Sam Pruitt Architecture Portfolio

SAM PRUITT, AIA SAMUEL J PRUITT ARCHITECTURE ARCHITECTUREPORTFOLIO PORTFOLIO Select Work Select Academic Academicand andProfessional Professional Work

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CONTENTS ACADEMIC

01

HYPERLOCAL - Competition Entry

04

PROFESSIONAL

02 03 04

12 ST. JOSEPH’S HOSPITAL ED - Expansion + Renovation 20 TREETOP CLINIC - Design-Build Competition Entry 28 PICKENS COUNTY MEALS ON WHEELS - Adaptive Re-use

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01

4

HYPERLOCAL Pendleton, South Carolina Entry for the Kawneer AIAS Enlightening Libraries Competition

Situated in the foothills of the Blue Ridge Mountains, the historic village of Pendleton stands as testament to up-state South Carolina’s agrarian past; a town founded on the promise of opportunity, sustained by the cash crops of the 17th century, and largely bi-passed by the industry of the 1900’s. Once a thriving legislative and cultural hub, the town has seen little progress in nearly a century. Education and income demographics are offset largely due to proximity to Clemson University. However, unemployment and illiteracy remain issues.

In recent years, there was an initiative to build a Pendleton branch library, but the facility has fallen short of reaching her full potential.

Hyperlocal, is therefore designed to respond to the needs of the town for a library AND community center. The term, Hyperlocal, is employed to describe the two-fold process by which the new Pendleton Public Library was designed; that the library respond physical to its surroundings, and that the program respond to the needs of the townspeople.

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EXISTING library plan

children adults support community park

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DIVIDE the program on site: Park, Community area, Support, Children+Adult library.

8am - 7pm 8am - 11pm 24hr access

SEPARATE the children’s wing OPEN front and back of library to from the adult wing using the sup- invite patrons in and promote conport zone to connect and service nectivity to the surrounding forest. the two.

While the rear of the facility is equipped with all the necessary amenities of a modern library, the building also provides the framework for various community events. Even after hours, with the library wings closed, the front of the building is intended to remain open providing a community lounge and café as well as a flexible hall. The hall uses operable walls to adapt to a number of configurations including: town hall meetings, art fairs, classrooms, or meeting space for small groups such as knitting, book clubs, and mother’s support groups.

7 Community Art Gallery 2 times per year

Town Hall Meeting 2 times per month

+

= Craft Fair 4 times per year

A track system is run above the ceiling in a 12’x12’ grid. 4’x16’ operable wall units are fitted with a double roller to easily move through corners. panels meet with interlocking ends forming an acoustical barrier providing unique rooms within the hall.

Class/Seminar rooms 24/7

In response to topography, the building is split into four platforms that are terraced into the hillside. Facades are designed suited to the local climate. The East and West facades have been largely closed to the rising and setting sun. This is achieved by using Versoleil™ Single Blade mounting hardware to fix a series of both local wood as well as aluminum square blades (featured on different walls) to a 1600 Wall System®1 curtain wall. The South façade is treated with extended mulion covers specifically sized for the project to maximize solar gain in the winter while blocking harsh summer rays. Keeping the wings of the building narrow allows for cross-breeze in the Spring and Fall.

8225TL ISOLOCK® Windows are used to punctuate the curtain walls facilitating airflow.

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Children’s Wing // Read-Aloud Area

STORMWATER is collected along inclined roofs. It is conveyed to the series of bioremediation ponds which employ various plantlife to filter contaminants. The water is used either in the toilets or for irrigation.

AIRFLOW is facilitated in the building by using the support space as a thermal chimney. As air warms throughout the space it rises into the tower and is vented through the clerestory ISOLOCK® windows.

SUNLIGHT Eastern and Western low angle exposure is dealt with by large masonry walls.

At the curtain wall a tight system of louvers is employed. The glass at clerestory creates a stack effect as the upper volume of air is heated and vented forcing convection.

