LINEAR TEGULAR HORIZONTAL PLANKS AS SCHEDULED 3/4" PLY-WOOD BACKING PAINTED "BLACK" METAL STUD FRAMING W/ 3/4" PLY'WD. PAINTED TYP. @ LIGHT COVE ENLARGED RCP VARIES SEE NEW LINEAR DIFFUSER SEE MECH. CEILING BY TENANT 6" A.F.F. C1 15' -7 1/2" METAL STUD SOFFIT FRAMING BASED TO EXIST. STRUCTURE SEE STRUCT. EXIST. PRECAST STRUCTURE 3-5/8" METAL STUD WALL W/ 5/8" GYP. BD. ONE SIDE 5/8" 1'-6 3/4" NOTE: SECURITY SCREENING FOR RETAIL SPACE NOT IN CONTRACT SEE STRUCTURAL FOR AVAILABLE ATTACHMENT LOCATIONS FOR FUTURE SCREEN SUPPORT STRUCTURE PANEL "BLACK" A.F.F. C1 10' -0" N A.F.F. C2 11' -6" 2'-6" 6" 9' - 4" 12' - 1 3/4" REMOVE AND REPLACE PORTION OF EXIST. FRAMING FINISHES TO ACCOMMODATE NEW CONSTRUCTION 3-5/8" METAL STUD WALL W/ 5/8" GYP. BD. ONE SIDE EXIST. TO REMAIN METAL SOFFIT FRAMING number chkd drawn job # issue revision description seal issue revision date: FOR PERMIT A-251A RCP DETAILS SMK SF 141-08 PERMIT SUBMITTAL03/31/2023 3/4" = 1'-0" 2 NORTH RETAIL SOFFIT 3/4" = 1'-0" 3 NORTH F & B SOFFIT 3/4" = 1'-0" 5 AMENITY ZONE SOFFIT 3/4" = 1'-0" 6 SOFFIT DETAIL AT HOLDROOM 10 NOT FOR CONSTRUCTION NEW ELECTROCHROMIC GLAZING SYSTEM, EXISTING EXTERIOR WALL AND FURRING TO REMAIN TO BE INSTALLED IN FUTURE PHASE N A.F.F. C2 11' -6" A.F.F. C4 11' -4" 2" AXIOM TRANSITION TRIM 2'-6" 4'-6" NEW LINEAR DIFFUSER SEE MECH. 6" METAL SOFFIT FRAMING AS REQUIRED EXISTING PRECAST STRUCTURE 3/4" PLY-WOOD BACKING PAINTED "BLACK" ARMSTRONG WOODWORKS LINEAR TEGULAR HORIZONTAL PLANK AS SCHEDULED BACKSTAGE NOIR LAY-IN IN-FILL PANEL "BLACK" 6" REMOVE AND REPLACE PORTION OF EXIST. TO ACCOMODATE NEW CONSTRUCTION N 2'-6" 4'-6" 3" 6" A.F.F. C2 11' -6" A.F.F. C4 11' -4" 2" AXIOM TRANSITION TRIM NEW LINEAR DIFFUSER SEE MECH. METAL SOFFIT FRAMING EXISTING PRECAST STRUCTURE MTL. STUD FRAMING W/ 3/4" PLY'WD. PAINTED TYP. @ LIGHT COVE ARMSTRONG WOODWORKS LINEAR TEGULAR HORIZONTAL PLANK AS SCHEDULED BACKSTAGE NOIR LAY-IN IN-FILL PANEL "BLACK" 3/4" PLY-WOOD BACKING PAINTED "BLACK" 2'-0" 10" 3-5/8" METAL STUD WALL W/ 5/8" GYP. BD. ONE SIDE A.F.F. C1 15' -7 1/2" NEW LINEAR DIFFUSER SEE MECH. A.F.F. C1 8' -0" N ARMSTRONG WOODWORKS LINEAR TEGULAR HORIZONTAL PLANK AS SCHEDULED MTL. STUD WALL AS SCHEDULED NEW LINEAR DIFFUSER SEE MECH. METAL SOFFIT FRAMING AS REQUIRED A.F.F. C1 8' -0" A.F.F. C4 11' -4" 2'-0" 1'-2 3/4" 7 1/4" 6" 1'-10" 2'-8" 3/4" PLY-WOOD BACKING PAINTED "BLACK" BACKSTAGE NOIR LAYIN -FILL PANEL "BLACK" MTL. STUD FRAMING W/ 3/4" PLY'WD. PAINTED TYP. @ LIGHT COVE 10" 1'-6 1/4" 4'-6" 3" A.F.F. C1 15' -7 1/2" N A.F.F. C1 11' -4" A.F.F. C2 11' -6" 2" AXIOM TRANSITION TRIM 6" 4'-1 1/4" EXIST. PRECAST CONC. EXIST. FRAMING METAL STUD SOFFIT FRAMING REMOVE AND REPLACE PORTION OF EXIST. TO ACCOMMODATE NEW CONSTRUCTION 3-5/8" METAL STUD WALL W/ 5/8" GYP. BD. ONE SIDE 6" A.F.F. C1 9' -6" NEW LINEAR DIFFUSER SEE MECH. METAL SOFFIT FRAMING AS REQUIRED P A.F.F. C4 10' -0" ARMSTRONG WOODWORKS LINEAR TEGULAR HORIZONTAL PLANKS AS SCHEDULED A.F.F. C2 11' -6" NEW LINEAR DIFFUSER SEE MECH. NEW ELECTROCHROMIC GLAZING SYSTEM, EXISTING EXTERIOR WALL AND FURRING TO REMAIN TO BE INSTALLED IN FUTURE PHASE 2" 4 EA. 1 1/2" CONDUIT 3'-6" BACKSTAGE NOIR LAY-IN IN-FILL PANEL "BLACK" METAL SOFFIT FRAMING AS REQUIRED 3/4" PLY-WOOD BACKING PAINTED "BLACK" 6" NEW COMPOSITE METAL PANEL, BRACE PANELS BACK TO EXIST. TO BE INSTALLED IN FUTURE PHASE EXIST. PRECAST CONC. EXT. WALL IN-FILL PANEL SUPPORT SEE STRUCTURAL N A.F.F. C1 9' -6" METAL SOFFIT FRAMING AS REQUIRED 1'-10" 6" 7 1/4" 6" 3-5/8" METAL STUD WALL W/ 5/8" GYP. BD. ONE SIDE REMOVE AND REPLACE PORTION OF EXIST. FRAMING / FINISHES TO ACCOMMODATE NEW CONSTRUCTION dwlarchitects.com 602.264.9731 Phoenix Arizona 85004 number chkd drawn job issue revision description seal associated with project issue revision date: PACKAGE A FOR PERMIT A-250A RCP DETAILS SMK SF 141-08 COLORADO SPRINGS AIRPORT 7770 Milton E Proby Pkwy, Colorado Springs, CO 80916 PERMIT SUBMITTAL03/31/2023 CONCOURSE MODERNIZATION 3/4" = 1'-0" 1 SOFFIT AT EXTERIOR WALL GLAZING 3/4" = 1'-0" 2 WOOD PLANK SOFFIT DETAIL 3/4" = 1'-0" 3 SOFFIT AT SKYLIGHT 3/4" = 1'-0" 4 JETBRIDGE SOFFIT 3/4" = 1'-0" 5 SOFFIT AT RESTROOM PORTAL NICHE 3/4" = 1'-0" 6 GYPSUM BOARD SOFFIT 3/4" = 1'-0" 7 SOFFIT AT RESTROOM PORTAL 3/4" = 1'-0" 8 SOFFIT AT LOUNGE EXT. WALL 3/4" = 1'-0" 9 SOFFIT AT RESTROOM PORTAL NOT FOR CONSTRUCTION ARMSTRONG WOODWORKS LINEAR TEGULAR HORIZONTAL PLANKS AS SCHEDULED C4 10' -0" A.F.F. C2 11' -6" NEW LINEAR 6" METAL SOFFIT FRAMING AS REQUIRED 3/4" PLY-WOOD BACKING PAINTED "BLACK" BACKSTAGE IN ARMSTRONG WOODWORKS LINEAR TEGULAR HORIZONTAL PLANK AS SCHEDULED MTL. STUD WALL SCHEDULED NEW LINEAR DIFFUSER SEE METAL SOFFIT FRAMING AS REQUIRED 3/4" PLY-WOOD BACKING PAINTED "BLACK" BACKSTAGE NOIR IN -FILL PANEL "BLACK" MTL. STUD FRAMING W/ PLY'WD. PAINTED TYP. LIGHT EXIST. PRECAST EXIST. FRAMING METAL STUD FRAMING REMOVE AND PORTION OF EXIST. ACCOMMODATE CONSTRUCTION 3-5/8" METAL STUD WALL W/ 5/8" ONE SIDE N A.F.F. C4 11' -4" 3'-4 1/2" 6" A.F.F. C1 9' -6" 1'-10" 2'-8" ARMSTRONG WOODWORKS LINEAR TEGULAR HORIZONTAL PLANK AS SCHEDULED 3-5/8" METAL STUD WALL W/ 5/8" GYP. BD. ONE SIDE NEW LINEAR DIFFUSER SEE MECH. METAL SOFFIT FRAMING AS REQUIRED 3/4" PLY-WOOD BACKING PAINTED "BLACK" BACKSTAGE NOIR LAYIN -FILL PANEL "BLACK" MTL. STUD FRAMING W/ 3/4" PLY'WD. PAINTED TYP. @ LIGHT COVE REMOVE AND REPLACE PORTION OF EXIST. FRAMING FINISHES TO ACCOMMODATE NEW CONSTRUCTION 2'-0" 1'-2 3/4" 7 1/4" 10" 4'-6" 6" 3" P A.F.F. C4 10' -0" ARMSTRONG WOODWORKS LINEAR TEGULAR HORIZONTAL PLANKS AS SCHEDULED A.F.F. C2 11' -6" NEW LINEAR DIFFUSER SEE MECH. NEW ELECTROCHROMIC GLAZING SYSTEM, EXISTING EXTERIOR WALL AND FURRING TO REMAIN TO BE INSTALLED IN FUTURE PHASE 2" 4 EA. 1 1/2" CONDUIT 3'-6" BACKSTAGE NOIR LAY-IN IN-FILL PANEL "BLACK" METAL SOFFIT FRAMING AS REQUIRED 3/4" PLY-WOOD BACKING PAINTED "BLACK" 6" NEW COMPOSITE METAL PANEL, BRACE PANELS BACK TO EXIST. TO BE INSTALLED IN FUTURE PHASE EXIST. PRECAST CONC. EXT. WALL IN-FILL PANEL SUPPORT SEE STRUCTURAL N A.F.F. C1 9' -6" METAL SOFFIT FRAMING AS REQUIRED 1'-10" 6" 7 1/4" 6" 3-5/8" METAL STUD WALL W/ 5/8" GYP. BD. ONE SIDE REMOVE AND REPLACE PORTION OF EXIST. FRAMING FINISHES TO ACCOMMODATE NEW CONSTRUCTION 3/4" = 1'-0" 4 JETBRIDGE 3/4" = 1'-0" 5 SOFFIT 3/4" = 1'-0" 6 GYPSUM 3/4" = 1'-0" 7 