Diego Macias Portfolio

DIEGO MACIASPORTFOLIO

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

5224 Stewart AveCincinnati, OH(915) [email protected]

DIEGO MACIAS

EDUCATION

WORKC.C. Hodgson Architectural Group Cleveland, OH (August 2015 - Dec 2015)

Architectural Designer, Co-op Develop schematic presentations for clients under supervision of design architect using Adobe Photoshop/Illustrator/

InDesign, and AutoCAD/Revit Develop construction documents for ceilings and stairs independently and under guidance of project architect using Revit/AutoCAD Produce a 3D print of a 157,000sf building in SketchUp Assist project architect with program document for client using Microsoft Excel and Adobe InDesign

Process Plus Cincinnati, OH (Dec 2014 - July 2015)Architectural Designer, Co-op

Develop schematic and construction documents for architects, structural engineers, and mechanical 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 BackburnerAmped 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 PDFs 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 Administrations National Bridge Inspection

Standards

Revit-AutoCAD Rhino-Grasshopper-Sketchup-3dsMAX (Corona Renderer)-Maya-Dynamo Adobe Photoshop-Adobe Illustrator-Adobe InDesign Microsoft Office Digital Project/Catia RISA-KY-Pipe-HydraCAD-ArchiCAD-Form-Z

PROJECTS

SKILLS

[email protected] (915)227-8037 3 19

FIRST CHRISTIAN CHURCH

FREEDOM WAY

AT&T SWITCHING

ATHENAEUM

The Athenaeum was a studio to study the four elements of a building to create an integrated design.

Structure, circulation, program, and mechanical

[email protected] (915)227-8037 4 19

UP

UP

UP

DN

DN

UP

DNUPDN

DN

UP

DN

DN

DN

CL 110 2 3 4 5 6 7111213D 8

1a

2a

3a

4a

4b

4c

LIGHT STUDY - GALLERY SPACE

GALLERY

AUDITORIUM FOYER

GALLERY

ARCHIVE

Level -1-15' - 0"

Level 2.2522' - 6"

Level 0.332' - 6"

Level 5.2552' - 6"

Level 440' - 0"Analysis and in detail design was a requirement

to show the design intents, in my case, a formal ascent to view the landmarks of Columbus, IN.

The Kamamama Prairie was a studio collaboration and parts of the project

were divided into separate groups. My group worked on the infrastructure of

the project, including diagrams, and I worked on visualization after the

studio was over.

WATER

WELL18010

MIN. DISTANCE TO COTTAGE

MAX. DISTANCE TO COTTAGE

DIAGRAM 3

[email protected] (915)227-8037 5 19

DIAGRAM

WATER

WELL

SOLAR PUMP 1(SUBMERSIBLE)*WITH FLOW SWITCH

PUMP CONTROLLER

GROUND

BLADDER PRESSURE TANK

EVACUATED SOLAR TUBE

LOW FLOW FIXTURES

KAMAMA PRAIRIE COTTAGE

MARTIAL ARTS CENTER

One of the earlier design projects I completed, my intent was to disrupt to repetitive city block

Breakbreak the repetition and bore of the city street, a folding sheet creates open and closed dynamic spaces for the center

[email protected] (915)227-8037 8 19

The table was modeled in Rhino to create a template for our cuts in the wood shop. Modifications were made after construction to

stabilize the desk/desks; such as the tension cables to provide

lateral bracing and table leaf connectors to provide a flat

surface.

The studio community table was a collaborative effort

with fellow classmate, Ganesh Raman. The purpose was to design something that would

enhance collaboration during the semester.

STUDIO COLLABORATION PIECE

[email protected] (915)227-8037 9 19

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.

The partner I worked with was Sergey Kahn and we were assigned to the kitchen/cafe. We proposed to a renovation to create a more central, lively,

and successful space.

The circulation, or how customers walkthrough the cafe, is important to the functionality and efficiency of the cafe. Diagrammed above is an example of how people can enter the cafe closer to the entrance as well as change how the vending machines, if necessary, are seen. The vending machines would no longer be seen as you enter the JCC but rather, as you wait in line to purchase an order.

C A F E C I R C U L A T I O N

P R O P O S A L SORDER

VENDING MACHINESVENDING MACHINES

CAFE ENTRY

CAFE ENTRY

CLOSER TO JCC

ENTRANCE

PICKUP

E X I S T I N G C I R C U L A T I O NP R O P O S E D C I R C U L A T I O N

PICK UPORDER

34 | Food Services Food Services | 35

VENDING MACHINES

BOOKCASE

The following proposal is a further inverstigation in how fluidity can be achieved in the cafe by changing how one enters the cafe space from the main entrance of the JCC. The vending machines and shelving system are placed in line to display the credit. As you exit from the cafe, the coffee fixings and miscellaneous items, such as utensils or napkins, are on a separate counter. There is also a direct line of axis that leads to the courtyard.

C A F E C I R C U L A T I O N A N D S E A T I N G

P R O P O S A L SPICKUP COFFEE STATIONORDER


JEWISH COMMUNITY CENTER - POST-OCCUPANCY

P R O P O S A L S

The proposed design involve a new fountain with seating attached to it. There would also be a small fire in the center that is reminiscent of the fire symbol throughout the JCC.

Trellises provided shaded walkways around the existing paved walkway as well as a new shaded seating area in each part.

The cafe would also extend more permanently outside with a glass shading to give shading to people in a more predictable manner.

Facing Page: JCC Courtyard

From top to bottom: Water fountain, benches, seating area


P R O P O S A L S

The proposed design involve a new fountain with seating attached to it. There would also be a small fire in the center that is reminiscent of the fire symbol throughout the JCC.

Trellises provided shaded walkways around the existing paved walkway as well as a new shaded seating area in each part.

The cafe would also extend more permanently outside with a glass shading to give shading to people in a more predictable manner.

