2014 Portfolio

Art Libra ry Shelt lteer

y Su

rfffaac ace ce

rface

Cir i cuula laattiio on

Dinnn ing

1 DIVERGE

2 REVOLUTION

3 TRANSFIX

4 ENGAGE

5 EUPHORIA

Peter Trio 2014 PETER T. TRIO 201412270944

1 DIVERGE FROM EXPECTATION

1 REDISCOVER THE POTENTIAL

Proffesor James Dallman │ Peculiar Craft Studio │ Fall 2012

SOCIAL PROGRESS INDEX FOUNDATIONS OF WELLBEING: UNITEED STATES OF

2 THE AMERICAN REVOLUTION

Coworking leads to a

71% creativity boost

90%

and a

increase in self-confidence -Fast Company

Decline of the 1980’s

“CORPORATE IDEAL”

X 2014 AMERICA # 36

R evolution

The Corporate

2 GAIN IS TO SACRAFICE

Current

Prop

Core Exclusive

20,000

10,000

0

30,000

Double Height

Double Height

VS

46th Floor

Shared

30,000

40,000

Shared

45th Floor

Core Exclusive

40,000

Proposed 50,000

Propose

45th Floor

20,000

10,000

ore Exclusive

0 SF

Current

50,000

45th Floor

10,000

ore Exclusive

Core Exclusive

Current

20,000

Shared

30,000

45th Floor

Core Exclusive

40,000

Double Height

50,000

44th Floor

Current

Proposed

2 ILLUMINATION ON PRODUCTIVITY

Current

Proposed

cd/m2 1000+

Light Penetration

900 800 700 600 500

Ideal

400 300 200 100 0

Proffesor Kyle Reynolds│High Performance High Rise│Spring 2013

She

lter

Pla yS

Lib

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rt

urf

K. P Mu Pur lti pos e

lay

Sur

ace

fac

e

Ou Cla tdoor ssr oo m

Shel

Libra ter

Play

Art ry

Surfa

ce

Cir cul

atio

K. Pl

ay Su

Mult i Purp os

n

rface

e

Ad

Din

nin

Out d Clas oor sroo m

Circ

ulati

on

3 TRANSFIX EDUCATIONAL DUALITIES

g

min

Cla

ssr oo

ms

Spe Ed. cial Kin

der

Clas

sroo

gar

ten

ms

Spec ial Ed. Gy

m

Kind

erga

rten

n

Gym

Adm

in

Dinn

ing

3 IN ATTEMPT TO BALANCE

foilage

topographic duality

site

3 SPLICE THE DIVIDE

Proffesor Ken Dallan│ Education in the Urban Landscape│ Spring 2012

4 ENGAGE THE GLOBAL GENERATION

Emerging Green Builders│The Sandburg Gardens│ Study Abroad India

4 REDEFINE THE DEFINITION OF LOCAL

Emerging Green Builders│The Sandburg Gardens │ The Lisbon Food Village

Sandburg Gardens

Phase 2 Stormwater Mitigation

Based o of a collection area of 50000 feet, we would need a 3000 gallon cistern to meet all dem watering rates, water demand in the garden is 1250 gallons per week, or about 30000 gallons pe is designed with a factor of safety of 1.5 the cistern would reach 4500 gallons.

4 EMBRACE THE COMMODITY

The water diverted through the aquablock system alone per year is estimated to be 30,000 gallo

mand. Also, based off of normal er growing season. If the system

ons. This is not counting the

4,000 SF Rain Garden Infiltration 4,500 Gallon Aquablock System

Storm Sewer Ov

The Sandburg Gardens│ Constructed 2014

Time - Cost Benefit Analysis Correspondent:

Independent Reps

Time sample taken from my work hours during the entire month of April 2014

Contractors

Developers

Architects

Clients

Correspondence - April 2014 60

Clients

50

Independent Reps

Architects

40

Developers

30 20 10 0

Time Spent: Projects:

Forecasted Sales:

Contractors

13 hrs

48 hrs

8 hrs

9 hrs

4 hrs

El Centro (100%) Bronzeville (60%)

Macaque (100%) Polar Bear (25%) Big Ez (0%) Hilary Grace (50%)

Eschweiler (30%)

Lowlands (100%)

Van Buren Lofts (40%)

