Diego Macias Portfolio

contact: 915.227.8037 [email protected]

portfolio

diego macias

mailto:maciasdo%40mail.uc.edu?subject=

contact:

University of Cincinnati, Cincinnati, OH GPA - 3.6 (in progress) Master of Architecture

New Mexico State University, Las Cruces, NM GPA - 3.1 Bachelor of Science in Civil Engineering

• Perform structural analysis on a multi-story structure using ASCE-7 design standards • Design concrete, masonry, and wood structures, including individual components,

such as beams, slabs, columns, and walls according to Load Resistance Factored Design or Allowable Stress Design

• Design a recycling center, laboratory science center, and a residential tower from an architectural program

• Prepare drawings for building construction utilizing Building Information Modeling, with software ArchiCAD and REVIT

• Perform suppression system analysis of a high voltage transformer with REVIT, AutoCAD, and HydraCAD

• Perform survey walk down of a Residential High-Rise with a Professional Engineer to preplan suppression and fire alarm systems, ensure architectural drawings are accurate, and evaluate life safety of building

• Travel to electrical substations with a Professional Fire Protection Engineer to identify electrical and mineral oil hazards for a fire pre-plan

• Travel to electrical substations with an experienced Electrical Engineer and identify circuit breakers, transformers, current and potential transformers, electro-mechanical relays, and digital relays for labeling

E.I.T.LEED Green Asociateclick here for portfolio

diego macias

education

• Revit-AutoCAD• Rhino-Grasshopper• Adobe Photoshop-Adobe Illustrator-Adobe InDesign• Microsoft Office• Sketchup-3dsMAX• Maya• RISA-KY-Pipe-HydraCAD-ArchiCAD-Form-Z• HTML-CSS

projects

skills

http://issuu.com/maciasdo/docs/portfolio-final_3cec1099b5fd0e/1

915.227.8037 [email protected]:

E.I.T.LEED Green Asociateclick here for portfolio

diego macias

work

Process Plus Cincinnati, OH (Dec 2014 - Present)Architectural Designer, Co-op

• Develop schematic and construction documents for architects, structural engineers, and mechanincal engineers under company/client standards with REVIT, AutoCAD Architecture, and AutoCAD MEP

• Assist architects with building code study, such as NFPA 13, IBC and OBC• Submit packages for review, bid, and construction under company standards using

Microsoft Access• Architectural visualization for schematic and final review using Revit native rendering,

Revit cloud rendering, 3dsMax mental ray, and 3dsMax mental ray with Backburner

Amped I, LLC Chicago, IL (July 2012 - August 2013)Junior Consultant-Fire Protection Engineering

• Assist Professional Fire Protection Engineers with sprinkler designs to ensure hydraulic demands according to NFPA 13 standards are ensured, as well as prepare shop drawings

• Assist with Fire Alarm designs to meet NFPA 72 standards• Read and interpret IBC, IFC, and other industry specific codes to assist with fire

protection/life safety • Introduce Building Information Modeling with Revit and create 3D PDF’s of Revit models

to collaborate and improve presentation• Develop, organize and maintain CAD standards

Bridge Inspection Program, NMSU Las Cruces, NM (July 2011 - Dec 2011)Bridge Inspector, Co-op

• Served as engineering aide in field inspection to find structural and material defects of bridges and culverts, including the superstructure, the substructure, and other factors that could influence structure

• Inspected 120 bridges with a partner and professional engineer supervisor• Write reports summarizing inspection according to Federal Highway Administration’s

National Bridge Inspection Standards

Urban Oasis Landscape Design El Paso, TX (October 2007 - April 2008) Landscape Architect Assistant

• Fix drawings corrected by the Landscape Architect using AutoCAD • Have proposed designs reviewed by City of El Paso Building Department• Create cost estimates using AutoCAD, Microsoft Excel, and Microsoft Word


http://issuu.com/maciasdo/docs/portfolio-final_3cec1099b5fd0e/1


table of contentsmartial arts center

studio collaboration table

hand made

home/bridge inspection

chinese rainbow bridge

wooden skyscraper

post-occupancy evaluation

office to kitchen renovation

kitchen/cafe renovation

bathroom(s) remodel

office remodel

plumbing a building

structural design

fire protection


table of contentsmartial arts center

studio collaboration table

hand made

home/bridge inspection

chinese rainbow bridge

wooden skyscraper




bathroom(s) remodel

office remodel

plumbing a building

structural design

fire protection

diego macias


martial arts center


martial arts center

diego macias



diego macias



diego macias



diego macias


jewish community center


THE POST-OCCUPANCY EVALUATION INVOLVED A TEAM OF STUDENTS USING A BUILDING AS REGULAR OCCUPANTS. THE INTENT

IS TO PROVIDE THE CLIENT WITH ISSUES, OPPORTUNITIES, AND PROPOSALS.

WE WERE ASSIGNED TO THE KITCHEN/CAFE. WE PROPOSED TO A RENOVATION TO CREATE A MORE CENTRAL, LIVELY, AND


jewish community center


THE POST-OCCUPANCY EVALUATION INVOLVED A TEAM OF STUDENTS USING A BUILDING AS REGULAR OCCUPANTS. THE INTENT

IS TO PROVIDE THE CLIENT WITH ISSUES, OPPORTUNITIES, AND PROPOSALS.

WE WERE ASSIGNED TO THE KITCHEN/CAFE. WE PROPOSED TO A RENOVATION TO CREATE A MORE CENTRAL, LIVELY, AND

Um publiis, senaris auracchum am ex meriaes Cupplicis, sulis aut publin su-pio C. Si sesid se facteremquam pere at

diego macias




Gendicillab inulla sunt aborepro core, cor si dicium eveles dolupis seque vendicia conseris sam qui aped ute por simi, teste si odis ea consedi quati blabore eosamet pos eum adiosa con eicidenda nulluptas esedis-cidi sit aut il et abo. Agnimosapero esedissum ut ut rati atem inus eum dunt ommolor itisquatur ma non

diego macias






diego macias



UP

DWDW

MEN'SRESTROOM

213

WOMEN'SRESTROOM

215

STORAGE214

IT210

OFFICE206

OFFICE207

DUCT SHAFT

1

JANITOR211

22'-7

1/2"

22'-7

1/2"

22'-7

1/2"

BOWLMIXER

FRIDGEFREEZERSPEEDRACKS

HAND SINKTHREE BOWLSINK

SHOWER

PROOFINGOVEN

OVEN

SHEETER

STANDMIXER

SHEETER

SS TABLE

FLOORSCALE

RANGE FRYER

5'-0" 4'-6" 5'-0"

5'-0

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22'-0

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14'-6"

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18'-4 1/2" 4'-0"

1'-7 1/2"

18'-4 1/2" 4'-4 1/2"

5'-0

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PRINTER

1'-1

0"

2'-2"

GREASEINTERCEPTOR

1'-6"

5'-0

"

SECOND FLOOR PROPOSED LAYOUTN0' 4' 8' 16'

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

24'

REV B 2/16/15



UP

DWDW

MEN'SRESTROOM

213

WOMEN'SRESTROOM

215

STORAGE214

IT210

OFFICE206

OFFICE207

DUCT SHAFT

1

JANITOR211

22'-7

1/2"

22'-7

1/2"

22'-7

1/2"

BOWLMIXER

FRIDGEFREEZERSPEEDRACKS

HAND SINKTHREE BOWLSINK

SHOWER

PROOFINGOVEN

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SHEETER

STANDMIXER

SHEETER

SS TABLE

FLOORSCALE

RANGE FRYER

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'-0"

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GREASEINTERCEPTOR

1'-6"

5'-0

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SECOND FLOOR PROPOSED LAYOUTN0' 4' 8' 16'

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

24'

REV B 2/16/15

diego macias



AN OFFICE WAS LOOKING TO RENOVATE AND HAVE A TEST KITCHEN INSIDE. THEN A LAB WAS PROPOSED.

WORK WAS DONE IN REVIT AND RENDERED IN 3DS MAX/REVIT CLOUD.

CLICK FOR INTERACTIVE DEMO

http://homepages.uc.edu/~maciasdo/portfolio/testkitchen.html


diego macias







diego macias


office renovation



office renovation

diego macias



AN OFFICE REMODEL CREATED IN REVIT. THE USE OF DESIGN OPTIONS CREATED A LARGE AMOUNT OF FLEXIBILITY IN VISUALIZING WHAT COULD WORK AND WHAT DID NOT.

CLICK FOR INTERACTIVE DEMO

http://homepages.uc.edu/~maciasdo/portfolio/officebathroom.html

diego macias


139 SFOFFICE

120 SFOFFICE

114 SF

STORAGECLOSET

112 SF

STORAGECLOSET

241 SF

CONFB 235 SF

WOMEN'S236 SF

MEN'S

30 SFCLOSET

442 SFIT

206 SF

CONFC

1011 SFANNEX

273 SFSERVER

58 SFCLOSET

29 SFCLOSET

147 SFELEC

444 SF

PRINTROOM

162 SFWOMEN'S

191 SFMEN'S

400 SF

CONFA

698 SF

BREAKROOM

135 SF

TEAMAREA

4

98 SFOFFICE

98 SFOFFICE

4155 SFWAREHOUSE

120 SFOFFICE

120 SFOFFICE

228 SF

CONFD

165 SF

TEAMAREA

1225 SF

TEAMAREA

2204 SF

OFFICE117 SF

OFFICE117 SF

OFFICE117 SF

OFFICE117 SF

OFFICE116 SF

TEAMAREA

3383 SF

LOBBY

131 SF

HUDDLE1

107 SF

HUDDLE7

158 SF

HUDDLE6

123 SF

HUDDLE5

70 SFCOPY/PRINT

27 SF

WATERHEATER

99 SF

HUDDLE4

118 SFOFFICE

120 SFOFFICE

362 SF

HUDDLE2

Redundant RoomCOPY/PRINT 142 SF

HUDDDLE3

R

1340 Kemper Meadow DriveCincinnati, Ohio 45240ph: 513.742.7590fax: 513.742.7593www.processplus.com

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PROPRIETARY STATEMENTTHIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATIONREGARDING PROCESS PLUS LLC. AND IS NOT TO BE REPRODUCED, ORTHE INFORMATION CONTAINED THEREIN DISCLOSED TO OTHERS WITHOUTTHE WRITTEN PERMISSION OF PROCESS PLUS LLC.

