Portfolio_2 by Emily Ruopp

EMILY RUOPP

egruopp@gmail.com egruopp.wix.com/portfolio https://issuu.com/egruopp

180 Nassau, Apt 6C Brooklyn, NY 11201 609.954.8470

CONTENTS

METLIFE COMPETITION METALS IN CONSTRUCTION MAGAZINE MIDTOWN EAST | NEW YORK CITY, NY

CARLETON COLLEGE SCIENCE RENOVATION AND ADDITION NORTHFIELD, MN

NYU ROGERS HALL POLYTECHNIC SCHOOL OF ENGINEERING DOWNTOWN BROOKYLN | BROOKYLN, NY

COLUMBIA UNIVERSITY MEDICAL CENTER COLLEGE OF DENTAL MEDICINE NEW YORK, NY

PENN STATE UNIVERSITY NEW NORTH RESIDENCE HALL UNIVERSITY PARK | STATE COLLEGE, PA

LEHIGH UNIVERSITY BUILDING C ADDITION AND RENOVATION MOUNTAINTOP CAMPUS | BETHLEHEM, PA

GSA COTTON ANNEX RESIDENCES HIGH RISE ADDITION AND RENOVATION WASHINGTON, DC

HISCOCK & BARCLAY CENTER COR DEVELOPEMENT COMPANY INNER HARBOR | SYRACUSE, NY

METLIFE

METLIFE COMPETITION METALS IN CONSTRUCTION MAGAZINE MIDTOWN EAST | NEW YORK CITY, NY

Revit | Rhino | V-Ray | Photoshop

Revit | Rhino | V-Ray | Illustrator | Photoshop

Revit | Rhino | V-Ray | Photoshop

Revit | Rhino | Photoshop (Out-sourced Rendering)

CARLETON

CARLETON COLLEGE SCIENCE RENOVATION AND ADDITION NORTHFIELD, MN

Revit | Rhino | V-Ray | Photoshop

Revit | Photoshop

Drawings: Revit | Illustrator

Renderings: Revit | Rhino | V-Ray | Photoshop

Drawings: Revit | Photoshop

Renderings: Revit | Rhino | V-Ray | Photoshop

Revit | Rhino | V-Ray | Photoshop

ROGERS HALL

Revit | Photoshop

NYU ROGERS HALL POLYTECHNIC SCHOOL OF ENGINEERING DOWNTOWN BROOKYLN | BROOKYLN, NY

Renderings: Revit | 3DS Max | V-Ray | Photoshop

Drawings: Revit | Photoshop

Renderings: Revit | 3DS Max | V-Ray | Photoshop

COLUMBIA

COLUMBIA UNIVERSITY MEDICAL CENTER COLLEGE OF DENTAL MEDICINE NEW YORK, NY

Revit | 3DS Max | V-Ray | Photoshop

Renderings: Revit | Rhino | 3DS Max | V-Ray | Photoshop

Diagrams: Revit | Rhino | V-Ray Photoshop | Illustrator

Iterations: Revit | Rhino | V-Ray

Renderings: Revit | Rhino | 3DS Max | V-Ray | Photoshop

Iterations: Revit | Rhino | V-Ray

Diagrams: Revit | Rhino | V-Ray | Photoshop | Illustrator

P E N N S TAT E

PENN STATE UNIVERSITY NEW NORTH RESIDENCE HALL UNIVERSITY PARK | STATE COLLEGE, PA

Revit | Photoshop

LEHIGH

LEHIGH UNIVERSITY BUILDING C ADDITION AND RENOVATION MOUNTAINTOP CAMPUS | BETHLEHEM, PA

Rhino | V-Ray | Photoshop

Renderings: Revit | Photoshop

Diagrams: Revit | Photoshop

OF MULLION OF COLUMN

Renderings: Revit | Photoshop

1 MODULE

OF MULLION

OF MULLION OF COLUMN

CURTAIN WALL LAYOUT - MODULE A

OF MULLION OF COLUMN

1/2 MODULE CW1

1 1/2"

CW1

1/2 MODULE CURTAIN WALL MULLION AND SUNSHADE FIN, WHERE OCCURS

CONT. NEOPRENE GASKET, TYP

3 5/8" LGMF, TYP

CURTAIN WALL LAYOUT - MODULE A

CURTAIN WALL LAYOUT - MODULE B

N N

STRUCTURAL STEEL, TYP WHERE OCCURS N

N N

ON MN

N N

A301

SIM

2 A452

GL-2

+ +

T.O. PARAPET 41' - 4"

SIM

T.O. PARAPET 41' - 4" 2 A452

R - THIRD FLOOR ROOF T/S METAL PER STRUCTURAL 39' DECKING - 1"

+ +

T.O. PARAPET 41' - 4"

STEEL BEAM BEYOND PER STRUCTURAL

GL-2

R - THIRD FLOOR ROOF T/S 39' - 1"

5/8" EXTERIOR SHEATHING BOARD T.O. MULLION

R - FAN LOFT ROOFADHERED T/S FULLY WATERPROOFING 35' - 6 1/2"

CEILING PER REFLECTED CEILING PLAN, TYP

R - FAN LOFT ROOF T/S 35' - 6 1/2"

MEMBRANE

CW1

MINIMUM R-16

R2 - EXT ROOF ASSEMBLY 2 (SECTION DETAIL) 3 A454

GL-2

SIM

T.O. MULLION 30' - 8 1/2"

GL-2

CORRIDOR 301

OFFICE 344

W2 - EXT WALL/SOFFIT ASSEMBLY 2 (PLAN DETAIL)

3" = 1'-0"

OFFICE CORRIDOR 344 301

T.O. MULLION 30' - 8 1/2"

3 A454

3" = 1'-0"

GL-2

TION TAPERED AS DRAINAGE

5 A454

1" INSULATED LOW-E 3.5- THIRD FLOOR 28' - 2 1/2" SPANDREL GLAZING. REFER TO

3.5- THIRD FLOOR 28' - 2 1/2"

ALUMINUM COMPOSITE PANEL FRAMING SYSTEM FULLY ADHERED SINGLE-PLY ACP-1 ROOFING MEMBRANE R-1

EXTERIOR ELEVATIONS FOR TYPE AND LOCATION.

3 - FAN LOFT 26' - 0" B.O. MULLION 25' - 10 1/2"

APC-1

5/8"

AIR AND MOISTURE (EXTERIOR ONLY) 1/2" ROOF BOARD ADHERED TO BARRIER INSULATION 1/2" SUBSTRATE BOARD SOFFIT AIR ANDB.O. MOISTURE BARRIER

GL-2

MIN 2" RIGID INSULATION ADHERED TO ALUMINUM ANGLE. PROVIDE FSK TAPE AT ALL JOINTS. B.O. SOFFIT

+ +

FIBERGLASS THERMAL SPACER 1" INSULATED LOW-E VISION GLAZING. 1 REFER TO EXTERIOR ELEVATIONS FOR A455 TYPE AND LOCATION. GL-1 2" RIGID INSULATION

5/8"

23' - 5"

GL-2

GL-1

SHELL SPACE 243

3" = 1'-0"

R1 - EXT ROOF ASSEMBLY 1 (SECTION DETAIL) 3" = 1'-0"

HERED TO INSULATION

CONTINUOUS BUTYL SEALANT

PANEL FRAMING

ACING WITH SYSTEM

OF MULLION

1" INSULATED LOW-E SPANDREL GLAZING. REFER TO EXTERIOR ELEVATIONS FOR TYPE AND LOCATION.

MIN 2" RIGID INSULATION ADHERED TO ALUMINUM ANGLE. PROVIDE FSK TAPE AT ALL JOINTS.

WALL SECTION & ENLARGED ELEVATION WALL SECTION &

1/2" = 1'-0"

REFER TO SHEET A001 FOR GENERAL NOTES, SYMBOLS & ABBREVIATIONS. REFER TO SHEET A002 FOR EXTERIOR ASSEMBLIES.

M R-30 ASSEMBLY

3" = 1'-0"

EXISTING CMU WALL, PROTECT IN PLACE

ES CE NT CR

ALUMINUM CURTAIN WALL SYSTEM

INSULATED DRAINAGE PANEL OVER AIR AND MOISTURE BARRIER

VERTICAL CAPTURED MULLION WITH SUNSHADE (PLAN DETAIL)

GRANULAR FILL

Drawings: Revit

1" INSULATED LOW-E SPANDREL GLAZING. REFER TO EXTERIOR ELEVATIONS FOR TYPE AND LOCATION. GL-2

VERTICAL STRUCTURAL SILICONE GLAZED MULLION (PLAN DETAIL)

KEY PLAN:

C2 2

L OF MULLION

1/2" = 1'-0"

AUGUST 15, 2016 DATE: Mountaintop Campus Mountaintop Campus As indicated SCALE: EYP PROJECT NO.: 1012131.04 Building C 2017 Renovation Building C 2017 Renovation CLIENT PROJECT NO.: DESIGNED BY:

6" EP CE, ER, MM AH

Lehigh University 113 Research Drive Bethlehem, PA 18015

LehighDRAWN University BY: 113 Research Drive CHECKED BY: Bethlehem, PA 18015

100% CONSTRUCTION DATE DOCUMENTS

100% CONSTRUCTION WALL SECTIONS DOCUMENTS

1"X1" CONT. ALUMINUM SHEET METAL ANGLE ADHERED TO MULLION, TYP ALL DATE NO. REVISION/SUBMISSION SIDES

1"X1" CONTINUOUS ALUMINUM SHEET METAL ANGLE ADHERED TO MULLION, TYP ALL SIDES

WALL SECTION & ENLARGED ELEVATION WALL SECTION & ENLARGED ELEVATION

2 1/2"

MIN 2" RIGID INSULATION ADHERED TO 1 - FIRST FLOOR 0" ALUMINUM ANGLE. PROVIDE FSK TAPE AT ALL JOINTS.

