Architecture Portfolio
Architecture Portfolio for Chris Jenkins, a culmination of works created during his pursuit of a B.S. of Architecture degree at the University of Cincinnati
Architecture Portfolio for Chris Jenkins, a culmination of works created during his pursuit of a B.S. of Architecture degree at the University of Cincinnati
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Chris Jenkins<br />
architecture portfolio
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Fractured Landscape<br />
ICONOCLAST - Central Park<br />
Redesign Competition<br />
In the wake of a fictional eco-terrorism attack, Central<br />
Park as we know it ceases to exist. Trees and plant life<br />
have died off within a week, and the landscape is a shell<br />
of what it had been previously. We are challenged to<br />
create a new landscape, to bring back the identity of<br />
Central Park and it’s significance within the Manhattan<br />
borough and New York City as a whole.<br />
My proposal extends the uniform city grid into the new<br />
park, abstracting and deforming as connections are<br />
made to other entrances. From there, the ground is<br />
split and extruded, creating a fractured landscape that<br />
introduces new activity into the city. Outdoor rappelling<br />
and climbing are now available as recreation, as are<br />
more conventional methods of entertainment such as<br />
walking your dog, people watching, and throwing a<br />
frisbee.<br />
Pulling the ground up creates a terraced effect, with<br />
different levels creating more segmented public spaces<br />
meant to be shared by fewer groups of people at a time.<br />
By adding the vertical to the new Central Park, eye level<br />
is now above the treeline and at the same height as<br />
roofs of 6 or 7 story walkups, common sights through<br />
all of Manhattan. This new perspective on the city allows<br />
for the sharing of views that only select buildings on<br />
the North end of the Park typically receive, giving these<br />
views to all of the millions of yearly park visitors, instead<br />
of just a handful of New Yorkers.<br />
For Central Park to remain such a prominent New York<br />
icon in the aftermath of an eco-terrorism attack, it needs<br />
to pave the way for what a modern park is. By raising<br />
the ground plane above the tree line, and providing for<br />
new activities not conventionally seen in parks, Central<br />
Park can once again be the standard by which all public<br />
parks are compared.<br />
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Z-Haus OTR<br />
2018 Department of Energy<br />
Race to Zero Competition<br />
From 2014 to 2018, the U.S. Department of Energy ran<br />
a design competition for students, challenging teams to<br />
design structures of varying programmatic requirements<br />
that resulted in net zero buildings. The team I was on,<br />
Z-Haus OTR, consisted of 4 architecture students and<br />
3 architectural engineering students, and was the only<br />
team from the University of Cincinnati that progressed<br />
to finals presentation in Golden, Colorado.<br />
We partnered with a local non-profit, Cincinnati Center<br />
City Development Corporation (3CDC), to choose an<br />
appropriate site, and settled on 1531 Pleasant St., located<br />