COMPANY LOGO

ARCHITECT/ENGINEERSTAMP


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OFFICE RENOVATION PROPOSAL 3

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

LEVEL 1 PROPOSAL 3Herman Miller

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2

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228 SF

CONFD

165 SF

TEAMAREA

1225 SF

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2 204 SFOFFICE 117 SF

OFFICE117 SF

OFFICE117 SF

OFFICE117 SF

OFFICE70 SF

COPY/PRINT

116 SF

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123 SF

HUDDLE5

158 SF

HUDDLE6

107 SF

HUDDLE7

18447 SF

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98 SFOFFICE

98 SFOFFICE191 SF

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162 SFWOMEN'S

147 SFELEC

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27 SF

WATERHEATER

131 SF

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120 SFOFFICE

120 SFOFFICE

120 SFOFFICE

139 SFOFFICE

114 SF

STORAGECLOSET

112 SF

STORAGECLOSET

241 SF

CONFB 235 SF

WOMEN'S236 SF

MEN'S

30 SFCLOSET

400 SF

CONFA

698 SF

BREAKROOM

1011 SFANNEX

99 SF

HUDDLE4

206 SF

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442 SFIT

273 SFSERVER

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29 SFCLOSET

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Project NameEnter address here

OFFICE RENOVATION PROPOSAL 2

CheckerAuthor

A-1103

PR Issue Date

PR Numb

NO. REVISION / ISSUE DATE

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

LEVEL 1 PROPOSAL 2Haworth

1

2

4

3

VIEW 1

VIEW 2

VIEW 3

VIEW 4

diego macias


THE IMAGE ABOVE IS AN EQUIRECTANGULAR IMAGE CREATED FROM A REVIT MODEL AND RENDERED IN 3DS MAX MENTAL RAY.

THE GOAL WAS TO CREATE AN IMAGE TO TRANSLATE TO A JAVASCRIPT CODE THAT USES WEBGL.

bathroom(s) remodel


THE IMAGE ABOVE IS AN EQUIRECTANGULAR IMAGE CREATED FROM A REVIT MODEL AND RENDERED IN 3DS MAX MENTAL RAY.

THE GOAL WAS TO CREATE AN IMAGE TO TRANSLATE TO A JAVASCRIPT CODE THAT USES WEBGL.

bathroom(s) remodel

diego macias


A BATHROOM REMODEL REQUIRED DEVELOPING MULTIPLE COLOR PALETTES WITHIN THE CLIENTS’ STANDARDS.

WORK DONE IN REVIT TO MODEL THE DESIGN OPTIONS AND RENDERED IN 3DSMAX USING BACKBURNER.


A BATHROOM REMODEL REQUIRED DEVELOPING MULTIPLE COLOR PALETTES WITHIN THE CLIENTS’ STANDARDS.

WORK DONE IN REVIT TO MODEL THE DESIGN OPTIONS AND RENDERED IN 3DSMAX USING BACKBURNER.

diego macias



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CINCINNATI CHEMICALSPLANT TOILET, SHOWER, &

LOCKER FACILITIESRENOVATION

BUILDING 4-FIRST FLOOR

JSDM

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1411320

DEMOLITIONMEN'S

TOILET, SHOWER, AND LOCKER

SCALE: 1/4" = 1'-0"

BUILDING 4 FIRSTFLOOR DEMOLITIONPLAN

N

SCALE: 1" = 400'-0"

KEY PLANN

GENERAL NOTES:1. LOCKERS TO REMAIN FOR PAINTING BY OWNER UNDER

SEPARATE CONTRACT. COORDINATE AS REQUIRED.2. BENCHES TO REMAIN.3. FLOORING AND BASE TO BE REPLACED BY OWNER

UNDER SEPARATE CONTRACT. COORDINATE ASREQUIRED

4. SUSPENDED ACOUSTICAL CEILING GRID TO REMAINWHERE PRESENT. REMOVE LAY-IN PANELS, CLEAN GRIDAND PROVIDE NEW PANELS SPECIFIED.

5. HVAC TO REMAIN. REMOVE TRIM AND TERMINAL DEVICESAS REQUIRED. CLEAN AND REINSTALL.

6. FIRE SUPPRESSION SPRINKLERS TO REMAIN.COORDINATE ESCUTCHEON REMOVAL ANDREPLACEMENT AS REQUIRED FOR OVERHEAD WORK.

7. PLUMBING ROUGHINS TO REMAIN UNLESS OTHERWISENOTED. MODIFY ONLY AS REQUIRED FOR NEW FIXTUREAND FITTING INSTALLATION.

8. LIGHTING TO REMAIN. REMOVE LENSES AND TRIM ASREQUIRED. CLEAN, RELAMP AS REQUIRED ANDREINSTALL.

9. LIGHT SWITCHES AND CONVENIENCE RECEPTACLES TOREMAIN. CLEAN AND REPLACE COVER PLATES.

DEMOLITION NOTES:A. REMOVE TOILET AND URINAL PARTITIONS.B. REMOVE SANITARY FIXTURES, TRIM, FLUSH VALVES AND

SPUDS. REPLACE FLOOR-MOUNTING FLANGES ASREQUIRED. REPAIR OR REPLACE WALL-MOUNTINGCARRIERS AS REQUIRED.

C. REMOVE LAVATORIES, FAUCETS, TRIM AND TRAPPED DRAINPIPING.

D. REMOVE COUNTERTOPS, KNEE BRACES, LEGS AND BASECABINETRY IF PRESENT.

E. REMOVE SERVICE SINKS, FAUCETS, TRIM AND TRAPPEDDRAIN PIPING.

F. REMOVE SHOWER HEADS, FAUCETS AND MIXING VALVE IFREQUIRED. REMOVE MOLDED SHOWER COMPARTMENT ANDDOOR IF PRESENT.

G. REMOVE MIRRORS.H. REMOVE TISSUE HOLDERS, ROLL PAPER TOWEL

DISPENSERS, SOAP DISPENSERS AND DISHES, TOWELBARS AND HOOKS, SHOWER CURTAINS AND RODS ANDACCESSORY SHELVES.

I. REMOVE TILE OR FRP WALL, CEILING AND FLOOR FINISHESINCLUDING RESILIENT BASE IF PRESENT. PATCH ANDREPAIR SUBSTRATES AS REQUIRED TO RECEIVE NEWFINISHES. PROVIDE BLOCKING IF REQUIRED FOR NEWWALL- AND CEILING-MOUNTED ITEMS.

J. REMOVE CUSTODIAL AND CONSUMABLE STORAGESPECIALTIES.

K. DE-ENERGIZE AND ISOLATE POWER AND PLUMBING ASREQUIRED. REMOVE NONLOADBEARING WALLCONSTRUCTION TO LIMITS SHOWN.

L. REMOVE BENCH AND SALVAGE FOR REINSTALLATION.M. REMOVE LOCKERS AND SALVAGE FOR REINSTALLATION.N. REMOVE CONCRETE PAD FLUSH TO FLOOR SLAB. PATCH AS

REQUIRED TO RECEIVE NEW FINISH.O. REMOVE KNOB LOCKSET.P. REMOVE DOOR ASSEMBLY AND SALVAGE FOR

REINSTALLATION.

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5

1S ULF

2S ULF

1G LY

G LY2

2G LY

G LY1

10

1112

CA 10

13

9

8

9

8

7

7

65

4

3

2

1

1

2

3

4

5

6

8

C A6

TR AP

7

6

1

2

3

4

5

1R PKO

A 1INS ID EC- SALTA 1O UT SI DEFA TT YA LC OH OL

A LC OH OL

S UB S TATI ON

2R PKO

3R PKO

4R PKO

312 14

12 143 .5

3 .7 5FA16 55

4E2 70

5E2 70

9

TA 1618

B E

1TA 1618

16 95 /1 89 5

6

816 85 /1 89 5

818 97

1

THOROUG HFARE

E YARD LE AD

CSXLEAD

CSX

12-

OUTB

OUND

CSX

11-

OUTB

OUN

D

CSX

1 0-

INB

OUN

D

5-

CRAC

CES

ST

OVU

L CA

N

6-

CRIN

BOU

ND

7-

CR

OUTB

OUND

14-

NSIN

BOU

ND

15-

NS0U

TBOU

ND

SPR

ING

GR

OV

EA

VEN

UE

JU NE STRE ET

DN

UP

E LEV

YARDE

NEWBUILDING

359

G

J

M

M 131

M 132

M 133

M 139

N 07P ASTE

N 08P ASTE

N 09P ASTE

N 10REW OR K


EQ U IP MEN T

REFI N ING

KOS HER

BUI LDI NG 30

C O OLI N GTO WER

FR EIG HTEL EV

BRI DGE

BRI DGE

R OOF

FREIG HT

FF E522. 15

FF E530. 91

DN

DN UP

UP

U P

DN

DN

HDL

ANA L

YTICAL

OPEN

TOBELOW

ELEV AT OR

R OOF

R OOF

EF

DC

B2B1 AW

A4S TORE ROOM

M EZ ZAN IN EB ELOW

UP

DN

FR EIG HTEL EV ATOR

ROO FOVE RPED ESTRI A N

WAL KWA Y

BUI LDI NG 345

FF E 530. 00

BUI LDI NG 14 3

FF E 525. 00

140C01 218

A BC

DE

FG

HI

J

K LM

N OP Q

R

ST U

VW

X

YZ

A A

U P43 "

