Diego Macias Portfolio
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Transcript of Diego Macias Portfolio
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
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
contact: 915.227.8037 [email protected]
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
post-occupancy evaluation
office to kitchen renovation
kitchen/cafe renovation
bathroom(s) remodel
office remodel
plumbing a building
structural design
fire protection
martial arts center
diego macias
contact: 915.227.8037 [email protected]
jewish community center
post-occupancy evaluation
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
post-occupancy evaluation
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
contact: 915.227.8037 [email protected]
Um publiis, senaris auracchum am ex meriaes Cupplicis, sulis aut publin su-pio C. Si sesid se facteremquam pere at
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
contact: 915.227.8037 [email protected]
office to kitchen renovation
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
office to kitchen renovation
diego macias
contact: 915.227.8037 [email protected]
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
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
"12
'-0"
5'-0
"
22'-0
"
14'-6"
4'-1
0"
18'-4 1/2" 4'-0"
1'-7 1/2"
18'-4 1/2" 4'-4 1/2"
5'-0
"
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
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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
"12
'-0"
5'-0
"
22'-0
"
14'-6"
4'-1
0"
18'-4 1/2" 4'-0"
1'-7 1/2"
18'-4 1/2" 4'-4 1/2"
5'-0
"
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
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
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
contact: 915.227.8037 [email protected]
kitchen/cafe renovation
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
kitchen/cafe renovation
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
contact: 915.227.8037 [email protected]
office renovation
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
office renovation
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
diego macias
contact: 915.227.8037 [email protected]
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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DRAWING TITLE DRAWING No.
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
ARCHITECT/ENGINEERSTAMP
Y:\_
Acad
\Pro
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Plu
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_Rev
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1/8" = 1'-0"
Client Name
Project NameEnter address here
OFFICE RENOVATION PROPOSAL 3
CheckerAuthor
A-1104
PR Issue Date
PR Numb
NO. REVISION / ISSUE DATE
SCALE: 1/8" = 1'-0"
LEVEL 1 PROPOSAL 3Herman Miller
1
2
4
3
VIEW 1
VIEW 2
VIEW 3
VIEW 4
BFBF
BF
BFBF
BF
228 SF
CONFD
165 SF
TEAMAREA
1225 SF
TEAMAREA
2 204 SFOFFICE 117 SF
OFFICE117 SF
OFFICE117 SF
OFFICE117 SF
OFFICE70 SF
COPY/PRINT
116 SF
TEAMAREA
3
123 SF
HUDDLE5
158 SF
HUDDLE6
107 SF
HUDDLE7
18447 SF
TEAMAREA
4
444 SF
PRINTROOM
98 SFOFFICE
98 SFOFFICE191 SF
MEN'S
162 SFWOMEN'S
147 SFELEC
28 SFCOPY/PRINT
27 SF
WATERHEATER
131 SF
HUDDLE1
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
CONFC
442 SFIT
273 SFSERVER
58 SFCLOSET
29 SFCLOSET
3925 SFWAREHOUSE
121 SFOFFICE
122 SFOFFICE
R
1340 Kemper Meadow DriveCincinnati, Ohio 45240ph: 513.742.7590fax: 513.742.7593www.processplus.com
SCALE
DRAWN BY
DATE
TITLE
CHECKED BY
DRAWING #
PROJECT #
REV.
REFERENCE DRAWING
DRAWING TITLE DRAWING No.
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
ARCHITECT/ENGINEERSTAMP
Y:\_
Acad
\Pro
cess
Plu
s\C
inti\
_Mod
els\
_Rev
it\P
roce
ssPl
usB
uild
ing.
rvt
3/18
/201
53:
33:4
6P
M
1/8" = 1'-0"
Client Name
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
contact: 915.227.8037 [email protected]
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
contact: 915.227.8037 [email protected]
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
contact: 915.227.8037 [email protected]
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75.28 SFSHOWER
R
1340 Kemper Meadow DriveCincinnati, Ohio 45240ph: 513.742.7590fax: 513.742.7593www.processplus.com
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DRAWN BY
DATE
TITLE
CHECKED BY
DRAWING #
PROJECT #
REV.
DRAWING TITLE DRAWING No.
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.
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
CINCINNATI CHEMICALSPLANT TOILET, SHOWER, &
LOCKER FACILITIESRENOVATION
BUILDING 4-FIRST FLOOR
JSDM
A-1101
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.
