Fort Worth YMCA + Youth Hostel Miguel Flores | Arch 5672.001 | Fall 2017 The University of Texas at Arlington School of Architecture College of Architecture, Planning + Public Affairs
Fort Worth YMCA + Youth Hostel Miguel Flores | Arch 5672.001 | Fall 2017 Contents Introduction
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Ground level
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Ground level balcony space
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Sublevel 1
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Hostel typical unit/Parti sketch
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Sublevel 2
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Basketball mezanine
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Sublevel 3
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Pool mezanine
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Sections
11-12
Sketches
13-14
Mechanical
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Wall sections
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Study/Physical models Exterior render
17-19 20
Fort Worth YMCA + Youth Hostel New Views Along the Trinity
The site of the project is located off of the trinity river near Heritage Park Plaza. One of the first
The site of the project is located off of the trinity river near Heritage Park Plaza. When analyzing the site many factors were taken into consideration such as the existing park and the 80 foot drop in theelevation. The objective was to create a building that could engage with the space between the park and the garage while at the same time being considerate of the existing context. When approaching the site the first thing you see is the youth hostel suspended 20 feet above the plaza space by pilotis. In the background you can see the YMCA peaking out from behind the hostel. This is intended to draw the pedestrian traffic towards it so that when they go underneath the hostel they are greeted with a new public space that is created between the entrances of the YMCA and the youth hostel. As you approach the YMCA entrance you are immediatly given a view down to the basketball court. On the ground level you can look down to the volleyball courts go to the running track/flex space or walk past both to the outdoor lounge. As you move further down into the building you have views down to the pools and raquetball/ basketball/volleyball courts while eventually gaining access to these spaces. The bigger spaces are located with views to the river for the people participating or watching the activities.
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Fort Worth YMCA & Youth Hostel
Miguel Flores | Arch 5672.001 | Fall 2017
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C
B
A
2
1
1
C
B
A
D
D
2
N
N 1/32"=1'-0"
TRUE NORTH
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GROUND LEVEL PLAN
PLAN NORTH
Fort Worth YMCA & Youth Hostel
Miguel Flores | Arch 5672.001 | Fall 2017
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MACHINES AND FREE WEIGHTS
KICKBOXING AND BOXING
N N
N
1/32"=1'-0" TRUE NORTH
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N
1/32"=1'-0"
SUBLEVEL 1 PLAN
PLAN NORTH
Fort Worth YMCA & Youth Hostel
TRUE NORTH
TYPICAL UNIT PLAN
PLAN NORTH
Miguel Flores | Arch 5672.001 | Fall 2017
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CARDIO MACHINES
N
N
1/32"=1'-0" TRUE NORTH
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SUBLEVEL 2 PLAN
PLAN NORTH
Fort Worth YMCA & Youth Hostel
Miguel Flores | Arch 5672.001 | Fall 2017
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N
N
1/32"=1'-0" TRUE NORTH
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SUBLEVEL 3 PLAN
PLAN NORTH
Fort Worth YMCA & Youth Hostel
Miguel Flores | Arch 5672.001 | Fall 2017
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1/32"=1'-0"
1/32"=1'-0"
LONGITUDINAL SECTION 1/TRANSVERSE SECTION D SECTION
1/32"=1'-0"
SECTION
TRANSVERSE SECTION C SECTION
1/32"=1'-0"
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TRANSVERSE SECTION A
Fort Worth YMCA & Youth Hostel
Miguel Flores | Arch 5672.001 | Fall 2017
TRANSVERSE SECTION B SECTION
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Fort Worth YMCA & Youth Hostel
Miguel Flores | Arch 5672.001 | Fall 2017
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24 ga. pre - finished sheet metal parapet cap L 4 x 4 x 1/4 @ 48" o.c., weld to steel structure below within 6" from joist bearing connection (if applicable), typical at all parapet walls 58'-6" Top of Parapet