14 2M #

B SMVA CDR Y

VA CDR Y

B SM

C RUTCHE R

C RUTCHE R

VA CDR Y

B SM

SE WP/Q C

E& ICOMP

SE WP/Q C

PR INTE R

PR INTE R

PR INTE R

M IXERM ILL

M IXERM ILL

RO LLC HILLE& ICOM

P

SE WP/Q C

M ILLM IXER

RO LLC HILL

SE WP/Q C

PR INTE R

K- 36

H OTW ATER

LI M ES ILO

N KFN

7 4

E THAN

OL

T K-

U01

T K-

U02

E THAN

OL

T K-

U03

E THAN

OL

NEWU NDERG RO U ND

ET HAN OL STO RA GE

TA NKS

3 60M#

3 60M#

3 60M#


FF E530. 00 '

10 5, 000 SF

(CLO SE -C OU PLE


TO REF IN I NG &


N EWCO RE

PRO C ESS AR EA

3 7, 500 SF

NEW E

NCLO S

UR E

W AL KW AY

N EWPED X

R AMP U P18 "

EL . 530. 0 0

BA LC ONYAN D

DOO ROPEN I NG

TOE LEVA TO R

STA IRD N

TO5 1-2 nd

FL OOR&

3731st FLO OR

A LTE RN AT E

P ED ESTRI A NW AL KW AY



TA NK

B ULK

FUTU R ES TO RAGE

TA NK

B ULK

FUTU R ES TO RAGE

TA NK

B ULK

FUTU R ES TO RAGE

TR UCK

B ULK

FUTU R EU NLO A DS

S TO RAGE

FUTU R EB ULKTA NK

S TO RAGE

FUTU R EB ULKTA NK

C A USTI CTA NK

N EW

W ATERTR EA TTA NK

W ATERTR EA TTA NK

A M/P MWOR KA REA

4ET OX

5ET OX

ET OX6

ET OX6

ET OX

7

18 971

E2 702

FA16 55

3

EDT

EDT

2

1

EDT

3

EDT

1

EDT

2

EDT

3

4EDT

5EDT

6EDT

EDT

6

EDT4

EDT

5

FA LL PR OTECT IO N

P LAT FORM S&


BU ILD ING4 8

FF E 530. 66

BRI N E

K -01

C ITRO S OL

K- 03

S ILI CAT E

K- 05

K- 07

K- 09

K -11

S OAP

B ASE

K- 02

S OAP

B ASE

K- 04

S OAP

B ASE

K- 06

K- 08

K- 35

H YPO

105

H C L113

AC CU M

B 108

G R STOC K

A 121

G R STOC K

A 122

A 117

N EUT

B 113

N EUT

B 111

CA US

B 112

TR AP

B 107

TR AP

B 106

AC CU M

B 105

A 12CA US

S 5P AC

112CA US

116BRI N E

T1 54

T1 55FG

T1 50FG

T1 51FG

T1 52FG

T1 53FG

R OOF

A 118

A 119

O PE NTO



BUI LDI NG 34

O PENTOB ELOW

M 134

M 135

M 136

M 140M T

M 141

M 142

M 143

A 123

A 120

P KO

P KO


BUI LDI NG 370

FF E 528. 50

BUI LDI NG 19 6

S PHER IC ON E


G ENERAT OR

R OOF

ROO F

ROO F


EDT

EDT

EDT

M T

O PENTOB ELOWB ELOW

O PENTO

B ELOW

O PENTO

B ELOW

O PENTO



AB

C

DE

F

G

H

I

JK

L

MNO

PQ

RS

TU

VW X

Y

Z

A A

A B

A C

A D

A EA F

A G

A H

AI

A JA K

A LA M

A N

A O

A P

A Q

A R

A SA T

A U

A V

A W

A X

A Y

A Z

B A

BB

BC

B D

M

4

4

11

11

10

10

10

10

10

10

10

M T

M T

M T

M T

M T

M T

CONTR ACTOR


3 60M#

3 60M#

3 60M#

3 60M#

3 60M#

3 60M#


40.61 SFSTORAGE

75.28 SFSHOWER

R


SCALE

DRAWN BY

DATE

TITLE

CHECKED BY

DRAWING #

PROJECT #

REV.



REFERENCE DRAWING

C:\U

sers

\dm

acia

s\D

ocum

ents

\141

1320

-Arc

hite

ctur

al_D

Mac

ias.

rvt

3/2/

2015

11:3

1:30

AM

As indicated




JSDM

A-1101

1411320

DEMOLITIONMEN'S


SCALE: 1/4" = 1'-0"

BUILDING 4 FIRSTFLOOR DEMOLITIONPLAN

N

SCALE: 1" = 400'-0"

KEY PLANN










DEMOLITION NOTES:A. REMOVE TOILET AND URINAL PARTITIONS.B. REMOVE SANITARY FIXTURES, TRIM, FLUSH VALVES AND

SPUDS. REPLACE FLOOR-MOUNTING FLANGES ASREQUIRED. REPAIR OR REPLACE WALL-MOUNTINGCARRIERS AS REQUIRED.

C. REMOVE LAVATORIES, FAUCETS, TRIM AND TRAPPED DRAINPIPING.

D. REMOVE COUNTERTOPS, KNEE BRACES, LEGS AND BASECABINETRY IF PRESENT.

E. REMOVE SERVICE SINKS, FAUCETS, TRIM AND TRAPPEDDRAIN PIPING.

F. REMOVE SHOWER HEADS, FAUCETS AND MIXING VALVE IFREQUIRED. REMOVE MOLDED SHOWER COMPARTMENT ANDDOOR IF PRESENT.

G. REMOVE MIRRORS.H. REMOVE TISSUE HOLDERS, ROLL PAPER TOWEL

DISPENSERS, SOAP DISPENSERS AND DISHES, TOWELBARS AND HOOKS, SHOWER CURTAINS AND RODS ANDACCESSORY SHELVES.

I. REMOVE TILE OR FRP WALL, CEILING AND FLOOR FINISHESINCLUDING RESILIENT BASE IF PRESENT. PATCH ANDREPAIR SUBSTRATES AS REQUIRED TO RECEIVE NEWFINISHES. PROVIDE BLOCKING IF REQUIRED FOR NEWWALL- AND CEILING-MOUNTED ITEMS.

J. REMOVE CUSTODIAL AND CONSUMABLE STORAGESPECIALTIES.

K. DE-ENERGIZE AND ISOLATE POWER AND PLUMBING ASREQUIRED. REMOVE NONLOADBEARING WALLCONSTRUCTION TO LIMITS SHOWN.

L. REMOVE BENCH AND SALVAGE FOR REINSTALLATION.M. REMOVE LOCKERS AND SALVAGE FOR REINSTALLATION.N. REMOVE CONCRETE PAD FLUSH TO FLOOR SLAB. PATCH AS

REQUIRED TO RECEIVE NEW FINISH.O. REMOVE KNOB LOCKSET.P. REMOVE DOOR ASSEMBLY AND SALVAGE FOR

REINSTALLATION.

B

B

I

I

J

A

A

G G

I

I

C

D

A

C

B

A

B

C

XX


diego macias



40"M

AX

44"T

OBU

TTO

N

38"-4

0"

44"

36"M

AX

30"

39"-4

1"

34"

SPO

UT

HT.

±39"

SPO

UT

HT.

17" 33"-3

6"

18"

MIN

17"-1

9"M

AX

29"M

IN

34"M

AX

24"

ACCESSIBLE MOUNTING HEIGHTS - ACCESORIES

DISPENSERMIRRORLAVATORY SOAP

HAND DRYER RECEPTACLEDISPENSERPAPER TOWEL ELECTRIC

DISPENSER

CONTROL

WASTE

OPENING

GRAB BARSDISPENSERDISPOSALTOILET TISSUE

15"

SAN. NAPKIN WATER CLOSET

MIN

FOUNTAINSDRINKING

HC

SEEPLAN

URINAL

MAX

HCWC

WATER CLOSETHC HC

URSEE

PLAN

URINAL

MAX

UR

1212

12

12

10

10

8

8

7

7

5

5

1S ULF

2S ULF

1G LY

G LY2

2G LY

G LY1

10

11 12

CA 10

13

9

8

9

8

7

7

65

4

3

2

1

1

2

3

4

5

6

8

C A6

TR AP

7

6

1

2

3

4

5

1R PKO

A 1INS ID EC- SALT A 1O UT SI DEFA TT YA LC OH OL

A LC OH OL

S UB S TATI ON

2R PKO

3R PKO

4R PKO

312 14

12 143 .5

3 .7 5FA16 55

4E2 70

5E2 70

9

TA 1618

B E

1TA 1618

16 95 /1 89 5

6

816 85 /1 89 5

818 97

1

THOROUG HFARE

E YARD LE AD

CSXLEAD

CSX

12-

OUTB

OUND

CSX

11-

OUTB

OUN

D

CSX

1 0-

INB

OUN

D

5-

CRAC

CES

ST

OVU

L CA

N

6-

CRIN

BOU

ND

7-

CR

OUTB

OUND

14-

NSIN

BOU

ND

15-

NS0U

TBOU

ND

SPR

ING

GR

OV

EA

VEN

UE

JU NE STRE ET

DN

UP

E LEV

YARDE

NEWBUILDING

359

G

J

M

M 131

M 132

M 133

M 139

N 07P ASTE

N 08P ASTE

N 09P ASTE

N 10REW OR K


EQ U IP MEN T

REFI N ING

KOS HER

BUI LDI NG 30

C O OLI N GTO WER

FR EIG HTEL EV

BRI DGE

BRI DGE

R OOF

FREIG HT

FF E522. 15

FF E530. 91

DN

DN UP

UP

U P

DN

DN

HDL

ANA L

YTICAL

OPEN

TOBELOW

ELEV AT OR

R OOF

R OOF

EF

DC

B2B1 AW

A4S TORE ROOM

M EZ ZAN IN EB ELOW

UP

DN

FR EIG HTEL EV ATOR

ROO FOVE RPED ESTRI A NWAL KWA Y

BUI LDI NG 345

FF E 530. 00

BUI LDI NG 14 3

FF E 525. 00

140C01 218

A BC

DE

FG

HI

J

K LM N

OP Q

R

S

T UV

WX

YZ

A A

U P43 "

