INBETWEEN: A collection of work from Andrew Klenke by Andrew Klenke

INBETWEEN A COLLECTION OF WORK FROM ANDREW KLENKE VOLUME 01

ABOUT INBETWEEN It has been in the last few centuries that architecture and engineering have divided into thier own respective fields, yet in many ways they are still very close. With an interest in both architecture and engineering, I have put this collection of work together to demonstrate how integrated they are as one. Stuck at the crossroads of asethetics and function, I find myself in the inbetween. After completion of my B.S. in Architectural Engineering I plan on attending a graduate program to earn a Masters in Architecture. It is my goal to bring the two together throughout my career to work as both an architect and engineer, hoping to improve the way we design and construct buildings.

Contents 02

WELLNESS CENTER

PRAIRE ACRE

FOUNDATION BEYELER

WASHINGTON PLACE

30 SUSPENDED SLAB 34

HERFF ELEMENTARY

MADISON AGRISCIENCE

Wellness Center LOCATION: LAWRENCE, KANSAS STUDIO: ARCH 602 - ACCELERATED DESIGN IV YEAR: SUMMER 2019 DURATION: 5 WEEKS PROFESSOR: KAPILA SILVA Located in the heart of the historic district of downtown Lawrence, KS, we were tasked with designing a wellness center that could become a central focus of the city. Being across the street from the historic Douglas County courthouse and Watkins Museum of History, we had to consider the materiality and look of the building to respect the historic urban fabric while still representing growth and development in the city. The wellness center was to include weightlifting areas, hydrotherapy pools, saunas, yoga and aerobics studios, and a cardio theater as part of the program.

Wellness Center

A BREAK LOCKERS

STAIRS

SERVICE/STORAGE

SERVICE

LOCKERS

OFFICES

SILENT GARDEN

11TH ST.

STORE

FREE WEIGHTS & MACHINES

LOBBY JUICE BAR

SOCIAL GARDEN

MASSACHUSETTS ST. GROUND FLOOR PLAN Located on the corner of Massachusetts Street and 11th Street I needed to maintain the symetry of the intersection. Both the courthouse, located across 11th, and the musuem, located across Massachusetts, are iconic buildings setback and centered on thier lots with land around. Diagonally across the intersection is an existing building built up all the way to the property line like most of downtown. By mirroring the existing building to the southeast across the intersection. I was able to continue this strong axis, and angled the entrace and center atrium 45 degrees. This entrance becomes a gateway, being visibile to those driving into downtown. The multi-level atrium serves as a focal point as it is the main vertical circulation, spanning between all levels.

Wellness Center

LOCKERS STAIRS

YOGA

MULTIUSE CLASSROOM

AEROBICS

GARDEN

LOUNGE CARDIO THEATER

TRAINERS / NURSE / THERAPY

SECOND FLOOR PLAN

LAUNDRY

'-0"

STORAGE

LOCKERS

MECH. VERTICAL ACCESS

STAIRS 30'

60'

LOCKERS

HYDROTHERAPY POOL

MASSAGE LOUNGE

SILENT GARDEN

MASSAGE

JANITOR

DRY SAUNA

WET SAUNA

SAUNA EQUIPMENT

POOL EQUIPMENT

MECHANICAL

STORAGE

BASEMENT FLOOR PLAN 05

115’ x 115’ site area, extruded up 28’ to match similar heights of existing buildings.

Wellness Center

Center of building becomes a void, providing an atrium as the main source of vertical circulation.

Street faces of buildings push back to provide relief at the main intersection.

Corner at main intersection is chamfered, responding to the chamfered corner of the existing building across the intersection

DETAIL A

DETAIL B

SECTION A-A

Chamfered face is extruded outward to maximize entry space and provide an inviting form.

Basement circulation has program centered around atrium, with pathways on the outside.

Ground floor circulation has pathways centered around atrium, with program on the outside.

Second floor circulation has program centered around atrium, with pathways on the outside.

Following symetrical rules, a glass butterfly roof is centered above the atrium, and the floor plates of the building respond to maximize the natural daylight.

1” DOUBLE PANE GLASS

ALUMINUM MULLION 6” X 24” GLULAM RAFTER BEAM, 10”-0” O.C.

6” X 24” GLULAM COLUMN, 10’-0” O.C. 6” X 18” GLULAM BEAM

6 MIL ROOF MEMBRANE 7/16” ROOF SHEATING (3) LAYERS 2” RIGID INSULATION, CARVED AND SLOPED TO DRAIN 6 MIL VAPOR BARRIER 1-1/2” TONGUE AND GROVE WOOD DECKING, MAX SPAN 6’-0” 6” X 18” GLULAM ROOF JOIST, 5’-0” O.C.

DETAIL A

Wellness Center

FLASHING LIGHT GAUGE STEEL CORNICE 1/8” ALUMINUM CLADDING WITH BRUSHED FINISH ALUMINUM CLADDING CONNECTOR BRACKET ON LIGHT GAUGE STEEL STUD. FASTENED WITH SELFTAPPING SCREWS 1/8” PERFORATED ALUMINUM CLADDING WITH BRUSHED FINISH

ALUMINUM SIGNAGE, FASTENED TO CLADDING ALUMINUM MULLION 2-1/4” POLISHED CONCRETE FLOOR 1-1/2” TONGUE AND GROOVE WOOD DECKING, MAX SPAN 6’-0” W12X26 STEEL BEAM LIGHT GAUGE STEEL FRAMING FOR SLOPED CLADDING ALUMINUM CLADDING DRIP EDGE

DETAIL B

Praire Acre LOCATION: LAWRENCE, KANSAS STUDIO: ARCH 509 - DESIGN BUILD YEAR: FALL 2018 DURATION: 16 WEEKS PROFESSOR: PAOLA SANGUINETTI Rock Chalk Prairie Acre is an outdoor collaborative classroom space that is located in the Praire Acre restoration area on the University of Kansas campus. The space is an unplowed lanscape, allowing the native tall prairie grass to grow. The outdoor space is used for some classes and is located near single family residences, serving a park like purpose. Earlier sections of Studio 509 created a ribbon classroom seating area made of gabion walls with concrete seat tops. Our fall section was tasked with repairing some of the issues left unresolved in the original project as well as building a new canopy structure and paving.

Praire Acre

EXISTING SITE

EXCAVATION

POURING CONCRETE PATIO 12

Praire Acre

POURING CANOPY FOUNDATION

RAISING STEEL STRUCTURE

INSTALLING CEDAR ROOF

1 S102 4" CONTINUOUS CONCRETE SLAB

2 "

" /16 91

3 /4

57°

-6

18.