Facing Page: JCC Courtyard

From top to bottom: Water fountain, benches, seating area


[email protected] (915)227-8037 11 19

/A A154

OPEN TO ABOVE

1'-0"4'-0"

EQEQ

1'-2"

3'-6"6'-6" 6'-6" 6'-6"

6'-0"

2'-10

"

1'-2"

1'-2"

EQ

EQ

EQ

EQ

EQEQ

EQEQ

9'-0"1

9'-0"2

8'-0"3

8'-0"1

EQEQ

8'-0"1

EQ10

'-8"

10'-8

"EQ

EQ EQ

EQEQ

1'-2"

1'-2"

2" / 12"

EQEQ

EQ EQ

9'-0"1

9'-0"1

9'-0"6

8'-0"3

8'-6"1 8'-6"1

9'-0"1

9'-8"2

9'-8"2 4'-0"

3'-11

3/8"

4'-0"1'-0"

VINYL SOFFIT W/ J MOLD

8'-4"2

9'-0"2

8'-8"1

9'-0"7

8'-4"1

8'-0"1

8'-8"7

1083

1082

1085

1086

10811079 1078

1074

A

A

A

A

A 1095 1096 1097 1098 1099 11001102

A

AAAAA

A

107610901091

A A

1077 1075

1103

1104

1107

1110

1112

1108

1107

1113

1107

1114

1115

1116

1093 1094

1080

1084

1087

1088

1105

1106

1109

1111

8'-0"3

8'-0"3

8'-0"38'-0"3

8'-8"1

8'-0"38'-0"3

8'-0"3 8'-0"3

1'-0"

1'-0"

8'-8"1

8'-8"1

8'-4"1

8'-4"1

3'-0"

3'-0"

3'-0"

4'-6" 4'-6"

EQEQ

8'-0"1

8'-0"1

3'-0"

8'-8"1

EQ EQ

EQ5'-

0"EQ

EQEQ

EQ EQ

EQ EQ 8'-4"1

9'-0"2

8'-4"1 8'-4"1

EQ EQ EQ EQ

EQEQ

EQ EQ

8'-4"1

8'-4"1

EQ 10'-0" EQ

9'-0"1

4

CEILING 13' - 2" L.P.

4'-0"

EQ EQEQ EQ

1117

2'-7"

8'-0"1

9'-0"2

1074

EQ EQ

1101

EQ

EQEQ

EQ

8'-4"1 8'-4"1

9'-0"1

1073

1001

2'-0"

2'-0"

9'-0"2

1072

1072

9'-0"2

1'-0"

1'-0"

9'-0"1

8'-0"1

1'-5"

EQEQ

1'-5"

EQEQ

8'-4"1

3'-1 5/8"

EQEQ EQ EQ

1

A153

TYP

8'-4"2 8'-4"2 8'-4"2 8'-4"2 8'-4"2 8'-4"2

1086

1081

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

2'-6"

5'-6" E

QEQ

EQ EQ

1'-5" 1'-5"

8'-4"2 8'-4"2

2

A153

TYP

EQ

EQ

6'-0"

4'-0"

EQEQ

EQ

EQ EQ

4'-0"

EQ EQ EQ EQ

EQEQ

8'-4"5

/A A154

/A A152

/A A152

9'-0"2

9'-0"2

8'-4"1

8'-0"1

8'-0"1

EQ EQ

EQEQ

8'-4"1

8'-4"1

3'-0"

3'-0"

2

A153

TYP

2

A153

TYP

3'-0" 3'-0"EQEQ

EQEQ

EQEQ

RCP GENERAL NOTES:

1. CEILING GRID IS TO BE PREFINISHED TO MATCH CEILING PANELS. ALLDIFFUSERS, SPEAKERS, ETC. THAT ARE A PART OF THE CEILING SYSTEM ARETO BE PAINTED OR PREFINISHED TO MATCH GRID SYSTEM.

2. GYPSUM BOARD CEILING AND SOFFITS ARE TO BE PAINTED. VERTICALSURFACES OF SOFFIT ARE TO RECEIVE FINISH TO MATCH ADJACENT WALLS.

3. BALANCE CEILING GRID SYSTEM IN BOTH DIRECTIONS IN ALL SPACES,UNLESS INDICATED OTHERWISE.

4. COORDINATE DIFFUSER AND LIGHT FIXTURE LOCATIONS WITH MECHANICALAND ELECTRICAL REQUIREMENTS. EXACT LOCATIONS SHOWN ONARCHITECTURAL CEILING PLANS SHALL GOVERN UNLESS MAJOR CONFLICTSOCCUR. THE ARCHITECT IS TO BE NOTIFIED OF ANY DISCREPANCIES.

5. COORDINATE LOCATIONS OF SPRINKLER HEADS WITH APPROVED SHOPDRAWINGS. HEADS TO BE LOCATED IN THE CENTER OF A CEILING TILE INSUSPENDED ACOUSTIC CEILINGS.

6. REFLECTED CEILING PLANS MAY NOT SHOW FULL EXTENT OF LIGHTING,MECHANICAL PENETRATIONS OR REQUIRED ACCESS PANELS. COORDINATEWITH MECHANICAL AND ELECTRICAL DRAWINGS FOR ANY ADDITIONALINFORMATION. BRING ANY CONFLICTS TO THE ATTENTION OF THE ARCHITECTFOR CLARIFICATION.

7. PROVIDE SUPPORT AND REINFORCEMENT FOR PENDANT LIGHT FIXTURES ASREQUIRED.

8. GYP BOARD AND FRAMING WILL BE REQUIRED WHERE MECHANCAL DUCTS,PIPES AND MISC. STRUCTURAL MEMBERS ENTER SPACE.

9. USE MOISTURE RESISTANT GYPSUM BOARD AT ALL WET LOCATIONS.

FL-2 : 2'x4' RECESSED FLOURESCENT LIGHT FIXTURE

PD-1 : PENDANT LIGHT FIXTURE


LEGEND:


WS-1 : WALL SCONCE FIXTURE

EXIT SIGN

DL-1 : 6" RECESSED CAN LIGHT FIXTURE


ROOF HATCH

FL-3 : 1'x4' CEILING MOUNTED FLOURESCENT LIGHT FIXTURE

DL-2 : 6" RECESSED CAN WALL WASHER LIGHT FIXTURE

TYPE 1:PAINTED GYPSUM BOARD. USE FIBER-REINFORCED WATER AND MOLDRESISTANT GYPSUM PANEL IN BATHING ROOMS.

TYPE 2:2' X 2' ACOUSTICAL PANEL CEILING SYSTEM WITH TEGULAR EDGE.REFER TO SPECIFICATION SECTION 095100.


TYPE 4:PAINTED GYPSUM BOARD FIRE-RATED CEILING TO COMPLY WITHEXISTING 2HR RATED FLOOR CONSTRUCTION ASSEMBLY. REFER TO ULDESIGN NO. P512 OR P523.


TYPE 6:2' X 4' VINYL-COVERED ACOUSTICAL PANEL CEILING SYSTEM. REFER TOSPECIFICATION SECTION 095100.