63'-6" Top of Parapet
fully adhered 60 mil. TPO single ply membrane roof system as specified
24 ga. pre - finished sheet metal parapet cap L 4 x 4 x 1/4 @ 48" o.c., weld to steel structure below within 6" from joist bearing connection (if applicable), typical at all parapet walls fully adhered 60 mil. TPO single ply membrane roof system as specified
tapered roof insulation as required
tapered roof insulation as required
structural steel, reference structural
structural steel, reference structural
roof decking, reference structural
roof decking, reference structural
(2) layers of 2.5” Firestone ISO 95+ GL Insulation (R-30.6) or equal
(2) layers of 2.5” Firestone ISO 95+ GL Insulation (R-30.6) or equal
steel truss, reference structural
24 ga. pre - finished sheet metal parapet cap 63'-6" Sublevel 1 L 4 x 4 x 1/4 @ 48" o.c., weld to steel structure below within 6" from joist bearing connection (if applicable), typical at all parapet walls fully adhered 60 mil. TPO single ply membrane roof system as specified tapered roof insulation as required roof decking, reference structural (2) layers of 2.5” Firestone ISO 95+ GL Insulation (R-30.6) or equal
steel truss, reference structural
6" 18 ga. at 16" o.c. metal studs with R-19 batt insulation
6" 18 ga. at 16" o.c. metal studs
1/2" denseglass sheathing with tyvek commercial wrap or equal weather resistant membrane
1/2" denseglass sheathing with tyvek commercial wrap or equal weather resistant membrane
5/8" gypsum board painted
50'-0" Sixth Floor
5/8" gypsum board painted
pre-cast concrete panels 1/2" denseglass sheathing with tyvek commercial wrap or equal weather resistant membrane 6" 18 ga. at 16" o.c. metal studs with R-19 batt insulation 5/8" gypsum board painted
3/8" channel glass system 4 1/2" aluminum storefront system w/ 1" insulated low-e glass
concrete cap pre-cast concrete panels
MACHINES AND FREE WEIGHTS
KICKBOXING AND BOXING
6" 18 ga. at 16" o.c. metal studs
36'-0" Running Track
5/8" gypsum board painted floor deck, ref. structural structural steel, reference structural steel truss, reference structural 6" 18 ga. at 16" o.c. metal studs with R-19 batt insulation
25/32 tongue and groove maple flooring 24'-0" Sublevel 1 (Volleyball)
airtech pads @ 12" o.c.
1/2" denseglass sheathing with tyvek commercial wrap or equal weather resistant membrane
6-mil polyethylene film
5/8" gypsum board painted
2 x 3 sleepers @ 9" o.c.
floor deck, ref. structural
10'-0" Second Floor
1/2" denseglass sheathing with tyvek commercial wrap or equal weather resistant membrane
pre-cast concrete panels 1/2" denseglass sheathing with tyvek commercial wrap or equal weather resistant membrane 6" 18 ga. at 16" o.c. metal studs with R-19 batt insulation 5/8" gypsum board painted 4 1/2" aluminum storefront system w/ 1" insulated low-e glass floor deck, ref. structural 0'-0" Ground Level
steel truss, reference structural
-10'-0" Sublevel 1 pre-cast concrete panels continuous adhesive between panel and studs plastic laminate backer
3/8" channel glass system
25/32 tongue and groove ceiling
4 1/2" aluminum storefront system w/ 1" insulated low-e glass
plastic laminate 'facer' laminate color: frosty white
1/2" denseglass sheathing with tyvek commercial wrap or equal weather resistant membrane 6" 18 ga. at 16" o.c. metal studs with R-19 batt insulation 5/8" gypsum board painted 4 1/2" aluminum storefront system w/ 1" insulated low-e glass floor deck, ref. structural
25/32 tongue and groove maple flooring 100'-0" Sublevel 3 (Racquetball)
-20'-0" Sublevel 2
2 x 3 sleepers @ 9" o.c. airtech pads @ 12" o.c. 6-mil polyethylene film floor deck, ref. structural steel truss, reference structural
25/32 tongue and groove maple flooring 0'-0" Sublevel 3 (Pool)
-30'-0" Plinth
polished floor finish
Cantilever retaining wall Concrete pier
1/4"=1'-0"
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Fort Worth YMCA & Youth Hostel
Miguel Flores | Arch 5672.001 | Fall 2017
RETAINING WALL/RAQUETBALL/VOLLEYBALL SECTION
1/4"=1'-0"
POOL/RUNNING TRACK SECTION
1/4"=1'-0"
YOUTH HOSTEL SECTION
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Fort Worth YMCA & Youth Hostel
Miguel Flores | Arch 5672.001 | Fall 2017
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Fort Worth YMCA & Youth Hostel
Miguel Flores | Arch 5672.001 | Fall 2017
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Miguel Flores | Arch 5672.001 | Fall 2017
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