14 2M #

B SMVA CDR Y

VA CDR Y

B SM

C RUTCHE R

C RUTCHE R

VA CDR Y

B SM

SE WP/Q C

E& ICOMP

SE WP/Q C

PR INTE R

PR INTE R

PR INTE R

M IXERM ILL

M IXER

M ILL

RO LLC HILLE& ICOM

P

SE WP/Q C

M ILLM IXER

RO LLC HILL

SE WP/Q C

PR INTE R

K- 36

H OTW ATER

LI M ES ILO

N KFN

7 4

E THAN

OL

T K-

U01

T K-

U02

E THAN

OL

T K-

U03

E THAN

OL

NEWU NDERG RO U ND

ET HAN OL STO RA GE

TA NKS

3 60M#

3 60M#

3 60M#


FF E530. 00 '

10 5, 000 SF

(CLO SE -C OU PLE


TO REF IN I NG &


N EWCO RE

PRO C ESS AR EA

3 7, 500 SF

NEW E

NCLO S

UR E

W AL KW AY

N EWPED X

R AMP U P18 "

EL . 530. 0 0

BA LC ONYAN D

DOO ROPEN I NG

TOE LEVA TO R

STA IRD N

TO5 1-2 nd

FL OOR&

3731st FLO OR

A LTE RN AT E

P ED ESTRI A N

W AL KW AY



TA NK

B ULK

FUTU R ES TO RAGE

TA NK

B ULK

FUTU R ES TO RAGE

TA NK

B ULK

FUTU R ES TO RAGE

TR UCK

B ULK

FUTU R EU NLO A DS

S TO RAGE

FUTU R EB ULKTA NK

S TO RAGE

FUTU R EB ULKTA NK

C A USTI CTA NK

N EW

W ATERTR EA TTA NK

W ATERTR EA TTA NK

A M/P MWOR KA REA

4ET OX

5ET OX

ET OX6

ET OX

6

ET OX

7

18 971

E2 702

FA16 55

3

EDT

EDT

2

1

EDT3

EDT

1

EDT

2

EDT

3

4EDT

5EDT

6EDT

EDT

6

EDT4

EDT5

FA LL PR OTECT IO N

P LAT FORM S&


BU ILD ING4 8

FF E 530. 66

BRI N E

K -01

C ITRO S OL

K- 03

S ILI CAT E

K- 05

K-07

K- 09

K -11

S OAP

B ASE

K- 02

S OAP

B ASE

K- 04

S OAP

B ASE

K-06

K- 08

K- 35

H YPO

105

H C L113

AC CU M

B 108

G R STOC K

A 121

G R STOC K

A 122

A 117

N EUT

B 113

N EUT

B 111

CA US

B 112

TR AP

B 107

TR AP

B 106

AC CU M

B 105

A 12CA US

S 5P AC

112CA US

116BRI N E

T1 54

T1 55FG

T1 50FG

T1 51FG

T1 52FG

T1 53FG

R OOF

A 118

A 119

O PE NTO



BUI LDI NG 34

O PENTOB ELOW

M 134

M 135

M 136

M 140M T

M 141

M 142

M 143

A 123

A 120

P KO

P KO


BUI LDI NG 370

FF E 528. 50

BUI LDI NG 19 6

S PHER IC ON E


G ENERAT OR

R OOF

ROO F

ROO F


EDT

EDT

EDT

M T

O PENTOB ELOWB ELOW

O PENTO

B ELOW

O PENTO

B ELOW

O PENTO



AB

C

DE

F

G

H

I

JK

L

MN

OP

QR

ST

UV

WX

Y

Z

A A

A B

A C

A D

A EA F

A G

A H

AI

A JA K

A L

A M

A NA O

A P

A Q

A R

A SA T

A UA V

A W

A X

A Y

A Z

B A

BB

BC

B D

M

4

4

11

11

10

10

10

10

10

10

10

M T

M T

M T

M T

M T

M T

CONTR ACTOR


3 60M#

3 60M#

3 60M#

3 60M#

3 60M#

3 60M#


40.61 SFSTORAGE

75.28 SFSHOWER

4' - 0 1/2" 4' - 11 1/2"

R


SCALE

DRAWN BY

DATE

TITLE

CHECKED BY

DRAWING #

PROJECT #

REV.



REFERENCE DRAWING

C:\U

sers

\dm

acia

s\D

ocum

ents

\141

1320

-Arc

hite

ctur

al_D

Mac

ias.

rvt

3/2/

2015

1:21

:13

PM

As indicated




JSDM

A-1102

1411320

PROPOSEDMEN'S


FIXTURE KEY1 MIRROR W/ SS FRAME2 PAPER TOWEL DISPENSER3 SOAP DISPENSER4 DOUBLE ROLL SS TOILET TISSUE DISPENSER6 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL7 UTILITY SHELF W/ MOP/BROOM HOLDERS8 WALL MOUNTED SINK9 INSULATION WRAP ON SINK DRAIN & HOT WATER SUPPLY10 WALL MOUNTED WATER CLOSET11 FLOOR MOUNTED WATER CLOSET12 WALL MOUNTED URINAL13 GRAB BARS14 ROBE/TOWEL HOOK

SCALE: 1/4" = 1'-0"

BUILDING 4 FIRSTFLOORCONSTRUCTION PLAN










CONSTRUCTION NOTES:1. SLIP-RESISTANT GLAZED PORCELAIN CERAMIC TILE

FLOOR IN THINSET BED W/ SEALED SANDED GROUTEDJOINTS. PROVIDE SATIN ANODIZED ALUMINUM TRANSITIONTO ADJACENT FLOORING MATERIAL.

2. GLAZED CERAMIC WALL TILE IN THINSET BED FULL HEIGHTFROM TOP OF COVED EPOXY WALL BASE TO CEILING W/SEALED NON-SANDED GROUTED JOINTS. TRIM EXPOSEDENDS WITH SATIN ANODIZED ALUMINUM EDGEPROTECTION PROFILES.

3. GLAZED CERAMIC CEILING TILE IN THINSET BED WITHSEALED NON-SANDED GROUTED JOINTS.

4. SATIN STAINLESS STEEL TOILET PARTITION, WALL-,FLOOR- OR CEILING-BRACED AS REQUIRED TO REPLACEIN-KIND.

5. SATIN STAINLESS STEEL URINAL SCREEN, WALL-MOUNTED.

6. KNEE BRACED VANITY WITH APRON AND BACKSPLASHCLEATED TO WALL BLOCKING.

7. WATER CLOSET WITH HANDS-FREE FLUSH VALVE ANDCHROMED SPUD WALL- OR FLOOR-MOUNTED TOREPLACE IN-KIND.

8. URINAL WITH HAND-FREE FLUSH VALVE AND CHROMEDSPUD WALL- OR FLOOR-MOUNTED TO REPLACE IN-KIND.

9. SERVICE SINK WITH HOT & COLD MIXING VALVE FAUCET,WALL- OR FLOOR-SUPPORTED TO REPLACE IN-KIND.

10. UNDERMOUNT LAVATORY WITH HANDS-FREE CHROMEDFAUCET AND INSULATED DRAIN PIPING. INSULATEEXPOSED HOT WATER PIPING.

11. CHROMED SHOWER HEAD WITH HOT & COLD MIXINGVALVE FAUCET TO REPLACE IN-KIND.

12. FRAMED MIRROR CENTERED ABOVE LAVATORY.13. HANDS-FREE LIQUID SOAP DISPENSER CENTERED

BETWEEN LAVATORIES.14. CHROMED ROLL PAPER TOWEL DISPENSER.15. CHROMED TOILET TISSUE DISPENSER.16. SATIN STAINLESS STEEL GRAB BAR(S).

N

NSCALE: 1" = 400'-0"

KEY PLAN

11 11 11 11 11 11

3

15

7

7

7

8

8

9

1

1

5

4

4

4

14 14

14 14

66

10

10

10

10

13

2

1212

1212

1

1

15

15

SCALE: 1/4" = 1'-0"

ALTERNATE LAYOUTN

XX


C

D

A

B

A B C D

ALTERNATE LAYOUT NOTES INADDITION TO BASIC SCOPE:A1. DEMOLISH WALL AND VANITIES. PROVIDE NEW WALL,

VANITY AND ACCESSORIES SHOWN OR OTHERWISENOTED.