TYPE 7:MDF CEILING PLANKS ON SUSPENDED GRID SYSTEM. REFER TOSPECIFICATION SECTION 095100.

CEILING TYPES:

9' - 0"

8' - 4"

7' - 11"

8 3/4"

5"8"

3/4"1 1/2"

4 1/4"1 1/2"3/4"

1/4"

3/4"

1/2"

1 1/2"

2"

3/4" EXTERIOR GRADE PLYWOOD

FINISH HARDWOOD TRIM

3"

3-5/8" METAL STUD

3 3/4"

8 3/8"

8' - 8"

8' - 0"

4"

3"4 1/8"

7 1/4"1/2"5/8"

5/8" GYPSUM WALLBOARD

5/8"

1 1/2"

1 7/8"

VARIES (SEE PLAN)

VARIES (SEE PLAN)

CEILING TYPE VARIES (SEE PLAN)

N

A1

B4

B1

B2

B3

C1

C2

D1

2015 c.c. hodgson architectural group - All Rights Reserved

Issue: Date:

Job

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Cornelia C. Hodgson, Ohio 10787, Expires 2015.12.31

11/1

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A153

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.10.23

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PERMIT 2015.10.23

1/8" = 1'-0"A153A FIRST FLOOR RCP B1 & B4

Rev Description Date

1 1/2" = 1'-0"A1531 CEILING DETAIL

1 1/2" = 1'-0"A1532 CEILING DETAIL 2

/A A154

OPEN TO ABOVE

1'-0"4'-0"

EQEQ

1'-2"

3'-6"6'-6" 6'-6" 6'-6"

6'-0"

2'-10

"

1'-2"

1'-2"

EQ

EQ

EQ

EQ

EQEQ

EQEQ

9'-0"1

9'-0"2

8'-0"3

8'-0"1

EQEQ

8'-0"1

EQ10

'-8"

10'-8

"EQ

EQ EQ

EQEQ

1'-2"

1'-2"

2" / 12"

EQEQ

EQ EQ

9'-0"1

9'-0"1

9'-0"6

8'-0"3

8'-6"1 8'-6"1

9'-0"1

9'-8"2

9'-8"2 4'-0"

3'-11

3/8"

4'-0"1'-0"

VINYL SOFFIT W/ J MOLD

8'-4"2

9'-0"2

8'-8"1

9'-0"7

8'-4"1

8'-0"1

8'-8"7

1083

1082

1085

1086

10811079 1078

1074

A

A

A

A

A 1095 1096 1097 1098 1099 11001102

A

AAAAA

A

107610901091

A A

1077 1075

1103

1104

1107

1110

1112

1108

1107

1113

1107

1114

1115

1116

1093 1094

1080

1084

1087

1088

1105

1106

1109

1111

8'-0"3

8'-0"3

8'-0"38'-0"3

8'-8"1

8'-0"38'-0"3

8'-0"3 8'-0"3

1'-0"

1'-0"

8'-8"1

8'-8"1

8'-4"1

8'-4"1

3'-0"

3'-0"

3'-0"

4'-6" 4'-6"

EQEQ

8'-0"1

8'-0"1

3'-0"

8'-8"1

EQ EQ

EQ5'-

0"EQ

EQEQ

EQ EQ

EQ EQ 8'-4"1

9'-0"2

8'-4"1 8'-4"1

EQ EQ EQ EQ

EQEQ

EQ EQ

8'-4"1

8'-4"1

EQ 10'-0" EQ

9'-0"1

4

CEILING 13' - 2" L.P.

4'-0"

EQ EQEQ EQ

1117

2'-7"

8'-0"1

9'-0"2

1074

EQ EQ

1101

EQ

EQEQ

EQ

8'-4"1 8'-4"1

9'-0"1

1073

1001

2'-0"

2'-0"

9'-0"2

1072

1072

9'-0"2

1'-0"

1'-0"

9'-0"1

8'-0"1

1'-5"

EQEQ

1'-5"

EQEQ

8'-4"1

3'-1 5/8"

EQEQ EQ EQ

1

A153

TYP

8'-4"2 8'-4"2 8'-4"2 8'-4"2 8'-4"2 8'-4"2

1086

1081

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

2'-6"

5'-6" E

QEQ

EQ EQ

1'-5" 1'-5"

8'-4"2 8'-4"2

2

A153

TYP

EQ

EQ

6'-0"

4'-0"

EQEQ

EQ

EQ EQ

4'-0"

EQ EQ EQ EQ

EQEQ

8'-4"5

/A A154

/A A152

/A A152

9'-0"2

9'-0"2

8'-4"1

8'-0"1

8'-0"1

EQ EQ

EQEQ

8'-4"1

8'-4"1

3'-0"

3'-0"

2

A153

TYP

2

A153

TYP

3'-0" 3'-0"EQEQ

EQEQ

EQEQ

RCP GENERAL NOTES:













LEGEND:



EXIT SIGN



ROOF HATCH










CEILING TYPES:

9' - 0"

8' - 4"

7' - 11"

8 3/4"

5"8"

3/4"1 1/2"

4 1/4"1 1/2"3/4"

1/4"

3/4"

1/2"

1 1/2"

2"

3/4" EXTERIOR GRADE PLYWOOD

FINISH HARDWOOD TRIM

3"

3-5/8" METAL STUD

3 3/4"

8 3/8"

8' - 8"

8' - 0"

4"

3"4 1/8"

7 1/4"1/2"5/8"

5/8" GYPSUM WALLBOARD

5/8"

1 1/2"

1 7/8"

VARIES (SEE PLAN)

VARIES (SEE PLAN)

CEILING TYPE VARIES (SEE PLAN)

N

A1

B4

B1

B2

B3

C1

C2

D1


Issue: Date:

Job

No.

