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DESIGN PORTFOLIO JOSH PENTLAND VS. 1

CURRICULUM VITAE

TABLE OF CONTENTS

JOSH PENTLAND | 602.875.1052| ARCHIDEZIGN545@GMAIL.COM

EDUCATION University of Arizona: Master of Architecture College of Architecture, Planning and Lanscape Architecture

Museum of Glass, AZ

[6-19]

The Palmeraie

[46-49]

Live Work, CA

[20-27]

Transit Stop, AZ

[28-33]

Museum of Craft

[34-45]

Arizona State University: Bachelor of Communication Hugh Downs Scthool of Human Communication

DESIGN PHILOSOPHY

TECHNICAL SKILLS

Central to my architectural philosophy is the belief that design should not only be visually striking but also deeply responsive to the needs and aspirations of its users. Whether conceptualizing residential spaces, commercial complexes, or public infrastructure, I prioritize user experience, functionality, and contextual appropriateness. Through a collaborative approach that integrates client input, stakeholder engagement, and thorough site analysis, I strive to create environments that inspire, empower, and enrich the human experience.

Adobe InDesign, Adobe Illustrator, Adobe Photoshop, Autodesk Revit, Autodesk Autocad, Rhinocerous 3D, Google Sketchup, Grasshopper 3D

PROFESSIONAL DEVELOPMENT I am deeply committed to staying abreast of emerging trends, technologies, and best practices within the field of architecture. Whether through attending industry conferences, participating in continuing education programs, or engaging in peer networking, I continuously seek to expand my knowledge base and refine my skills. Moreover, I am a proactive advocate for diversity, equity, and inclusion within the architectural profession, striving to create more inclusive and equitable opportunities for underrepresented communities.

Nelsen Partners

MUSEUM OF GLASS UNIVERSITY OF ARIZONA | TUCSON ARIZONA | 50,000 SF COMPREHENSIVE DESIGN STUDIO SPRING. 2016

The University of Arizona is an active and dynamic place where movement is taking place all around us. The contrast of this would be the downtime the leisure time spent reflecting on the campus lawn. The Museum of Glass is a reflection of campus life. It will provide a place of calm reflection, as well as a stimulating atmosphere for students via the many glass exhibits. It will be a beacon of lightt for students looking to orient their way to an event or a place to rest in between classes. At night the glowing transparent volumes draw visitors to events and activities. Glass apertures in the gallery spaces provide varying qualities of light.

CAMPUS GEOMETRY

REORGANIZE GEOMETRY 4

In the gallery spaces opaque surfaces will separate two sides completely and fully. The result is physical and visual separation. Transparent surfaces in the lobby level allow full visual connection while creating physical separation. Translucent surfaces create partial visual separation and a calming effect. By stacking and offsetting the form opportunity’s for diffused and direct lighting are realized. The form integrates additions that create depth of field and reach out to the Main Library, University Mall, Meinel Optical Science building and Mckale Center. The subtractions look inward to create shelter, areas of contemplation and refuge that offer a place of meditation.

COURTYARD ACTIVATES CAMPUS

RADIAL CONFIGURATION

SEE AND BE

CREATE THROUGH-WAYS 5

¶ ´

DAYLIGHTING central courtyard receives direct sunlight, creates a channel filtering sunlight to axillary program

MAIN LIBRARY

CHERRY STREET

MEINEL OPTICAL

MEINEL

ENVIRONMENTAL RESPONSE

elec

gas

sew

Central courtyard is open to the sky, stack effect expels heat from build-

MECHANICAL SYSTEM

SENS SEN SE NSEE O N OF P PLA LA ACEE

PARKING GARAGE 6

TThe he “T “Tow own n ha hall hall” lll” co cour cou urty urtyar u ard d co conc c ncep ce eptt co cour urty tyar ard d acts ac ts aass a jo join joi iintt ac acti tiva vati ting ng e eve vent entss on ccam ampu pus. s. The bu The builildi ding ng iiss sp splilitt on tthe he eg gro roun und d flo floor or tto o conn co onn nnec nne ectt ci e circ rcul ulat atio ion n be betw twee e een n Ch Cher erry ry aand nd the th e Mc Mcka kale le ccen ente ter.r. TTh Thi hiss sp h splilitt cr crea reate tess a pu publ blic ic inte in teri te rior or p pas assa sage ge ffor or sstu tude dent nts ts ru rush ush shin ing in g to ccla lass ass ss or ffor o e or eve vent vent ntss. nts. s B Byy off offse sett ttin ing, g, aand nd ccan anti ttile ille lev evve veri ring ng g prog pr og ogra o gra ram, ram m, o m out utdo td door do or sspa pace pa cess an and d po poin iints tts of iint nter eres estt ar are e cr crea eate ted d an and d st stra rate tegi gica callllyy conn co nnec ecte ted d ba back ck tto o th the e mo mog. og. g.

