roy kim resume

Roy Kim 11943 OLIVE ST. Condo Unit #C NORWALK CA. 90650 [email protected] 213) 448-‐8504 To Whom It May Concern:

I am writing to express my interest in working with your firm, request to be hired as an Intermediate-‐Architect. I am a highly motivated and organized professional with exceptional management skills that consistent record of being a target-‐oriented person.

My practice is specialized and developed in BIM / CAD documentation to disciplines within Design and

Build Environment which is included all design phases of Project Management and Document Coordination confirmed to ability to work with Large-‐Scale Project Teams.

I am confident that I will be a valuably asset to any of your project team with enthusiastic engaged mine to learn things at a fast pace and being a focused, hardworking, self-‐motivated and team oriented professional. Please refer to additional information per attached Resume and the Company Architect Profile. Being an effective team player with excellent communication and inter-‐personal skills, would like to offer my candidature for your kind perusal. Thank you for your time and consideration.

Sincerely,

Roy Kim

ROY K.P. KIM _____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

11943 OLIVE ST. UNIT # C NORWALK CA, 90650 Contact Info: (213) 448-8504, [email protected] OBJECTIVE Intermediate Architect

PROFESSIONAL PROFILE Various Large Scale Project Design Development / Construction Administrative Experiences: Sports Facilities, Airports and Academic Projects with Strong Revit and Auto CAD Document Expertise plus various other 3D Design Program Skills. Task responsibilities included: All Phase of Design Development, Construction Documentation and Detailing, Coordination with Consultants, Shop Drawing Review, Preparation on Construction Administrative Document Responses.

Involved Project: • Los Angeles International Airport, Tom Bradley International Terminal Expansion – Los Angeles, California • San Diego International Airport Terminal 2 West Building and Airside Expansion – San Diego, California • Memorial Stadium Renovation, University of California – Berkeley, California • Student Athlete High-Performance Center, University of California – Berkeley, California • Weingart Stadium, East Los Angeles College – Los Angeles, California • All Sports Building (Heritage Hall), University of Southern California – Los Angeles, California • Student Success Center, Oregon State University – Corvallis, Oregon • San Francisco 49ers New Stadium – Santa Clara, California

WORK EXPERIENCE 12/08 – 11/12 HNTB ARCHITECTURE, INC. Los Angeles, CA Intermediate Architect (Recent involved project: SF 49er Stadium, Cal Berkeley Stadium, LAX)

Project Experience (Please refer to attached Company Key Personnel Experience Profile) 12/07 -‐ 12/08 LOS ANGELES UNIFIED SCHOOL DISTRICT Los Angeles, CA Architecture, LAUSD Construction Administrative District 11 (Joint Collaboration Project with Cordoba Corporation) 01/06 -‐ 06/07 UNIVERSITY OF SOUTHERN CALIFORNIA Los Angeles, CA Administrative Assistant, USC Architecture Library 06/05 -‐ 09/06 ERA NEW STAR REALTY & INVESTMENT Los Angeles, CA Licensed Real Estate Agent Related Computer Proficient in Revit (BIM), Rhinoceros, Autodesk, 3D Max, AutoCAD, Adobe Illustrator, Program Skills: Photoshop, Sketch Up, V-‐Ray, MS Office.

Construction and Administrative Program: Prolog and New-‐Forma. EDUCATION UNIVERSITY OF SOUTHERN CALIFORNIA Bachelor of Professional Architecture (5 year program)

Honors at USC

• 2008 USC School of Architecture Asia II Summer Study Abroad Program • 2008 USC Franz Herding Memorial Fellowship Recipient • 2008 HNTB Innovation Scholarship Recipient • 2008 Ruth Reed Endowed Memorial Scholarship Recipient • 2007 Asian American Architects and Engineers Association Scholarship Recipient • 2006 USC Commendation Award for Architecture (Building Structure and Seismic Design) • 2006 USC Summer Design Studio advanced placement.

LAC College

• Major: Architecture, Dean’s List Spring Semester 2006

NATIONALITY: U.S. CITIZEN LANGUAGES: BILINGUAL IN KOREAN AND ENGLISH

Project Experiences

Scope Project Name Period Company Name Position Role Educational Edward R. Roybal

Learning Center

12/07 - 12/08 (12 Months) LAUSD District 11

Division 4

Intern Architect/

Arch I

Architectural

Support

Sport

Facility

Weingart Stadium, East

Los Angeles College

12/08 – 06/09 (6 Months) HNTB Architecture Jr. Architect

Architectural

Support

Aviation San Diego International

Airport Terminal 2

West Building and

Airside Expansion


Architectural

Support

Educational Student Success

Center, Oregon State

University


Architectural

Support

Aviation Los Angeles

International Airport,

Tom Bradley

International Terminal

Expansion


Architectural

Support

Sport

Facility

Student Athlete High-

Performance Center,

University of California

Berkeley

05/10 – 07/11 (14 Months) HNTB Architecture Intermediate

Architect

Architectural /

Construction

Administrative

Support

Sport

Facility

Memorial Stadium

Renovation, University

of California Berkeley

12/10 – 07/11 (8 Months)

HNTB Architecture Intermediate

Architect

Architectural /

Construction

Administrative

Support

Educational All Sports Building (Heritage Hall), University of Southern

California


Architect

Architectural /

Construction

Administrative

Support

Sport

Facility

San Francisco 49ers

New Stadium


Architect

Architectural /

Construction

Administrative

Support

KEY PERSONNEL EXPERIENCE

Firm HNTB Architecture

Education Bachelor of Professional Architecture, University of Southern California

Professional Affiliations Asian American Architects and Engineers Association, Student Member Sigma Alpha Lambda Honor Society, Member USC Architectural Guild, Student Member American Institute of Architects, Student Member


ROY K. P. KIM Architectural Support

Mr. Kim has worked on several California projects, including the planning and design of airport terminals and sports facilities. Mr. Kim’s relevant project experience includes the following:

Los Angeles International Airport, Tom Bradley International Terminal Expansion – Los Angeles, California Architectural Support for the planning and design of a $1.3 billion expansion of the Tom Bradley Terminal. The one million-‐SF project involves: two new concourses with A380-‐capable gates; a five-‐level addition to the existing terminal core providing new concessions, airline lounges and expanded Customs and Border Protection facilities; and, provisions for a people mover connection to a future midfield satellite concourse. This will be the first major terminal expansion at the airport in more than 20 years.

San Diego International Airport Terminal 2 West Building and Airside Expansion - San Diego, California Architectural Support for the planning and design of the Terminal 2 West Building and Airside Expansion Project. The terminal expansion will consist of 430,000 SF of new public and non-‐public areas, providing 10 additional contact aircraft gates, while the airside pavement expansion will incorporate an area of 1.5 million SF including aircraft parking, aprons, taxiways and taxi lanes. This project is being delivered using the design-‐build delivery method.

Memorial Stadium Renovation, University of California – Berkeley, California Architectural Support for the renovation and seismic retrofit of the historic 60,000-‐seat football stadium. This project includes the restoration of the historic façade, new concourses with concessions and restrooms, athletic training facilities, lockers and administrative offices, improved accessibility and a new press box and club spaces. The stadium sits atop the Hayward fault, one of the most active faults in California.

Student Athlete High-Performance Center, University of California – Berkeley, California Architectural Support for the addition of the Student Athlete High Performance Center (SAHPC). Located adjacent to the historic Cal Memorial Stadium, this partially subterranean center includes study areas, lockers and team spaces, offices and meeting rooms. The SAHPC will serve over 500 student athletes and coaches and will support 13 different teams, including football. The center is a critical component of the athletic department and as such is located in a prominent campus location to allow for easy access.

Weingart Stadium, East Los Angeles College - Los Angeles, California Architectural Support for the renovation of an existing 20,000-‐seat stadium. The project includes upgraded seating and a renovated press box, team facilities, coaches’ offices, weight room, training room, concessions, restrooms and new terraced seating. The renovation of Weingart Stadium will provide a more user-‐friendly and fan-‐inviting atmosphere.

Firm HNTB Architecture

Education Bachelor of Professional Architecture, University of Southern California

Professional Affiliations Asian American Architects and Engineers Association, Student Member Sigma Alpha Lambda Honor Society, Member USC Architectural Guild, Student Member American Institute of Architects, Student Member



All Sports Building (Heritage Hall), University of Southern California – Los Angeles, California Architectural Support for the programming, planning and feasibility study for a 100,000-‐SF athletics and academics facility at the University of Southern California. Functions will include student athlete academic services, sports medicine, football operations, football lockers, auditorium and conference rooms, and a state-‐of-‐the-‐art strength and conditioning room.