$36,406

$46,611

$100,000

$67,000

$80,000

Ideal Correspondence

$25,000/Hour

Independent Reps $20,000/Hour

Contractors

$15,000/Hour

Clients

$10,000/Hour

Developers

$5,000/Hour

$0/Hour

CONSULTING SCHEMATIC

Sales Per Hour:

$2,800/Hour

Structural Analysis

$971/Hour

$12,500/Hour

$7,444/Hour

Out-Source Through Structural Engineer Ex. Boyd Coleman

(Optional)

Site Analysis

Site Visits - Photos - Documentation Plan Retrieval - Measurements Site Conditions - Wind - Accessibility Solar Analysis - Ecotect - Meetings Stormwater Analysis

Estimates & Options

System Selection - Feasibility Report Budget Estimates - Product Selection Product Research Cost/Benefit Analysis

Schematic Design

System Design - Project Renderings Section Details - Schematic Plans

Grant Writing (Optional)

Total Cost

Grant Research - Writing Stormwater Modeling Grant Calculations

Architects

$20,000/Hour

1-3 Hours $120/Hr

$240

3-5 Hours $30/Hr

$120 3-5 Hours $30/Hr

$120 2-5 Hours $40/Hr

$140 8-15 Hours $60/Hr

$720

STA

STA

$400 and Up

TPO MEMBRAN

TPO MEMBRAN

M

LEAK D

5 FRAMEWORK FOR A PRAGMATIC AGE

M

LEAK D

STANDARD MEMBRANE STANDARD MEMBRANE STANDARD MEMBRANE TPO MEMBRANE

NE

NE

GROWTH MEDIA FILTER FLEECE DRAINAGE/RETENTION PRE VEGETATED TILES PROTECTION FLEECE PRE VEGETATED TILES GROWTH MEDIA GROWTH MEDIA FILTER FLEECE METAL EDGE FILTER FLEECE DRAINAGE/RETENTION PRE VEGETATED TILES DRAINAGE/RETENTION PROTECTION FLEECE

TILE SYSTEM TILE SYSTEM

PRE VEGETATE

TILE SYSTEM

M

FILTER FLEECE METAL EDGE DRAINAGE/RETENTION METAL EDGE PROTECTION FLEECE

TPO MEMBRANE MEMBRANE

PROTECTIO

PRE VEGETAT PRE VEGETA PROTECTI PROTECT M

PROTECTION GROWTHFLEECE MEDIA TPO MEMBRANE TPO MEMBRANE

PRE VEGETA

PROTEC

CLIPPINGS METAL EDGE

LEAK DETECTION CLIPPINGS MEMBRANE MEMBRANE LEAK DETECTION LEAK DETECTION MEMBRANE LEAK DETECTION

GROWTH MEDIA FILTER FLEECE DRAINAGE/RETENTION CLIPPINGS PROTECTIONCLIPPINGS FLEECE GROWTH MEDIA ROOT BARRIER GROWTH MEDIA FILTER FLEECE METAL EDGE FILTER FLEECE DRAINAGE/RETENTION CLIPPINGS DRAINAGE/RETENTION PROTECTION FLEECE

CLIPPINGS CLIPPINGS CLIPPINGS

PROTECTION FLEECE GROWTH MEDIA ROOT BARRIER ROOT BARRIER FILTER FLEECE METAL EDGE DRAINAGE/RETENTION METAL EDGE PROTECTION FLEECE ROOT BARRIER

SEMI-INTENSIVE

METAL EDGE PLANTINGS GROWTH MEDIA PLANTINGS FILTER FLEECE PLANTINGS DRAINAGE/RETENTION GROWTHFLEECE MEDIA PROTECTION GROWTH MEDIA ROOT BARRIER

SEMI-INTENSIVE SEMI-INTENSIVE SEMI-INTENSIVE

PLANTINGS FILTER FLEECE METAL FILTEREDGE FLEECE DRAINAGE/RETENTION DRAINAGE/RETENTION GROWTH MEDIA PROTECTION FLEECE PROTECTION FLEECE ROOT BARRIER ROOT BARRIER FILTER FLEECE METAL EDGE DRAINAGE/RETENTION METAL EDGE PROTECTION FLEECE ROOT BARRIER METAL EDGE PLANTINGS GROWTH MEDIA