single duct above floor system delivers supply via vav boxes to individual zones

STRUCTURE 12” concrete, post tensioned slabs with 2’ x 6’ steel reinforced concrete piers spaced 30’ o.c. 7

Transparent surfaces in the lobby level allow full visual connection while creating physical separation. Glass apertures in the gallery spaces provide varying qualities of light into the galleries.

single ply fully adhered roof membran over tapered rigid roof insulation over 4” roof insulation over concrete roof slab

roof drain and overflow drain cmu wall parapet alum wall coping mtl wall panel fascia of vert wall furring stips w / 1” cavity over waterproof membrane over 5/8”gypsum fiber wall sheathing over light ga.

mtl wall and soffit panel research

suspended ceiling system w decorative acrylic ceiling panels wood slat ceiling panels w suspension grid system - align panels w proflle of col. 1” clear tempred insulated window system w recessed alum frame at head and sill

NORTH ELEVATION 1 1/2” thck black slate clng panels w honed finish fasten to stl. angle grid systm w concealed stoned clips gallery

1 1/2” thck black slate rainscreen wall panels w concealed s.s. clips and wall furring w 1” cavity over wterproof membrane over 5/8” gypsum fiber wall sheathing over 18 ga mtl wall stud framing 6” o.c. w / 3” rigid wall insulation

1” clear tempered insulated window system w recessed alum frame at head and sill offices

EAST ELEVATION

c. i . p. conc slab w thickened slab bands see structural dwgs

1 1/2” thck black slate rainscreen wall panels w concealed s.s. clips and wall furring w 1” cavity over waterproof membrane over 5/8” gypsum fiber fire sprinkler lines and heads see fire protection drawings vav air system w insulated supply

gallery

1 1/2” thck black slate wall panels w honed finish thin set over 1/2” cementitious backer board over light ga mtl wall framing @ 16” o.c. fasten each mtl wall stud w light ga mtl clip angles and anchor bolts into con slab edge

1 1/2” thck black slate clng panels w honed finish fasten to stl. angle grid systm w concealed stoned clips

SOUTH ELEVATION

black slate pavers w honed finsih on mortar bed over sloped conc topping over water proof membrane over struct con slab

c. i . p. conc slab w thickened slab bands

black slate floor pavers w honed finish on mortar bed over 4” conc topping over 2 1/2” rigid insulation over structuconc slab

surface mounted linear strip lighting

thickened conc slab cont in plane w columns - see structural drawings

fire sprinkler lines and heads see fire protection drawings

rain water leader from roof drain within double wall cavity

black slate pavers w honed finsih on mortar bed over 4” conc slab slope slab and pavers min 2 1/6” dn away

garage

6” reinf conc slab over 20 ml vapor barrier over crushed stone base over compacted earch

dashed lines indicate 3’-0” deep conc pier cap for col beyond cont conc garage beam between pier caps

WEST ELEVATION 8

reinf conc drilled pier see struct dwgs

reinf conc grade beamsee strctural dwgs

reinf conc drilled pier see struct dwgs

¶ ´

3 4

PROGRAM

The program mandated a sub-level parking garage to include no less then 48 regular parking spaces and 2 handicap spaces. The building required a structural system that would facilitate both parking, and program.

The ground floor of the museum is Primarily an outdoor gathering space open to the public. The courtyard acts as a joint connecting points on campus: library, mall meinel, auditorium.

SUB-LEVEL PARKING 0’

10’

20’

40’

PROGRAM

1. lounge| bar 2. gift shop 3. mechanical 4. storage 5. Temporary gallery 6. classroom 7. loading 8. electrical 9. Restaurant GROUND LEVEL 0’

10’

20’

40’

D OHYHO

2 3

OHYHO

PROGRAM Second level includes most of the gallery and outdoor terraces. Misaligning program “blocks” create a cool shading environment for the program below and opportunities for outdoor gather spaces up above. Gallery spaces are mainly opaque to shield from the harsh desert sunlight that could otherwise damage the art pieces. 12

OHYHO

1. Small Gallery 2. Lounge 3. Mechanical 4. Outdoor Terrace 5. Small Gallery 6. Large Gallery

VXEJUDGH J

NORTH SOUTH SECTION

SECOND LEVEL 0’

10’

20’

40’

0’

10’

20’

40’

¶ ´

2 ¶ ´

OHYHO

G OHYHO

OHYHO

Level three integrates transparent office spaces on the north end of the building. This orientation is optimum for views and diffused sunlight that the office spaces will benefit from.

