Recent Work 2018 | Dave Mojica

DAVE MOJICA | Recent Work 2018 Contact | 407.929.8694 | davmoj@gmail.com | 910 SE 42nd St #460 Portland, OR 97215

N Mississippi Ave.

DAVE MOJICA

FLATIRON PDX | Office Mixed Use

919 N Cook St Portland, OR Role: Project Manager/ Project Architect I Client: Brandon Brown General Contractor: Abbott Construction Construction Type: New (Mid-rise) - Type IIIB over IA Phase of Involvement: Schematic Design to Construction Administration Size: 24,562 sf Status: Under Construction. Estimated Completion Sept. 2018 (work done at Works Progress Architecture)

N Cook St.

Flatiron PDX is a post tension podium and timber framed mixed use building sited at the edge of a sloping triangular site in Northeast Portland. At grade, a commercial retail space will front N. Cook St while the upper five floors will contain approximately 20,000sf of creative work space.

The site is located on a sloping hillside, marking a directional shift in the city grid and creates a dramatic approach providing an opportunity for dynamic moments at the building corners in addition to the three primary facades.

The facades act as a continuous skin perforated by a rigid grid of over-sized windows which dissipate to the northern face. As the skin wraps the corners of the site it breaks to reveal a stack of interlaced fully glazed open rooms. The exposure at these points creates a visual dialogue between the exterior and interior by allowing the cross laminated timber decking to be fully expressed and visible from the street.

Cross laminated timber decking was chosen for its ability to simplify the corner geometries structural requirements. Because CLT is multi-directional in strength, it has the unique ability to support the double cantilever projections without beams. Flatiron PDX showcases the design opportunities of CLT and timber framed buildings on a dynamic site in Northeast Portland.

SITE VICINITY

2

Recent Work 2018

STREET VIEW AT N COOK ST.

3

DAVE MOJICA

ALLOWABLE BUILDING AREA

SITE RESPONSE

Stack

Shift

Hinge

4

Door to be signed as "Emergency Exit Only" Gravel Packed Walkway

Recent Work 2018

Dedication Line/ New Property Line

MISSISSIPPI AVE

Gravel Packed Walkway

Existing Property Line

.

ST OK CO N.

159' - 0" Doors to be signed as "Emergency Exit Only"

Temporary Bike Parking (2) Spaces

2

Lobby Entry 1" = 10'-0"

PROPERTY INFORMA D

SS W

Limits of Excavation

Project Address: NWC N Mississippi & N Cook St Legal Description: COOKS ADD, BLOCK 12, LOT 1 & LOT 2 (Tw Properties)

H

W

161

Y

SS

Property / Lot Area: 4,950 sf New Building Footprint: 4,950 sf New Building Coverage: 100%

15 6' t o

FD C

160

165

1.

2.

3.

4.

5.

5' - 0" 2' - 6"

159' - 0"

2. Back Out SS

1. Forward In

SS

6 9 1

Fire Hydran

Water Mete

60' x 26' Fire Truck Maneuvering Area

SS

149' - 0"

2 15

SS

N.

150

SS

Street Tree. Snowbell, Pink Chimes Japanese (Styrax japonicus‘Pink Chimes’). Typ

147

SS

148

SS

W W

W W

.

ST

W

W

W

155

W

154

W

W

153

W

W

W

149

W

SS

156

W

W

AT GRADE Planter B

OK CO

152

W

01 - CD Set - Proposed Site Plan

SITE PLAN

5

EM

Electric Met

GM

Gas Meter

Property Co Short Term Parking

W

SS

3 15

149'10"

0"

155

Street Tree. Snowbell, Pink Chimes Japanese (Styrax japonicus‘Pink Chimes’). Typ.

154

SS

Long Term Bike Parking (4) Wall Mount (4) Spaces

Undergroun

Sign

W

9

7 8

SS

C FD

4' - 0"

G

Power Pole

W

9

6

4 90

SS

Sand Filter underneath slab.

134 sf Re: Civil

'25

Combined S

G

Manhole

W

8

7

3 7 5 24

9

1

7 6 13

7 6 13 3

9

SS

Storm Catc

157

SS

7 5 24

9

Water Line

SS

Light Pole

4"

4 90

150'-4"

W

W

'75

Long Term Parking 9

W

SS

W

Curb Line W

RE: Civil Drawings

SS

Temporary Bike Parking (2) Spaces

9

Property Lin

Area of Exc

153'-2"

Drain

LEGEND: SITE PLAN S

W

3. Forward Out

158

Planter A

S

SS

24' - 1" Standard Loading B 9'x18'

SS

Contractor to Verify Existing Utility Locati Reference Civil for Erosion Control Inform Reference Civil for Under Slab Utility Loc Gas Meter Placement by Gas Utility Co. Re: Civil for all slab elevations. Notify Ar

W

Shaft for Generator

159

W

Drain

HB

Generator

WH

Existing Property Line

N. Mississippi Ave.

Dedication Line/ New Property Line

157' - 4"

NOTES: SITE PLAN

164' - 0" Gas Meter

164' - 0" 159' - 0" 149' - 0"

Average Grade Plane SS

N. Revere St.

Corner NW NE SW

W

SS

Average Grade Plane Calculations:

W

170

Impervious Area: Roof: 4,655 sf Total Impervious Area: 4,851 sf Total Pervious Area: 4,851 sf

W

Street Tree. Snowbell, Pink Chimes Japanese (Styrax japonicus‘Pink Chimes’)

GRAPHIC SCALE 0

10

20

30

40

N. Mississippi Ave.

DAVE MOJICA

Dn

Stair

Stair Up

Women's

Men's

Up

Lobby

Dn

Stair

Stair Up

Women's

Men's

Up

Dn

Open To Below

TENANT S UI TE

TENA NT SUI TE

.

St ok Co N.

LEVEL 2

LEVEL 3 (Levels 4 -5 Similar)

General Notes 1.

2.

3.

4.

5.

6.

7.

Dn

Dn

Women's

Stair

Stair Up

8.

Deck

Women's

Men's

Stair

Men's

9.

Elevator

10.

11.

Up

12.

13.

14.

Mech Closet

All Lighting Along Path of Egress to Maintain 1 Footcandle Minimum wit Back-Up Power. Reference Egress Plans for Path of Egress Location All Lighting To Be Installed Under Separate Trade Permit All Ceiling Mounted Conduit and Junction Boxes to Be Exposed at Expo Structure and Concealed in Soffit Assemblies. Exposed Conduit and Eq be Run Cleanly and Coordinated with Architect and Other Trades Prior Installation.

Center Fixtures in Structural Bays Unless Otherwise Noted All Toilet Rooms, Locker Rooms, Storage & Utility Rooms To Have An O Sensor Control Device That Automatically Turns Lighting Off Within 30 All Occupants Leaving The Space.

Common Area Lighting To Be On Occupancy Sensor After Building Clo Hours.

Time Clock To Have Holiday & Astronomical Functions. Time Clock To Programming For 10 Hours After Loss of Power. Locate Building Time C Electrical Room.

Egress Illumination Controlled By A Combination Of Listed Emergency Occupancy Sensors To Shut Off During Periods That The Building Spa

By The Means Of Egress Is Unoccupied.

Recessed Light Fixtures Between Conditioned and Unconditioned Spac be Sealed to Limit Air Leakage and be IC Rated and labeled per Specifi Outlet Distribution To Be Provided Throughout as Per NFC Requiremen Install Electrical Outlets @ 60" AFF Where Noted. All Other Electrical O Be Installed Per g0.01.

All Exposed Steel Beams to be painted with a finish paint to match Expo Connections.

All exterior wood cladding to be fire treated. Exterior Fire Retardant Wo Cladding permitted per Appeal ID 14025 Re: g0.05 and g0.06 for Egress Lighting Requirements

Lighting Fixture Legend 4ft Fluorescent Strip Light w/ (1) 32 watt T8 Lamp.

Gray Powdercoat Housing. Bartco Mior Arch Approved Equivalent 'A' 'AE'

TENA NT S U I TE 'AE'

Tenant Space

Vertically Mounted 4 ft Fluorescent Strip Light w/ (1) 32 watt T8 La Gray Powdercoat Housing. Bartco MiT8 or Arch Approved Equivale Mount bottom of fixture 58" AFF.

4 ft Fluorescent Strip Light w/ (1) 32 watt T8 Lamp.

Gray Powdercoat Housing. Bartco MiT8 or Arch Approved Equivale With Emergency Back-Up Power System to Maintain 1 Footcandle Egress Path Walking Surface in Case of Power Interruption.

Illuminated Exit Sign Smoke Detector, Hard Wired

P

'F'

3 RFI 248

Mico - Downlight Millwork - MDM: 8 Cell

'EX'

Exterior Rated 4 ft LED Strip Light w/ IIS-125-SM Back Up. RF Gray Powdercoat Housing. TROV | L50 Line of Light or Arch Approved Equivalent. With Emergency Back-Up Power System to Maintain 1 Footcandles/sf Min. at Egress Path Walking Surface in Case of Power Interruption.