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11/1

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A153

2015

.10.23

132

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PERMIT 2015.10.23



1 1/2" = 1'-0"A1531 CEILING DETAIL

1 1/2" = 1'-0"A1532 CEILING DETAIL 2

RCP GENERAL NOTES:










/A A153

8'-4"2

8'-4"2

8'-4"2

9'-0"7

8'-4"1

8'-4"1

8'-0"3

8'-0"3

8'-0"3

9'-0"2

8'-0"3

8'-0"3

8'-0"3

8'-0"39'-0"2

9'-0"2

8'-0"3 9'-0"2

8'-8"1

8'-0"18'-0"1

9'-0"7

8'-8"1

8'-8"1

8'-4"1

8'-0"3

8'-0"3

8'-0"3

9'-0"28'-0"3 8'-0"3

8'-0"3

8'-8"1 8'-8"1

8'-4"1 8'-4"1

8'-4"1

8'-4"1

8'-4"1

8'-8"7

8'-0"3

8'-8"1

1044

A

A1045

1046

A

1048

A

1049

A

1051

1050

1034

1054

10531056

10571040

1038

1034

A

A

1062

1061

A

A

1059

1058

A

1063

1064

A

1034

1066

1036

1035

1037

1002

1067

1065

1071

10700001

1069 1001

1068

1001

1003

1005

A

1033

A

1006

1007

A1004

1032

1031

1030

A1009

1010

A

A

1011

1012

A1025

1022

1023

A

A

1021A

1020

A

10191018

A

1017

A

1015

A1014

10088'-0"3

8'-4"1

3'-0"

8'-0"3 8'-0"3

8'-0"3

8'-8"7

4'-0"

10'-0

"

EQ EQ

8'-0"

3'-0"

3'-0"

10261028

1029

1'-0" 1'-0"

8'-4"1

1042

1041A

A

8'-0"3

EQ EQ

EQEQ

EQEQ

EQEQ

8'-0"1

8'-0"1

8'-0"1

8'-0"1

EQ EQ

EQEQ

EQEQ

1'-0"

1'-0"

EQ

EQ

9'-0"2

8'-8"1

8'-8"1

8'-4"1 8'-4"1

8'-4"1 8'-4"1

EQEQ

EQEQ

8'-4"1

8'-8"1

8'-4"1

8'-8"1

8'-4"1

3'-0"

EQ

EQEQ

EQ

8'-4"1 8'-4"1

9'-0"1

1073

1001

2'-0"

2'-0"

9'-0"2

1072

1072

9'-0"2

1'-0"

1'-0"

EQ

5'-0"

EQ

EQEQ

EQEQ

EQEQ

8'-0" 8'-0" 8'-0" 8'-0"

8'-0"

EQEQ

EQEQ

EQ 5'-0" EQ

EQEQ

EQ EQ EQEQ

8'-4"1

EQ 4'-0" EQ

EQ4'-

0"EQ

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

1049

8'-4"2

8'-4"28'-4"2

1044

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

1020 1015

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

8'-4"2

3'-0"

3'-0"

EQ

EQ

EQEQ

1'-5"

1'-5"

1'-5"

1'-5"

EQ

EQ

EQ

EQ 10398'-0"1

9'-0"1

8'-0"1

8'-0"1

9'-0"1

EQ EQ

EQ4'-

6"4'-

6"EQ

4'-0"

8'-4"1

1031

1031

1

A153

TYP

2

A153

TYP

1

A153

TYP

2

A153

TYP

EQ

EQ

EQ

EQ

EQ

EQ

EQEQ

EQEQ

EQ EQ

8'-4"5

EQ EQ

8'-8"1

/A A153

/A A155

/A A155




LEGEND:



EXIT SIGN



ROOF HATCH










CEILING TYPES:

N

A1

B4

B1

B2

B3

C1

C2

D1


Issue: Date:

Job

No.

:D

raw

n:Ch

ecke

d:D

ate:


11/1

0/20

15 5

:24:

46 P

M

C201

2.04

TKJ

RK

FIRS

T FL

OO

R RC

P B2

& B

3

A154

2015

.10.23

132

EAST

ALE

XA

ND

RIA

PIK

EA

LEX

AN

DRI

A, K

Y

THE

SEA

SON

S @

ALE

XA

ND

RIA

PERMIT 2015.10.23



UP

DN

3' - 10"

10 TREADS @ 11"

9' - 2" 5' - 9 1/2"

8' - 1

1/2"

STAIR-C1A

4' - 9"

9 TREADS @ 11"

8' - 3" 5' - 9 1/2"

1' - 11"

WALL MOUNTED HANDRAIL HANDRAIL MOUNTED ON CONT. 42"GUARDRAIL

1 1/2" STL PIPE GUARDRAIL @ 42" ABOVENOSING, TYP.

18' - 9 1/2"

3' - 8

"

9 1/2"

3' - 8

"

5' - 7 1/2"3' - 8"

18' - 9 1/2"

3' - 10"

10 TREADS @ 11"

9' - 2" 5' - 9 1/2"

4' - 9"

9 TREADS @ 11"

8' - 3" 5' - 9 1/2"

3' - 8

"

9 1/2"

3' - 8

"

8' - 1

1/2"

5' - 7 1/2"3' - 8"

WALL MOUNTED HANDRAIL

HANDRAIL MOUNTED ON CONT. 42"GUARDRAIL

1 1/2" STL PIPE GUARDRAIL @ 42" ABOVENOSING, TYP.

WALL MOUNTED HANDRAIL

1' - 11" 1' - 0"

4' - 5

1/2"

1' - 0"

FIRST FLOOR0' - 0"

SECOND FLOOR12' - 0"

B/ DECK23' - 0"

10 R

ISER

S

5' - 8

9/16

"

11 R

ISER

S

6' - 3

7/16

"

THICKENED SLAB @ BASEOF STAIR, REFER TOSTRUCTURAL DRAWINGS

9' - 4 1/2" 1 1/2" STL PIPE GUARDRAIL @ 42" ABOVENOSING, TYP.

HANDRAIL MOUNTED ON CONT. 42"GUARDRAIL

3' - 6

"

EQ.2' - 6"2' - 6"EQ.

EQ. 2' - 6" 2' - 6" 2' - 6" EQ.

10' - 3 1/2"

11' -

0"12

' - 0"

2' - 1

0"

3/4" SQUARE BAR STOCK BALUSTERS

4" WIRE MESH

1' - 11"

7' - 5

1/2"

ALIGN FURRINGWALL FINISH WITHCORRIDOR WALL

HOIST BEAM, REFER TOSTRUCTURAL DRAWINGS

ELEV-C21076

8' - 8

"

11' - 11 3/4"

16" X 16" X 16" DEEP SUMP PITINTEGRAL W/ PIT FLOOR, SLOPEFLOOR 1/4" PER FOOT TO SUMP

W/ REMOVEABLE GALV. STEELGRATING

ALIGN FURRINGWALL FINISH WITH

CORRIDOR WALL

ALIGN FURRINGWALL FINISH WITHCORRIDOR WALL

ALIGN FURRINGWALL FINISH WITH

CORRIDOR WALL

STEEL PIT LADDERMECHANICALLYFASTENED TO WALL

STRETCHER BEAM,REFER TO STRUCTURAL

DRAWINGS

7' - 5

1/2"

10' - 9 1/4" CLEAR

CLR.