PROGRAM

1. Offices 2. Mechanical 3. Storage 4. Large Gallery 5. Small Gallery 6. Small Gallery 7. Outdoor Terrace

VXEJUDGH J

EAST WEST SECTION

THIRD LEVEL 0’

10’

20’

40’

0’

10’

20’

40’

¶ ´

5 1

1 7

PROGRAM

FOURTH LEVEL 0’

10’

20’

40’

Level 5 is open to the sky providing the user with a unique experience as they circulate up and through the building. It also allows hot air to escape through stack effect. The auditorium on the fifth level create a sense of curiosity that draws the user up to the last floor of the museum.

Level 4 contains another main gallery level. gallery and office sized volumes are stacked on one another to provide a very dense and culturally complex grouping of program. each programmed space is differentiated by color or various qualities of light, reflection.

PROGRAM

1. Large Gallery 2. Small Gallery 3. Mechanical 4. Storage 5. Small Gallery 6. Outdoor Terrace 7. Small Gallery 8. Electrical

1. Offices 2. Mechanical 3. Storage 4. Small Auditorium 5. Electrical 6. Small Gallery 7. Outdoor Terrace FIFTH LEVEL 0’

10’

20’

40’

LIVE WORK SAN DIEGO DOWNTOWN SAND DIEGO, CA 30,000 SF Extrude vertically. A ground level retail space is designed to activate the streets and slow the daily commuters.

COMPREHENSIVE DESIGN STUDIO SPRING. 2016 The heart of every city lives in its downtown, and San Diego is no exception. Located only minutes from the airport, San Diego’s thriving downtown districts offer many options for accommodations, and activities. Moving east from the coast is another story however. Located Just a few blocks east of city center, near the new school of architecture of design and the San Diego trolley station, exists an area of San Diego that can be described as chaotic, dangerous and dirty. Unlike many parts of San Diego, the site is also devoid of greenspace.

The main activity around this area is students transferring routes or rushing to class, but the area does not generate any relation to people or place, nor does it provide any housing for the young people working or attending the school nearby. The design challenge for this project is transform the site from a disconnected, dirty, dangerous part of San Diego into a vibrant community through the creation of a live work building and park, with the main goal of celebrating the rich culture, landscape and civic cohesiveness of San Diego, CA.

Extrude vertically and split creating two distinct “towers”. Verticality creates a safety buffer and optimizes views.

Extrude masses for vertical eggress. Concrete masses differentiate the public gallery from the private condos.

AUTOMOBILE TRAFFIC

PEDESTRIAN TRAFFIC

COMMERCIAL AND RETAIL

SCHOOLS AND CIVIC

Add outdoor balcony’s, for view shed and to connect back to the street. The balcony’s create a connection to the site and the pedestrians circulating through the area. 18

NORTH SOUTH SECTION gallery residence

The interior space in the retail is open horizontally and vertically with 15’ floor to floor height and an open plan. 20

gallery residence

All Studio lofts have a flexible open plan. All units integrate glazing, optimizing views.

Users ascend from the public street to the private studio lofts via a connecting stair housed in a concrete structural core.

Circulation weaves through and exterior, interior offering an uninterrupted path to the residences.

All Studio lofts have unobstructed views. Vantage points create promote city connections.

All balcony units lofts have unobstructed views and create a connection with the community below.

Cast in place concrete is used as the primary structure. The heavy mass is utilized as a heat

The interstitial space between the towers in used primarily as an outdoor gathering space. 21

GROUND FLOOR

SECOND FLOOR

TYPICAL THIRD , FOURTH , FIFTH FLOOR

0’

10’

20’

40’

NORTH EXTERIOR RENDERING WEST ELEVATION Live-work-play housing options typically include apartments, condominiums, town-homes and single family homes. The goal of this community will be share community amenities such as parks, restaurants, cultural and civic centers such as museums and community gardens. This makes it easy to connect with your neighborhood and to provide a sense of place through an established community. How you live, work, and play has a big impact on your health, stress levels and quality of life. What do you most enjoy from this type of lifestyle? Do you think there should be more of these types of communities in your city? RENDERING OF GROUND LEVEL RETAIL 24

NORTH ELEVATION 25

TRANSIT STOP TUCSON ARIZONA,3,000 SF VERTICAL DESIGN STUDIO SPRING. 2016 INQUIRY AND PROCESS

JOINT AND MATERIAL DETAIL

One of the proposed extensions to the Tucson Modern Streetcar route is north on Campbell Avenue to the University of Arizona Cancer Center, and the Banner Outpatient Clinic currently under construction immediately to the east. Assuming the rail extension were to be approved, I was tasked to design a new station at the end of the line. The selected site will serve the Cancer Center and the new outpatient clinic. The stop will also serve existing medium density housing to the north and south. The site is bounded by Allen Road on the south, and a new three story parking garage to the north. The stop is to have a larger capacity than the current standard shelters along the existing route, due to anticipated increases in user volume. My stop must have a minimum of 3000 square feet of covered waiting area, protected from sun.