'G'

UGI -31621: Gino 2

Deck

LEVEL 6

TYPICAL WOOD DECK RCP TYPICAL FLOORPLAN OFFICE SPACE 1

6 Level 3 3/16" = 1'-0"

TRUE NORTH

Sleepers on secondary CLT Deck.

Beam w/ Steel Angle to Support Secondary CLT Deck.

Cantilevered CLT Deck without Beam at Edge

CLT Deck w/ Concrete Topping Slab Sleepers on secondary CLT Deck.

Beams w/ Steel Angle to Support Secondary CLT Deck.

Cantilevered CLT Deck Edge without Beam at Corners

BOX END DIAGRAM 7

Typical Box End Assembly

CLT Deck w/ Concrete Topping Slab

Typical Box End Assembly (Exploded Diagram)

Recent Work 2018

DAVE MOJICA

TYPICAL TENANT FLOOR

SITE PROGRESS | 08.2018

8

Revisions

No. Date

Description

PDX Flatiron

W.PA

Recent Work 2018

STAM

Sheet Title:

EAST - WEST BUILDING SECTION

Sheet N

2

N/S Section through East Box Ends 3/16" = 1'-0"

1

E/W Section through Lobby Entry 3/16" = 1'-0"

9

W.PA

811 stark street suite 210 portland, or 97214 503/234.2945 tel 503/234.6583 fax worksarchitecture.net

works partnership architecture LLC

DAVE MOJICA

Mtl Cap Beyond

Concrete Slab Edge.

RE: Structural

Blocking for Slope

SAM at Sill. Shingle lap over roofing SAM

Side bolt storefront to slab edge per structural

PDX Flatiron

Align

2 1/2" Metal Stud 1" Rigid Insulation.

Level

2-1/2" Metal Stud Batt Insulation over Conditioned Space

Align

B.O. Box 0' - 1 1/4"

T.O. Box

© 2017 works partnership architecture, LLC ALL RIGHTS RESERVED

Sloped Rigid Insulation

To B.O. Framing

High Temp SAM

1' - 3 1/2" VIF

Standing Seam Metal Roof

18 GA Flat Metal Roofing Splice Joint at Window Mullion VIF. Slope to Plan Metal Cap Re: 2 / a5.32 Embed Plate Steel Angle Attached to Embed Plate

0' - 9 3/4"

0' - 4"

CLT Deck

Cap at Standing Seam Metal Roof Edge

W.PA job number: 1167

1/2" Ply

High Performance Sill Flashing by Storefront Manufacturer

These drawings are the property of works partnership architecture, LLC and are not to be used or reproduced in any manner without prior written permission.

SAM

Storefront Window Assembly Concrete Topping Slab

N Mississippi Avenue and N Cook Street Portland, OR 97227

18 GA Flat Metal Roofing Splice Joint at Window Mullion VIF. Slope to Plan

Floor Type per Plan

Level

Sheet Number:

Typ. Metal Cap at Bottom of Box End 2 6" = 1'-0"

Typ. Metal Cap at Top of Box End 3 6" = 1'-0"

18 GA Flat Metal Roofing Splice Joint at Window Mullion VIF. Slope to Plan

Wood Framing between CLT decks.

See Secondary CLT Deck Plans

Metal Cap Re: 2 / a5.32

Metal Flashing to Match SF finish

B.O. Box SAM

T.O. Box Steel Angle

Cap from adjacent Standing Seam Metal Roof Edge

Metal Flashing to match Storefront Re: 4 / a5.32 SAM

Storefront Window Assembly

SAM at Head. Shingle lap over SAM

Align

Insulated Metal Panels

Align

0' - 3 1/2"

1/2" Ply 1X3 Fire Treated Wood Veneer

100% CD's

4 1/8" CLT Deck

SAM per Spec

Revisions

Metal Cap Re: 3 / a5.32 SAM

Embed Plate

09.27.2017 TBD

Metal Flashing

Steel Angle Attached to Side of CLT

2 ASI 12

a5.32

0' - 1 1/4"

1' - 3 1/2" VIF

To B.O. Framing

Typ. Box End Storefront Head Flashing 4 6" = 1'-0"

0' - 9 3/4"

4 1/8" CLT Deck

Conform Set Revision 2

0' - 2"

Description

VIF

No. Date

0' - 2"

VIF

01.30.2017

Metal Cap

_________ Metal roofing Min Slope:

3 / a5.32 Sound Attenuation Mat

Sheet Title:

2 1/2" Metal Stud

Metal Cap

0' - 4"

VIF

3" Concrete Topping Slab

Blocking for Slope

SAM at Sill. Shingle lap over roofing SAM

Align Side bolt storefront to slab edge per structural

1/2" Ply

0' - 5 3/4"

0' - 5 3/4"

Concrete Slab Edge RE: Structural

Floor Type per Plan

High Performance Sill Flashing by Storefront Manufacturer

As indicated

SAM Storefront Window Assembly

1 2

0' - 1 3/4"

0' - 1 3/4"

Metal Cap Beyond 18 GA Flat Metal Roofing Splice Joint at Window Mullion VIF. Slope to Plan

SCALE

Cap at Standing Seam Fire Treated Metal Roof Edge Wood Veneer

Per Manufactuer Specifications

Typ. SF Sill and Head at Box Ends

Standing Seam Metal Roof

VIF

18 GA Flat Metal Roofing Splice Joint at Window Mullion VIF. Slope to Plan

PDX Flatiron

Window Wall Sill / Head at Box Edge 3" = 1'-0"

W.PA job number: 1167

STAMP

STAMP

SAM Fire Treated Wood Beyond

DETAIL AT BOX ENDS 1

Window Wall Sill / Head at Box Edge Overhang 3" = 1'-0"

10

3" = 1'-0"

Metal Cap Beyond

SCALE

1 ASI 10

Typ. SF Sill and Head at Box Ends

Inside Face of Exterior Wall

Sheet Title:

1

works partnership architecture LLC

Mtl Cap Beyond

W.PA

Fire Treated Wood Beyond

Strorefront Window Assembly

811 stark street suite 210 portland, or 97214 100% tel CD's 503/234.2945 503/234.6583 fax worksarchitecture.net

Revisions

1/2" Ply Inside Face of Exterior Wall

N Mississippi Avenue and N Cook Street Portland, OR 97227

Conform Set Revision 2

SAM

Wood Framing

© 2017 works partnership architecture, LLC ALL RIGHTS RESERVED

Description

Align bottom of head with underside of deck

09.27.2017 TBD

1X3 Wood Steel Angle Attached to Side of CLT

No. Date

SAM at Head. Shingle lap over SAM

Batt Insulation

1 2

Metal Flashing to match Storefront Re: 4 / a5.32 SAM

These drawings are the property of works partnership architecture, LLC and are not to be used or reproduced in any manner without prior written permission.

Wood Framing between CLT decks.

See Secondary CLT Deck Plans

4 1/8" CLT Deck

01.30.2017

Metal Cap Re: 3 / a5.32 SAM

Sheet Number: 2 ASI 12

Recent Work 2018

INTERIOR VIEW AT L6 SOUTH BOX END

SITE PROGRESS | 08.2018

11

DAVE MOJICA

General Notes (El

1. For curtain wall compone

2. New buildings shall have approved building identifica from the street or road front background and be a minim inches.

3. Exterior Fire Retardant W

4. All windows and recesse Notify architect of and discr

5. Box Rib to align verticall metal panel types.

6. See transition details ind ribbing to align vertically all

Material Legend Metal Panel Color "1" Metal Panel Color "1" Metal Panel Color "1"

1

STREET VIEW FROM SOUTH WEST CORNER 12

West Elevation 3/16" = 1'-0"

WEST ELEVATION

Recent Work 2018

General Notes (Elevatioins)

Metal Panel "C" Color "1"

2. New buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background and be a minimum of 4 inches high with a minimum stroke width of 0.5 inches.

3. Exterior Fire Retardant Wood Cladding permitted per Appeal ID 14025 4. All windows and recessed on SE exterior elevation to align vertically as shown.

Notify architect of and discrepancies.

5. Box Rib to align vertically on all facades. See a5.07/a5.08 for transition details of metal panel types.

W.PA

6. See transition details indicated at start points for metal panel layout. All box ribbing to align vertically all floors.

811 stark street suite 210 portland, or 97214 503/234.2945 tel 503/234.6583 fax worksarchitecture.net

Perforated Metal Panel "A" Color "1"

PDX Flatiron

AIA Drawings

No. Date

Revisions

Description

09.10.2017

Š 2017 works partnership architecture, LLC ALL RIGHTS RESERVED

W.PA job number: 1167

Metal Panel "B" Color "1"

N Mississippi Avenue and N Cook Street Portland, OR 97227

Metal Panel "D" Color "3"

works partnership architecture LLC

1. For curtain wall components and storefront assemblies, RE:a0.04 Metal Panel "A" Color "1"

These drawings are the property of works partnership architecture, LLC and are not to be used or reproduced in any manner without prior written permission.