SOFFIT AT RESTROOM PORTAL 3/4" = 1'-0" 8 SOFFIT AT LOUNGE EXT. WALL 3/4" = 1'-0" 9 SOFFIT AT RESTROOM PORTAL SOFFIT AT LOUNGE EXT. WALL SOFFIT AT FOOD AND BEVERAGE SOFFIT AT RESTROOM PORTAL UPPER LEVEL 136' - 6" 27 29 31 CONCOURSE - S 114' - 6" CONCOURSE - N 112' 6" NEW TENANT LEASE SPACE INTERIOR MODIFICATIONS AT NEW TENANT SPACE ARE NOT INCLUDED IN THIS PROJECT SCOPE. NEW GATE COUNTER AND BACK WALL, INCLUDING GATE INFORMATION DISPLAY MONITOR NEW BOARDING GATE PORTAL. FILL, SAND REFINISH AND REPAINT EXISTING JETBRIDGE DOORS, TYP. NEW GYPSUM BOARD SOFFIT NEW LINEAR WOOD CEILING SYSTEM NEW SECURED/ ACCESS CONTROLLED DOOR AT ELEVATOR #4, COORDINATE WITH AIRPORT. (1HR RATED) NEW PORCELAIN TILE WAINSCOT AND WALL BASE, SEE INTERIORS NEW GLASS RAILING AT LOUNGE ENTRY, COORDINATE WITH ARCHITECT EXISTING CEILINGS TO REMAIN, MODIFY AS NECESSARY EXTEND EXTERIOR LOUNGE FINISHES TO ELEVATION 128'-0". EXTEND FRAMING AND GYP BD TO ROOF STRUCTURE OPP. A-504A 1 WALLS AT SERVICE ROOM 265/ ELEVATOR #4 TO EXTEND TO ROOF STRUCTURE. MAINTAIN 1-HR RATING NEW AIRPORT LOUNGE, SEE ENLARGED PLANS AND INTERIOR ELEVATIONS EXISTING CEILINGS TO REMAIN, MODIFY AS NECESSARY EXTEND FRAMING AND EXTERIOR GYP BD TO ROOF STRUCTURE AT PERIMETER OF NEW TENANT SPACES, TYPICAL NEW COLUMN FINISHES, SEE COLUMN COVER "A" ON A-830A & A-831A NEW ARCHITECTURAL RAILING SYSTEM WITH CUSTOM METAL PANELS, COORDINATE WITH ARCHITECT NEW LINEAR WOOD CEILING SYSTEM UPPER LEVEL 136' - 6" 31 33 35 CONCOURSE - N 112' - 6" A-504A 1 OPP. NEW TENANT LEASE SPACE INTERIOR MODIFICATIONS AT NEW TENANT SPACE ARE NOT INCLUDED IN THIS PROJECT SCOPE. NEW BOARDING GATE PORTAL. FILL, SAND REFINISH AND REPAINT EXISTING JETBRIDGE DOORS, TYP. NEW GYPSUM BOARD SOFFIT NEW LINEAR WOOD CEILING SYSTEM CONTINUOUS LINEAR UPLIGHT AT BOTTOM EDGE OF SKYLIGHT WELL SEE GENERAL NOTES ON RCP'S FOR POTENTIAL SCOPE AT SKYLIGHT ALL EXISTING GYP BD AT CROSSBEAM TO RECEIVE NEW LEVEL FINISH. (INCLUDING TOP FACE) GYP BD AT SKYLIGHT TO RECEIVE NEW LEVEL 5 FINISH. SEE RCP'S EXTEND FRAMING AND EXTERIOR GYP BD TO ROOF STRUCTURE AT PERIMETER OF NEW TENANT SPACES, TYPICAL NEW TENANT LEASE SPACE INTERIOR MODIFICATIONS AT NEW TENANT SPACE ARE NOT INCLUDED IN THIS PROJECT SCOPE. ALL EXISTING GYP BD AT CROSSBEAM TO RECEIVE NEW LEVEL 5 FINISH. (INCLUDING TOP FACE) NEW OVERSIZED DOORS AT RESTROOM PORTALS, TYPICAL AT RESTROOM PORTALS ONLY SEE INTERIOR ELEVATIONS AND INTERIOR DRAWINGS FOR EXTERIOR OF RESTROOM PORTAL WALLS AT RESTROOM PORTALS TO EXTEND TO ROOF STRUCTURE. ALL EXPOSED GYP TO RECEIVE LEVEL FINISH, TYPICAL NEW AIRPORT AMENITY/VENDING ZONE, SEE ENLARGED TENANT PLANS NEW PORCELAIN TILE WAINSCOT AND WALL BASE, SEE INTERIORS dwlarchitects.com 602.264.9731 Phoenix Arizona 85004 2333 North Central number chkd drawn job issue revision description seal associated with project architect issue revision PACKAGE A FOR PERMIT A-501A BUILDING SECTIONS M. RICHARDSON J. CONANT 141-08 COLORADO SPRINGS AIRPORT PERMIT SUBMITTAL CONCOURSE MODERNIZATION 3/16" = 1'-0" 1 OVERALL BUILDING SECTION - HOLD ROOM #6 3/16" = 1'-0" 2 OVERALL BUILDING SECTION - NORTH RESTROOMS 0 4' 8' 12' 0 4' 8' 12' UPPER LEVEL 136' - 6" 27 29 31 CONCOURSE - S 114' - 6" CONCOURSE - N 112' - 6" NEW TENANT LEASE SPACE INTERIOR MODIFICATIONS AT NEW TENANT SPACE ARE NOT INCLUDED IN THIS PROJECT SCOPE. NEW GATE COUNTER AND BACK WALL, INCLUDING GATE INFORMATION DISPLAY MONITOR NEW BOARDING GATE PORTAL. FILL, SAND REFINISH AND REPAINT EXISTING JETBRIDGE DOORS, TYP. NEW GYPSUM BOARD SOFFIT NEW LINEAR WOOD CEILING SYSTEM NEW SECURED/ ACCESS CONTROLLED DOOR AT ELEVATOR #4, COORDINATE WITH AIRPORT. (1HR RATED) NEW PORCELAIN TILE WAINSCOT AND WALL BASE, SEE INTERIORS NEW GLASS RAILING AT LOUNGE ENTRY, COORDINATE WITH ARCHITECT EXISTING CEILINGS TO REMAIN, MODIFY AS NECESSARY EXTEND EXTERIOR LOUNGE FINISHES TO ELEVATION 128'-0". EXTEND FRAMING AND GYP BD TO ROOF STRUCTURE OPP. A-504A 1 WALLS AT SERVICE ROOM 265/ ELEVATOR #4 TO EXTEND TO ROOF STRUCTURE. MAINTAIN 1-HR RATING NEW AIRPORT LOUNGE, SEE ENLARGED PLANS AND INTERIOR ELEVATIONS EXISTING CEILINGS TO REMAIN, MODIFY AS NECESSARY EXTEND FRAMING AND EXTERIOR GYP BD TO ROOF STRUCTURE AT PERIMETER OF NEW TENANT SPACES, TYPICAL NEW COLUMN FINISHES, SEE COLUMN COVER "A" ON A-830A & A-831A NEW ARCHITECTURAL RAILING SYSTEM WITH CUSTOM METAL PANELS, COORDINATE WITH ARCHITECT NEW LINEAR WOOD CEILING SYSTEM UPPER LEVEL 136' - 6" 31 33 35 CONCOURSE - N 112' - 6" A-504A 1 OPP. NEW TENANT LEASE SPACE INTERIOR MODIFICATIONS AT NEW TENANT SPACE ARE NOT INCLUDED IN THIS PROJECT SCOPE. NEW BOARDING GATE PORTAL. FILL, SAND REFINISH AND REPAINT EXISTING JETBRIDGE DOORS, TYP. NEW GYPSUM BOARD SOFFIT NEW LINEAR WOOD CEILING SYSTEM CONTINUOUS LINEAR UPLIGHT AT BOTTOM EDGE OF SKYLIGHT WELL SEE GENERAL NOTES ON RCP'S FOR POTENTIAL SCOPE AT SKYLIGHT ALL EXISTING GYP BD AT CROSSBEAM TO RECEIVE NEW LEVEL 5 FINISH. (INCLUDING TOP FACE) GYP BD AT SKYLIGHT TO RECEIVE NEW LEVEL 5 FINISH. SEE RCP'S EXTEND FRAMING AND EXTERIOR GYP BD TO ROOF STRUCTURE AT PERIMETER OF NEW TENANT SPACES, TYPICAL NEW TENANT LEASE SPACE INTERIOR MODIFICATIONS AT NEW TENANT SPACE ARE NOT INCLUDED IN THIS PROJECT SCOPE. ALL EXISTING GYP BD AT CROSSBEAM TO RECEIVE NEW LEVEL 5 FINISH. (INCLUDING TOP FACE) NEW OVERSIZED DOORS AT RESTROOM PORTALS, TYPICAL AT RESTROOM PORTALS ONLY SEE INTERIOR ELEVATIONS AND INTERIOR DRAWINGS FOR EXTERIOR OF RESTROOM PORTAL WALLS AT RESTROOM PORTALS TO EXTEND TO ROOF STRUCTURE. ALL EXPOSED GYP TO RECEIVE LEVEL 5 FINISH, TYPICAL NEW AIRPORT AMENITY/VENDING ZONE, SEE ENLARGED TENANT PLANS NEW PORCELAIN TILE WAINSCOT AND WALL BASE, SEE INTERIORS dwlarchitects.com 602.264.9731 Phoenix Arizona 2333 North Central number chkd drawn job issue revision description seal associated with project architect issue revision FOR PERMIT A-501A BUILDING SECTIONS M. RICHARDSON J. CONANT 141-08 COLORADO SPRINGS AIRPORT PERMIT SUBMITTAL CONCOURSE MODERNIZATION 3/16" = 1'-0" 1 OVERALL BUILDING SECTION - HOLD ROOM #6 3/16" = 1'-0" 2 OVERALL BUILDING SECTION - NORTH RESTROOMS 0 4' 8' 12' 0 4' 8' 12' OVERALL ELEVATION OVERALL ELEVATION
Sacramento international airport dedicated pedestrian walkway
Project Year: 2023
Location: Sacramento, CA
Responsibility: BIM Management and Conceptual Design, preparing interview documents.