' 11

3' -

S102

Sim

2 S102

Sim

S102

CANOPY - FOUNDATION 1/2" = 1'-0"

CANOPY FOUNDATION PLAN While the studio was a class effort I was able to gain personal growth through the indiviudal experiences I had during the design and construction. As the only engineering student in this section of the studio I was able to work on the more technical side of the design and worked closely with our engineering consultants from Thornton Tomasetti out of Kansas City. I lead the development of the construction documents, particularly for the canopy structure. The above foundation is an example of the drawings I created with the help of the engineers and concrete contractors.

Praire Acre

65.00°

6" ELEVATED POST ANCHOR SET 2" IN GROUND FOR 2X6 POST (TYP) REFER: 1 / S104 2 / S104 3 / S104

13' - 1 11/16"

(TYP)

1' - 10 17/32"

9.29°

(TYP)

1 S103

BASE PLATE LEVELED WITH 1/4" OF GROUT

1-1/2" X 5-1/2" X 3/16" HSS STEEL TUBE WELDED TO 5/8" STEEL BASE PLATE. RE: 1 / S203

CONTINOUS CAST-INPLACE 4000 PSI CONCRETE FOOTING AND FLOOR

0' - 4"

1"-8 X 30" ANCHOR BOLT (TYP)

3' - 0"

2' - 2"

COMPACTED 1/4" GRAVEL (TYP)

#4 REBAR 12" SQUARE RINGS @ 12" O.C. (TYP)

0' - 4"

2' - 6" #4 REBAR (4) PER CAGE

0' - 6"

1' - 6"

CANOPY COLUMN FOOTING While working on the foundation plan, one of the primary concerns by the engineers was the uplift that the canopy might experience due to wind loads. This meant we had to specify and detail out each of the canopy column footings. The above detail is an example of one of the footings, specifying the concrete strength, anchor bolt size, steel base plate, and more. Working on details like this and then building it really helped me understand how these types of things come together and how many different elements can effect the design such as frost depth, windspeed, and snow loads.

0' - 1 1/2" 0' - 2 1/2" 0' - 1 1/2"

8' - 0"

2X4 2X6

1/4" STEEL PLATE INSERTED INTO BEAM AND BOLTED REFER: 1 / S406

0' - 6"

11' - 5 31/32"

SECURED WITH 3" DECK/WOOD SCREWS @ 12" O.C.

1/4" STEEL PLATE INSERTED INTO BEAM REFER: 1 / S406

Praire Acre

2X6 2X4

8' - 0"

0' - 2" 0' - 1 1/2"

0' - 5 1/2"

0' - 2"

0' - 2" 0' - 2"

CANOPY STRUCTURE One of the more complicated parts to design and construct was the canopy structure. The spiral shape that goes upward meant designing with compound curves in 3D models and finding a way to clearly represent them in construction drawings. To better understand its connections and constructions I modeled an exploded axonometric (as seen above) as well as an exploded axon for the wood T-beam connection to the curved steel (as seen to the left). The wood T-beam was challenging also.We wanted to use 2x6 cedar boards laying flat to provide the most shade coverage. In order to reduce the deflection of the lumber across the midspan we specified a 2x4 cedar board to be fastened to the bottom with a nailing pattern in order to stiffen the wood T-beam.

Foundation Beyeler LOCATION: RIEHEN, SWITZERLAND STUDIO: ARCH 281 - DESIGN WORKSHOP II: DESIGN THINKING YEAR: SPRING 2017 DURATION: 16 WEEKS PROFESSOR: NILOU VAKIL Foundation Beyeler Museum opened in 1997, after the establishment of the Beyeler Foundation in 1982 by Hildy and Ernst Beyeler. Designed by Renzo Piano in 1992, this modern art museum incorporates the natural beauty of its surroundings, embodying the peaceful views and natural light. For this studio we were tasked with performing a case study of the building, considering the design, construction, and operation of the museum. In the beginning we looked at the conceptual design by Piano and completed our own set of sketches based on simple massing (as shown to the right).

Foundation Beyeler

SKETCHUP MODEL As part of the studio we looked at a more detailed design by focusing on a small section of the building and modeling it to scale using SketchUp. As a side benefit I was able to greatly improve my proficiency in the SketchUp, resulting in an accurate model. We were able to reach out to Renzo Piano Building Workshop, who provided resources such as plan drawings and details in order to improve the accuracy of our case study.

Foundation Beyeler

WOOD MODEL After completion of the SketchUp model, each student in studio was tasked with individually creating a scale model. Using plywood, bass wood, acrylic, and cardboard I assembled the model. In order to improve accuracy and construction time, I used the SketchUp model as much as possible for measurements, and even used the model to help laser cut some of the materials. The model itself took around 3 weeks to complete (much longer than orignally planned). It resulted in a model that I am very proud to have worked on.

HVAC DIAGRAM During our case study of the museum we looked into how Piano designed some of the systems. Part of Pianoâ&#x20AC;&#x2122;s concept was to allow natural light to enter the space through the roof. This meant that Piano did not want to utilize the ceiling plenum to house HVAC equipment or ductwork. To achieve this he designed a raised floor system that house an underfloor air distribution system, hiding all of the HVAC systems completely. He did however use the plenum space above as a return air plenum, naturally letting the heat rise to be returned or exhausted.

Foundation Beyeler

LIGHTING DIAGRAM One of the challenges in Pianoâ&#x20AC;&#x2122;s natural light design was the risk of UV damage to all of the art work to be housed inside of the museum. Piano came up with a series of glass, louver, and metal meshes to create a filter system for the light. In the above diagram I show how the light is able to trickle down through the space and how its intensity is changed. The double glazed roof and the opaque shading panels on the roof provide the first layer of protection. It is then through metal grids and a mechanical louver system that the light can be further reduced and even controlled to protect the artwork while still providing natural light throughout the space - something Piano knew would be ground breaking for an art museum.

BWL - D

BWL - C

BWL - B

BWL - A

S1.2 2 SOUTH

(2) 1 3/4" x 5 1/2" LVL STUDS ABOVE, REF ELEVATION

6x6 CEDAR OR TREATED POST ON SIMPSON ABU66 POST BASE, WITH SIMPSON CCQ46SDS2.5 POST CAP, TYP. U.N.O

11 ABV

11 ABV 1

S4.2

BWL - 1 CONT.