Using a unique joint as a starting point, I was to consider how this material union might inform this larger structure. Is my joint scalable? Is it repeatable? Can it be expanded to become a system? What patterns or order might be derived from it? I chose japanese joinery for my joint detail and “shou-sugi-ban” as my material strategy. For this project it should be made clear how the lessons learned in the making of my detail are applied in this design proposal. My design proposal shall include the shade structure(s), seating, platform and surrounding ground treatment.

Dove tail joint commonly used in carpentry. Once glued, a wooden dovetail joint requires no mechanical fasteners.

WELLNESS – This area is focused on optimized healthfulness of all people through the design and maintenance of a built environment providing universal modes of mobility, and equal access to natural light, fresh air, and natural settings.

Noted for its resistance to being pulled apart (tensile strength), the dovetail joint is commonly used to join the sides of perpendicular members. 27

SITE PLAN

ROOF PLAN 0’

10’

20’

40’

RENDERING UNDERNEATH STRUCTURE

LONG SECTION

SHOU SUGI BAN In traditional Japanese the roof plays the most important role in construction. This structure is first and foremost a roof, which is constructed immediately after the erection of the of the supporting structure. Overreaching eaves and canopies protect against extreme desert weather, flash flooding and extreme heat. Wood is good insulation, fine porous structure. Thermal conductivity of wood is .13 for w/mk for softwood and .20 for hardwood. Design takes advantage of a traditional courtyard configuration that houses native Tucson mesquite paloverde and ocotillo trees . The design incorporated a regular grid with four columns per grid line which enable intersecting corner joints that allow a section of beam to pass through to create overlapping beams. Structural members are orientated with forces parallel to the grain which allow the structure to carry tensile and compressive stresses with ease.

BASS WOOD MODEL

2 x 12 lightweight charred wood timber panels protect from overhead direct sunlight and rain

2 x 12 lightweight charred d wood w timber mbe panel

4” x 24” charred wood structural timber

4” x 4” doug fir timber columns provide strength in compression

4 x 24 charred wood timber beams are orientated to carry compression and tensile forces to the columns

2 x 12 charred wood timber panels protect from low eastern sunlight between 9am and 12pm

Traditional Japanese architecture is world famous for its elegant and timeless beauty. Lesser known is what makes up the most important ingredient to Japanese architecture. That is the use of highly refined, specialized woodworking methods in the post and beam style. This way of building is very different from modern western construction and is what defines a structure as “Japanese”. 31

MUSEUM OF CRAFT PORTLAND OREGON, 40,000 SF CAPSTONE STUDIO SPRING 2017 The Southeast Quadrant of Portland, which includes the Central Eastside, Clinton Triangle and South Baneld Portal, is currently undergoing an economic and urban revitalization. Since the 1980’s the CES has become a hub of economic development. Job growth and urban development have been on the rise and the CES has evolved from an industrial district with abandoned warehouses, to an urban renewal success story. The success of the CES can be traced back to its unique character and foreword thinking city policies. Walk along any street in the CES and its easy to see new businesses transforming old abandoned warehouses into coffee shops, craft workshops, recording studios, art gallery’s.

This project proposes to examine the urban restoration of an underutilized area of east Portland through the creation of a cultural hub and the development of a waterfront property. The specific target area being the lot found at the intersections of Clay and Water ave, adjacent to the train yard and directly north of the Oregon Museum of Science and Industry. This urban restoration will take place in the design of a new museum and auditorium dedicated to the history and rich craft culture of East Portland. In addition to providing a cultural resource for the city, this concept will provide sheltered outdoor space for use by the public by lifting the building and will restore a piece of the urban fabric.

The main entrance is visible from the street and is on axis with an urban park. The urban park creates a gathering procession for the pedestrians walking towards the cultural center, and sets up a sequential experience. The building is lifted and the pedestrian path is extended south to omsi museum and celebrated under the cultural center. A public outdoor pier is created to allow the public to enter into the building and to create access to the waterfront. 32

The Museum of Craft will be more than a tall building and commerce—it’s a rich cultural and civic center. It is an expression of how Portlanders view their place in the Pacific Northwest—a place that 1) supports the growth of local talent, industry and institutions, 2) connects with the stunning surrounding landscape and 3) advances a prosperous, healthy, educated and equitable community.

The Main public spaces on the east side of the building create a monumental presence and establish a connection with the urban park and street in the distance. Maximum views and a connection with the river are achieved on the west side as pedestrians circulate north to south.