Student Success Center, Oregon State University - Corvallis, Oregon Architectural Support for OSU’s new 35,000-‐SF Student Success Center. This new center is a joint effort between the University and the Athletic Department to develop an academic support center for all students, including student athletes. The building is expected to be designed to LEED silver standards and will include classrooms, meeting rooms, study rooms, a computer lab and offices for tutors, advisors and academic counselors.

San Francisco 49ers New Stadium – Santa Clara, California Architectural Support for this new NFL football stadium. The project includes 68,500 seats, three tiers of general admission seating, four levels of suites and various other premium amenities, clubs and loge boxes. The new stadium is designed to achieve a LEED Silver rating. HNTB’s services include design through construction support.

Copy Right HNTB

West wallCould be usedfor giant videodisplays or for sponsorships.

Solar panels20,000 sq.ft.

O�ce spacesCity wold lease10,000 sq. ft.

Green roofA 27,000-sq.-ft. living roof of plants would cool the buildingthrough evaporation fromplant leaves.

Mian entrancesTwo large 18,000-sq.-ft.open concourses on the northwest and southwest corners.

PedestrianPlaza33,000sq.ft.

Club seats and luxury suitesMost of the 170 luxury suitesand 8,000 to 9.000 club seatswould be locate on a tower on the west side of the stadium.

Open exterior To create a more open feel to the exterior,lighter cables and rods would be used.

High-de�nitionvideo boards.

Extra large lower bowlwould have about 45,000of the stadium’s 68,500seats, one of the largestlower bowls in the NFL

Copyright HNTB 2012

49ERS TEAM SUITE INTERIOR / ROOFTOP GARDEN RENDERING

49ERS WEST TOWER FACADE SEEING TROUGH TO ATRIUM AT NIGHT

This new NFL football stadium, the project includes 68,500 seats, three tiers of general admission seating, four levels of suites and various other premium amenities, clubs and loge boxes. The new stadium is designed to achieve a LEED Silver rating.

San Francisco 49ers New Stadium – Santa Clara, California

100 LEVEL FIELD10' - 6"

300 LEVEL MAINCONCOURSE

47' - 0"

200 LEVEL PLAZA24' - 0"

400 BROADCAST CLUBMEZZANINE

75' - 9"

500 LEVEL SUITE 1AND PREMIUM

AMENITIES93' - 9"

600 LEVEL SUITE 2107' - 0"

700 LEVEL SUITE 3120' - 3"

800 LEVEL PRESS136' - 3"

B C

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MECHANICAL

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CORRIDOR

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ATRIUM

05.48.03

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SUITE

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SUITE

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CLUBLOUNGE

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BROADCASTCLUB

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WESTLEGACY

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01.49.02

17' -

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10.

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14' -

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8" 85' - 6" 6' - 9"

8" 14' - 9 1/8"

13 R

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9' -

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ATRIUM

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12 TREADS @ 2'-9"

32' - 11 7/8"

034100.A1

PRECAST CONCRETE TREAD &RISER REF: STRUCT

STEEL PIPE HANDRAIL 1-1/2" O.D.

055213.A1

VIDEO RIBBON BOARD

270000.D2

CAST-IN-PLACE CONCRETE

033000.A0

STADIUM SEAT

126100.A1

PRECAST CONCRETE TREAD &RISER REF: STRUCT

034100.A1

42"H GALV STEEL PIPEGUARDRAIL PTD

055213.B2


033000.A0


033000.A0

HIGH-PERFORMANCE COATINGREF: FIN SCHED

099600.A0

A604

E5

A604

N1

5' -

6"

18' -

2 1

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18' -

11

1/2"

16' -

0"

13' -

3"

13' -

3"

18' -

0"

28' -

9"

23' -

0"

13' -

6"

A763.1

A5

CL. MULLION: 77' - 4 3/4"

CL. MULLION: 72' - 2 1/4"

CL. MULLION: 34' - 0"

CL. MULLION: 41' - 9 3/4"


CL. MULLION: 62' - 2 1/4"

CL. MULLION: 87' - 4 3/4"



CL. MULLION: 107' - 1 1/4"

CL. MULLION: 117' - 1 1/4"

CL. MULLION: 121' - 7 1/4"

CL. MULLION: 131' - 7 1/4"

8" STRUCTURAL METAL STUD

054000.A10

T.O. METAL PANEL 155' - 2 1/2"

THERMAL INSULATION

072100.A0

WITH FRIT TO MATCH GLASSTYPE GL-E (AT ATRIUM BELOW)

PAPERGOODS

STORAGE

01.53.02

WESTLEGACY

CLUB LOBBY

01.50.02CORRIDOR

01.48.02

SELF-ADHERING SHEETWATERPROOFING MEMBRANESYSTEM

071326.A1

A423

F4

A424

A1

A423

A1

H.2 H.8

5" MINERAL-FIBER BATTINSULATION PINNED TO DECK

072100.A3

TV BOOTH

04.50.02

SUBSURFACE DRAINAGEPERFORATED PVC PIPE SEE CIVIL DWGS

T.O. PARAPET177' - 9"

B.O. METAL PANEL173' - 5"

4' -

4"

OV

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T.O. COPING 136' - 3"

A425

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A311

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FORMED METAL WALL PANELLOUVER BLADES @ 12" OCVERTICAL

089119.B1

STRUCTURAL-SEALANT-GLAZEDCURTAIN WALL

084423.A1

A604

K5

A604

A5

PV PANEL ARRAY SUPPORTFRAMING

055000.S1

DECORATIVE RAILING

057300.A0

R-30 MINERAL-FIBER BOARDINSULATION

072100.A6

R-30 MINERAL-FIBER BOARDINSULATION

072100.A6

CAST-IN-PLACE CONCRETESTEPS

033000.F3

METAL COMPOSITE WALL PANELSYSTEM

074213.23.A1

TIE-ROD CROSS-BRACING REF:STRUCT

051200.A4

PLAN

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Copyright © HNTB Corporation 2012

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SHEET TITLE & NUMBER

Howard, Needles, Tammen &Bergendoff California Architects, P.C.

One Bunker Hill601 West Fifth Street, Suite 1000Los Angeles, California 90071(213) 403-1000 / Fax (213) 403-1001

1

Magnusson Klemencic Associates - StructuralMagnusson Klemencic Associates - StructuralMagnusson Klemencic Associates - StructuralMagnusson Klemencic Associates - StructuralEngineersEngineersEngineersEngineers

1301 Fifth Avenue, Suite 3200Seattle, WA 98101Ph: ( 206 ) - 292 - 1200Fax: ( 206 ) - 292 - 1201

Gutteridge Haskins & Davey - Civil EngineersGutteridge Haskins & Davey - Civil EngineersGutteridge Haskins & Davey - Civil EngineersGutteridge Haskins & Davey - Civil Engineers

417 Montgomery Street, Suite 700San Francisco, CA 94104Ph: ( 415 ) - 283 - 4970Fax: ( 415 ) - 283 - 4980

Wrightson, Johnson, Haddon & Williams, Inc. - AVWrightson, Johnson, Haddon & Williams, Inc. - AVWrightson, Johnson, Haddon & Williams, Inc. - AVWrightson, Johnson, Haddon & Williams, Inc. - AV

4801 Spring Valley Road, Suite 113Dallas, TX 75244Ph: ( 972 ) - 934 - 3700Fax: ( 415 ) - 934 - 3720

FP & C Consultants, Inc. -FP & C Consultants, Inc. -FP & C Consultants, Inc. -FP & C Consultants, Inc. -Life Safety / Code ConsultantsLife Safety / Code ConsultantsLife Safety / Code ConsultantsLife Safety / Code Consultants

3770 BroadwayKansas City, MO 64111Ph: ( 816 ) - 931 - 8219Fax: ( 816 ) - 931 - 3378

DVV Associates - Curtain WallDVV Associates - Curtain WallDVV Associates - Curtain WallDVV Associates - Curtain Wall