Material Legend

3/16" = 1'-0"

North Elevation 3/16" = 1'-0"

SCALE

Sheet Title:

1

South East Elevation

STAMP

Sheet Number:

1

a3.00

South East Elevation 3/16" = 1'-0"

SOUTH WEST ELEVATION

NORTH ELEVATION 13

DAVE MOJICA

08.2017

10.2017

12.2017

02.2018

05.2018

08.2018 14

Recent Work 2018

VIEW FROM N MISSISSIPPI AVE. 15

DAVE MOJICA

W

1825 NW 23RD AVE. | Multi-Family Mixed Use

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ive

eR ett

m

illa

Portland, OR Role: Project Manager/ Project Architect I Client: ENT Ventures LLC Construction Type: New (Mid-rise) - Type VA over IA Phase of Involvement: Schematic Design to Construction Administration Size: 24,562 sf Status: Under Construction (work done at Works Progress Architecture) 1825 NW 23rd is a new mixed use development building composed of 4 stories of wood frame construction over a 1 story concrete podium. The building is comprised of multi-unit residential uses on the upper levels with retail uses proposed on the ground level. The 64 residential units are a mix of studios, one bedroom and two bedroom units.

NW Thurman St

Building from observations of adjacent buildings forms and typologies, the development/ design team started with a goal to create a cohesive, well designed building that adhered to the Community Design Standards - a building that may have met the prescriptive standards, but did not immediately appear to have taken that design path. In general, the building adheres to these standards with the material transitions, material selections, and sloped roof form with the exception of the cornices required at the dormers. The design team wanted to integrate dormers into the roof structure which the Standards did not have a formula for resolving.

Hwy

NW 23rd Ave

In turn, the architecture of the building utilizes traditional building forms, typologies, and materials in a contemporary way which integrates with the existing industrial warehouses and older commercial/residential buildings in the neighborhood. The ground floor has a generous amount of area dedicated to storefront commercial uses and building lobbies to activate an otherwise dead end to the vibrant commercial districts of NW 23rd and Thurman. The proposed design merges the typologies of the large solid industrial structures to the north with the storefront buildings to the south to create an integrated transition between the two districts; acting as a gateway to the district.

SITE VICINITY 16

30

Recent Work 2018

VIEW FROM NORTH EAST CORNER 17

DAVE MOJICA

V

U S.9

S

R

Q

P

N

M

L

K

H.2

H

G

E

D

C

B.1

A

Existing Building Existing Building

Existing Building

Conc. Retaining Wall. Re: Civil

74'-0"

Typ. Low Shrubs and Groundcover See Landscape

No Parking or Storage Sign Standby Power Generator; Piped Natural Gas fuel source providing a minimum operating time of 2 hours at full load.

Confirm locations w/ electrical sub.

Generator Room

Low Shrubs and Groundcover See Landscape

Dn

Van

110 Generator (105" x 40")

1

Green Screen

Align

Site Base Point (Highest Adjoining Ground Surface)

0.5

Existing Building

International Symbol of Accessibility Signage

Louver Re: Mech

Exterior Face of Bldg Above

1 Reverse/ Turn

1.2 10x10 clear space at intake louver. Area to be striped. Re: Mech.

Bollards. Typ at required no parking clear space.

Forward Out

Garage

61 Long Term Bike Parking 2 of Total Bikes for Retail Long Term Bike Parking

3 rd/ rwa Fo

100

108

Shaft Above

rn Tu

Trash

2

3

Bike Room

Typ

109

Trash Chute Above

1.3 4

Compactor

Bench

Type B Loading Stall 9'-0" x 18'-0" x 10'-0" Hight Min Clr

Drywell

Water Heater

Mailboxes

Stair 2

115

4.7 DAS if required.

Enclosed in rated

Elevator 116

Align

UP

Exit Passageway

Electrical 111

Drywell

106

113

103 M-Mercantile Seperate T.I. Permit Required Prior to Occupancy of This Space

Art Feature

Shell 2

Lobby

Shell 1

Exit Passageway

101

102

Transformer

Tel/ Data

W

8

Existing Building

2W

5

H.3

S2

2hr shaft above

M-Mercantile Seperate T.I. Permit Required Prior to Occupancy of This Space

'Stairs to Roof' sign in accordance w/ PFC 504.3

Shell 3 107 M-Mercantile Seperate T.I. Permit Required Prior to Occupancy of This Space

Access Panel

Domestic Backflow Preventer

Gas Meters

Downspouts from Roof

Downspout from Roof

R

'Stairs to Roof' sign in accrodance w/ PFC 504.3

2 Short Term Bike Parking

Downspout from Roof

Line of Canopy Above

Downspout from Roof

Downspout from Roof

Slope Dn

Slope Dn

See Civil for Trees and Tree Sizes Typ.

NW 23rd Ave

LEVEL 1

18

2 Short Term Bike Parking

Downspout from Roof Slope Dn

2 Short Term Bike Parking Access Panel

FDC

Downspout from Roof Backflow Preventer

Recent Work 2018

V

U T

S

R

Q

P

N

M

L

K

J

H

G

F

E

D

C

A

B

Existing Building Existing Building

Existing Building

Match Line

Existing Building

Planter Planter

Downspouts from Roof

Planter

Downspouts from Roof

Planter

Planter

Planter

Planter

Downspout from Roof

Planter

Downspout from Roof

Planter

Planter

Downspout from Roof

Planter

Planter

Planter

Downspout from Roof

Downspout from Roof

Planter

1 1.1

Unit 209

Unit 210

Unit 211

Unit 212

Unit 214

Unit 213

Unit 215

Unit 216

2 3

UP

Up

4

Dn

Corridor

Access Panel

200

Two-way Communication Mounted Across from Elevators

4.5 Ballast Rock

grease

Ballast Rock

Unit 208

Unit 207

Existing Building

5

6

Planter

Unit 206

Unit 205

Unit 204

Unit 203

Unit 202

7

Unit 201

7.9 Planter

Downspout from Roof

Downspout from Roof

Downspouts from Roof Glass Guardrail

Downspout Slope from Roof Insulation Below to Drain

Canopy Below.

Typ.

Downspout from Roof

Downspout from Roof

Match Line

Planted Edge.

Re: Landscape

2W

LEVEL 2 (Levels 3-4 Similar)

19

Downspout from Roof

Downspout from Roof

8

DAVE MOJICA

STREET VIEW FROM 1825 NW 23RD AVE.

VIEW AT RETAIL ENTRIES 20

Recent Work 2018

EAST ELEVATION

WEST ELEVATION 21

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SOUTH ELEVATION

NORTH ELEVATION 22

Recent Work 2018

VIEW FROM SOUTH EAST CORNER 23

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SECTION THROUGH LEVEL 2 DECK

VIEW AT LEVEL 2 DECK

24

Recent Work 2018

NORTH - SOUTH BUILDING SECTION

25

DAVE MOJICA

FIRE AND LIFE SAFETY EGRESS PLAN COMMON PATH OF TRAVEL, PER CBC 402.4.4 ACCESSIBLE PATH OF TRAVEL

GBD Architects, Incorporated 1120 NW Couch St. Ste. 300 Portland, OR 97209

PUBLIC WORKS NOTES

Tel. (503) 224-9656 gbdarchitects.com

1.

2.

GBD © 2014

NO WORK IS TO OCCUR ON PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED CITY ENCROACHMENT PERMITS FROM THE PUBLIC WORKS DEPARTMENT BEFORE COMMENCING ANY WORK IN THE PUBIC RIGHT-OF-WAY, INCLUDING LANE CLOSURE. CONTACT NICK PETREVSKI FOR PERMIT REQUIREMENTS AND ASSOCIATED FEES AT (310) 524-2360.

THE APPLICANT SHALL REPAIR ANY DAMAGE TO PUBLIC STREETS AND/ OR SIDEWALKS DUE TO CONSTRCUTION OR BY CONSTRUCTION VEHICLES TRAVELING TO OR FROM THE PROJECT SITE, BEFORE THE PERMIT CAN BE FINALIZED. ALL CONSTRUCTION-RELATED PARKING SHALL BE ACCOMMODATED ON-SITE. NO CONSTRUCTION RELATED PARKING SHALL BE PERMITTED OFF-SITE. CONTACT JAMES TURNER AT (310) 524-2742 OF WATER DIVISION REGARDING ANY PROPOSED WATER SYSTEM UPGRADES (WATER METERS, WATER LATERALS, ECT.) NO DRAINAGE CONNETION SHALL BE MADE TO THE CITY'S CATCH BASINS OR STORM DRAIN SYSTEM. NO PARKWAY TREES ARE TO BE REMOVED WITHOUT RECREATION AND PARKS DEPARTMENT APPROVAL. CONTACT STREET TREE SUPERINTENDENT MARK TRUJILLO AT (310) 524-2716.

PG-64-10 TACK COAT AND HOT MIX ASPHALT SHALL BE USED FOR ALL SLOT PAVING REQUIRED NEXT TO NEW CONCRETE. SLOT PAVING SHALL BE 3 FT WIDE AND 1 FT DEEP, CONSISTING OF 6 INCHES OF ASPHALT OVER 6 INCHES OF BASE. NONSTANDARD BOULDERS OF HARDSCAPE ARE NOT ALLOWED ON THE PUBLIC RIGHTOF-WAY. THE DEVELOPER OR CONTRACTOR SHALL INFORM ALL NEIGHBORING PROPERTIES IN WRITING OF ANY STREET LANE CLOSURES OR OTHER SIGNIFICANT TRAFFIC IMPACTS ON THE ADJACENT STREETS AT LEAST ONE WEEK BEFORE THEY OCCUR. ALL RIGHT-OF-WAY CONSTRUCTION SHALL CONFORM TO CITY STANDARDS.