0° r7

me

sum wi

nte

r3

0°

8225TL ISOLOCK® Window 1600 Wall System®1 :: extended mulion caps

Versoleil™ Single Blade :: hardware and square blade

Versoleil™ Single Blade :: hardware and wood louver

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02

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ST JOSEPHS HOSPITAL EMERGENCY DEPT Savannah, Georgia Rehabilitation of an Elementary School for an Upstate Meals on Wheels and senior activity center The seemingly ordinary task of renovating and expanding a dated Emergency Department burgeoned into the monumental effort of uniting multiple hospital departments white providing three critical points of entry along one building elevation.

With the ambulance entry, ED patient entrance, and Outpatient Surgery entrance currently within view of one another (two of them sharing one entry vestibule) the hospital was feeling the need for greater separation to enhance the patient/family experience. On the exterior, the desire was to complement the newly renovated patient tower and reflect elements of the hospital’s sister campus across town.

The completed facility, scheduled to begin construction in April of 2016, will feature a large atrium projecting a unified facade to a prominent Savannah street frontage while preserving the independent needs of the two user groups within. Materials used aim to unite various vintages of construction with a nod to the timeless and a fresh face looking forward.

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1

2

AA

3

BB

CC

DD

EE

4

FF

GG

COMPOSITE METAL PANEL (INSULATED)

D.2 D.3 D.4

D.6

KAWNEER VERSOLEIL SUN SHADE

HH

COMPOSITE METAL PANEL (INSULATED)

METAL COPING

KAWNEER VERSOLEIL SUN SHADE

D

JJ

COMPOSITE METAL PANEL (INSULATED) SPANDREL GLASS GLASS CURTAIN WALL

A TUBE STEEL

HH

STOREFRONT WINDOW

DD

SIM

F1 A302

SIM

F3 A303

EXTERIOR SIGNAGE (LIT)

CURTAIN WALL D7 A702 JJ

JJ

JJ

JJ

JJ

JJ

TUBE STEEL AWNING 2" COMPOSITE METAL PANEL (INSULATED)

B

FACE BRICK FULL BED (4"x12"x24") MASONRY VENEER 1.6

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Exterior Study // South Elevation - Street View

B1

EAST ELEVATION 1/8" = 1'-0"

1

C

1.1

B1

2

3

A301

4

4.9

F3

F1

F1

F4

A303

A303

A302

A302

5

F6 F6 A309A303

TUBE STEEL COMPOSITE METAL PANEL (INSULATED) METAL COPING

HARD COAT STUCCO AT AMBULANCE CANOPY

EE

FACE BRICK

METAL COPING

ARCHITECTURAL EYEBROW FEATURE

AA

D

KAWNEER VERSOLEIL SUN SHADE

EXISTING BUILDING BEYOND

2" COMPOSITE METAL PANEL (INSULATED)

GLASS CURTAIN WALL

AA

AA

AA

STOREFRONT WINDOW

FACE BRICK FULL BED (4"x12"x24") MASONRY VENEER

SOUTH ELEVATION 1/8" = 1'-0"

GG

AA

2" COMPOSITE METAL PANEL (INSULATED)

D1

CURTAIN WALL

EYEBROW CANOPY

FACE BRICK

K

5

D.8

F1

D.9

E

KK

6

7

8

E.2

A301

Atrium Parapet Atrium Top32' of-T.O.S. Atruim 0 1/4" 31'Wall - 1" Curtain 29' - 1"

KK EXISTING BUILDING BEYOND

A

Atrium Ceiling 25' - 0" Lantern T.O.C. 22' - 0"

F6 A305

Masonry Parapet 18' - 0" T.O.S. 13' - 6 3/4"

LL

10' - 0"

Canopy Height 13' - 6"

First Floor 0' - 0" STOREFRONT WINDOW

B Exterior Study // Lantern Perspective 0'

6.8

8'

16'

7

8

COMPOSITE METAL PANEL (INSULATED)

F4 A304

CURTAIN WALL

9

10

20

C

F3 A305

Atrium Parapet Atrium Top32' of-T.O.S. Atruim 0 1/4" 31'Wall - 1" Curtain 29' - 1"

FF

Lantern T.O.C. 22' - 0"

COMPOSITE METAL PANEL (INSULATED)

Masonry Parapet 18' - 0" T.O.S. 13' - 6 3/4" Canopy Height 13' - 6"

7' - 6"

6

4'

15

First Floor 0' - 0"

D

COMPOSITE METAL PANEL (INSULATED) FULL BED (4"x12"x24") MASONRY VENEER

FULL BED (4"x12"x24") MASONRY VENEER

0'

4'

8'

16'

D1 1

D2

1/4" = 1'-0"

2

3

D3

1/4" = 1'-0"

4

24" DIAMETER ALUMINUM COLUMN COVERS.