3902 West Cresthaven DriveWestlake Village, CA 91362Ph: ( 805 ) - 778 - 0802Fax: ( 805 ) - 778 - 0804

The Guzzardo Partnership, Inc. - LandscapeThe Guzzardo Partnership, Inc. - LandscapeThe Guzzardo Partnership, Inc. - LandscapeThe Guzzardo Partnership, Inc. - Landscape

181 Greenwich StreetSan Francisco, CA 94111Ph: ( 415 ) - 433 - 4672

Persohn Hahn - Vertical TransportationPersohn Hahn - Vertical TransportationPersohn Hahn - Vertical TransportationPersohn Hahn - Vertical Transportation

32696 Sandpiper DriveOrange Beach, AL 94133Ph: ( 713 ) - 467 - 4440Fax: ( 251 ) - 980 - 2883

Debra Nichols Design - Signage & GraphicsDebra Nichols Design - Signage & GraphicsDebra Nichols Design - Signage & GraphicsDebra Nichols Design - Signage & Graphics

468 Jackson StreetSan Francisco, CA 94111Ph: ( 415 ) - 249 - 4657

7349, N. Via Paseo Del Sur, Suite 515-324Scottsdale, AZ 85258-3749Ph: ( 602 ) - 635 - 4226

Lloyd Consulting Group - Turf ConsultantLloyd Consulting Group - Turf ConsultantLloyd Consulting Group - Turf ConsultantLloyd Consulting Group - Turf Consultant

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A1BUILDING SECTION WEST0 8' 16'4'



47' - 0"

H

HSS 12 X 8 FRAME - SUPPORT WITH BRACES

8" METAL STUDS @ 16" O.C.

TYP.

FORMED METAL WALL PANEL SYSTEM

074213.13.A1

INSULATED METAL WALL PANEL SYSTEM

074213.19.A1

2-HR CONCEALED SPRAY-APPLIEDFIREPROOFING

078100.A2

FIXED LOUVER

089119.A0

STRUCTURAL STEEL

051200

STRUCTURAL METAL STUD RE: PLAN

054000.A1

STEEL CROSS-BRACING REF: STRUCT

051200.A3


074213.13.A1


074213.19.A1

CAST-IN-PLACE CONCRETE GRADE BEAM

033000.A2

DECORATIVE CONCRETE MASONRY UNIT

042200.A2

A621

F1

8' -

0"

4' -

6"

FORMED - METAL LOUVER

LOUVER BIRD SCREEN

089119.C1

DRYWALL PARTITION / INSULATIONPER PLANS & PATRITION SCHEDULEWHERE OCCURS

A625

M6

6' -

0"

R.O

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"

A622

A12

A626

L6

A626

F6

TYP.



47' - 0"

H

HSS 12 X 8 FRAME - SUPPORT WITH BRACES

8" METAL STUDS @ 16" O.C.

TYP.

GYP. BD. CEILING FOR FIRE RATINGSEE WALL TYPE.


074213.13.A1


074213.13.A1


078100.A2

FIXED LOUVERS

089119

STRUCTURAL STEEL

051200

STRUCTURAL METAL STUD RE: PLAN

054000.A1


074213.13.A1


074213.19.A1

GYPSUM BOARD SHAFT WALL ASSEMBLIES

092116.23.A0


033000.A2

8' -

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7' -

0"

17' -

0"

R.O

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4' -

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FIRE SAFING

078446.A3

FIRE SAFING

078446.A3

TYP.


A621

F1

A625

M6

A622

A12

A626

L6

A626

F6

TYP.



47' - 0"

H

250 LEVEL EASTMEZZANINE

33' - 6"

TYP.


074213.13.A1


074213.19.A1


078100.A2

ALUMINUM WINDOW SYSTEM

085113.A0

STRUCTURAL STEEL FRAMING REF: STRUCT

051200.A0

GLAZED ALUMINUM CURTAINWALL SYSTEM

084413.A0

HSS 12" x 8"STRUCTURAL STEEL FRAMING REF: STRUCT

051200.A0

FIXED LOUVER

089119.A0

DOOR REF: SCHED

080001.A1


A621

M6

ELEVATOR PIT BEYOND

EXTERIOR METAL CEILING PANEL SOFFITSYSTEM

095133.D1

6"6"

FIRE SAFING

078446.A3

LOUVER BIRD SCREEN

089119.C1

LOUVER FRAME

DRIFT SLIP JOINT W/ SLOTTED HOLE


074213.19.A1

CLG.SEE RCP'SFINISH SCHEDULE

5' -

6"

6' -

0"

3' -

0"

6' -

0"

16' -

0"

8' -

0"

8' -

0"

EDGE OF SLAB

1' - 9"



47' - 0"

H

250 LEVEL EASTMEZZANINE

33' - 6"

1/8" THICK CONT. ALUM. CLOSURE PLATECUT OPENINGS @ REQUIREDLOCATIONS PER MECH. DRAWINGSPAINT MAT BLACK POLYESTER

TYP.


033000.A2

TYP.

089119.B3

FIXED LOUVERS

089119


078100.A2


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FORMED METAL WALL PANELS

074213.13

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089119.C1

REMOVABLE LOUVER WITHSECURITY SCREENHHS STRUCTRUAL STEEL FRAMEBEYOND

ELEVATOR PIT BEYOND

A624

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22' -

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3' -

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6' -

0"

5' -

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6"6"

2' -

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FIRE SAFING

078446.A3

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DRIFT SLIP JOINTW/ SLOTTED HOLE

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A12WALL SECTION @ GL 3 - 40 2' 4'1' 0 2' 4'1' 0 2' 4'1' 0 2' 4'1'

EXPANSION JOINT SCHEDULE

(FOR REQUIRED PERFORMANCE CRITERIA AND MOVEMENTS SEE STRUCTURAL DRAWINGS)

JOINT TYPE LOCATION PROVIDEDSTRUCTURAL

GAP

JOINT COVER PLATE LOCATION TYPEBASIS OF DESIGN MODELNOS ARE PERMANUFACTURER PRODUCTS(EMSEAL /CONSTRUCTION SPECIALTIES, INC.)

WATER BARRIER(WB)

FIRE BARRIER(WB)