PLANTINGS FILTER FLEECE PLANTINGS DRAINAGE/RETENTION GROWTHFLEECE MEDIA PROTECTION GROWTH MEDIA ROOT BARRIER

TANDARD MEMBRANE

TANDARD MEMBRANE

PRE VEGETATED TILES

PRE VEGETATED TILES

TILE SYSTEM

TRAY SYSTEM

TILE SYSTEM

TRAY SYSTEM

GROWTH MEDIA FILTER FLEECE

PRE VEGETATED MODULE

DRAINAGE/RETENTION PRE VEGETATED TILES

PROTECTION FLEECE

PROTECTION FLEECE GROWTH MEDIA

MEMBRANE PRE VEGETATED MODULE

FILTER FLEECE METAL EDGE DRAINAGE/RETENTION

PROTECTION FLEECE

PROTECTION FLEECE

MEMBRANE METAL EDGE

PLANTINGS FILTER FLEECE METAL FILTEREDGE FLEECE DRAINAGE/RETENTION DRAINAGE/RETENTION GROWTH MEDIA PROTECTION FLEECE PROTECTION FLEECE ROOT BARRIER ROOT BARRIER FILTER FLEECE METAL EDGE DRAINAGE/RETENTION METAL EDGE PROTECTION FLEECE

FOOD ROOF FOOD ROOF FOOD ROOF FOOD ROOF BLUE ROOF BLUE ROOF

ROOT BARRIER STORMWATER METALPOOL EDGE TRITOflex MEMBRANE LEAK DETECTION STORMWATER POOL TRITOflex MEMBRANE LEAK DETECTION

CLIPPINGS

C

MEMBRANE

DETECTION

MEMBRANE

DETECTION

CLIPPINGS

CLIPPINGS

C

GROWTH MEDIA FILTER FLEECE DRAINAGE/RETENTION CLIPPINGS PROTECTION FLEECE GROWTH MEDIA ROOT BARRIER FILTER FLEECE

Hanging Gardens│ The Nexus

FUTURE BRIDGE BY OTHERS

8”

STEEL COLUMN

DRAIN ACCESS BOX CUSTOM

3 HG1

18'-5"

9"

ATHLETIC SOD

14'-0"

RIVER STONE

5” GROWTH MEDIA HG 4000

BOOT FLASHING & INSULATION NOT NEEDED

FILTER FLEECE HG 3710

R.D.

PROTECTIVE FLEECE HG 3320

CONCRETE DECK

ROOT BARRIER HG 3210 COLD SALTWATER MEMBRANE HG 3110

FLUSHING DRAIN C

LEAK DETECTION TBD BY CONTRACTOR HG 1300

4 HG1

DRAIN & COLUMN DETAIL 2 HG1 1” = 1’-0”

2’

CENTER PAVER IN DRAINAGE ZONE HG 3930 PAVER HG 5300 RIVER STONE

METAL STUDS D APPLY TRITOTROWEL PRIOR TO STUD CONSTRUCTION

METAL EDGE HG 3930 FILTER FLEECE HG 3710 BLUE ROOF SDD DOUBLE STACKED HG 3651 PROTECTIVE FLEECE HG 3320

CONCRETE DECK

111'-3"

ROOT BARRIER HG 3210 COLD SALTWATER MEMBRANE HG 3110

DRAINAGE PAVER DETAIL 3 HG1 1” = 1’-0”

CAST STONE COPING

CONCRETE TOPPING

R.D.

T.O. PAVE 126'-0"

TEMPORARY GUARDRAIL

TEMPORARY METAL CHANNEL PAVERS HG 5300 PEDESTALS HG 5100

TRITOFLEX/TROWEL TO COAT E ENTIRELY NON-PERFORATED METAL EDGE PRIOR TO INSTALLATION OF METAL CHANNEL

10'-0"

STAIN TYP.

PROTECTIVE FLEECE HG 3320 ROOT BARRIER HG 3210 COLD SALTWATER MEMBRANE HG 3110 LEAK DETECTION PER MANUFACTURERS REQUIREMENTS HG 1300

CONC PAVE ADJU PEDE

PEDESTAL - FUTURE BRIDGE DETAIL 4 HG1 1” = 1’-0” R.D.