3.

4.

5.

6.

7.

M

8.

�

9.

10.

11.

PRANA, MANHATTAN BEACH | Retail

STAMP

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NOTE: DRAWING IS FOR REFERENCE ONLY

2'1" PB

El Segundo, CA Role: Architectural Designer Client: Prana/ Columbia Sportswear Phase of Involvement: Schematic Design to Construction Administration Size: 3,057 sf Status: Built Fall 2015 (work done at GBD Architects)

ST OP

�

PROJECT �

Prana Manhattan Beach in El Segundo

1

830 S. Sepulveda Blvd Suite 104 El Segundo, CA 90245

ING NO PARK

1

SEPULVEDA BLVD.

TENANT

prAna 3209 Lionshead Ave Carlsbad, CA 92010 Tel: 760.846.5700 Contact: Tim Wakaruk Timw@prana.com

�

ACCESSIBLE PARKING

A/D

ING NO PARK

VAN

A

�

�

AREA OF WORK prAna

A

NO PARKING

PL AN N

830 S. Sepulveda Blvd Suite D-104 El Segundo, CA 90245 3,057 SF

F

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ACCESSIBLE PARKING

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EQUIP AND STAGE

(35'X50')

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54 SKATERS

EXIT #1 534 OCCP

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The Prana Manhattan Beach retail store was the first new stand alone Prana location to open after the brand joined with Columbia Sportswear. The design team was tasked with creating a space which conveyed the brands mission statement “to inspire healthy, active, and free-spirited living.

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The shopping space features an open floor plan for flexibility and highlights natural materials throughout. A floating wood ceiling with recessed linear fixtures creates a clean overhead plane.

Track lights flank the ceiling to illuminate the feature walls clad in reclaimed wood as a nod to the sustainability goals of the Prana Brand.

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A

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MSV-4

REVISIONS

C:\Users\davmo\Desktop\Professional\Portfolio Documents\Prana MB\Revit\20149503 - PranaElSegundo - v15 - Central.rvt 8/8/2018 9:38:03 PM

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KIN PAR G

VMP-3

VEW-53

SW-1 SB-2

VEW-51

NO PAR KING

SW-2

VEW-54

PB

NO PARKING

SB-1

MSV-2

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STOP

VEW-52

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VEW-50

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SEPULVEDA BLVD.

NO

Rather than acting as a barrier and separation, the exterior facade features elements which create a connection between the outside and inside, allowing the space to breathe. The warmth of the wood storefront, the large expanses of glass, awning windows, and an oversized pivot door encourage clients to flow between the two environments. Above the recessed storefront a custom perforated metal panel conceals electrical connections as well as the mechanical intake louvers. The abstracted pattern is based on the movement of natural elements such and water and air which are core elements of the Prana brand.

STOP

VAN

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DATE �

06.08.2015 �

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�

� �

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PROJECT NUMBER

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20149503

SCALE

As indicated

SHEET TITLE

ROSECRANS AVE.

1 SITE PLAN 1/32" = 1'-0"

SITE PLAN 26

SITE PLAN AND EGRESS

ROSECRANS AVE

A000

Recent Work 2018

PRANA MANHATTAN BEACH | ENTRY 27

DAVE MOJICA

GENERAL NOTES - EXTERIOR ELEVATIONS 1.

2.

3.

COLOR ON ELEVATION INDICATED. REFER TO FINISH LEGEND FOR ALL EXTERIOR FINISH INFORMATION. ALL EXPOSED SURFACES TO BE PAINTED INCLUDING EXISTING DOORS, FLASHINGS, DOWNSPOUTS, SCUPPERS, AND CONDUIT

KEYNOTES - EXTERIOR ELEVATIONS x 1 2 3 4

NOTE

SIGNAGE BY OTHERS PROVIDE POWER FOR FUTURE SIGNAGE, COORDINATE LOCATION W EXISTING WALL TO REMAIN LANDLORD REQUIRED ADDRESS PRINTED ON VINYL FILM TO MATCH STANDARDS.

FINISH LEGEND PERFORATED METAL PANEL (MP-1) WOOD CLADDING

2 B.O. DECK 19' - 1"

B.O. JOISTS 16' - 5"

2

MP-1 P-2

WD-4

1 A902

_____________________

5 A902

2 A902

_____________________

4 A902

3 A902

_____________________

_____________________

_____________________

3

1 4

T.O. SLAB 0" 1 A901

_____________________

1 A901

1 A901

_____________________

_____________________

SIM.

LIMITS OF SCOPE

1 EXTERIOR ENTRY ELEVATION 3/8" = 1'-0"

ENTRY ELEVATION 28

CONTINUOUS ALUMN. BREAK SHEET METAL FLASHING, MATCH STOREFRONT FINISH.

ALUMINUM PIVOT DOOR

07 2500 WRB 07 6200 CONTINUOUS ALUMN. BREAK SHEET METAL FLASHING, MATCH STOREFRONT FINISH. 07 9200 SEALANT 09 2116 5/8" DENSGLASS EXTERIOR SHEATHING 07 2500 WRB 05 4000 7/8" HAT CHANNEL 05 7510 WOVEN BLACK NYLON INSECT SCREEN 07 4213 PERFORATED METAL PANEL

09 2116 GYP. BD. CORNER BEAD

07 9200 3/8" SEALANT AND BACKER ROD, BOTH INSIDE AND OUTSIDE

Recent Work 2018

07 9200 1/4" SEALANT

06 1053 SHIM

3 5/8" METAL STUDS AT 16" O.C., FASTEN TO EXISTING STRUCTURE

STOREFRONT SILL BEYOND

WOOD STOREFRONT SYSTEM

6 PERFORATED METAL PANEL HEAD DETAIL

STOREFRONT SILL BEYOND

6" = 1'-0"

PROJECT

Prana Manhattan Beach in El Segundo

3 DETAIL BETWEEN PIVOT AND EXIT DOORS

830 S. Sepulveda Blvd Suite 104 El Segundo, CA 90245

1 DETAIL AT STOREFRONT AND EXISTING NORTH WALL

6" = 1'-0"

6" = 1'-0"

TENANT

prAna WOOD CLAD ALUMINUM DOOR

09 2116 5/8" DENSGLASS EXTERIOR SHEATHING 07 2500 WRB 07 9200 1/4" SEALANT AND BACKER ROD

05 4000 3 5/8" METAL STUDS AT 16" O.C., FASTEN TO EXISTING STRUCTURE

CONTINUOUS ALUMN. BREAK SHEET METAL FLASHING, MATCH STOREFRONT FINISH.

07 2500 WRB 5/8" DENSGLASS EXTERIOR SHEATHING

07 9200 1/4" SEALANT AND BACKER ROD

09 2116 5/8" DENSGLASS EXTERIOR SHEATHING

CONTINUOUS ALUMN. BREAK SHEET METAL FLASHING, MATCH STOREFRONT FINISH. 600S162-43 AT 16" O.C.

07 4213 PERFORATED METAL PANEL

05 4000 (2) 600S162-43 15 A904

07 2100 THERMAL INSULATION

07 2100 THERMAL INSULATION

07 4213 PERFORATED METAL PANEL 07 2500 FOIL FACED SELFADHERED MEMBRANE

07 2500 CONTINUOUS VAPOR BARRIER

STAMP

No. 10 SMS AT 16" O.C.

07 4623 6" WOOD PLANK, WD-4

07 2100 THERMAL INSULATION CONTINUOUS ALUMN. BREAK SHEET METAL FLASHING, MATCH STOREFRONT FINISH.

No. 10 SMS AT 16" O.C.

07 2500 CONTINUOUS VAPOR BARRIER 05 4000 3/4" METAL FURRING STRIPS 7 A902

09 2116 5/8" GYPSUM BOARD

05 4000 (2) 600T150-43 05 4000 (2) 600S162-43

05 4000 BUILT-UP HEADER (2) 800S162-43 W/ (2) 600T150-43 W/ No. 10 SMS EACH FLANGE

07 4623 6" WOOD PLANK, WD-4 3/8"

06 1053 2x WOOD BLOCKING

07 1400 CONTINUOUS ALUMN. BREAK SHEET METAL FLASHING, BLACK FINISH. SEALANT ON UNDERSIDE OF FLASHING

09 2116 5/8" GYPSUM BOARD EXISTING WALL ASSEMBLY (VIF)

3 A901

SEE CLG. PLAN 09 2116 6" METAL STUDS

15 A904

_____________________

B.O. STOREFRONT HEADER GYP. BD.

PROJECT

07 9200 1/4" SEALANT AND

06 1053 SHIM

07 2500 CONTINUOUS VAPOR BARRIER

830 S. Sepulveda Blvd Suite 104 El Segundo, CA 90245

09 2116 GYP. BD. CORNER BEAD

WOOD STOREFRONT SYSTEM ANCHOR TO HEAD

4 DETAIL AT EXISTING SOUTH WALL AND EXIT DOOR

Prana Manhattan Beach in El Segundo

No. 10 SMS AT 16" O.C.

