Portfolio by Jorge De Loera

PORTFOLIO JORGE DE LOERA

CONTENTS XS

FOOSE DESIGNS

an infill car gallery designed for Chip Foose, a car designer. Pg. 01

EXOS a mixed-used facility composed of a commercial first floor and residential upper floors. Pg. 11

BRIDGING CINEMA

an Italian cinema museum complex primarily composed of steel. Pg. 23

FRANCISCAN CATHOLIC MONASTERY

SOUTH BASE

a monastery complex designed to fit the needs of the modern catholic community. Pg. 31

a mixed-use hotel composed of a bar, restaurant, transportation hub, recreational spaces, and apartment units. Pg. 41

XS [ FOOSE DESIGNS ] MATERIALS & MAKING l 2ND YEAR - 4 WEEKS An infill car gallery designed for Chip Foose, a car designer. Located in downtown Oklahoma City by the Bricktown area.

01 l

Foose designs gallery consists of a modern design that contributes to the client, Chip Foose, himself and the amazing Bricktown city context. The design ought to be modern since the entire Bricktown area is been remodeled with modern additions through-out. The impressive Devon tower, the admired Skydance bridge, and the several proposed projects under construction are examples of modern implementation in Bricktown’s architecture. Also, chip Foose is definitely a modern designer even though he is commonly working with classic vehicles. Foose’s designs are heavily acclaimed by a diverse crowd due to the fact that his designs relate to modern and classical “taste”. The vehicles Foose works on are easily compared with the design of modern vehicles even though there is commonly a thirty year gap in the model years. The talent of chip Foose is reflected on the design of Foose designs gallery. Chip Foose is known for creating a seamless design on all his vehicles. The connection of one component is always a smooth one and is done with very little or no molding to hide imperfections. In the same manner Foose designs gallery reflects his style by offering a design with clean edges. The façade can be considered plain since there is no molding or linear decoration in its surfaces. Just like Foose designs. Additionally, Foose is also known for applying astonishing graphics on his vehicles that really pop out the surfaces that house them. In Foose designs galley, the windows are a strong design element that pop out the planar surfaces on the building and brilliantly bring light in the spaces.

DESIGN PROCESS

STEP 1 Extrude mass. The shape is limited by the surrounding context.

STEP 2 Taper mass. The tapering of the mass will allow for the penetration of natural light in between the two buildings.

STEP 3 Add openings for views and natural light. A continuous mullion-free window allows for uninterrupted intrusion of natural light.

STEP 4 Manipulate the continuous window. The design is meant to allow for deeper light intrusion into lower levels of the building, and at the same time relate to the decorative automotive graphics which are known to be a key element on Chip Foose designs.

STEP 5 Introduce structure. The structure is pulled to the outside to increase the inhabitable square footage and allow for free uninterrupted space.

The site is located at 121 East California Street in Bricktown, Oklahoma City. It lies between the water canal and California Street. It is approximately 26’-0” wide by 120’-0” deep.

03 l

DIAGRAMS 16K5 OPEN-WEB-JOISTS

W16X26 WIDE-FLANGE SECTIONS PRE-CAST CONCRETE PANEL

2” DOUBLE PANEL GLAZING CURTAIN WALL

5.5’ WIDE STEEL STRUCTURED VEHICLE DISPLAY PLATFORM 6” CAST IN PLACE CONCRETE WALL

TAPERED CAST IN PLACE CONCRETE COLUMNS

SECTION PERSPECTIVE

HORIZONTAL CIRCULATION

05 l

FLOOR PLANS l SECTIONS

BASEMENT

SECTION

FIRST FLOOR 0

SECOND FLOOR

THIRD FLOOR

SECTION

07 l

ELEVATIONS

N ELEVATOR DESIGN PROCESS

INTERIOR RENDERINGS

09 l

[ EXOS ]

SYSTEMS & CONTEXT l 4TH YEAR - 13 WEEKS A mixed-used facility composed of a commercial first floor and residential upper floors. Located on the Kansas City River Market area.

11 l

SITE PLAN I CONTEXT ANALYSIS I PROCESS DIAGRAMS

Step 1

Step 2

Began with a cube as it is the most practical form to fit in the designated site for construction.

Retail Residential Main Circulation/Entry The West and North facades have access to the best views as a result the main retail, residential, and circulation spaces moved here. The southeast corner was pushed down since it has the worst views. This single level volume houses a partially underground parking garage with a green roof.