The project includes add a new walkway connecting existing terminal and concourse, parallel to an existing tram. The new walkway has a 30 feet elevation change from the terminal to the concourse and a connection to a future terminal.
SOUTH PEDESTRIAN WALKWAY - HUB
BUILDING TERMINAL LEVEL
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NORTH PEDESTRIAN WALKWAY - HUB BUILDING CONCOURSE LEVEL
HUBBUILDING TERMINALLEVEL EXISTINGAPM SOUTHPEDESTRIANWALKWAY MOVING WALKWAY TYP. 0ESCALATOR TYP. (4000 LB CAPACITY) PASSENGER ELEVATOR (4000 LB CAPACITY) WALL (EGRESS WALKWAY) EMERGENCY STAIR (HUB-ONLY EGRESS) DWL PROJECT NUMBER: SHEET NUMBER: A-113 ENL. PLAN - HUB (TERMINAL LEVEL) DEDICATED PEDESTRIAN WALKWAY 6900 AIRPORT BLVD. SACRAMENTO, CA 95837 SACRAMENTO INTERNATIONAL AIRPORT EXISTING CONCOURSE B HUB BUILDING NORTH WALKWAY EXISTING APM SHEET NUMBER: A-101 OVERALL PLAN (CONCOURSE LEVEL) DEDICATED PEDESTRIAN WALKWAY 6900 AIRPORT BLVD. SACRAMENTO, CA 95837 SACRAMENTO INTERNATIONAL AIRPORT
SUN SHADE PANEL OPTION 7 (C)20 (C)21 LEVEL 1 (H) -6" LEVEL 2 (C) 13' - 6" 10' 0" 40' 0" LEVEL 1 0" LEVEL 3 44' - 0" LEVEL 4 62' - 0" 12' 0" 50' 0" 2333 N. Central Ave. Phoenix, AZ 85004 tel 602.264.9731 DWL PROJECT NUMBER: DATE: SHEET NUMBER: A-401 WALKWAY SECTIONS 2155.00 10/07/22 DEDICATED PEDESTRIAN WALKWAY 6900 AIRPORT BLVD. SACRAMENTO, CA 95837 SACRAMENTO INTERNATIONAL AIRPORT 1/8" = 1'-0" _SECTION -LOWER WALKWAY 1 1/8" = 1'-0" _SECTION -UPPER WALKWAY 2
McCormick-Stillman Railroad Park
Project Year: 2023
Location: Scottsdale, AZ
Responsibility: Schematic Design to Construction Documentation
The scope of work for this project includes modify existing site plan, design a new round house, entry plaza , round table and splash pad. Interactive devices in the playing structure and splash pad.
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LEVEL 1 0" T/O RH WALL 20' - 0"4 5060 1CW1 T/O PARAPET 18' - 0" GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 R 50 MTL-2 ALUM-1 MAS-1 1 A-501 15 0 2 A-501 2 A-3004 50 41 1 2 C O N F R M W A U T O D O O R M A N U F0 1 2 1100A CW1 GL-1 GL-1 MTL-2 ALUM-1 GL-1 GL-1 R 50 MAS-1 1 A-501 15 0 ° 15' 4" EXTERIOR INTERIOR 16 40 100 R4 -10 R54 8" 1' - 8" 8" 1' - 8" 8" MTL-2 GL-3 / 3 A-202 4 A-202 GL-3 STRAP HINGE 2 4 8" 3/4" 2 4 8" 3/4" 1/4" CLEAR POLYCARBONITE GLAZING CHANNEL ELEVATION GENERAL NOTES A. REFER TO A-200 FOR EXTERIOR MATERIAL LEGEND. B. CONTROL DIMENSIONS ARE AS FOLLOWS: a. CENTERLINE OF GRID AT COLUMNS b. FACE OF MASONRY AT CMU WALLS c. FACE OF FINISH AT EXTERIOR SIDE OF EXTERIOR WALLS d. CENTERLINE OF STUD AT INTERIOR PARTITIONS e. CENTERLINE OF INTERIOR CONCRETE WALLS C. TYPICAL BRICK MODULE IS 4" HIGH x 16" WIDE. ELEVATION LEGEND BRICK RUNNING BOND PRECAST CONCRETE BRICK SOLDIER COURSE STANDING SEAM METAL ROOF PANEL DRAWN BY: REVIEWED PROJECT DATE: SHEET TITLE: COPYRIGHT 2023 DWL ARCHITECTS PLANNERS, KEY: SHEET NUMBER: REVISIONS PRELIMINARY NOT ISSUED CONSTRUCTION 4/28/2023 12:03:43 PM A-202 ENLARGED ARCHWAY ELEVATIONS VOORHEIS 1939.00 4/28/2023 CITY OF SCOTTSDALE ROUNDHOUSE, SPLASH PAD & SITE IMPROVEMENTS DESIGN DEVELOPMENT 1/2" = 1'-0" TYPICAL ROUNDHOUSE DOOR ELEVATION 1 1/2" = 1'-0" ENLARGED ARCHWAY ELEVATION 2 1/2" = 1'-0" TYPICAL ROUNDHOUSE DOOR PANEL 6" = 1'-0" ROUNDHOUSE DOOR STILE 3 6" = 1'-0" ROUNDHOUSE DOOR STILE AT GLAZING 4 No.DescriptionDate TYPICAL ROUNDHOUSE DOOR PANEL
9 F T W A-201 1 C D 1 A-300 1 A-300 2 A-300 2 A-300 B A E B.5 D.5 3 4 5 6 7 F 2' 4" 48' 0" 10' 4" 16' - 8 1/2" 2 00 2 00 221MEN TOILET 142 JANITOR 122 TOILET 123 FAMILY TOILET 124 TELECOM 125 ELECTRICAL 131 TOILET 121 WOMEN TOILET 141 STORAGE 112A MULTIPURPOSE 112 VESTIBULE 110 LOBBY 100 FLEX SEATING CUBBIES 102 OFFICE 107 RECEPTION 103 PLAY AREA 101 UTILITY YARD E130 160 16.0° 160° 160° FIRE RISER 132 A-201 4 1 2 48 -0 OUTDOOR GARDEN E114 1101 2201 61 1 2 A-201 2 A-201 3 2 A-322 1 A-322 OFFICE 109 FILE COPY 105 6.8 D.8 C.4 B.4 FLOOR PLAN GENERAL NOTES A. KEYNOTES DENOTE NEW CONSTRUCTION UNLESS NOTED OTHERWISE. B. CONTROL DIMENSIONS ARE AS FOLLOWS: a. CENTERLINE OF GRID AT COLUMNS b. FACE OF MASONRY AT CMU WALLS c. FACE OF FINISH AT EXTERIOR SIDE OF EXTERIOR WALLS d. CENTERLINE OF STUD AT INTERIOR PARTITIONS e. CENTERLINE OF INTERIOR CONCRETE WALLS C. INTERIOR PARTITIONS AND INSULATION (INCLUDING PLUMBING CHASES) EXTEND TO UNDERSIDE OF DECK UNLESS NOTED OTHERWISE. D. AT DOOR OPENINGS NOT LOCATED BY DIMENSIONS, OFFSET WITH 4" CLEAR BETWEEN EDGE OF DOOR AND FACE OF PERPENDICULAR WALL 4" FACE OF PERPENDICULAR WALL DRAWN BY: DATE: SHEET TITLE: DWL ARCHITECTS C KEY: REVISIONS PRELIMINARY NOT ISSUED CONSTRUCTION 4/28/2023 12:01:19 PM A-121 OVERALL PLAN VOORHEIS 4/28/2023 CITY OF SCOTTSDALE ROUNDHOUSE, SPLASH PAD & DESIGN DEVELOPMENT 1/8" = 1'-0" OVERALL FLOOR PLAN 1 KEYNOTES 1101PLAY STRUCTURE 2201ELECTRIC WATER COOLER WITH BOTTLE FILLING STATION 0 16 24 32 8 GRAPHIC SCALE No.DescriptionDate ROUNDHOUSE FLOOR PLAN
Georgia Aquarium - Predator of the Deep Aquarium Renovation
Project Year: 2018
Location: Atlanta, GA
Responsibility: Design Development and Construction Documentation
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This partial renovation of Georgia Aquarium includes a new entrance, a series of gallery spaces, and office expansion. The immersive experience that combines types of viewing windows, diving activity, and structure mimicking ocean environment allows guests to better understand sharks’ living environment and know how to protect them.