07 9200 3/8" SEALANT AND BACKER ROD (AT INSIDE AND OUT)

07 9200 1/4" SEALANT AND BACKER ROD

5/8" DENSGLASS EXTERIOR SHEATHING

TENANT

6" = 1'-0" BUILT-UP HEADER (2) 800S162-43 W/ (2) 600T150-43 W/ No. 10 SMS EACH FLANGE

EXTERIOR

WOOD CLAD ALUMINUM PIVOT DOOR

INTERIOR

prAna 3209 Lionshead Ave Carlsbad, CA 92010 Tel: 760.846.5700 Contact: Tim Wakaruk Timw@prana.com

07 9200 1/4" SEALANT REVISIONS

2X WOOD BLOCKING

07 9200 1/4" SEALANT AND BACKER ROD

1" VERT. GALV. Z-FURRING AT 24" O.C.

EXISTING WALL ASSEMBLY (VIF) 07 9200 SEALANT AND BACKER ROD

3/8"

WOOD CLAD ALUMINUM PIVOT DOOR EXTERIOR WOOD SSG STOREFRONT SYSTEM

INTERIOR

B.O. STOREFRONT HEADER GYP. BD.

5 DETAIL AT SSG MULLION 6" = 1'-0"

07 9200 1/2" SEALANT AND BACKER ROD, BOTH SIDES 07 2500 WRB 07 6200 CONTINUOUS ALUMN. BREAK SHEET METAL FLASHING, MATCH STOREFRONT FINISH. EXTERIOR 07 9200 SEALANT

3 DETAIL AT STOREFRONT HEAD AND HORIZONTAL MULLION

05 4000 (2) 600S162-43 T.O. SLAB 0" 07 2100 THERMAL INSULATION

1 SECTION AT STOREFRONT

07 4623 6" WOOD PLANK, WD-4

6" = 1'-0"

WOOD CLAD ALUMINUM PIVOT DOOR

No. 10 SMS AT 16" O.C.

06.08.2015

GSM PAN W/ UPTURNED ENDS, SOLDER ALL JOINS O/ FULLY ADHERED RUBBERIZED MEMB.

6" = 1'-0"

EXTERIOR

6" = 1'-0"

6" = 1'-0"

1/4" DIA. FLAT HEAD WOOD SCREW @10" O.C. W/ STOREFRONT SILL BEYOND FULL PENETRATION TO 2X SILL PLATE

SHEET TITLE ---

6 A902

A902

6" = 1'-0"

2 DETAIL BETWEEN PIVOT DOOR AND STOREFRONT

3/8"

09 2116 5/8" GYPSUM BOARD

05 4000 1" VERT. GALV. ZWOOD CLAD FURRING AT 24" O.C. ALUMINUM DOOR

2"

07 2500 WRB 05 7510 WOVEN BLACK WOOD CLADNYLON INSECT STEEL PIVOTSCREEN DOOR 07 4213 PERFORATED METAL PANEL

GYP. BD. CORNER BEAD

05 4000 (2) 600T150-43

5/8" DENSGLASS EXTERIOR SHEATHING

15 A904

05 4000 (2) 600S162-43

6" = 1'-0"

07 2500 CONTINUOUS VAPOR BARRIER T.O. SLAB 0"

05 4000 (2) 600T150-43

T.O. SLAB 0" 05 4000 (2) 600S162-43 15 A904

_____________________

05 4000 1" VERT. GALV. Z-FURRING AT 24" O.C.

07 2100 THERMAL INSULATION

5 A901

0 72500 CONTINUOUS VAPOR BARRIER

09 2116 5/8" DENSGLASS EXTERIOR SHEATHING

09 2116 5/8" GYP. BD. 1 06.17.2015 Owner Revisions No. 10 SMS AT 16" O.C.

07 4623 6" WOOD PLANK, WD-4 EXTERIOR

07 2100 THERMAL INSULATION

WOM-1

6" = 1'-0"

3209 Lionshead Ave Carlsbad, CA 92010 Tel: 760.846.5700 Contact: Tim Wakaruk Timw@prana.com

_____________________

4 DETAIL AT STOREFRONT SILL

7 PERFORMATED METAL PANEL CORNER DETAIL

prAna

09 2116 GYP. BD. CORNER BEAD 7 A902

07 2500 FOIL FACED SELF-ADHERED MEMBRANE

07 2500 FOIL FACED SELF-ADHERED MEMBRANE

09 3000 SCHLUTER STRIP

07 9200 SEALANT AND BACKER ROD

07 9200 1/4" SEALANT

07 4623 6" WOOD PLANK, WD-4

2" V.I.F.

C-3

06 1053 SHIM BASE SEE FINISH SCHEDULE 07 9200 SEALANT AND BACKER ROD

07 9200 1/4" SEALANT AND BACKER ROD

VARIES - SEE PLAN

DOOR THRESHOLD W/ 07 6200 SILL PLAN 07 2500 FOIL FACED SELF-ADHERED MEMBRANE W/ BACK DAM TERMINATE W/ SILICONE SEALANT (PROVIDE END DAMS AT CONCRETE WALL, CONDITIONS SIMILAR 8/A250)

REVISIONS STOREFRONT SILL BEYOND

03 3000 WATER STOP AT ALL SIDES WOOD STOREFRONT SYSTEM

T-2

C-3

1" VERT. GALV. ZFURRING AT 24" O.C. PIVOT LOCATION FOR REFERENCE

INSTALLER TO FIELD DRILL WEEP HOLES AT EACH SIDE OF PANEL

ALL HEADER

07 9200 1/4" SEALANT AND BACKER ROD 03 3000 CONCRETE SIDEWALK INFILL, ALIGN CONTINUOUS ALUMN. FLUSH W/ EXISTING BREAK SHEET METAL FLASHING, MATCH STOREFRONT FINISH.

830 S. Sepulveda Blvd Suite 104 El Segundo, CA 90245 TENANT

CONTINUOUS ALUMN. BREAK SHEET METAL FLASHING, MATCH STOREFRONT FINISH.

No. 10 SMS AT 16" O.C.

DATE

INTERIOR

06.08.2015 CONTINUOUS ALUMN. BREAK SHEET METAL FLASHING, MATCH STOREFRONT FINISH.

PROJECT NUMBER 05 4000 (2) 600T150-43

20149503

05 4000 (2) 600S162-43

09 2116 5/8" GYP. BD. 07 9200 1/4" SEALANT AND BACKER ROD

SCALE

As indicated 6 A901 1 A001

EXISTING WALL ASSEMBLY (VIF)

6" = 1'-0"

EXTERIOR DETAILS

T.O. SLAB 0"

4 DETAIL AT EXISTING SOUTH WALL AND EXIT DOOR 6" = 1'-0"

WOOD CLAD ALUMINUM PIVOT DOOR

SHEET TITLE No. 10 SMS AT 16" O.C.

07 9200 1/4" SEALANT AND BACKER ROD

NEW CONCRETE INFILL

6 DETAIL AT PIVOT DOOR SILL

15 A904

_____________________

2 SECTION THROUGH PIVOT DOOR 3/4" = 1'-0"

A901

09 2116 GYP. BD. CORNER BEAD

07 9200 1/4" SEALANT

PERMIT SET

DEFLECTION TRACK TO MATCH WIDTH AND GAUGE OF STUDS W/ (2) No. 8 SCREWS TO EACH JOIST CHORD

COR-A-VENT

05 4000 3 5/8" METAL STUDS AT 16" O.C., FASTEN TO EXISTING STRUCTURE

INTERIOR

05 4000 7/8" HAT CHANNEL

Prana Manhattan Beach in El Segundo

05 4000 3/4" METAL FURRING STRIPS STOREFRONT SILL BEYOND 03 3000 NEW CONCRETE CURB

09 2116 5/8" DENSGLASS EXTERIOR SHEATHING

EXTERIOR

07 9200 SEALANT AND BACKER ROD

1/2" MAX.

EXISTING FLOOR/CEILING ASSEMBLY MAINTAIN 1-HOUR FIRE RATING

PROJECT

1 DETAIL AT STOREFRONT AND EXISTING NORTH WALL 07 9200 1/4" SEALANT

6" = 1'-0" 07 4623 6" WOOD PLANK, WD-4

09 2116 5/8" DENSGLASS EXTERIOR SHEATHING 07 2500 WRB

B.O. JOISTS STOREFRONT16' SILL - 5" BEYOND MAINTAIN 1-HOUR FIRE RATING BETWEEN FLOOR AND CEILING ASSEMBLY

EXTERIOR DETAILS

INTERIOR

3 DETAIL BETWEEN PIVOT AND EXIT DOORS 1 9/16"

5 DETAIL AT PIVOT DOOR HEAD

07 9200 1/4" SEALANT

SCALE

WOOD STOREFRONT SYSTEM

1 1/8"

6" = 1'-0"

20149503

06 1053 SHIM FOAM SEALANT 3/4"

09 2116 GYP. BD. CORNER BEAD B.O. DECK 19' - 1"

07 9200 3/8" SEALANT AND BACKER ROD, PROJECT NUMBER BOTH INSIDE AND OUTSIDE 7 A901

PIVOT

1/4" DIA. X 3-3/4" HILTI KWIK-COM II PHILIPS FLATHEAD @16" O.C.