CW-1

1" INSULATED LOW-E VISION GLAZING. REFER TO EXTERIOR ELEVATIONS FOR TYPE AND LOCATION. GL-1

NO. REVISION/SUBMISSION

1/2" = 1'-0"

VERTICAL CAPTURED MULLION VERTICAL CAPPED MULLION AT WITH SUNSHADE (PLAN DETAIL) DOORS ONLY(PLAN DETAIL) MINIMUM R-16 ASSEMBLY

AUGUST 15, 2016 As indicated SCALE: EYP PROJECT NO.: ALUMINUM CURTIAN 1012131.04 WALL SYSTEM CW-1 CLIENT PROJECT NO.: EP DESIGNED BY: DRAWN BY: CE, ER, MM AH CHECKED BY: 1" INSULATED LOW-E VISION GLAZING. REFER DATE:

TO EXTERIOR ELEVATIONS FOR TYPE AND LOCATION. GL-1

A301 WALL SECTIONS

VERTICAL CAPTURED MULLION 3 5/8" LGMF MINIMUM R-16 ASSEMBLY (PLAN DETAIL)

3" = 1'-0"

2 - SECOND FLOOR 13' - 0"

1"X1" CONT. ALUMINUM SHEET METAL ANGLE ADHERED TO MULLION, TYP ALL SIDES

1 - FIRST FLOOR 0"

W1 - EXT WALL/SOFFIT ASSEMBLY 1 (PLAN MINIMUM R-16 DETAIL) ASSEMBLY

2 - SECOND FLOOR 13' - 0"

AIR CONT. AND MOISTURE BARRIER 1"X1" ALUMINUM SHEET METAL ANGLE ADHERED TO MULLION, TYP ALL SIDES FULLY ADHERED WATERPROOFING MEMBRANE (WALL CONDITION ONLY)

5/8" TYPE "X" GYPSUM BOARD

2 1/2"

1" INSULATED LOW-E VISION GLAZING. REFER TO EXTERIOR ELEVATIONS FOR TYPE AND LOCATION, TYP. GL-1

6" 2 1/2"

ING BOARD

DETAIL)

5/8" EXTERIOR SHEATHING BOARD

ION TAPERED AS TURAL, ANT TO DRAIN (MIN 1/4"

ASSEMBLY

1/2" = 1'-0"

T.O. MULLION 15' - 1"

GL-1

SDT-1

ALUMINUM SUNSHADE - PROVIDE CAP AT TOP AND BOTTOM OF EXTRUSION

MIN 2" RIGID INSULATION ADHERED TO ALUMINUM ANGLE. PROVIDE FSK TAPE AT ENLARGED ELEVATION ALL JOINTS.

3 5/8" LGMF PER STRUCTURAL, WHERE OCCURS

STRUCTURAL

SHELL SPACE 120

T.O. MULLION 15' - 1"

1/4" 1" INSULATED LOW-E SPANDREL GLAZING. REFER TO EXTERIOR ELEVATIONS FOR TYPE AND LOCATION.

REFER TO RCP

3" = 1'-0"

01 FOR GENERAL NOTES, SYMBOLS & ABBREVIATIONS. 1.

ture & Engineering, PC ., 2nd Fl. Y 10014 D PER 17 981 B.O.6000 SOFFIT

6 ASSEMBLY

STEEL REINFORCEMENT, TYP

KEY PLAN:

02 FOR EXTERIOR ASSEMBLIES.

SF-1

GL-2

1" INSULATED LOW-E VISION GLAZING. REFER TO EXTERIOR ELEVATIONS FOR TYPE AND LOCATION. GL-1

GENERAL NOTES:

120

CW-1

ALUMINUM CURTAIN WALL SYSTEM

RRIER (EXTERIOR ONLY) PANEL

ALUMINUM STOREFRONT TYP SHELLSYSTEM, SPACE

1 5/8" LGMF

1/8"

GL-2

EXISTING TO REMAIN, TYP

1 1/2" LIGHT GUAGE HORIZONTAL "Z" GIRT, COORDINATE SPACING WITH INSULATED 2" RIGID INSULATION METAL PANEL SYSTEM ATTACHEMENT

5/8"

ARRIER EEL FRAMING

W1 - EXT WALL/SOFFIT ASSEMBLY 1 (PLAN DETAIL)

ALUMINUM COMPOSITE PANEL FRAMING SYSTEM ACP-1 3" INSULATED METAL WALL PANEL SYSTEM MWP-1 FIBERGLASS THERMAL SPACER

OF JOINT DIM. POINT

GLE-PLY ROOFING

GL-1

MINIMUM R-16 ASSEMBLY

4 1/2"

1 A454

SDT-1

GRANULAR FILL

4 1/2"

W2 - EXT WALL/SOFFIT ASSEMBLY 2 (PLAN DETAIL) MINIMUM R-30 ASSEMBLY

1 A454

FULLY ADHERED WATERPROOFING MEMBRANE INSULATED DRAINAGE PANEL OVER (WALL CONDITION ONLY) AIR AND MOISTURE BARRIER

OF MULLION

GRANULAR FILL

3" = 1'-0"

INSULATED DRAINAGE PANEL OVER AIR AND MOISTURE BARRIER

GRANULAR FILL

OF JOINT DIM. POINT

ETAIL)

INSULATED DRAINAGE PANEL OVER AIR AND MOISTURE BARRIER

OF MULLION

UM R-16 ASSEMBLY TECHNICAL REPORT

1" INSULATED LOW-E VISION GLAZING. REFER TO EXTERIOR ELEVATIONS FOR TYPE AND LOCATION. GL-1 CW1

CORRIDOR 201

AIR AND MOISTURE BARRIER

MIN 4" RIGID INSULATION TAPERED AS REQUIRED TO SLOPE TO DRAIN (MIN 1/4" PER 1'-0") MINIMUM R-16 ASSEMBLY

ES CE NT

PER GEOTECHNICAL

3" = 1'-0"

2 - SECOND FLOOR 13' - 0"

13' - 0"

STN-1

T.O. MULLION 23' - 5"

CW-1

ALUMINUM CURTAIN WALL SYSTEM

METAL DECKING 2 - SECOND FLOOR PER STRUCTURAL STN-1

5/8" LGMF PER STRUCTURAL, VERTICAL CAPTURED3WHERE MULLION OCCURS (PLAN DETAIL) 5/8" EXTERIOR SHEATHING BOARD

D WATERPROOFING

GS1

5/8" EXTERIOR SHEATHING BOARD STEEL BEAM BEYOND PER STRUCTURAL

4 A454

ALUMINUM SUNSHADE - PROVIDE CAP AT TOP AND BOTTOM OF EXTRUSION

1"X1" CONT. ALUMINUM SHEET METAL ANGLE ADHERED TO MULLION, TYP ALL SIDES

1'-0"

GS1

4 A454

DETAIL)

CW1

SHELL CORRIDOR SPACE 201 243

3 5/8" LGMF PER STRUCTURAL, WHERE OCCURS

HEATHING BOARD

6 ASSEMBLY

2 1/2"

B.O. MULLION 25' - 10 1/2"

GL-1

MIN 2" RIGID INSULATION ADHERED TO ALUMINUM ANGLE. PROVIDE FSK TAPE AT ALL JOINTS.

G PER STRUCTURAL

URE BARRIER

T.O. MULLION 23' - 5"

GL-1

GS1

CORRIDOR 201

3 - FAN LOFT 26' - 0"

1 A455

SF1

YOND PER

3.5- THIRD FLOOR 28' - 2 1/2"

3 - FAN LOFT 26' - 0"

GL-2

1" INSULATED LOW-E SPANDREL GLAZING. REFER TO EXTERIOR ELEVATIONS FOR TYPE AND LOCATION.

6" SF1

3.5- THIRD FLOOR 28' - 2 1/2" 2 A454

B.O. MULLION 25' - 10 1/2"

CEILING PER REFLECTED CEILING PLAN, TYP

GL-2

+ +

2 ALUMINUM COMPOSITE PANEL FRAMINGA454 SYSTEM ACP-1 ALUMINUM CURTAIN WALL SYSTEM CW-1

23' - 5"

3 - FAN LOFT 26' - 0" B.O. MULLION 25' - 10 1/2"

OF MULLION

+ +

5 A454

OF JOINT DIM. POINT

EXISTING TO REMAIN, TYP

NE ERMAL+ SPACER

T.O. MULLION 30' - 8 1/2"

CW1

2 1/2"

POSITE PANEL FRAMING CTURAL 1

T.O. MULLION 30' - 8 1/2"

GL-1

CW1 ASSEMBLY

1'-0"

SIM

3 A454

T.O. MULLION 37' - 2 1/2"

GL-1

MINIMUM R-16 ASSEMBLY GRADUATE WORK AREA 320

T.O. MULLION 37' - 2 1/2"

1/4"

GL-1

1"X1" CONT. ALUMINUM SHEET METAL R - THIRD FLOOR ROOF T/S 39' - 1" ANGLE ADHERED TO MULLION, TYP ALL SIDES

VERTICAL CAPTURED MULLION (PLAN DETAIL)

CEILING PER REFLECTED CEILING PLAN, TYP

GL-1 CW1

T.O. PARAPET 41' - 4"

2 1/2"

+ +

5/8" EXTERIOR SHEATHING BOARD

T.O. MULLION 37' - 2 1/2"

GL-2

R - THIRD FLOOR ROOF T/S 39' - 1"

3 5/8" LGMF PER STRUCTURAL, WHERE OCCURS + +

37' - 2 1/2" AIR AND MOISTURE BARRIER

2 A452

GL-2

OF MULLION

2 A452

HORIZONTAL STRUCTURAL SILICONE GLAZED MULLION (SECTION DETAIL) MINIMUM R-16 ASSEMBLY

A301

Renderings: Revit | Photoshop

"Z" MOLDING PER MANUFACTURER

MANUFACTURER, TYP

AT PREDRILLED HOLES ON PANEL, TYP

EXISTING WALL BEYOND WALL BEYOND

CORNER BEAD STREET - C1 VESTIBULE CEILING TRANSITION (SECTION DETAIL)

"Z" MOLDING PER MANUFACTURER

STREET - MPC-1 TO APC-1 CEILING (SECTION DETAIL)

EXISTING WALL BEYOND 3" = 1'-0"

3" = 1'-0"

STREET - MPC-1 TO MPC-1 CEILING (SECTION DETAIL)

3" = 1'-0"

WALL BEYOND

STREET - C1 VESTIBULE CEILING TRANSITION (SECTION DETAIL) 3" = 1'-0"

3" = 1'-0"

FULL HEIGHT HEAVY DUTY ALUMINUM CORNER TRIM, PER MANUFACTURER

REFER TO FLOOR PLAN FOR WALL TYPE

FULL HEIGHT HEAVY DUTY FLOOR TRANSITION ALUMINUM CORNER TRIM, BELOW, COLD JOINT PER MANUFACTURER

REFER TO FLOOR PLAN FOR WALL TYPE PT-2 PAINTED SHEET MTL.

3-5/8" MTL. STUD @ 16" O.C.