EXISTING STRUCTURE.

24" DIAMETER ALUMINUM COLUMN COVERS.

LINE OF OVERHEAD SOFFIT.

2'

GWB SOFFIT WALL. SEE B1 A405.

+ 4"

A

1/4" = 1'

3 5/8" STEEL STUDS.

CENTRIA ALUMINUM COLUMN COVER.

24" DIAMETER ALUMINUM COLUMN COVERS.

5

/CURTAIN WALL BEYOND.

ALIGN REVEALS IN KIOSK WITH REVEALS HOSPITAL SIGNAGE AND LOGO IN COLUMN COVER.

E

(BY OWNER)

LIGHT FIXTURE. SEE SHEET E201.

MONITOR

STAINLESS STEEL REVEALS. GWB UPPER WALL AND BULKHEAD

GWB UPPER WALL AND BULKHEAD

PLASTIC LAMINATE ALL EXPOSED SURFACES.

PLASTIC LAMINATE ALL EXPOSED SURFACES. LED VIDEO BOARD INSET IN KIOSK.

FULL BED (4"x12"x24") MASONRY VENEER

CENTRIA ALUMINUM COLUMN COVER.

COFFEE BAR CASEWORK. SEE FLOOR PLAN ON SHEET A101.

B

OPEN TO OUTPATIENT WAITING AREA

OPEN TO OUTPATIENT WAITING AREA

E1 B1

KIOSK IN ATRIUM 1002

E2

1/4" = 1'-0"

1001 ATRIUM NORTH

ATRIUM KIOSK 1/2" = 1'-0"

KIOSK. SEE FLOOR PLAN ON SHEET A101.

1/4" = 1'-0"

24" DIAMETER ALUMINUM COLUMN COVERS.

24" DIAMETER ALUMINUM COLUMN COVERS.

24" DIAMETER ALUMINUM COLUMN COVERS.

24" DIAMETER ALUMINUM COLUMN COVERS.

C

16

F

FULL HEIGHT CURTAIN WALL.

LIGHT FIXTURE. SEE SHEET E201.

CURTAIN WALL BEYOND.

VESTIBULE 1001

1

D

D1

1

COLUMN COVERS.

1/4" = 1'-0"

CURTAIN WALL BEYOND.

2

1001 ATRIUM SOUTH 24" DIAMETER ALUMINUM

3

4

2

24" DIAMETER ALUMINUM COLUMN COVERS.

24" DIAMETER ALUMINUM COLUMN COVERS.

A CURTAIN WALL BEYOND. D1 A301

TUBE STEEL. LIGHT FIXTURE. SEE SHEET E201.

TUBE STEEL. HOSPITAL SIGNAGE AND LOGO (BY OWNER)

E

F

8'-0" DIAMETER "ROSE WINDOW" STAINED GLASS ARTWORK PIECE SUSPENDED FROM CEILING ABOVE.

CURTAIN WALL SYSTEM BEYOND

CURTAIN WALL SYSTEM BEYOND GWB UPPER WALL AND BULKHEAD

GWB UPPER WALL AND BULKHEAD

GWB WALL ABOVE OPENING COFFEE BAR CASEWORK. SEE FLOOR PLAN ON SHEET A101.

B

OPEN TO OUTPATIENT WAITING AREA

OPEN TO

B1

1123 1001 ATRIUMCORRIDOR NORTH

1/4" = 1'-0"

FULL BED (4"x12"x24") MASONRY VENEER

FULL BED (4"x12"x24") MASONRY VENEER OPEN TO OUTPATIENT WAITING AREA

KIOSK. SEE FLOOR PLAN ON SHEET A101.

OPEN TO CORRIDOR 1123

5

3

Interior Study // “Apse” Perspective

17

Interior Study // “Narthex” Perspective

18

19

03

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TREETOP CLINIC Greenville, South Carolina Design-build competition entry for the Roper Mountain Science Center The Treetop Clinic was honored with the President’s Choice Award at the Roper Mountain Science Center’s “Out On a Limb” tree-house competition. Entries were required to declare a construction site, maintain ease of accessibility, and provide educational + teaching opportunities for the staff and students at the center.