A2. RELOCATE BENCH TO LOCATION SHOWN.A3. REMOVE SLIDING DOOR PAIR. RELOCATE STORAGE

SPECIALTIES TO LOCATION SHOWN.A4. PROVIDE ROBE/TOWEL HOOKS SHOWN.A5. REPLACE WALL-MOUNTED SERVICE SINK WITH FLOOR

SINK.A6. REPOSITION DOOR ASSEMBLY AS SHOWN.

A2

A4 A3

A6

A1

A5



40"M

AX

44"T

OBU

TTO

N

38"-4

0"

44"

36"M

AX

30"

39"-4

1"

34"

SPO

UT

HT.

±39"

SPO

UT

HT.

17" 33"-3

6"

18"

MIN

17"-1

9"M

AX

29"M

IN

34"M

AX

24"

ACCESSIBLE MOUNTING HEIGHTS - ACCESORIES

DISPENSERMIRRORLAVATORY SOAP

HAND DRYER RECEPTACLEDISPENSERPAPER TOWEL ELECTRIC

DISPENSER

CONTROL

WASTE

OPENING

GRAB BARSDISPENSERDISPOSALTOILET TISSUE

15"

SAN. NAPKIN WATER CLOSET

MIN

FOUNTAINSDRINKING

HC

SEEPLAN

URINAL

MAX

HCWC

WATER CLOSETHC HC

URSEE

PLAN

URINAL

MAX

UR

1212

12

12

10

10

8

8

7

7

5

5

1S ULF

2S ULF

1G LY

G LY2

2G LY

G LY1

10

11 12

CA 10

13

9

8

9

8

7

7

65

4

3

2

1

1

2

3

4

5

6

8

C A6

TR AP

7

6

1

2

3

4

5

1R PKO

A 1INS ID EC- SALT A 1O UT SI DEFA TT YA LC OH OL

A LC OH OL

S UB S TATI ON

2R PKO

3R PKO

4R PKO

312 14

12 143 .5

3 .7 5FA16 55

4E2 70

5E2 70

9

TA 1618

B E

1TA 1618

16 95 /1 89 5

6

816 85 /1 89 5

818 97

1

THOROUG HFARE

E YARD LE AD

CSXLEAD

CSX

12-

OUTB

OUND

CSX

11-

OUTB

OUN

D

CSX

1 0-

INB

OUN

D

5-

CRAC

CES

ST

OVU

L CA

N

6-

CRIN

BOU

ND

7-

CR

OUTB

OUND

14-

NSIN

BOU

ND

15-

NS0U

TBOU

ND

SPR

ING

GR

OV

EA

VEN

UE

JU NE STRE ET

DN

UP

E LEV

YARDE

NEWBUILDING

359

G

J

M

M 131

M 132

M 133

M 139

N 07P ASTE

N 08P ASTE

N 09P ASTE

N 10REW OR K


EQ U IP MEN T

REFI N ING

KOS HER

BUI LDI NG 30

C O OLI N GTO WER

FR EIG HTEL EV

BRI DGE

BRI DGE

R OOF

FREIG HT

FF E522. 15

FF E530. 91

DN

DN UP

UP

U P

DN

DN

HDL

ANA L

YTICAL

OPEN

TOBELOW

ELEV AT OR

R OOF

R OOF

EF

DC

B2B1 AW

A4S TORE ROOM

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40.61 SFSTORAGE

75.28 SFSHOWER

4' - 0 1/2" 4' - 11 1/2"

R


SCALE

DRAWN BY

DATE

TITLE

CHECKED BY

DRAWING #

PROJECT #

REV.



REFERENCE DRAWING

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JSDM

A-1102

1411320

PROPOSEDMEN'S


FIXTURE KEY1 MIRROR W/ SS FRAME2 PAPER TOWEL DISPENSER3 SOAP DISPENSER4 DOUBLE ROLL SS TOILET TISSUE DISPENSER6 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL7 UTILITY SHELF W/ MOP/BROOM HOLDERS8 WALL MOUNTED SINK9 INSULATION WRAP ON SINK DRAIN & HOT WATER SUPPLY10 WALL MOUNTED WATER CLOSET11 FLOOR MOUNTED WATER CLOSET12 WALL MOUNTED URINAL13 GRAB BARS14 ROBE/TOWEL HOOK

SCALE: 1/4" = 1'-0"

BUILDING 4 FIRSTFLOORCONSTRUCTION PLAN










CONSTRUCTION NOTES:1. SLIP-RESISTANT GLAZED PORCELAIN CERAMIC TILE

FLOOR IN THINSET BED W/ SEALED SANDED GROUTEDJOINTS. PROVIDE SATIN ANODIZED ALUMINUM TRANSITIONTO ADJACENT FLOORING MATERIAL.

2. GLAZED CERAMIC WALL TILE IN THINSET BED FULL HEIGHTFROM TOP OF COVED EPOXY WALL BASE TO CEILING W/SEALED NON-SANDED GROUTED JOINTS. TRIM EXPOSEDENDS WITH SATIN ANODIZED ALUMINUM EDGEPROTECTION PROFILES.

3. GLAZED CERAMIC CEILING TILE IN THINSET BED WITHSEALED NON-SANDED GROUTED JOINTS.

4. SATIN STAINLESS STEEL TOILET PARTITION, WALL-,FLOOR- OR CEILING-BRACED AS REQUIRED TO REPLACEIN-KIND.

5. SATIN STAINLESS STEEL URINAL SCREEN, WALL-MOUNTED.

6. KNEE BRACED VANITY WITH APRON AND BACKSPLASHCLEATED TO WALL BLOCKING.

7. WATER CLOSET WITH HANDS-FREE FLUSH VALVE ANDCHROMED SPUD WALL- OR FLOOR-MOUNTED TOREPLACE IN-KIND.

8. URINAL WITH HAND-FREE FLUSH VALVE AND CHROMEDSPUD WALL- OR FLOOR-MOUNTED TO REPLACE IN-KIND.

9. SERVICE SINK WITH HOT & COLD MIXING VALVE FAUCET,WALL- OR FLOOR-SUPPORTED TO REPLACE IN-KIND.

10. UNDERMOUNT LAVATORY WITH HANDS-FREE CHROMEDFAUCET AND INSULATED DRAIN PIPING. INSULATEEXPOSED HOT WATER PIPING.

11. CHROMED SHOWER HEAD WITH HOT & COLD MIXINGVALVE FAUCET TO REPLACE IN-KIND.

12. FRAMED MIRROR CENTERED ABOVE LAVATORY.13. HANDS-FREE LIQUID SOAP DISPENSER CENTERED

BETWEEN LAVATORIES.14. CHROMED ROLL PAPER TOWEL DISPENSER.15. CHROMED TOILET TISSUE DISPENSER.16. SATIN STAINLESS STEEL GRAB BAR(S).

N

NSCALE: 1" = 400'-0"

KEY PLAN

11 11 11 11 11 11

3

15

7

7

7

8

8

9

1

1

5

4

4

4

14 14

14 14

66

10

10

10

10

13

2

1212

1212

1

1

15

15

SCALE: 1/4" = 1'-0"

ALTERNATE LAYOUTN

XX


C

D

A

B

A B C D

ALTERNATE LAYOUT NOTES INADDITION TO BASIC SCOPE:A1. DEMOLISH WALL AND VANITIES. PROVIDE NEW WALL,

VANITY AND ACCESSORIES SHOWN OR OTHERWISENOTED.

A2. RELOCATE BENCH TO LOCATION SHOWN.A3. REMOVE SLIDING DOOR PAIR. RELOCATE STORAGE

SPECIALTIES TO LOCATION SHOWN.A4. PROVIDE ROBE/TOWEL HOOKS SHOWN.A5. REPLACE WALL-MOUNTED SERVICE SINK WITH FLOOR

SINK.A6. REPOSITION DOOR ASSEMBLY AS SHOWN.

A2

A4 A3

A6

A1

A5

diego macias


MY WORK FOR A FIRE PROTECTION ENGINEERING COMPANY INCLUDED A LOT OF LEARNING. MOST IMPORTANTLY, I LEARNED THE IMPORTANCE OF CLARITY IN PRESENTATION. I ALSO LEARNED HOW TO

APPLY REVIT TO STANDARD CONSTRUCTION DOCUMENTS IN A NON-STANDARD APPLICATION.

THE PICTURE ABOVE IS A FIRE SUPPRESSIONS SYTEM DESIGNED IN REVIT INWITH CUSTOM REVIT FAMILIES TO CREATE A PARAMETRIC MODEL TO ENSURE MAXIMUM TRANSFORMER COVERAGE. THE

NEXT EXAMPLES ARE A 9-STORY WOODEN HIGH RISE IN CHICAGO AND AN OIL SHIP DOCK.

fire protection


MY WORK FOR A FIRE PROTECTION ENGINEERING COMPANY INCLUDED A LOT OF LEARNING. MOST IMPORTANTLY, I LEARNED THE IMPORTANCE OF CLARITY IN PRESENTATION. I ALSO LEARNED HOW TO

APPLY REVIT TO STANDARD CONSTRUCTION DOCUMENTS IN A NON-STANDARD APPLICATION.

THE PICTURE ABOVE IS A FIRE SUPPRESSIONS SYTEM DESIGNED IN REVIT INWITH CUSTOM REVIT FAMILIES TO CREATE A PARAMETRIC MODEL TO ENSURE MAXIMUM TRANSFORMER COVERAGE. THE

NEXT EXAMPLES ARE A 9-STORY WOODEN HIGH RISE IN CHICAGO AND AN OIL SHIP DOCK.

fire protection

diego macias


STORAGE

STORAGE

STORAGE

001

003

004

005

002

NOT IN USE

ELECTRICAL

MECHANICALEQUIPMENT

SINK ROOM

NOT IN USE

WORKSHOP

BREAK ROOM

BIKESTORAGE

BIKESTORAGE

FP-121

FP-131

2FP-12

1FP

-10

550 W. SURF ST.CHICAGO, IL

FIRE PROTECTION DESIGN

SHEET NOTES

NEW FIRE DEPARTMENT CONNECTION LINE AND CHECK VALVE.