VIEW FROM THE ENTRANCE
WAITING AREA
PERSPECTIVE SECTION
PREDATOR EXHIBIT
LEVEL 997 LEVEL REFLECTED CEILING PLAN EAST
THE CAVERNS
PREDATOR EXHIBIT
MAJOR DESIGN CONCEPT THROUGHOUT THE EXPLORATION PROCESS:
1. Create a fascination with sharks
2. Keep the emotional arc pulsing from anxiety to ease
3. Connect with “waders, swimmers, and divers”
4. Create different threads of information for different learners
5. Align with school programs and encouraging exploration
6. Present strong, “visual” messages that elicit further questioning
7. Set the scene to question and providing the answer
8. Give the visitor a reason to want to keep looking through the next window
OVERHEAD VIEW
9. Coordinate a seamless flow between physical and digital information—the website (third tier/”diver” information)
10. Provide information in a more uplifting/positive/fun manner
STORYLINE: WONDER EXPLORE AND TAKE ACTION
STORYLINE: POTENTIAL MESSAGES
EMOTIONAL ARC
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12
LEVEL 1040
LEVEL 1017
LEVEL 1009
LEVEL 997
LEVEL FLOOR PLAN 997 LEVEL FLOOR PLAN
1015/1017
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Hershey Park Theme Park Expansion
Project Year: 2017
Location: Hershey, PA
Responsibility: Leading effort in SD, CD and CA
As the new entry of Hershey Park, Hershey’s Chocolatetown consists of multiple buildings with ticketing, guest services, ADA equipment rentals, full-service restaurant, and retail. This project includes demolition of 800 LF existing buildings.
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SOUTH ELEVATION
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RESTAURANT NORTH ENTRANCE
NORTH ELEVATION
SOUTH ELEVATION
WEST ELEVATION
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SECOND FLOOR PLAN
GROUND FLOOR PLAN
6 072100B 042000C 092116F 054000A 047000A 8" W/ 8" 042000C 076200C 079200A 055000A 1/8" 042000L BRICK TIE 051200A 2" 079200B W/ SHELF FLASHING BENT PLATE BEAM 072100A 047000N 092116B 083600C COUNTERWEIGHT COVER (BEYOND) 084313E SHIM 2 SOLDIER COURSE ARCHED HEADER 042000J STOREFRONT BREAK METAL PANEL WITH SPRAY INSULATION 083600A WINDOW TRACK (BEYOND) DRIVE AXLE 083600C 083600C 083600C 083600C 047000A COLUMN COVER (BEYOND) 083600C METAL INFILL PANEL ACCESS PANEL COUNTERWEIGHT COVER (BEYOND) 051200A TUBE STEEL W/ SPRAY INSULATION 084313B COUNTERWEIGHT COVER COLUMN COVER 042000C 047000A 083600C 084313E 083600C 054000A 083600C 051200A TRACK EXTENSION METAL INFILL PANEL 6" 8x4x5/16 TUBE STEEL POST SHIM AS REQUIRED SEE SCHEDULE FOR TYPE A94.605 A7 088000B COVER COLUMN COVER 10" 047000A 047000N 092116B 083600C CLIP 083600C 083600C 083600C 083600C COUNTERWEIGHT COVER FASTENER TRACK CLIP 083600C OPEN ASSIST CAM 1" 3/4" 1" 083600C 083600C 083600C COUNTERWEIGHT COVER FASTENER CLIP 054000A 092116B 047000N 047000A 6" 1 1/2" 3 1/2" 083600C 083600C 083600C 083600C 083600C COUNTERWEIGHT COVER COUNTERWEIGHT COVER FASTENER TRACK CLIP 1" 1" BIM 360://75972-10_Hersheypark_Phase_1/75972-10_HERSHEYPARK_ARCH_30.rvt 1/24/2019 9:03:02 PM 1 1/2" = 1'-0" A30.505 A5 SECTIONAL DOOR - DETAIL 1 1/2" = 1'-0" A3 SECTIONAL DOOR - COUNTERWEIGHT 1/4" = 1'-0" A30.603 D5 SECTIONAL DOOR - TYP. ELEVATION 1 1/2" = 1'-0" A30.311 D3 SECTIONAL DOOR - COUNTERWEIGHT A94.605 A94.605 A94.605 6" = 1'-0" A94.605 C7 SECTIONAL DOOR - CLIP DETAIL 3" = 1'-0" A94.605 B7 SECTIONAL DOOR - CLIP DETAIL 3" = 1'-0" A94.605 A7 SECTIONAL DOOR - CLIP DETAIL 054000A 047000A 8" W/ 8" 055000A 1/8" 051200A BENT PLATE BEAM 072100A 047000N 092116B 083600C COUNTERWEIGHT COVER (BEYOND) WINDOW TRACK (BEYOND) DRIVE AXLE 083600C 083600C 083600C 083600C 047000A COLUMN COVER (BEYOND) 083600C METAL INFILL PANEL ACCESS PANEL COUNTERWEIGHT COVER (BEYOND) G 6 COUNTERWEIGHT COVER COLUMN COVER 042000C 2' 4" 4' 0" 047000A 083600C 084313E 083600C 054000A 047000N 092116B 083600C 051200A TRACK EXTENSION METAL INFILL PANEL 6" 8x4x5/16 TUBE STEEL POST SHIM AS REQUIRED SEE SCHEDULE FOR TYPE 4' 0" A94.605 A7 083600C 083600C FASTENER CLIP 088000B J 083600C 083600C 083600C MOTOR ON RIGHT OR LEFT SIDE DRIVE AXLE STOREFRONT INFILL PANEL COUNTERWEIGHT COVER COLUMN COVER 047000A 084313E 083600A 084313B 088000B SEE SCHEDULE FOR TYPE G 6 H COUNTERWEIGHT COVER COLUMN COVER 042000C MOTOR COUNTERWEIGHT 2' 4" 10" 4' 0" 083600C 083600C 047000A 083600C 083600A 047000N 092116B 083600C 072100B 042000P 2" 083600C 051200A 083600C OPEN ASSIST CAM 051200A OPEN ASSIST CAM TRACK 8x6x5/16 TUBE STEEL POST COLUMN 083600C CLIP 083600C 10" A94.605 C7 A94.605 B7 CLIP PGAV CLIENT DATE RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, SEE GENERAL DWG INFO. SHEET FOR COMPLETE LIST Keynote List Hershey, PA Construction Services Group 300 Park Boulevard, Hershey, PA 17033 Phone (717) 534-3835 Fax (717) 533-2497 Accessibility for Persons with Disabilities: This drawing contains layouts and elements critical to providing Access for Disabled Persons. Contractor shall provide verification and certification of Compliance with the applicable accessibility regulations. PACKAGE 4 RETAIL & RESTRAURANT BUILDING 30 (11105) RETAIL & RESTAURANT ISSUE FOR BID / ISSUE FOR PERMIT 75972-10 YM KAN JANUARY 24, 2019 DOOR DETAILS A94.605 Hersheypark Front Gate HE&R 1 1/2" = 1'-0" A3 SECTIONAL DOOR - COUNTERWEIGHT COVER DETAIL Key Value Keynote Text 042000CCLAY FACE BRICK 042000JCAVITY DRAINAGE MESH 042000LACCESSORY 042000PGROUT 047000ATHIN BRICK UNITS 047000NMORTAR SETTING BED 051200ASTRUCTURAL STEEL SHAPE - AS NOTED - REF STRUCT 054000ASTEEL STUD SIZE AS NOTED 055000ASTEEL SHAPE - AS NOTED 055000PSTEEL COLUMN COVERS 072100AFIBERGLASS BATT INSULATION THICKNESS NOTED 072100BRIGID POLYSTYRENE INSULATION THICKNESS NOTED 076200CFLASHING AS NOTED 079200AJOINT SEALANT 079200BBACKER ROD 083600AOVERHEAD SECTIONAL DOOR 083600CACCESSORY AS NOTED 084313BALUMINUM STOREFRONT FRAMING 084313EMISCELLANEOUS FRAMING COMPONENT AS NOTED 088000BINSULATED GLASS UNIT TYPE AS NOTED 092116BCEMENTITIOUS BOARD 1/2 IN., U.N.O. 092116FGLASS MAT SHEATHING, EXTERIOR 5/8 IN., U.N.O. ELEVATION 1 1/2" = 1'-0" A30.311 D3 SECTIONAL DOOR - COUNTERWEIGHT COVER DETAIL A94.605 A94.605 REV REVISION DESCRIPTION REVISION DATE 0ISSUE FOR BID ISSUE FOR PERMIT 01/24/2019 6 072100B 042000C 092116F 054000A 047000A 8" W/ 8" 042000C 076200C 079200A 055000A 1/8" 042000L BRICK TIE 051200A 2" 079200B W/ SHELF FLASHING BENT PLATE BEAM 072100A 047000N 092116B 083600C COUNTERWEIGHT COVER (BEYOND) 084313E SHIM 2 SOLDIER COURSE ARCHED HEADER 042000J STOREFRONT BREAK METAL PANEL WITH SPRAY INSULATION 083600A WINDOW TRACK (BEYOND) DRIVE AXLE 083600C 083600C 083600C 083600C 047000A COLUMN COVER (BEYOND) 083600C METAL INFILL PANEL ACCESS PANEL COUNTERWEIGHT COVER (BEYOND) 051200A TUBE STEEL W/ SPRAY INSULATION 084313B G 6 COUNTERWEIGHT COVER COLUMN COVER 042000C 2' 4" 4' 0" 047000A 083600C 084313E 083600C 054000A 047000N 092116B 083600C 051200A TRACK EXTENSION METAL INFILL PANEL 6" 8x4x5/16 TUBE STEEL POST