OPEN

ING

4'-0

"

FIRST FLOOR0' - 0"


B/ DECK23' - 0"

16" X 16" X 16" DEEP SUMPPIT INTEGRAL WITH PITFLOOR, SLOPE FLOOR1/4" PER FOOT


ELEVATOR CAR DOOR

OPEN

ING

7'-0

"

?

STRETCHER BEAM AT EACH FLOOR,REFER TO STRUCTURAL DRAWINGS

SILL ASSEMBLY ELEVATOR MNF,TYP.

REMOVEABLE GALV. STEELGRATING W/GALV. ANGLEFRAME-CUT GRATING FORSUMP PUMP

3'-6

"

1' - 6" 7"

ELEVATOR DOOR HEAD & JAMB BYELEV. MNFR., TYP.

NOTE:COORDINATE ALL HOISTWAYDIMENSIONS AND OPENINGSWITH APPROVED ELEVATORMNFR. SHOP DRAWINGS MIN R-30 TAPERED RIGID INSULATION

MIN R-30 TAPERED RIGID INSULATION

?

FLUID APPLIED WATERPROOFING ALLAROUND

8'-0

"

11'-

0"12

'-0"

VERI

FYW

/ELE

V.MN

FR.

12'-

5"MI

N.CL

EAR

ELEV

ATOR

RUN

DIST

.

12'-

0"

PIT

DEPT

H

4'-0

"

3" X 8" X 1/4" STEEL BENT PLATE SUPPORTSMECH. FASTENED TO WALLS, TYP.

1 1/2" X 1/4" STEEL BAR STRINGERS & 3/4" DIA.STEEL ROD RUNGS @ 12" O.C.

CAB

HEIG

HT

7'-9

"

9'-0

"

REAR

REAR

FRON

T

2-HR. RATED 8" C.M.U. WALL W/HORIZ. JT. REINF. @ 16" O.C.VERT.,TYP.

WAL

LOPE

NING

7'-2

"

WAL

LOPE

NING

7'-2

"

DOOR

OPEN

ING

7'-0

"

DOOR

OPEN

ING

7'-0

"

WAL

LOPE

NING

7'-2

"

3A354ELEV-C1B

1061

ELEV-C1A1062

10' - 9 1/4"

11' - 11 3/4"

CLEA

R

7'-6

3/4"

4"

CLEA

R

7'-6

3/4"

FUTURE

93/4"

INFI

L LW

ALL

4'-4

"3'

-8"

4'-4

"2'

-33/4

"

CLR.

OPEN

ING

4'-0

"

15'-

51/2"

16'-

8"

FRAME TEMP. WALL TO BEREMOVED FOR FUTURECLR. OPENING

SHAFTWALL ASSEMBLYCENTERED ON STRETCHERBEAM

STRETCHER BEAM, REFERTO STRUCT. DWGS., TYP.

HOIST BEAM, REFER TOSTRUCT. DWGS., TYP.

STEEL PIT LADDERMECHANICALL FASTENEDTO WALL

ALIGN FURRING WALLFINISH WITH CORRIDORWALL



FIRST FLOOR0' - 0"


B/ DECK23' - 0"

3'-6

"

7" 1' - 6"

PIT

DEPT

H

4'-0

"

ELEV

ATOR

RUN

DIST

.

12'-

0"

VERI

FYW

/ELE

V.MN

FR.

12'-

5"MI

N.CL

EAR

CLR. HOISTWAY

10' - 9 1/4"

CAB

HEIG

HT

7'-9

"

12'-

0"11

'-0"

DOOR

OPEN

ING

7'-0

"

DOOR

OPEN

ING

7'-0

"W

ALLO

PENI

NG

7'-2

"

WAL

LOPE

NING

7'-2

"9'-0

"9'

-0"

FRON

TFR

ONT

FRAME FOR FUTURE DOOR

FRAME FOR FUTURE DOOR

1 1/2" X 1/4" STEEL BAR STRINGERS & 3/4" DIA.STEEL ROD RUNGS @ 12" O.C.

3" X 8" X 1/4" STEEL BENT PLATE SUPPORTSMECH. FASTENED TO WALLS, TYP.

2-HR. RATED 8" C.M.U. WALL W/HORIZ. JT. EIF. @ 16" O.C.VERT. , TYP.

SILL ASSEMBLY BYELEVATOR MNFR., TYP.

REMOVEABLE GALV STEELGRATING W/GALV. ANGLEFRAME-CUT GRATING FORSUMP PUMP

16" X 16" X 16" DEEP SUMP PITINTEGAL WITH PIT FLOOR,SLOPE FLOOR 1/4" PER FOOT

FLUID APPLIED WATERPROOFING ALLAROUND


STRETCHER BEAM AT EACHFLOOR, REFER TOSTRUCTURAL DRAWINGS

ELEVATOR DOOR HEADAND JAMB BY ELEV.MNFR., TYP.

1 1/2" METAL ROOF DECK, SEE STRUCT

NOTE:COORDINATE ALL HOISTWAYDIMENSIONS AND OPENINGSWITH APPROVED ELEVATORMNFR. SHOP DRAWINGS


Issue: Date:

Job

No.