2" "C" HANGER CLIP

FLOOR TRANSITION BELOW, COLD JOINT

1-1/2" CLR 2"

HANGER WIRE, TYP

5/8"

EXISTING WALL 2-1/2" HAT CHANNEL, TYP

"C" HANGER CLIP WALL BEYOND, TYP EXISTING

CORNER BEAD, TYP

1-1/2" CLR

1/4"

ALIGN

WALL BEYOND REFER TO RCP FOR CEILING HEIGHT, TYP

END RETAINING CLIP STREET - WINDOW HEAD (SECTIONBEAM DETAIL) PER MANUFACTURER

3" = 1'-0"

DRIVE CHAIN

(MODEL 3" FWS-200) OR EQUAL. = 1'-0"

CLR

COLD JOINT

2" ALIGN

REFER TO FLOOR PLAN FOR WALL TYPE, TYP

REFER TO RCP FOR CEILING HEIGHT, TYP

BEAM END RETAINING CLIP EXPANSION JOINT PER MANUFACTURER COVER BY C/S (MODEL FWS-200) OR EQUAL. DRIVE CHAIN

3-5/8" MTL. STUD @ 16" O.C.

EXISTING COLUMN

GS1

5/8" GWB, TYP 1" HAT CHANNEL, TYP

ALIGN

FLOOR TRANSITION BELOW, COLD JOINT

2" STREET - WINDOW JAMB (PLAN DETAIL)

CORNER BEAD REFER TO FLOOR PLAN FOR WALL TYPE, TYP

3" = 1'-0"

ALIGN

AUGUST 15, 2016 REFER TO RCP FOR 3" = 1'-0" SCALE: CEILING HEIGHT EYP-PROJECT NO.: 1012131.04 STREET WINDOW JAMB (PLAN DETAIL) CLIENT PROJECT NO.: 3" = 1'-0" - WALL STREET - WALL INFILL AT SHELL SPACE STREET - C1 VESTIBULE EXISTING PT-2 DOULBE-SIDED BUTYL TAPE, TYP EP DESIGNED BY: PAINTED 3" = 1'-0" AUGUST 15, 2016 DATE: SHEET Lehigh University DRAWN BY: CE, ER, MM MTL.,TYP 3" = 1'-0" SCALE: AH 113 Research Drive CHECKED BY: EYP ALIGN PROJECT NO.: 1012131.04 Bethlehem, PA 18015 TO OUTERMOST CLIENT PROJECT NO.: ASHLAR STONE EP DESIGNED BY: Lehigh University DRAWN BY: ER, MM GWB - WINDOW HEAD (SECTION DETAIL) GWB - WALL TERMINATION AT EXIST. WALLCE, (PLAN DETAIL) AH 113 Research Drive CHECKED BY: 3" = 1'-0" 3" = 1'-0"

NO. REVISION/SUBMISSION

DATE

NO. REVISION/SUBMISSION 3-5/8" MTL. STUD

DATE

6 100% CONSTRUCTION Bethlehem, PA 18015 DOCUMENTS 100% CONSTRUCTION DOCUMENTS

5/8" GWB, TYP

@ 16" O.C., TYP

INTERIOR DETAILS - STREET

1-1/2" HAT CHANNEL, TYP 3-5/8" MTL. STUD @ 16" O.C., TYP 3-5/8" MTL. STUD, TYP 2-1/2" MTL. STUD WOOD BLOCKING @AS 16"REQ., O.C., TYP TYP

INTERIOR DETAILS - STREET

5/8" GWB, TYP

3" = 1'-0"

A652 A652

1/4"

COLD JOINT

1(PLAN DETAIL)

GS1

5/8" GWB, TYP

DATE:

Mountaintop Campus Building C 2017 Renovation 4 Mountaintop Campus Building C 2017 Renovation

COLD JOINT

REFER TO FINISH PLANS FOR BASE TYPE, TYP

PT-2

1/4" TO OUTERMOST STONE 5/8" GWB, TYP

COLD JOINT REFER TO FINISH PLAN FOR FLOOR FINISH

"Z" REVEAL 2"ALIGN EPOXY

WALL BEYOND

3-5/8" MTL. STUD @ 16" O.C., TYP

2-1/2" HAT CHANNEL, TYP

5/8" GWB, TYP

EXISTING WALL AND STONE VENEER TO REMAIN U.N.O. - PROTECT IN PLACE

3" = 1'-0"

ALIGN

3/8"

1/4"

GWB - EXPANSION JOINT C2 (PLAN DETAIL)

EXISTING WALL ASSEMBLY CUT AND FILLED WITH SELF LEVELING COMPOUND, REFER TO FINISH PLAN FOR EXTENTS DEMOLISHED PORTION OF EXISTING WALL

1-1/2" X 1-1/2" MTL. ANGLE

EXISTING FLOOR

REFER TO RCP FOR CEILING HEIGHT

EXISTING FLOOR CUT AND FILLED WITH DEMOLISHED PORTION OF EXISTING WALL SELF LEVELING COMPOUND, REFER TO FINISH PLAN FOR EXTENTS

"J" MOLDING PER MANUFACTURER, TYP ALIGN

ALIGN

PT-2

GWB - BASE DETAIL AT COLUMN (SECTION DETAIL) 3" = 1'-0"

3" = 1'-0"

PAINTED SHEET METAL

1/4" TO OUTERMOST STONE 2"

STREET - WINDOW SILL (SECTION DETAIL)

PT-2

ALIGN FLOOR TRANSITION BELOW PT-2

1/4" TO OUTERMOUST STONE

EXISTING WALL EXISTING FLOOR

EXISTING WALL

GENERAL NOTES:

PT-2

1/4"FLOOR TO OUTERMOST STONE REFER TO PLAN FOR WALL TYPE

PT-2

EXISTING WALL BEYOND, TYP

COLD JOINT

3" = 1'-0"

ALIGN

2" 2"

ALIGN

POCKET BRACKET

3" = 1'-0"

EPOXY, TYP

1/4" GWB - WALL TERMINATION AT WINDOW (PLAN DETAIL)

PT-2

WALL BEYOND

EXISTING WALL ASSEMBLY CUT AND FILLED WITH SELF LEVELING COMPOUND, REFER TO FINISH PLAN FOR EXTENTS

1/4" TO OUTERMOUST STONE

3" = 1'-0"

5/8" GWB, TYP

FLOOR TRANSITION BELOW, COLD JOINT

ALIGN

STREET - WINDOW SILL (SECTION DETAIL) 6 3" = 1'-0" STREET - WINDOW HEAD (SECTION DETAIL)

3" = 1'-0"

1/4" TO OUTERMOUST STONE

5/8" GWB, TYP STREET - WINDOW SILL (SECTION DETAIL) EXISTING EXPANSION JOINT WOOD BLOCKING AS REQ.

GWB - COLUMN (PLAN DETAIL)

1/4"

EXISTING FLOOR

CLR

EXISTING WALL 1"

CLR

3" = 1'-0"

DEMOLISHED PORTION OF EXISTING WALL

PT-2

1/4"

3-5/8" MTL. STUD, TYP

REFER TO FLOOR PLAN FOR WALL TYPE

3-5/8" MTL. STUD 2 16" O.C.

WOOD BLOCKING AS REQ., TYP

ALIGN

GS1

EXISTING WALL

2-1/2" MTL. STUD, TYP

N OF

3/8" FULL HEIGHT HEAVY DUTY ALUMINUM CORNER TRIM, PER MANUFACTURER

3-5/8" MTL. STUD, TYP

1-1/2" HAT CHANNEL, TYP

5/8" GWB, TYP

DEMOLISHED PORTION OF EXISTING WALL

3-5/8" MTL. STUD, TYP

3" = 1'-0"

WOOD BLOCKING AS REQ., TYP

COLD JOINT

1/4"

5/8"

3-5/8" MTL. STUD @ 16" O.C.

DEMOLISHED WALL

1" HAT CHANNEL, TYP

5/8" GWB, TYP

EXISTING FLOOR

EXISTING WALL

STREET - C1 VESTIBULE (PLAN DETAIL) 2 3" = 1'-0" STREET - MPC-1 TO MPC-1 CEILING (SECTION DETAIL)

1-1/2" HAT CHANNEL, TYP

COLD JOINT

REFER TO FLOOR PLAN FOR WALL TYPE, TYP

GWB - EXPANSION JOINT C1 (PLAN DETAIL) 1-1/2" CLR

EXISTING WALL BEYOND, TYP

3" = 1'-0"

EXISTING COLUMN

REFER TO FINISH PLAN FOR FLOOR FINISH

"C" HANGER CLIP

EXPANSION JOINT COVER BY C/S (MODEL FWS-200) OR EQUAL.

STREET - WALL INFILL AT SHELL SPACE 4 3" = 1'-0" STREET - MPC-1 TO APC-1 CEILING (SECTION DETAIL)

COLD JOINT

5/8" GWB, TYP

3" = 1'-0"

WALL BEYOND

REFER TO RCP FOR CEILING HEIGHT

STREET - C1 VESTIBULE (PLAN DETAIL)

3-5/8" MTL. STUD, TYP

CORNER BEAD

REFER TO FINISH PLAN FOR FLOOR FINISH

COLD JOINT EXISTING WALL ASSEMBLY CUT AND FILLED WITH SELF LEVELING COMPOUND, REFER TO FINISH PLAN FOR EXTENTS

3" = 1'-0"

REFER TO FLOOR PLAN FOR WALL TYPE, TYP

CLR

5/8" GWB, TYP

STREET - WALL INFILL AT SHELL SPACE

WALL BEYOND

EXISTING EXPANSION JOINT

GS1

EXPANSION JOINT EXISTING WALL ASSEMBLY CUT AND COVER BY C/S (MODEL FWSC-200) OR EQUAL. FILLED WITH SELF LEVELING COMPOUND, REFER TO FINISH PLAN FOR EXTENTS EXISTING WALL BEYOND, TYP

"C" HANGER CLIP PER MANUFACTURER, TYP

WALL BEYOND

STREET - WINDOW HEAD (SECTION DETAIL) 7 3" = 1'-0" STREET - C1 VESTIBULE CEILING TRANSITION (SECTIONEXPANSION DETAIL) JOINT COVER BY C/S EXISTING WALL BEYOND, TYP

REFER TO RCP FOR CEILING HEIGHT, TYP

EXISTING WALL AND STONE VENEER CORNER TOBEAD REMAIN U.N.O. - PROTECT IN PLACE EXISTING WALL BEYOND

WALL BEYOND

3-5/8" MTL. STUD @ 16" O.C., TYP

ALIGN

3" = 1'-0"

ALIGN

"Z" MOLDING PER MANUFACTURER

MANUFACTURER, LOCATION AT PREDRILLED HOLES ON PANEL, TYP

ALIGN

WOOD BLOCKING AS REQ.