These ideals are seen in the intentional design and development decisions that support a sustainable built and natural environment and support for a public building that celebrates the rich culture of Portland. They also can be seen in how the challenge of planning and managing the Museum was approached through Intentional and Participatory programs. The Museum of Craft is an intentional place, crafted through a participatory process with the belief that planning, done publicly and acted on collectively, is a critical ingredient to success. While reshaping the traditional urban landscape and creating civic involvement have been actively pursued; the museum is also a place of purposeful experimentation, a learning center where new ideas about design, craft and culture are celebrated.

Lift up the building to create a sheltered gathering space for pedestrians commuting north to south. 36

Split the form to create two distinct programs; an auditorium to showcase the artist. A museum to showcase the art.

The two programs are connected via the outdoor public spaces.

The interstitial space between provides a public space for gathering and viewshed.

The form begins with the 40,000 SF model of the Portland grid.

Lift the building to optimize circulation. Push both ends to create self shading opportunity’s from rain and sun .

The unique form creates a monumental presence along the Willamette river and frames the view across the river.

A public outdoor pier or deck creates access to the river for viewing or gathering.

Program

7. Auditorium Entry (Mezzanine) 8. Auditorium 9. Back of House 10. Control Room 11. Stage 12. Second Level Gallery 13. Special Collections

1. Main entry 2. Auditorium Lobby 3. Mechanical 4. Machine Shop 5. Large Gallery 6. Gallery Mechanical

10 13

2 5

8 3

SECTION LOOKING NORTH 38

FIRST FLOOR PLAN

SECOND FLOOR PLAN

THIRD FLOOR PLAN

0’

10’

20’

40’

The system utilizes a seismic bracing system to reinforce the structure. The lattice structure is not the only structural steel system supporting the loads. the horizontal members in the gallery help resist perimeter loads . triangulated configuration of structural members play a major role in the internal axial force distribution, as well as in conferring global shear and bending rigidity to the building structure. The lattice form is a continuous rigid shell which resists loads in any direction. The force transfer is similar to that of a truss design. Each member provides a continuous load path to the ground. The number of possible load paths results in a high degree of redundancy.

The advantages of this type of structure is to reduce the number of internal supports, saving on space and building materials and providing for greater flexibility in interior layout. Moment frames consist of linear steel or timber members made rigid by various systems of diagonal members.

The inclined columns provide flexural rigidity through axial action in the diagonals. The moment frame resist overturning moment and provide flexural rigidity via the connections.

d f a w flange steel girder b HSS steel structural steel frame c Fire stairs provide lateral bracing d Seismic bracing system w 2.4 in flange plates e joint connection: moment frame f 3 foot hss steel column to resist moment

In the big picture, architecture is the art and science of making sure that our cities and buildings fit with the way we want to live our lives. Bjarke Ingels

THE PALMERAIE SCOTTSDALE , AZ 52,2720 SF SUMMER, 2020-2021 The Palmeraie – a master-planned community that spans 122 acres in the most sought-after area in the state of Arizona – will be a magnet for consumers who are in search of the very best in shopping, hospitality, dining, luxury living, wellness and relaxation and includes: - The Palmeraie Shopping, Dining & Office District - The Ritz-Carlton, Paradise Valley Resort & Residences - Fendi Private Residences THE RITZ-CARLTON PARADISE VALLEY RESORT & RESIDENCES The Ritz-Carlton, Paradise Valley promises to be one of the finest resorts of its kind ever built in Arizona. The design of the hotel will employ simple, elegant forms to create relaxed, comfortable spacesin the time-honored tradition of luxury architecture. The stunning Grand Lobby, situated above the rest of the hotel overlooking Camelback Mountain, will greet guests with a water feature thatcascades down through the property to a world-class spa. The resort’s 215-room composition includes spacious suites with superior amenities and design, detached casitas and bungalows. Guest accommodations will be connected by quiet, lush courtyard gardens and shaded walkways – evoking the sense of a village.

Themain pool, spanning nearly 400 feet, will be one of the longest resort pools in North America.The resort will be surrounded by 81 singlelevel Ritz-Carlton Villas, ranging in size from 1,700 to over 4,800 square feet, along with 39 single-family Ritz-Carlton Estate Homes from 5,500 to 12,000 square feet. The Villas and Estate Homes will be whole-ownership and Ritz-Carlton branded, serviced and managed. Residence owners will experience a “resort within a resort” as they will have their own Clubhouse that will encompass a spectacular common lounge area along with a junior Olympic sized-pool; fitness facilities; private, beautifully landscaped grounds; a dedicated director of residences; concierge; priority access to hotel amenities, and a host of a la carte services such as in-residence dining, housekeeping and engineering services.