SHIM AS REQUIRED SEE SCHEDULE FOR TYPE 4' 0" A94.605 A7 083600C 083600C FASTENER CLIP 088000B G J 083600C 2' 0" OPENING 10' 0" 083600C 083600C MOTOR ON RIGHT OR LEFT SIDE DRIVE AXLE STOREFRONT INFILL PANEL COUNTERWEIGHT COVER 083600C ACCESS PANEL ON RIGHT OR LEFT SIDE COLUMN COVER 9' 0" B3 A94.605 Sim B3 A94.605 Sim B3 A94.605 Sim A3 047000A 084313E 083600A 084313B 088000B SEE SCHEDULE FOR TYPE 102G G 6 H COUNTERWEIGHT COVER COLUMN COVER 042000C MOTOR COUNTERWEIGHT 2' 4" 10" 4' 0" 083600C 083600C 047000A 083600C 083600A 047000N 092116B 083600C 072100B 042000P 2" 083600C 051200A 083600C OPEN ASSIST CAM 051200A OPEN ASSIST CAM TRACK 8x6x5/16 TUBE STEEL POST COLUMN 083600C CLIP 083600C 10" A94.605 C7 A94.605 B7 CLIP 083600C 083600C 083600C 083600C COUNTERWEIGHT COVER FASTENER TRACK CLIP 083600C OPEN ASSIST CAM 1" 3/4" 1" 083600C 083600C 083600C COUNTERWEIGHT COVER FASTENER CLIP 054000A 092116B 047000N 047000A 6" 1 1/2" 3 1/2" 083600C 083600C 083600C 083600C 083600C COUNTERWEIGHT COVER COUNTERWEIGHT COVER FASTENER TRACK CLIP 1" 1" Keynote BIM 360://75972-10_Hersheypark_Phase_1/75972-10_HERSHEYPARK_ARCH_30.rvt 1/24/2019 9:03:02 PM 1 1/2" = 1'-0" A30.505 A5 SECTIONAL DOOR - DETAIL 1 1/2" = 1'-0" A3 SECTIONAL DOOR - COUNTERWEIGHT COVER DETAIL Key Value 042000CCLAY FACE 042000JCAVITY DRAINAGE 042000LACCESSORY 042000PGROUT 047000ATHIN BRICK 047000NMORTAR SETTING 051200ASTRUCTURAL NOTED REF 054000ASTEEL STUD 055000ASTEEL SHAPE 055000PSTEEL COLUMN 072100AFIBERGLASS THICKNESS 072100BRIGID POLYSTYRENE THICKNESS 076200CFLASHING079200AJOINT SEALANT 079200BBACKER ROD 083600AOVERHEAD 083600CACCESSORY 084313BALUMINUM STOREFRONT 084313EMISCELLANEOUS COMPONENT 088000BINSULATED NOTED 092116BCEMENTITIOUS U.N.O. 092116FGLASS MAT 5/8 IN., U.N.O. 1/4" = 1'-0" A30.603 D5 SECTIONAL DOOR - TYP. ELEVATION 1 1/2" = 1'-0" A30.311 D3 SECTIONAL DOOR - COUNTERWEIGHT COVER DETAIL A94.605 A94.605 A94.605 6" = 1'-0" A94.605 C7 SECTIONAL DOOR - CLIP DETAIL 3" = 1'-0" A94.605 B7 SECTIONAL DOOR - CLIP DETAIL 3" = 1'-0" A94.605 A7 SECTIONAL DOOR - CLIP DETAIL 6 072100B 042000C 092116F 054000A 047000A , 8" W/ , 8" 042000C 076200C 079200A 055000A, 1/8" 042000L BRICK TIE 051200A 2" 079200B W/ SHELF FLASHING BENT PLATE , BEAM 072100A 047000N 092116B 083600C COUNTERWEIGHT COVER (BEYOND) 084313E SHIM 2 SOLDIER COURSE ARCHED HEADER 042000J STOREFRONT BREAK METAL PANEL WITH SPRAY INSULATION 083600A WINDOW TRACK (BEYOND) DRIVE AXLE 083600C 083600C 083600C 083600C 047000A COLUMN COVER (BEYOND) 083600C METAL INFILL PANEL , ACCESS PANEL COUNTERWEIGHT COVER (BEYOND) 051200A TUBE STEEL W/ SPRAY INSULATION 084313B G COUNTERWEIGHT COVER COLUMN COVER 042000C 2' - 4" 4' - 0" 047000A 083600C 084313E 083600C 054000A 047000N 092116B 083600C 051200A TRACK EXTENSION METAL INFILL PANEL , 6" 8x4x5/16 TUBE STEEL POST SHIM AS REQUIRED SEE SCHEDULE FOR TYPE 4' - 0" A94.605 A7 083600C 083600C FASTENER CLIP 088000B G J 083600C 2' 0" OPENING 10'0" 083600C 083600C MOTOR ON RIGHT OR LEFT SIDE DRIVE AXLE STOREFRONT INFILL PANEL COUNTERWEIGHT COVER 083600C ACCESS PANEL ON RIGHT OR LEFT SIDE COLUMN COVER 9' - 0" B3 A94.605 Sim B3 A94.605 Sim B3 A94.605 Sim A5 A3 D3 047000A 084313E 083600A 084313B 088000B SEE SCHEDULE FOR TYPE 102G G H COUNTERWEIGHT COVER COLUMN COVER 042000C , MOTOR COUNTERWEIGHT 2' - 4" 10" 4' - 0" 083600C 083600C 047000A 083600C 083600A 047000N 092116B 083600C 072100B 042000P 2" 083600C 051200A 083600C OPEN ASSIST CAM 051200A OPEN ASSIST CAM TRACK 8x6x5/16 TUBE STEEL POST , COLUMN 083600C, CLIP 083600C 10" A94.605 C7 A94.605 B7 CLIP 083600C 083600C TRACK CLIP 054000A 092116B 047000N 047000A 6" 083600C 083600C TRACK CLIP 1 1/2" = 1'-0" A30.505 A5 SECTIONAL DOOR - DETAIL 1 1/2" = 1'-0" A3 SECTIONAL DOOR - COUNTERWEIGHT COVER DETAIL 1/4" = 1'-0" A30.603 D5 SECTIONAL DOOR - TYP. ELEVATION 1 1/2" = 1'-0" A30.311 D3 SECTIONAL DOOR - COUNTERWEIGHT COVER DETAIL A94.605 A94.605 A94.605 CLIP DETAIL CLIP DETAIL CLIP DETAIL 17 RENLITA OPERABLE DOOR ELEVATION RENLITA OPERABLE DOOR DETAIL FLAGSHOP INTERIOR NORTH ENTRANCE VESTIBULE RESTAURANT INTERIOR RESTAURANT INTERIOR RENLITA OPERABLE DOOR SECTION RENLITA OPERABLE DOOR DETAIL
West Elm Projects
Project Year: 2019 - Present
Responsibility: As the Job Captain, I communicate with West Elm design team, coordinate between contractors and structural and MEP consultants, review shop drawing and submittal, prepare construction change order, design various details for the loft space and storefront, and prepare city submittal.
18
WEST ELM HILLSDALE SHOPPING CENTER SAN MATEO, CA
WEST ELM LA ENCANTADA TUCSON, AZ
WEST ELM EMPIRE CENTER BURBANK, CA
WEST ELM MELLODY FARM VERNON HILL, IL
19 LOFT SECTION CROSS POST END POST LOFT MULLION LOFT BASE HEADER A545 2 A545 6 A545 3 FINISH FLOOR 0'-0" FF T.O. SKIRTING 0'-8" AFF B.O. HEADER 12'-0" AFF T.O. HEADER 12'-10" AFF SCALE: LOFT SECTION - LOFT WALL 1" = 1'-0" 1 A545 6 3" x 1 8" THK. SQ. TUBE STL BASE, BOLTED TO FLOOR W/ LAG BOLTS SCALE: LOFT DETAIL - LOFT BASE 3" = 1'-0" 2 16 GA MTL PANEL ON CONCEALED FASTENER, TYP. 1 2" THK. BAR STOCK REMOVABLE GLAZING STOP 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND TWIN WALL FLUTED POLYCARBONATE PANELS 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND TWIN WALL FLUTED POLYCARBONATE PANELS FINISH FLOOR 0'-0" FF T.O. SKIRTING 8'-0" AFF B.0. HEADER 12'-0" AFF 4" X 3/16" THK. SQUARE TUBE STEEL BEAM SUPPORT 1 2" THK. BAR STOCK REMOVABLE GLAZING STOP 4" X 10" X 3/16" THK. RECTANGULAR TUBE STEEL HEADER SCALE: LOFT DETAIL - HEADER 3" = 1'-0" 3 SCALE: LOFT DETAIL - END POST 3" = 1'-0" 4 SCALE: LOFT DETAIL - CROSS POST 3" = 1'-0" 5 GLAZING PANEL SYSTEM STEEL ANGLE ABOVE AT POST ATTACHMENT SCREW AT GLAZING PANEL TO POST CONNECTION 4" X 3/16" SLOTTED SQUARE TUBE STEEL POST, BEYOND GLAZING PANEL SYSTEM STEEL ANGLE ABOVE AT POST ATTACHMENT LINE OF COLUMN SCREW AT GLAZING PANEL TO POST CONNECTION SHELVING SYSTEM ATTACHED TO SLOTTED POST EXTERIOR LOFT INTERIOR LOFT SHELVING SYSTEM ATTACHED TO SLOTTED POST EXTERIOR LOFT STOCK DIVIDER, STOP WHITE TUBE DRAWN: ZEBRA 14614 N KIERLAND SCOTTSDALE, PHONE: 480.912.1169 Zebra Projects, Inc. and all other reserved the information herein disclosed or otherwise of Zebra Projects, Inc. COPYRIGHT The Contractor shall conditions at the project of any dimensional before beginning Do not scale these FIELD VERIFICATION: SHEET NO.: SHEET NAME: DATE: STATUS: REVISIONS STORE NO.: 06/14/2019 05/02/19 DATE 05/30/19 06/14/19 NOT FOR A544 INTERIOR SCALE: LOFT SECTION 1" = 1'-0" 1 3" x 1 8" THK. SQ. TUBE STL BASE, BOLTED TO FLOOR W/ LAG BOLTS SCALE: LOFT DETAIL - LOFT BASE 3" = 1'-0" 2 16 GA MTL PANEL ON CONCEALED FASTENER, TYP. 1 2 THK. BAR STOCK REMOVABLE GLAZING STOP 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND TWIN WALL FLUTED POLYCARBONATE PANELS 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND TWIN WALL FLUTED POLYCARBONATE PANELS FINISH FLOOR 0'-0" FF T.O. SKIRTING 