Designed as the entry for Batson Associates, Incorporated, a healthcare firm in Greenville SC, the structure is intended to elevate students’ understanding of stewardship and the components of maintaining a healthy environment. Sited overlooking a butterfly garden and lilly pond, the tree-house is delineated into three zones that provide the framework for conversations regarding three components of a healthy planet. These have been defined as water, sun, and plant-life. Each of these will be housed in one of three distinct spaces that drive the overall form of the tree-house: the Rainwater Platform, Solar Deck, and Meadow Overlook.

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1.

At the top of the access ramp, the RAINWATER platform will sit on the back of the structure. This area will house the rain collection barrels and a display that teaches about the hydrologic cycle.

2.

22

The SOLAR DECK will be located on the Southern half of the structure. This area, open to the sky above, will form the backdrop for the lesson about the solar cycle and the importance of the sun to life on earth.

3.

The MEADOW OVERLOOK is at the end of the access ramp and provides a view to the surrounding landscape. This area will teach about local plant-life and the life-cycle of plants.

Treehouse Rendering // From Meadow

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Platform Rendering // View to Lily Pond

SUPPLEMENTAL GRAPHICS designed for the tree-house include the lesson boards mounted to the structure, the project logo, and the graphic for the t-shirts worn at the opening of the treehouse at the center. From left to right, the lesson boards address the four stages of the hydrologic cycle, a diagram of the solar system overlaid with trivia, and a matching exercise in which students must identify the three most prominent tree species at the center then coordinate the tree (based on foliage) with its corresponding seed.

T-SHIRT 1

WATER: The Hydrologic Cycle

SUN: Center of our Solar System 1

PRECIPITATION When clouds of vapor become too large, the moisture falls from the sky as rain.

2

PLANTS: Native Trees of South Carolina The SUN is Earth’s main source of heat and light. Heat and light from the Sun’s rays (called solar energy) are essential for life on Earth.

The distance from the Sun’s center to its surface is about 432,000 miles.

This is about 109 times larger than the radius of the Earth!

ECTION COLL

ENSATION COND

White Oak

3

Water then flows downward to low points and is collected in rivers, lakes, and seas.

Once the vapor is high into the atmosphere, it condenses into clouds.

As rain falls on the earth it runs to low places and collects in lakes and oceans.

DID YOU KNOW...

that collecting rainwater is a good way to use our natural resources?

The The inte inte rior rior of t of th eS hot hehoSu ter t ttnerctan ur n can r han haneach teeach te 27,00 27,00 mperatm 0,000 0,000 urpeesratures F F

The Sun is the center of our solar system. Earth, and all the other planets, revolve around the Sun.

Can you match the tree with its seed?

Mercury Venus Earth Mars

Jupiter

Short-leaf Pine

When you use rainwater, you can save our fresh water supply and help naturally reinforce the hydrologic cycle.

Can you name each tree?

Saturn

The Sun’s rays heat the earth pulling moisture out of land and water in the form of vapor.

E VAPO

24

RATIO N

Here in the Treetop Clinic, we are collecting rainwater to use in our garden.

Uranus

Do you see our rain barrels?

They can hold 55 gallons of water!

Can YOU find the water lines that let the water out of the barrels?

It is a dripline that slowly releases water back into the soil.

Neptune

Red Maple

Can YOU travel to the Sun? If you were in a sun-proof space craft traveling 25,000mph, you’d arrive at the Sun in about 5 months.

Can YOU identify these trees at the Roper Mountain Science Center?

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26

27

04

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PICKENS COUNTY MEALS ON WHEELS Liberty, South Carolina Rehabilitation of an Elementary School for an Upstate Meals on Wheels and senior activity center The completion of the McKissick Center for Senior Wellness realized the reincarnation of the former Liberty Elementary school into the headquarters for Pickens Couunty Meals on Wheels as well as community center for the senior population of the area.