S4.2

(3)#2-2x10

(2)#2-2x10 {TREATED}

DROPPED

MUD & LAUNDRY

(3)#2-2x12 OR (2)1-3/4"x9-1/4" LVL

DOG WASH

EC#3

ED-A

(3) 1 3/4" x 9 1/2" LVL

BEDROOM/ STUDY

DR-H A

DINING

REF FRZ 8' WALL W/ GLAZING ABV

MASTER BED

MIN 32" PANEL PER TABLE R602.10.5

(3) 1 3/4" x 5 1/2" LVL FULL HEIGHT STUDS

ED-A (2)#2-2x10

(2)#2-2x12 OR (2) 1-3/4"x9-1/4" LVL

(3)#2-2x10

ED-A EC#3

11 ABV

08 (3)#2-2x10

(2 )2 x6

(2) 1 3/4" x 9 1/2" LVL {CONT. DROPPED, WRAPPED OR TRTD.}

x6 )2 (2

(3) 1 3/4" x 7 1/4" LVL ABOVE TRANSOM WINDOWS, REF ELEVATION

6x6 CEDAR OR TREATED POST ON SIMPSON ABU66 POST BASE, WITH SIMPSON ECCQ3-6SDS2.5 POST CAP, TYP. U.N.O

(2 )2 x6

DECK

SHELVES

COATS

P DR-A

DR-A

DR-C

DR-E D

ED-B D DR-A

DR-A

DR-C

LINEN

06 D DR-D

DR-D

(2) 1 3/4" x 11 1/4" LVL {CONT. TO CORNER}

(3 )2 x6

BATH BEDROOM

D (3) 1 3/4" x 9 1/2" LVL ED-A

DR-B

BWL - 2 CONT. EC#4

LIVING

MASTER BATH

MASTER CLOSET

DR-F

ENTRY

DR-G

DR-H

PWDR

1 S4.1

(3)#2-2x12 OR07 (2) 1-3/4"x9-1/4" LVL

EC#3

CS-PF

(3)#2-2x10 {TREATED, DN DROPPED}

FLOOR PLAN

Washington Place LOCATION: CATHLAMET, WA EMPLOYER: APEX ENGINEERS, INC. YEAR: 2019 DURATION: 17 WEEKS SUPERVISOR: MIKE BRUNIN As a structural engineering intern at Apex Engineers I was able to get a wide range of experience working on single-family residential, multi-family residential, commerical, and educational projects.Working on residential projects, I furthered my knowledge of structural materials working with a mix of light-framed wood, steel, and concrete structures. I was able to learn how each material interacted with each other as well as the architectural elements of the house. Washington Place is just one of many residential projects I was able to work on during my time with Apex.

Washington Place

19'-8"

2'-2"

19'-8"

11'-0"

27'-8"

11'-6"

6'-0" NOTE: WOOD DECK STRUCTURES BY OTHERS, EXACT LAYOUT TO BE DETERMINED AT A LATER DATE, TYP.

S4.2

11-7/8" TJI 210 FLOOR JOISTS AT 16" OC

5 1/8" x 12" DOUG-FIR 24F-V4 GLULAM

BEAM POCKET

4'-9"

5'-0"

4'-0"

BEAM POCKET

11' - 0"

15' - 9" 11' - 0"

12' - 0"

31'-6"

CRAWLSPACE

5 1/8" x 12" DOUG-FIR 24F-V4 GLULAM {CONT}

5 1/8" x 12" DOUG-FIR 24F-V4 GLULAM {CONT.}

BEAM POCKET

11-7/8" TJI 210 FLOOR JOISTS AT 16" OC

3'-0"

13' - 3"

SPLICE BEAM OVER COLUMN WITH SIMPSON LCC5.25-3.5 COLUMN CAP

11-7/8" TJI 210 FLOOR JOISTS AT 16" OC

10' - 0"

11-7/8" TJI 210 FLOOR JOISTS AT 16" OC

10' - 0"

15' - 9"

26'-6"

5 1/8" x 12" DOUG-FIR 24F-V4 GLULAM {CONT.} B

31'-6"

12' - 0"

11-7/8" TJI 210 FLOOR JOISTS AT 16" OC

13' - 3"

11-7/8" TJI 210 FLOOR JOISTS AT 16" OC

DOUBLE JOISTS UNDER ISLAND ABOVE

8"x4'-0" CONC. BURIED WALL W/ (2) #4 BARS HORZ. CONT. AT TOP AND BOTTOM W/ (3) #4 BARS HORZ. CONT. AT 24" OC AND #4 VERT. BARS AT 24" OC ON 16"x8" CONC. FOOTING W/ (2) #4 BARS CONT.

6'-4" G

40'-0"

9'-7"

28'-5"

78'-0"

FOUNDATION PLAN

2'-0"

4'-0"

(2) SIMPSON L50 ANGLES, (1) EACH SIDE OF RAFTER

}

4'-0"

(3)#2-2x6 RAFTER

1/2 "L VL (2 )1

3/4 "x

#2-2x6 RAFTERS AT 16" OC

7'-0"

1 3/4" x 5 1/2" LVL CONT. SUB FASCIA W/ (3) #10 x 3-1/2" WOOD SCREWS INTO EACH RAFTER

9' - 0"

2 S1.3

2'-0"

6'-0"

4'-0"

RAISED HEEL ROOF TRUSSES BY OTHERS

(2) SIMPSON L50 ANGLES, (1) EACH SIDE OF RAFTER

(2) SIMPSON L50 ANGLES, (1) EACH SIDE OF RAFTER TOP CHORD OF TRUSSES DROPPED 6" TO ALLOW FOR 2x6 OVERHANG ROOF FRAMING

2" / 1'-0"

SOLAR ZONE

2" / 1'-0"

14" TJI 360 RAFTERS DOUBLE EVERY OTHER AT 16" OC OR 16" TJI 210 RAFTERS AT 16" OC THIS AREA. BLOCKING REQUIRED BETWEEN RAFTERS AT EXTERIOR WALLS AND THIRD POINTS FOR MONOSLOPED ROOF.

RAISED HEEL ROOF TRUSSES BY OTHERS

GIRDER TRUSS BY OTHERS

2" / 1'-0"

TOP CHORD OF TRUSSES DROPPED 6" TO ALLOW FOR 2x6 OVERHANG ROOF FRAMING

1 3/4" x 5 1/2" LVL

#2-2x6 RAFTERS CANTILEVERED

(2) SIMPSON L50 ANGLES, (1) EACH SIDE OF RAFTER

(3)#2-2x6 RAFTER

9' - 0" 13' - 0"

9' - 0"

(2) SIMPSON L50 ANGLES, (1) EACH SIDE OF RAFTER SIM.