:D

raw

n:Ch

ecke

d:D

ate:


11/1

0/20

15 5

:41:

39 P

M

C201

2.04

DM

RCK

ELEV

ATO

R A

ND

STA

IRSE

CTIO

NS

- BU

ILD

ING

C

A354

2015

.10.23

132

EAST

ALE

XA

ND

RIA

PIK

EA

LEX

AN

DRI

A, K

Y

THE

SEA

SON

S @

ALE

XA

ND

RIA

PERMIT 2015.10.23

1/4" = 1'-0"A354A STAIR C1A - FIRST FLOOR

1/4" = 1'-0"A354B STAIR C1A - SECOND FLOOR

1/4" = 1'-0"A3541 STAIR C1A - LONGITUDINAL

1/4" = 1'-0"A354C ELEVATOR C2

1/4" = 1'-0"A3542 ELEVATOR C2 -LONGITUDINAL

1/4" = 1'-0"A354D ELEVATOR C1A

1/4" = 1'-0"A3543 ELEVATOR C1A - LONGITUDINAL


CCH-COOP-SENIOR LIVING

[email protected] (915)227-8037 12 19

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

VISUALIZATION AT PROCESS PLUS

[email protected] (915)227-8037 13 19

VU-31300#

VU-1 VU-1

AHU-4

VU-2

UNIT ID

R

FILE

NA

ME

:Y:\_

Aca

d\S

ensi

ent\H

arbo

rBea

ch\1

4042

12-S

avor

yDet

aile

dDes

ign\

Stru

ct\2

6-S

-150

0.dw

gU

PD

ATE

DB

Y:D

iego

Mac

ias

PLO

TD

ATE

:15-

Apr

-15

|14

:39

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

1 2 3 4 5 6 7

MA

TCH

LIN

E

SE

ED

WG

.S-1

501

MA

TCH

LIN

E

SE

ED

WG

.S-1

501

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"

(4E

QU

AL

SP

AC

ES

)

54'-6

"

LOW ROOF FRAMING(SEE DWG. 26-S-1502)

T/S EL = VARIES SEE PLAN

2'-0"

31'-6

"(6

EQ

UA

LS

PA

CE

S)

8'-1

0"(2

EQ

.SP

AC

ES

)18

'-0"

(6E

QU

AL

SP

AC

ES

)

W16x26

SP

AN

DE

CK

17'-8

"(8

EQ

UA

LS

PA

CE

S)

31'-6

"(6

EQ

UA

LS

PA

CE

S)

SPANLONG

SPANLONG

16K5

16K5

16K5

16K5

16K5

16K5

16KCS5

W16x26

SP

AN

DE

CK

SP

AN

DE

CK

SP

AN

DE

CK

SP

AN

DE

CK

SP

AN

DE

CK

T/S 129'-6 1/2"

76'-0

" 16K5

E

16'-0

"

(4E

QU

AL

SP

AC

ES

)

28G

6N9K

(SLO

PE

S)

28G

6N9K

(SLO

PE

S)

28G

6N9K

(SLO

PE

S)

W21

X48

(SLO

PE

S)

W12

X48

(SLO

PE

S)

FRA

ME

5

W24

X68

(SLO

PE

S)

28G

SP

10(S

LOP

ES

)

28G

SP

10(S

LOP

ES

)

W21

X48

(SLO

PE

S)

28G

SP

10(S

LOP

ES

)

88'-0"

16KCS5

16KCS5

W-SHAPE BM

IFC FOR JOISTS AND JOIST GIRDERS ONLY

DRAWING NOTES:1. PERIMETER ANGLE L4x4x5/8 CONT.

2. 8" N.W. CMU WALL WITH #5 VERT @ 16" O.C. IN GROUTED CELLCENTERED IN WALL.

3. BOLT PERIMETER ANGLE TO CMU WALL WITH 1/2" HILTIEXPANSION ANCHORS @ 24" O.C.

4. 4" THICK EXTERIOR INSULATED WALL PANEL. SEEARCHITECTURAL DWGS. FOR DETAILS.

5. 6" THICK FREEZER WALL PANEL. SEE ARCHITECTURAL DWGS.FOR DETAILS.

6. EXISTING PRECAST CONCRETE WALL PANEL/PARAPET. FIELDVERIFY WALL THICKNESS AND T/WALL ELEVATION ANDREPORT TO ARCHITECT & ENGINEER OF RECORD.

7. SEE GENERAL NOTE 20 ON DWG. 26-S-0100.

8. SEE GENERAL NOTE 21 ON DWG. 26-S-0100.

9. PERIMETER ANGLE AT HVAC OPENING FOR ROOF DECK EDGESUPPORT. SEE SECTIONS "7", "8", & "11" ON DWG. 26-S-4500.

10. HSS 1 1/2 x1 1/2 x 3/16 x 2'-6" LG. DECK BEAM @ 24" O.C. LAID INFLUTES OF DECK.

11. L4x4x3/8 CONT. SHELF ANGLE FOR BAR JOISTS SEAT(SLOPES).

12. HSS 1 1/2 x1 1/2 x 3/16 DECK BEAM FROM COLUMN LINE "G" TOCOLUMN LINE "K" (SLOPES) LAID IN FLUTE OF DECK.

13. MOMENT CONNECTION. SEE DETAIL " " ON DWG. 26-S-4500.

14. JOIST GIRDER SEAT BEARING ELEVAT=T/S 130'-4 1/2".

15. JOIST SEAT BEARING ELEV=T/S 130'-9 1/2".

16. ASSUMED T'S ELEV. SEE NOTE 6 ON THIS DWG.

17. FRAME SCRUBBER OPENING. SEE SECTION "8" ON 26-S-4500 &LOCATE PER EQUIPMENT PLAN.

18. ALL BAR JOISTS AND JOIST GIRDERS FRAMING TO BEALIGNED. DO NOT STAGGER MEMBERS.

19. INSULATED WALL PANEL SUPPORTED BY ROOF SYSTEM.DESIGN LOAD = 50 LB/FT.

20. INSULATED WALL PANEL SUPPORTED BY ROOF SYSTEM.DESIGN LOAD = 100 LB/FT.

#

4

6 2

3

3

2

8 8 8 8 8

8

7 7

47'-2"

FRAME A

W-S

HA

PE

BM

W-SHAPE BMFRAME B

1'-4"

TRUSS FRAME B TRUSS FRAME B

TRUSS FRAME ATRUSS FRAME A

TRU

SS

FRA

ME

2(S

LOP

ES

)

TRU

SS

FRA

ME

1(S

LOP

ES

)

TRU

SS

FRA

ME

3(S

LOP

ES

)

5

FRA

ME

1

FRA

ME

2

FRA

ME

2

FRA

ME

4

FRAME C

1'-2

"FA

CE

OF

CM

U

CO

NTR

AC

TOR

TOFI

ELD

VE

RIF

Y

1'-2"

1'-2" FACE OF WALL PANEL

4"

5

1'-4

"

1'-2

"FA

CE

OF

WA

L LP

AN

EL

4

4


FRAME D

4

1

1'-2

"FA

CE

OF

WA

LLP

AN

EL

99

9

9

W-S

HA

PE

BM

W-SHAPE BM

W-SHAPE BM

W-S

HA

PE

BM

W-S

HA

PE

BM

W-S

HA

PE

BM

1226-S-4501

CR

IDG

E(T

/S13

0'-7

")L

1

2'-0"