CITY PATTERN

VIEWS

Step 3

Step 4

Step 5

Step 6

Second floor residential spaces are recessed from the street edge for privacy and street noise reduction.

Preliminary structure is applied to the spaces. The structure of the residential spaces is inspired by the extensive truss work found on the River Market. This structure provides sufficient lateral support for this independent structural assembly which is supported by tall slender columns.

Structure system is enhanced. The bracing system of the upper residential spaces takes a natural looking geometry

The shell and skin of the building is introduced. Double panel glazing system is used throughout and a double curtain wall system is introduced to fight for efficiency purposes. The heated air trapped in between the two curtain walls is released to the environment during summer and released inside the building during winter. The residential units glazing system is highly tinted for privacy and efficiency purposes. 5â&#x20AC;&#x2122; overhangs help with shading.

NOISE

SUN ANALYSIS

WIND ANALYSIS

13 l

STEEL STRUCTURE SYSTEM

1.1 STEEL STRUCTURE SYSTEM Figure 1.2 shows steel framing composed of 12K5 open-web joists transferring loads to W18x46 wide-flange secondary beams, which in turn transfer loads to W18x46 wide-flange primary beams, followed by W12x30 wide flange columns, and finally received by 3’

STEEL STRUCTURE SYSTEM BLOW-A-PART

x 3’ x3’ spot footings which dispersed the loads to the ground.

PRECAST CONCRETE STRUCTURE SYSTEM

PRECAST CONCRETE CONNECTION DETAIL

Figure 2.1 shows 8’ x 20” precast Double Tee’s transferring loads to precast concrete 24IT20 Inverted Tee’s that act as primary and secondary beams transferring loads to precast concrete 2’x2’ corbeled columns. These columns transfer the loads to the typical 3’x3’x3’ spot footings. Figure 2.1 also shows precast 12” concrete walls surrounding the perimeter of the garage acting as shear walls and load bearing walls.

2.1 PRECAST CONCRETE STRUCTURE SYSTEM BLOW-A-PART

15 l

CAST-IN-PLACE CONCRETE STRUCTURE SYSTEM LOAD TRANSFER DIAGRAMS

The geometry is uncommon and organic which makes its mass production in a precast plant a difficult process. The components work together to create a system that transfers vertical and lateral loads to the ground. The fire stairs and the organic baring system resist the lateral loads while the thickened perimeters of the floor slabs, the slanted columns and the long tapered columns resist vertical loads.

CAST-IN-PLACE CONCRETE STRUCTURE SYSTEM BLOW-A-PART

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

17 l

ELEVATIONS 48’-0”

33’-0”

18’-0”

0’-0”

NORTH

48’-0”

33’-0”

18’-0”

0’-0”

SOUTH

48’-0”

33’-0”

18’-0”

0’-0”

WEST

48’-0”

33’-0”

18’-0”

0’-0”

EAST

19 l

Level 2 18' - 0 3/4"

3/4” FROSTED GLASS

6”X12”X3” TRAVERTINE BLOCK

3 1/2 HR. WALL ASSEMBLY STC: 83 2”X6” F.R. WOOD BLOCKING

1” DOUBLE GLASS PANEL

F.R. PLYWOOD BACKING CANT 3/8” SEALANT W/ BACKING ROD ALUMINUM STOREFRONT SYSTEM CAP FLASHING PAINTED STEEL DENS-GLASS SHEATHING

BITUMINOUS COAT 3” POLYISOFOAM INS. 12K3 BAR JOIST @ 4’

SPRAYED-ON AWB

1” RIGID INSULATION 1/2” ISOLATION JT. BOTH SIDES 4” SLAB WITH #3 REBAR @ 1’-0” 6” GRAVEL

W18X46 WIDE-FLANGE BEAM

6” COLD FORMED METAL STUD R-19 BATT INSULATION 5/8” GYPSUM BOARD

Level 1 0' - 0" 3”X3”X3/8” LINTEL

Foundation -3' - 0"

FLASHING W/ DRIP EDGE

6” COLD FORMED C-CHANNEL

ROOF 48’- 0” LEVEL 3 33’-0”

#3 REINFORCING DOWELS #5 REBAR

3/8”ACOUSTICAL SEALANT

1” POST-TENSION CABLES LEVEL 3 33’- 0”