8'-0" AFF B.0. HEADER 12'-0" AFF B.0. HEADER 12'-10" AFF 4" X 3/16" THK. SQUARE TUBE STEEL BEAM SUPPORT 1 2 THK. BAR STOCK REMOVABLE GLAZING STOP 4" X 10" X 3/16" THK. RECTANGULAR TUBE STEEL HEADER SCALE: LOFT DETAIL - HEADER 3" = 1'-0" 3 SCALE: LOFT DETAIL - END POST 3" = 1'-0" 4 SCALE: LOFT DETAIL - CROSS POST 3" = 1'-0" 5 GLAZING PANEL SYSTEM STEEL ANGLE ABOVE AT POST ATTACHMENT SCREW AT GLAZING PANEL TO POST CONNECTION 4" X 3/16" SLOTTED SQUARE TUBE STEEL POST, BEYOND GLAZING PANEL SYSTEM STEEL ANGLE ABOVE AT POST ATTACHMENT LINE OF COLUMN SCREW AT GLAZING PANEL TO POST CONNECTION SHELVING SYSTEM ATTACHED TO SLOTTED POST EXTERIOR LOFT INTERIOR LOFT SHELVING SYSTEM ATTACHED TO SLOTTED POST EXTERIOR LOFT INTERIOR LOFT 2" X 3/8" THICK BAR STOCK INTERMEDIATE DIVIDER, WELDED TO FRAME 1/2" BAR STOCK REMOVABLE GLAZING STOP 1/4" TEMPERED MILK WHITE GLASS, BY OWNER 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND 1/2" 1/4" CL OF MULLION SEE 6/LOFT DETAIL - LOFT MULLION 6 6/14/2019 9:02:34 PM, ANSI full bleed D (34.00 x 22.00 Inches), 1:1 A545 2 A545 6 FINISH T.O. SCALE: LOFT SECTION - LOFT WALL 1" = 1'-0" 1 A545 6 3" x 1 8" THK. SQ. TUBE STL BASE, BOLTED TO FLOOR W/ LAG BOLTS SCALE: LOFT DETAIL - LOFT BASE 3" = 1'-0" 2 16 GA MTL PANEL ON CONCEALED FASTENER, TYP. 1 2" THK. BAR STOCK REMOVABLE GLAZING STOP 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND TWIN WALL FLUTED POLYCARBONATE PANELS 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND TWIN WALL FLUTED POLYCARBONATE PANELS FINISH FLOOR 0'-0" FF T.O. SKIRTING 8'-0" AFF B.0. HEADER 12'-0" AFF B.0. HEADER 12'-10" AFF 4" X 3/16" THK. SQUARE TUBE STEEL BEAM SUPPORT 1 2" THK. BAR STOCK REMOVABLE GLAZING STOP 4" X 10" X 3/16" THK. RECTANGULAR TUBE STEEL HEADER SCALE: LOFT DETAIL - HEADER 3" = 1'-0" 3 SCALE: LOFT DETAIL - END POST 3" = 1'-0" 4 SCALE: LOFT DETAIL - CROSS POST 3" = 1'-0" 5 GLAZING PANEL SYSTEM STEEL ANGLE ABOVE AT POST ATTACHMENT SCREW AT GLAZING PANEL TO POST CONNECTION 4" X 3/16" SLOTTED SQUARE TUBE STEEL POST, BEYOND GLAZING PANEL SYSTEM STEEL ANGLE ABOVE AT POST ATTACHMENT LINE OF COLUMN SCREW AT GLAZING PANEL TO POST CONNECTION SHELVING SYSTEM ATTACHED TO SLOTTED POST EXTERIOR LOFT INTERIOR LOFT SHELVING SYSTEM ATTACHED TO SLOTTED POST EXTERIOR LOFT INTERIOR LOFT 2" X 3/8" THICK BAR STOCK INTERMEDIATE DIVIDER, WELDED TO FRAME 1/2" BAR STOCK REMOVABLE GLAZING STOP 1/4" TEMPERED MILK WHITE GLASS, BY OWNER 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND 1/2" 1/4" CL OF MULLION SEE 6/SCALE: LOFT DETAIL - LOFT MULLION 1/8" = 1'-0" 6 bleed D (34.00 x 22.00 Inches), 1:1 SCALE: LOFT SECTION 1" = 1'-0" 1 3" x 1 8" THK. SQ. TUBE STL BASE, BOLTED TO FLOOR W/ LAG BOLTS SCALE: LOFT DETAIL - LOFT BASE 3" = 1'-0" 2 16 GA MTL PANEL ON CONCEALED FASTENER, TYP. 1 2 THK. BAR STOCK REMOVABLE GLAZING STOP 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND TWIN WALL FLUTED POLYCARBONATE PANELS 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND TWIN WALL FLUTED POLYCARBONATE PANELS FINISH FLOOR 0'-0" FF T.O. SKIRTING 8'-0" AFF B.0. HEADER 12'-0" AFF B.0. HEADER 12'-10" AFF 4" X 3/16" THK. SQUARE TUBE STEEL BEAM SUPPORT 1 2 THK. BAR STOCK REMOVABLE GLAZING STOP 4" X 10" X 3/16" THK. RECTANGULAR TUBE STEEL HEADER SCALE: LOFT DETAIL - HEADER 3" = 1'-0" 3 SCALE: LOFT DETAIL - END POST 3" = 1'-0" 4 SCALE: LOFT DETAIL - CROSS POST 3" = 1'-0" 5 GLAZING PANEL SYSTEM STEEL ANGLE ABOVE AT POST ATTACHMENT SCREW AT GLAZING PANEL TO POST CONNECTION 4" X 3/16" SLOTTED SQUARE TUBE STEEL POST, BEYOND GLAZING PANEL SYSTEM STEEL ANGLE ABOVE AT POST ATTACHMENT LINE OF COLUMN SCREW AT GLAZING PANEL TO POST CONNECTION SHELVING SYSTEM ATTACHED TO SLOTTED POST EXTERIOR LOFT INTERIOR LOFT SHELVING SYSTEM ATTACHED TO SLOTTED POST EXTERIOR LOFT INTERIOR LOFT 2" X 3/8" THICK BAR STOCK INTERMEDIATE DIVIDER, WELDED TO FRAME 1/2" BAR STOCK REMOVABLE GLAZING STOP 1/4" TEMPERED MILK WHITE GLASS, BY OWNER 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND 1/2" 1/4" CL OF MULLION SEE 6/SCALE: LOFT DETAIL - LOFT MULLION 1/8" = 1'-0" 6 6/14/2019 9:02:34 PM, ANSI full bleed D (34.00 x 22.00 Inches), 1:1 A545 2 A545 6 SLOTTED POST, BEYOND FINISH T.O. SCALE: LOFT SECTION - LOFT WALL 1" = 1'-0" 1 A545 6 3" x 1 8 THK. SQ. TUBE STL BASE, BOLTED TO FLOOR W/ LAG BOLTS SCALE: LOFT DETAIL - LOFT BASE 3" = 1'-0" 2 16 GA MTL PANEL ON CONCEALED FASTENER, TYP. 1 2" THK. BAR STOCK REMOVABLE GLAZING STOP 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND TWIN WALL FLUTED POLYCARBONATE PANELS 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND TWIN WALL FLUTED POLYCARBONATE PANELS FINISH FLOOR 0'-0" FF T.O. SKIRTING 8'-0" AFF B.0. HEADER 12'-0" AFF B.0. HEADER 12'-10" AFF 4" X 3/16" THK. SQUARE TUBE STEEL BEAM SUPPORT 1 2" THK. BAR STOCK REMOVABLE GLAZING STOP 4" X 10" X 3/16" THK. RECTANGULAR TUBE STEEL HEADER SCALE: LOFT DETAIL - HEADER 3" = 1'-0" 3 SCALE: LOFT DETAIL - END POST 3" = 1'-0" 4 SCALE: LOFT DETAIL - CROSS POST 3" = 1'-0" 5 GLAZING PANEL SYSTEM STEEL ANGLE ABOVE AT POST ATTACHMENT SCREW AT GLAZING PANEL TO POST CONNECTION 4" X 3/16" SLOTTED SQUARE TUBE STEEL POST, BEYOND GLAZING PANEL SYSTEM STEEL ANGLE ABOVE AT POST ATTACHMENT LINE OF COLUMN SCREW AT GLAZING PANEL TO POST CONNECTION SHELVING SYSTEM ATTACHED TO SLOTTED POST EXTERIOR LOFT INTERIOR LOFT SHELVING SYSTEM ATTACHED TO SLOTTED POST EXTERIOR LOFT INTERIOR LOFT 2" X 3/8" THICK BAR STOCK INTERMEDIATE DIVIDER, WELDED TO FRAME 1/2" BAR STOCK REMOVABLE GLAZING STOP 1/4" TEMPERED MILK WHITE GLASS, BY OWNER 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND 1/2" 1/4" CL OF MULLION SEE 6/SCALE: LOFT DETAIL - LOFT MULLION 1/8" = 1'-0" 6 bleed D (34.00 x 22.00 Inches), 1:1 A545 2 A545 6 FINISH FLOOR 0'-0" FF T.O. SKIRTING 0'-8" AFF SCALE: LOFT SECTION - LOFT WALL 1" = 1'-0" 1 A545 6 3" x 1 8" THK. SQ. TUBE STL BASE, BOLTED TO FLOOR W/ LAG BOLTS SCALE: LOFT DETAIL - LOFT BASE 3" = 1'-0" 2 16 GA MTL PANEL ON CONCEALED FASTENER, TYP. 1 2" THK. BAR STOCK REMOVABLE GLAZING STOP 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND TWIN WALL FLUTED POLYCARBONATE PANELS 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND TWIN WALL FLUTED POLYCARBONATE PANELS FINISH FLOOR 0'-0" FF T.O. SKIRTING 8'-0" AFF B.0. HEADER 12'-0" AFF B.0. HEADER 12'-10" AFF 4" X 3/16" THK. SQUARE TUBE STEEL BEAM SUPPORT 1 2" THK. BAR STOCK REMOVABLE GLAZING STOP 4" X 10" X 3/16" THK. RECTANGULAR TUBE STEEL HEADER SCALE: LOFT DETAIL - HEADER 3" = 1'-0" 3 SCALE: LOFT DETAIL - END POST 3" = 1'-0" 4 SCALE: LOFT DETAIL - CROSS POST 3" = 1'-0" 5 GLAZING PANEL SYSTEM STEEL ANGLE ABOVE AT POST ATTACHMENT SCREW AT GLAZING PANEL TO POST CONNECTION 4" X 3/16" SLOTTED SQUARE TUBE STEEL POST, BEYOND GLAZING PANEL SYSTEM STEEL ANGLE ABOVE AT POST ATTACHMENT LINE OF COLUMN SCREW AT GLAZING PANEL TO POST CONNECTION SHELVING SYSTEM ATTACHED TO SLOTTED POST EXTERIOR LOFT INTERIOR LOFT SHELVING SYSTEM ATTACHED TO SLOTTED POST EXTERIOR LOFT INTERIOR LOFT 2" X 3/8" THICK BAR STOCK INTERMEDIATE DIVIDER, WELDED TO FRAME 1/2" BAR STOCK REMOVABLE GLAZING STOP 1/4" TEMPERED MILK WHITE GLASS, BY OWNER 4" X 3/16" SQUARE TUBE STEEL POST, BEYOND 1/2" 1/4" CL OF MULLION SEE 6/SCALE: LOFT DETAIL - LOFT MULLION 1/8" = 1'-0" 6 DRAWN: Zebra Projects, and all the information of Zebra COPYRIGHT The Contractor conditions of any before Do not FIELD SHEET SHEET DATE: STATUS: 06/14/2019 05/02/19 DATE 05/30/19 06/14/19 NOT 1:1 WEST ELM LA ENCANTADA LOFT SPACE