5-1/2" CLR

REFER TO FLOOR PLAN FOR WALL TYPE, TYP

TYP

PT-2 5/8" GWB, TYP

1/2"

GWB - CEILING AT NEW WALL "C" HANGER CLIP PER (SECTION DETAIL)

FLOOR TRANSITION BELOW, COLD JOINT

"C" HANGER CLIP PER MANUFACTURER

DRIVE CHAIN

EPOXY

REFER TO RCP FOR REFER TOHEIGHT PLUMBING CEILING DWGS

ALIGN

2' - 6"

WOOD BLOCKING AS REQ. 2-1/2" MTL. STUD, TYP

"Z" REVEAL 1-1/2" CLR

ALIGN

EXISTING WALL REFER TO RCP FORAND STONE VENEER REMAINTYP U.N.O. - PROTECT IN CEILINGTOHEIGHT, PLACE

1/2"

1/4"

2-1/2" FLOOR HAT CHANNEL, TYP TRANSITION BELOW, COLD JOINT

DIM. POINT

REFER TO FLOOR PLAN FOR WALL TYPE, TYP

BEAM END RETAINING CLIP PER MANUFACTURER

EXISTING WALL

EPOXY

ALIGN

POCKET REFER TO RCP FOR BRACKET CEILING HEIGHT, TYP

ALIGN

1/4"

5/8" GWB, TYP 3-5/8" MTL. STUD, TYP

POCKET BRACKET

5/8"

1-1/2" CLR

1 1/2"

"C" HANGER CLIP PER EXISTING WALL MANUFACTURER 3-5/8" MTL. STUD, TYP EXISTING WALL BEYOND, TYP 2-1/2" MTL. STUD, TYPREFER TO RCP FOR CEILING HEIGHT, TYP PT-2

5/8" GWB, TYP HANGER WIRE, TYP

"Z" REVEAL

CLR

ALIGN

REFER TO RCP FOR CEILING HEIGHT

ALIGN

REFER TO RCP FOR CEILING HEIGHT

3" = 1'-0"

GWB - SOFFIT AT COLUMN (SECTION DETAIL) 3" = 1'-0"

Mountaintop Campus

GWB - WALL TERMINATION (PLAN DETAIL) 3" = 1'-0"

DATE: SCALE:

Drawings: Revit

STREET - WINDOW JAMB (PLAN DETAIL)

AUGUST 15, 2016 3" = 1'-0"

3" = 1'-0"

PT-8B PT-8B PT-8B 2" X 2" MTL. ANGLE2"POST, X 2" MTL. ANCHORED 2"ANGLE X 2" MTL. POST, ANGLE ANCHORED POST, ANCHORED INTO CONCRETE BASE, INTO TYP CONCRETE INTO CONCRETE BASE, TYP BASE, TYP

GUARDRAIL 42", TYP

GUARDRAIL 42" TYP

HANDRAIL 36" TYP

GUARDRAIL 42" TYP

1/4" THICK PERFORATED 1/4" THICK MTL.PERFORATED 1/4" THICK PERFORATED MTL. PT-8B MTL. PT-8B PT-8B GUARDRAIL PANEL,GUARDRAIL 3/8" ROUND GUARDRAIL PANEL, DIA. ON3/8"PANEL, ROUND3/8" DIA.ROUND ON DIA. ON 9/16" STAGGERED CENTERS, 9/16" STAGGERED 40%OPEN 9/16" STAGGERED CENTERS, 40%OPEN CENTERS, 40%OPEN AREA, 2" BORDER ON AREA, ALL2"SIDES, BORDER AREA, TYP2" ONBORDER ALL SIDES, ON ALL TYPSIDES, TYP

HANDRAIL 36" TYP

GUARDRAIL 42" TYP

GUARDRAIL 42", TYP

HANDRAIL 36", TYP

STEEL HANDRAIL BRACKET, STEEL HANDRAIL STEEL HANDRAIL BRACKET, PT-8B BRACKET, PT-8B PT-8B BOLTED TO MTL. ANGLE BOLTED POSTS TOBOLTED MTL. ANGLE TO MTL. POSTS ANGLE POSTS

2" X 2" MTL. ANGLE2"PO X INTO CONC

2" X 2" MTL. ANGLE2"POST, X 2" MTL. ANCHORED 2"ANGLE X 2" MTL. POST, ANGLE ANCHORED POST, ANCHORED PT-8B PT-8B PT-8B TO CONCRETE BASE, TO TYP CONCRETE TO CONCRETE BASE, TYP BASE, TYP

1/4" THICK PE GUARDRAIL PANEL,GUA 3/8 9/16" STAGGERED CEN 9/16 AREA, 2" BORDER ON AR

PT-8B PT-8B 2" X 2" MTL. ANGLE2"POST, X 2" MTL. 2"ANGLE X 2" MTL. POST, ANGLE POST, PT-8B ANCHORED TO CONCRETE ANCHOREDANCHORED TO CONCRETE TO CONCRETE BASE, TYP BASE, TYP BASE, TYP

TYP

1/4"

12 12

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

1/4"

TYP

1/4"

COMMONS COMMONS - COMMONS HANDRAIL - HANDRAIL /- GUARDRAIL HANDRAIL / GUARDRAIL / GUARDRAIL AT FL-0 AT (SECTION FL-0 AT FL-0 (SECTION DETAIL) (SECTION DETAIL) DETAIL) COMMONS COMMONS - COMMONS TYP HANDRAIL - TYP- HANDRAIL TYP/ GUARDRAIL HANDRAIL / GUARDRAIL / GUARDRAIL AT LANDING AT LANDING AT (SECTION LANDING (SECTION DETAIL) (SECTION DETAIL) DETAIL)

1/4"

TYP

2'-0"

TYP

1'-0"1/4"

TYP

2'-0"

TYP

1'-0"

TYP

1'-0"

2'-0"

TYP

1'-0"

TYP

1/4"

TYP

1'-0"

TYP

1/4"

TYP

1'-0"

TYP

6" 1/2"

1/2"

TYP

1/4"

1/2" 1/4"

STEEL HANDRAIL BR S TO MT

STEEL HANDRAIL, WELDED STEEL HANDRAIL, TOSTEEL MTL. HANDRAIL, WELDED MTL. PT-8B TO MTL. PT-8B PT-8B TOWELDED ANGLE POST ANGLE POST ANGLE POST

STEEL HANDRAIL, TYP STEELPT-8B HANDRAIL, STEEL HANDRAIL, TYP PT-8BTYP PT-8B

PT-8B BRACKET, PT-8B PT-8B STEEL HANDRAIL BRACKET, STEEL HANDRAIL STEEL HANDRAIL BRACKET, BOLTED TO MTL. ANGLE BOLTED POSTS TOBOLTED MTL. ANGLE TO MTL. POSTS ANGLE POSTS

PT-8B PT-8B 1/2" x 3-1/2" STEEL2-1/2" x 3-1/2" 2-1/2" STEEL x 3-1/2" STEEL PT-8B LATE, ANCHOREDPLATE, ANCHORED PLATE, ANCHORED INTO FLOOR INTO FLOOR INTO FLOOR 1/4"

GUARDRAIL 42", TYP

HANDRAIL 36", TYP

2'-0" MIN. 2'-0" MIN.

GUARDRAIL 42", TYP HANDRAIL 36", TYP

PT-8B " X 2" MTL. ANGLE2" PT-8B X 2" MTL.2"ANGLE X 2" MTL. ANGLE PT-8B OST, WELDED TOPOST, WELDED POST, TOWELDED TO EL PLATE BELOW STEEL PLATE STEEL BELOW PLATE BELOW

2-1/2" X 2" MTL. ANGLE, 2-1/2"BOLTED X 2" MTL. 2-1/2" TOANGLE, XPT-8B 2" MTL. BOLTED ANGLE, TOBOLTED PT-8B TO PT-8B MTL. ANGLE POSTS, MTL. TYPANGLEMTL. POSTS, ANGLE TYPPOSTS, TYP

PT-8B 1/4" THICK PERFORATED 1/4" THICK MTL.PERFORATED 1/4" THICK PERFORATED MTL. PT-8BMTL. PT-8B GUARDRAIL PANEL,GUARDRAIL 3/8" ROUND GUARDRAIL PANEL, 3/8"PANEL, ROUND3/8" ROUND DIA. ON 9/16" STAGGERED DIA. ON 9/16" DIA. STAGGERED ON 9/16" STAGGERED CENTERS, 40%OPEN CENTERS, AREA, 2"40%OPEN CENTERS,AREA, 40%OPEN 2" AREA, 2" BORDER ON ALL SIDES, BORDER TYPONBORDER ALL SIDES, ON ALL TYPSIDES, TYP

PT-8B TO PT-8B 2-1/2" X 2" MTL. ANGLE, 2-1/2"BOLTED X 2" MTL. 2-1/2" TOANGLE, XPT-8B 2" MTL. BOLTED ANGLE, TOBOLTED MTL. ANGLE POSTS, MTL. TYPANGLEMTL. POSTS, ANGLE TYPPOSTS, TYP

2'-0" MIN.