in Over-the-Rhine (OTR), a neighborhood that has<br />
seen large scale revitilization since 2000. With public<br />
transit providing quick access to all of Cincinnati just a<br />
block away, the local farmer’s market a 5 minute walk<br />
away, and a plethora of historic buildings and new<br />
developments within a mile radius, we knew this would<br />
be the perfect location to begin design.<br />
As one of the New York Times’ “52 Places to Go in 2018,”<br />
and as a city that is a hotspot for startups, we knew<br />
our target audience would be for a young family, with<br />
1-2 children. We then strived to design the interior with<br />
comfort and a healthy mix of private and public spaces<br />
in mind, while relying on the fabric of the surrounding<br />
buildings to drive a common language for the exterior.<br />
Right - View from the 2nd Floor<br />
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Cincinnati, as a city, has a fairly uniform look. With new<br />
developments straying from the typical Italianate and<br />
Germanic architecture, various groups have been calling<br />
for a return to the older styles. The OTR Foundation<br />
was publishing a set of guidelines as we were starting<br />
our initial designs, guidelines that called for, among<br />
others, primary use of brick on the exterior, a primarily<br />
vertically-oriented facade, and a relative uniformity<br />
in height between new developments and existing<br />
buildings.<br />
Wanting to somewhat conform to these new guidelines,<br />
my team performed glazing optimization studies using<br />
Sefaira and Sketchup, finding that a 30-40% surfaceto-glazing<br />
ratio would provide the most optimal light<br />
against loss of energy through the panes. Keeping<br />
in mind the emphasis on the vertical, 3 floors were<br />
required to fit the program while simultaneously<br />
allowing for a large surface area to place windows.<br />
Along with the above surface-to-glazing studies, the<br />
team also studied how overall form would impact<br />
energy loss, and found that a “deep-L,” as we called<br />
it, would give us the required square footage, while<br />
maintaing the architectural look stressed by the OTR<br />
Foundation and be remniscent of other similar floor<br />
layouts in the surrounding streets.<br />
Right - Exterior Elevation showing similarities in<br />
language between neighboring buildings<br />
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LIVING ROOM<br />
KITCHEN<br />
OFFICE<br />
DINING<br />
UP<br />
DN<br />
STO.<br />
L<br />
MECH. ROOM<br />
UP<br />
1/2 BATH<br />
CORRIDOR<br />
ENTRY<br />
DN<br />
0’ 1’ 2’ 4’<br />
N<br />
9<br />
PLEASANT ST.<br />
First Floor Plan<br />
Second Fl
MASTER<br />
BEDROOM<br />
MEZZANINE<br />
W.I.C.<br />
STO.<br />
MASTER<br />
BATH<br />
W/D<br />
AUNDRY<br />
BATHROOM<br />
STORAGE<br />
DN<br />
CORRIDOR<br />
BEDROOM 2<br />
BEDROOM 1<br />
oor Plan<br />
Third Floor Plan<br />
10
3 5/8" BRICK<br />
2” AIR GAP<br />
6” EPS INSULATION<br />
1/4” AIR GAP<br />
1/2” ZIP SHEATHING<br />
2x6 STUDS @ 24” O.C.<br />
1/2” ZIP SHEATHING<br />
EPDM MEMBRANE<br />
1” GROWING MEDIUM<br />
1” DRAINAGE BOARD<br />
1/2” PROTECTIVE MAT<br />
EPDM MEMBRANE<br />