PRELIMINARY: NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION

K10

01 A539.2

K11

LINE OF ROOF BEYOND

03 A766.6

ADDRESS SIGNAGE

G-5

P-11

120'-6" 2ND FLOOR

(-25'-0")

112'-0 1/2" 2ND FLOOR

PREFINISHED METAL COPING

(-1'-6")

106'-2" T.O. SCREEN WALL

(+7'-0")

12 A754.2

(+2'-0")

100'-0" 1ST FLOOR

SCALE: 1/8" = 1'-0"

04 A534.2

? P-11

LINE OF ROOF BEYOND

01 A766.1

139'-0 1/2" T.O. PARAPET

PREFINISHED METAL COPING

138-6 1/2" T.O. PARAPET

139'-6 1/2" T.O. PARAPET

EIFS-3

M-9

P-11

EIFS-3

ST-10.A

M-9

P-11

G-1

141'-0 1/2" T.O. PARAPET 139'-6 1/2" T.O. PARAPET

SIM 04 A534.2

02 A535.2

EIFS-3

M-9

P-11

M-1

C.J., TYP.

01 A766.7

SCALE: 1/8" = 1'-0"

CMU-3

REF: 01 / A214.3

03 A535.2

PREFINISHED METAL COPING 142'-6" T.O. SCREEN 140'-0" T.O. PARAPET

M-9

P-11

M-1

09 A766.4 LIGHTING BEYOND PER LIGHTING DRAWINGS

(+2'-0")

(-16'-6")

(+5'-0")

(+2'-0")

(+6'-0")

CMU-3

STOREFRONT BY OTHERS

G-1

6' - 0"

G-8

M-13

ST-8

16' - 0"

(-15'-6")

(+7'-0")

(-16'-6") 10' - 0"

16 A738.2

10' - 0"

OH 8' - 6"

(+2'-0")

100'-0" 1ST FLOOR

ST-10.A

(-28'-0")

DASHED LINE OF SITE WALL IN FOREGROUND

CMU-3

(+6'-0") (+2'-0")

03 A311.2

LIGHT FIXTURE PER LIGHTING DRAWINGS 6' - 0"

Date MARCH 31, 2020 Revisions

120'-6" 2ND FLOOR

M-9

P-11

112'-0 1/2" B.O. SOFFIT

(+2'-0")

7' - 0"

(+2'-0")

EQ EQ

16 A738.2 (+2'-0")

8' - 0"

LIGHTING BEYOND PER LIGHTING DRAWINGS

6' - 0"

113'-0 1/2" B.O. SOFFIT

(+2'-0")

8' - 0"

4' - 8 1/2"

120'-6" 2ND FLOOR

136'-0 1/2" T.O. PARAPET

GLASS GUARDRAIL G-7 -

(+5'-0")

(-15'-6")

(+2'-0")

4' - 0"

(+8'-0")

(-16'-6") EQ EQ

139'-6 1/2" T.O. PARAPET

132'-0" T.O. PARAPET

C.J., TYP.

(-16'-6")

ADDRESS SIGNAGE G-5

M-13

BUILDING K SOUTH ELEVATION - AREA 2

P-9

LINE OF ROOF BEYOND

(+2'-0")

LIGHTING BEYOND PER LIGHTING DRAWINGS

ST-9

LIGHT FIXTURE PER LIGHTING DRAWINGS

3' - 6"

? M-9

139'-0" T.O. PARAPET

01 A535.2

M-8

LINE OF ROOF BEYOND

WINDOW DISPLAY BOX

98' - 9" 1ST FLOOR LOW

DIMENSIONS ON ELEVATION ARE TO GRIDLINE KC

03 A534.2

G-8

(-13'-0")

(+2'-0")

100'-0" 1ST FLOOR

REF: 01 / A311.2

110'-9 1/2" B.O. SOFFIT

(+5'-0")

(+1'-0")

(+2'-0")

BUILDING K SERVICE WALL ELEVATION

136'-0 1/2" T.O. PARAPET

(+2'-0")

12 A754.2

SLIDING METAL GATE

DIMENSIONS ON ELEVATION ARE TO GRIDLINE KB

CMU-3

(+7'-0")

(-21'-0")

Five Star Development

LIGHTING BEYOND PER LIGHTING DRAWINGS

8' - 6"

ALIGN COURSING WITH ADJACENT CMU BUILDING WALL

(+7'-0")

(+8'-3")

Scottsdale Road & Indian Bend Scottsdale, AZ

GLASS GUARDRAIL G-7 M-9

LIGHTING BEYOND PER LIGHTING DRAWINGS

THE PALMERAIE - PHASE 1B

132'-0" T.O. PARAPET

139'-0 1/2" T.O. PARAPET

CANOPY TYPE 3 P-9 -

136'-0 1/2" T.O. PARAPET

G-8

M-13

ST-2

WINDOW DISPLAY BOX

ST-1.A

LIGHTING BEYOND PER LIGHTING DRAWINGS STOREFRONT BY OTHERS G-1 -

100'-0" 1ST FLOOR

16' - 0"

Drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used, or disclosed without written consent of the architect.