B
B
I
I
J
A
A
G G
I
I
C
D
A
C
B
A
B
C
XX
NO. REVISION / ISSUE BY: DATEA ISSUED FOR PRICING DM 03/02/15
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
1212
12
12
10
10
8
8
7
7
5
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
KOS HERREFI N INGEQ U IP MEN T
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#
P ED ESTRI A NW ALKW A YAB OV E
FF E530. 00 '
10 5, 000 SF
(CLO SE -C OU PLE
GLYC E RINER ECO VE RY
TO REF IN I NG &
S IT EC LE A R ASSETS)
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
FUTU R EB ULKTR UCKU NLO A DS
FUTU R EB ULKS TO RAGETA NK
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&
U NLO ADI N G PUM PS
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
NOR TH WES T MOD ULE
CO NV ERTI NG BE LOW
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 4FF E 527. 29
BUI LDI NG 370
FF E 528. 50
BUI LDI NG 19 6
S PHER IC ON E
S PHER IC ON E #2T UR BO
G ENERAT OR
R OOF
ROO F
ROO F
G LYC ERI NER EC OVER YP RO C ESS
EDT
EDT
EDT
M T
O PENTOB ELOWB ELOW
O PENTO
B ELOW
O PENTO
B ELOW
O PENTO
O PENTOB ELOW O PENTOB ELOW
O PENTOB ELOW O PENTOB ELOW
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
P ARKI NG100 SPAC ES
3 60M#
3 60M#
3 60M#
3 60M#
3 60M#
3 60M#
1085.31 SFLOCKER/TOILET
40.61 SFSTORAGE
75.28 SFSHOWER
R
1340 Kemper Meadow DriveCincinnati, Ohio 45240ph: 513.742.7590fax: 513.742.7593www.processplus.com
SCALE
DRAWN BY
DATE
TITLE
CHECKED BY
DRAWING #
PROJECT #
REV.
DRAWING TITLE DRAWING No.
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.
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
CINCINNATI CHEMICALSPLANT TOILET, SHOWER, &
LOCKER FACILITIESRENOVATION
BUILDING 4-FIRST FLOOR
JSDM
A-1101
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.
B
B
I
I
J
A
A
G G
I
I
C
D
A
C
B
A
B
C
XX
NO. REVISION / ISSUE BY: DATEA ISSUED FOR PRICING DM 03/02/15
diego macias
contact: 915.227.8037 [email protected]
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
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
KOS HERREFI N INGEQ U IP MEN T
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#
P ED ESTRI A NW ALKW A YAB OV E
FF E530. 00 '
10 5, 000 SF
(CLO SE -C OU PLE
GLYC E RINER ECO VE RY
TO REF IN I NG &
S IT EC LE A R ASSETS)
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
FUTU R EB ULKTR UCKU NLO A DS
FUTU R EB ULKS TO RAGETA NK
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&
U NLO ADI N G PUM PS
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
NOR TH WES T MOD ULE
CO NV ERTI NG BE LOW
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 4FF E 527. 29
BUI LDI NG 370
FF E 528. 50
BUI LDI NG 19 6
S PHER IC ON E
S PHER IC ON E #2T UR BO
G ENERAT OR
R OOF
ROO F
ROO F
G LYC ERI NER EC OVER YP RO C ESS
EDT
EDT
EDT
M T
O PENTOB ELOWB ELOW
O PENTO
B ELOW
O PENTO
B ELOW
O PENTO
O PENTOB ELOW O PENTOB ELOW
O PENTOB ELOW O PENTOB ELOW
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
P ARKI NG100 SPAC ES
3 60M#
3 60M#
3 60M#
3 60M#
3 60M#
3 60M#
1085.31 SFLOCKER/TOILET
40.61 SFSTORAGE
75.28 SFSHOWER
4' - 0 1/2" 4' - 11 1/2"
R
1340 Kemper Meadow DriveCincinnati, Ohio 45240ph: 513.742.7590fax: 513.742.7593www.processplus.com
SCALE
DRAWN BY
DATE
TITLE
CHECKED BY
DRAWING #
PROJECT #
REV.
DRAWING TITLE DRAWING No.
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.
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
CINCINNATI CHEMICALSPLANT TOILET, SHOWER, &
LOCKER FACILITIESRENOVATION
BUILDING 4-FIRST FLOOR
JSDM
A-1102
1411320
PROPOSEDMEN'S
TOILET, SHOWER, AND LOCKER
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
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.
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
NO. REVISION / ISSUE BY: DATEA ISSUED FOR PRICING DM 03/02/15
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
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
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
KOS HERREFI N INGEQ U IP MEN T
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#
P ED ESTRI A NW ALKW A YAB OV E
FF E530. 00 '
10 5, 000 SF
(CLO SE -C OU PLE
GLYC E RINER ECO VE RY
TO REF IN I NG &
S IT EC LE A R ASSETS)
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
FUTU R EB ULKTR UCKU NLO A DS
FUTU R EB ULKS TO RAGETA NK
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&
U NLO ADI N G PUM PS
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
NOR TH WES T MOD ULE
CO NV ERTI NG BE LOW
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 4FF E 527. 29
BUI LDI NG 370
FF E 528. 50
BUI LDI NG 19 6
S PHER IC ON E
S PHER IC ON E #2T UR BO
G ENERAT OR
R OOF
ROO F
ROO F
G LYC ERI NER EC OVER YP RO C ESS
EDT
EDT
EDT
M T
O PENTOB ELOWB ELOW
O PENTO
B ELOW
O PENTO
B ELOW
O PENTO
O PENTOB ELOW O PENTOB ELOW
O PENTOB ELOW O PENTOB ELOW
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
P ARKI NG100 SPAC ES
3 60M#
3 60M#
3 60M#
3 60M#
3 60M#
3 60M#
1085.31 SFLOCKER/TOILET
40.61 SFSTORAGE
75.28 SFSHOWER
4' - 0 1/2" 4' - 11 1/2"
R
1340 Kemper Meadow DriveCincinnati, Ohio 45240ph: 513.742.7590fax: 513.742.7593www.processplus.com
SCALE
DRAWN BY
DATE
TITLE
CHECKED BY
DRAWING #
PROJECT #
REV.
