Drawings_Part_1.pdf

FUTURE

TENANT PROJECT

SCOPE

E

LEVATO

R S

N O

R T

H

Building Key Plan - Stokes 13th Floor not to scale

PROJECT

SCOPE

N O

R T

H

Roof Key Plan - Stokes Roof Plan not to scale

ARCHITECTURAL

INTERIOR DESIGN

GENERAL

A0-00 Reference Information

A0-01 Partition Types

A1-01 Partial 13th Floor Demolition Plan

A2-01 Partial 13th Flr. Plan

A2-02 Enlarged Plans

A3-01 Partial 13th Flr. Reflected Ceiling Plan

A3-02 Ceiling Details

A3-03 Ceiling Details

A4-01 Interior Elevations

A4-02 Interior Elevations

A5-01 Interior Sections & Details

A5-02 Interior Sections & Details

A5-03 Interior Sections & Details

A6-01 Door Schedule, Types & Details

A8-01 Partial Roof Plan

ID-01 Finish Plan, Legend & Schedule

TS-1 Title Sheet

SHEET OF

DISCIPLINE

DRAWING NO.

DRAWN BY

DATE

PCN NO.

GSA PM

PROJ. DESC.

BLDG NO.

CITY/ST./ZIP

STREET

BLDG NAME

MARK

FLOOR NO.

DATE

DESCRIPTION

REVISION

TITLE

GENERAL SERVICES ADMINISTRATION

SHEET DESIGNATOR

SHEET SIZE

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N T

R A

C T

O R

S

CONSTR. CON.

A/E TASK NO.

CONS. WORK

CONTRACTOR INFO

GREAT LAKES REGION 5

PROPERTY OF THE

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

PREPARED BY:

ARCHITECT

p:

f:

contact:

MEP ENGINEER

p:

contact:

GENERAL SERVICES ADMINISTRATION

GREAT LAKES REGION

REGION 5

280 SOUTH DEARBORN STREET

CHICAGO, ILLINOIS 60604

PREPARED FOR:

LOCATION PLAN:DRAWINGS:

GENERAL NOTES:

contact:

GSA Project Manager, PM:

John Bolovan

GSA Contracting Officer, CO :

Marilyn Roldan

GSA Contracting Officer Representative, COR:

Elbert R. Regacho

GSA Facility Manager, FM:

Karen Weaver

NWS Contact Persons:

Benjamin Dunford Gary Garnet

GOVERNMENT TEAM MEMBERS

STRUCTURAL ENGINEER

Barber & Hoffman 2217 E 9th Suite 350

Cleveland, OH 44115 p: 216- 875-0100 contact: Brad Boomer

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT.

COPYING, DISSEMINATION, OR DISTRIBUTION OF THIS DOCUMENT

TO UNAUTHORIZED PERSONS IS PROHIBITED.

Do not remove this notice.

Properly destroy or return documents when no longer needed.

Carl B. Stokes US Court House

801 West Superior Avenue

TS-1

EV

Title Sheet

Cleveland

11/18/2015Final Design Submittal

GS-05P-11-SLD-0057

5PSCE-15-0038a

1503A

Fredrick, Fredrick & Heller Engineers

230 South Dearborn St

Chicago, Illinois 60604

OH 44113

NOAA Office Renovation

John Bolovan 24x36

11/18/2015

13 ROH00736

OH0301ZZ

Perspectus Architecture

NOAA Office Relocation, 13th Floor Carl B. Stokes US Court House 801 West Superior Avenue Cleveland OH 44113

Final Design Submittal

Perspectus Architecture

13212 Shaker Square, Suite 204

216.752.3833

Tim Huffman

Cleveland, Ohio 44120

Fredrick, Fredrick & Heller Engineers

672 E Royalton Rd

440.546.9696

Mech/Plumb: Brian Widowski

Broadview Heights, Ohio 44147

216.752.1800

Elec: Todd Gienger

1. All Dimensions and Quantities shall be verified at the job by the contractor and each subcontractor.

All contractors shall notify Contracting Officer Representative (COR) and Architect of discrepencies before proceeding with the work.

LS-01 13th Floor Life Safety Plan

FIRE PROTECTION

FP1-00 Partial 13th Floor Fire Protection Demolition Plan FP1-01 Partial 13th Floor Fire Protection Plan

PLUMBING

P1-00 Plumbing Legend P1-01 Partial 12th Floor Plumbing Demolition Plan P1-02 Partial 12th Floor Plumbing Plan P1-03 Partial 13th Floor Plumbing Demolition Plan P1-04 Partial 13th Floor Plumbing Plan P1-05 Partial Lower Level Three Plumbing Plan

ELECTRICAL

E0-01 Electrical and Technology Legend E0-02 Lighting Fixture Schedule E1-01 Site Electrical Plan E1-02 Partial Lower Level Three Technology Key Plan E1-03 Partial Lower Level Three Electrical and Technology Key Plan E1-04 Partial 13th Floor Electrical and Technology Key Plan E1-05 Partial 21st Floor Electrical and Technology Key Plan E2-01 Partial 13th Floor Electrical Demolition Plan E3-01 Partial 13th Floor Lighting Plan E4-01 Partial 13th Floor Power Plan E4-02 Partial 13th Floor Power Plan E5-01 Partial 13th Floor Communication Plan E6-01 Partial 13th Floor Fire Alarm and Security Plan E7-01 Partial 13th Floor Mechanical Connections Plan E8-01 Partial 22nd Floor Electrical and Technology Plan E8-02 Partial 22nd Floor Lightning Protection System Plan E9-01 N.O.A.A. One-Line Diagram E9-02 Panel Board Schedules E9-03 Panel Board Schedules E10-01 Fire Alarm Riser Diagram E10-02 Access Control Typical Wiring Diagrams E10-03 Access Control Typical Wiring Diagrams E11-01 Grounding Details E11-02 Generator and ATS Remote Annunciator Wiring Diagram E11-03 UPS Remote Annunciator Wiring Diagram E11-04 Electrical and Technology Details E11-05 Electrical and Technology Details