2 HR. WALL ASSEMBLY STC: 63

(2) 5/8” GYPSUM BOARD APARTMENT

HOLLOW CORE

HALLWAY

CIP 5,500 PSI CONCRETE

4 MIL LAYER OF ACOUSTICAL ADHESIVE

1/2” EXPANSION JOINT

0' - 11 1/4"

1” DOUBLE PANEL GLAZING

3 5/8” C STUD 16” O.C. STAGGERED

1” DOUBLE PANEL GLAZING R-13 BATT INSULATION

3/8” ANCHOR BOLTS

4”X2”X1/4” STEEL ANGLE

L.E.D LIGHT STRIP

RUBBER BUSHING NEOPRENE PAD

3 5/8” C STUD PLATE

POST TENSION CABLES @ 1’-0” LEVEL 2 18’-0”

21 l

[ BRIDGING CINEMA ]

ACSA STEEL COMPETITION l 4TH YEAR - 3 WEEKS An Italian cinema museum complex that pays homage to Roman ruins below. Located on the ruins of Largo Torre di Argentina, Rome. In collaboration with Willy Burhan

23 l 24

DESIGN PROCESS A cinema museum complex consisting of ten gallery spaces, an auditorium, and an amphitheater would provide Romans with a gathering space providing entertainment and an educational experience. The museum would educate the public on the successful Italian cinematography history while the auditorium and amphitheater would become the place to watch Italian movie premiers as well as Italian Classics. Constructing a cinema museum on the particularly interesting site known as Largo di Torre Argentina presents a cultural challenge. Largo di Torre Argentina houses the ruins of a collection of sacred republican era temples which were part of the Teatro Pompey complex. A multi-story building was demolished in the 1920â&#x20AC;&#x2122;s to unveil these ruins which were lost for many centuries, and now they have become a part of the romantic Roman landscape . Taking into account the importance and delicacy of the site, the proper design approach to a cinema museum and amenities shall be resolved with efforts of respecting the existing ruins. Italy Lazio Rome N

RUINS Largo Torre di Argentina is home to the ruins of the remains of Teatro Pompey from Roman republic era.

CONSERVATION Separation from the ruins and the proposed museum campus is essential for their conservation. A light steel structure best accomplishes this goal.

SITE PLAN

VIEWS

SEPARATION

The Buildings that compose the campus are pushed to the perimeter of the site to minimize damage to the ruins.

The auditorium/amphitheater building is separated from the main building for acoustics, hierarchy of importance, and to minimize damage to ruins.

3D FLOOR PLAN

Spaces

Gross Area

Museum

3,500 sqf

Lobby

2,440 sqf

Cafe

1,670 sqf

Gift Shop

1,230 sqf

Archive Storage

480 sqf

Receiving Dock

700 sqf

Mechanical Room

350 sqf

Office

1,600 sqf

Auditorium

2,000 sqf

Amphitheatre Circulation

1,840 sqf 16,200 sqf

NORTH-SOUTH SECTION

25 l

SUSTAINABILITY SOLAR PANELS BOLTS LOUVERS GEAR

The primary structure here is composed of exposed standard wide flange steel sections coated with intumescent coating for fireproofing. Pipe X-bracing is used ROOF 20’-0” to support lateral forces, but also become part of the aesthetics as they are offset from the primary structure, with the use of spacers, and finished with stainless steel. LOW-E GLASS DOUBLE PANEL GLASS

The outdoor floor surfaces are composed of a permeable steel grill system that allows for water and light to reach the ruins more easily. The permeable floor surface also allows for ventilation as hot air would rise through the steel grill floor system and then through the canopy louvers above. Additionally, to provide a durable finish, the walls are cladded with anodized insulated steel panels.

The Canopy structure is also offset from the primary structure by an overlapping two-way pipe and steel channel structure. The louvers are composed of steel plates with a solar panel bolted on the top and painted white on the bottom. The long steel plates connect to a steel channel at the ends which houses motorized gears that tilt these louvers to maximize the harvesting of sun energy.