DRAIN LINE FROM BALL DRIP TO EXTERIOR.

SPRINKLER PROTECTION TO BE PROVIDED ABOVE NEW PLASTER CEILINGPROVIDED BY OTHERS.

RISER CONTROL VALVE, FLOW SWITCH, AND DRAIN CONNECTION.

RISER TEST/DRAIN LINE. ROUTE TO EXTERIOR AS SHOWN.

FLOOR CONTROL ASSEMBLY.

NEW TEST HEADER.

NEW FIRE SERVICE.

FIRE PUMP DETAIL, SEE SHEET FP-13

ELECTRIC ROOM DOES NOT REQUIRE SPRINKLER PROTECTION

CONNECTION TO EXISTING DOMESTIC SUPPLY

GENERAL NOTES

1. SEE SHEET FP-0 FOR PROJECT NOTES AND LEGEND.

2. CONTRACTOR SHALL INSTALL ALL FIRE PROTECTION COMPONENTS INACCORDANCE WITH ALL APPLICABLE CODES, INCLUDING, BUT NOT LIMITED TO,THE CHICAGO BUILDING CODE (CBC) AND NFPA 13.

3. ALL DRAWINGS ARE DIAGRAMMATIC IN NATURE AND NOT INTENDED TO BEUSED FOR EXACT MEASURE OR FABRICATION, SHOW EXACT LOCATIONS OFCOMPONENTS, NOR SHOW ALL SYSTEM COMPONENTS. CONTRACTOR SHALLPROVIDE ADDITIONAL OFFSETS, FITTINGS OR EQUIPMENT REQUIRED FORPROPER INSTALLATION AND/OR COORDINATION WITH OTHER TRADES.

4. CONTRACTOR SHALL COORDINATE INSTALLATION OF SYSTEM COMPONENTSWITH ALL OTHER TRADES. SEE FA AND LS PACKAGES FOR ADDITIONALINFORMATION.

5. SEE BASIS OF DESIGN DOCUMENT AND TECHNICAL SPECIFICATIONS FORADDITIONAL REQUIREMENTS.

SCALE:

BASEMENT FLOOR SPRINKLER PLAN1/8" = 1'-0"

NORTH

SYSTEM NOTES

1. CONTRACTOR TO PROVIDE ESCUTCHEON PLATES AT ALL WALL/CEILING PIPEPENETRATIONS IN FINISHED AREAS.

2. CONTRACTOR TO PROVIDE SPRINKLER GUARDS FOR ALL SPRINKLERSLOCATED IN STORAGE SPACES.

3. CONTRACTOR TO PROVIDE SPRINKLER PROTECTION FOR ALL COMBUSTIBLECONCEALED SPACES PER THE REQUIREMENTS IN THE BASIS OF DESIGNDOCUMENT. IT IS ANTICIPATED THAT SPRINKLERS WILL BE PROVIDED IN THESAME LOCATIONS AS BELOW CEILING SPRINKLERS. ADDITIONAL SPRINKLERSTO BE PROVIDED, AS NEEDED, FOR COMPLIANCE WITH SPRINKLEROBSTRUCTION CRITERIA.


diego macias

contact: 915.227.8037 [email protected] JACINTOPORT BLVDHOUSTON, TX 77015

HOUSTON TERMINAL

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

WEST ELEVATIONSCALE: 6"=1'-0"

NOZZLE DETAIL

SCALE: 1"=1'-0"

ISOMETRIC RISER DETAILSCALE: 1"=1'-0"

EAST RISER ELEVATION

15631 JACINTOPORT BLVDHOUSTON, TX 77015

HOUSTON TERMINAL

SHEET NOTESNEW FIRE PROTECTION SYSTEM UTILIZES THE EXISTING 12" FIREWATER MAINWHICH CURRENTLY SERVES WATER MONITORS LOCATED AT THE DOCK.

EXISTING TO REMAIN FIREWATER MONITOR NOZZLE.

DOCK 6/7 FIRE PROTECTION SYSTEMS WILL INCLUDE EXISTING EQUIPMENT, NEWWATER CURTAIN, AND NEW FIRE AND GAS DETECTION SYSTEM AS ILLUSTRATEDIN THIS DESIGN PACKAGE.

CONTRACTOR TO INSTALL 6" TAP INTO EXISTING 12" FIREWATER MAIN TO SERVENEW WATER CURTAIN SYSTEM.

CONTRACTOR TO INSTALL TYCO DV-5 DELUGE VALVES OR APPROVEDEQUIVALENT, TO SERVE THE WATER CURTAIN SYSTEMS (ON EACH SIDE OFDOCK). DELUGE VALVES TO BE INSTALLED PER APPLICABLE CODES AND PERMANUFACTURER'S SPECIFICATIONS. DELUGE VALVES TO BE INSTALLED IN THEHORIZONTAL POSITION IN A MANNER THAT ALLOWS ACCESS TO VALVES FROMTHE APPROACHWAY. DELUGE VALVE AND ALL ASSOCIATED TRIM AND DEVICESSHALL BE APPROVED FOR OUTDOOR AND SEAWATER APPLICATIONS.

DELUGE VALVE(S) TO BE LOCATED AT LEAST 50' FROM HAZARDOUS EQUIPMENT.CURRENTLY, DELUGE VALVES ARE DESIGNED TO BE LOCATED 60' FROM THEDOCK AREA.

CONTRACTOR TO ENSURE THAT DELUGE VALVES INSTALLED (TYCO DV-5)INCLUDING ASSOCIATED TRIM ARE LISTED FOR EXTERIOR USE AS WELL ASLISTED FOR USE WITH SEAWATER.

CONTRACTOR SHALL FINALIZE LOCATION OF SUPPORTS FOR WATER CURTAINSYSTEM.

NEW FIREWATER PIPING SERVING WATER CURTAINS. SEE DRAWING FP-02 FORSCALED, DETAILED PIPE ROUTING AT THE DOCK.

GENERAL NOTES1. THIS DRAWING NOT TO SCALE AND ITS PURPOSE IS TO ILLUSTRATE THE

OVERALL FIRE PROTECTION SYSTEM/FEATURES OF THE DOCK AND ITSASSOCIATED STRUCTURES.

2. WATER CURTAIN SYSTEM SHALL BE UTILIZED FOR GAS MITIGATION PURPOSESAND WILL BE ACTUATED VIA CONFIRMATION OF THE GAS DETECTION LOGIC ATTHE DOCK AREA, AS WELL AS MANUALLY FROM THE CONTROL ROOM.

3. DRAWINGS PROVIDED ARE CONCEPTUAL IN NATURE AND ARE NOT INTENDEDTO SHOW EXACT LOCATION OF SYSTEM COMPONENTS. IT IS THERESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO LOCATE THEEQUIPMENT BASED ON THE INFORMATION FOUND IN THIS DRAWING PACKAGE.

4. CONTRACTOR SHALL INSTALL ALL EQUIPMENT RELATED TO THE FIREPROTECTION SYSTEMS DESIGN ACCORDING TO THE MINIMUM REQUIREMENTSOF NFPA AND API.

5. REFER TO THE ENTIRETY OF THIS DESIGN PACKAGE FOR COMPLETE DESIGNCONFIGURATIONS.



HOUSTON TERMINAL

SHEET NOTES

FIREWATER MONITOR TOWERS ARE EQUIPPED WITH FOAM PROPORTIONINGEQUIPMENT FOR PROTECTION DURING COMBUSTIBLE AND FLAMMABLE LIQUIDSSERVICES.

GROUND LEVEL MONITORS ARE FOR THE PURPOSES OF COOLING THE DOCKSTRUCTURE AND PROCESS EQUIPMENT IN THE EVENT OF A POOL OR JET FIRE.

150 LBS DRY CHEMICAL UNITS ARE TO BE UTILIZED BY TRAINED EMERGENCYRESPONDERS IN THE EVENT OF A SMALL EQUIPMENT OR GROUND FIREINVOLVING LIQUEFIED HAZARDOUS GAS OR COMBUSTIBLE AND FLAMMABLELIQUID SPILL.

A 265 GALLON FOAM TOTE SERVES THE DOCK AREA VIA ELEVATED FIREWATERMONITOR TOWERS.

DOCK 6/7 IS EQUIPPED WITH A SHIP/SHORE CONNECTION MEETING THEREQUIREMENTS OF 33 CFR.

FIRE FIGHTING EQUIPMENT LEGEND

FIREWATER MONITOR

ELEVATED FIREWATER MONITOR

DRY CHEMICAL EXTINGUISHER WHEELED 150 LB

WATER CURTAIN SYSTEM

FOAM TOTE

GENERAL NOTES

1. PROPOSED FIRE-FIGHTING EQUIPMENT PLAN MEETS THE REQUIREMENTS OF 33 CFR "HANDLING LIQUIFIED HAZARDOUS GASES, AND COMBUSTIBLE AND FLAMMABLE LIQUIDS."

2. WATER CURTAIN SYSTEM TO BE UTILIZED TO PROTECT THE DOCK STRUCTURE DURING A GAS RELEASE. WATER CURTAIN SYSTEM CAN ALSO BE MANUALLY STARTED IN THE EVENT OF A VESSEL FIRE COMPRISING THE INTEGRITY OF THE DOCK STRUCTURE.