2 S1.3

(1) SIMPSON H2.5A HURRICANE CLIP PER TRUSS TO DOUBLE TOP PLATE

2x6 CANTILEVER RAFTER CONNECTION TO TRUSSES BY OTHERS

1'-0"

13' - 0"

4'-0"

(3)#2-2x6 RAFTER

3'-0" 11'-0"

#2-2x8 RAFTERS AT 16" O.C.

IP {H 1/2 "L VL 5 3/4 "x

(3)#2-2x6 RAFTER

}

IP {H

(2 )1

VL "L 1/2

9' - 0"

4'-0"

"x 3/4

1 3/4" x 5 1/2" LVL CONT. SUB FASCIA W/ (3) #10 x 3-1/2" WOOD SCREWS INTO EACH RAFTER

)1 (2

}

(3)#2-2x6 RAFTER

9' - 0"

SUB FASCIA

#2-2x6 RAFTERS CANTILEVERED

SOLAR ZONE

GIRDER TRUSS BY OTHERS

(3)#2-2x6 RAFTER (3)#2-2x6 RAFTER {ON WALL}

(2) SIMPSON L50 ANGLES, (1) EACH SIDE OF RAFTER

1 3/4" x 5 1/2" LVL CONT. SUB FASCIA W/ (3) #10 x 3-1/2" WOOD SCREWS INTO EACH RAFTER

(2) SIMPSON L50 ANGLES, (1) EACH SIDE OF RAFTER

1'-0"

ROOF FRAMING PLAN I was involved in helping produce the construction documents and found it to be a very interesting project. As seen in the Floor Plan the architect was wanting to have an open space throughout the main living area with large glass windows on both the plan north and plan south walls, These along with a 4’-0” cantileverd roof made some of the structural design complicated. By looking at the Roof Framing Plan, you can see how we maintained the open space over the living area by having the monosloped roof made of deep I-Joists. The corners of the cantilevered roof were also designed to not only support the cantilever but resist the increased amount of uplift.

Drawings produced under the supervision of Apex Engineers, Inc. and are not to be reproduced, distributed, or used for construction.

(2) 1 3/4" x 5 1/2" LVL STUDS W/ SIMPSON A23 INTO BEAM BELOW

T.O. CHIMNEY 18' - 9"

(3) 1 3/4" x 7 1/4" LVL W/ SIMPSON HUCQ610-SDS EACH END

T.O. UPPER PLATE 15' - 9"

(2)#2-2x6 TOP PLATE W/ SIMPSON A23 EACH END

T.O. PLATE 10' - 0" (3) 1 3/4" x 9 1/2" LVL

(3)#2-2x10

4 S1.2

3 S1.2

(2) 2x6 STUDS W/ SIMPSON A23 INTO BEAM ABOVE

MAIN FLOOR 0' - 0" GRADE -1' - 6"

(3) 1 3/4" x 5 1/2" LVL FULL HEIGHT STUDS

SOUTH ELEVATION One way we achieved having such an open space in the living room and having multiple open windows was by implementing what is known as a moment frame. Usually in stick constrution the OSB or plywood act to resist lateral loads across the building and keep walls from leaning. With multiple windows this is hard to implement so we had to design a moment resisting frame which used both standard lumber and LVLâ&#x20AC;&#x2122;s.

Washington Place

(2) ROWS 8d (0.133"x2-1/2") NAILS AT 8" OC

(2) 1 3/4" x 5 1/2" LVL ONE EACH SIDE

FILL GAP WITH PLYWOOD BEYOND TJI JOISTS

BEVELED PLATE AS REQUIRED BY SLOPE

BEVELED 2x4 BLOCKING

DOUBLE TOP PLATE

SIMPSON H2.5A TIE

1 1/2"

(2) ROWS 8d (0.133"x2-1/2") NAILS AT 8" OC (EACH SIDE) TJI JOIST, REF PLAN

BEVELED 2x4 BLOCK EACH SIDE

SIMPSON H2.5A TIE

DOUBLE TOP PLATE

BEVELED PLATE AS REQUIRED BY SLOPE

6'-0" MAX

SECTION A-A

LSL BLOCKING BETWEEN EACH RAFTER. VENTILATE PER MANUFACTURER'S SPECS, REF ARCH.

(2) ROWS 8d (0.133"x2-1/2") NAILS AT 8" OC (EACH SIDE)

(2) 1 3/4" x 5 1/2" LVL ONE EACH SIDE

5 1/2"

(2) ROWS 8d (0.133"x2-1/2") NAILS AT 8" OC

#2-2x4 (FLAT)

12'-0" MIN

NOTE AT SIM. LOCATION: SINGLE LVL REQUIRED FOR 4'-0" MAX OVERHANG W/ MIN 8'-0" BACKSPAN

ROOF OVERHANG DETAIL In order to make the 4’-0” cantilever work for the roof, while keeping a thin exterior profile, we designed a roof overhang detail.To make the span possible we sistered standard framing lumber to the engineered I-Joist on the roof and specified a nailing pattern and back span for stablitiy. I learned a great deal about how certain elements of a building are made possible, as seen by this detail.

Drawings produced under the supervision of Apex Engineers, Inc. and are not to be reproduced, distributed, or used for construction.

Suspended Slab LOCATION: LAWRENCE, KS EMPLOYER: APEX ENGINEERS, INC. YEAR: 2019 DURATION: 2 WEEKS SUPERVISOR: MIKE BRUNIN Throughout my internship with Apex Engineers I was able to work on many different projects, including several suspended porch slabs. These suspended porch slabs usually were built as unofficial storage and storm shelters underneath the front porch of a residence with an entrace from the basement. Many jurisdictions required engineered drawings for just this section of the house, as occupying space under suspended concrete can be dangerous if not done properly.