EQUIPMENT TOWER

10

11

12

12

2'-0"

T/S 130'-7" H.P. @ COL. LINE "K"

W16

x31

W16

x31

W16x26

T/S 131'-0"T/S 131'-0"

W16x26T/S 130'-7" H.P.@ COL. LINE "K"

13

T/S 129'-0"

1313

13 13 13

OPEN

16KCS5

16KCS5

16KCS5

16KCS5

20KCS5

16KCS5

20KCS5

20KCS5

20KCS5

20KCS5

20KCS5

20KCS5

16KCS5

16KCS5

16KCS5 16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

W16x26 W16x26 W16x26T/S 129'-0" T/S 129'-0"

226-S-4500

T/S 129'-0"

16KCS5

16KCS5

16KCS5

16KCS5

14K4

14K4

14K4

14K4

14K4

14K4

14K4

16KCS5

14K4

14K4

14K4

14K4

14K4

16KCS5

16KCS5

16KCS5

16KCS5

POST

UP POS

T

UP

POST

UP POS

T

UP

FRAME DW-SHAPE BM

FRAME CW-SHAPE BM

TYP.

426-S-4500

426-S-4500

226-S-4500

11

11

TYP.

TYP.

TYP.

EQUIPMENT TOWER

#26-S-4501

2

26-S-4501

1426-S-4501

1'-2"

1'-2

"

1'-2"

1'-2"

1'-2

"

4

4

T/S 129'-2 5/8""

T/S 129'-10 3/4"

W24

X68

(SLO

PE

S)

T/S 130'-1" T/S 130'-1"

T/S 130'-1" T/S 130'-1"

CR

IDG

E(T

/S13

0'-7

")L

T/S 131'-0" T/S 131'-0"

T/S

131'

-0"

T/S

131'

-0"

14

15

14

14

15

25'-0" 44'-4" WALL LOAD TO DECK/JOIST = 160 LB/LF

MECHANICAL EQUIPMENT LOAD SCHEDULE

UNIT IDOPERATING

LOAD (lb)

FACTOREDOPERATING

LOAD (lb)A (lb) B (lb) C (lb) D (kips)

VU #1 4300 8600 2200 2200 2200 2200

VU #2 2100 4200 1100 1100 1100 1100

VU #3 1300 2600 700 700 700 700

HMAU-1 600 1200 300 300 300 300

HMAU-2 1100 2200 600 600 600 600

AHU #1 8365 16730 4200 4200 4200 4200

AHU #2 8365 16730 4200 4200 4200 4200

AHU #3 2400 4800 1200 1200 1200 1200

AHU #4 1300 2600 700 700 700 700

A

C

B

D

N

GENERAL NOTES:1. MECHANICAL SCHEDULE SEE THIS SHEET.

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

POST

UP POS

T

UP POS

T

UP

POST

UPPOS

T

UP

POSTUP

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

16KCS5

POST

UP POS

T

UP

14K4

14K4

14K4

14K4

14K4

N KEYPLANPLANT

N

TRUE

AREA 26

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

N#

T/S EL = VARIES SEE PLAN

6 7

B

E

FRA

ME

5

W14X30

W-S

HA

PE

BM

W-SHAPE BMFRAME B

T/S 134' 10 1/2"

W-SHAPE BMFRAME A

T/S 134' 2 5/8"

31'-6

"

(5E

QU

AL

SP

AC

ES

)

W14X30

W14X30

W14X30

W14

X48

SP

AN

DE

CK

817

23'-6"

3

3

3

3

3

3

3

3

3

3

3

3

18

20

20

20

19

19

T/S 129'-2 5/8""

4

4

1'-2"

1'-2

"FA

CE

OF

CM

U

1'-2

"

2

AHU-1AHU-2

HMAU-2

HMAU-2

HMAU-2

HMAU-1

HMAU-1

R

DRAWING NOTES:1. 4" THICK EXTERIOR INSULATED WALL PANEL. SEE

ARCHITECTURAL DRAWINGS FOR DETAILS.

2. 6" THICK FREEZER WALL PANEL. SEE ARCHITECTURALDRAWINGS FOR DETAILS.

3. ROOF JOIST MANUFACTURER SHALL PROVIDEADDITIONAL BAR JOIST DIAGONAL BRIDGING AT FIRSTPANEL POINT CLOSEST TO SUPPORT FOR FIX ENDMOMENT REVERSAL AND/OR NET UPLIFT CONDITIONS.

4. SEE GENERAL NOTE 20, 26-S-0100.

5. SEE GENERAL NOTE 21, 26-S-0100.

9. PERIMETER ANGLE AT HVAC OPENING FOR ROOF DECKEDGE SUPPORT. SEE SECTIONS "7", "8", & "11" ON DWG.26-S-4500.

10. MOMENT CONNECTION. SEE DETAIL "__" ON DWG.26-S-4500.

11. PERIMETER ROOF OPENING SUPPORT ANGLE FOR HVACUNIT. SEE DETAIL 7 & 8 ON DWG. 26-S-4500.

#

FILE

NA

ME

:Y:\_

Aca

d\S

ensi

ent\H

arbo

rBea

ch\1

4042

12-S

avor

yDet

aile

dDes

ign\

Stru

ct\2

6-S

-150

1.dw

gU

PD

ATE

DB

Y:D

iego

Mac

ias

PLO

TD

ATE

:15-

Apr

-15

|14

:44

MA

TCH

LIN

E

SE

ED

WG

.26-

S-1

500

MA

TCH

LIN

E

SE

ED

WG

.26-

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"

PARTIAL UPPER ROOF STRUCTURAL STEEL FRAMING PLANSCALE: 1/8"=1'-0"N T/S EL = VARIES SEE PLAN

8

2'-0"

7

2'-6"

40'-0

"(8

EQ

UA

LS

PA

CE

S)

18K3

18K3

18K3

18K3

18K3

18K3

18K3

18K3

18K3

18K3

18K3

W-SHAPE BM

W-SHAPE BM

32G

SP

24(S

LOP

ES

)

18KSP04 18KSP05 18KSP06

18KCS2 18KCS2

18KCS218KCS2

18KCS07 18KCS08

18KCS2 18KCS2

18KSP09

FRAME H

TRUSS FRAME BTRUSS FRAME DTRUSS FRAME D

TRUSS FRAME C TRUSS FRAME C TRUSS FRAME A

TRU

SS

FRA

ME

5(S

LOP

ES

)