2-1/2" x 2" MTL. TO MT

PT-8B 2-1/2" X 2" MTL. ANGLE, 2-1/2"BOLTED X 2" MTL. 2-1/2" ANGLE, X 2" MTL. BOLTED ANGLE,PT-8B BOLTED PT-8B TO MTL. ANGLE POSTS, TO MTL. TYPANGLE TO MTL. POSTS, ANGLE TYPPOSTS, TYP

HANDRAIL 36" TYP

PT-8B BOLTED STEEL HANDRAIL BRACKET, STEEL HANDRAIL BOLTED STEEL BRACKET, HANDRAIL BRACKET,PT-8B BOLTED PT-8B TO MTL. ANGLE TO MTL. POSTS ANGLE POSTS PT-8B 1/4" THICK PERFORATED 1/4" THICK MTL.PERFORATED 1/4" THICK PERFORATED MTL. PT-8BMTL. PT-8BTO MTL. ANGLE POSTS GUARDRAIL PANEL,GUARDRAIL 3/8" ROUND GUARDRAIL PANEL, 3/8"PANEL, ROUND3/8" ROUND STEEL HANDRAIL, TYP STEELPT-8B HANDRAIL, STEEL HANDRAIL, TYP PT-8BTYP PT-8B DIA. ON 9/16" STAGGERED DIA. ON 9/16" DIA. STAGGERED ON 9/16" STAGGERED CENTERS, 40%OPEN CENTERS, AREA, 2"40%OPEN CENTERS,AREA, 40%OPEN 2" AREA, 2" BORDER ON ALL SIDES, BORDER TYPONBORDER ALL SIDES, ON ALL TYPSIDES, TYP

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

COMMONS - COMMONS HANDRAIL - HANDRAIL /- GUARDRAIL HANDRAIL / GUARDRAIL / GUARDRAIL AT FL-1 AT (SECTION FL-1 AT FL-1 (SECTION DETAIL) (SECTION DETAIL) 9 COMMONS 6 DETAIL) 6 6 1 1/2" = 1'-0"1 1/2" =11'-0" 1/2" = 1'-0"

COMM

1/4" 2-1/2" BOLTED X 2" MTL. 2-1/2" TOANGLE, MTL. X 2" MTL. BOLTED ANGLE, TOBOLTED MTL. TO MTL. PT-8B 2-1/2" X 2" MTL. PT-8BANGLE, PT-8B ANGLE POSTS, TYPANGLE POSTS, ANGLE TYPPOSTS, TYP

PT-8B STEEL HANDRAIL, PT-8B TYP PT-8B STEEL HANDRAIL, STEEL HANDRAIL, TYP TYP

PT-8B 2-1/2" MTL. ANGLE ABOVE, 2-1/2" MTL. BOLTED ANGLE 2-1/2" MTL. ABOVE, ANGLE BOLTED ABOVE,PT-8B BOLTED PT-8B TO MTL. ANGLE POSTS, TO MTL. TYPANGLE TO MTL. POSTS, ANGLE TYPPOSTS, TYP

PT-8B STEEL HANDRAIL PT-8B BRACKET, STEEL PT-8B HANDRAIL BOLTED STEEL BRACKET, HANDRAIL TO BOLTED BRACKET, TOBOLTED TO MTL. ANGLE POSTSMTL. ANGLEMTL. POSTS ANGLE POSTS

TYP

1/4" THICKPT-8B PERFORATED 1/4"PT-8B THICK MTL.PERFORATED 1/4" GUARDRAIL THICK PERFORATED PANEL, MTL. GUARDRAIL MTL. GUARDRAIL PANEL, PANEL, 3/8" ROUND DIA. ON3/8" 9/16" ROUND STAGGERED 3/8" DIA.ROUND ON CENTERS, 9/16" DIA. STAGGERED ON 9/16" STAGGERED CENTERS, CENTERS, 40% OPEN AREA, 2"40% BORDER OPEN ON AREA, 40%ALL OPEN 2"SIDES, BORDER AREA, TYP2" ONBORDER ALL SIDES, ON ALL TYPSIDES, TYP

TYP

DIM. POINT REFER TO ELEVATION

HANDRAIL 36"

GUARDRAIL 42"

2-1/2" X 2" MTL. ANGLE 2-1/2"ABOVE, X 2" MTL. 2-1/P BOLTED TO MTL. ANGLE BOLTED POST, TOBOLTED MTL. TYP AN

1/4"

1'-0"

TYP

1/4"

1'-0"

TYP

PT-8B 2-1/2" X 3-1/2" PT-8B PT-8B STEEL 2-1/2" PLATE, X 3-1/2" 2-1/2" STEEL X 3-1/2" PLATE, STEEL PLATE, ANCHORED INTO FLOOR ANCHOREDANCHORED INTO FLOOR INTO FLOOR 1/4"

1'-0"

REFER FO

1/4" THICK PERFORATED 1/4" THICK MTL.PER 1/4P GUARDRAIL PANEL,GUARDRAIL 3/8" ROUND GUARDRAIL PANEL, DIA. ON3/8"P 9/16" STAGGERED CENTERS, 9/16" STAGGERED 40% 9/16"OPEN STAGGE CENT AREA, 2" BORDER ON AREA, ALL2"SIDES, BORDER AREA, TYP2" ONB

TYP

6" TYP

TYP

PT-8B 2" X 2" MTL.PT-8B ANGLE2"POST, XPT-8B 2" MTL. WELDED 2"ANGLE X 2" MTL. POST, ANGLE WELDED POST, WELDED TO STEEL PLATE TO STEEL PLATE TO STEEL PLATE

1'-0"

PT-8B

PT-8B 1/4" THICK PT-8B PERFORATED 1/4"PT-8B THICK MTL.PERFORATED 1/4" GUARDRAIL THICK PERFORATED MTL. GUARDRAIL MTL. GUARDRAIL PANEL, 3/8" ROUNDPANEL, DIA. ON3/8" 9/16" PANEL, ROUND STAGGERED 3/8" DIA.ROUND ON 9/16" DIA. STAGGERED ON 9/16" STAGGERED CENTERS, 40%OPEN CENTERS, AREA, 2"40%OPEN CENTERS, BORDER ON AREA, 40%OPEN ALL2" BORDER AREA, 2" ONBORDER ALL ON ALL SIDES, TYP SIDES, TYPSIDES, TYP HANDRAIL 36"

HANDRAIL 36"

ANGLE2"POST, XPT-8B 2" MTL. ANCHORED 2"ANGLE X 2" MTL. POST, ANGLE ANCHORED POST, ANCHORED PT-8B 2" X 2" MTL.PT-8B INTO CONCRETE BASE, INTO TYP CONCRETE INTO CONCRETE BASE, TYP BASE, TYP

1'-0"

2" X 2" MTL. PT-8B ANGLE2"POST, XPT-8B 2" MTL. ANCHORED 2"ANGLE X 2" MTL. POST, ANGLE ANCHORED POST, ANCHORED INTO CONCRETE BASE, INTO TYP CONCRETE INTO CONCRETE BASE, TYP BASE, TYP

2'-0" MIN. 2'-0" MIN.

GUARDRAIL 42"

2'-0" MIN.

PT-8B 1/4" THICK PT-8B PERFORATED 1/4"PT-8B THICK MTL.PERFORATED 1/4" GUARDRAIL THICK PERFORATED MTL. GUARDRAIL MTL. GUARDRAIL PANEL, 3/8" ROUNDPANEL, DIA. ON3/8" 9/16" PANEL, ROUND3/8" DIA.ROUND ON 9/16" DIA. ON 9/16" STAGGERED CENTERS, STAGGERED 40%OPEN STAGGERED CENTERS, AREA, 40%OPEN CENTERS,AREA, 40%OPEN AREA, 2" BORDER ON ALL2"SIDES, BORDER TYP2" ONBORDER ALL SIDES, ON ALL TYPSIDES, TYP

1'-0"

PT-8B

PT-8B STEEL HANDRAIL, PT-8B TYP PT-8B STEEL HANDRAIL, STEEL HANDRAIL, TYP TYP

DIM. POINT REFER TO ELEVATION

GUARDRAIL 42" TYP

HANDRAIL 36" TYP

GUARDRAIL 42" TYP

HANDRAIL 36" TYP

PT-8B 2-1/2" X 2" MTL. PT-8BANGLE, PT-8B 2-1/2" BOLTED X 2" MTL. 2-1/2" TOANGLE, X 2" MTL. BOLTED ANGLE, TOBOLTED TO MTL. ANGLE POSTS, MTL. TYPANGLEMTL. POSTS, ANGLE TYPPOSTS, TYP

1/2"

Renderings: COMMONS COMMONS - COMMONS TYP HANDRAIL - TYP- HANDRAIL TYP/ GUARDRAIL HANDRAIL / GUARDRAIL / GUARDRAIL (SECTION (SECTION DETIAL) (SECTION DETIAL) COMMONS -COMMONS HANDRAIL - HANDRAIL /- GUARDRAIL HANDRAIL / GUARDRAIL / GUARDRAIL AT FL-0 AT (SECTION FL-0 AT FL-0 (SECTION DETAIL) (SECTION DETAIL) Revit | Photoshop 11DETIAL) 11 11COMMONS 8 DETAIL) 8 8 1 1/2" = 1'-0"1 1/2" =11'-0" 1/2" = 1'-0" 1 1/2" = 1'-0"1 1/2" =11'-0" 1/2" = 1'-0"

ENLARGED ENLARGED PLAN ENLARGED - FIRST PLANPLAN FLOOR - FIRST - FIRST MIXING FLOOR FLOOR MIXING BOX MIXING - Callout BOX BOX -1Callout - Callout 1 1

3" = 1'-0"

3" = 1'-0" 3" = 1'-0"

PT-8B BRACKET, PT-8B PT-8B STEEL PLATE HANDRAIL BRACKET, STEEL PLATE HANDRAIL STEELBRACKET, PLATE HANDRAIL BOLTED TO MTL. ANGLE BOLTED POSTS TOBOLTED MTL. ANGLE POSTS TO MTL. ANGLE POSTS

STEELPT-8B HANDRAIL, TYP PT-8BTYP PT-8B STEEL HANDRAIL, TYP STEEL HANDRAIL,

PT-8B 1/4" THICK MTL. GUARDRAIL PANEL, PT-8B 1/4" THICK PERFORATED MTL.PERFORATED GUARDRAIL PANEL, 1/4" THICK PERFORATED MTL. GUARDRAIL PANEL, PT-8B ROUND DIA.ROUND ON CENTERS, 9/16" STAGGERED CENTERS, 40% 3/8" ROUND DIA. ON3/8" 9/16" STAGGERED 3/8" DIA. ON 40% 9/16" STAGGERED CENTERS, 40% OPEN ON AREA, 2"SIDES, BORDER ONBORDER ALL SIDES, TYPSIDES, TYP OPEN AREA, 2" BORDER ALL TYP2" OPEN AREA, ON ALL

1/4"PT-8B THICK MTL. GUARDRAIL PANEL, PERFORATED MTL.PERFORATED 1/4" GUARDRAIL THICK PERFORATED PANEL, MTL. GUARDRAIL PANEL, PT-8B 1/4" THICK PT-8B ROUND DIA.ROUND ON CENTERS, 9/16" STAGGERED CENTERS, CENTERS, 3/8" ROUND DIA. ON3/8" 9/16" STAGGERED 3/8" DIA. ON 9/16" STAGGERED 40% OPEN AREA, 2"40% BORDER 40%ALL OPEN AREA, TYP2" ON ALL OPEN ON AREA, 2"SIDES, BORDER ONBORDER ALL SIDES, TYPSIDES, TYP 1/4"

1/4"

PT-8B PT-8B HANDRAIL PT-8B 1/4" STEEL HANDRAIL STEEL STEEL HANDRAIL

1/4"

10:59:52 AM

2'-0"

1/4" THICK PERFORATED 1/4" THICK MTL.PE 1/G 3/8" ROUND DIA. ON3/8" 9/16" ROUND STAG3 40% OPEN AREA, 2"40% BORDER OPEN O

2-1/2" X 2" M BOLTED TO MTL.