UL / ULC #2079

DETAIL NO. REMARKS

SJ-1A 100 LEVEL FIELD, 300 LEVEL (LOWER BOWL) 4" SJ-1A

STADIUM BOWL JOINTS

FLOOR X -

SJ-1B 400 LEVEL, 500 LEVEL (MID BOWL) 10" SJ-1B FLOOR X -

SJ-1C 600 LEVEL, 700 LEVEL (UPPER BOWL) 14" SJ-1C FLOOR X -

SJ-1D 800 LEVEL, 900 LEVEL AND PARAPET (UPPER BOWL) 16" SJ-1D FLOOR X -

SJS-FR2

SJ-2A 300 LEVEL 4" SJ-2A

FLOOR JOINTS - DOUBLE SLAB

FLOOR X X

SJ-2B 700 LEVEL 14" SJ-2B FLOOR X X

SJS-FP-FR2

SJS-FP WITH/FIRE BLANKET BELOW

SJ-3A 200 LEVEL, 300 LEVEL @ BRIDGE 4" SJ-3A

FLOOR JOINTS - SINGLE SLAB

FLOOR X X

SJ-4B 500 LEVEL 10" SJ-4B FLOOR X X

SJS-FR2

SJS-FR2 WITH/FIRE BLANKET BELOW

SJ-4A 200 LEVEL AND BELOW LEVEL 4" -

WALL JOINTS

WALL X XDSM

SJ-5A 300 LEVEL AND ALL BELOW LEVELS 4" - WALL X XSEISMIC COLORSEAL

SJ-5B 500 LEVEL 14" - WALL X XSEISMIC COLORSEAL WITH /

FIRE BLANKET

SJ-6A 300 LEVEL AND CONCESSION ROOF 4" -

HORIZONTAL JOINT - ROOF

ROOF X XHORIZONTAL BRJ-400EJ

F9 /A650

SJ-7A 300 LEVEL 4" SJ-7A

INTERIOR JOINTS - DOUBLE SLAB

FLOOR X XHORIZONTAL SSR 400

A9 /A650

F9 /A650

F9 /A650

A1 /A651

A9 /A650

A1, A11, A6, F6, M1 /A651

A1, A11 /A651

A1 /A652

SJ-8B 10" SJ-8B

INTERIOR JOINTS - SINGLE SLAB

FLOOR X XHORIZONTAL SSR 1000 A9 /A652500 LEVEL

SJ-9A 4" -

INTERIOR JOINTS - CMU

WALL X XVERT. SF 400 G1 /A652100 LEVEL, 200 LEVEL AND 300 LEVEL

SJ-10A 4" -

INTERIOR JOINTS - PARTITION

WALL X XVERT. SF 400 G1 /A652BELOW 300 LEVEL

SJ-10B 10" - WALL X XVERT. SF 1400 G1 /A652500 LEVEL

G10 /A652

SJ-11A 4" -

INTERIOR JOINTS - CEILING

CEILING - -HORIZ. HC-400 G6 /A652300 LEVEL

SJ-11B 14" - CEILING - -HORIZ. SC-1400 G6 /A652500 LEVEL

SJ-8A 4" SJ-8A FLOOR X XHORIZONTAL SSR 400 A9 /A652200 LEVEL

SJS-FR2

SJS-FP

SJS-S

F9 /A650

F9 /A650

F9 /A650

FACTORY APPLIED SILICONE TOSPLINE CORNER BEAD

FACTORY APPLIED AND CUREDTRAFFIC-GRADE SILICONE FACING

FIELD APPLIED SILICONE TOCONCRETE CORNER BEAD

3/8 IN

VARIES

SELF-TAPPING STAINLESS STEELSCREW 12 IN O.C.

CENTRAL STIFFENING SPLINE

METAL COVERPLATE SHOWN 3/8"AVAILABLE IN: SAND BLASTED ALUMINUM

1 1/2 IN

FIELD -APPLIEDEPOXY ADHESIVE

FACTORY APPLIED AND CUREDINTUMESCENT FACING

VARIES

EMSHIELDFIRE-RETARDANTIMPREGNATED FOAM

FACTORY APPLIED AND CUREDTRAFFIC-GRADE SILICONE FACING

NOTE:1. JOINT GAPS : 100, 200 AND 300 LEVEL 4 INCHES COVER PLATE 10 INCHES, DEPTH OF SUBSTRATE NEEDED 4"

400 AND 500 LEVEL 10 INCHES COVER PLATE 18 INCHES, DEPTH OF SUBSTRATE NEEDED 5" 700 LEVEL 14 INCHES COVER PLATE 24 INCHES, DEPTH OF SUBSTRATE NEEDED 5" 800 AND 900 LEVEL 16 INCHES COVER PLATE 27 INCHES, DEPTH OF SUBSTRATE NEEDED 5"

2. MOVEMENT : ±50% (TOTAL 100%) OF NOMINAL MATERIAL SIZE.3. UL CERTIFIED, UL 2079 SJS-FRI/SJS-FR2

EMSEAL ELASTOMERIC NOSING MATERIALPROVIDES SOUND DAMPENING AND COVERPLATE LEVELING(SHOWN ONE SIDE ONLY FOR ILLUSTRATION)

SLOPESLOPE

VA

RIE

S (

PE

R M

AN

UF

AC

TU

RE

R)

2" M

IN.

CONT. GALV STEEL ANGLE@ PRECAST CONCRETE TREAD ONLY

6 1/

2" @

TY

P.

ST

RU

CT

. S

LAB

(S

HO

WN

ON

E S

IDE

ON

LY F

OR

ILL

US

TR

AT

ION

)

VA

RIE

S @

ST

RU

CT

. P

RE

CA

ST

CO

NC

.

ST

AD

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BO

WL

(SH

OW

N O

NE

SID

E O

NLY

FO

R I

LLU

ST

RA

T8I

ON

)

L3" X 2" X 1/4"

DOUBLE SIDED SEISMIC COLORSEAL BYEMSEAL WITH FRONT, TOP AND BACK SIDESFACTORY SILICONE COATED

END OF SJS-FP FOAMIS SILICONE COATED

CUT OUT

EMSEAL "MIGUTAN FP 110/...LEG HEIGHT VARIES FORSPECIFIC NEEDS

DECK WATERPROOFING

PVC SIDE SHEET TO BE ENCAPSULATEDIN DECK WATERPROOFING ACCORDINGTO WATERPROOFING MANUFACTURERS REC.

EPOXY ADHESIVE SETTING BED

TWO PART POLYURETHANE ELASTOMERICCONCRETE NOSING MATERIAL REINFORCEDWITH SAND & FIBER. SOUND/VIBRATIONDAMPENER & DECK LEVELER.

SJS-FP SYSTEMSEE APPLICABLE DETAIL FORDESIRED SIZE & SYSTEM FEATURES

POSITIVE CONCRETE SLOPE

AWAY FROM WALL

HEAVY-DUTY METAL COVER PLATEAVAILABLE IN:SHOT BLASTED ALUMINUM-(STANDARD)

17°

73°

73°17°

17°

17°

CENTRAL STIFFENING SPLINE

METAL COVERPLATE SHOWN 3/8"AVAILABLE IN: SAND BLASTED ALUMINUMSTAINLESS STEEL

FP RAILS

SELF LEVELING TRAFFIC GRADESEALANT CONTROL JOINT - BY OTHERS

CONCRETE TOPPING SLAB

FP-RAILMOUNTING FLANGE

FP FLASHING SHEET FULLY-ADHERED TO OR EMBEDDED IN DECKWATERPROOFING

EMSHIELDFIRE-RETARDANTIMPREGNATED FOAM

FIELD - APPLIEDEPOXY ADHESIVE

FACTORY - APPLIED AND CUREDINTUMESCENT FACING

VARIES

VARIES

SELF - TAPPING STAINLESS STEELSCREW 12 IN O.C.

FACTORY APPLIED SILICONE TOSPLINE CORNER BEAD

FACTORY- APPLIED AND CUREDTRAFFIC - GRADE SILICONE FACING

FIELD APPLIED SILICONE TOFP RAIL CORNER BEAD ANDFLASHING - SHEET LAP SEALANT

EPOXY SETTING BED

EPOXY ANCHORS

DECK WATERPROOFING OVERLAYFULLY ADHERED TO FP FLASHING SHEET

FACTORY - APPLIED AND CUREDSILICONE FACING

NOTE:1. JOINT GAPS : 300 LEVEL 4 INCHES COVER PLATE 10 INCHES, DEPTH OF SUBSTRATE NEEDED 6"

700 LEVEL 14 INCHES COVER PLATE 24 INCHES, DEPTH OF SUBSTRATE NEEDED 5"2. MOVEMENT : ±50% (TOTAL 100%) OF NOMINAL MATERIAL SIZE.3. UL CERTIFIED, UL 2079 SJS-FRI/SJS-FR2

EMSEAL ELASTOMERIC NOSING MATERIALPROVIDES SOUND DAMPENING AND COVERPLATE LEVELING(SHOWN ONE SIDE ONLY FOR ILLUSTRATION)

3/8"

1 1/2"

(PE

R M

AN

UF

AC

TU

RE

R)

VA

RIE

S

SLOPE SLOPE

4 1/

2".

4" FLAT CURB 1".

SJS AXONOMETRY

PLAN

NORTH

TRUE

NORTH

NN


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EXPANSION JOINTSDETAILS

A650

58059


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10/01/2012

6" = 1'-0"

F9TYPE "FR" - DECK TO DECK EXP. JT. @ EXTERIOR / OPEN AIR

6" = 1'-0"

L9AXON-UPTURN TRANSITION TO COLORSEAL

6" = 1'-0"

A9TYPE "FP" DECK TO DECK EXP. JT. @ EXTERIOR / OPEN AIR

0 6"3"

0 6"3"

0 6"3"

GL

PER PLAN

PREFINISHED SHEET METAL PARAPET CAPFLASHING

076200.A1

CONCRETE MASONRY UNIT

042200.A1

TPO ROOF MEMBRANE

075400.A1

TAPERED RIGIDEXTERIOR INSULATION

PRESSURE TREATEDWOOD BLOCKING

STEEL ROOF DECK

053100.B1

3" M

IN.

PAINTED FLASHING STRIPHOT-AIR WELDED

COVER BOARD

METAL FLASHING

.SLOPE

SLOPE

8" M

IN.

3/4"

.

AND DECK SUPPORT


042200.A1

TPO ROOF MEMBRANE

075400.A1


COVER BOARD

PAINTED

4" X 8" W SCUPPER

METAL FLASHING

.SLOPE

STEEL ROOF DECK

053100.B1

2"

2" WATER DAM ATOVERFLOW SCUPPER ONLY

CONT. SEALANT W/ BACKER ROD.