TRU

SS

FRA

ME

6(S

LOP

ES

)

SPANLONG

4

SPANLONG

4

TRU

SS

FRA

ME

4(S

LOP

ES

)

6

1

2

1

6

1

2

1'-2

"FA

CE

OF

WA

LLP

AN

EL

1'-2

"1'

-4"

1'-2

"FA

CE

OF

WA

LLP

AN

EL


FRAME E

2

FRAME F FRAME F FRAME F

6

6

6

6

6

32G

SP

25(S

LOP

ES

)

32G

SP

26(S

LOP

ES

)

W-S

HA

PE

BM

(SLO

PE

S)

32G

SP

20(S

LOP

ES

)

32G

SP

21(S

LOP

ES

)

32G

SP

22(S

LOP

ES

)

1

1'-2

"1'

-4"

1'-2" 1'-4"

3

3

33

3

3

3 3

SP

AN

DE

CK

5

SP

AN

DE

CK

5

SP

AN

DE

CK

5

SP

AN

DE

CK

5

326-S-4500

126-S-4500

226-S-4500

426-S-4500

226-S-4500

FRAME G

W-SHAPE BMFRAME E

W-SHAPE BMFRAME E

7 7 7

7 7

7

7

7

77

(TYP)(TYP)

1026-S-4500

7

777

7 7 7 7

(TYP)

(TYP)

7

8

8

18K3

18K3

8

TRUSS FRAME B

526-S-4500

526-S-4500

1

T/S 130'-1" T/S 130'-1" T/S 129'-5 3/8" L.P.

T/S 130'-1" T/S 130'-1"

T/S 130'-6 3/8" T/S 130'-6 3/8"FRAME G

T/S 130'-7" H.P.

W-S

HA

PE

BM

(SLO

PE

S)

T/S 129'-2 5/8" T/S 129'-2 5/8"

18K5

18K5

18K5 18K5

18K5

18K5

18K5

18K5

18K5

18K5

T/S 129'-2 5/8"

18K5

18K5

18K5

18K5

18K5 18K5

18K5

18K5

18K5

18K5

18K5

18K5

18K5

GENERAL NOTES:1. MECHANICAL SCHEDULE SEE DWG. 26-S-1500.

CR

IDG

E(T

/S13

0'-7

")L

N KEYPLANPLANT

N

TRUE

AREA 26

W-S

HA

PE

BM

W-S

HA

PE

BM

IFC FOR JOISTS AND JOIST GIRDERS ONLY

T/S 130'-2 5/8"FRAME J

VARIOUS WORK AT PROCESS PLUS

[email protected] (915)227-8037 14 19

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


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


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 12WAT-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 12WAT-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.


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.

UNIQUE APPLICATIONS - FIRE PROTECTION

[email protected] (915)227-8037 15 19

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.

SURF STREET FIRE SAFETY

[email protected] (915)227-8037 16 19

A report and analysis was required for the failure of a bridge. Students were given the freeddom to design their bridges, while most chose traditional slab and post or truss bridges, my partner and I chose a more unique design. We were to guess within a certain percentage of error when the bridge will fail and along what member. We were able to guess correctly.

CHINESE RAINBOW BRIDGE STRUCTURAL ANALYSIS

[email protected] (915)227-8037 17 19

A STUDY IN WOOD

STRUCTURAL DESIGN PROGRESS

develop structural knowledge and adapt with emerging software

[email protected] (915)227-8037 18 19

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

SKYSCRAPER INTRODUCTION

[email protected] (915)227-8037 19 19

GROUND LEVEL

NEW YORK TIMES BUILDINGFXFOWLE - RENZO PIANO - GENSLER

2007ROOF HEIGHT - 748 FT (SPIRE HEIGHT - 1046 FT) - 52 STORIESTOTAL SQUARE FOOTAGE - 1,540,000 OFFICE

GROUND LEVEL

30 ROCKEFELLER CENTER - RCE/GE BUILDINGRAYMOND HOOD

1933ROOF HEIGHT - 850 FT - 70 STORIESTOTAL SQUARE FOOTAGE - 2,900,000 OFFICE

WEST 57TH BIG

2016 (IN CONSTRUCTION)ROOF HEIGHT - 467 FT - 32 STORIESTOTAL SQUARE FOOTAGE - 870,000RESIDENTIAL

GROUND LEVEL

GROUND LEVEL

4 TIMES SQUAREFOX AND FOWLE

1999ROOF HEIGHT - 810 FT (SPIRE HEIGHT - 1,109 FT) - 52 STORIESTOTAL SQUARE FOOTAGE - 1,600,000 OFFICE/RESIDENTIAL

GROUND LEVEL

IAC BUILDINGFRANK GEHRY

2007ROOF HEIGHT - 155 FT - 12 STORIESTOTAL SQUARE FOOTAGE - 130,000OFFICE

GROUND LEVEL

HOTEL ATTRACTIONANTONI GAUDI

PROPOSAL - 1908ROOF HEIGHT - 1181HOTEL

SKYSCRAPER STUDIES

[email protected] (915)227-8037 20 19

graphite

HAND DRAWING / MIXED MEDIA

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

5224 Stewart AveCincinnati, OH(915) [email protected]

DIEGO MACIAS

EDUCATION

WORKC.C. Hodgson Architectural Group Cleveland, OH (August 2015 - Dec 2015)

Architectural Designer, Co-op Develop schematic presentations for clients under supervision of design architect using Adobe Photoshop/Illustrator/

InDesign, and AutoCAD/Revit Develop construction documents for ceilings and stairs independently and under guidance of project architect using Revit/AutoCAD Produce a 3D print of a 157,000sf building in SketchUp Assist project architect with program document for client using Microsoft Excel and Adobe InDesign

Process Plus Cincinnati, OH (Dec 2014 - July 2015)Architectural Designer, Co-op

Develop schematic and construction documents for architects, structural engineers, and mechanical 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 BackburnerAmped 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 PDFs 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 Administrations National Bridge Inspection

Standards

Revit-AutoCAD Rhino-Grasshopper-Sketchup-3dsMAX (Corona Renderer)-Maya-Dynamo Adobe Photoshop-Adobe Illustrator-Adobe InDesign Microsoft Office Digital Project/Catia RISA-KY-Pipe-HydraCAD-ArchiCAD-Form-Z

PROJECTS

SKILLS

Documents

Diego Macias Portfolio