NORTH

HEATING, VENTILATING AND AIR CONDITIONING

M1-00 Mechanical Legend M1-01 Mechanical Schedule M1-02 Mechanical Schedule M1-03 Mechanical Details M1-04 Mechanical Details M1-05 Mechanical Controls M2-00 Partial 13th Floor HVAC Demolition Plan M2-01 Partial 13th Floor HVAC Plan M2-02 13th Floor Equipment Room HVAC Plan M2-03 Mechanical Room HVAC Piping Plans M2-04 Partial 22nd Floor Two Mechanical Plan

STRUCTURAL

S1-00 Structural General Notes S8-01 Rooftop Antenna Support Framing Plan

R E G I S

T E

RED ARCH

I T E C T

WILLIAM

C.

AYARS

S T

A

TE

OF OH

I O

William C. Ayars, License #7259 Expiration Date 12/31/2015

Arch Job No. 15-002

E F G H

J

K

G.1

ZZ

YY

H.5

3.5

WW

XX

WW.3

AA

BB

CC

DD

EE

FF

GG

HH

JJ

LL

KK

154 SF

MIC

Office 13-12

124 SF

WCM

Office 13-13

121 SF

SOO

Office 13-14

119 SF

ESA

Office 13-15

439 SF

Elec./ Tech.

13-16A

123 SF

RMS

Office 13-17

770 SF

Equip.

13-07

116 SF

Elec.

13-08

124 SF

Multipurpose Rm.

13-02

2257 SF

Future Tenant 1300X

134 SF

Training 13-09

171 SF

Collaboration Area 13-11

134 SF

Ready Rm

13-06

147 SF

Copy/ Stor.

13-03

213 SF

Reception 13-01

382 SF

Conference Rm.

13-05

141 SF

Vest.

13-00

S torage &

Lg. Lockers

E

E

Common Path of Travel = 92'

Total Travel D istance = 177' to

Exit

Common Path of Travel = 87'

PROJECT LIMIT LINE'

PROJE

CT L

IM

IT

L

IN

E'

215 SF

Bldg.

Corr 13-18

540 SF

Elec./ Tech.

13-16B

340 SF

Hall 13-10

527 SF

Hall 13-04

PROJECT LIMIT

DN

139 SF

Storage 13-19

Life Safety Legend

E

EXISTING 2 HR FIRE BARRIER

NEW 1 HR FIRE PARTITION

FIRE EXTINGUISHER

EXIT

EXIT SIGN

EGRESS PATH OF TRAVEL

PROJECT LIMIT LINE

Illuminated face

Directional arrow

Refer to engineering drawings for mounting type

FUTURE

TENANT PROJECT

SCOPE

ELEVATORS

N O

R T

H

Building Key Plan - Stokes 13th Floor not to scale

R E G

I STERED ARCH

I T E C T

WILLIAM

C.

AYARS

ST

AT

E OF OHIO

William C. Ayars, License #7259 Expiration Date 12/31/2015

SHEET OF

DISCIPLINE

DRAWING NO.

DRAWN BY

DATE

PCN NO.

GSA PM

PROJ. DESC.

BLDG NO.

CITY/ST./ZIP

STREET

BLDG NAME

MARK

FLOOR NO.

DATE

DESCRIPTION

REVISION

TITLE

GENERAL SERVICES ADMINISTRATION

SHEET DESIGNATOR

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice

Properly destroy or return documents when no longer needed

SHEET SIZE

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N T

R A

C T

O R

S

CONSTR. CON.

A/E TASK NO.

CONS. WORK

CONTRACTOR INFO

GREAT LAKES REGION 5

PROPERTY OF THE

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Carl B. Stokes US Court House

801 West Superior Avenue

LS-01

Author

13th Floor Life Safety Plan

Cleveland

11/18/2015Final Design Submittal

GS-05P-11-SLD-0057

5PSCE-15-0038a

1503A

Fredrick, Fredrick & Heller Engineers

230 South Dearborn St Chicago, Illinois 60604

OH 44113

NOAA Office Renovation

John Bolovan 24x36

11/18/2015

13 ROH00736

OH0301ZZ

Perspectus Architecture

Scale

4' 8' 16'

1/8" = 1'-0"

Partial 13th Floor Life Safety Plan

Existing Building Code Data Occupancy Classification

B - Business Type of Construction

1-B Modified (LSC Type 1 - 332) Sprinkler System

Fully Sprinklered Fire Ratings

Exterior Load Bearing Walls- 3 hrs Exterior Non-load Bearing Walls - 1 hr Interior Load Bearing Walls, Partitions, Columns, Girders, Trusses and Framing supporting more than one floor - 3 hrs supporting one floor or roof only - 2 hrs Fire Walls and Party Walls - 3 hrs Floor Construction (UL D925) - 2 hrs Roof Construction (UL P719)

15' or less in height - 1.5 hrs more than 15' to less than 20' - 1 hr 20' or more in height - 0 hrs

Fire Separation Assemblies Exit Enclosures - 2 hrs Shafts - 2 hrs Mixed Use and Fire Areas - 3 hrs Others - 1 hr

Fire Partitions Exit Access Corridors - 0 hrs Tenant Space Separations - 1 hr

Smoke Barriers - 1 hr Other Non-load Bearing Partitions - 0 hrs

NOAA Tenant Code Data Project Description

6735 sf interior renovation Applicable Codes

2015 NFPA Life Safety Code 2012 International Building Code 2015 ABA Accessibility Standards

Occupancy Classification B - Business (LSC 6.1.11.1)