STAIR TREAD BELOW

2" X 2" MTL. ANGLE2 TO CON STAIR TREAD BELOW

1 1/2"

1 1/2" MIN.

1 1/2"

1 1/2" MIN.

1 1/2"

1 1/2" MIN.

1 1/2"

1 1/2" MIN.

1 1/2" MIN. STAIR TREAD BELOW

STAIR TREAD BELOW

DIM. POINT REFER TO ELEVATION

STAIR TREAD BELOW

1 1/2"

1 1/2" MIN.

1 1/2" MIN. 1 1/2"

1 1/2" STAIR TREAD BELOW

PT-8B END PT-8B STEEL HANDRAIL STEEL HANDRAIL WELDED END TOWELDED TO STEEL HANDRAIL WELDED TO END X 2" MTL.2"ANGLE X 2" MTL. POST ANGLE POST 2" X 2" MTL. ANGLE2"POST

1 1/2" MIN.

1 1/2" PT-8B

STAIR TREAD BELOW

1/4"PT-8B THICK 1/4" THICK PERFORATED MTL. GUARDRAIL MTL. GUARDRAIL PANEL, PANEL, 1/4" THICKPT-8B PERFORATED MTL.PERFORATED GUARDRAIL PANEL, ROUND 3/8" DIA.ROUND ON CENTERS, 9/16" DIA. STAGGERED ON 40% 9/16" STAGGERED CENTERS, 40% CENTERS, 40% 3/8" ROUND DIA. ON3/8" 9/16" STAGGERED OPEN ON AREA, OPEN 2"SIDES, BORDER AREA, ONBORDER ALL SIDES, ON ALL TYPSIDES, TYP OPEN AREA, 2" BORDER ALL TYP2"

2'-0" CL

STAIR TREAD BELOW

PT-8B

1/4"

PT-8BANGLE PT-8B 2-1/2" x 2" MTL. 2-1/2" ANGLE x 2" MTL. ABOVE, ANGLE BOLTED ABOVE, BOLTED 2-1/2" x 2" MTL. ABOVE, BOLTED TO MTL. TO MTL. POSTS, ANGLE TYPPOSTS, TYP TO MTL. ANGLE POSTS, TYPANGLE

PT-8B 2-1/2" x 2" MTL. ANGLE ABOVE, 2-1/2" x 2" MTL. ANGLE ABOVE, 2-1/2" x 2" MTL. ANGLEPT-8B ABOVE, PT-8B BOLTED TOBOLTED MTL. POSTS, TYPPOSTS, TYP BOLTED TO MTL. ANGLE POSTS, TYPANGLE TO MTL. ANGLE

ANGLE2"POST, ANCHORED 2"ANGLE X 2" MTL. ANGLE POST, ANCHORED XPT-8B 2" MTL. POST, ANCHORED PT-8B 2" X 2" MTL.PT-8B INTO CONCRETE BASE, INTO CONCRETE INTO TYP CONCRETE BASE, TYP BASE, TYP

1/4"

PT-8B

STEEL PLATE HANDRAIL STEEL PLATE HANDRAIL BRACKET, STEELBRACKET, PLATE HANDRAIL PT-8B BRACKET, PT-8B PT-8B BOLTED TO MTL. ANGLE POSTS TO MTL. ANGLE POSTS BOLTED TOBOLTED MTL. ANGLE POSTS

DIM. POINT REFER TO ELEVATION

PT-8B PT-8B x 3-1/2" 2-1/2" STEEL x 3-1/2" PLATE, STEEL ANCHORED PLATE, ANCHORED 2-1/2" x 3-1/2" STEEL2-1/2" PLATE, ANCHORED INTO FLOOR INTO FLOOR INTO FLOOR

1/4"

PT-8B

DIM. POINT REFER TO ELEVATION

xPT-8B 2" MTL. 2" ANGLE x 2"TO MTL. POST, ANGLE WELDED POST, TOWELDED TO 2" x 2" MTL.PT-8B ANGLE 2" POST, WELDED STEEL FLOOR STEEL PLATE FLOOR PLATE STEEL FLOOR PLATE

DIM. POINT REFER TO ELEVATION

PT-8B

PT-8B PT-8B PT-8B x 2" MTL. ANGLE POST, ANCHORED 2" x 2" MTL. ANGLE POST, ANCHORED 2" x 2" MTL. ANGLE 2" POST, ANCHORED INTO TYP CONCRETE BASE, TYP BASE, TYP INTO CONCRETE INTO CONCRETE BASE,

2-1/2" X 2" MTL. ANGLE 2-1/2" BOLTED X 2" MTL. ANGLE ABOVE,PT-8B BOLTED PT-8B 2-1/2"ABOVE, X 2" MTL. ANGLE ABOVE, BOLTED PT-8B TO MTL. ANGLE POSTS, TYPANGLE TO MTL. ANGLE TO MTL. POSTS, TYPPOSTS, TYP

1'-0"

1'-0" CL

STEEL HANDRAIL, TYP PT-8B 1/4" TYP

DIM. POINT REFER TO ELEVATION 2" X 2" MTL. ANGLE POST, WELDED PT-8B TO STRINGER, TYPREFER TO ELEVATION

2 1/2"

FOR GLASS TYPE, TYP

1 1/2" MIN.

2-1/2" X 2" MTL. ANGLE ABOVE, PT-8B

RS-1 STAIR TREAD BELOW

MTL. GUARDRAIL N 9/16" % OPEN AREA, TYP '-0"

7" TREAD & RISER, TYP

STEEL PLATE HANDRAIL BRACKET BOLTED TO 1/4" THICK PERFORATED MTL. GUARDRAIL PANEL, POSTS 3/8" ROUND DIA. ON 9/16" STAGGERED CENTERS, 40%THICK OPEN PERFORATED AREA, 2" BORDER ALL SIDES,PANEL, TYP 1/4" MTL.ON GUARDRAIL

PT-8B

3/8" ROUND DIA. ON 9/16" STAGGERED CENTERS, 1-1/2"OPEN DIA. STEEL 40% AREA, HANDRAIL, 2" BORDERTYP ON ALL SIDES, TYP

PT-8B

1-1/2" DIA. STEEL HANDRAIL, TYP

= 1'-0"SPRINKLER ROUTING PT-8B 3" EXPOSED ALONG STRINGER, REFER TO FIRE PROTECTION DWGS

1 1/2"

STAIR - TYP HANDRAIL / GUARDRAIL (SECTION DETAIL) 8 3" = 1'-0" Revit STAIR - TYP HANDRAIL / GUARDRAIL (SECTION Drawings: DETAIL)

PANEL, 3/8" ROUND DIA. ON 9/16" STAGGERED CENTERS, 40% OPEN AREA, 2" BORDER ON ALL SIDES, TYPANGLE ABOVE, TYP PT-8B 2-1/2" X 2" MTL.

1/4 "

1/4" THICK PERFORATED MTL. GUARDRAIL PT-8B PANEL, 3/8" ROUND DIA. ON 9/16" STAGGERED CENTERS, 40% OPEN AREA, 2" BORDER ON ALL SIDES, TYP

1' - 0 1/2" 1' - 0 1/2"

1' - 0 1/2"

1 1/2" MIN.

1 1/2" 1 1/2" MIN.

1 1/2"

1/4"

1' - 0 1/2"

STAIR TREAD BELOW, TYP

STEEL HANDRAIL, TYP PT-8B

1/4 "

3" = 1'-0"

11"

1/4"

STAIR - HANDRAIL / GUARDRAIL END AT WALL (PLAN DETAIL) 11"

1'-0" 11"

3" = 1'-0"

11"

1/4 "

1 1/2" = 1'-0"

WALL-MOUNTED HANDRAIL PT-8B BRACKET 1/4" THICK PERFORATED MTL. GUARDRAIL PT-8B PANEL, 3/8" ROUND DIA. ON 9/16" STAGGERED REFER TO FLOOR PLAN STEEL PLATE HANDRAIL BRACKET CENTERS, 40% OPEN 2" BORDER ON PT-8B FOR WALL TYPE,AREA, TYPMTL. 1/4" THICK PERFORATED GUARDRAIL BOLTED TO POSTS ALLSTAGGERED SIDES, TYP PT-8B PANEL, 3/8" ROUND DIA. ON 9/16" 2" X 2"40% MTL. ANGLE POST, WELDEDON TO PT-8B CENTERS, OPEN AREA, 2" BORDER STRINGER ALL SIDES, TYP PT-8B 2" XSTOREFRONT 3"XMTL. ANGLE POST,POST, WELDED MULLION BEYOND 2"ANGLE MTL. ANGLE WELDED PT-8B 2" X 2"2" MTL. POST, TO PT-8BTO TOWELDED STRINGER STRINGER, TYP STRINGER REFER TO FINISH PLAN FOR FLOOR TYPE STOREFRONT MULLION BEYOND PT-8B CONT. STEEL CHANNEL STRINGER BELOW, 1/4" THICK PERFORATED MTL. GUARDRAIL PT-8B REFER TO STRUCTURAL DWGS,TYPE TYP REFER TO FINISH PLAN FOR FLOOR

1/4"

ED TO STEEL

PT-8B PT-8B

PT-8B CONT. STEEL CHANNEL STRINGER, REFER TO STRUCTURAL DWGS, TYP

STAIR - TYP STAIR DETAIL (SECTION DETAIL)

DIM. POINT REFER TO ELEVATION

STAIR - TYP HANDRAIL / GUARDRAIL AT TURN (PLAN DETAIL)