ELM HILLSDALE LOFT SPACE
WEST
STOREFRONT DETAIL
STOREFRONT DETAIL
STOREFRONT DETAIL
20 STOREFRONT SECTION
WEST ELM LEGACY PLACE STOREFRONT DEDHAM, MA
21 SUSPENDED GYP CEILING DETAIL SUSPENDED GYP CEILING DETAIL LIGHT PANEL SUSPENSION DETAIL
LOFT SPACE ACCESS PANEL AT HARD CEILING WEST ELM HILLSDALE SHOPPING CENTER
WEST ELM TUCSON
CENTER BO PANEL 12' AFF BO SLAB TBD MECHANICAL FASTENERS STEEL ANGLE M-1, FOIC CONTINUOUS ANGLE BEYOND FLAT PANEL LIGHT FIXTURE, FOIC STEEL TEE M-1, FOIC STEEL ANGLE M-1, FOIC 1 1/8" MAX 2'-0" TYP 1" MAX 1 1/8" 1/4" MAX CONFIRM WITH WE PM PRIOR TO INSTALLATION 3" ALIGN B11 LIGHTING TRACK AND LIGHT PANEL HANGER WIRE AND CHANNEL 45° MAX TYPICAL SPLAY WIRES AT 12'-0" O.C. METAL FURRING CHANNELS AT 24" O.C. MAX AND NO MORE THAN 6" FROM WALL. CHANNEL SPLICES OVERLAP 12" AND SECURE WITH DOUBLE STRAND 16 GA TIE WIRE. METAL FURRING CHANNEL CLIP 1 1/2" METAL CHANNEL AT 4'-0" MAX AND NO MORE THAN 6" FROM WALL 1 1/2" X 16 GAUGE AT 12'-0" EACH WAY 8 GAUGE HANGER WIRE AT 4'-0" ON CENTER MAX AND NO MORE THAN 6" FROM WALL OR SOFFIT NOTE: THE USE OF THE ARMSTRONG MANUFACTURED GRID SYSTEM (ICC-ES ICC-1289) OR EQUAL IS AN ACCEPTABLE ALTERNATE FOR SUSPENDED DRYWALL CEILING. WALL PARTITION AS SCHEDULED. SEE CONSTRUCTION PLANS FOR ADDITIONAL INFORMATION. METAL 'L' ANGLE FASTEN TO WALL WITH CLIP. FASTEN CARRYING CHANNEL TO METAL 'L' ANGLE WITH #10-1 1/2" SHEET METAL SCREWS 7/8" DRYWALL CHANNEL AT RIGHT ANGLE TO CARRY CHANNEL AND SPACED 16" O.C. SPACE FURRING AT 8" MAX OFF WALLS AND PROVIDE 1" CLEAR AT ABUTTING WALLS AND PARTITIONS 1-1/2" CARRYING CHANNEL AT 48" O.C. AND WITHIN 3" OF WALLS (SPACE 24" O.C. FOR FIRE RATED CONST.) PROVIDE 1" CLR AT ABUTTING WALLS AND PARTITIONS. 8 GA HANGER WIRE AT 48" O.C. AND WITHIN 8" OF END OF CARRYING CHANNEL ANGLE BRACKET METAL STUD OF UNISTRUT METAL CHANNEL CLIP OR HANGER WIRE BO GYP BD CEILING REF RCP BO STRUCTURE REF RCP 8" FASTENER #6 DRYWALL SCREWS 5/8" GYPSUM BOARD TAPE, FILL & SAND SMOOTH, TYP. DRAWN: Zebra Projects, Inc. shall retain all common law, statutory and all other reserved rights. Neither the documents nor the information herein is to be reproduced, distributed, disclosed or otherwise without the written consent of Zebra Projects, Inc. COPYRIGHT © 2019: The Contractor shall verify all figured dimensions and conditions at the project site and notify Zebra Projects, Inc. of any dimensional errors, omissions or discrepancies before beginning or fabricating any work. Do not scale these drawings. FIELD VERIFICATION: SCALE: SHEET NO.: SHEET NAME: DATE: PROJECT NO.: STATUS: REVISIONS 31718 AS NOTED 06/14/2019 PRELIMINARY ISSUE BID SET DATE DESCRIPTION HILLSDALE SHOPPING CENTER 60 E 31ST AVE #M01 05/30/19 PERMIT ISSUE 06/14/19 BID ISSUE (REV A) NOT FOR CONSTRUCTION SCALE: LIGHT PANEL SUSPENSION DETAIL 3" = 1'-0" 1 SCALE: SUSPENDED GYP. BD. CEILING 3" = 1'-0" 2 SCALE: B-LINE MOUNTED AT SPANDREL 1 1/2" = 1'-0" 3 A541 INTERIOR DETAILS BO PANEL 12' AFF BO SLAB TBD MECHANICAL FASTENERS STEEL ANGLE M-1, FOIC CONTINUOUS ANGLE BEYOND FLAT PANEL LIGHT FIXTURE, FOIC STEEL TEE M-1, FOIC STEEL ANGLE M-1, FOIC 1 1/8" MAX 2'-0" TYP 1" MAX 1 1/8" 1/4" MAX CONFIRM WITH WE PM PRIOR TO INSTALLATION 3" ALIGN B11 LIGHTING TRACK AND LIGHT PANEL HANGER WIRE AND CHANNEL 45° MAX TYPICAL SPLAY WIRES AT 12'-0" O.C. METAL FURRING CHANNELS AT 24" O.C. MAX AND NO MORE THAN 6" FROM WALL. CHANNEL SPLICES OVERLAP 12" AND SECURE WITH DOUBLE STRAND 16 GA TIE WIRE. METAL FURRING CHANNEL CLIP 1 1/2" METAL CHANNEL AT 4'-0" MAX AND NO MORE THAN 6" FROM WALL 1 1/2" X 16 GAUGE AT 12'-0" EACH WAY 8 GAUGE HANGER WIRE AT 4'-0" ON CENTER MAX AND NO MORE THAN 6" FROM WALL OR SOFFIT NOTE: THE USE OF THE ARMSTRONG MANUFACTURED GRID SYSTEM (ICC-ES ICC-1289) OR EQUAL IS AN ACCEPTABLE ALTERNATE FOR SUSPENDED DRYWALL CEILING. WALL PARTITION AS SCHEDULED. SEE CONSTRUCTION PLANS FOR ADDITIONAL INFORMATION. METAL 'L' ANGLE FASTEN TO WALL WITH CLIP. FASTEN CARRYING CHANNEL TO METAL 'L' ANGLE WITH #10-1 1/2" SHEET METAL SCREWS 7/8" DRYWALL CHANNEL AT RIGHT ANGLE TO CARRY CHANNEL AND SPACED 16" O.C. SPACE FURRING AT 8" MAX OFF WALLS AND PROVIDE 1" CLEAR AT ABUTTING WALLS AND PARTITIONS 1-1/2" CARRYING CHANNEL AT 48" O.C. AND WITHIN 3" OF WALLS (SPACE 24" O.C. FOR FIRE RATED CONST.)PROVIDE 1" CLR AT ABUTTING WALLS AND PARTITIONS. 8 GA HANGER WIRE AT 48" O.C. AND WITHIN 8" OF END OF CARRYING CHANNEL ANGLE BRACKET METAL STUD OF UNISTRUT METAL CHANNEL CLIP OR HANGER WIRE BO GYP BD CEILING REF RCP BO STRUCTURE REF RCP 8" FASTENER #6 DRYWALL SCREWS 5/8" GYPSUM BOARD TAPE, FILL & SAND SMOOTH, TYP. 1 1/2" TAPE LINE DRAWN: Zebra Projects, Inc. shall retain all common law, statutory and all other reserved rights. Neither the documents nor the information herein is to be reproduced, distributed, disclosed or otherwise without the written consent of Zebra Projects, Inc. COPYRIGHT © 2019: The Contractor shall verify all figured dimensions and conditions at the project site and notify Zebra Projects, Inc. of any dimensional errors, omissions or discrepancies before beginning or fabricating any work. Do not scale these drawings. FIELD VERIFICATION: SCALE: SHEET NO.: SHEET NAME: DATE: PROJECT NO.: STATUS: 31718 AS NOTED 06/14/2019 BID SET HILLSDALE SHOPPING CENTER NOT FOR CONSTRUCTION SCALE: LIGHT PANEL SUSPENSION DETAIL 3" = 1'-0" 1 SCALE: SUSPENDED GYP. BD. CEILING 3" = 1'-0" 2 SCALE: B-LINE MOUNTED AT SPANDREL 1 1/2" = 1'-0" 3 A541 INTERIOR DETAILS BO PANEL 12' AFF BO SLAB TBD MECHANICAL FASTENERS STEEL ANGLE M-1, FOIC CONTINUOUS ANGLE BEYOND FLAT PANEL LIGHT FIXTURE, FOIC STEEL TEE M-1, FOIC STEEL ANGLE M-1, FOIC 1 1/8" MAX 2'-0" TYP 1" MAX 1 1/8" 1/4" MAX CONFIRM WITH WE PM PRIOR TO INSTALLATION 3" ALIGN B11 LIGHTING TRACK AND LIGHT PANEL HANGER WIRE AND CHANNEL 45° MAX TYPICAL SPLAY WIRES AT 12'-0" O.C. METAL FURRING CHANNELS AT 24" O.C. MAX AND NO MORE THAN 6" FROM WALL. CHANNEL SPLICES OVERLAP 12" AND SECURE WITH DOUBLE STRAND 16 GA TIE WIRE. METAL FURRING CHANNEL CLIP 1 1/2" METAL CHANNEL AT 4'-0" MAX AND NO MORE THAN 6" FROM WALL 1 1/2" X 16 GAUGE AT 12'-0" EACH WAY 8 GAUGE HANGER WIRE AT 4'-0" ON CENTER MAX AND NO MORE THAN 6" FROM WALL OR SOFFIT NOTE: THE USE OF THE ARMSTRONG MANUFACTURED GRID SYSTEM (ICC-ES ICC-1289) OR EQUAL IS AN ACCEPTABLE ALTERNATE FOR SUSPENDED DRYWALL CEILING. WALL PARTITION AS SCHEDULED. SEE CONSTRUCTION PLANS FOR ADDITIONAL INFORMATION. METAL 'L' ANGLE FASTEN TO WALL WITH CLIP. FASTEN CARRYING CHANNEL TO METAL 'L' ANGLE WITH #10-1 1/2" SHEET METAL SCREWS 7/8" DRYWALL CHANNEL AT RIGHT ANGLE TO CARRY CHANNEL AND SPACED 16" O.C. SPACE FURRING AT 8" MAX OFF WALLS AND PROVIDE 1" CLEAR AT ABUTTING WALLS AND PARTITIONS 1-1/2" CARRYING CHANNEL AT 48" O.C. AND WITHIN 3" OF WALLS (SPACE 24" O.C. FOR FIRE RATED CONST.) PROVIDE 1" CLR AT ABUTTING WALLS AND PARTITIONS. 