Sprinkler System Fully Sprinklered

Occupant Load (LSC 7.3.1.2) 6735 gsf / 100 gsf = 68 occupants

Number of Means of Egress:

2 (LSC 7.4.1.1)

Egress Capacity (Corridors) .02" x 68 = 13.6" (LSC 7.3.3.1)

Minimum Corridor/Passageway (Hall) Width -

44" (LSC 38.2.3.2)

Maximum Length of Dead End Corridor -

50' (LSC 38.2.5.2.1)

Maximum Common Path of Travel -

100' (LSC 38.2.5.3.1)

Maximum Travel Distance to Exit -

300' (LSC 38.2.6.3)

Emergency Lighting -required (LSC 38.2.9.1)

Fire Alarm System -required (LSC 38.3.4.1)

Portable Fire Extinguishers -required (LSC 38.3.5)

Subdivision of Building Spaces:

No special requirements (LSC 38.3.7)

Horizontal Sliding Doors permitted for less than 10 occupants (LSC 7.2.1.4.1(4)(d))

Future Tenant Code Data Project Description

2257 sf Future Interior Renovation Applicable Codes

2015 NFPA Life Safety Code 2012 International Building Code 2015 ABA Accessibility Standards

Occupancy Classification B - Business (LSC 6.1.11.1)

Sprinkler System Fully Sprinklered

Occupant Load (LSC 7.3.1.2) 2257 gsf / 100 gsf = 20 occupants

Number of Means of Egress: 1 (LSC 38.2.4.2))

Egress Capacity .02" x 20 = 4" (LSC 7.3.3.1)

Maximum Common Path of Travel - 100' (LSC 38.2.5.3.1) Maximum Travel Distance to Exit - 300' (LSC 38.2.6.3)

N O

R T

H

GENERAL NOTES

1. See drawing A2-01 for fire rated partition types and drawing A0-01 for partition construction.

2. See drawing A2-01/ A2-02 for fire extinguisher and cabinet locations.

3. See drawing E3-01 for exit sign types, mounting types, and locations.

4. See drawing A3-01 for dimensional locations of ceiling mounted exit signs.

5. See architectural elevations A4-01 and A4-02 for dimensional locations of wall mounted exit signs.

5/8" Type X GYP BD

MTL studs

Control joint, both sides

MAX

1/2"

5/8" Type X GYP BD

TYP of all control joints located in rated wall assemblies.

MAX

1/2"

MAX

1/2"

1 7/8"

Note: Acoustical insulation may occur, see partition types

Joint REINF

ACOUS INSUL

Back to back boxes NOT permitted Stagger Boxes

UNO

6"

Partition assembly

Door frame

TYP of all frames that occur at room corner locations, UNO

Joint compound and tape

5/8" GYP BD

MTL studs

Control joint

Note: Acoustical insulation may occur, see partition types

TYP of all control joints located in non-rated wall assemblies.

A

See specifications for sealant type.

All joints 1" wide or more are to be laid up in beads and tooled to profile indicated.

All joints are to be primed before bond breaker rod is installed.

Install bond breaker rod with roller to proper depth. No sharp tools permitted.

1.

2.

3.

4.

Notes:

B C

Wall material varies

07 92 00 - Bond breaker rod

07 92 00 - Sealant

Joint Schedule Dimensions

A B C

3/8" 1/8" 1/4"

1/2" 1/8" 3/8"

5/8" 1/8"

3/4" 1/8"

7/8" 1/8"

1" 1/8"

3/8"

3/8"

3/8"

3/8" anchor bolt above air conditioning acoustic(al) acoustical ceiling tile adjacent above finish floor alternate aluminum anodized approximate architect(ural) automatic

AB

ABV

A/C

ACOUS

ACT

ADJ

AFF

ALT

ALUM

ANOD

APPROX

ARCH

AUTO

board between building block(ing) bulkhead beam bottom bridging bearing brick basement built-up roofing

BD

BETW

BLDG

BLK

BLKHD

BM

BOT

BRDG

BRG

BRK

BSMT

BUR

CFM

CG

CI

CJ

CLG

CL

CLR

CLL

CNTR

CMU

CO

COL

CONC

CONN

CONST

CONT

COORD

CORR

CS

CTR

CL

cubic feet per minute corner guard cast iron control joint ceiling closet clear contract limit line counter concrete masonry unit cased opening/clean out column concrete connection construction continuous coordinate corridor course center

D

DBL

DEG

DEMO

DIA

DIM

DISP

DN

DR

DS

DET

DWG

DWR

depth double degrees demolition diameter dimension dispenser down door down spout detail drawing drawer each electrical contractor exterior insulation and finish system expansion joint electric elevator/elevation emergency equal equipment exposed structure existing to remain each way electric water cooler exhaust existing expansion exposed exterior

EA

EC

EIFS

EJ

ELEC

ELEV

EMERG

EQ

EQUIP

ES

ETR

EW

EWC

EXH

EXIST

EXP

EXP'D

EXT

fire alarm face brick fan coil unit face to face floor drain foundation fire extinguisher fire extinguisher cabinet fire hose cabinet finish floor fluorescent fire resistant

FA

FB

FCU

F/F

FD

FDN

FE

FEC

FHC

FIN

FLR

FLUOR

FR

GA

GALV

GC

GL

GR

GWB

gauge galvanized general contractor glass grade gypsum board

HB

HC

HDBD

HDCPD

HDWR

HDWD

HM

HORIZ

HPDL

HR

HT

HTG

HTR

HVAC

HW

HWH

hose bibb hollow core hardboard handicapped hardware hardwood hollow metal horizontal high pressure decorative laminate hour height heating heater heating, ventilation air conditioning hot water hot water heater