FLASHING STRIP HOTAIR WELDED

NOTE:NO DOWNSPOUT AT OVERFLOW SCUPPER

PREFINISHED SHEET METAL DOWNSPOUT

076200.D2

8" M

IN.

PIPE PENETRATION

SEALANT

STAINLESS STEEL HOSE CLAMP

ROOF FLASHING MEMBRANE

ROOFING FASTNER AND PLATE.MIN. OF (4) AROUND PIPE.

TAPERED RIGID EXTERIORINSULATION. THICKNESS VARIES.

CONTINUOUS HOT AIR WELDED

TPO ROOF MEMBRANE

075400.A1

STEEL ROOF DECK

053100.B1

COVER BOARD

ROOFING BASE FLASHING

1" M

IN.

METAL FASTENED 4" O.C. STAGGEREDUSING 1" GALVANIZED ANNULAR RINGNAILS

FLASHING STRIP,HOT-AIR WELDED




051200.A0

COVER BOARD

STEEL ROOF DECK

053100.B1

TPO ROOF MEMBRANE

075400.A1

GL

1/2"

STEEL ANGLE REF: STRUCT.

051200.A7

1/4" STEEL PLATE

051200.D3

REF: STRUCT.

BENT STEEL PLATE

PREFINISHED SHEET METAL GUTTER

076200.D1

CMU WALL PER PLAN

VERT. REINF. GROUT SOLIDRE: STRUCT.

CONT. HEAD JOINT @ BREAK IN WALL

< OR > 90°

ALIGN 5/8" JOINT, TYP

CONCRETE TOPPING SLAB,TYP.

WATERPROOFING, TYP.


042200.A1

FINISH PER SCHED.

STRUCT. CONC.

3 1/

2" M

IN.

PAINTED

BASE PER FINISH SCHEDULE

SEALANT & BACKER ROD

COMPRESSIBLE FILLERRESINOUS COVE BASEW/ MIN. 3/8" RADIUS COVE

6"

GL

TPO ROOF MEMBRANE

075400.A1

STEEL ROOF DECK

053100.B1


051200.A0


HOT-AIR WELDED

PRESSURE TREATED WOOD BLOCKING

FLASHING ADHERED TOACCEPTABLE SUBSTRATE

TPO ROOF MEMBRANE

075400.A1

HOT-AIR WELDED


COVER BOARD

PRESSURE TREATED WOOD BLOCKING

COVER BOARD

WATER DAM COLLAR TYP.

ROOFING OVER FLASHINGCOLLAR TO BE SECUREDBY CLAMPING RING. APPLYSEALANT TO JOINT TYP.

RE: PLUMBING DWGS.

TAPERED RIGID EXTERIOR INSULATION

STEEL ROOF DECK

053100.B1

DRAIN STRAINER

TPO ROOF MEMBRANE

075400.A1

ROOF AND OVERFLOW DRAIN REF:PLUMBING

221423.B4

2"

METAL FASTENED 4" O.C.STAGGERED USING 1"GALVANIZED ANNULARRING NAILS OR OTHERACCEPTABLE FASTENER

FLASHING STRIP, HOT-AIR WELDED



METALGUTTER

METALGUTTERSUPPORT


051200.A0

COVER BOARD

TPO ROOF MEMBRANE

075400.A1

GL

1/4" STEEL PLATE

051200.D3

REF: STRUCT.

STEEL ANGLE REF: STRUCT.

051200.A7

BRACKET

BENT STEEL PLATE

CONCRETE TOPPING SLAB,TYP.

WATERPROOFING, TYP.

FINISH PER SCHED.

STRUCT. CONC.

4 3/

8" M

IN.

1" TYP5/8" JOINT

STAINLESS STEEL BASE PLATESTRUCT. METAL STUDS

8"

FINISH PER SCHED.

1" E

ND

DA

M

GALVANIZED FLASHING WITHEND DAM.

7 5/8"

5/8"

1 1/4"

TO

PP

ING

SL

AB

4 1/

2"

ST

RU

CT

UR

AL

DE

CK

4 1/

2"

ME

TA

L D

EC

K

3"

PROTECTION COURSE

SLOPE

SELF ADHERINGWATERPROOFING TYP.

SLOPE

HEEL PROOF NB TOP

FLASHINGCLAMPING RINGWITH (8) 3/8" WEEPHOLES

METAL FLASHING


BENT STEEL PLATE

STEEL ROOF DECK

053100.B1

TAPERED RIGID EXTERIORINSULATION THICKNESS VARIES

COVER BOARD

TPO ROOF MEMBRANE

075400.A1

CLEAT


STEEL BEAM REF: STRUCT

051200.A2

8" M

IN.

TOP OF STEEL

EXTERIOR SHEATHING

.SLOPE

STEEL ROOF DECK

053100.B1


COVER BOARD

TPO ROOF MEMBRANE

075400.A1

FLASHING STRIPHOT-AIR WELDED

METAL FLASHING


076200.A1


054000.A8

VAPOR-PERMEABLE MEMBRANE AIRBARRIER

072726.A1

EXTERIOR SIGN REF:SIGNAGE DRAWINGS

101400.A1

HSS 18"X6"X5/8" MISC STEEL

051200.G3

TREATED WOOD BLOCKING

SLOPE

8" M

IN.

3" M

IN.

3/4"

.

AND DECK SUPPORT

GRID

VARIES V.I.F. VARIES V.I.F.

CONT. SEALANT TO CLEAN SURFACE,SEALED WATERTIGHT20 GA. GALV. METAL FLASHING OVERMEMBRANE OVER 5/8" EXT. GYPSUM SHEATHINGOVER METAL STUD SUPPORT

STEEL BRACING,SEE STRUCT.DWG.

TPO MEMBRANE ROOFINGOVER COVER BOARD OVERTAPERED INSULATION

TREATED WOODNAILER

BEAM,SEE STRUCT. DWG.

TPO. FLASHINGSTRIP, HOT-AIRWELDED

GUSSET PLATE,SEE STRUCT. DWG.FOR SIZE

W.P.

STEEL COLUMN,SEE STRUCTURAL DWG.

SLOPE

4" MIN. 1"

MIN

.

SLOPE

FLASHING WITHDRIP1" M

IN.

5" M

IN.

8" M

IN.

5" M

IN.

8" M

IN.

GRID

STEEL COLUMNSEE STRUCT.

GUSSET PLATE,SEE STRUCT.DWG.FOR SIZE

CORNER BEAD

STEEL BRACING,SEE STRUCT. DWG.

20 GA. GALV. SHEET METAL CLOSURE OVERSLOPE 5/8" GYP. SHEATHING OVERMETAL STUDS COMPLETELY COVERED WITHWATERPROOFING MEMBRANE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

CONT. SEALANT TO CLEANSURFACE SEALED WATER TIGHT

CONT. SEALANT TO CLEAN SURFACE SEALEDWATER TIGHT

VARIES V.I.F VARIES V.I.F

1' -

0"

V.I.

F1'

- 0

" V

.I.F

1/4"

PE

R F

T.

MIN

.

1/4"

PE

R F

T.

MIN

.

FACE OF WALLWHERE OCCURS

SLOPE SLOPE

CRICKET CRICKET

SLO

PE SLO

PE

GRID

METAL GUTTER

METAL GUTTER

E12

A630

6"

5" M

IN.

MECH. EQUIP UINT

SPRING VIBRATOR ISOLATOR W/STUBBER FOR SIESMIC CONTROL

FIRE RETARDANT PREASSURETREATED NAILER

18 GA. GALV. METAL SHEET FLASHINGOVER WATERPROOFING MEMBRANE

PREFABRICATED CURB ANDPAD WIHT INSULATION

TPO MEMBRANE ROOFING OVERCOVER BOARD OVERTAPERED INSULATION

CRICKET

STL. ROOF DECK SYSTEMWHERE OCCURS

LEVEL PLANE

CONT. CLEAT

8" M

IN.