8 GA HANGER WIRE AT 48" O.C. AND WITHIN 8" OF END OF CARRYING CHANNEL ANGLE BRACKET METAL STUD OF UNISTRUT METAL CHANNEL CLIP OR HANGER WIRE BO GYP BD CEILING REF RCP BO STRUCTURE REF RCP 8" FASTENER #6 DRYWALL SCREWS 5/8" GYPSUM BOARD TAPE, FILL & SAND SMOOTH, TYP. EXISTING 5/8" GWB EXISTING STEEL BEAM EXISTING RIGID INSULATION EXISTING STOREFRONT SYSTEM B-LINE METAL CHANNEL ATTACHED HORIZONTALLY THROUGH TO STEEL BEAM 1 5/8" MIN LIGHT FIXTURE. INSTALL IN TRACK PER MANUFACTURER INSTRUCTIONS DRAWN: PHONE: 480.912.1169 www.zbr.co.uk Zebra Projects, Inc. shall retain all common law, statutory and all other reserved rights. Neither the documents nor the information herein is to be reproduced, distributed, of Zebra Projects, Inc. COPYRIGHT © 2019: The Contractor shall verify all figured dimensions and conditions at the project site and notify Zebra Projects, Inc. of any dimensional errors, omissions or discrepancies before beginning or fabricating any work. Do not scale these drawings. FIELD VERIFICATION: SCALE: SHEET NO.: SHEET NAME: DATE: PROJECT NO.: STATUS: REVISIONS 31718 AS NOTED STORE NO.: 06/14/2019 05/02/19 PRELIMINARY ISSUE BID SET 6283 DATE DESCRIPTION HILLSDALE SHOPPING CENTER 60 E 31ST AVE #M01 SAN MATEO, CA 94403 05/30/19 PERMIT ISSUE 06/14/19 BID ISSUE (REV A) NOT FOR CONSTRUCTION SCALE: LIGHT PANEL SUSPENSION DETAIL 3" = 1'-0" 1 SCALE: SUSPENDED GYP. BD. CEILING 3" = 1'-0" 2 SCALE: B-LINE MOUNTED AT SPANDREL 1 1/2" = 1'-0" 3 A541 INTERIOR DETAILS BO PANEL 12' AFF BO SLAB TBD MECHANICAL FASTENERS STEEL ANGLE M-1, FOIC CONTINUOUS ANGLE BEYOND FLAT PANEL LIGHT FIXTURE, FOIC STEEL TEE M-1, FOIC STEEL ANGLE M-1, FOIC 1 1/8" MAX 2'-0" TYP 1" MAX 1 1/8" 1/4" MAX CONFIRM WITH WE PM PRIOR TO INSTALLATION 3" ALIGN B11 LIGHTING TRACK AND LIGHT PANEL 45° MAX TYPICAL SPLAY WIRES AT 12'-0" O.C. METAL FURRING CHANNELS AT 24" O.C. MAX AND NO MORE THAN 6" FROM WALL. CHANNEL SPLICES OVERLAP 12" AND SECURE WITH DOUBLE STRAND 16 GA TIE WIRE. METAL FURRING CHANNEL CLIP 1 1/2" METAL CHANNEL AT 4'-0" MAX AND NO MORE THAN 6" FROM WALL 1 1/2" X 16 GAUGE AT 12'-0" EACH WAY 8 GAUGE HANGER WIRE AT 4'-0" ON CENTER MAX AND NO MORE THAN 6" MANUFACTURED GRID SYSTEM (ICC-ES ICC-1289) OR EQUAL IS AN ACCEPTABLE ALTERNATE FOR SUSPENDED DRYWALL WALL PARTITION AS SCHEDULED. SEE CONSTRUCTION PLANS FOR ADDITIONAL INFORMATION. METAL 'L' ANGLE FASTEN TO WALL WITH CLIP. FASTEN CARRYING CHANNEL TO METAL 'L' ANGLE WITH #10-1 1/2" SHEET METAL SCREWS 7/8" DRYWALL CHANNEL AT RIGHT ANGLE TO CARRY CHANNEL AND SPACED 16" O.C. SPACE FURRING AT 8" MAX OFF WALLS AND PROVIDE 1" CLEAR AT ABUTTING WALLS AND PARTITIONS WALLS (SPACE 24" O.C. FOR FIRE RATED CONST.) PROVIDE 1" CLR AT ABUTTING WALLS AND PARTITIONS. BO GYP BD CEILING REF RCP R11/4" FRAME PANEL 3-5/8" METAL STUD FRAMING FASTENER #6 DRYWALL SCREWS 5/8" GYPSUM BOARD TAPE, FILL & SAND SMOOTH, TYP. B. SECTION A. PLAN 3" 1 1/2" TAPE LINE 3/16" 5/8" 1/4" 24" ACCESS OPENING 24" 2 TYP.B ATTACHED HORIZONTALLY THROUGH TO STEEL BEAM 1 5/8" MIN LIGHT FIXTURE. INSTALL IN TRACK PER MANUFACTURER INSTRUCTIONS DRAWN: ZEBRA 14614 N SCOTTSDALE, PHONE: Zebra Projects, and all other the information disclosed of Zebra Projects, COPYRIGHT The Contractor conditions of any dimensional before beginning Do not scale FIELD VERIFICATION: SHEET SHEET DATE: STATUS: STORE 06/14/2019 05/02/19 DATE NOT SCALE: LIGHT PANEL SUSPENSION DETAIL 3" = 1'-0" 1 SCALE: SUSPENDED GYP. BD. CEILING 3" = 1'-0" 2 SCALE: ACCESS PANEL AT HARD CEILING (IF REQUIRED) 1 1/2" = 1'-0" 4 B-LINE MOUNTED AT SPANDREL INTERIOR 6/14/2019 9:02:09 PM, ANSI full bleed D (22.00 x 34.00 Inches), 1:1
WEST ELM EMPIRE
Front/Back & Day/Night Reversal Urban Mixed-use Complex
Site Location: Downtown St. Louis, MO
Tutor: Kathryn Dean (kathryn@dean-wolf.com)
There is a typical situation of incontinuity in the city of St. Louis - active buildings are isolated by vacant lands - as opposed to a vibrant urban district. The gaps - vacant properties, parking lots, driveways or allies - are considered negative spaces due to lack of activities during day time and light during night. This design game aimed to create a new and attractive life experience through reversing building front and back to transition those negative spaces into positive ones.
I was inspired by a block on Washington Ave, which is right adjacent to the project site on the North. The building is setback 90' from 11th Street making the room for a parking lot. This particular parking lot does not give a feeling of incompletion in space, because the setback is equal to the building height.
Washington Street Locust Street Tucker Blvd N 11th Street
Wine Bar Parmacy Tiny Bar Urban Shark Bicycle Mas. Finance City Smiles Rooster Locust Loft The Shell Building Christ Church Cathedral St. Louis Public Library Nara Cafe Flamingo Bowl Sprint Store Bobby’s Place Prime 1000 Fitness Factory Side Bar Star Clipper The Dubliner Sushi Bar Mango Sprint Store North Tucker Washington BLVD North Tucker St Charles Street FRONT STREET BACKSTREET STREET SITE CONTEXT 22
HABITABLE AND WORKING SPACE
COURTYARD IN THE ALLEY
CIRCULATION WITH SOCIAL PATIO
Music Venue Platform JAZZ Bar Retail Store Front Yard Front Yard Dance Club Parking Back Yard Back Yard Back Yard Laundry Gardroom Leasing Office
SPACE AND ALLEY
FOR NIGHT EVENTS
SOCIAL
SPACE
HABITABLE SPACE
BUILDING FRONT AND
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REVERSED ALLEY ABOVE PARKING
24
MUSIC VENUES
SECTION A
GROUND FLOOR PLAN
25
SECOND FLOOR PLAN
Glitch in the Oblivion Reimage Housing
Site Location: Seattle, WA
Tutor: David Ruy (David@ruyklein.com)
The idea of this housing project rooted in the concept of ‘glitch’. Glitch are design errors or fault, particular in digital circuit, which can cause drastic distortion or problems within the code system. In this project, my assumption was to set the top floor as the primary space where the circulation begins connected to each, as supposed to regular structure where the beginning point roots from the ground floor. The site is located in the Discovery Park in Seattle, where the abandoned water treatment structures can be remodeled as housing units.
26
CONCEPTUAL DIAGRAM
27
AN EXPLOSION VIEW OF THE GLITCH SYSTEM
SECTION
GROUND FLOOR PLAN
28
TYPICAL FLOOR PLAN
The idea is focused on transforming the existing water sediment tanks as the structural spines for the upper ‘living cloud’. The active spaces are elevated, and connected to each other.
29
LIGHT MAPPING