DRAWING TITLE DRAWING No.
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.
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
CINCINNATI CHEMICALSPLANT TOILET, SHOWER, &
LOCKER FACILITIESRENOVATION
BUILDING 4-FIRST FLOOR
JSDM
A-1102
1411320
PROPOSEDMEN'S
TOILET, SHOWER, AND LOCKER
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
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.
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
NO. REVISION / ISSUE BY: DATEA ISSUED FOR PRICING DM 03/02/15
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
contact: 915.227.8037 [email protected]
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
contact: 915.227.8037 [email protected]
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.
15631 JACINTOPORT BLVDHOUSTON, TX 77015
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
15631 JACINTOPORT BLVDHOUSTON, TX 77015
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
contact: 915.227.8037 [email protected]
FILE
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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
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UPD
ATED
BY:D
iego
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ias
PLO
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ATE:
24-A
pr-1
5|
11:2
6
E
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 SUITESTORMWATER ISOMETRIC
AS SHOWN
A 1409260
04/24/15REBGWC
B09M5103
REVISION HISTORY
REV DESCRIPTIONDATE DRAWN BY
A 04/24/15 ISSUE FOR REVIEW DM
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.
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
RD-1
RD-1
RD-1ORD-1
18"
8"
12"
10"
10"
10"
18"
10"
10"
CO
CO
CO
CO
CO
10"
ODN-1
FILE
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\B09
M51
00.d
wg
UP
DA
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BY
:Die
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acia
sP
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DA
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4-A
pr-1
5|
11:2
8
E
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 SUITEPROCESS WASTE ISOMETRIC
AS SHOWN
A 1409260
04/24/15REBGWC
B09M5100
REVISION HISTORY
REV DESCRIPTIONDATE DRAWN BY
A 04/24/15 ISSUED FOR REVIEW DM
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.
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
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:Die
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4-A
pr-1
5|
11:2
3
E
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 SUITESANITARY ISOMETRIC
AS SHOWN
A 1409260
04/24/15REBGWC
B09M5101
REVISION HISTORY
REV DESCRIPTIONDATE DRAWN BY
A 03/25/15 ISSUED FOR REVIEW DM
SCALE:
SANITARY 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.
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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UPD
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ias
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24-A
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11:2
9
E
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 SUITEOVERALL ROOF PLAN
AS SHOWN
A 1409260
04/24/15REBGWC
B09M1301
REVISION HISTORY
REV DESCRIPTIONDATE DRAWN BY
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.
SCALE:
ROOF PLAN1/8" = 1'-0"
TRUEPLAN
KEYPLANN N
N
A 04/24/15 ISSUED FOR REVIEW DM
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
structural design
diego macias
contact: 915.227.8037 [email protected]
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diego macias
contact: 915.227.8037 [email protected]
FIRST INTRODUCTION TO STEEL FRAMING, A PLATFORM FOR A FILTER PRESS AND A MULTI-OCCUPANCY WAREHOUSE.
WORK WAS DONE IN REVIT AND AUTOCAD.
R
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.
DRAWING NOTES:1. XXX.
#
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12-S
avor
yDet
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dDes
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Stru
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6-S-
1500
.dwg
UPD
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ias
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ATE:
7-Ap
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|14
:01
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
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.
DRAWING NOTES:1. XXX.
#
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dDes
ign\
Stru
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6-S
-150
1.dw
gU
PD
ATE
DB
Y:D
iego
Mac
ias
PLO
TD
ATE
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14:0
0
MA
TCH
LIN
E
SE
ED
WG
.S-1
500
MA
TCH
LIN
E
SE
ED
WG
.S-1
500
A
B
D
F
H
K
J
L
10'-6
"(R
EF.
)23
'-0"
(5E
QU
AL
SP
AC
ES
)
20'-0
"2'
-6"
27'-6
"
(6E
QU
AL
SP
AC
ES
)
27'-0
"
(6E
QU
AL
SP
AC
ES
)
9 10 11 12
17'-6
"
(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
contact: 915.227.8037 [email protected]
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
contact: 915.227.8037 [email protected]
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.
Um publiis, senaris auracchum am ex meriaes Cupplicis, sulis aut publin su-pio C. Si sesid se facteremquam pere at
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
Um publiis, senaris auracchum am ex meriaes Cupplicis, sulis aut publin su-pio C. Si sesid se facteremquam pere at
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
studio community table
diego macias
contact: 915.227.8037 [email protected]
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.
hand made
diego macias
contact: 915.227.8037 [email protected]
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.
fin