LOUVER SECTION DETAIL

SOLAR PANELS ON LOUVERS ITUMESCENT COATED STEEL 6” EXTRUDED INSULATION

BITUMINOUS COATING

ANODIZED STEEL PANELS STEEL GRILL FLOORING

GROUND LEVEL 0’-0”

RUINS LEVEL -20’-0”

BUILDING SECTION

STEEL STRUCTURE DIAGRAMS

AUDITORIUM STRUCTURE DIAGRAMS The skeletal steel structure of the auditorium supports an amphitheater on its roof, “floating” steel stairs on its exterior and interior, and “floating” seating benches on the interior.

COMMON SPACES STRUCTURE DIAGRAM

27 l

BRIDGE CONSTRUCTION PROCESS STEP 1

STEP 2

STEP 1 The stainless steel pipe bridge would be primarily shop fabricated in two sections. The complexity of welding the interweaving pipes together is best done under the control environments of a Steel Shop. Aerial transportation of the 145 ft. long bridge across the urban fabric of Rome would be best; to facilitate transportation the bridge is designed to be built in two different sections. Once on site the bridge would be bolted together with a total of 72 1 inch A490 bolts adhering two high strength steel 1 inch thick flanges.

STEP 3

STEP 2 Once the bridge is in place and secured together with the high strength bolts, the structure for the walkway would be added. This part of the structure can be erected on-site and consists of a steel angle frame with corrugated metal. Such structure would be attached to the main bridge structure through welded pipes.

1â&#x20AC;? - A490 BOLTS

STEP 3

After the structure for the walkway is in place, a thin layer of light weight concrete would be poured 1â&#x20AC;? - STEEL FLANGES followed by a cushion layer of rubber, and lastly a layer of textured stainless steel. Led strip lightning would delineate the path and weather proof gold tarps would provide shading and protection from the elements. To finish it off, a red carpet would spread the length of the bridge.

RENDERINGS

29 l

[ FRANCISCAN CATHOLIC MONASTERY ]

ARCHITECTURAL MAKING 1 l 3RD YEAR - 12 WEEKS A Franciscan order Catholic monastery designed to serve the needs of the catholic community. Located in an empty acreage in NW Oklahoma City.

31 l

The design intent was to create architecture that celebrates the Franciscan Catholic order, furthermore, architecture that attracts followers by providing a memorable experience. The occupant’s experience will be enhanced beginning at the entry to the site and will endure throughout their progression to the sacred chapel. At arrival, the occupant will be offered a glance at the dramatic landscape and the monumental chapel with its towering cross. Approaching the parking lot, the view of the monastery will vanish into the forested parking area. After roaming the parking lot, the view of the monastery is restored and its complex landscaping revealed. Whether attending class, a workshop, buying a souvenir at the gift shop, or attending mass at the chapel, the occupant will be forced the experience of connection with nature by wandering the circulation paths strategically blended with vegetation and dynamic topography. Similarly, the selection of natural materials and vast glazing throughout will further bring a connection to nature. “It would be a sin” to not provide outside views of the fantastic environment in which the monastery will be located. Lastly, the mimicking of trees and their extensive canopies by the chapel will be the ultimate experience. A chapel is a place to feed the hungry soul with faith and a place where people become humane, many times meaning an awakening of consciousness over the natural environment. The Franciscan Catholic order describes the natural world as a gift of god. The forest-like chapel is meant to amplify those feelings of appreciation over the natural world and its beauty.

SITE PLAN WITH CONTEXT SACRED SPACES

PRIVATE SPACES

PUBLIC SPACES

CONCRETE PATHS

PINE TREE

OAK TREE

CRAPE MYRTLE

ROSE BUSH

ASSORTMENT OF WATER GRASS

DIAGRAMS 4X4 LAMINATED WOOD

4â&#x20AC;? REINFORCED CONCRETE ROOF

STRUCTURAL STEEL RIB

STEP 1 Design begins with the classical cross floor plan commonly found in Franciscan order monasteries.

STEP 2 A collonade is introduced to help define the aisle, transcept, and altar. All characteristics of classical bassilica design.

CONCRETE COLUMN CLADDED IN WOOD

STEP 3 A three barrel vaulted roof encloses the chapel in reference to classical bassilica design.

LAMINATED WOOD ALTAR

CMU WALL WITH STONE MASONRY VENEER

PERSPECTIVE BLOW-A-PART

STEP 4 Structural ribs, a tower, gothic windows, and a gabled roof vestiule, create a classical, yet modern, interpreation of a Catholic chapel.