6 PERFORATED METAL PANEL HEAD DETAIL

Owner 09Revisions 2116 5/8" GYP. BD.

DATE

WOOD STOREFRONT SYSTEM 07 9200 SEALANT AND FILLET JOINT (PROVIDE 3/8" MIN. WIDE OVAL SHAPED WEEPS AT 18" 3 5/8" METAL STUDS AT 16" O.C., OC; 6" FROM JAMBS) FASTEN TO EXISTING STRUCTURE

STAMP

07 2500 CONTINUOUS VAPOR BARRIER

1 06.17.2015

3/4" = 1'-0"

CONTINUOUS ALUMN. BREAK SHEET METAL FLASHING, MATCH STOREFRONT FINISH.

INTERIOR

09 2116 5/8" DENSGLASS EXTERIOR SHEATHING 07 2500 WRB 05 4000 7/8" HAT CHANNEL 05 7510 WOVEN BLACK NYLON INSECT SCREEN 07 4213 PERFORATED METAL PANEL

GBD © 2014

15 A904

_____________________

09 2116 5/8" DENSGLASS EXTERIOR SHEATHING

PIVOT LOCATION FOR REFERENCE

Tel. (503) 224-9656 gbdarchitects.com

05 4000 (2) 600T150-43

07 2500 FOIL FACED SELF-ADHERED MEMBRANE

WOOD CLAD ALUMINUM PIVOT DOOR

PATCH AND PAINT EXISTING AS REQUIRED. MATCH FINISHES

1120 NW Couch St. Ste. 300 Portland, OR 97209

4 A901

05 4000 1" VERT. GALV. Z-FURRING AT 24" O.C.

07 9200 SEALANT BRONZE FINISH AND BACKER ROD METAL CAP

WOOD CLAD STEEL PIVOT DOOR EXISTING WALL ASSEMBLY, VIF

GBD Architects, Incorporated

CONTINUOUS ALUMN. BREAK SHEET METAL FLASHING, MATCH STOREFRONT FINISH.

WOOD STOREFRONT SYSTEM

GLAZING

PERMIT SET

07 2500 FOIL FACED SELFADHERED MEMBRANE

6" PLANK, WD-4

07 6200 CONTINUOUS ALUMN. BREAK SHEET METAL FLASHING, BLACK FINISH. SEALANT ON UNDERSIDE OF FLASHING

GBD © 2014

09 2116 5/8" GYP. BD.

09 2116 5/8" GYP. BD.

09 2116 5/8" DENSGLASS EXTERIOR SHEATHING

600T150-43 W/ No. 10 SMS EACH FLANGE

07 2500 FOIL FACED SELFADHERED MEMBRANE

Tel. (503) 224-9656 gbdarchitects.com

0 72500 CONTINUOUS VAPOR BARRIER

09 2116 5/8" DENSGLASS EXTERIOR SHEATHING

05 4000 (2) 600S162-43

05 7510 WOVEN BLACK NYLON INSECT SCREEN

05 4000 1" VERT. GALV. ZFURRING AT 24" O.C.

No. 10 SMS AT 24" O.C. 07 9200 1/4" SEALANT AND BACKER ROD

07 2500 WRB

1120 NW Couch St. Ste. 300 Portland, OR 97209

MAINTAIN 1-HOUR FIRE RATING BETWEEN FLOOR AND CEILING ASSEMBLY

_____________________

05 4000 7/8" HAT CHANNEL

07 4623 6" WOOD PLANK, WD-4 SEE CEILING PLAN

6" = 1'-0"

GBD Architects, Incorporated

B.O. JOISTS 16' - 5"

_____________________

07 2500 FOIL FACED SELF-ADHERED MEMBRANE

15 A904

B.O. DECK 19' - 1"

7 A901

05 4000 (2) 600T150-43

05 4000 1" VERT. GALV. Z-FURRING AT 24" O.C.

05 4000 (2) 600T150-43

5/8" DENSGLASS EXTERIOR SHEATHING

7 PERFORMATED METAL PANEL CORNER DETAIL

09 2116 GYP. BD. CORNER BEAD

6 A902

GYP. BD. CORNER BEAD

07 2500 FOIL FACED SELF-ADHERED MEMBRANE

05 7510 WOVEN BLACK NYLON INSECT SCREEN

No. 10 SMS AT 24" O.C. 600T150-43 W/ No. 10 SMS EACH FLANGE

07 2500 WRB

7/8" HAT CHANNEL

INSTALLER TO FIELD DRILL WEEP HOLES AT EACH SIDE OF PANEL

600S162-43 AT 16" O.C.

07 9200 SEALANT AND BACKER ROD

07 9200 1/4" SEALANT

1" VERT. GALV. ZFURRING AT 24" O.C.

07 4213 PERFORATED 07 2500 WRB METAL PANEL

06 1053 SHIM

5 1/4"

05 7510 WOVEN BLACK NYLON INSECT SCREEN

07 9200 SEALANT AND BACKER ROD

WOOD STOREFRONT SYSTEM

05 4000 7/8" HAT CHANNEL

3209 Lionshead Ave Carlsbad, CA 92010 Tel: 760.846.5700 Contact: Tim Wakaruk Timw@prana.com

STOREFRONT SILL BEYOND

STOREFRONT SILL BEYOND

REVISIONS 07 9200 1/4" SEALANT AND BACKER ROD

PIVOT DOOR DETAILS

PERFORATED PATTERN STUDIES WOOD SSG STOREFRONT SYSTEM

GLAZING

BRONZE FINISH METAL CAP

29

DAVE MOJICA

RETAIL INTERIOR 30

8/9/2018 3:35:14 PM 8/9/2018 3:34:17 PM

1

3 A301

3/8" = 1'-0"

_____________________

2 A901

STREET ENTRY

1 A901

_____________________

P-6

STORAGE 107

4.1

2 FLOOR PLAN

10

_____________________

3 A903

101-2

P-1

4 A902

_____________________

2 A901

10

_____________________

101-1

0'-0" FINISH FLOOR -0'-2" EXISTING SLAB

2 A901 SIM .

STREET ENTRY

_____________________

SD07 A201

_____________________

1 A901

5 A902

P-2

3/8" = 1'-0"

1 CD REFLECTED CEILING PLAN

_____________________

3 A301

4 A301

_____________________

23

4 A301

_____________________

W1A

21

8' - 0" V.I.F.

MP-2 11' - 0"

E

B

B

B

B

F

33 A904

P-6

8

B

B

B

B

B

B

B

F

B

_____________________

11' - 0"

F

21

WD-2

G1

G1

G1

G1

G1

G1

G1

21

5 A001

_____________________

10 A001

_____________________

9

G1

C

C

E

E

7

E

A

C

A

A

A

A

A

2

E

E

A

A

A

A

A

A

WESTERN TO VERIFY QUANTITIES

WOM-1 WD-2

9 A001

B

B

11' - 0"

E

F

T-2

_____________________

6

2 A902

2" DEPRESSED SLAB. SEE FLOOR TRANSITION DETAILS

22

W2D

WD-1

+0'-1/2" FINISH FLOOR -0'-2" EXISTING SLAB

W3A

3 A902

WOM-1

MDF-1

W3C

4

C-3

5

W3B

1 A902

101-3

W3B

5 3/4" 1' - 6 5/8"

T-2 WOM-1

STORAGE 107

WOM-1 T-2

21 A904

_____________________

C

10

A

EQEQ

A

A

A

A

A

E

E

E

17 A903

FIXTURES

C

C

MATERIALS

TAGS

_____________________

_____________________

18 A903

SALES FLOOR 101

W3C

+0'-3/4" FINISH FLOOR 0'-0" EXISTING SLAB

WD-1

2 A301

A

A

A

A

A

A

12' - 0"

C

P-6

E

E

A

A

A

A

A

A

EXIT SIGN

C

6

3

C

1

A

A

A

A

A

19 A904

SIDE WALL SPRINKLER HEAD

(E) SPRINKLER HEAD

SPRINKLER HEAD

SPEAKER

E

MDF-2

E

11

0° 0.0 10

A

W2E 2' - 0"

12

11

A302

W2E 1 1/2"

13

W2E

1 1/2"

LED DOWNLIGHT

RECESSED LINEAR LED

13

W2E

13

W2E

C

C

A

A

A

A

A

3

A

A

A

A

A

4' - 0" 15' - 7 3/8"

11

11

11

12

11

W2A

11

11

W2C

C

C

1.5" Concrete

J

9'-0"

SIM.

21 A904

_____________________

_____________________

1 A302

SECURITY CAMERA

LED STRIP

C

14 A904

TYP.

RECESSED ADJUSTABLE DOWNLIGHT

CIRCULAR LED WITH SHADE

CICULAR LED

A

LIGHTING

4 A903

A302

_____________________

22

WD-1

W2D

HVAC SUPPLY & RETURN RE: MECH ACCESS PANEL.