6” EPS INSULATION<br />
1/2” OSB SHEATHING<br />
2x12 RAFTERS @ 24” O.C.<br />
1/2” GYPSUM WALL BOARD<br />
3 5/8" BRICK<br />
2” AIR GAP<br />
6” EPS INSULATION<br />
1/4” AIR GAP<br />
1/2” ZIP SHEATHING<br />
2x6 STUDS @ 24” O.C.<br />
1/2” GYPSUM WALL BOARD<br />
3 5/8" BRICK<br />
2” AIR GAP<br />
6” EPS INSULATION<br />
1/4” AIR GAP<br />
1/2” ZIP SHEATHING<br />
2x6 STUDS @ 24” O.C.<br />
1/2” GYPSUM WALL BOARD<br />
3/4” WOOD FLOORING<br />
3/4” SHEATHING<br />
1/2” OSB SHEATHING<br />
2x12 RAFTER @ 24” O.C.<br />
3 5/8" BRICK<br />
2” AIR GAP<br />
6” EPS INSULATION<br />
1/4” AIR GAP<br />
1/2” ZIP SHEATHING<br />
2x6 STUDS @ 24” O.C.<br />
1/2” GYPSUM WALL BOARD<br />
3/4" WOOD FLOORING<br />
3/4” SHEATHING<br />
1x2 FURRING STRIPS @ 16” O.C.<br />
4” CONCRETE SLAB W/ 4” EPS<br />
INSULATION AROUND PERIMETER<br />
4” EPS INSULATION<br />
GRAVEL AND DIRT INFILL<br />
11<br />
0’ 1’ 2’ 4’<br />
Typical Wall Section
3 5/8" BRICK<br />
2” AIR GAP<br />
6” EPS INSULATION<br />
1/4” AIR GAP<br />
1/2” ZIP SHEATHING<br />
2x6 STUDS @ 24” O.C.<br />
1/2” GYPSUM WALL BOARD<br />
0’ 1’ 2’<br />
Window Section<br />
Thermal Barrier<br />
Vapor Barrier<br />
12
<strong>Architecture</strong> Co-ops<br />
K4 <strong>Architecture</strong><br />
Jackson Liles <strong>Architecture</strong><br />
I spent my first two co-ops in Cincinnati, OH, working<br />
at K4 <strong>Architecture</strong>. During my first semester of work,<br />
I spent most of my time on a school renovation and<br />
addition in Kentucky. The majority of the program was<br />
adding a gymnasium with auxiliary spaces (a fitness<br />
center, concessions, and running track) as well as a<br />
daycare and media center. On this project, I touched<br />
a little bit of everything, from construction details to<br />
construction administration, as well as preliminary<br />
research and sketches for contractors. This project is<br />
currently under construction, with scheduled completion<br />
at some point in 2019.<br />
My second semester of work with K4 was spent working<br />
primarily on a series of projects for a chain of shops in<br />
Ohio. The chain was looking to rebrand and, depending<br />
on the location, would rebuild or build new, do a full<br />
interior gut and renovation, or just a remodel of graphics<br />
and some equipment. Specifically, I worked on three of<br />
the renovation projects, creating a majority of the base<br />
drawings for construction as well as some detail work.<br />
My final co-op was spent in San Francisco, CA, working<br />
with Jackson Liles <strong>Architecture</strong>. While there, I got<br />
the opportunity to work on a number of various size<br />
projects, from design development on a preschool to<br />
design development and renderings on a new shipping<br />
facility for the Bay Area. Additionally, I assisted with<br />
preliminary code review and schematic design for a<br />
client looking to expand on their current site.<br />
Right - Sylized rendering showing entrance and<br />
surrounding streetscapes of shipping facility<br />
(Jackson Liles <strong>Architecture</strong>)<br />
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15
Photoshop renderings of school addition<br />
produced for client presentations<br />
and fundraising<br />
