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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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
Publications│Presentations │ Website