AUGUST 15, 2016 As indicated SCALE: PT-8B BENT STEEL PLATE SUBSTRATE, EXPOSED SPRINKLER, REFER TO FIRE 2-1/2" X 2" MTL. ANGLE ABOVE, PT-8B TREAD & RISER, TYP EYP PROJECT NO.: 1012131.04 PROTECTION DWGS BOLTED TO MTL. ANGLE POSTS, TYP EXPOSED SPRINKLER, TO FIRE CONT. STEEL CHANNELREFER STRINGER, PT-8B CLIENT PROJECT NO.: PT-8B CONT. STEEL CHANNEL STRINGER BEYOND PROTECTION DWGS 1/4" THICK PERFORATED MTL. PT-8B REGER TO STRUCTURAL DWGS, REFER TO RCP FOR CEILING EP DESIGNED BY: GUARDRAIL PANEL, 3/8" ROUND DIA. ON TYP HEIGHT & TYPE CONT. STEEL CHANNEL STRINGER, PT-8B 2" 1 1/2" 1 1/2" 9/16" STAGGERED CENTERS, 40% OPEN EXPOSED SPRINKLER ROUTING ALONGREGER TO STRUCTURALDRAWN Lehigh University PT-8BRCP DWGS, BY: CE, ER, MM REFER CEILING 1-1/2"TO X 1-1/2" MTL. ANGLE CORNER BEAD AREA, 2"FOR BORDER ON ALL SIDES, TYPPROTECTION STRINGER, REFER TO FIRE DWGS TYP 1 1/2" MIN. 1 1/2" MIN. & TYPE AH 113 Research HEIGHT Drive CHECKED BY:

Mountaintop Campus Building C 2017 Renovation

3" = 1'-0"

2" X 2" MTL. ANGLE POST, EXPOSED SPRINKLER, REFER WELDED TO STRINGER, TYP TO FIRE PROTECTION DWGS

STAIR 1-1/2" X 1-1/2" MTL. ANGLE CORNER BEAD- STRINGER END AT FL-3 (SECTION DETAIL) CONT. STEEL CHANNEL STRINGER, REFER TO PT-8BPA Bethlehem, 18015 3" = 1'-0" STRUCTURAL DWGS, TYP STAIR - STRINGER END AT FL-3 (SECTION DETAIL) EXPOSED SPRINKLER, REFER TO FIRE PROTECTION DWGS

3/8" ROUND DIA. ON 9/16" CENTERS, 2"STAGGERED X 2" MTL. ANGLE POST, 40% OPEN AREA, 2" WELDED BORDER TO ON STRINGER, ALL SIDES, TYP TYP

EXPOSED SPRINKLER, REFER FIRECHANNEL PROTECTION DWGS CONT. TO STEEL STRINGER, REFER TO STRUCTURAL DWGS, TYP

1/4" THICK PERFORATED MTL. GUARDRAIL PANEL, 3/8" ROUND DIA. ON 9/16" STAGGERED CENTERS, 40% OPEN AREA, 2" BORDER ON ALL SIDES, TYP 1/4" THICK PERFORATED MTL. GUARDRAIL PANEL,

STEEL PLATE HANDRAIL BRACKET PT-8B 1" REVEAL BOLTED TO POSTS, TYP ALIGN EXPOSED SPRINKLER ROUTING PT-8B 1" REVEAL ALONG STRINGER, REFER TO DIM. POINT PROTECTION DWGS REFER TO ELEVATION FIRE EXPOSED SPRINKLER ROUTING PT-8B ALONG STRINGER, REFER TO 5/8" GWB, TYP 2" X 2" MTL. ANGLE POST, WELDED PT-8B FIRE PROTECTION DWGS TO STRINGER, TYP 3-5/8" MTL. STUD @ 16" O.C., TYP 5/8" GWB, TYP 2 1/2" BENT STEEL PLATE SUBSTRATE, CONT. STEEL CHANNEL STRINGER BELOW, PT-8B PT-8B 3-5/8" MTL. STUD @ 16" O.C., TYP DATE: TREAD & RISER, TYP REFER TO STRUCTURAL DWGS, TYP

ALIGN

1/4" TYP

STEEL HANDRAIL, TYP PT-8B

'-0"

2" X 2" MTL. ANGLE POST, WELDED TO STEEL PLATE HANDRAIL BRACKET BOLTED TO STRINGER, TYP POSTS

EXPOSED SPRINKLER, REFER TO FIRE PROTECTION DWGS

1/4"

LDED TO

IL)

2-1/2" 2" MTL. ANGLE, BOLTED TO TO MTL. 2" X 2"XMTL. ANGLE POST, WELDED ANGLE POST, TYP STRINGER, TYP

PT-8B PT-8B

PT-8B 2" X 2" MTL. ANGLE POST, WELDED TO STRINGER

1 1/2" MIN.

2 1/2"

OVE, OSTS, TYP

'-0"

PT-8B PT-8B

REFER TO FLOOR PLAN FOR WALL TYPE, TYP STEEL HANDRAIL PT-8B

IL)

2-1/2" X 2" MTL. ANGLE, BOLTED TO MTL. ANGLE POST, TYP

PT-8B

PT-8B 1/4" THICK PERFORATED MTL. GUARDRAIL PANEL, 3/8" ROUND DIA. ON 9/16" STAGGERED CENTERS, 40% OPEN AREA, 2" BORDER ON ALL SIDES, TYP

STAIR - TYP HANDRAIL / GUARDRAIL AT JOINT (PLAN DETAIL) PT-8B BENT STEEL PLATE SUBSTRATE,

NSION ELDED

2 1/2"

CONT. STEEL CHANNEL PT-8B STRINGER BELOW, REFER TO STRUCTURAL DWGS, TYP

IL)

1 1/2"

1 1/2" MIN.

PT-8B

1/4"

REFER TO ENLARGED STAIR PLAN

TRINGER TURAL

PT-8B STEEL PLATE HANDRAIL BRACKET BOLTED TO POSTS

ALIGN

WELDED TO STRINGER, TYP

HANDRAIL 36", TYP

2 1/2"

1/4" THICK PERFORATED MTL. PT-8B GUARDRAIL PANEL, 3/8" ROUND DIA. ON 1 1/2" 9/16" STAGGERED CENTERS, 40% OPEN AREA, 2" BORDER ON ALL SIDES, TYP2" X 2" MTL. ANGLE POST, PT-8B 1 1/2" MIN.

PT-8B EXPOSED BOLTS, TYP

1 1/2"

GUARDRAIL 42"

1 1/2" PT-8B BOLTED TO MTL. ANGLE POSTS, TYPSTEEL HANDRAIL, TYP

PT-8B 2-1/2" X 2" MTL. ANLGE BOLTED TO MTL. ANGLE POST, TYP

2 1/2"

CONT. STEEL CHANNEL STRINGER BELOW, PT-8B REFER TO STRUCTURAL DWGS, TYP

DIM. POINT REFER TO ELEVATION DIM. POINT DIM. POINT REFERREFER TO ELEVATION TO ELEVATION

STEEL PLATE HANDRAIL BRACKET PT-8B BOLTED TO POSTS, TYP

3" = 1'-0"

PT-8B PT-8B

PT-8B

CONT. STEEL CHANNEL STRINGER, REFER TO STRUCTURAL DWGS, TYP BENT STEEL PLATE SUBTRATE, TREAD & RISER, TYP

PT-8B PT-8B

BENT STEEL PLATE SUBTRATE, EXPOSED SPRINKLER ROUTING TREAD & RISER, TYP ALONG STRINGER, REFER TO FIRE PROTECTION DWGS EXPOSED SPRINKLER ROUTING

PT-8B PT-8B

ALONG STRINGER, REFER TO FIRE PROTECTION DWGS

10 10

PT-8B PT-8B

11"

BEN

BEN CONT. S REFER TO

PT-8B

CONT. S REFER TO

STAIR - TYP TREAD / RISER DETAIL (SECTION DETAIL) 3" = 1'-0" STAIR - TYP TREAD / RISER DETAIL (SECTION DETAIL) PT-8B

3" = 1'-0" 1/4" THICK PERFORATED MTL.

7 7

GUARDRAIL PANEL, 3/8" ROUND DIA. ON

Renderings: Revit | Photoshop

EXISTING WIDE FLANGE BEAM BEYOND

EXISTING MTL. WIDEROOF DECK FLANGE BEAM BEYOND

5/8" GWB

REFER TO RCP FOR CEILING HEIGHT & TYPE, TYP

TYP

MIXING BOX - RATED WALL (SECTION DETAIL) 1-1/2" X 1-1/2" 1 MTL. 1/2"ANGLE = 1'-0"

LOCKER AT RATED CORNER (PLAN DETAIL) 1" "Z" REVEAL PER ALIGN MANUFACTURER

REFER TO FLOOR PLAN FOR WALL TYPE, TYP

TRUSS BEYOND

MIXING BOX - PROFILE AT HEAD (SECTION DETAIL) 1 1/2" = 1'-0"

MIXING BOX - RATED WALL (SECTION DETAIL)

1 1/2" = 1'-0"

1" DIA. SS FLOOR RAIL PIPE

1 1/2" = 1'-0"

1" DIA. SS FLOOR RAIL PIPE

13 A655 - 3 3/4" 2'

REFER TO FINISH PLAN FOR FLOOR TYPE, TYP

TYP

5 3/8" TYP

REFER TO RCP FOR CEILING HEIGHT & TYPE, TYP

1 1/2" = 1'-0"

WALL BEYOND TRUSS BEYOND

1 1'-0" A655

DOUBLE-SIDED BUTYL TAPE, TYP HANGER WIRE

WALL BEYOND 2 TRUSSA655 BEYOND

1 1/2" = 1'-0"

HANGER WIRE SPRINKLER HEAD, REFER TO DOUBLE-SIDED BUTYL TAPE, TYP FIRE PROTECTION DWGS, TYP

3-5/8" MTL. STUD 3 1/2" CLEAR

1 A655

1'-0"

REFER TO FINISH PLAN FOR FLOOR TYPE

2'-4"

2 A655

1 A655

HANGER WIRE, TYP REFER TO RCP FOR CEILING HEIGHT & TYPE 4 A655

REFER TO RCP FOR CEILING HEIGHT & TYPE, TYP MOTORIZED ROLLER SHADE POCKET BRACKET, COORD. WITH ELECTRICAL DRIVE CHAIN REFER TO RCP FOR CEILING HEIGHT & TYPE, TYP

7/16"

DRIVE CHAIN

MIXING BOX - TRANSITION (SECTION DETAIL) 4"

2-1/2"-X PROFILE 2-1/2" TUBE STEEL, REFER MIXING BOX AT SILL (SECTION DETAIL)

MOTORIZED ROLLER SHADE POCKET BRACKET, COORD. WITH ELECTRICAL SPRINKLER HEAD, REFER TO FIRE PROTECTION DWGS, TYP

3-5/8" MTL. STUD 3 1/2" CLEAR

2-1/2" X 2-1/2" TUBE STEEL, REFER TO STRUCTURAL DWGS, TYP

REFER TO RCP FOR CEILING HEIGHT & TYPE

1/8" /8"

3 1/2" CLEAR

7/16"

COLUMN BEYOND HANGER WIRE, TYP

SPRINKLER REFER TOPOCKET MOTORIZEDHEAD, ROLLER SHADE FIRE PROTECTION TYP BRACKET, COORD. DWGS, WITH ELECTRICAL HANGER WIRE

3-5/8" MTL. STUD 7/16" 1/4"

1 1/2" = 1'-0"

MIXING BOX - PROFILE (PLAN DETAIL) 1 1/2" = 1'-0"

1 1/2" = 1'-0"

1" HAT CHANNEL @ 16" O.C.