The two-story structure (deeded to the organization) contains a kitchen and cafeteria on the upper floor as well as four classrooms below. A large portion of the construction energy was expended to enclose the existing vertical circulation area and create the signature entry tower and stairwell the client desired. The space now serves to welcome guest and patrons and protect the aging population from the elements.

The finished facility boasts a revamped kitchen and dining space, flexible activity bays, a coffee lounge, media space, terrace and administrative suite complete with administrative offices, director’s office and board room. With the $890,000 renovation complete the center has seen active membership double and has tripled meal production.

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30

July 2014 // Existing Facility

July 2015 // Ribbon-Cutting 1

2

1

3

2 6

5

4

3 B1

A301

4

4 D1

3

A

2

A301

1

NEW METAL WALL CLADDING.

5

6

5

6

LOCATION OF EXISTING WINDOW AND DOOR OPENINGS. DEMOLISH PORTIONS OF EXISTING WALL TO ACCOMODATE OPENINGS. SEE SHEET S202 FOR SUPPORT DETAILS.

NEW ROOFTOP UNITS BEYOND.

NEW EIFS. B5

6

A304

5

B1 H A301

4

D1

3

A

2

A301

NEW EIFS. F

LOCATION OF EXISTING WINDOW AND EXISTING BRICK WALL, DOOR OPENINGS. DEMOLISH PATCHED AND PAINTED. PORTIONS OF EXISTING WALL TO JOINT ACCOMODATE OPENINGS. SEEBETWEEN EXISTING ANDDETAILS. NEW BRICK. SHEET S202 FOR SUPPORT

G

NEW METAL WALL CLADDING. E

ROOF 24' - 0"

1 NEW ROOFTOP UNITS BEYOND.

F

F

F

B5

ROOF 24' - 0" T.O.S. 10' - 6 1/4"

A304 H

EXISTING BRICK WALL, SOUTH GRADE PATCHED AND PAINTED.

G A E

B F

NEW BRICK WALL, PAINTED.

B

A

B

NEW METAL CANOPY (TYPICAL).

B

C

7' - 0"

JOINT BETWEEN EXISTING AND NEW BRICK.

D

B F

NEW METAL CANOPY (TYPICAL).

NEW OUTSIDE AIR LOUVER. SEE M100.

NEW BRICK WALL, PAINTED.

7' - 0"

D

B

NEW METAL CANOPY (TYPICAL).

NEW METAL CANOPY (TYPICAL).

NEW OUTSIDE AIR LOUVER. SEE M100.

NEW BRICK WALL, PAINTED.

NEW BRICK RETAINING WALL.

Elevation B1 North 1/8" = 1'-0" Elevation B1 North 1/8" = 1'-0"

1

2

D1

3

A301

C

1

B1

4

A301

5

6

4

B1 L A301

5

6

LOCATION OF EXISTING WINDOW AND DOOR OPENINGS. DEMOLISH PORTIONS OF EXISTING WALL TO ACCOMODATE OPENINGS. SEE SHEET S202 FOR SUPPORT DETAILS.

NEW ROOFTOP UNITS BEYOND.

2

D1

3

A301

NEW METAL CANOPY NEW ROOFTOP(TYPICAL).

UNITS BEYOND. J

F

LOCATION OF EXISTING WINDOW AND DOOR OPENINGS. DEMOLISH PORTIONS OF EXISTING WALL TO ACCOMODATE OPENINGS. SEE F DETAILS. SHEET S202 FOR SUPPORT

C

K

NEW METAL CANOPY (TYPICAL).

B.O.S. 21' - 11" COLLECTOR BOX AND DOWNSPOUT. OVERFLOW SCUPPER.

L

NEW METAL CANOPY (TYPICAL).

EXISTING BRICK WALL, PATCHED AND PAINTED.

NEW BRICK LANDING AND STAIR, PAINTED.

J

B3 A304

NEW 16"x12" OUTSIDE AIRFLOUVER. SEE M100.

F

NEWKBRICK, PAINTED. NEW METAL CANOPY (TYPICAL).

EXISTING BRICK WALL, PATCHED AND PAINTED.

NEW BRICK LANDING AND STAIR, PAINTED.

B3 A304

NEW 16"x12" OUTSIDE AIR LOUVER. SEE M100.

CONDENSATE LINE. SEE M100.