ID

IN

INCL

INSUL

INT

inside diameter inch include (inclusive) insulation interior janitor joist

JAN

JST

knock down knock out

KD

KO

L

LAM

LAV

LB

LF

LIM

LT

LTG

LVR

length (long) laminate(d) lavatory pound linear feet (foot) limited light lighting louver

MARB

MAS

MAT

MAX

MECH

MEMB

MFR

MH

MIN

marble masonry material maximum mechanical membrane manufacturer manhole minimum not applicable not in contract number nominal not to scale

N/A

NIC

NO

NOM

NTS

overall on center on center above finish floor outside diameter overhead door opposite hand overflow roof drain out to out opening opposite optional

OA

OC

OCAFF

OD

OHDR

OPH

OVRD

O/O

OP'G

OPP

OPT

PLBG

PMLD

PNL

PLYWD

POL

PP

PR

PREFIN

PREFAB

PROJ

PSC

PSF

PSI

PT

PTD

PTN

PVC

PVMT

plumbing premoulded panel plywood polished push plate pair prefinished prefabricated projection pre-stress concrete pounds per square foot pounds per square inch point painted partition polyvinylchloride pavement

QTY quantity

R

RA

RAD

RAG

RD

REC

REF

REG

REINF

riser return air radius return air grille roof drain receptacle refrigerator register reinforcement solid core schedule smoke detector saddle section sheet similar stand pipe specifications speaker sprinkler single ply roofing square square inch square yard stainless steel/ slop sink standard steel storage structure(al) suspended systems

SC

SCHED

SD

SDL

SECT

SHT

SIM

SP

SPEC

SPKR

SPKLR

SPR

SQ

SQ IN

SY

SS

STD

STL

STOR

STRUC

SUCP

SYS

T T/G or T&G

TD

TEL

TEMP

TEMP'D

THK

THLD

TOC

TOS

TOD

TOM

TOJ

TOP

TOW

TYP

thread tongue and groove trench drain telephose temporary tempered thick threshold top of concrete (top of curb) top of steel top of deck top of masonry top of joist top of parapet top of wall typical undercut underground unfinished unlimited unless noted otherwise urinal

UC

UG

UNFIN

UNLIM

UNO

UR

VERT

VEST

VIF

vertical vestibule verify in field

W W/ W/O W/W

WC

WD

WH

WIN

WG

WT

WWF

width with without wall to wall water closet wood water heater window wire glass weight welded wire fabric

YD yard

ABBREVIATIONS

C/C

CAB'T

CAD

CB

CEM

CL or center to center cabinet cadmium catch basin cement center line fire-retardant treated fire-retardant treated wood feet footing furring fire valve cabinet

FRT

FRTWD

FT

FTG

FURR

FVC

MISC

MO

MTD

MTG

MTL

MULL

miscellaneous masonry opening mounted mounting metal mullion

PBD

PCF

PERIM

PG BD

PL

PLAS

particle board pounds per cubic foot perimeter peg board plate plastic

REINF

REQ'D

RES

RET

REV

RM

RO

RVS

reinforcement (reinforcing) required resilient return revised (revision) room rough opening reverse

I. GENERAL NOTES

1. Do not scale drawings. Contractor(s) are to verify site dimensions and conditions prior to work.

2. Construction shall be in accordance with the requirements of the applicable codes including accessibility standards and the requirements of “Architectural Barriers Act.”

3. Contractor(s) shall visit the site and correlate the requirements of the documents with the existing conditions.

4. Drawings are diagrammatic and since existing conditions, including areas above accessible ceilings may affect new work, the contractor shall coordinate and alter new work to properly fit the existing conditions. The work shall be performed at no extra cost. The contractor shall verify all conditions and dimensions at the job site prior to the start of construction. If discrepancies are found, the architect shall be notified for clarification before commencing with the work.

5. Details not shown are similar in character to those shown.

When specific dimensions, details, or design intent cannot be determined, consult the architect before proceeding with the work.

6. Some masonry and lumber dimensions shown on the drawings are nominal dimensions. Contractor(s) shall coordinate actual dimensions with the job conditions. Report all discrepancies to the architect.

7. Existing conditions shown on this drawing are not guaranteed to be complete. The contractor(s) shall field verify all existing conditions, dimensions, and materials required for the contracted work. Report all discrepancies to the architect prior to fabrication and erection.

8. The term ‘patch to match’ or ‘cutting and patching’ denotes that repair work is necessary to construct a floor, base, wainscot, wall or ceiling to match its adjacent surface, texture, material, finish and color of adjacent existing surfaces.

9. If materials suspected of containing hazardous materials are encountered, DO NOT DISTURB; immediately notify the architect and owner.

10. Where existing partitions or services have been removed, or new services penetrate existing surfaces, the openings shall be patched to match the existing surface finish, texture, and sheen.

11. Where new openings occur in structural bearing wall, contractor is responsible for temporary supports and/or shoring as required for installation of lintels.

12. Where existing doorways are to be filled in, contractor is responsible for field verifying wall widths.

13. The General Contractor is responsible for installation of all access doors, access panels and frames, including, but not limited to those specific in the construction documents and furnished by other contractors. All access doors and panel locations to be coordinated and approved by the architect prior to installation. The general contractor is responsible for painting all access panels and access doors. General contractor is responsible for coordinating all paint colors with the architect prior to commencing with the work.

II. FIRE RESISTANCE RATING

1. Fire rating indicated on a wall shall mean the entire length and height of wall to be fire rated.

2. All piping, ducts, cabinets, etc. that penetrate walls shall be installed in a manner that wil preserve the fire resistance rating of that wall.

3. Preserve all fire resistant ratings of existing wall unless otherwise noted.

III. DIMENSIONING

1. Interior partitions are dimensioned to face of gypsum board exclusive of finish material, such as ceramic tile or wood paneling. The contractor shall coordinate finish dimensions with finish schedule when critical to the installation of millwork or equipment.