33 l

BUILDINGS

D B 10 9

8 7 5

C 3

4 2

A. MEDITATION PAVILION Total - 900 sq ft

D. MONK CELLS Sleeping quarters 225 - sq ft Restrooms - 85 sq ft Total - 310 sq ft

B. STUDY ROOM Total - 200 sq ft

E. PUBLIC BUILDING C. CHAPEL 1. Chapel - 2,200 sq ft 2. Mechanical - 60 sq ft 3. Sacristy - 120 sq ft Restrooms - 60 sq ft

Total - 2,440 sq ft

1. 2. 3. 4. 5. 6. 7. 8.

Lobby - 600 sq ft Reception - 160 sq ft Sales/gift shop - 200 sq ft (2) offices - 240 sq ft Workshop - 400 sq ft Storage - 50 sq ft Mechanical - 50 sq ft Meeting/classroom - 385 sq ft

9. Refractory/ dining - 200 sq ft 10. Kitchen - 200 sq ft (2) Restrooms - 240 sq ft Circulation - 350 sq ft

Total - 2,960 sq ft

35 l

SECTIONS ELEVATIONS

ELEVATION A-A

ELEVATION B-B

ELEVATION C-C

SECTION A-A

ELEVATION D-D

SECTION B-B

37 l

RENDERINGS I PHOTOGRAPHS

PRECEDENT

39 l

[ SOUTH BASE ]

COMPREHENSIVE STUDIO X l SPRING 2017 - 15 WEEKS A mixed-use hotel complex composed of a bar, restaurant, transportation hub, recreational spaces, and apartment units. Located in the University of Oklahoma Research Campus.

41 l

THE PROJECT THE PROBLEM The area around the University of Oklahoma lacks hospitality services. This is a noticeable weakness to visiting professors, students, and investors. The Research Campus seems to be the area which is the most affected by this problem. dine in restaurant restrooms

coffee/alcohol bar morning breakfast bar reception desk sport/recreation lobby receiving

transportation

concierge

public restrooms access to research campus access to golf course

outside

casual gathering

Hotel

inside receiving turnabout

gardens courtyard

event

gas station transportation hub

parties

departing

service

THE SOLUTION A mixed-use hotel complex composed of a bar, restaurant, transportation hub, recreational spaces, apartment units, and a hotel would address many of the issues of the area. The Research Campus is home to many office and research facilities but lacks a sense of place and programmatic elements to bring it to life. While the primarily need is a hotel, the area also is in need of leisure amenities and housing for the students, faculty, and employees who spend great amounts of time in this area.

bus stop

upper floors hotel rooms tower gym sports/recreation

pool running track

loft apartments

lower floors

PRECEDENT APPLICATION PROCESS

DESIGN OPERATIONS:

PULL

TWIST - PUSH - PULL - CARVE - TANGLED TWIST PUSH

STAG

GERE

PRECEDENT: HOUSE 8 BY BIG ARCHITECTS

DESIGN OPERATIONS:

PUZZLED - BEWILDERED - ASCEND - DESCEND - CAMBER

HOLLOW - DISCONNECT - UNCHAIN - CAPTURE

CONCEPTUAL SITE SECTION

BLENDING WITH THE TOPOGRAPHY

43 l

CREATING DESIGN TOPOLOGY

HOTEL APARTMENTS RECREATIONAL TRANSPORTATION HUB GREEN BELT

ALTERING THE DESIGN TOPOLOGY ORGANIC TO RIGID

STAGGERED/OFFSET

ORGANIC TO RIGID

CONTINUOUS

STAGGERED/OFFSET

45 l

FLOOR PLANS

INDOOR POOL

AEROBICS

KITCHEN

GYM

RESTAURANT

WOMEN LOCKER ROOM

MEN LOCKER ROOM

SHOWERS

APT. 6

APT. 7

SHOWERS

APT. 5

APT. 4

APT. 3

APT. 2

LOBBY

WAITING LOUNGE

APT. 1

GIFT SH

PUBLIC S RESTROOM

4 2

STORAGE

MECHANICAL ROOM

FIRST FLOOR

AEROBICS

MECHANICAL

GYM

BAR

SPA/SAUNA

HEALTH CAFE

MECHANICAL/ ELECTRICAL

PUBLIC S OM RESTRO

MECHANICAL

APT. 18

APT. 17

APT. 16

APT. 15

APT. 14

APT. 13

APT. 12

APT. 11

RATION

APT. 10

APT. 9

APT. 8

ST ADMINI

E OFFIC

TIN ACCOUN

FRONT

LOBBY

SECOND FLOOR

47 l

RENDERINGS

49 l

OTHER WORKS

[ THE CAVE ] MATERIALS & MAKING l SPRING 2014 - 3 WEEKS Digitally fabricated model display case inspired by the geometry of an ice cave. In collaboration with Willy Burham, Ivan Tran, and Ismail Khelalfa