PLAN

NORTH

TRUE

NORTH

NN

Copyright © HNTB 2012

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2 P

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EXTERIOR DETAILS

A630

58059


NE

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10/01/2012

1 1/2" = 1'-0"

E4TYP. PARAPET DTL @ CMU WALL

3" = 1'-0"

E8SCUPPER & OVERFLOW DETAIL

3" = 1'-0"

J1TYP. PIPE PENETRATION @ ROOF

3" = 1'-0"

N1ROOF EDGE @ METAL DECK

1 1/2" = 1'-0"

A12CMU WALL DETAIL @ NON-SQUARE CORNERS

3" = 1'-0"

A4CMU WALL @ MAIN CONCOURSE

3" = 1'-0"

N4ROOF TRANSITION @ 400 LVL

3" = 1'-0"

J4ROOF DRAIN & OVERFLOW DRAIN DETAIL

3" = 1'-0"

N8ROOF EDGE @ CONCRETE SLAB

3" = 1'-0"

A1STUD WALL @ MAIN CONCOURSE

3" = 1'-0"

A8TYPICAL FLOOR DRAIN @ TOPPING SLAB

3" = 1'-0"

N12700 LVL ROOF EDGE @ CANOPY

1 1/2" = 1'-0"

E1TYP. PARAPET DTL @ FRONT CONCESSION

0 1'6"0 1'6"0 1'6"0 1'6"

0 1'6" 0 1'6"0 1'6"

0 1'6" 0 1'6"

0 1'6"0 1'6"0 1'6"0 1'6"

3/4" = 1'-0"

E12SECTION - COLUMN / GUSSET FLASHING

3/4" = 1'-0"

J12PLAN DETAIL -COLUMN / GUSSET FLASHING

1 1/2" = 1'-0"

J8MECHANICAL EQUIP @ PREFABRICATED CURB

3/4" 8 1/2" VERFY W/ MANUF. 3/4"

FABRICATED STEEL GUIDE RAIL

3/4" Ø X 6" EXPANSION ANCHOR@ 3'-0" O.C.VERIFY WITH MANUFACTURER

8 x 6 x 3/4" STOP ANGLE @ END

GROUT BED@ CONC. SLAB

2 1/

2"

1' - 4"

1/2"

11 1/2"

1' - 4"

STEEL GUIDE RAILSEE DET.A1/A6255

1/2"

3/4" Ø X 6" EXPANSION ANCHOR@ 3'-0" O.C.VERIFY WITH MANUFACTURER

1" 1"

6"

3"3" 1' - 0"

3/4" Ø X 6" @ 3'-0"O.C EXPANSION BOLTFLUSH WELD BOLT HEAD TO STEEL FLATE

A1

A625

D1

A625

1'- 6" X 16'-0" X 1/2" THICKNON-SLIP SURFACE STEELPLATE WITHBEVEL EDGE

SK

ID P

LAT

ED

IM. P

T.

TR

AS

H C

ON

TA

INE

R G

UID

E R

AIL

DIM

. PT

.

1' -

0"

OF GUIDE RAIL


G

BEYOND

1' -

7 1

/2"

1' -

10

1/2"

SLOPE 2% ±

SLOPE

DOCK LEVELER

111300.A1

DOCK BUMPER

111300.B1

TRENCH DRAIN

221319.A4

LOADING DOCKSITE PAVING PER CIVIL DWG.


G

3' -

6"

DOCK BUMPER

111300.B1

4" X 10" X 18" MOLDED RUBBER BUMPER GUARD WITHEXP. ANCHOR BOLTS VERIFY BUMPER HEIGHT W/OWNER

CONT. L4" X 4" X 1/4" GALV. STEEL ANGLE WITHANCHOR BOLT 1/2" Ø X4" STUDS 12" O.C. @

EDGE OF DOCK LEVELERTYP.

SLOPE 2% ±

LOADING DOCK SITE PAVINGPER CIVIL DWG.

TRENCH DRAIN

221319.A4


054000.A10

5/8" TYPE "X" GYPSUM BOARD

092900.D1


074213.13

SEALANT W/ BACKER ROD

079200.A1

WA

LL P

AN

EL

DIM

. PT

.

2 5/8" FROM EDGE OF SLAB

4" 5/8"

2" FROM FACE OF STUDS

SHEET METAL FLASHING AND TRIM

076200

AIR VAPOR BARRIEROVER EXTERIOR 5/8" TYPE "X" SHEATHING

OVER METAL STUDS

EDGE OF SLAB

EXTERIOR SHEATHING

@ FACE OF STUDS

COLD-FORMED METAL FRAMING

054000

INSULATED METAL WALL PANELS

074213.19


074213.13


079200.A1

WA

LL P

AN

EL

DIM

. PT

.

4"


076200

AIR VAPOR BARRIEROVER EXTERIOR 5/8" TYPE "X" SHEATHING

OVER METAL STUDS

WALL PERPENDICULAR TO DECKCONTINUOUS METAL CLOSUREFLASHING FIN. TOMATCH WALL PANEL


076200

2"

INFILL FLUTES W/MINERAL FIBER INSULATION

DIM

. PT

. (R

.O.)

TWO 1'-9" X 3'-6" X 6" DMETAL LOUVER DOORS WITHCONTINUOUS S.S. HINGE ON 16GA HOLLOWMETAL DOOR FRAME

36" X 36" X 18"DFUELING STATION FILL PANELS WITHDOOR ENCLOSURE BEHIND THEHINGED METAL LOUVER DOOR

CONTINUOUS L 3" X 3" X 1/4"STEEL ANGLE FRAME\WITH METAL CLOSURE PANEL

1' - 6"

3" M

AX

.

1/2"

1/2"

1/2"

1/4"

1/2"

6"

2"

CONT. GALV.METAL PANSILL FLASHING WITH END DAM.FINISH TO MATCH METAL LOUVER

SLOPE

SLOPE

1"

GRID


074213.13

CONTINUOUS METAL FLASHING WITH DRIP.

FORMED METAL WALL PANEL LOUVERBLADES @ 24" OC VERTICAL

089119.B2

2' - 8"

SLOPE

SECURITY/

FIXED LOUVER

089119.A0

REMOVABLE /

SILL

HEAD

2"

DIM

. PT

.

CONT.METAL SILL FLASHING

SLOPE

4" 2' - 8"


074213.19.A1


074213.13.A1


074213.13


WA

LL P

AN

EL

DIM

. PT

.

WEEP HOLE

2" 8"

1/2"


079200.A1

DRIFT SLIP JOINTWITH SLOTTED HOLE

1'-9" EDGE OF SLAB1"

CONT. FIRE SAFING

MEZZ. FLOOR EL 33'-6"

100 LEVEL FIELD 10'-6"

1'- 6" X 16'-0" X 1/2" THICKNON-SLIP SURFACE STEELPLATE WITHBEVEL EDGE

GROUT BED@ CONC. SLAB

1/2"

1" 1' - 4"

1"

1' - 6"

3/4" Ø X 6" @ 3'-0"O.C EXPANSION BOLTFLUSH WELD BOLT HEAD TO STEEL FLATE

1/4"

MA

X. 1"

PLAN

NORTH

TRUE

NORTH

NN


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M

EXTERIOR WALLDETAIL

A625

58059


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3" = 1'-0"

A1SECTION - TRASH CONTAINER GUIDE RAIL DETAIL

3" = 1'-0"

A6TRASH CONTAINER GUIDE RAIL @ RECEIVER END PLAN0 1'6"0 1'6"

1" = 1'-0"

F6SECTION - DETAIL @ LOADINGDOCK

1" = 1'-0"

F1SECTION - DETAIL @ LOADINGDOCK0 2'1'0 2'1'

3" = 1'-0"

M1SECTION DETAIL @ EDGE OF SLAB

3" = 1'-0"

M6SECTION DETAIL0 1'6"0 1'6"

3" = 1'-0"

M11SECTION - FUELING STATION SILL @ LOUVER0 1'6"

1 1/2" = 1'-0"

A11SECTION - LOUVER DETAIL @ HEAD AND SILL

3" = 1'-0"

D1SECTION - TRASH CONTAINER STEEL SKID PLATE DETAIL0 1'6"

0 1'6"

DRIPP FLASH

ANGLE FLASH

EACH SIDE OF

FLANGE

SEAL PERMETER W/

POLYURETHANE SEALANT

O.S. MTL. C

LOSURE W/

O.S. COMPOSITON CLOUSRE

BOTH SIDE

FLAT FLASH

WIDE FLANGE BEAM SHOWN

ALL OTHER PENETRATIONS

ARE SIMILAR

L1

A624

L6

A624

BOTTOM OF STEEL FLOOR DECKWHERE OCCURS

SUBGIRT


074213.19.A1


054000.A10

METAL ANDCOMPOSITION CLOSURE


074213.13.A1

FLASHING

MIN. 3"

POLYURETHANESEALANT

FLASHING

1/2" 1/2"


079200.A1

STL. BENT PLATE SEALWELDED TO W.F.