(K4 <strong>Architecture</strong>)<br />
16
1x3 WOOD BLOCKING<br />
PREFINISHED ALUMINUM<br />
ROOF EDGE FASCIA<br />
CONTINUOUS CLEAT<br />
2x10 BLOCKING,<br />
RIPPED TO SIZE<br />
T/MASONRY<br />
ELEV. 145'-4"<br />
J-MOLD<br />
1 1/2"<br />
ALUMINUM SOFFIT<br />
BACKER ROD AND<br />
SEALANT THE ENTIRE<br />
PERIMETER<br />
STEEL ANGLE REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
STEEL JOIST REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
BOND BEAM REFER TO<br />
STRUCTRUAL DRAWINGS<br />
FOR DETAILS<br />
1-3/4" METAL WALL<br />
PANEL SYSTEM<br />
MASONRY VENEER<br />
BEYOND<br />
FASTENER SEE<br />
MANUFACTURER<br />
SPECIFICATIONS<br />
1'-1 1/2"<br />
1<br />
A602<br />
1'-0"<br />
2 3/8"<br />
WALL CAP<br />
DETAIL<br />
SCALE:<br />
N.T.S.<br />
TPO MEMBRANE<br />
1/2" EXTERIOR GRADE<br />
PLYWOOD SHEATHING<br />
2x10 FRAMING RIPPED<br />
TO ANGLE @ 24" O.C.<br />
2x8 WOOD BLOCKING<br />
RIPPED TO SIZE AND ANGLE<br />
ANCHOR BOLT<br />
2x12 WOOD BLOCKING<br />
BOND BEAM REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
2" RIGID INSULATION<br />
RIGID ROOF<br />
INSULATION<br />
METAL DECK REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
1x3 WOOD BLOCKING<br />
PREFINISHED ALUMINUM<br />
ROOF EDGE FASCIA<br />
2x10 BLOCKING,<br />
RIPPED TO SIZE<br />
CONTINUOUS CLEAT<br />
T/MASONRY<br />
ELEV. 145'-4"<br />
J-MOLD<br />
1 1/2"<br />
ALUMINUM SOFFIT<br />
BACKER ROD AND<br />
SEALANT THE ENTIRE<br />
PERIMETER<br />
STEEL ANGLE REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
STEEL JOIST REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
BOND BEAM REFER TO<br />
STRUCTRUAL DRAWINGS<br />
FOR DETAILS<br />
1-3/4" METAL WALL<br />
PANEL SYSTEM<br />
FASTENER SEE<br />
MANUFACTURER<br />
SPECIFICATIONS<br />
1'-1 1/2"<br />
2<br />
A602<br />
1'-6 3/8"<br />
WALL CAP<br />
DETAIL<br />
SCALE:<br />
N.T.S.<br />
TPO MEMBRANE<br />
1/2" EXTERIOR GRADE<br />
PLYWOOD SHEATHING<br />
2x10 FRAMING RIPPED<br />
TO ANGLE @ 24" O.C.<br />
2x8 WOOD BLOCKING<br />
RIPPED TO SIZE AND ANGLE<br />
ANCHOR BOLT<br />
2x8 WOOD BLOCKING<br />
BOND BEAM REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
2" RIGID INSULATION<br />
RIGID ROOF<br />
INSULATION<br />
METAL DECK REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
1/2" EXTERIOR<br />
GRADE PLYWOOD<br />
SHEATHING<br />
2X10 FRAMING<br />
RIPPED TO ANGLE @<br />
24" O.C.<br />
2x8 WOOD<br />
BLOCKING RIPPED<br />
TO SIZE<br />
ANCHOR BOLT<br />
2x8 WOOD BLOCKING<br />
T/MASONRY<br />
ELEV. 145'-4"<br />
BOND BEAM REFER<br />
TO STRUCTURAL<br />
DRAWINGS FOR<br />
DETAILS<br />
RIGID ROOF<br />
INSULATION<br />
METAL DECK<br />
REFER TO<br />
STRUCTURAL<br />
DRAWINGS FOR<br />
DETAILS<br />
STEEL ANGLE REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
3<br />
A602<br />
WALL CAP<br />
DETAIL<br />
SCALE:<br />
N<br />
MASONRY VENEER<br />
12" CMU REFER TO<br />
STRUCTURAL<br />
DRAWINGS<br />
1-3/4" METAL WALL<br />
PANEL SYSTEM<br />
2" RIGID INSULATION<br />
FLEXIBLE THRU-WALL<br />
FLASHING WITH WEEPS<br />
@ 24" O.C. EXTEND<br />
FLASHING UP<br />
INSULATION 12" MIN.<br />
THRU-WALL METAL<br />
COUNTER FLASHING<br />
TERMINATION BAR<br />
REFER TO SHEET A601<br />
FOR DETAILS<br />
2" RIGID INSULATION<br />
MORTAR DROP<br />