TURN-BAR ATTACHED TO ANY CONCRETE PARAPET WALL CONSISTENTLY 2” ABOVE FINISH FLOOR HEIGHT

METAL EDGE HG 3930 FILTER FLEECE HG 3710 BLUE ROOF SDD DOUBLE STACKED HG 3651 PROTECTIVE FLEECE HG 3320

ROOF PLAN OVERLAY 1 HG1 1/8” = 1’-0”

ROOT BARRIER HG 3210 COLD SALTWATER MEMBRANE HG 3110

HARDSCAPE TRANSITIONS 4 HG1 1” = 1’-0”

--& +!, Scale 1/8" = 1'-0"

A. Exac

B. Place

C. Engi heights determ

SET BACK TRAY SYSTEM 18” MINIMUM FROM EDGE OF ROOF

18”

D. Trito simple

HYDROPACK HG 6510 PROTECTIVE FLEECE HG 3320

HYDROPACK HG 6510 ALTERNATE PERFORATED F METAL EDGE HG 3927

ROOT BARRIER HG 3210 TRITOFLEX MEMBRANE HG 3110

ROOT BARRIER TO WRAP INSIDE EDGE

LEAK DETECTION HG 1300 TRITOBOARD

TRITOFLEX/FABRIC TIE-IN OVER METAL FLASHING

TRITOBOARD ADHERED WITH LOW RISE FOAM ADHESIVE

TRAY SYSTEM DETAIL 5 HG1 1” = 1’-0”

Prior DRAIN ACCESS E. BOX C Tritofle should ATHLET

5” GROWTH MEDIA H F. Edgin alterna FILTER FLEECE H

G. Bot CONCRET

FLUSHING DR

TAPERED INSULATION ADHERED TO CONCRETE WITH LOW RISE FOAM ADHESIVE OR MECHANICALLY FASTENED IN AREAS WITH METAL DECK

5 EMANATE MILWAUKEE - ST. LOUIS - NEW ORLE

CENTER PAVER IN DRAINAGE ZONE H

PAVER H RIVER

METAL EDGE H FILTER FLEECE H

5 A4.4

59'-6" 25'-10"

W61 N617 Mequon Avenue Cedarburg, WI 53012 p: 262.377.6039 | f: 262.377.2954

15'-2"

18'-11"

P R O J E C T

%01 +-/)$! !/*),'

Shower

Queen Bed

60 x 36

FEC

6'-0"

STB-4

TRAY SYSTEM 10'-6"

CAST STONE COPING

1/2#12/%

408 W Florida St Milwaukee, WI 53204

24�

W/D

A

1 5/8"

301

30"

NEW CONSTRUCTION

19'-5 1/4"

ADD ALT. #1 PAINTED STEEL COLUMN (TYP)

1 HG1

24 DW

R.D.

RIVER STONE W/ STAINLESS EDGE

SLOPE STRUCTURE 1/4" PER FOOT

CONCRETE PAVERS ON ADJUSTABLE PEDESTALS

7 A6.2

R.D.

15'-2" VIF

C: 6'4.25"

30"

C: 6'4.25" STRUCTURAL ENGINEER

EXISTING BUILDING COORDINATE W/ FINAL FINISHED FLOOR ELEVATION OF EXISTING BUILDING

T.O. PAVERS 126'-3"

office 877.266.0015 fax 414.877.0049

PIERCE ENGINEERS INC 241 N. Broadway Ave, Stuite 500 Milwaukee, WI 53202 p: 414.278.6020

CIVIL ENGINEER

16745 W Bluemound Rd Brookfield, WI 53005-5938 p: 262.317.3268

C: 6'4.25"

C: 6'4.25"

111'-8" 47'-5 1/4"

SOD SYSTEM

R.D.

C: 6'4.25"

C: 6'4.25"

60 x 36

Shower

30"

STAINLESS EDGE, TYP.

W/D

REVISIONS 30"

8" TYP.

Shower

2 RIVER STONE W/ STAINLESS HG1 EDGE

2

B

WORK SURFACE

60 x 36

3

302

R.D.

HISTORICAL 12-23-2013 SUBMITTAL - PART II HISTORICAL 03-18-2014 SUBMITTAL - PART II PERMIT SET 10-10-2014

A

Queen Bed

C: 6'4.25" 30"

30"

C: 6'4.25"

24 DW

30x72 STAINLESS TABLE 60 x 36

Shower

20'-5"

Queen Bed

5 HG1

FEC

LINEN

TRAY SYSTEM

CAST STONE COPING

1

24 DW

ATHLETIC TURF

CRETE ERS ON USTABLE EDSTALS

R.A. SMITH

BLUE ROOF SYSTEM PRECAST STRUCTURE TO BE FLAT, SET ROOF DRAINS 2" ABOVE MEMBRANE

NLESS EDGE,

technical@hanging-gardens.com

D

W

30x72 STAINLESS TABLE

ADD ALT. #1 PAINTED BEAM ABOVE, SHOWN DASHED (TYP)