CONT stud track

CONT stud track

Channel stud REINF as required at wall mounted devices

Midpoint at door opening

CONT channel REINF

Double studs at jamb opening 20 GA MIN, 18 GA at openings over 3'-0"

Door Opening

Door Opening

EXIST STRUC above

GYP BD control joint

Hollow MTL frame

MTL studs coped to fit

TYP MTL studs

Ceiling may occur

STANDARD SYMBOLS

Building, wall and detail section mark

Interior/exterior elevation reference

Enlarged plan or detail reference

Column reference grids

Revision reference number

Partition type

Window type

New level line, control point, or datum

New door

Indicates drawing sheet on which plan/detail is shown.

Indicates detail number

Indicates drawing sheet on which elevation is shown

Indicates elevation number

Indicates drawing sheet on which section is shown

Indicates section number Door number

XX

A

A2-11

A2-1

A2-1

A

FUTURE

TENANT PROJECT

SCOPE

ELEVATORS

N O

R T

H

Building Key Plan - Stokes 13th Floor not to scale

4' -0

1' -6

" Receptacle

087200 Push plate

150000 Thermostat

150000 Humidistat

8" 8" 8"

4' -0

167200 Phone jack

160000 Light switch

4' -0

PTD-1

4' -6

RH-1

4' -0

SD-1

4' -6

Fire extinguisher

105220 - Cabinet may occur

STANDARD MOUNTING HEIGHTS

5' -6

1' -0

R E G

I STERED ARCH

I T E C T

WILLIAM

C.

AYARS

ST

AT

E OF OHIO

William C. Ayars, License #7259 Expiration Date 12/31/2015

SHEET OF

DISCIPLINE

DRAWING NO.

DRAWN BY

DATE

PCN NO.

GSA PM

PROJ. DESC.

BLDG NO.

CITY/ST./ZIP

STREET

BLDG NAME

MARK

FLOOR NO.

DATE

DESCRIPTION

REVISION

TITLE

GENERAL SERVICES ADMINISTRATION

SHEET DESIGNATOR

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice

Properly destroy or return documents when no longer needed

SHEET SIZE

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N T

R A

C T

O R

S

CONSTR. CON.

A/E TASK NO.

CONS. WORK

CONTRACTOR INFO

GREAT LAKES REGION 5

PROPERTY OF THE

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Carl B. Stokes US Court House

801 West Superior Avenue

A0-00

Author

Reference Information

Cleveland

11/18/2015Final Design Submittal

GS-05P-11-SLD-0057

5PSCE-15-0038a

1503A

Fredrick, Fredrick & Heller Engineers

230 South Dearborn St Chicago, Illinois 60604

OH 44113

NOAA Office Renovation

John Bolovan 24x36

11/18/2015

13 ROH00736

OH0301ZZ

Perspectus Architecture

Scale

4" 8" 16"

1 1/2" = 1'-0"

Fire Resistant Control Joint A2

Scale

4" 8" 16"

1 1/2" = 1'-0"

TYP Acoustical Part. Intersection B3

Scale

4" 8" 16"

1 1/2" = 1'-0"

TYP Electrical / Junction Box B2

Scale

4" 8" 16"

1 1/2" = 1'-0"

TYP Frame Location C2

Scale

4" 8" 16"

1 1/2" = 1'-0"

TYP GWB BD Control Joint A3

Scale

6" 1' 2'

12" = 1'-0"

TYP Sealant Detail B1

Scale

2' 4' 8'

1/4" = 1'-0"

TYP GWB Detail C1

TOILET ACCESSORY SCHEDULE

Rm. No. Rm. Name Code Description Comments

13-02 Multipurpose Rm. SD-1 Soap Dispenser - Surface mounted Contractor Furnished Contractor Installed 13-02 Multipurpose Rm. PTD-1 Paper Towel Dispenser - Surface mounted Contractor Furnished Contractor Installed 13-02 Multipurpose Rm. HD-1 Automatic Hand Dryer - Surface mounted Owner Furnished Contractor Installed.

Coordinate with Engineering drawings.

13-02 Multipurpose Rm. FM-1 Framed Mirror Contractor Furnished Contractor Installed 13-06 Ready Rm SD-1 Soap Dispenser - Surface mounted Contractor Furnished Contractor Installed 13-06 Ready Rm PTD-1 Paper Towel Dispenser - Surface mounted Contractor Furnished Contractor Installed

Provide and install (Qty. 2) Robe hooks RH-1 at the following Offices: 13-12, 12-13, 13-14, 13-15, 13-17 Locate centered on wall behind door in open position. One at 4'-6"H, One at 5'-6"H.

Scale

16" 32" 64"

1 1/2" = 1'-0"

Typ. Acoustic Sealant B4

6"

GWB AS SCHEDULED

SUBSTRATE

FLEXIBLE FIBER BOARD

INSULATION WHERE SCHEDULED,

NOM. THICKNESS TO MATCH

FRAMING DEPTH

FLOOR OR ROOF

STRUCTURE ABOVE

2 1/8"

VARIES, REFER TO SCHEDULE

LINE OF FINISHED CEILING,

HEIGHT VARIES, REFER TO RCP

TOP T1

METAL FRAMING AS SCHEDULED,

CLIPPED BACK TO FACE OF

SUBSTRATE

6"

GWB AS SCHEDULED, INSTALL

ON ROOM SIDE OF STUDS

METAL STUDS AS

SCHEDULED

FLOOR OR ROOF

STRUCTURE ABOVE

VARIES, REFER TO SCHEDULE

SOUND ATTENUATION

INSULATION WHERE SCHEDULED,

NOM. THICKNESS TO MATCH

FRAMING DEPTH

METAL STUD RUNNER

4 1/4"

LINE OF FINISHED CEILING,

HEIGHT VARIES, REFER TO RCP

TOP T2

NOTE: REFER TO PARTITION SCHEDULE FOR TOP TERMINATION OF

INSULATION. IF NOT NOTED TO STRUCTURE TERMINATE MATERIAL MIN. 6"

ABOVE HIGHEST ADJACENT CEILING.