FLASHING


074213.19.A1


054000.A10


074213.13.A1

ANGLE FLASHING

FLAT FLASHING

1/2"

1/2"


079200.A1

BOTTOM OF STEEL FLOOR DECKWHERE OCCURS

SUBGIRT


074213.19.A1


054000.A10

METAL ANDCOMPOSITION CLOSURE


074213.13.A1

3" MIN.

FACE OF WALL WHEREOCCURS


079200.A1

1/2"

METAL FLASHING


051200.A0


FIX

ED

LO

UV

ER

DIM

. P

T.

RE

MO

VA

BLE

LO

UV

ER

DIM

. PT

.

GRID


051200.A0

6" 8"

HSS 12"X8"

HSS 8"X8"


074213.13



079200.A1

FIXED LOUVER

089119.A0


089119.B2

2' - 8"


089119.B2


074213.13

CONTINUOUS MC8X18.7 GALV. STEEL FRAME ANDANCHOR BOLTS 5/8" Ø 2'-0" O.C. MAX. @REMOVABLE LOUVER ONLY

CONTINUOUS MC8X18.7 GALV. STEEL FRAME ANDANCHOR BOLTS 5/8" Ø 2'-0" O.C. MAX. @REMOVABLE LOUVER ONLY

SLOPE

SECURITY/

FIXED LOUVER

089119.A0

REMOVABLE /

CONT.CONC CURB @ GENERATOR RM.

2"

DIM

. PT

.

CONT.METAL SILL FLASHING

SLOPE

HEAD

SILL

THERMAL INSULATION

072100.A0

SUBGIRT


092900.D1


074213.19.A1


054000.A10


074213.13.A1

DIM. PT. (R.O.)

2'-6" X 2'-6" 6"DCONTINUOUS HINGES METAL WALL PANEL ON16GA 2"X3" HOLLOW METAL DOOR FRAME

24" X 24" X 12"DPOWER AND DATA BOX 24" AFF BEHINDTHE HINGE METAL WALL PANEL DOOR

CONTINUOUS L 3" X 3" X 1/4"STEEL ANGLE FRAME\SUPPORT

DOUBLE METAL STUDSAT OPENING TYP.

9" x 1/2CONTINUOUS

GALV.STEEL PLATE

1/2" 2" 1"

5/8" TYPE"X" GYP. BD.OVER 2 1/2"METAL STUDFURRING

3"3"

3" X 16 GA CLOSURE ALL AROUND WIHTWATER-TIGHTNESS

1/2"

CONTROL JOINT

042200.H1

12" X 8" X 16" CMU

042200.B2


079200.A1

FIXED LOUVER

089119.A0

DIM. PT. (R.O.)

TWO 1'-9" X 3'-6" X 6" DMETAL LOUVER DOORS WITHCONTINUOUS S.S. HINGE ON 16GA HOLLOWMETAL DOOR FRAME

36" X 36" X 18"DFUELING STATION FILL PANELSWITH DOOR ENCLOSURE BEHINDTHE HINGED METAL LOUVER DOOR

SILL FLASHING PANW/ END DAM

DOUBLE METAL STUDS@ OPENING TYP.

9" x 1/2CONTINUOUS

GALV.STEEL PLATE

1/2"1/4"

1' -

6"

6"

VERTICAL REVEALWHERE OCCURS

3" MAX.

1/2"

LOUVER SUPPORT

DIM. PT. (R.O.)

2'-8" X 2'-8" 3"DCONTINUOUS S.S. W/ ADHERED BRICK VENEERFINISH TO MATCH ADJACENT CMU WALL

24" X 24" X 12"DPOWER AND DATA BOX 24" AFF BEHINDTHE HINGE METAL WALL PANEL DOOR

DOUBLE METAL STUDSAT OPENING TYP.W/ FIRE SAFING

9" x 1/2CONTINUOUS GALV.STEEL FRAME WITH

ANCHORS TO CMU

1/2" 2"

4" X 16 GA CLOSURE ALL AROUND WIHTWATER-TIGHTNESS

1' -

0"

1"3"

4"

1"5"

2 LAYERS 5/8" TYPE "X" GYPSUM BOARD

092900.D5

OVER 4" CH STUDS 2 HR RATEDWALL FURRING WHERE OCCURS

12" X 8" X 16" CMU

042200.B2

PLAN

NORTH

TRUE

NORTH

NN


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EXTERIOR WALLDETAIL

A624

58059


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IUM

10/01/2012

1 1/2" = 1'-0"

L11AXON - EXTERIOR WALL DETAIL0 1'6"

3" = 1'-0"

L6PLAN DETAIL - PENETRATION @ EXPOSED FASTENER PANELS

3" = 1'-0"

L1SECTION - PENETRATION @ EXPOSED FASTENER PANELS0 1'6" 0 1'6"

3" = 1'-0"

F1PLAN DETAIL - END WALL @ CMU AND MATAL PANEL SYSTEM0 1'6"

1 1/2" = 1'-0"

A1SECTION - REMOVABLE LOUVER DETAIL @ EAST CLUB

3" = 1'-0"

F6PLAN DETAIL - POWER AND DATA BOX JAMB @ METAL PANEL0 1'6"

3" = 1'-0"

F11PLAN DETAIL - CONTROL JOINT @ CMU

3" = 1'-0"

A6PLAN DETAIL - FUELING STATION JAMB @ LOUVER

3" = 1'-0"

A11PLAN DETAIL - JAMB @ CMU POWER AND DATA BOX

4" 2' - 8"

2' - 8"


054000.A10


074213.19.A1


074213.13.A1


074213.13


079200.A1

12" X 8" X 16" CMU

042200.B2


WA

LL P

AN

EL

DIM

. PT

.W

ALL

DIM

. P

T.

WEEP HOLE

GRID

3/8"

1 1/

2" S

HIM

SP

AC

E


092900.D1

1/2"

TREATED WD SHIM

4" 2' - 8"

8" 7" 1' - 5"


054000.A10


051200.A0

GYPSUM BOARD

092900.A0

2" 1/4"

1 1/

2" S

HIM

SP

AC

E

BO

TT

OM

OF

ST

EE

L S

UP

PO

RT


074213.19.A1


074213.13.A1


074213.13


079200.A1

ALUMINUM-FRAMED ENTRANCE &STOREFRONT

084113.A1


WA

LL P

AN

EL

DIM

. PT

.D

OO

R D

IM.

PT

.

METAL DRIP

WEEP HOLE

GRID

1/2"

G.5

3' - 6"1' - 4"

8"


054000.A10

2 1/

2"

1 1/

2" S

HIM

SP

AC

E

BO

TT

OM

OF

ST

EE

L S

UP

PO

RT


074213.19.A1


074213.13.A1


074213.13


079200.A1


084413.A0


WA

LL P

AN

EL

DIM

. PT

.

CU

RT

AIN

WA

LL D

IM.

PT

.

WEEP HOLE

5' -

0"

3" 3"

6" MIN

2' - 8"4"

1" M

IN.

1/2"

4" 2' - 8"

8" 2' - 0"


054000.A10


051200.A0

GYPSUM BOARD

092900.A0

2 1/

2"1/

4"

1 1/

2" S

HIM

SP

AC

E

BO

TT

OM

OF

ST

EE

L S

UP

PO

RT


074213.19.A1


074213.13.A1


074213.13


079200.A1


084413.A0


WA

LL P

AN

EL

DIM

. PT

.C

UR

TA

IN W

ALL

DIM

. P

T.

WEEP HOLE

GRID

1/2"


033000.A0

SLOPE WALKWAYSEE CIVIL DWGS

WITH ANCHORS


079200.A1

CONTINUOUS SILL S.S. FLASHINGWITH END DAM.

H2' - 8"

8"

SLOPE

SLOPE

VA

RIE

S S

EE

ELE

VA

TIO

NS

DIM

. PT

.