Suspended Slab

2 S2.0

3'-0" DOOR, REF ARCH

10" 3"

FDTN WALL, REF PLANS (BY OTHERS), TYP

7'-0" 10" 2"

EXT FACE OF FRAMING ABOVE AND EXT FACE OF KEY IN FOUNDATION WALL, REF ARCH

10" 2" 4'-10"

4'-10"

W8x18 DROPPED WITH 2" LUGS AT 24" OC ON TOP OF TOP FLANGE (2) 8'-0" #4 REBAR AT CORNERS

(2) 8'-0" #4 REBAR AT CORNERS BEAM POCKET

BEAM POCKET

10" 4"

2'-7"

10" 4"

2'-7"

2'-0"

#4x10'-0" BARS AT 12" OC, CENTERED OVER BEAM WITH 1 12" TOP COVER

2'-7"

2'-0" 8"

8" 3'-10"

3'-10" 8"

3'-10"

12'-2"

6" (MIN) TO 9" (MAX) CONC SLAB WITH #4 BARS AT 12" OC BOTH-WAYS WITH 112" BOTTOM COVER.

1 S2.0

SUSPENDED SLAB PLAN The suspended slab above is just one example of some of the slab designs I have done. Typically I will draft the plan drawings and run calculations on the slab span. The above plan shows the detailing of a unique suspended slab that sits on foundation walls with a dropped steel beam along the midspan of the slab. This slab was unique and a little more complicated due to its shape and long midspan.

Drawings produced under the supervision of Apex Engineers, Inc. and are not to be reproduced, distributed, or used for construction.

6" (MIN) TO 9" (MAX) CONC SLAB, REF PLAN 10'-0" LONG #4 BARS SPACED PER PLAN CENTERED OVER STEEL BEAM, PLACED 1" - 112" FROM TOP OF SLAB

CAULKING

112"

PER PLAN

SLOPE SLAB 1 8" - 4" PER FT

METAL FLASHING OVER EPDM, REF BUILDER

2" LUGS AT 24" O.C., ENTIRE LENGTH OF BEAM

STEEL BEAM, REF PLAN

DRILL AND EPOXY OR EMBED, REF PLAN FOUNDATION WALL, REF PLAN FORMWORK PROVIDED BY TEMPORARY PLYWOOD FORMS (BY OTHERS), SHORE AS REQUIRED

SUSPENDED SLAB SECTION While detailed parts of the suspended slab section above already existed from previous projects in the company, the long span of the suspended slab had to be supported along the mid-span in order to reduce the amount of steel reinforcement and thickness of the concrete. I was tasked with modifying our existing detail to include the dropped steel beam under the suspended slab as well as have a “zero step” walk out from the interior residence by dropping the floor joist below the top of the foundation wall. Part of the project also required calculations to be run for the suspended slab as seen to the right. Even though the slab has rebar in each direction, we treated it as a concrete beam for a 1’-0” section.

Suspended Slab

SEALANT LAYER, REF BUILDER

Printed: 6 AUG 2019, 3:03PM File = G:\Lawrence\Projects\K2CZ1E~X\GOAMXT~U\0KR386~3\C7A4YC~F\Calcs.ec6 . Software copyright ENERCALC, INC. 1983-2019, Build:10.19.1.30 . APEX ENGINEERS INC

Concrete Beam Lic. # : KW-06005244

DESCRIPTION: Suspended slab section CODE REFERENCES

Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-16

Material Properties f'c = 1/2 fr = f'c * 7.50 \ Density O LtWt Factor Elastic Modulus =

3.50 ksi = 443.706 psi 145.0 pcf = 1.0 = 3,122.0 ksi

fy - Main Rebar = E - Main Rebar =

Phi Values =

Flexure : Shear :

Fy - Stirrups E - Stirrups = Stirrup Bar Size #

40.0 ksi 29,000.0 ksi Number of Resisting Legs Per Stirrup =

0.90 0.750 0.850

40.0 ksi 29,000.0 ksi 3 1

Cross Section & Reinforcing Details

Rectangular Section, Width = 12.0 in, Height = 8.50 in Span #1 Reinforcing.... 1-#4 at 1.50 in from Bottom, from 0.0 to 6.580 ft in this span Span #2 Reinforcing.... 1-#4 at 1.50 in from Bottom, from 0.0 to 6.580 ft in this span

1-#4 at 1.50 in from Top, from 1.580 to 6.580 ft in this span 1-#4 at 1.50 in from Top, from 0.0 to 5.0 ft in this span

Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : L = 0.040 k/ft, Tributary Width = 1.0 ft, (Live Load) Load for Span Number 2 Uniform Load : L = 0.040 k/ft, Tributary Width = 1.0 ft, (Live Load)

DESIGN SUMMARY

Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn * Phi : Allowable

Location of maximum on span

0.210 Typical Section -1.013 4.831 0.000

Span # where maximum occurs

Vertical Reactions

Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H, LL Comb Run (*L) +D+L+H, LL Comb Run (L*) +D+L+H, LL Comb Run (LL) +D+Lr+H, LL Comb Run (*L) +D+Lr+H, LL Comb Run (L*)

:1 k-ft k-ft ft

Maximum Deflection

Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection

Design OK 0.000 in 0.000 in 0.002 in 0.000 in

Ratio = Ratio = Ratio = Ratio =

0 <360.0 0 <360.0 50914 >=180.0 0 <180.0

Span # 2 Support notation : Far left is #1 Support 1 0.369 -0.016 0.253 0.237 0.369 0.352 0.253 0.253

Support 2 1.174 0.164 0.845 1.009 1.009 1.174 0.845 0.845

Support 3 0.369 -0.016 0.253 0.369 0.237 0.352 0.253 0.253

Drawings produced under the supervision of Apex Engineers, Inc. and are not to be reproduced, distributed, or used for construction.

Herff Elementary LOCATION: BOERNE, TX EMPLOYER: MEP ENGINEERING, INC. YEAR: SUMMER 2017 - WINTER 2018 DURATION: 1.5 YEARS (IN CONSTRUCTION) SUPERVISOR: JOSH PETERSON While interning with MEP Engineering I have been able to work on a wide range of projects in south central Texas.This new elementary school in the hill country outside of San Antonio was the largest project I was able to personally work on during my time with MEP. The vast size of the project can be seen in the eletrical site plan above. This was a great experience for me. I worked on the design of the project in the summer of 2017 and was able to help with construction administration in the summer of 2018.

Herff Elementary

Drawings produced under the supervision of MEP Engineering, Inc. and are not to be reproduced, distributed, or used for construction.

C6 AU

C7 AV

C11 AX

C12

AZ.1

AZ.2 AZ.4 AZ.5

AZ.3

5TH GRADE C,250 CLASSROOM TYP 4

SMALL C,250 CLASSROOMTYP 2

A35

ELEVATOR

C126

CUSTODIAL

X,300

4' MB

4' MB 34/22 SA

14/14 SA

S36

FPB-6-19

14/14 SA C,250 TYP 2

T FPB-6-18

4' MB

24/16 RA

T FPB-6-20

4' MB

FPB-6-21 T

14/16 RA

F.E.C.