TOP T3

GWB BOTH SIDES AS SCHEDULED

METAL STUDS AS SCHEDULED

FLOOR OR ROOF

STRUCTURE ABOVE

VARIES, REFER TO SCHEDULE

SOUND ATTENUATION

INSULATION WHERE SCHEDULED,

NOM. THICKNESS TO MATCH

FRAMING DEPTH

METAL STUD RUNNER

4 7/8"

ACOUSTIC JOINT BOTH SIDES

NOTE: REFER TO PARTITION SCHEDULE FOR TOP TERMINATIONS OF GWB

AND INSULATION. IF NOT NOTED TO STRUCTURE TERMINATE MATERIAL

MIN. 6" ABOVE HIGHEST ADJACENT CEILING.

LINE OF FINISHED CEILING

HEIGHT VARIES, REFER TO RCP

BASE B1

GWB AS SCHEDULED

METAL FRAMING AS SCHEDULED,

CLIPPED BACK TO FACE OF

SUBSTRATE

SUBSTRATE

FLEXIBLE FIBER BOARD INSULATION

WHERE SCHEDULED, NOM. THICKNESS

TO MATCH FRAMING DEPTH

FLOOR STRUCTURE

2 1/8"

VARIES, REFER TO SCHEDULE

BASE B2

GWB AS SCHEDULED, INSTALL

ON ROOM SIDE OF STUDS

METAL STUDS AS

SCHEDULED

VARIES, REFER TO SCHEDULE

SOUND ATTENUATION

INSULATION WHERE

SCHEDULED, NOM. THICKNESS

TO MATCH FRAMING DEPTH

METAL STUD RUNNER

4 1/4"

FLOOR STRUCTURE

BASE B3

GWB BOTH SIDES AS SCHEDULED

METAL STUDS AS

SCHEDULED

SOUND ATTENUATION

INSULATION WHERE SCHEDULED,

NOM. THICKNESS TO MATCH

FRAMING DEPTH

METAL STUD RUNNER

ACOUSTIC JOINT BOTH SIDES

FLOOR STRUCTURE

VARIES, REFER TO SCHEDULE

4 7/8"

ZZ

7"

EQ.

EQ.

5/8" GWB on metal stud framing, hold tight to steel. Finished GWB at column face to align with perimeter GWB soffit above, typ.

all perimeter columns.

Existing exterior claddingExisting spray on thermal insulation

5/8" GWB on 3 5/8" metal stud framing.

V .I.F

1'-6" +/-

Existing aluminum window system

Edge of concrete slab

SSM-1 sill

Interior partition may occur, see overall plan

Edge of concrete slab

5/8" GWB on 3 5/8" metal stud framing.

V aries

Existing curtainwall framing

1'-10 1/2" +/-

Equal, unless indicated on overall plan

This dimension dependant on consistant ability to hold GWB to face of steel (with fireproofing), all perimeter columns, typ.

Should be minimum 1'-8"

M in.

Line of GWB soffit above

Electrical outlet may occur.

See Electrical drawings.

5/8" GWB on 2 1/2" metal stud framing.

Level 13 220'-5 5/8"

Level 14 239'-1 5/8"

7"

1/2"

Scheduled finish flooring material to extend onto and conceal steel plate.

Provide feathered out leveling compound as req. for smooth transition.

Raised access flooring may occur

Scheduled base

5/8" GWB on 3 5/8" metal stud framing

Brace metal framing to steel curtainwall framing

SSM-1 sill on wood blocking. Sit 1" below line of existing window frame.

Overhang 1/2" at GWB below

Clear silicone sealant

Face of GWB at column end beyond

Face of GWB between windows

Perimeter soffit @ 13'-8"H Typ.

5/8" GWB on metal framing

Scheduled ACT

Linear diffuser, see mechanical drawings

Aluminum window system

Existing spray on thermal insulation

Existing curtainwall framing

Repair safing where dislodged

Existing exterior cladding system

ZZ

1"

1/

2"

Continuous steel plate, 10" wide x 1/4" thick, to follow curve along exterior wall.

3/16" dia. (5mm) HILTI KWIK-CON II (or eq.) anchors @ 18" O.C with 1 3/4" (44mm) embedment.

Anchor to be min. 2" from edge of concrete slab.

10"

Existing concrete slab

Scribe GWB edge to existing building window frame. Finish with clear sealant.

1'-10 1/2"

Window treatment by Owner

R E G

I STERED ARCH

I T E C T

WILLIAM

C.

AYARS

ST

AT

E OF OHIO

William C. Ayars, License #7259 Expiration Date 12/31/2015

SHEET OF

DISCIPLINE

DRAWING NO.

DRAWN BY

DATE

PCN NO.

GSA PM

PROJ. DESC.

BLDG NO.

CITY/ST./ZIP

STREET

BLDG NAME

MARK

FLOOR NO.

DATE

DESCRIPTION

REVISION

TITLE

GENERAL SERVICES ADMINISTRATION

SHEET DESIGNATOR

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice

Properly destroy or return documents when no longer needed

SHEET SIZE

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N T

R A

C T

O R

S

CONSTR. CON.

A/E TASK NO.