6"


033000.A0


084413.A0


042200.A2

SELF-ADHERING SHEET WATERPROOFINGMEMBRANE SYSTEM

071326.A1

CONTINUOUS S.S. FLASHINGWITH WEEP HOLE


033000.A0

BOTH SIDES

4" M

IN.

21

22

22

23

H

H

24' - 0"

2' - 8"

8"

2 1/

2"

70.5°

70.5°

2' - 8"

1' -

6"

1' -

6" 1' - 6"

1' - 0"


092900.D1


084413.A0


042200.A2

SLOPE W

ALKW

AY

SEE CIV

IL D

WG

.

2 1/

2"

2 1/

2"

4' - 5

7/8

"

4' -

5 7

/8"

CONCRETE UNIT MASONRY

042200

18'-6"

CMU EXPANSION JOINTCONTINUOUS ELASTOMERICSEALANTJOINT SEE ELEVATION WHERE OCCURS

5

6

67

H

H

4"2'

- 8

"

6"

2' - 8"


042200.A2

2HR. PARTITIONSEE PLANS FOR WALL TYPE.


042200.A1


074213.13.A1

HOSE BIBB+2'-0"A.F.F

3' - 4" R.O.

2' - 6"

2' - 0" MIN.

CONTROL JOINT

1/2"

BULLNOSE OUTSIDEEDGES CMU.TYP.

60

G.1

59.8

59.9

60.1

G.5

4" E

XP

. JT

.

ME

TA

L P

AN

EL

WA

LL D

IM.

PT

.

2' - 0"

2' - 0"

4" 2' - 8"

C-H SHAFTWALL STUD

092116.23.A1

2' - 8"

1' - 8"

5" 5"

4' -

3 3

/4"

CMU W

ALL DIM

.PT


092900.D1


074213.13.A1

EXPANSION CONTROL SYSTEM

079500.A0


042200.A1

INSULATED OVHD COILING DOOR - POWER

083323.A3

EXPANSION CONTROL SYSTEM

079500.A0

(SJ-8A)

(SJ-5A)

1' - 0"

1' - 0"

CONCRETE FILLED GALVANIZED PIPEBOLLARD - PAINTED

055000.A2

CONCRETE FILLED GALVANIZED PIPEBOLLARD - PAINTED

055000.A2

4" 2' - 8"


074213.19.A1


074213.13.A1


074213.13


WA

LL P

AN

EL

DIM

. PT

.W

ALL

DIM

. P

T.

WEEP HOLE

GRID


051200.A0

6" 8"

2" 8"

HSS 12"X6"


074213.13


4" 8" 2' - 0"


079200.A1

BOTH SIDES

FIXED LOUVER

089119.A0

LOUVER BIRD SCREEN

089119.C1

ALUMINUM-FRAMED STOREFRONT SYSTEM

084113.A0

1/2"

1"

WHERE CEILING OCCURSSEE CEILING SCHEDULE


079200.A1

LOUVER SUPPORTS

DRIFT SLIP JOINTWITH SLOTTED HOLE

1'-9" EDGE OF SLAB1"

CONT. FIRE SAFING

MEZZ. FLOOR EL 33'-6"

HEAD

SILL

PLAN

NORTH

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NN


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EXTERIOR WALLDETAIL

A621

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10/01/2012

1 1/2" = 1'-0"

F1SECTION - TOP OF CMU GASE WALL @ METAL PANEL

1 1/2" = 1'-0"

F6SECTION - DOOR HEAD @ METAL PANEL WALL

1" = 1'-0"

M1SECTION - HEAD DETAIL @ CONC STAIR TOP LANDING

0 2' 4'1'

0 1'6"

0 2'1'

0 1'6"

0 2' 4'1'

1 1/2" = 1'-0"

M11SECTION - STOREFRONT HEAD DETAIL @ METAL PANEL0 1'6"

0 2' 4'1'

1 1/2" = 1'-0"

F11SECTION - WINDOW SILL DETAIL0 1'6"

1/2" = 1'-0"

A11PLAN DETAIL

1/2" = 1'-0"

A6PLAN DETAIL

1/2" = 1'-0"

A1PLAN DETAIL

1 1/2" = 1'-0"

M6SECTION - LOUVER DETAIL @ EAST CLUB0 1'6"

METAL FLASHING


BENT STEEL PLATE


COVER BOARD

TPO ROOF MEMBRANE

075400.A1

CLEAT



051200.A2

VA

RIE

S -

8"

MIN

.

TOP OF STEEL

16

1' - 2"

4"L.P.EL. 60'-8"

COL. BEYOND

METAL FLASHING



COVER BOARD

TPO ROOF MEMBRANE

075400.A1

CLEAT



051200.A2

VA

RIE

S -

27"

MA

X.

TOP OF STEEL

16

1' - 2"

4"H.P.EL. 62'-4"

COL. BEYOND

5/8" EXT. SHEATHING ON6" METAL STUDS@16" O.C.

METAL FLASHING

METAL FLASHING




EL. 187'-9"

OF STEEL TUBE 1' - 2"

SLOPE

H

SLOPE

TPO ROOF MEMBRANE

075400.A1.


076200.A1


074213.13.A1

5/8" TYPE-X GLASS-MAT GYPSUMSHEATHING

061600.A1

COLD-FORMED METAL FRAMING

054000

R.D/O.D.EL 186'-4"


051200.A0

VIDEO DISPLAY BOARDWITH FRAME BY MANUFACFURE

SEE DTL. J4/A630

1"3"

VA

RIE

S

8" M

IN.

PRESSURE INTENSIFIER

HEAVY DUTY HINGE

HOLD OPEN ARM

SUPPORT ARM

3' -

0"

6' - 0"

J5

A631

31

V.I.F.

1' - 0"

H

V.I.

F.

2' -

0"

70

COVER

GASKET ALL AROUND

SPRING LATCH W/ INSIDE-OUTSIDE HANDLESAND PADLOCK HASP

COVER LINER

1" INSULATION THROUGHOUT THE COVER

VINYL GRIP

AUTOMATIC HOLD OPEN ARM AND COVER RELEASE

LIFTING MECHANISM HOUSING

1' -

0"

6' - 0"

1/2" SEPARATION BD. OVER PREFABMTL. CURB W/ 1 1/2" INSULATION

RIGID INSUL. OVER MTL. DECK SYSTEM

STL. CHANNEL OR STL. BEAMSUPPORT, SEE STRUCT.

SHIP LADDER W/ ANCHORBOLTS, TWO PER SIDE

3170

V.I.F.

1' - 0"

SLOPE SLOPE

PROTECTION COURSE

SELF ADHERINGWATERPROOFING TYP.

RETRACTABLE COVER& GASKET(DEVICE REST)

3" WIDE FLANGEALL AROUND

POWER & DATATERMINALS

12" LONG SLIDER


3"

SPRAY APPLIEDFIREPROOFING

TERMINALS

COMPOSITE METALDECK PER STRUCTURE

COMPOSITE METAL DECKPER STRUCTURE

TOPPING SLAB PERSTRUCTURE

TRIM ANGLE 1.5" DRAIN

RETRACTABLE COVER& GASKET(DEVICE REST)


8" M

IN.

5400 LBS ULTIMATE LOAD - ANY DIRECTION.

3/4 Ø - SS304 U- BAR

GALVANIZED STEEL TUBE

SEALING AND FLASHING

STAINLESS STEEL HOSE CLAMP

TOP OF FINISHED ROOF

TIEBACK WELDED TOSTEEL STRUCTURE

STRUCTURE MUSTWITHSTAND APPLIEDLOADING WITH REQUIREDSAFETY FACTOR OF 4

MIN FLANGE WIDTH OF 5" REQUIRED

PLAN

NORTH

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Copyright © HNTB 2012

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EXTERIOR DETAILS

A631

58059


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10/01/2012

3" = 1'-0"

A1ROOF EDGE @ LOWER POINT0 1'6"

3" = 1'-0"

E1ROOF EDGE @HIGH POINT

1 1/2" = 1'-0"

A5SECTION DETAIL @ SCOREBOARD

0 1'6"

0 1'6"

1" = 1'-0"

E5PLAN - ROOF HATCH

1" = 1'-0"

J5SECTION - ROOF HATCH

0 2'1'

0 2'1'

3" = 1'-0"

E9A631-E9 PULL UP FLOOR BOX DETAIL0 1'6"

1 1/2" = 1'-0"

N1DETAIL @ TIE - BACK ANCHOR0 1'6"

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