PROTECTION<br />
6<br />
A602<br />
FASTENER SEE<br />
MANUFACTURER<br />
SPECIFICATIONS<br />
DRIP EDGE FLASHING<br />
CAST STONE BAND<br />
STONE BAND FLASHING<br />
DETAIL<br />
SCALE: N.T.S.<br />
TPO MEMBRANE<br />
METAL DECK REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
RIGID ROOF<br />
INSULATION<br />
CONCRETE SLAB ON<br />
METAL DECK REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
STEEL ANGLE REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
1'-6"<br />
CONCRETE FOUNDATION WALL<br />
REFER TO STRUCTURAL<br />
DRAWINGS FOR DETAILS<br />
CONCRETE RETAINING WALL<br />
REFER TO STRUCTURAL<br />
DRAWINGS FOR DETAILS<br />
STEEL JOIST REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
4" CMU EACH SIDE OF<br />
STEEL BEAM<br />
STEEL BEAM REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
2" RIGID INSULATION<br />
7<br />
A602<br />
ROOF FLASHING<br />
DETAIL<br />
SCALE: N.T.S.<br />
8<br />
A602<br />
LADDER CON<br />
DETAIL<br />
SCALE: N<br />
4" MASONRY VENEER<br />
BACKER ROD<br />
AND SEALANT<br />
MORTAR DROP<br />
PROTECTION<br />
MASONRY VENEER<br />
THRU -WALL FLASHING<br />
WITH WEEPS @ 24" O.C.<br />
EXTEND FLASHING UP<br />
INSULATION 12" MIN.<br />
11<br />
A602<br />
RETAINING WALL CONNECTION<br />
DETAIL<br />
SCALE: N.T.S.<br />
CONCRETE RETAINING WALL<br />
REFER TO STRUCTURAL<br />
DRAWINGS FOR DETAILS<br />
CONCRETE FOUNDATION WALL<br />
REFER TO STRUCTURAL<br />
DRAWINGS FOR DETAILS<br />
PREFINISHED<br />
ALUMINUM CAP<br />
WITH DRIPS BOTH<br />
SIDES<br />
CONTINUOUS CLEAT<br />
2x10 NAILER<br />
PREFINISHED<br />
BREAK METAL<br />
CLADDING<br />
3-5/8" METAL STUD<br />
@ 16" O.C.<br />
2x4 BLOCKING<br />
RIPPED TO SIZE<br />
10 1/4" 8" 4"<br />
2x8 BLOCKING<br />
RIPPED TO SIZE<br />
1/2" EXTERIOR GRADE<br />
PLYWOOD SHEATING<br />
TPO MEMBRANE<br />
TAPERED ROOF<br />
INSULATION<br />
THRU-WALL METAL<br />
COUNTER FLASHING<br />
TERMINATION BAR<br />
REFER TO A601 FOR DETAILS<br />
BOND BEAM REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
TAPERED ROOF<br />
INSULATION<br />
METAL DECK REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
TPO MEMBRANE<br />
BACKER ROD<br />
AND SEALANT<br />
2" RIGID INSULATION<br />
4" MASONRY VENEER<br />
16<br />
A602<br />
RETAINING WALL CONNECTION<br />
DETAIL<br />
SCALE: N.T.S.<br />
2X4 BLOCKING<br />
BACKER ROD AND SEALANT<br />
J-MOLD<br />
B/STEEL<br />
ELEV. 122'-8 3/8"<br />
12<br />
A602<br />
9 1/2"<br />
CANOPY<br />
DETAIL<br />
SCALE:<br />
N.T.S.<br />
METAL DECK REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
STEEL OUTRIGGER<br />
REFER TO STRUCTURAL<br />
DRAWINGS FOR DETAILS<br />
ALUMINUM SOFFIT<br />
6x4 STEEL TUBE REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
2x4 BLOCKING RIPPED<br />
TO SIZE<br />
J-MOLD<br />
B/STEEL<br />
ELEV. 122'-8 3/8"<br />
BACKER ROD AND SEALANT<br />
4" CMU EACH SIDE OF<br />
STEEL BEAM<br />
STOREFRONT REFER TO<br />
SHEET A802 FOR DETAILS<br />
13<br />
A602<br />
CANOPY<br />
DETAIL<br />
SCALE:<br />
N<br />
8"<br />
1" x 1" METAL<br />
CORNER GUARDS<br />
5/8" GYPSUM<br />
BOARD<br />
1'-4"<br />
EXISTING METAL<br />
COLUMN. CUT<br />
TRACK TO FIT<br />
AROUND<br />
COLUMN<br />
3 5/8" METAL STUDS<br />
17<br />
A602<br />
COLUMN WRAP<br />
DETAIL<br />
SCALE: N.T.S.