E

14

6"

TRACK LIGHTING

11

17

9' - 0"

MDF CEILING PANEL

A

CEILING HEIGHT ABOVE FINISH FLOOR

MDF-1

16

16

GYPSUM BOARD CEILING

9' - 8"

SALES FLOOR 101

P-6

WD-1

_____________________

S

0' - 0"

CEILING PLAN LEGEND

W3B

2 A301

_____________________

6"

13' - 10 1/8"

W3A

26 A903

_____________________

3' - 0"

3' - 6 7/8"

3' - 0"

89' - 0"

14 A903

W2A

104-1

W2A

5

9

W1B

4 A903

22

5 SIM

9

30"x48"

P-4

P-4

P-4

9

PTD

GB

SCD

MR

29 A903

10

11

RESTROOM 106

TP SND

T-1

_____________________

P-3 T-1

3

A302

30"x48"

1' - 6"

1' - 0"

W1A

2' - 2"

CHANGING ROOM 3 104

1 A904

29 A903

CHANGING ROOM 2 103

2 A904

_____________________

4

W1A

29 A903

_____________________

CHANGING ROOM 1 102

4 A001

_____________________

SD IN LAV

C-2

W1A

W3B

FE

2 A302

_____________________

W3A

W1A

W3A

3

20

W1A

4" TYP.

3

0'-0" FINISH FLOOR 0'-0" EXISTING SLAB

A302

BACK OF HOUSE 105

18

12' - 5 7/8"

3

11

W2A

18

13 A904

18

TYP.

6' - 4 1/2" WALL LAYOUT STARTS HERE

7

H

P-6

H

CHANGING ROOM 3 104

CHANGING ROOM 2 103

H

P-6

P-6

P-6

2

9' - 0"

P-4

D

RESTROOM 106

2 A302

_____________________

K

K

K

6. The minimum camera plan for this project shall be:

7' - 4 1/4"

P-4

10

K

BACK OF HOUSE 105 K

18

30' - 10 7/8"

EL SEGUNDO POLICE DEPARTMENT SECURITY CAMERA REQUIREMENTS

24

A302

3

WD-2

3

5 SIM

_____________________

5'0"

4 SIM

8 SIM

SIM 9

8

A302

9

9 SIM

4 A001

_____________________

A302

W3A

29 A903

_____________________

CHANGING ROOM 1 102

W2A

19

19

W2C

30"x48"

19

103-1

102-1

_____________________

3

P-4

9' - 1"

2

106-1

34' - 1 1/4"

3

4' - 0"

7' - 2 3/4" 8' - 11" 5' - 0" 5' - 0" 2' - 1"

3' - 4 3/8" 4' - 0"

4

4' - 0"

5'-0 "

4.1

EQ EQ

31

REFLECTED CEILING PLAN

4' - 0"

N

TO FACE OF PRODUCT

ALIGN 56"x60"

4' - 7" 2' - 8" 3' - 6"

FLOOR PLAN K

BREAK AREA

11' - 0"

4' - 7"

3

10.

9.

7.

8.

6.

5.

4.

1.

2.

3.

OFFIC E

7

W3A

18

W3B

EXIST. DOOR

10

STAIR

5

K

4

K

1

K

J

FIELD VERIFY CONDITIONS DEPICTED AS EXISTING. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES. DIMESIONS ARE TO FINISHED FACE OF WALL OR CENTERLINE OF FIXTURE/ITEM UNLESS OTHERWISE NOTED (UON).

ALL EXPOSED CEILING ELEMENTS TO BE PAINTED, INCLUDING: PIPING, CONDUITS, MECHANICAL UNITS AND DUCTWORK. VERIFY EXACT LIGHTING LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. ALIGN MECHANICAL DUCTS AND DIFFUSERS ON OPENING WHERE POSSIBLE. CONCEAL PIPING, CONDUITS AND CABLELING, WHERE POSSIBLE. REFER TO SPEC SECTION 26 5000 FOR ALL LIGHT FIXTURES AND ASSOCIATED ITEMS. MECHANICAL UNITS AND DUCTWORK SHOWN FOR REFERENCE ONLY; SEE MECHANICAL FOR ADDITIONAL INFORMATION. ALL CEILINGS AND LIGHT FIXTURES TO BE INSTALLED LEVEL AND ALIGNED IF AT THE SAME HEIGHT AND ADJACENT.

GENERAL NOTES

1

A301

11

W2A

7' - 5"

1

K

J

Addendum 2 Owner Revisions

20149503

Addendum 4 Addendum 2 Owner Revisions

A103

REFLECTED CEILING PLAN

SHEET TITLE

As indicated

SCALE

20149503

PROJECT NUMBER

06.08.2015

DATE

3 09.03.2015 2 07.08.2012 1 06.17.2015

REVISIONS

3209 Lionshead Ave Carlsbad, CA 92010 Tel: 760.846.5700 Contact: Tim Wakaruk Timw@prana.com

prAna

TENANT

830 S. Sepulveda Blvd Suite 104 El Segundo, CA 90245

Prana Manhattan Beach in El Segundo

PROJECT

A101

FLOOR PLAN

STAMP SHEET TITLE

3/8" = 1'-0"

GBD © 2014 SCALE

Tel. (503) 224-9656 gbdarchitects.com

1120 NW Couch St. PROJECT NUMBER Ste. 300 Portland, OR 97209

GBD Architects, Incorporated

06.08.2015

DATE

2 07.08.2012 1 06.17.2015

REVISIONS

3209 Lionshead Ave Carlsbad, CA 92010 Tel: 760.846.5700 Contact: Tim Wakaruk Timw@prana.com

prAna

TENANT

830 S. Sepulveda Blvd Suite 104 El Segundo, CA 90245

Prana Manhattan Beach in El Segundo

PROJECT

STAMP

Recent Work 2018

N

DAVE MOJICA

HUDSON EXCHANGE A | Multi-Family Mixed Use

Jersey City, NJ Role: Exterior Design Lead Client: Forest City Construction Type: New (High-Rise) Type IA Phase of Involvement: Schematic Design to Construction Documentation Size: 25,000 sf (Phase 1 of 2) Status: Built Fall 2017 (work done at Perkins Eastman) Hudson Exchange West is the first of a six block development 1/8th of mile from the Hudson River.

The inaugural tower offers views of Manhattan, the Statue of Liberty, and Jersey City’s Embankment Park. The project features an active retail level which anticipates the future expansion of The Embankment and the park scapes allowing this project to be a signal of what can grow from the rich history of Jersey City.

4TH

The exterior approach examines the relationship between the building exterior and its immediate context. The building enclosure is composed of three elements: a light vertical pin inset within a sterotomic wrapper, combined with a lightweight folded screen. This exploration looks at achieving two different expressions on the tower facades to strengthen the concept of the pin and the wrapper; while maintaining the equal glazing percentages in both systems. The solution is to express the lightweight pin in a vertical format while the sterotomic wrapper takes on a heavier horizontal format which is cellular in nature.

REN WAR

ST

STR

EET 4TH

EET

STR

WA R

REN

ST

EET

STR

H

6T

6TH

ET

RE

ST

PHASE 1 TOWER North West Corner 32

PHASE 1 TOWER North East Corner

PHASE 1 and 2 Towers

Recent Work 2018

HUDSON EXCHANGE MASTER PLAN 33

DAVE MOJICA

2 A-301

1 A-302

1 A-201

50 FRANKLIN ST, SU T. 617.449.4000

2 A-302

PROJECT TEAM: OWNER:

SP-1: FIRE PUMP ROOM

STAIR

P-1: WATER METER ROOM

UP

P-3 & P-4: SEWAGE/SUMP

RETAIL 2

E3: EMERGENCY DISTRIBUTION

MEP/FP CORRIDOR

STAIR 123

UP

EGRESS CORRIDOR

E-2: SWITCHGEAR/DIST. ROOM P.E.

P.E.

E3

E4

RETAIL 3

E1: SERVICE

CORRIDOR

5 A-302

STORAGE

OFFICE

5 A-302

ELEVATOR LOBBY COPY/ KITCHEN CORRIDOR RESIDENTIAL TRASH & RECYCLING

CONFERENCE ROOM BATHROOM

F.E.

F.E.

1 A-301

1 A-301

4 A-302

KEY PLAN:

2 A-202

4 A-302

FREIGHT LOBBY CLOSING STATION

COFFEE/ LEASING BAR

CLOSING STATION

MAIL

WAITING AREA

10' - 0"

CLOSING STATION

E-5: EMERGENCY GENERATOR

2" EXPANSION JOINT

4 A-404

SALES CENTER

SEAL:

CORRIDOR

TOUCH SCREEN

VESTIBULE CONCIERGE DESK

DN

CUSTODIAL RESIDENTIAL LOBBY

FIRE COMMAND

MAINTENANCE SHOP

WC / SHOWER

PARKING RAMP: TWO-WAY TRAFFIC

PACKAGE

DETENTION TANK ROOM

PROJECT INFORMATION:

UP

SP-3: FIRE RESERVE TANKS

HUDSON EXCHAN PHASE 1 CITY FILE #: PROJECT #:

MAINTENANCE OFFICE

PROJECT ISSUE DATE: PROJECT STATUS:

STAFF W.C. PET WASHING

P-2: GAS METER ROOM

c:\REVIT LOCAL\53411_Hudson Exchange West_Architectural_l.patterson.rvt 7/2/2014 8:14:28 PM

LINE OF CANOPY ABOVE P.E.