COLLECTOR BOX AND DOWNSPOUT. OVERFLOW SCUPPER.

T.O.S. B.O.S. 10'21' - 6-1/4" 11" SOUTH GRADE 7' - 0"

T.O.S. 10' - 6 1/4" SOUTH GRADE 7' - 0"

CONDENSATE LINE. SEE M100.

D

Level 1 T.O.S. 0' - 0" 10' - 6 1/4"

NEW BRICK RETAINING WALL. SOUTH GRADE

Level 1 0' - 0" NEW BRICK WALL, PAINTED.

B

B F

C F

NEW BRICK, PAINTED.

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32

1

2

3

1

1

2

2

4

3

5

3

A.1

A

EXISTING CANOPY TO BE REMOVED EXISTING CANOPY TO BE REMOVED CONTINUOUS PRE-FINISHED METAL CAP CONTINUOUS PRE-FINISHED METAL CAP FLASHING ON CONTINUOUS PRESSURE FLASHING TREATED ON CONTINUOUS PRESSURE WOOD BLOCKING. TREATED WOOD BLOCKING. 5/8" EXTERIOR PLYWOOD, P.T. 5/8" EXTERIOR PLYWOOD, P.T.

SIM. F3 A303 ---

EXTEND NEW ROOF UP FACE OF PARAPET. EXTEND NEW ROOF UP FACE OF PARAPET. JOINT BETWEEN NEW JOINT BETWEEN NEW AND EXISTING ROOF. AND EXISTING ROOF.

CONTINUOUS NEW CONTINUOUS NEW BENT PLATE. BENT PLATE.

SEAL GWB TO UNDERSIDE SEAL GWB TO UNDERSIDE OF DECK. OF DECK.

EXISTING BEAM. EXISTING BEAM.

5'-0" +/-

5'-0" +/-

INSTALL FLUID-APPLIED AIR INSTALL FLUID-APPLIED AIREXTERIOR BARRIER ON BARRIER ONGYPSUM EXTERIOR SHEATHING. GYPSUM SHEATHING.

CONTINUOUS PRE-FINISHED METAL CLADDING ON 5/8"

EIFS ON 1 1/2" RIGID EIFS ON 1 1/2" RIGID INSULATION ON 5/8" INSULATION ON 5/8" EXTERIOR GWP. SHEATHING. EXTERIOR GWP. SHEATHING.

C1 A303

EXISTING BAR JOISTS. EXTERIOR GYPSUM SHEATHING. EXISTING BAR JOISTS.

B.O.S. B.O.S. 21' - 11" 21' - 11" 5/8" GWB.

3 5/8" STEEL STUDS 3 5/8" STEEL STUDS@ 16" O.C. @ 16" O.C.

5/8" GWB.

CONTINUOUS R-13 BATT CONTINUOUS R-13 BATT INSULATION FULL HEIGHT INSULATION HEIGHT OFFULL WALL. OF WALL.

B

CONTINUOUS METAL CONTINUOUS METAL FLASHING. PROVIDE END FLASHING. PROVIDE DAMSEND AT EACH END. DAMS AT EACH END.

B.O.S. 21' - 11"

C

C

CONTINUOUS PRESSURE TREATED WOOD 11 3/4" 6 1/4" BLOCKING.

11 3/4"

CONTINUOUS METAL FLASHING.

6 1/4"

9'-0" +/TO 2ND FLOOR F.F.E.

1' - 10"

9'-0" +/TO 2ND FLOOR F.F.E.

ALUMINUM WINDOW ALUMINUM WINDOW SYSTEM. STOREFRONT STOREFRONT SYSTEM.

CONTINUOUS PRESSURE CONTINUOUS PRESSURE TREATED 2X BLOCKING. TREATED 2X BLOCKING.

CONTINUOUS R-13 BATT INSULATION. EIFS JAMB BEYOND. EIFS JAMB BEYOND.

CONTINUOUS PRE-FINISHED METAL CLADDING ON 5/8" EXTERIOR GYPSUM SHEATHING.

3 5/8" STEELS STUDS (16 GA.) @ 16" O.C.

3/4" x 3/4" 3/4" x 3/4" REVEAL. CONTINUOUS CONTINUOUS REVEAL.