1'-10 5/16"<br />
PREFINISHED<br />
ALUMINUM ROOF<br />
EDGE<br />
TPO MEMBRANE<br />
1'-0"<br />
1'-1 1/2"<br />
TPO MEMBRANE<br />
PREFINISHED<br />
ALUMINUM<br />
ROOF EDGE<br />
FASCIA<br />
CONTINUOUS<br />
CLEAT<br />
2X10 BLOCKING<br />
RIPPED TO SIZE<br />
1 1/2"<br />
J - MOLD<br />
ALUMINUM SOFFIT<br />
1X3 WOOD<br />
BLOCKING<br />
BACKER ROD AND<br />
SEALANT THE<br />
ENTIRE PERIMETER<br />
FASTENER SEE<br />
MANUFACTURER<br />
SPECIFICATIONS<br />
2" RIGID INSULATION<br />
1 3/4" METAL<br />
WALL PANEL<br />
SYSTEM<br />
T/MASONRY<br />
ELEV. 142'-8"<br />
1 3/4"<br />
CONTINUOUS CLEAT<br />
6 1/2"<br />
2X10<br />
BLOCKING<br />
MASONRY VENEER<br />
STEEL ANGLE REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
BOND BEAM REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
1/2" EXTERIOR<br />
GRADE PLYWOOD<br />
SHEATHING<br />
2X4 BLOCKING<br />
RIPPED<br />
TO SIZE AND ANGLE<br />
BOND BEAM REFER<br />
TO STRUCTURAL<br />
DRAWINGS FOR<br />
DETAILS<br />
2" RIGID INSULATION<br />
RIGID ROOF<br />
INSULATION<br />
METAL DECK REFER<br />
TO STRUCTURAL<br />
DRAWINGS FOR<br />
DETAILS<br />
STEEL JOIST REFER<br />
TO STRUCTURAL<br />
DRAWINGS FOR<br />
DETAILS<br />
1/2" EXTERIOR GRADE<br />
PLYWOOD SHEATHING<br />
WOOD TRUSS REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
2x4 WOOD STUD<br />
@ EACH TRUSS<br />
PRE FINISHED<br />
METAL GUTTER<br />
PROFILE TO<br />
MATCH EXISTING<br />
FASCIA MATCH<br />
EXISTING<br />
T/MASONRY<br />
ELEV. 133'-4"<br />
SOFFIT MATCH EXISTING<br />
B/SOFFIT<br />
ELEV. 132'-5 7/16"<br />
BACKER ROD AND<br />
SEALANT THE<br />
ENTIRE PERIMETER<br />
2" RIGID INSULATION<br />
MASONRY VENEER<br />
4<br />
12<br />
SHINGLE ROOF<br />
MATCH EXISTING<br />
ACOUSTICAL CEILING<br />
REFER TO CEILING<br />
PLAN FOR DETAILS<br />
2x8 WOOD BLOCKING<br />
ANCHOR BOLT<br />
BOND BEAM REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
.T.S.<br />
4<br />
A602<br />
WALL CAP<br />
DETAIL<br />
SCALE:<br />
N.T.S.<br />
5<br />
A602<br />
ROOF EAVE<br />
DETAIL<br />
SCALE: N.T.S.<br />
6" 1'-0"<br />
8" CMU REFER TO<br />
STRUCTURAL<br />
DRAWINGS<br />
2" RIGID INSULATION<br />
FASTENER SEE<br />
MANUFACTURER<br />
SPECIFICATIONS<br />
1-3/4" METAL WALL<br />
PANEL SYSTEM<br />
1/2" Ă HEX NUT<br />
1/2" ø ANCHOR BOLT<br />
PRE-DRILLED<br />
HOLE FILLED WITH<br />
GROUT<br />
DRIP EDGE<br />
FLASHING<br />
TERMINATION BAR &<br />
COUNTERFLASHING<br />
1/2" EXTERIOR GRADE<br />
PLYWOOD SHEATHING<br />
2x4 BLOCKING, RIPPED<br />
TO SIZE AND ANGLE<br />
TPO MEMBRANE<br />
EXPANSION JOINT SEE<br />
A601 FOR DETAILS<br />
2x4 BLOCKING<br />
TPO MEMBRANE<br />
RIGID ROOF<br />
INSULATION<br />
1 3/4" 6 1/2"<br />