2 WALL A655 BEYOND

MIXING BOX - PROFILE (PLAN DETAIL)

ACP-1 TYP

TRUSS BEYOND

1/8" PER 1' SLOPE

2'-1 3/4" 7 1/8" 5 3/8"

1/4"

2'-1 3/4"

REFER TO RCP FOR CEILING HEIGHT & TYPE, TYP

REFER TO FINISH PLAN FOR FLOOR TYPE

2'-4" 1/8" PER 1' SLOPE

2'-1 3/4" 7 1/8" 5 3/8"

FOR FLOOR TYPE

DOUBLE-SIDED BUTYL TAPE, TYP ACP-1 TYP

1" HAT CHANNEL @ 16" O.C.

TO FINISH PLAN MIXINGREFER BOX - TRANSITION (SECTION DETAIL)

2'-4"

ACP-1 TYP 1" HAT CHANNEL @ 16" O.C.

MIXING BOX - TRANSITION (SECTION DETAIL) 2'-4"

14 A655

2'-4"

3 3

5 3/8"

A653 MIXING BOX - TRANSITION (SECTION DETAIL)

2' - 1 3/4"

REFER TO RCP FOR CEILING HEIGHT & TYPE, TYP

2' - 1 3/4"

2'-4" 5 A654

13 A655 1' - 0"

14 A655

3-5/8" MTL. STUD @ 16" O.C., TYP

13 A655 2' 1'- 3- 0" 3/4"

14 A655

7/16" 6 A653

1/4"

6 A653

5 A654

1/8" PER 1' SLOPE

1/4"2' - 3 3/4" 1/4"

REFER TO FINISH PLAN FOR FLOOR TYPE, TYP

1/4"

7/16"

TRUSS BEYOND

3-5/8"5MTL. STUD @A654 16" O.C., TYP WIDE FLANGE CONNECTION TO TRUSS

1" DIA. SS FLOOR RAIL PIPE 11 A655

3-5/8" MTL. STUD WIDE FLANGE @ 16"TO O.C., TYP CONNECTION TRUSS

1'-0"

1 1/2" = 1'-0"

1/4"

WALL BEYOND

7/16"

1'-0"

LOCKER AT RATED CORNER (PLAN DETAIL) 10 A655

REFER TO FINISH PLAN FOR FLOOR TYPE, TYP

1 1/2" = 1'-0"

1/4"

ALIGN

11 A655

MIXING BOX - PROFILE AT HEAD (SECTION DETAIL)

WIDE FLANGE CONNECTION TRUSS TRUSSTOBEYOND 2'-4"

1'-0"

1" "Z" REVEAL PER MANUFACTURER REFER TO FLOOR PLAN FOR WALL TYPE, TYP

1 1/2" = 1'-0"

1'-0"

LOCKER AT RATED CORNER (PLAN DETAIL)

WALL BEYOND

2'-4" TRUSS BEYOND

1'-0"

MIXING BOX - RATED WALL (SECTION DETAIL)

2' - 1 3/4"

1'-0"

11 A655

WALL BEYOND WALL BEYOND

2'-4"

5 3/8"

1'-0"

1 1/2" = 1'-0"

1/4"

1 1/2" = 1'-0"

1/4"

REFER TO RCP FOR CEILING HEIGHT & TYPE, TYP

1/4"

MIXING BOX - PROFILE AT HEAD (SECTION DETAIL)

1/4"

6 A653

2'-4"

ALIGN

1' - 0"

1'-0"

1" "Z" REVEAL PER MANUFACTURER REFER TO FLOOR PLAN FOR WALL TYPE, TYP

1/4" 3' - 10"

WALL BEYOND

1-1/2" X 1-1/2" MTL. ANGLE

3 A655

3' - 10"

TRUSS BEYOND

1' - 6"

6 A653

WALL BEYOND

2'-4"

15 A655

1' - 6"

1'-0"

1-1/2" X 1-1/2" MTL. ANGLE TYP

3' - 10"

REFER TO RCP FOR CEILING HEIGHT & TYPE, TYP 3 A655 TRUSS BEYOND

EXISTING WIDE FLANGE BEAM BEYOND 1' - 6"1' - 6"

2'-4"

TYP

10 A655

1'-0"

6 A653

10 A655

15 A655

1' - 6"

3-5/8" MTL. STUD @ 16" O.C., TYP 3 A655

6 3:39:11 PM

1' - 6"

EXISTING ROOF 5/8" GWB

15 A655

2'-1 3/4"

8 A655

3-5/8" MTL. STUD @ 16" O.C., TYP

Drawings: Revit

TERMINATE MDF

2'-1 3/4" 7 1/8" 5 3/8"

EXISTING 5/8" GWB MTL. ROOF DECK 5 A655

COTTON ANNEX

GSA COTTON ANNEX RESIDENCES HIGH RISE ADDITION AND RENOVATION WASHINGTON, DC

Felt Tip Pen | Calligraphy Marker

Revit | Photoshop (Out-sourced Rendering)

2 BEDROOM 950 SF

1 BEDROOM 795 SF

1 BEDROOM 790 SF

1 BEDROOM 933 SF

3 BEDROOM 1566 SF

SHAFT 50 SF 3 BEDROOM 1374 SF 872456

872456

0' - 8"

TRASH CHUTE 51 SF JR 1 BEDROOM 455 SF

STAIR 174 SF

? ?

ELEC 47 SF

872456

872456 90 6 8 4 9 90 75 7 2-I E

406402-IE

JR 1 BEDROOM 455 SF

1 BEDROOM 586 SF

90 6 8 4 9 90 75 7 2-I E

40 64 2 6-I E

1 BEDROOM 667 SF

1 BEDROOM 587 SF

1 BEDROOM 705 SF

JR 1 BEDROOM 441 SF

1 BEDROOM 712 SF

2 BEDROOM 926 SF

2 BEDROOM 1068 SF

TYPICAL 2 BEDROOM 751 SF

4" STAND SPACE, 2 INSULATI WATER B GLASSMA GAGE CO METAL W INSULATI VAPOR R GYPSUM

MECH 236 SF

TRASH CHUTE 117 SF

ELEC 90 SF

2 BEDROOM 938 SF

10' - 0"

FLOOR TO CEILING THERMALLY BROKEN WINDOW WALL SYSTEM WITH 1" HIGH PERFORMANCE LOW-E-GLASS. PROVIDE FORMED ALUMINUM SLAB EDGE COVER WITH 2 1/2" OF MINERAL WOOL INSULATION AT ALL SLAB EDGES.

STAIR 176 SF

2 BEDROOM 975 SF

10' - 0"

TYPICAL WINDOW WALL SYSTEM

1 BEDROOM 705 SF

JR 1 BEDROOM 455 SF

1 BEDROOM 586 SF

23' - 0"

1 BEDROOM 592 SF

23' - 0"

1 BEDROOM 661 SF

1 BEDROOM 590 SF

23' - 0"

1 BEDROOM 661 SF

46' - 0"

2 BEDROOM 999 SF

2 BEDROOM 1061 SF

1 BEDROOM 661 SF

Drawings: Revit

40 64 2 6-I E

406402-IE 90 75 7 2-I E

90 6 8 4 9

90 6 8 4 9 418

418

406402-IE 90 75 7 2-I E

79 8 1-I P

TYPICAL 42"

42"

GALVANIZ BOLTED T INVERTED THE ANG WALL FLA CAVITY D VENTS, S SEALANT PIECE AN

872456

872456 872456 872456

90 6 8 4 9 90 75 7 2-I E

406402-IE 40 64 2 6-I E

WALL SECTION 3/4" = 1'-0"

WALL SECTION

1'-0" | V-Ray | Illustrator Diagram: 3/4" Revit=| Rhino WALL SECTIONS

Revit | Photoshop (Out-sourced Rendering)

0' - 8"

872456 872456

90 6 8 4 9 90 75 7 2-I E

406402-IE 40 64 2 6-I E

YSTEM TYPICAL MASONRY VENEER

MALLY

10' - 0"

LASS. NUM

ROOF TRELLIS ABOVE

4" STANDARD MODULAR BRICK, 1 7/8" AIR SPACE, 2 1/2" MINERAL FIBER INSULATION, FLUID APPLIED AIR AND WATER BARRIER SYSTEM, 5/8" GLASSMAT GYPSUM SHEATHING, 6" 16 GAGE COLD FORMED METAL FRAMING METAL WITH DEFLECTION TRACK, 6" BATT INSULATION, VAPOR RETARDER, 5/8" PAINTED GYPSUM BOARD.

40 64 2 6-I E

406402-IE 90 75 7 2-I E

418

90 6 8 4 9

79 8 1-I P

STAIR

TYPICAL SHELF ANGLE DETAIL 42"

GALVANIZED 7"x3 1/2"x3/8" STEEL ANGLE BOLTED TO WEDGE INSERTS WITH INVERTED LINTEL BRICK BELOW THE ANGLE. SELF-ADHERING THROUGH WALL FLASHING TO 6" ABOVE 10" HIGH CAVITY DRAINAGE MATERIAL, WEEP VENTS, STAINLESS STEEL TOE PIECE, SEALANT AND BACKER BETWEEN TOE PIECE AND LINTEL BRICK BELOW.

HOT TUB

872456

GRILL FIRE PIT

872456

90 6 8 4 9 90 75 7 2-I E

406402-IE 40 64 2 6-I E

Wall Section: Revit 2

WALL SECTION 3/4" = 1'-0"

Plans: Revit | Photoshop

HISCOCK &

Revit | 3DS Max | V-Ray | Photoshop

BARCLAY

HISCOCK & BARCLAY CENTER COR DEVELOPEMENT COMPANY INNER HARBOR | SYRACUSE, NY

Elevations: Revit | 3DS Max | V-Ray | Photoshop

Renderings: Revit | 3DS Max | V-Ray | Photoshop

EMILY RUOPP

egruopp@gmail.com egruopp.wix.com/portfolio https://issuu.com/egruopp

180 Nassau, Apt 6C Brooklyn, NY 11201 609.954.8470