2' - 0"

5'-0" +/-

5' - 6"

B

VARIES

A

A

CONTINUOUS GLASS OR METAL PANELMETAL INSERT. GLASS ORSEE METAL PANEL INSERT. FLASHING. WINDOW TYPES. SEE WINDOW TYPES.

5/8" GWB.

INSTALL FLUID-APPLIED AIR BARRIER ON EXTERIOR

GWB JAMB BEYOND. GWB JAMB BEYOND.GYPSUM SHEATHING.

4' - 10"

4' - 8"

33

AT PARAPET AT PARAPET C1 DETAIL 1 1/2" = 1'-0" C1 DETAIL 1 1/2" = 1'-0"

A

A

GWB JAMB BEYOND FLUID-APPLIED AIR GWB INSTALL JAMB BEYOND

D

BARRIER ON EXTERIOR GYPSUM SHEATHING.

EIFS JAMB BEYOND EIFS JAMB BEYOND

NEW TUBE STEEL BEAM/COLUMN BEYOND.

CONTINUOUS METAL FLASHING.

T.O.S. 10' - 6 1/4" 2' - 0"

CONTINUOUS PRE-FINISHED METAL CLADDING ON 5/8" EXTERIOR GYPSUM SHEATHING. CONTINUOUS PRECONTINUOUS PRE- METAL FLASHING. FINISHED FINISHED METAL FLASHING. EXTEND UNDER WINDOW EXTEND UNDER WINDOW FRAME, CONFIGURATION AS FRAME, CONFIGURATION AS EDGE. SHOWN WITH DRIP NEW TUBE STEEL BEAM. SHOWN WITH DRIP EDGE.

CONTINUOUS METAL

Level 2 2' - 0"

2' - 0"

8" HIGH 36" DEEP PRE11' - 0" FINISHED MASA ARCHITECTURAL CANOPY. CANOPY AND FASTENERS BY T.O.S. MANUFACTURER. SEE 10' 10' - 6 1/4" STRUCTURAL FOR STIFFENERS.

9 1/2"

2' - 0"

2' - 0"

CONTINUOUS PRE-FINISHED CONTINUOUS PRE-FINISHED METAL WALL CLADDING ON METAL WALL 5/8"CLADDING EXTERIORON GYPSUM 5/8" EXTERIOR GYPSUM SHEATHING. SHEATHING.

E

T.O. 10' - 6 1

EXISTING TERRAZZO AND FLASHING. EXISTING TERRAZZO AND CONCRETE SLAB. CONCRETE SLAB.

INSTALL FLUID-APPLIED AIR INSTALL FLUID-APPLIED AIR BARRIER ON EXTERIOR BARRIER ON EXTERIOR GYPSUM SHEATHING. GYPSUM SHEATHING.

E

2' - 4"

D

2' - 0"

2' - 4"

F1 A303

3 5/8" STEEL STUDS @ 3 5/8" STEEL 16"STUDS O.C. @ 16" O.C.

Level 2 11' - 0" T.O.S. - 6 1/4"

CONTINUOUS R-13 CONTINUOUS R-13 BATT INSULATION. BATT INSULATION. EXISTING BEAM. EXISTING BEAM. EXISTING BAR JOIST. EXISTING BAR JOIST. NEW ALUMINUM

STOREFRONT DOOR.

F

F

CONTINUOUS PRESSURE CONTINUOUS PRESSURE TREATED WOOD BLOCKING. TREATED WOOD BLOCKING.

7' - 0"

5/8" GYP. BOARD ON 1 5/8" 5/8" GYP. BOARD 1 5/8" @ 16" O.C. STEELON STUDS STEEL STUDS @ 16" O.C.

9'-0" TO 1ST FLOOR F.F.E.

9'-0" TO 1ST FLOOR F.F.E.

7' - 0"

8" HIGH 36" DEEP PRE8" HIGH 36"FINISHED DEEP PREMASA FINISHED MASA ARCHITECTURAL CANOPY. ARCHITECTURAL CANOPY. CANOPY AND FASTENERS CANOPY AND FASTENERS

BY MANUFACTURER. SEE

BY MANUFACTURER. SEEFOR STRUCTURAL STRUCTURAL FOR NECESSARY STIFFENERS. NECESSARY STIFFENERS. CONTINUOUS METAL CONTINUOUS METAL PROVIDE FLASHING. FLASHING.END PROVIDE DAM AT EACH END. END DAM AT EACH END. ALUMINUM STOREFRONT ALUMINUMSYSTEM. STOREFRONT SYSTEM.