[ TERRACED ] ARCHITECTURAL PRACTICE l SUMMER 2016 - 3 WEEKS A vacation home located in the heart of the Sierra Fria mountain range, Aguascalientes, Mexico. Expected construction completion date: Spring of 2018

[ UCO STUDENT HOUSING ] ARCHITECTURAL MAKING 2 l 3RD YEAR - 5 WEEKS Student housing designed for an active college life. Located on NW OKC arts district near UCO.

Level 2 Level 1 Garage Ground

51 l

[ SKETCHBOOK ] HOBBY l UNCONSTRAINED A collection of sketches made over the years for the fun of it. It is a collection of my travel experience and my passion for cars.

THE REICHSTAG

VATICAN CITY

CHICAGO SKYLINE

53 l

67’ CAMARO

488 GTB

340 COMPETIZIONE

288 GTB PROTO

LAFERRARI

57’ 625 TRC

LAFERRARI - FRONT

C6 VETTE -SIDE

C6 VETTE - ANGLE

C6 VETTE - REAR

LAFERRARI - REAR

DEVON TOWER

ITALIAN ALPS

SHANGAI TOWER

MAROON BELLS BMW MUSEUM

AMALFI COAST

55 l

ANALYTICAL SKETCHES ITALIAN MEDIEVAL HOME

TEMPLE HERA I

VILLA ROTONDA

FONTANA DEI TRITONI SALA SANTA CECILIA

PALAZZETTO DELLO SPORT

TEMPLE ERCOLE VINCITORE

57 l

JORGE DE LOERA , LEED GA, ASSOC. DBIA, ASSOC. AIA

Jorge.De.Loera-1@ou.edu

EDUCATION 2017

Spring 2016 2012

University of Oklahoma- Norman Bachelor of Architecture - a NAAB accredited degree Minor: Construction Science and Spanish Current GPA: 3.81 (191 Credit Hours) Rome Study Abroad Oklahoma State University- Oklahoma City (44 Credit Hours)

EXPERIENCE 2017 - Present Project Manager with RHA Architects - Tasks: Solely responsible for managing and developing remodel projects (retail stores), reviewing for code compliance, coordinating with consultants, and managing the construction phase. - Iâ&#x20AC;&#x2122;m currently learning the ability to effectively multi task by working on different projects at different phases under aggressive deadlines, consultant coordination tactics, and code compliance implementation. 2016 - 17

Architectural intern with Studio Architecture - Tasks: Creating standard details and families for the firmâ&#x20AC;&#x2122;s Revit project template, assisting project teams on numerous projects, updating project close-out record documents, and surveying. - I learned Revit at a proficient level, construction document set composition, and project development throughout the different phases.

2014 -16

Project Engineer with LBI General Contractors - Tasks: Updating a daily log, documenting construction progress, guiding a weekly safety meeting, and performing quality and safety inspections. - I learned construction industry practices, the architecture to construction line of communication, and team alignment skills.

SKILLS

Digital Modeling

Graphic Design

Project Management

Communication

Rhino 5 Revit Dynamo Grasshopper AutoCAD Sketchup

V-Ray 3DS Max Photoshop

Microsoft Project Sage PowerPoint Excel Word

English Spanish Italian

inn

ACHIEVEMENTS 2017 2017 2017 2017 2014

g be

int

indesign illustrator e

iat

d me

cie

fi pro

inn

g be

int

iat

d me

fi pro

cie

LEED Green Associate accredited Associate DBIA accredited Special Distinction Graduate Tau Sigma Delta member (Architecture and Allied Arts honor society) OSHA 10 Hour Safety & Health trained (helpful while performing site observations)

inn

g be

int

iat

d me

cie

fi pro

vic

dia

e erm

flu

int