5TH GRADE CLASSROOM

C109

IFP

4' MB

C,300 TYP 2

AY CN CN.3

FPB-7-18

16/14 SA

4' MB

4' MB 12 C107 /6 SA

5TH GRADE CLASSROOM

IFP

5TH GRADE CLASSROOM C108

C107

C,325 TYP 4

STAIR

AZ.3

C,300 TYP 2

C120 CQ

FPB-6-21 20/18 RA

5TH GRADE CLASSROOM

TYP 2 M,250 TYP 2

4' MB

IFP

14/12 RA

TWC

12/14 SA

C,250 TYP 2 FPB-6-20

4' MB

14/14 SA

U, ---

IFP12/6 SA4' MB

FPB-7-16

C105

IFP TW

TYP 2

FB,525 TYP 2

T FPB-7-17

TWC

4' MB

S36

C122

4TH GRADE CLASSROOM

30/22 RA

S36 S36 S36 S36

PROJECT AREA

4' MB

IFP

TWC T FPB-6-19 FPB-6-18

4' MB

TYP 2 FPB-7-18 T

24/20 RA

11 8

4' MB

C110

TYP

C121

FPB-7-17

54/22 SA

C115

T FPB-6-17 TWC

U, ---

4' MB

C,250 TYP 4

S36 S36 S36 S36 S24

TYP 2

FPB-7-15

IFP

5TH GRADE CLASSROOM

S24

FB,600 TYP 2

PROJECT AREA

4' MB

TYP

X,75 DEWC 6

S36

T FPB-7-16

C,300 TYP 2

C,250 TYP 4

FPB-6-17

16/14 RA

S36 S36

IFP

S36

4' MB

C,250 TYP 2

TYP

40/30 RA

TW 14/14 SA

S36 S36

4' MB

A,100 S36

GLS

50/22 SA

4' MB

IFP

16/14 SA

C104

FPB-7-15 T

9 50/22 RA

S36 S36

10/10 RA

S36

TWC

C,250 TYP 2

28/20 SA

FPB-7-14 T

TWC

4TH GRADE CLASSROOM

S36 S36

FPB-7-10 10/12 SA

S24

S36

TWC

CN CN.3

C117

S36 S36

S36

GLS 44/26 RA

S36

C116.1

S36

14/12 SA

50/20 SA

28/20 SA

C,250 TYP 4

C116

IFP

4' MB

C103

B,200

A,50

4' MB

0 /2

24/20 SA

4TH GRADE CLASSROOM

C119 7

FCU-3

C,300 TYP 4

20/18 RA

4TH GRADE CLASSROOM C106

C2 C3

C10

C11

AREA C - FIRST FLOOR HVAC While studying architectural engineering, I have been able to learn about all of the engineering systems that make a building possible. What I have really enjoyed while working with MEP Engineering is the ability to work on many different systems such as HVAC, plumbing, and electrical. As seen in the drawing above I was able to help with the construction documents of the school. With over a hundred airside mechancial units, I was able to see how these large systems came together. This particular project used a chilled water and hot water central plant in order to condition the space.

A,100 REF

TYP

DEWC S36S36 S24S24 S36S36

IDF

14/14 RA

TYP

TEACHER WORKROOM

B,200

8/10 EA

4' MB T, --TYP

AZ.6

Y1,300

C116.2

X1, --- 10/10 RA

C118

STORAGE T FPB-7-10

FPB-7-13

4' MB

ELECTRICAL

S24

FPB-7-14

IFP

T FPB6-15 4' MB

C123

4' MB

TWC

S24

IFP

C111

TS 4' MB

AZ.4 AZ.5

5TH GRADE CLASSROOM

4' MB

T FPB-7-13

A37 CB

AZ.2

FPB-6-16

TWC

4TH GRADE

CLASSROOM C,250 TYP 4 C102 IFP 20/18 RA 4' MB

AZ.7

14/14 SA

C124

PROJECT AREA

14/12 SA

24/20 SA

A36 CA

16/20 RA

PROJECT AREA

TYP 2 FB,425 TYP 2

14/12 SA

C8.8

FPB-7-12

T 14 T 15

TWC 24/18 RA

T FPB-6-16

C125

IFP

T 13

FPB-6-14

T FPB-6-12

TYP 2

S24

8/10 SA

4' MB

FPB-7-12 T

C10

4' MB

X,50

12/12 EA

TWC

14/12 RA FB,600 TYP 2

T 12 C,320

C,280 TYP 4

14/14 SA

T FPB-7-11

IFP DEWC

T FPB-6-13

B,150

FPB-6-15

14/14 SA

4' MB

C8.8

18/20 SA

C,250 TYP 2

FPB-7-11

IFP

GIRLS

8/10 EA

B,150

A37 CB

C113

C,250 TYP 2

U, ---

FCU-6

16/14 RA

SMALL CLASSROOM

REF

B,150

C129.1

34/20 RA

TWC

C127

14/14 SA

C129

28/22 SA

BOYS

C128

FPB-6-13

AZ.6 AZ.7 A34

S36

KILN

FPB-6-12

10/12 SA

S36

C101

X,300

S36

Y,810

4' MB C,300 TYP 2

16/14 SA

IFP

10/10 EA

14/14 RA

ART CLASSROOM

14/12 SA

10/12 RA

ELEV. CONTROL

14/12 SA

4TH GRADE 4' MB CLASSROOM

FPB-6-11

10/12 SA

A107 A36 CA

14/12 SA

C112

C114

A35

S36

10' MB

T FPB-6-14

18/16 RA

16/16 SA

4' MB

IFP

T FPB-6-11

4' MB

IFP

A34

Herff Elementary

C12

AZ.1

D4 C1

C6 AU

C7 AV

C11

C12

AZ AZ.1

AZ.2

AZ.4 AZ.5

AZ.6

AZ.7 C1

A33

STAIR

A106

T/R

C8 AU

C10

AZ.2

C12

A103

A33

AZ.3

A42

A100

A42

A34

3 +60"

LC1A-2

A35

C114.1 A36

C8 LC1B-6 9

C127

FPB-7-11

GIRLS

LC1A-35

C126

4TH GRADE CLASSROOM

LC1A-53

LC1B-8 9

9 LC1B-9

C113

FPB-6-13 FPB-6-15

C102

+60"

LC1A-47

FPB-7-13

J CJ 1

IDF

4TH GRADE CLASSROOM

5TH GRADE CLASSROOM

GFI/AC

LC1A-20

LC1A-14

LC1B-7

FPB-6-18

5TH GRADE CLASSROOM

PROJECT AREA LC1B-7

C122

C109

LC1A-60 J

LC1B-15

+60" LC1A-5

PROJECT AREA

CN CN.3

F.E.C.