PREFINISHED<br />
ALUMINUM ROOF EDGE<br />
FASCIA<br />
CONTINUOUS CLEAT<br />
T/MASONRY<br />
ELEV. 141'-4"<br />
2x10 BLOCKING<br />
BOND BEAM REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
2" RIGID INSULATION<br />
METAL DECK REFER<br />
TO STRUCTURAL<br />
DRAWINGS FOR<br />
DETAILS<br />
4" MASONRY VENEER<br />
T/STEEL<br />
ELEV. 138'-3 3/8"<br />
MORTAR DROP PROTECTION<br />
FASTENER SEE<br />
MANUFACTURER<br />
SPECIFICATIONS<br />
2" Z-FURRING<br />
CHANNEL @ 48"<br />
O.C. UNLESS<br />
OTHERWISE NOTED<br />
SEALANT TAPE<br />
CORNER FLASHING<br />
1-3/4" METAL WALL<br />
PANEL SYSTEM<br />
CMU. REFER TO<br />
STRUCTURAL<br />
DRAWINGS FOR<br />
DETAILS<br />
2" RIGID INSULATION<br />
NECTION<br />
.T.S.<br />
ROOF ASSEMBLY BELOW<br />
STEEL JOIST REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
STEEL BEAM REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
WOODEN TRUSS @ 24" O.C.<br />
UNLESS OTHERWISE NOTED<br />
REFER TO STRUCTURAL<br />
DRAWINGS FOR DETAILS<br />
THRU-WALL FLASHING<br />
W/ WEEPS @ 24" O.C.<br />
EXTEND FLASHING UP<br />
INSULATION 12" MIN.<br />
STEPPED COUNTERFLASHING<br />
CONTINUOUS FLASHING<br />
ASPHALT SHINGLES<br />
BATT INSULATION<br />
10<br />
A602<br />
WALL PANEL OUTSIDE CORNER<br />
DETAIL<br />
SCALE: N.T.S.<br />
1-3/4" METAL<br />
WALL PANEL<br />
SYSTEM<br />
8" CMU REFER<br />
TO STRUCTURAL<br />
DRAWINGS<br />
FASTENER SEE<br />
MANUFACTURER<br />
SPECIFICATIONS<br />
2" RIGID INSULATION<br />
8" CMU REFER TO<br />
STRUCTURAL<br />
DRAWINGS FOR<br />
DETAILS<br />
CONCRETE SLAB ON<br />
METAL DECK REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
STEEL ANGLE REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
9<br />
A602<br />
WALL CAP<br />
DETAIL<br />
SCALE:<br />
N.T.S.<br />
12" CMU REFER TO<br />
STRUCTURAL<br />
DRAWINGS<br />
1-3/4" METAL WALL<br />
PANEL SYSTEM<br />
METAL PLATE<br />
RUNNING WIDTH OF<br />
PARAPET WALL CAP<br />
CORNER FLASHING<br />
PANEL CLOSURE<br />
2" Z-FURRING<br />
CHANNEL @ 48"<br />
O.C.<br />
UNLESS<br />
OTHERWISE NOTED<br />
12" CMU<br />
REFER TO<br />
STRUCTURAL<br />
DRAWINGS<br />
2" RIGID INSULATION<br />
FASTENER SEE<br />
MANUFACTURER<br />
SPECIFICATIONS<br />
DRIP EDGE FLASHING<br />
STEEL JOIST REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
METAL COUNTER FLASHING<br />
3" MIN. FACE<br />
TPO MEMBRANE<br />
FLASHING<br />
12<br />
FACE OF WALL BELOW<br />
STEEL OUTRIGGER<br />
REFER TO<br />
STRUCTURAL<br />
DRAWINGS FOR<br />
DETAILS<br />
STEEL BEAM REFER TO<br />
STRUCTURAL DRAWINGS<br />
FOR DETAILS<br />
ACOUSTICAL CEILING<br />
REFER TO CEILING PLAN<br />
FOR DETAILS<br />
1/2" EXTERIOR<br />
GRADE PLYWOOD<br />