Global Water Center 247 W. Freshwater Way Suite 210 FLORIDA LOFTS, LLC Milwaukee, WI 122 W. Washington Ave, Suite 101 Madison, WI 53703-2718 53204 p: 608.289.8054 O W N E R

DEMO FLOOR SLAB PROJECTION

TENT STORAGE 5' x 10' x5'

RIVER STONE W/ STAINLESS EDGE

STA-4

48'-7"

DATE

59'-11"

OCTOBER 10, 2014 N U M B E R

199312.05

5 A4.2

SHEET TITLE

()/$ +--/ +!, GENERAL ROOF NOTES

N

1. FLOOR DRAINS SHOWN FOR INTENT ONLY, COORDINATE IN FIELD w/ ARCHITECT 2. PROVIDE LIGHTWEIGHT CONCRETE TOPPING WHERE REQUIRED

BY BLUE ROOF SYSTEM AT PRECAST PLANK JOINTS

S H E E T

N U M B E R

Blue Roof

P R O J E C T

The Brix

ERS/LAWN

7'-0"

The Kubala Washatko Architects, Inc.

PRECAST STRUCTURE TYP.,

BY OTHERS

13'-10 1/2"

SHEET TITLE

Sheet Title

AX.X S H E E T

N U M B E R

408 W Florida Street Milwaukee, WI 53204

ct drain locations to be coordinated in field. If possible keep 6� away from walls of storage space.

-.4/)'(1 5 (% 2"!+! !0(!1*- /#()1%#10 ,# ++ )'(10 %0%/3%$

ement of irrigation spicket, must be coordinated with plumbing contractor and irrigation contractor, minimum of 40 psi.

-.4/)'(1 5 (% 2"!+! !0(!1*- /#()1%#10 ,# ++ )'(10 %0%/3%$

ineering of the roof drains must be coordinated with plumbing plans. The heights of the roof drains should be adjustable and exact s will be determined during flood test prior to the installation of the vegetated roof. The location of the flushing drain will also be mined pending results of the flood test.

otrowel should be applied to concrete prior to the construction of the framing on the storage units. This can be applied with a can and brush with no equipment needed.

HG 3930

EANS

HG 5300 R STONE

HG 3930 HG 3710

14'-0"

PRECAST STRU

BY OTHERS

CAST STONE COPING

STB-4 FEC

6'-0"

R.D.

59'-6" 25'-10"

ROOF PLAN

4 HG1

RIVER STONE W/ STAINLESS EDGE

24�

HG 1

ADD ALT. #1 PAINTED STEEL COLUMN (TYP)

Hanging Gardens│The Green Infrastructure Lab │ The Brix

METAL STUDS

D APPLY TRITOTROWEL PRIOR TO STUD CONSTRUCTION

TENT

SHEET TITLE

SHEET NUMBER

3 HG1

Development

LEAK DETECTION TBD BY CONTRACTOR HG 1300

2’

18'-5"

11/5/2014

COLD SALTWATER MEMBRANE HG 3110

DRAIN & COLUMN DETAIL 2 HG1 1� = 1’-0�

9"

PROJECT PHASE RIVER STONE HG 4000 ng will be provided as an alternate. In order to save on costs and maintain quality, a monolithic system could also be explored as an BOOT FLASHING & INSULATION NOT NEEDED ate 3710 to the tray system.

Design HG PROTECTIVE FLEECE HG 3320 th DECK stairwell roofs will indclude a (tie off) in order to carryout maintenance.

TE ROOT BARRIER HG 3210 ISSUE DATE

RAIN C

FUTURE BRIDGE BY OTHERS

8�

r to the installation of the temporary metal runner, a separate piece of non-perforated edging should be installed and coated STEEL with COLUMN CUSTOM ex and Tritotrowel to ensure the integrating of the blue roof system. Upon the installation of the connector bridge Tritotrowel dTIC beSOD re-applied to the edge to ensure no penetrations were made during installation.

ADD ALT. #1 PAINTED BEAM ABOVE, SHOWN DASHED (TYP)

1 HG1 R.D.

CONCRETE TOPPING

5 IN PURSUIT OF EUPHORIA

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