NEW SLAB ON POLY VAPOR BARRIER 2 1/2" ON 4" GRAVEL ON COMPACTED EARTH.

2 1/2" 10"

10"

5 5/8"

5 5/8"

Leve 0' -

SLOPE 1/4" / FT.

Level 1 0' - 0"

AT SECOND FLOOR DETAIL AT SECOND FLOOR F1 DETAIL

NEW 4" CONCRETE WALKWAY ON 4" GRAVEL ON COMPACTED EARTH.

4

5

6

7

8

A.1 SIM.

5' - 6"

CONTINUOUS PRE-FINISHED METAL CLADDING ON 5/8" EXTERIOR GYPSUM SHEATHING.

VARIES

F3 A303 ---

CONTINUOUS PRESSURE TREATED WOOD BLOCKING.

CONTINUOUS METAL FLASHING.

3 5/8" STEELS STUDS (16 GA.) @ 16" O.C.

CONTINUOUS PRE-FINISHED METAL CLADDING ON 5/8" EXTERIOR GYPSUM SHEATHING.

2' - 0"

CONTINUOUS R-13 BATT INSULATION.

CONTINUOUS METAL FLASHING. 5/8" GWB. INSTALL FLUID-APPLIED AIR BARRIER ON EXTERIOR GYPSUM SHEATHING.

4' - 8"

EXISTING BRICK AND CMU WALL.

34

B.O 21' -

EXISTING WALL TO REMAIN.

NEW OPENING IN EX. WALL. SEE 1/S202 FOR LINTEL SUPPORT.

NEW TUBE STEEL BEAM/COLUMN BEYOND.

8" HIGH 36" DEEP PRE-FINISHED ARCHITECTURAL CANOPY. CANOPY AND FASTENERS BY MANUFACTURER. SEE STRUCTURAL FOR NECESSARY STIFFENERS.

2' - 4"

INSTALL FLUID-APPLIED AIR BARRIER ON EXTERIOR GYPSUM SHEATHING. CONTINUOUS METAL FLASHING.

T.O.S. 10' - 6 1/4" 2' - 0"

CONTINUOUS PRE-FINISHED METAL CLADDING ON 5/8" EXTERIOR GYPSUM SHEATHING. CONTINUOUS METAL FLASHING.

ALUMINUM STOREFRONT BEYOND.

2' - 0"

9 1/2"

8" HIGH 36" DEEP PREFINISHED MASA ARCHITECTURAL CANOPY. CANOPY AND FASTENERS BY MANUFACTURER. SEE STRUCTURAL FOR STIFFENERS.

9' - 0"

NEW TUBE STEEL BEAM.

NEW ALUMINUM STOREFRONT SYSTEM.

1 1/2" DIAMETER STEEL RAILS, PAINTED.

SET NEW LANDING 1/2" BELOW ADJACENT SLAB. 6' - 0" SLOPE CONCRETE. NEW ALUMINUM STOREFRONT DOOR.

POUR NEW CONCRETE SLAB TO INFILL WALL DEMO.

4" THICK CONCRETE SLAB. SEE 3/S200.

Lev 11'

7' - 0"

SLOPE 1/8"/FT.

EXISTING FLOOR SLAB.

4" GRAVEL AGAINST CONCRETE.

FACE BRICK.

COMPACTED EARTH.

FILL CAVITY SOLID WITH GROUT.

EXISTING BAR JOIST.

2" THROUGH WALL PVC FOR DRAINAGE.

NEW POURED CONCRETE WALL. SEE 3/S200.

NEW SLAB ON POLY VAPOR BARRIER ON 4" GRAVEL ON COMPACTED EARTH.

SOUTH GRA 7'

Level 1 0' - 0"

SLOPE 1/4" / FT.

CONCRETE FOOTING. SEE 3/S200.

NEW 4" CONCRETE WALKWAY ON 4" GRAVEL ON COMPACTED EARTH. B4 A303

35