DIMENSIONS ON ELEVATION ARE TO GRIDLINE KB

BUILDING K SOUTH ELEVATION - AREA 1 SCALE: 1/8" = 1'-0"

REF: 01 / A213.2

Project No. 315033

A311.2 BUILDING K ELEVATIONS

PRELIMINARY: NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION

1 1/2" EIFS OVER 5/8" GLASS-MAT SHEATHING OVER METAL FRAMING WITH R-19 BATT INSULATION

E.O.S.

CONCRETE SLAB UNDERSLAB VAPOR BARRIER

1 1/2" EIFS OVER 5/8" GLASS-MAT SHEATHING OVER METAL FRAMING WITH R-19 BATT INSULATION FUTURE FLOOR FINISH BY TENANT

CONCRETE SLAB

01 A745.2 100'-0" 1ST FLOOR

UNDERSLAB VAPOR BARRIER

ADHERED STONE VENEER

LANDSCAPE, REFER TO LANDSCAPE DRAWINGS

39' - 6 1/2" 8' - 0"

FUTURE TENANT 101

FUTURE FLOOR FINISH BY TENANT

2' - 2"

LANDSCAPE, REFER TO LANDSCAPE DRAWINGS

Scottsdale Road & Indian Bend Scottsdale, AZ

Date MARCH 31, 2020 Revisions

20' - 6"

109'-4" B.O. SOFFIT

ACRYLIC PLASTER FINISH SYSTEM OVER 5/8" EXTERIOR SOFFIT BOARD OVER METAL FRAMING

METAL RAILINGS AND GUARDRAILS

116'-8 1/2" B.O. SOFFIT

ACRYLIC PLASTER FINISH SYSTEM OVER 5/8" EXTERIOR SOFFIT BOARD OVER METAL FRAMING

112'-0 1/2" B.O. SOFFIT 2' - 8 1/2"

SIM

1' - 2"

ACRYLIC PLASTER FINISH SYSTEM OVER 5/8" EXTERIOR SOFFIT BOARD OVER METAL FRAMING

9' - 4"

7' - 6"

100'-0" 1ST FLOOR

8' - 5 1/2"

8' - 0"

8' - 5 1/2"

13 A745.2

REFER TO PLANS FOR PARTITION TYPE FUTURE FLOOR FINISH BY TENANT

CMU WALL

UNDERSLAB VAPOR BARRIER

CONCRETE SLAB 100'-0" 1ST FLOOR CONCRETE SLAB

1' - 9"

ADHERED STONE VENEER

7' - 6"

LIGHT FIXTURE PER LIGHTING DRAWINGS

UNDERSLAB VAPOR BARRIER

01 A745.2

13 A745.2 5' - 0"

STOREFRONT BY OTHERS 1' - 11 1/2"

6' - 3"

3' - 0"

FUTURE TENANT 101

FUTURE FLOOR FINISH BY TENANT

E.O.S.

120'-6" 2ND FLOOR

15 A745.2

REMOVABLE METAL ACCESS PANEL

112'-0 1/2" B.O. SOFFIT 20' - 6"

8' - 0"

8' - 5 1/2"

2' - 0"

6' - 3"

12' - 0 1/2" OPENING

STOREFRONT BY OTHERS 1' - 11 1/2"

20' - 6 1/2"

8' - 0"

39' - 6 1/2"

FUTURE TENANT 101

08 A745.2

PHENOLIC SOFFIT OVER WEATHER RESISTANT BARRIER OVER 5/8" FRT PLYWOOD OVER METAL FRAMING

2' - 0"

PANEL JOINT

REMOVABLE METAL ACCESS PANEL LIGHT FIXTURE PER LIGHTING DRAWINGS

112'-0 1/2" B.O. SOFFIT

12' - 0 1/2" OPENING

2' - 0"

PHENOLIC SOFFIT OVER WEATHER RESISTANT BARRIER OVER 5/8" FRT PLYWOOD OVER METAL FRAMING

BEAM

REMOVABLE METAL ACCESS PANEL

13 A745.2

120'-6" 2ND FLOOR

PANEL JOINT

1' - 8"

LIGHT FIXTURE PER LIGHTING DRAWINGS

CONCRETE OVER STEEL DECK

CONCRETE SLAB 120'-6" 2ND FLOOR

1' - 6" BEAM

1 1/2" EIFS OVER 5/8" GLASS-MAT SHEATHING OVER METAL FRAMING WITH R-19 BATT INSULATION

FUTURE TENANT 201

1 1/2" EIFS OVER 5/8" GLASS-MAT SHEATHING OVER METAL FRAMING WITH R-19 BATT INSULATION

4' - 10"