3. FOR FIRE AND GAS SYSTEM, SEE DRAWING NUMBER FP-04.

4. FOR MORE DETAILED INFORMATION REFER TO DOCK 6/7 EMERGENCY RESPONSE PLANS.DOCK

HOUSE


HOUSTON TERMINAL

LEGEND

NEW FIRE PROTECTION PIPE

EXISTING FIRE PROTECTION PIPE

WATER CURTAIN NOZZLE

HYDRAULIC REFERENCE NODE

PIPE ELEVATION

POINT OF CONNECTION

DELUGE VALVE

INDICATING CONTROL VALVE

SHEET NOTES

CONTRACTOR TO INSTALL DELUGE VALVES IN THE HORIZONTAL POSITION.VALVES SHALL BE ACCESSIBLE VIA THE APPROACHWAY. SEE SHEET FP-01.

UP TO EXISTING FIRE MONITORS.

WATER SUPPLY CONNECTED TO SITE FIREWATER DISTRIBUTION SYSTEM.

HYDRAULIC DEMAND CALCULATION FOR THE ELKHART BRASS CAT#222-2 12

WAT-R-WALL NOZZLE.

DELUGE VALVE(S) TO BE LOCATED AT LEAST 50' FROM HAZARDOUS EQUIPMENT.CURRENTLY, DELUGE VALVES ARE DESIGNED TO BE LOCATED 60' FROM THEDOCK AREA.

BILL OF MATERIALS INCLUDES APPROXIMATE PIPE LENGTHS BASED ON THEWATER CURTAIN DESIGN AS SHOWN. FITTING SIZES HAVE BEEN INCORPORATEDINTO THE SHOWN CUT LENGTHS (VICTAULIC GROOVED FITTINGS). CONTRACTORTO VERIFY ALL PIPE CUT LENGTHS IN THE FIELD BASED ON THE FITTINGSCHOSEN AND ANY DESIGN CHANGES NECESSITATED BY FIELD CONDITIONS.

GENERAL NOTES

1. WATER CURTAIN SYSTEM SHALL BE UTILIZED FOR GAS MITIGATION AT THEDOCK. THE SYSTEM SHALL BE ACTUATED VIA GAS DETECTION CONFIRMATIONOR MANUALLY FROM THE CONTROL ROOM.

2. DRAWINGS PROVIDED ARE CONCEPTUAL IN NATURE AND AND ARE NOTINTENDED TO SHOW EXACT LOCATIONS OF SYSTEM COMPONENTS. IT IS THERESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO LOCATE THEEQUIPMENT BASED ON INFORMATION FOUND IN THIS DRAWING PACKAGE.

3. CONTRACTOR SHALL INSTALL ALL EQUIPMENT RELATED TO THE FIREPROTECTION SYSTEMS DESIGN ACCORDING TO THE MINIMUM REQUIREMENTSOF NFPA AND API.

4. FOR FIRE AND GAS SYSTEM, SEE SHEET FP-04.

5. CONTRACTOR SHALL LOCATE ALL SUPPORTS FOR NEW FIRE PROTECTIONSYSTEMS IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. IT ISANTICIPATED THAT THE NEW FIRE PROTECTION PIPE WILL BE SUPPORTEDFROM EXISTING PIPE SUPPORTS ADJACENT TO APPROACHWAY. REFER TOSHEET FP-01 FOR APPROACHWAY CONFIGURATION.

6. WATER CURTAIN SYSTEM TO BE ACTUATED VIA FIRE AND GAS SYSTEM ANDMANUALLY AT THE CONTROL ROOM. CONTRACTOR SHALL PROVIDE ALLWIRING AND CONNECTIONS FOR WATER CURTAIN SYSTEM ACTIVATION.

7. WATER CURTAIN NOZZLE SHALL BE AN ELKHART BRASS CAT#222-2 12

WAT-R-WALL NOZZLE OR APPROVED EQUIVALENT.

8. HIGH PRESSURE FITTINGS SHALL BE USED IF SYSTEM PRESSURES EXCEED 175PSI.

9. WATER CURTAIN SYSTEM PIPING SHALL CONSIST OF EITHER DUCTILE IRONPIPING OR BE EQUIVALENT TO EXISTING FIREWATER SYSTEM PIPIING TYPE.

10.CONTRACTOR SHALL ENSURE THAT ALL NEW FIRE PROTECTION PIPING IS SHOP BLASTED AND ZINC PRIMED. ALL PIPING SHALL MEET THE PAINTING AND PREPARATION SPECIFICATION PROVIDED AS PART OF THIS PACKAGE.

diego macias


FILE

NA

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FACILITY LOCATION:

SCALE:

VENDOR DWG. NO:

1

852 Winter St., Waltham, MA.

DRAWING TITLE/DESCRIPTION:

F

D

C

B

A

E

F

D

C

B

A

2345678910

12345678910

REVISION:

DWRN BY:

DESCRIPTION:

CHKD BY: REVISION DATE:

VENDOR NAME:

Wilmington, OHPLUMBING

OSD PRODUCTION SUITEPOTABLE WATER ISOMETRIC

AS SHOWN

A 1409260

04/24/14REBGWC

B09M5102

REVISION HISTORY

REV DESCRIPTIONDATE DRAWN BY

SCALE:

POTABLE WATER ISOMETRICN.T.S.

TRUEPLAN

KEYPLANN N

GENERAL NOTES:1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR

TO ANY FABRICATION OR CONSTRUCTION.

2. CONTRACTOR TO NOTIFY OWNER REPRESENTATIVE OFANY DISCREPANCIES AND OBTAIN OWNER APPROVALFOR ANY CHANGES.

3. FINISHED FLOOR ELEVATION REFERENCE, 100 FT.

SK-1

1006

WOMEN'STOILET

1005

MEN'STOILET

WCO

1009

VESTIBULE

SK-1

REFER TO ENLARGED DETAIL THIS SHEET

SK-1

2001

AIRLOCK

2 1/2"

3"

3/4"

1/2"

3/4"

SK-2

A 04/24/15 ISSUED FOR REVIEW DM

1 1/2" 3"

SK-1

SS-1

FILE

NAM

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FACILITY LOCATION:

SCALE:

VENDOR DWG. NO:

1



F

D

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B

A

E

F

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2345678910

12345678910

REVISION:

DWRN BY:

DESCRIPTION:


VENDOR NAME:


OSD PRODUCTION SUITESTORMWATER ISOMETRIC

AS SHOWN

A 1409260

04/24/15REBGWC

B09M5103

REVISION HISTORY


A 04/24/15 ISSUE FOR REVIEW DM





SCALE:

STORMWATER ISOMETRIC1/8" = 1'-0"

TRUEPLAN

KEYPLANN N

N

TP

8"

8"

8"

RD-1

RD-1

RD-1

RD-1

RD-1

RD-1

RD-1

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SCALE:

VENDOR DWG. NO:

1



F

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F

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2345678910

12345678910

REVISION:

DWRN BY:

DESCRIPTION:


VENDOR NAME:


OSD PRODUCTION SUITEPROCESS WASTE ISOMETRIC

AS SHOWN

A 1409260

04/24/15REBGWC

B09M5100

REVISION HISTORY







4. EXISTING PILOT PLANT DRAINAGE FIXTURE UNITS (FU) =77. NEW TOILETS ADDS 56 FU. NEW HUB DRAIN FROMMECHANICAL ROOM ADDS 27 FU. TOTAL 160 FU. A 4"DIAMETER PIPE AT 1/8" PER FOOT SLOPE GOOD FOR 180FU.

5. EXISTING COMBINED BUILDING FU = 424. NEW COMBINEDBUILDING FU = 507. A 6" DIAMETER PIPE AT 1/8" PER FOOTSLOPE GOOD FOR 700 FU.

SCALE:

PROCESS WASTE ISOMETRIC-FIRST FLOOR1/8" = 1'-0"

TRUEPLAN

KEYPLANN N

N

SCALE:

PROCESS WASTE ISOMETRIC-SECOND FLOOR1/8" = 1'-0"

N

FILE

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FACILITY LOCATION:

SCALE:

VENDOR DWG. NO:

1



F

D

C

B

A

E

F

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2345678910

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REVISION:

DWRN BY:

DESCRIPTION:


VENDOR NAME:


OSD PRODUCTION SUITESANITARY ISOMETRIC

AS SHOWN

A 1409260

04/24/15REBGWC

B09M5101

REVISION HISTORY



SCALE:

SANITARY ISOMETRICN.T.S.

TRUEPLAN

KEYPLANN N





DRAWING NOTES:1. 4" X 6" REDUCER WITH 6" AIR GAP FITTING.

#

SK-1

4"

3" VTR

1006

WOMEN'STOILET

1005

MEN'STOILET

4" VTR

FCO-2

1009

VESTIBULE

WCO

SK-1

REFER TO ENLARGED DETAIL THIS SHEET

4"

4"

FS-1

FS-1

FS-1

FCO-2

FS-1

FS-1

FS-1

FCO-2

FS-1

FS-1

FS-1

FS-1

1021

TECH

4"

4" VTR

4" VTR

SK-1SS-1

4"

4"

2001

AIRLOCK

4"4"

SCALE:

SANITARY PLUMBING CHASE DETAILN.T.S.