LC1B-4

CPCP

+60"

LC1A-56 LC1A-59

FPB-6-20

FPB-7-16

FPB-6-21 LC1A-28

LC1A-43

LC1A-37

+60"

LC1A-36

FPB-7-17

LC1A-32

FPB-7-18

4TH GRADE CLASSROOM

+60" 3

CN.3

LC1A-6 LC1A-54

+60"

LC1A-40

C121

LC1A-62 J

CL CM

LC1A-60

+60"

CL CM

LC1B-7

FPB-7-15

CJ CK

FPB-6-19

+60" LC1B-14

LC1A-62

CJ CK LC1A-26

LC1A-1 3

CNCN CN.3 CN.3

C110

GFI

GLS

4TH GRADE CLASSROOM

C115

LC1A-52

C117

LC1A-29

LC1A-51 3 E3.1C

LC1B-13

2 E3.1C

LC1A-21

LC1A-58

LC1A-22

CKCK

C103

CE CF

WP/GFI

GLS

C116.1

LC1A-8

LC1A-51

FPB-6-17

C118

FPB-7-10 CJ

C119

LC1A-61

LC1A-22

LC1A-4

FPB-7-14

C104

ELECTRICAL

GFI/+42"TR

+60" LC1A-38

TEACHER WORKROOM C116

AZ.6

LC1A-34

LC1A-30

AC/GFI

LC1A-27

AZ.2

3 +60"

LC1A-17

STORAGE

C123 3

+60"

LC1B-10

C116.2 3

LC1A-45

CHCH

LC1A-24

C8.8 LC1A-10 AW

A37 CB

3 +60"

PROJECT AREA

AZ.1 AC/GFI

C124 AU

LC1B-2

LC1A-31

GFI

AZ.4 AZ.5

C111

PROJECT AREA

LC1A-57

5TH GRADE CLASSROOM

FPB-6-16

LC1B-3

LC1A-57

CFCF

LC1A-24

LC1A-8

LC1B-11

LC1A-3

LC1A-46

LC1A-55

AZ.7 C8.8

LC1B-3 LC1B-2

LC1A-7 AC/GFI

A37

10 GFI

LC1B-12

FPB-7-12

CECE

A43 A36 CA

LC1A-42 LC1A-39

+60"

A43

FPB-6-14

C10

GFI

AC/GFI

CUSTODIAL

4TH GRADE CLASSROOM

C8.8 C8.8

C125 LC1A-25

LC1B-16,18,20

C129

A37 CB

A42

ART CLASSROOM

+60"

FPB-6-12

+60"

LC1A-12

9 LC1B-5

C101

CDCD

C128

BOYS

+60" 1

LC1A-23 A43

C129.1

LC1A-33

C112

LC1A-18

C113.1 1 SMALL CLASSROOM

ELEV. CONTROL

+60"

A37

CCCC

LC1A-50

CLOSET 3

LC1A-41

LC1A-53

A36

5TH GRADE CLASSROOM

LC1A-33

LC1A-16

LC1A-48

A36 CA

FPB-6-11

C114

CLOSET

LC1A-46

LC1A-55

A34 A34

KILN

SMALL CLASSROOM

AZ.3

F.E.C.

D4 A34

LC1A-61

A33 A33

CORRIDOR

4TH GRADE CLASSROOM

C105 LC1A-32 LC1A-19

LC1A-44

C106

+60"

STAIR

3 LC1A-49

5TH GRADE CLASSROOM

C107

C108

AZ.3

LC1A-54

WP/GFI

LC1A-56

LC1A-59

LC1A-6

C120

LC1A-58

CRCR

C2 C3

C10

C11

C12

C2 C3

C10

C11

C12

AZ.1

AREA C - FIRST FLOOR POWER While I was able to gain primarily mechanical experince on this project, I was also able to work with the electrical team on completing construction documents for the power, lighting, and special systems throughout the school. This was a difficult role, as the electrical design was the last to be completed, having waited on the architecture, HVAC, and plumbing equipment to be finalized. By seeing the design from the mechanical to the electical side helped me understand the effect that changes in the systems and sizes can play on each other and cause furthur design changes or delays.

Drawings produced under the supervision of MEP Engineering, Inc. and are not to be reproduced, distributed, or used for construction.

Madison Agriscience LOCATION: SAN ANTONIO, TX EMPLOYER: MEP ENGINEERING, INC. YEAR: SUMMER 2017 - SUMMER 2018 DURATION: 1 YEAR (COMPLETE) SUPERVISOR: JOSH PETERSON While I was able to work on many K-12 projects at MEP Engineering, Inc, I would say that this project was one of the most unique ones. This was a new building being added to an existing high school campus, with a magnet school specifically for agriculture. This new building housed about 12,000 sqft of shop/garage space with about 12,000 sqft of indoor class space, including a 5,000 sqft walk-in meat cooler. Part of the agriculture program was to teach high school students trades such as welding, wood working, mechanics, and meat processing.

Madison Agriscience

Drawings produced under the supervision of MEP Engineering, Inc. and are not to be reproduced, distributed, or used for construction.

12 25

8/8 EA 8

28/20 SA

8ø EA

10/12 EA

EF-6 28

A110

CLASSROOM

F1.7

TYP 2

4ø EA TYP 5

OM BO

C,275 TYP 6

IB 'J 18

A108

TYP 4 6ø EA

BOYS RR

E AN CR

27 TYP

B,120

12/10 SA

TYP

T F1.6 F1.4 T

LIRH-1

F1.4

A107

EF-14 18/16 SA

MFG115

TYP 4

F1.5

14/14 RA

16/16 SA 14/14 SA

CLASSROOM F1.1 T

STAFF OFFICE

B,180

A100

A104

LOBBY B,120

VEST. A121

23 8

A123

X100

A,100 11

FCU-1

EF-3

TYP 2 4ø EA TYP 2 4ø OA

20 T

4ø OA

IDF

A122

EWLH-2

RISER

EF-7

A124

LIRH-3 T

EWLH-1 T 20 25

L-3 12

EF-8

MECH./ELEC. A125

OVERALL FIRST FLOOR - HVAC 1/8" = 1'-0"

This project started during my first summer with MEP Engineering, and really provided a great experience for me. During the initial development I was one of the only individuals working on it. I was able to run preliminary calculations, size equipment, and layout duct work. While the final drawings were different than when I started on it, there are a few decisions I made which are contained in the final design. In particular by working with the other engineers I helped locate the roof top unit above the restrooms and designed how the ducts would drop below, especially the Y-shaped transition when the ductwork splits to keep the central corridor open with clerestory windows.