CONS. WORK

CONTRACTOR INFO

GREAT LAKES REGION 5

PROPERTY OF THE

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Carl B. Stokes US Court House

801 West Superior Avenue

A0-01

DAS

Partition Types

Cleveland

11/18/2015Final Design Submittal

GS-05P-11-SLD-0057

5PSCE-15-0038a

1503A

Fredrick, Fredrick & Heller Engineers

230 South Dearborn St Chicago, Illinois 60604

OH 44113

NOAA Office Renovation

John Bolovan 24x36

11/18/2015

13 ROH00736

OH0301ZZ

Perspectus Architecture

PARTITION SCHEDULE - NON-STRUCTURAL METAL FRAMING GROUPS A - L

TYPE

CONSTRUCTION DATA

TOP

TERMINATION

NOTESOV

ER

AL

L P

AR

TI

TI

ON

D

EP

TH

GW

B

TH

IC

KN

ES

S

FR

AM

IN

G

SI

ZE

DE

TA

IL

AT

T

OP

DE

TA

IL

AT

B

AS

E

ST

UD

S

TO

S

TR

UC

TU

RE

GW

B

TO

S

TR

UC

TU

RE

IN

SU

LA

TI

ON

T

O

ST

RU

CT

UR

E

Group A - Material, Furring, Substrate A03 2 1/8" 5/8" 1 1/2" T1 B1 - - - A07 3 1/8" 5/8" 2 1/2" T1 B1 - - - Group B - Material, Stud B03 3 1/8" 5/8" 2 1/2" T2 B2 ● - - B05 4 1/4" 5/8" 3 5/8" T2 B2 ● - - B06 4 1/4" 5/8" 3 5/8" T2 B2 ● - ● Group C - Material, Stud, Material C01 4 7/8" 5/8" 3 5/8" T3 B3 ● - - C02 4 7/8" 5/8" 3 5/8" T3 B3 ● ● ● Typ. Partition, U.N.O. See plans.

C11 7 1/4" 5/8" 6" T3 B3 - - -

General Partition Notes:

1. Not all partition groups or types within groups have been utilized - resulting type numbers may not be sequential. Refer to partition schedules for types utilized in this project.

2. For all partition systems that are indicated to extend from floor slab to underside of structure or floor slab above, including all Fire Rated partitions and all partitions indicated to have a Sound Transmission Class (STC), provide assembly at head of partition that will accommodate a minimum deflection of the structure above the partition, but not less than L/360 (where L= the span of the structure) without transferring loads resultant from that deflection to the partition assembly.

3. Provide assembly that will transfer lateral loads applied normal to the face of the partition system into the structure or floor slab above. Where Fire-Rated partitions occur , provide a UL-listed and approved head assembly for that partition that has been tested and determined to provide a Fire Rating equivalent to that of the Fire Rated Partition. Where partitions indicated to have a Sound Transmission Class occurs, provide a head assembly for that partition that has been tested and determined to provide a Sound Transmission Class equivalent to that of the Sound Rated Partition. All head assemblies shall be installed in strict conformance to manufacturers recommendations.

4. All GWB to be type "X" U.N.O.

5. Provide tile backer boards on all walls scheduled to receive wall tile.

6. Provide moisture resistant GWB at all plumbing fixtures, moisture resistant GWB to extend minimum 24" beyond edge of plumbing fixture.

7. All penetrations in rated partitions to be firestopped. See Life Safety Plan for locations of fire and smoke rated partitions.

8. Contractor to patch and repair any existing sprayed-on steel fireproofing that may be disturbed by new construction. See specification 078100.

Comply with requirements indicated on drawing LS-01.

9. All assemblies with sound attenuation insulation are considered acoustical partitions. Provide acoustical sealant at all penetrations. See typical Acoustical Penetration Detail, located sheet A0-00

NOTE: REFER TO FLOOR PLAN DRAWINGS FOR SPECIFIC PARTITION TYPE LOCATIONS

Scale

16" 32" 64"

3/4" = 1'-0"

Exterior Wall Plan Section at Column, Typ.

D20

Scale

16" 32" 64"

3/4" = 1'-0"

Exterior Wall Section, Typ.

D1

DEMOLITION PLAN LEGEND

Existing construction to remain

Construction to be demolished

# Number represents coded demolition note

E F G H

J

K

L

G.1

ZZ

YY

H.5

WW

XX

WW.3

AA

BB

CC

DD

EE

FF

GG

HH

JJ

LL

KK

P R

O

JE

C T

LIM

IT

PROJE

CT L

IM

IT

Contractor access w/ temporary door

M

in. 3'-8"

PROJECT LIMIT

Temporary partitio n

DEMOLITION PLAN CODED NOTES

1 Remove interior partition from floor to underside of structure above. Prepare all adjacent surfaces to receive new construction and scheduled finish. Existing walls shown to be removed shall be demolished complete. This includes the removal of reinforcement, soffits, doors, windows, frames and overhead bracing. COORD with MECH and ELEC for disconnection and removal of EXIST utilities and devices located within areas scheduled to be demolished.

2 Temporary partition and emergency door to be located inside of new partition location. Door intended for emergency egress only as to not interfere with other building tenants operations. NOTE: Contractor may opt to build permanant wall structure (w/ door) in planned final location in lieu of temporary. Provide sheathing only Corridor side with GWB until construction phase.

3 Remove existing door, frame, anchors, thresholds, and hardware as indicated within limits of construction. Patch and repair wall and floor to match existing.

Owner shall have the right to salvage any and all doors and hardware.

Contractor shall verify doors for salvage or relocation prior to commencing demolition.

4 Remove existing plumbing chase. Refer to engineering drawings for relocation of plumbling.

5 Contractor to maintain building access between elevator and adjacent tenant.

TEMPORARY PARTITIONS NOTES

1. Contractor shall at all times provide and/or maintain separation between Owner occupied areas and areas under construction or partially constructed.

2. Contractor shall construct and maintain at all times temporary partitions. Temporary partitions shall be located to separate Owner occupied areas from construction areas.