08 A745.2

19' - 0 1/2"

PANEL JOINT

PERFORATED METAL PANEL

120'-6" 2ND FLOOR

PANEL JOINT

15' - 6 1/2"

TYP

CONCRETE OVER STEEL DECK

STEEL COLUMN BEYOND

17 A745.2

20' - 6"

8' - 0"

TYP

7' - 6"

MEMBRANE ROOFING OVER 5/8" FRT PLYWOOD SHEATHING OVER FRAMING

8' - 0"

15' - 6 1/2"

PANEL JOINT 17 A745.2

141'-0 1/2" T.O. PARAPET

MEMBRANE ROOFING

REMOVABLE METAL ACCESS PANEL

8' - 0"

PERFORATED METAL PANEL

1 1/2" EIFS OVER 5/8" GLASS-MAT SHEATHING OVER METAL FRAMING WITH R-19 BATT INSULATION STEEL COLUMN BEYOND

6' - 6"

PREFINISHED METAL COPING

136'-0 1/2" T.O. PARAPET

LIGHT FIXTURE PER LIGHTING DRAWINGS

07 A747.2

19' - 0 1/2"

8' - 0"

REMOVABLE METAL ACCESS PANEL

3' - 2"

139'-6 1/2" T.O. PARAPET

07 A746.2

Five Star Development

LIGHT FIXTURE PER LIGHTING DRAWINGS 1' - 8"

PERFORATED METAL PANEL

TYP

10 A747.2

136'-0 1/2" T.O. PARAPET

WRAP ROOFING SYSTEM OVER TOP OF WALL

ALUMINUM COMPOSITE COPING METAL COMPOSITE PANEL OVER WEATHER RESISTANT BARRIER OVER 5/8" FRT PLYWOOD SHEATHING OVER METAL FRAMING WITH R-19 BATT INSULATION

MEMBRANE ROOFING

07 A747.2

PANEL JOINT

8' - 8"

THE PALMERAIE - PHASE 1B

136'-0 1/2" T.O. PARAPET

07 A747.2

17 A745.2

139'-6 1/2" T.O. PARAPET

03 A746.2

3' - 6"

10 A747.2

LIGHT FIXTURE PER LIGHTING DRAWINGS

1' - 10"

WRAP ROOFING SYSTEM OVER TOP OF WALL

MEMBRANE ROOFING

REMOVABLE METAL ACCESS PANEL

2' - 0"

3' - 6"

METAL COMPOSITE PANEL OVER WEATHER RESISTANT BARRIER OVER 5/8" FRT PLYWOOD SHEATHING OVER METAL FRAMING WITH R-19 BATT INSULATION

03 A746.2

139'-6 1/2" T.O. PARAPET

10 A747.2

7' - 8"

ALUMINUM COMPOSITE COPING

METAL COMPOSITE PANEL OVER WEATHER RESISTANT BARRIER OVER 5/8" FRT PLYWOOD SHEATHING OVER METAL FRAMING WITH R-19 BATT INSULATION

03 A746.2

5' - 0"

41' - 0 1/2"

2' - 0"

MEMBRANE ROOFING

3' - 9 1/2"

ALUMINUM COMPOSITE COPING

16' - 8 1/2"

2' - 0"

15' - 6 1/2"

2' - 0"

8' - 0"

HARDSCAPE, REFER TO LANDSCAPE DRAWINGS

100'-0" 1ST FLOOR

Drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used, or disclosed without written consent of the architect. © 2019 NELSEN PARTNERS, INC.

WALL SECTION - BUILDING K SCALE: 3/8" = 1'-0"

REF: 01 / A214.2 01 / A214.5 01 / A214.8 02 / A214.5

01 / A215.6 01 / A215.1

01 / A215.4

02 / A311.3

WALL SECTION - BUILDING K SCALE: 3/8" = 1'-0"

REF: 01 / A214.2 01 / A214.5 01 / A214.8 02 / A214.5 01 / A215.6

01 / A215.1 01 / A215.4 01 / A311.2

WALL SECTION - BUILDING K SCALE: 3/8" = 1'-0"

REF: 01 / A214.2 01 / A214.5 01 / A214.8 02 / A214.5 01 / A215.6

01 / A215.1 01 / A215.4 01 / A311.2

Project No. 315033

WALL SECTION - BUILDING K SCALE: 3/8" = 1'-0"

REF: 01 / A214.2 01 / A214.5 01 / A214.8 02 / A214.5 01 / A215.6

01 / A215.1 01 / A215.4 01 / A311.2

A535.2 WALL SECTIONS