Madison Agriscience

TYP 4 EF-10

EF-9 T LIRH-4

HVAC PLAN

22 TYP 4

B,240 TYP 6

CUST.

C,300

STORAGE A120

E AN CR

12/6 SA

14 DDC

13 X,125

C,230

IB 'J 18

OM BO

7 TYP 4

7 TYP 2

10ø SA

14/14 SA

A100A

A102 ROOF ACCESS A101

LIRH-4

LIRH-3

4ø EA

12/12 SA

D X,170

12/12 SA

C,210 TYP 2

F1.5 T

A118

16/8 EA

8/8 OA W

8/8 EA

T 20

STAFF RR PACKAGING

A103 FD

LAUNDRY

10/10 EA

T 20

T, --TYP

E AN CR

COOKED MEAT-COOLER 32°F MFG117 BLAST FREEZER -20°F MFG116

16/14 SA REF. OVEN HC O.F.O.I ICE M. FD 13 C,350

FOOD SAFETY LAB

OM BO

A119

6 TYP

F1.2

8 18

IB 'J 18

SMOKER

C,300

T F1.2

12/16 SA 23

10ø SA

18 D,500 TYP 2

34ø EA

B100

AX102

AX101

B102

16/16 RA

CORRIDOR

HVLS-2

PAINT BOOTH

TYP

B,150

CORRIDOR

TYP 2

AG. ENG. & FAB LAB

F1.1

HVLS-1

12/6 SA

A105

12/6 SA

12/12 SA

M,200 TYP 4

12/12 SA

18/16 RA

8/6 EA

F1.3

T F1.3

4ø EA

16/14 SA

OFFICE B,400 C,220 TYP 4

14/14 SA

EF-13

10/6 EA

A106

10ø SA

8/6 EA

12/6 SA

A109 H EF-13 10

M, ---

STAFF RR

REF. O.F.O.I

B,160

MEAT P. CLASSROOM

LIRH-2

X,150

18/16 RA

MEAT PROCESSING 45°F

MEDIA RESOURCE

10ø SA

10 H EF-14

LIRH-2 T L-2

18/16 SA

20/18 SA

TYP

T LIRH-1

50/20 SA

X,225

16/16 RA

10/6 EA

C,300

20/30 RA

A112

T 20

T F1.7

DC-1

F1.6

GIRLS RR

4ø EA

B,150 X,225

MFG114

6/6 EA

M, ---

2 TYP

7 TYP 2

4ø EA

FRESH/RAW MEAT-COOLER 32°F12/6 SA

14/14 SA

A113

EF-12

10/12 SA

CORRIDOR

L-1

10/10 EA

28/20 SA

EF-11

EF-5

A.5

3 HP1-22 W1E

W1 DC

CORRIDOR AX101

BOYS RR A110

A1F

A1FE

A1E

CLASSROOM A108

HP1-26

~ d2

STAFF RR A106

Q HP1-28

OFFICE A105

A1E

HP1-24

TYP.

AG. ENG. & FAB LAB B100

PAINT BOOTH B102

C1E

A1E E HP1-20

VEST. A121 A1

A1E

HP1-26

A1E

LOBBY X100

A1E

D D2 DS

IB 'J 18

OM BO

E AN CR

W1E

HP1-26

5.2

Q HP1-28

5 G8E N/L

A1E

G8 A1E

LOBBY X100

DC W1

ROOF ACCESS A101

STAFF OFFICE A100

~ d1

HP1-32

X2 DS

STAFF RR A100A B HP1-26

STORAGE A120

PACKAGING A118

LRP

HP1-32

CLASSROOM A104

IDF A122

W1E D2E

CUST. A123

A1FE A1

E HP1-20

A1E

D2 D A2

B D

A1 d1

~ d2

LC1-22

A2 W

F F HP1-20

A1E d2

DAYLIGHT ZONE G8

E AN CR

F F HP1-20

G8E

ICE M.

LAUNDRY A102

A2E

OM BO

IB 'J 18

COOKEDBLAST FREEZER -20째F MEAT-COOLER 32째F MFG116 MFG117

A3 REF. OVEN HC O.F.O.I

4 3

3 B

SMOKER A119

HP1-28

CORRIDOR AX102 G8

A3E

FOOD SAFETY LAB A103

R 3

A2E A3

HP1-26

B OC

CORRIDOR AX101

W1E

A3E

E AN CR

HP1-26

A1FE

IB 'J 18

OM BO

HP1-26

A HP1-26

W1E

A1 3

A1E

MEDIA RESOURCE A107

A3 FE

MEAT P. CLASSROOM A109

HP1-20

D2 G8E

A3E

E AN CR

MEAT PROCESSING 45째F MFG115

OM BO

HP1-24

IB 'J 18

~ d4

REF. O.F.O.I

W1 F

1.1

D HP1-26

A1E

3 HP1-28

GIRLS RR A112

5 N/L

F HP1-20

CORRIDOR A113 OC

A1F

X1 A1E

A1F

HP1-26 A1FE

C1E

B HP1-20

C1E

TIME CLOCK

LP1-3

FRESH/RAW MEAT-COOLER 32째F FE F MFG114

OC X1

4 OR

C1E HP1-28

HP1-28 C1E

HP1-26

RISER A124

C1E

5.9

6 W1

HP1-26 4

6.9 7

MECH./ELEC. A125

LIGHTING PLAN I started on the HVAC design side of this project and I eventually worked on the electrical power and lighting, which was unique in this project. For example, the shop to the right in the drawing above had numerous connections due to the welders, wood shop, lifts, and boom cranes. The lighting was just as important to keep the space well lit and safe for the students. Another area that was challenging was the meat cooler, where the school wanted to have industrial sized meat grinders, saws, and more. Part of the issue here was sanitizing the equipment. The school wanted all power and ligthing equipment to be resistent to 140 degree pressurized hot water that would be sprayed on floors, walls, and ceilings.

Drawings produced under the supervision of MEP Engineering, Inc. and are not to be reproduced, distributed, or used for construction.