SHEATHING<br />
SOFFIT<br />
2x10 FRAMING<br />
RIPPED TO SLOPE<br />
@ 24" O.C.<br />
J-MOLD WITH<br />
BLOCKING AS<br />
REQUIRED<br />
EAVE FLASHING<br />
2" RIGID INSULATION<br />
A602<br />
2'-8"<br />
PARAPET CAP BELOW<br />
END FLASHING<br />
SEALANT<br />
PANEL CLOSURE<br />
4" MASONRY VENEER<br />
METAL PLATE REFER<br />
TO STRUCTURAL<br />
DRAWINGS FOR<br />
DETAILS<br />
14<br />
A602<br />
ROOF FLASHING<br />
DETAIL<br />
SCALE: N.T.S.<br />
15<br />
A602<br />
WALL PANEL TO VENEER<br />
DETAIL<br />
SCALE: N.T.S.<br />
.T.S.<br />
Section details of school addition<br />
(K4 <strong>Architecture</strong>)<br />
18
19
Chris Jenkins<br />
EXPERIENCE<br />
Summer ‘18<br />
Ongoing ‘17 - ‘19<br />
EDUCATION<br />
Fall ‘15 - Spring ‘19<br />
AFFILIATIONS<br />
Ongoing ‘17 - ‘18<br />
SKILLS<br />
Digital<br />
Physical<br />
937.750.9975<br />
C.WILLIAM.JENKINS@GMAIL.COM<br />
607 FOULKE ST | CINCINNATI, OH 45220<br />
Jackson Liles <strong>Architecture</strong> | Architectural Co-op<br />
Worked primarily on schematic design iterations for multiple<br />
clients, including industrial buildings and pre-K institutions.<br />
Additionally worked on code review and early schematic<br />
design for a new client looking to expand their existing site.<br />
Assisted with creating marketing documents and client<br />
presentation packages.<br />
K4 <strong>Architecture</strong> | Architectural Co-op<br />
Produced design development and construction drawings<br />
for a new apartment complex, school buildings, financial<br />
institutions, and convenience store clients. Produced<br />
preliminary renderings for client review. Assisted with<br />
construction administration on multiple projects. Additionally<br />
helped to build and maintain preliminary Revit standards.<br />
University of Cincinnati | College of DAAP<br />
Obtaining a Bachelor of Science in <strong>Architecture</strong>. Participating<br />
in the professional practice program, alternating semesters of<br />
school with semesters of real-world education and training.<br />
Student Technology Lab | Manager<br />
Among the first students to pioneer this makerspace-type<br />
lab, helping to create and enforce rules through trial and error<br />
with other students. Managed on a weekly basis to assist<br />
peers with questions using laser cutters and resin/plastic 3D<br />
printers.<br />
Revit, AutoCAD, Adobe Creative Suite (Ai, Ps, Id), Rhino,<br />
Sketchup, Grasshopper, 3DS Max, Maya, Vray<br />
Laser cutting, 3D printing, Woodworking, Model building<br />
20
Thank You<br />
937.750.9975<br />
c.william.jenkins@gmail.com
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