L-1

L-1

L-1

L-1

WC-1

WC-1

U-1

U-1

WC-2

WC-2

VTR

WCO

WCOFD-3

2"

FS-1

FCO-2

2" VTR

B 04/24/15 ISSUED FOR REVIEW DM

plumbing a building


AN EXISTING SITE WITH MANY BUILDINGS REQUIRED AN ADDITION AND A RENOVATION. I WAS ASSIGNED AS THE DESIGNER UNDER THE MECHANICAL ENGINEER FOR THE PACKAGE THAT INCLUDED

SANITARY, DOMESTIC, STORMWATER, AND PROCESS WASTE PIPING IN 3D COLLABORATION WITH IN-OFFICE STRUCTURAL ENGINEERS AND

ARCHITECTS.

WORK WAS DONE WITH AUTOCAD MEP.

FILE

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FACILITY LOCATION:

SCALE:

VENDOR DWG. NO:

1



F

D

C

B

A

E

F

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2345678910

12345678910

REVISION:

DWRN BY:

DESCRIPTION:


VENDOR NAME:


OSD PRODUCTION SUITEOVERALL ROOF PLAN

AS SHOWN

A 1409260

04/24/15REBGWC

B09M1301

REVISION HISTORY





SCALE:

ROOF PLAN1/8" = 1'-0"

TRUEPLAN

KEYPLANN N

N


RD-1 RD-1 RD-1 RD-1

ORD-1 ORD-1 ORD-1 ORD-1

ODN-1

RD-1

RD-1

RD-1

RD-1

RD-1

RD-1

VTR

VTR

VTRVTR

VTR

VTR

VTR

plumbing a building

diego macias


structural design


structural design

diego macias





diego macias


FIRST INTRODUCTION TO STEEL FRAMING, A PLATFORM FOR A FILTER PRESS AND A MULTI-OCCUPANCY WAREHOUSE.

WORK WAS DONE IN REVIT AND AUTOCAD.

R




DRAWING NOTES:1. XXX.

#

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PARTIAL MAIN ROOF STRUCTURAL STEEL FRAMING PLANSCALE: 1/8"=1'-0"

(+ / - INDICATES T/S EL. CHANGE FROM NEAREST STEEL T/S EL.)

N#

1 2 3 4 5 6 7

MAT

CH

LINE

SEE

DW

G.S

-150

1

MAT

CH

LINE

SEE

DW

G.S

-150

1

A

B

C

G

K

Q

25'-0" 21'-0" 21'-0" 21'-0" 23'-6" 23'-6"

10'-6

"21

'-0"

10'-6

"18

'-0"

54'-6

"

LOW ROOF FRAMING(SEE DWG. S-1502)

OPEN OPEN

T/S EL = DETERMINE

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

2'-0"

31'-6

"(6

EQU

ALSP

ACES

)8'

-10"

(2EQ

UAL

SPAC

ES)

18'-0

"(6

EQU

ALSP

ACES

)

16K5

SPAN

DEC

K

17'-8

"(8

EQU

ALSP

ACES

)

34'-0

"(6

EQU

ALSP

ACES

)31

'-6"

(6EQ

UAL

SPAC

ES)

SPANLONG

SPANLONG

14K4

UNO

16K5

16K5

16K5

16K5

16K5

16K5

16KCS3

14KCS3

14KCS3

14KCS3

14KCS3

14KCS3

14KCS3

14KCS3

14KCS3

16K5

SPAN

DEC

K

SPAN

DEC

K

SPAN

DEC

K

SPAN

DEC

K

SPAN

DEC

K

T/EX CONC PANELEL=129'-6"

T/SEL=130'-5 3/4"

T/STEELEL=129'-6 1/2"

T/SEL=128'-10 1/2"

76'-0

" 16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

E

16'-0

"

28G

6N5K

28G

6N9K

28G

6N9K

28G

6N9K

G28

SP10

28G

6N10

K

28G

6N5K

28G

6N10

K

28G

6N5K

G28

SP11

G28

SP12

G28

SP12

G28

SP13

G28

SP12

16KCS3

16KCS3

16KCS3

16KCS3

16KCS3

16KCS3

88'-0"

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5

16K5


FIRST INTRODUCTION TO STEEL FRAMING, A PLATFORM FOR A FILTER PRESS AND A MULTI-OCCUPANCY WAREHOUSE.

WORK WAS DONE IN REVIT AND AUTOCAD.

R




DRAWING NOTES:1. XXX.

#

FILE

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27'-6

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QU

AL

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AC

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27'-0

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(6E

QU

AL

SP

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9 10 11 12

17'-6

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(3E

QU

AL

SP

AC

ES

)

2'-6

"

Q

28'-0" 28'-0" 2'-6" 23'-6"

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

10B09S4500

PARTIAL MAIN ROOF STRUCTURAL STEEL FRAMING PLANSCALE: 1/8"=1'-0"

(+ / - INDICATES T/S EL. CHANGE FROM NEAREST STEEL T/S EL.)

N#

T/S EL = DETERMINE

8

2'-0"

7

2'-6"

40'-0

"(8

EQ

UA

LS

PA

CE

S)

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

18K5

UNO

W16X26 W16X26 W16X26

W16X26 W16X26

24G

5N4K

24G

5N8K

24G

5N8K

24G

5N4K

32G

8N4K

diego macias


FOR A WOOD DESIGN COURSE, WE WERE TASKED TO CREATE A BALSA BRIDGE AND ESTIMATE THE MAXIMUM LOAD, OR WHEN THE BALSA WOULD FAIL. THIS INCLUDED

CREATING A MODEL IN RISA AND ANALYZING EACH MEMBER IN THE BRIDGE. SAFE TO SAY MY PARTNER AND I BROKE THE MOLD BY NOT HAVING A CONVENTIONAL TRUSS

BRIDGE. WE GUESSED A BREAKING LOAD OF 60 POUNDS DUE TO THE FLEXURAL STRENGTH OF BALSA AND IT BROKE AT 53 POUNDS.

structural analysischinese rainbow


FOR A WOOD DESIGN COURSE, WE WERE TASKED TO CREATE A BALSA BRIDGE AND ESTIMATE THE MAXIMUM LOAD, OR WHEN THE BALSA WOULD FAIL. THIS INCLUDED

CREATING A MODEL IN RISA AND ANALYZING EACH MEMBER IN THE BRIDGE. SAFE TO SAY MY PARTNER AND I BROKE THE MOLD BY NOT HAVING A CONVENTIONAL TRUSS

BRIDGE. WE GUESSED A BREAKING LOAD OF 60 POUNDS DUE TO THE FLEXURAL STRENGTH OF BALSA AND IT BROKE AT 53 POUNDS.

structural analysischinese rainbow

diego macias


wooden skyscraper

A FAST SUMMER STUDIO THAT INCORPORATED USING VARIOUS MODELLING TECHNIQUES AND DEVELOPING A BOARD FOR A

SKYSCRAPER COMPETITION.

WORK WAS CREATED IN RHINO, GRASSHOPPER, PHOTOSHOP, AND ILLUSTRATOR.


wooden skyscraper

A FAST SUMMER STUDIO THAT INCORPORATED USING VARIOUS MODELLING TECHNIQUES AND DEVELOPING A BOARD FOR A

SKYSCRAPER COMPETITION.

WORK WAS CREATED IN RHINO, GRASSHOPPER, PHOTOSHOP, AND ILLUSTRATOR.


diego macias

contact: 915.227.8037 [email protected] LIVING SPACE

NEGATIVES, GREEN SPACE

MO

DU

LA

R U

NIT

SC

ON

CR

ET

E F

LO

OR

SF

LO

OR

SF

RA

ME

SP

AR

TIA

L S

KIN

A WOODEN SKYSCRAPER

MIXED-COMMERCIAL/RESIDENTIAL

RESIDENTIAL

NEGATIVE-FACING STREET

POSITIVE-NOT FACING STREET

MO

DU

LA

RIT

Yp

ro

gr

am

ma

ss

ing

CIRCULATION/COMMERCIAL

FARMING/RECREATION

FORM

MT. ADAMS

“...ON TOP OF THE HILL”

SITE

PENDLETON

TORSIONcity view RUPTURE

STRE

ET V

ISIB

ILIT

Y

perspective view



POSITIVE LIVING SPACE

NEGATIVES, GREEN SPACE

MO

DU

LA

R U

NIT

SC

ON

CR

ET

E F

LO

OR

SF

LO

OR

SF

RA

ME

SP

AR

TIA

L S

KIN

A WOODEN SKYSCRAPER

MIXED-COMMERCIAL/RESIDENTIAL

RESIDENTIAL

NEGATIVE-FACING STREET

POSITIVE-NOT FACING STREET

MO

DU

LA

RIT

Yp

ro

gr

am

ma

ss

ing

CIRCULATION/COMMERCIAL

FARMING/RECREATION

FORM

MT. ADAMS

“...ON TOP OF THE HILL”

SITE

PENDLETON

TORSIONcity view RUPTURE

STRE

ET V

ISIB

ILIT

Y

perspective view

diego macias


studio community table


studio community table

diego macias


THE ASSIGNMENT WAS TO WORK WITH A PARTNER ON CREATING A MORE UNITED STUDIO, BY MAKING SOMETHING. WE CHOSE TO

MAKE A FLAT TABLE ELIMINATE PHYSICAL BOUNDARIES AND INSPIRE COLLABORATIONS.

THE WORK WAS DONE WITH RHINO, A CNC MACHINE, AND VARIOUS POWER TOOLS.


diego macias


hand made


hand made

diego macias


THE ASSIGNMENT WAS TO USE MAYA TO CREATE A PANEL SYSTEM THAT WOULD THEN BE CONVERTED TO CNC MILLED FORM. THE

FORM WOULD BE VACUUM MOLDED AND MADE INTO A CONCRETE UNIT.


diego macias



diego macias


fin


fin

Documents

Diego Macias Portfolio