P.E.

5 0 S

DRAWING INFORMATION:

LEVEL 1 PLAN

GAS METER AREA LOADING VEST.

PARKING LOBBY

PARKING PAYMENT MACHINES

PHASE 1A - RECEIVING AND LOADING 3-BAY TRUCK PARKING

DRAWING HISTORY:

NO.

DATE

D

STAIR UP

2 A-301

1

1 A-302

Floor Plan - Level 1 1/8" = 1'-0"

LEVEL 1

2 A-302

SHEET #:

34

A-

Recent Work 2018

2 A-301

1 A-302

1 A-201

50 FRANKLIN ST, SUITE 203 BOSTON, MA 02110 T. 617.449.4000 www.perkinseastman.com

2 A-302

PROJECT TEAM: OWNER:

SLOPES DOWN

SLOPES DOWN

YOGA / SPINNING STUDIO

CARDIO

W/D

TV

A9

UP

FULL HEIGHT MIRROR

A3 W/D

RESISTANCE MACHINES/BOXING

STORAGE

HEALTH CLUB DOUBLE-HEIGHT SPACE 2,448 SF

JAN CLOSET

9TH FLOOR RESIDENTS ONLY

FREE WEIGHTS SLOPES DOWN

FULL HEIGHT MIRROR

W/D

STAIR

A4

SLOPES DOWN MEN'S RESTROOM P.E.

P.E.

E3

E4

SCULPTED GREENSCAPE

BUILT-IN PLANTERS

FIREMAN'S TOOLS KITCHEN/ COPY

CUBBIES

KEYCARD ACCESS

STORAGE CIRCULATION DOUBLE-HEIGHT SPACE

RESIDENT MANAGER

RECEPTION STEPPED BUILT-IN PLANTERS

T ASSISTANT MANAGER

1 A-301

MANAGEMENT OFFICES 1,111 SF

F.E.

F.E.

E2

E1

R OUTDOOR YOGA STUDIOS, TYP

WOMEN'S RESTROOM

1 A-301

POD

MANAGER

STAIR WAITING

AV / STORAGE

KEY PLAN:

2 A-202

BUILT-IN PLANTERS POD POD

REF.

CATERING KITCHEN

SPILLWAY

SCREEN & HIGH RESOLUTION PROJECTOR

KITCHENETTE / BAR

INFINITY EDGE LAP POOL

MEDIA

CLUB ROOM DOUBLE-HEIGHT SPACE 4,207 SF

COCKTAIL TABLE BAR SEATING

NORTH

SEAL:

FIREPLACE

TV DINING

LOUNGE

RECREATION POOL

NANAWALL

POKER / GAMES INFINITY EDGE HOT TUB

CLUB ROOM DECK POOL / PING PONG

BUILT-IN BANQUETTE SEATING PROJECT INFORMATION:

FIRE PIT W/BUILT-IN BENCHES BUILT-IN PLANTERS

TRELLIS ABOVE

HUDSON EXCHANGE WEST PHASE 1A

GRILL AREA CITY FILE #: PROJECT #: PROJECT ISSUE DATE: PROJECT STATUS:

54311.00 06.27.2014 SCHEMATIC DESIGN

c:\REVIT LOCAL\53411_Hudson Exchange West_Architectural_l.patterson.rvt 7/2/2014 8:15:26 PM

DRAWING INFORMATION:

P.E.

OUTDOOR LOUNGES, TYP

P.E.

LEVEL 9 AMENITY FLOOR PLAN

VESTIBULE

DRAWING HISTORY:

NO.

1 A-302

2 A-301

1

LEVEL 9 - AMENITY LEVEL

Floor Plan - Level 9

DATE

2 A-302

SHEET #:

1/8" = 1'-0"

35

DESCRIPTION

A-109

DAVE MOJICA

450’-0” Tower 2

Penthouse

L9-39 - Units

420’-0”

A A

A

Garage 120’-0”

L9 - Amenities

L2-8 - Units

100’-0”

20’-0” L1 - Lobby, Sales, and Retail

KEY PLAN

A-A SECTION THROUGH TOWER 1 36

0’-0”

Recent Work 2018

1 A-201

2 A-301

W/D

16'

A9

A3

A3

CL

A7

STANDPIPE STAIR

W/D

W/D

1 A-111

W/D

W/D

W/D

STANDPIPE

A1

W/D

STAIR

A4

P.E.

P.E.

FIREMAN'S TOOLS

A2

W/D

ELEVATOR LOBBY

A2

W/D

T F.E.

39'

2 A-202

R

F.E.

1 A-301

1 A-301

A6 6' - 0 1/4" W/D

STAIR 1 A-301

A1 2' - 0" W/D

W/D

W/D

A7

A8

W/D

A5 W/D

ELEC C EVERY PRV A 1 A-202

2 A-301

2

Floor PlanTYPICAL - LevelsUNIT 11-35FLOOR

1

1/8" = 1'-0"

37

Floor Plan - Enlarged Core (Typ.) 1/4" = 1'-0"

DAVE MOJICA

Pin

Wrap

Fold

ENVELOPE STRATEGY

38

Recent Work 2018

Pin

Wrap

Pin

Wrap

CLADDING PATTERN STUDY

WRAP - CELLULAR STUDY

39

Pin

Wrap

DAVE MOJICA

PIN AND WRAP COMBINATION STUDY

PIN AND WRAP COMBINATION STUDY 40

Recent Work 2018

VIEW FROM NW CORNER 41

DAVE MOJICA

VIEW FROM SW CORNER 42

Recent Work 2018

1

2

3

4

5

6

PGA

6

5

4

3

2

1

ROOF - UPPER PENTHOUSE 384' - 0"

ROOF - UPPER PENTHOUSE 384' - 0"

ROOF - LOWER PENTHOUSE 373' - 0"

ROOF - LOWER PENTHOUSE 373' - 0"

PENTHOUSE 351' - 8"

PENTHOUSE 351' - 8"

Level 35 342' - 0"

Level 35 342' - 0"

Level 34 332' - 4"

Level 34 332' - 4"

Level 33 322' - 8"

Level 33 322' - 8"

Level 32 313' - 0"

Level 32 313' - 0"

Level 31 303' - 4"

Level 31 303' - 4"

Level 30 293' - 8"

Level 30 293' - 8"

Level 29 284' - 0"

Level 29 284' - 0"

Level 28 274' - 4"

Level 28 274' - 4"

Level 27 264' - 8"

Level 27 264' - 8"

Level 26 255' - 0"

Level 26 255' - 0"

Level 25 245' - 4"

Level 25 245' - 4"

Level 24 235' - 8"

Level 24 235' - 8"

Level 23 226' - 0"

Level 23 226' - 0"

Level 22 216' - 4"

Level 22 216' - 4"

Level 21 206' - 8"

Level 21 206' - 8"

Level 20 197' - 0"

Level 20 197' - 0"

Level 19 187' - 4"

Level 19 187' - 4"

Level 18 177' - 8"

Level 18 177' - 8"

Level 17 168' - 0"

Level 17 168' - 0"

Level 16 158' - 4"

Level 16 158' - 4"

Level 15 148' - 8"

Level 15 148' - 8" Level 14 139' - 0"

PGA

Level 14 139' - 0" Level 13 129' - 4"

Level 13 129' - 4"

Level 12 119' - 8"

Level 12 119' - 8"

Level 11 110' - 0"

Level 11 110' - 0"

Level 10 100' - 4"

Level 10 100' - 4" Level 9 90' - 8"

STAIR D ROOF 87' - 0"

STAIR D ROOF 87' - 0"

Level 8 81' - 0"

PG Level 7 79' - 8"

PG Level 7 79' - 8"

Level 7 69' - 4"

PG Level 6 69' - 0"

PG Level 6 69' - 0"

Level 6 59' - 8"

PG Level 5 58' - 4"

PG Level 5 58' - 4"

Level 5 50' - 0"

PG Level 4 47' - 8"

PG Level 4 47' - 8"

Level 4 40' - 4"

PG Level 3 37' - 0"

PG Level 3 37' - 0"

Level 3 30' - 8"

PG Level 2 26' - 0"

PG Level 2 26' - 0"

Level 2 21' - 0"

Level 1 0"

Level 1 0" PGB

PGC

SOUTH ELEVATION (Pin Facade)

NORTH ELEVATION (Wrapper Facade) 43

Level 9 90' - 8" Level 8 81' - 0"

Level 7 69' - 4" Level 6 59' - 8" Level 5 50' - 0" Level 4 40' - 4" Level 3 30' - 8" Level 2 21' - 0"

Level 1 0"

DAVE MOJICA

LOBBY ENTRY | DESIGN DEVELOPMENT

LOBBY ENTRY | CONSTRUCTION DOCUMENTATION 44

Recent Work 2018

LOBBY ENTRY | FALL 2017 45