Temporary partitions shall not interfere with Owner's operation of facility.

3. Temporary partitions are to be constructed prior to any demolition work.

4. Additional or modifications to the temporary partitions may be required due to sequencing of work. Contractor to determine location and quantity of all temporary partitions prior to submittal of bid. Removal of temporary partitions to coincide with completion of enclosed space. U.N.O.

5. After removal of temporary partitions, the contractor shall restore all adjacent finishes disturbed by temporary partitions to their condition prior to erection of the temporary partitions.

6 Remove existing flooring and wall base. Prepare existing surface to receive new scheduled finishes.

FUTURE

TENANT PROJECT

SCOPE

ELEVATORS

N O

R T

H

Building Key Plan - Stokes 13th Floor not to scale

R E G

I STERED ARCH

I T E C T

WILLIAM

C.

AYARS

ST

AT

E OF OHIO

William C. Ayars, License #7259 Expiration Date 12/31/2015

SHEET OF

DISCIPLINE

DRAWING NO.

DRAWN BY

DATE

PCN NO.

GSA PM

PROJ. DESC.

BLDG NO.

CITY/ST./ZIP

STREET

BLDG NAME

MARK

FLOOR NO.

DATE

DESCRIPTION

REVISION

TITLE

GENERAL SERVICES ADMINISTRATION

SHEET DESIGNATOR

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice

Properly destroy or return documents when no longer needed

SHEET SIZE

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N T

R A

C T

O R

S

CONSTR. CON.

A/E TASK NO.

CONS. WORK

CONTRACTOR INFO

GREAT LAKES REGION 5

PROPERTY OF THE

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Carl B. Stokes US Court House

801 West Superior Avenue

A1-01

Author

Partial 13th Floor Demolition Plan

Cleveland

11/18/2015Final Design Submittal

GS-05P-11-SLD-0057

5PSCE-15-0038a

1503A

Fredrick, Fredrick & Heller Engineers

230 South Dearborn St Chicago, Illinois 60604

OH 44113

NOAA Office Renovation

John Bolovan 24x36

11/18/2015

13 ROH00736

OH0301ZZ

Perspectus Architecture

GENERAL DEMOLITION NOTES

A Refer to specifications section 017320 - Selective Demolition for additional requirements and information.

B Project Limit line is indicated for general intent only. Additional demolition will be REQ'D outside of this line. Architectural demolition drawings are for schematic purposes. Contractor shall COORD all demolition with the entire set of contract documents for full scope of demolition work REQ'D for the project.

C EXIST conditions shown on these drawings are not guaranteed to be complete. The contractor shall verify all EXIST conditions, dimensions, and materials REQ'D for the contracted work. Report all discrepencies to architect prior to fabrication, erection, and/or installation.

D COORD all new penetrations and/or openings with other associated trades.

E The Owner may select and tag items for demolition to be salvaged. The contractor shall remove selected items from the scope of work and deliver to the Owner's requested location within the EXIST facility.

F Contractor shall provide HEPA filtered negative air machine(s) to maintain negative pressure to scope of work area ensuring no dust will be transfered to occupied areas. Provide visual pressure monitoring device at dust proof barricade to confirm pressure.

G The Facility's EXIST smoke and fire suppression system shall remain in operation during the entire construction phase.

H All demolition work being done outside of temporary partitions is to be appropriately sealed off to prevent the transmission of dust and debris and minimize disruption to visitors, residents, and staff. COORD location of barriers with Owner.

J Provide dust removing walk off mat (tacky mat) at constrution entry points.

K Some items may be indicated in the demolition drawings and demolition notes which are not necessarily demolition work but are included to describe the overall scope of the project and to aid in the demolition COORD. The contractor is responsible for all work required to complete the intended work of the overall project.

L Remove existing floor finishes, grouts, mastics, and setting beds complete to EXIST CONC floor slab or other substrate ready for new floor finishes. Floor preparation shall be by the installing contractor.

M Remove existing light fixtures within limits of demolition. COORD with Owner any items to be salvaged.

N Debris removal shall not interfere with facilities operations. Coordinate with Owner.

O Plug abandoned floor openings with new CONC. Plug shall match EXIST slab depth and be structurally sound to carry floor load of 100 LBS/ SQ FT unless noted otherwise.

P All fire rated assemblies (columns, shafts, walls, etc.) shall be maintained/patched. Match EXIST fire rating unless noted otherwise.

Q See mechanical and electrical drawings for additional demolition work.

R Remove partitions indicated to the underside of the structure above.

S All noise generating operations which interfere with a tenant's "quiet enjoyment" of their space are to occur after hours. Coordinate with Owner.

Scale

4' 8' 16'

1/8" = 1'-0"

Partial 13th Floor Demolition Plan

N O

R T

H

WALL LEGEND

Existing construction to remain

New construction

# Partition Type, Refer to A0-01

MIC Office 13-12

WCM

Office 13-13

SOO Office 13-14

ESA Office 13-15

Elec./ Tech.

13-16A

RMS Office 13-17

Equip.

13-07

Elec.

13-08

Multipurpose Rm.

13-02

Future Tenant 1300X

Training 13-09

Collaboration Area 13-11

Ready Rm 13-06

Copy/ Stor.

13-03

Reception 13-01

S torage &

Lg. Lockers

Conference Rm.

13-05

A2-02

A4-02 B3

Vest.

13-00

E F G H

J

K

G.1

ZZ

YY

H.5

3.5

WW XXWW.3

AA

BB

CC

DD

EE

FF

GG

HH

JJ

LL

KK

Hall 13-10

Bldg. Corr 13-18

Storage 13-19

07B 18

07A

00C

P R

O

JE

C T

LIM

IT

PROJE

CT L

IM

IT

PROJECT LIMIT

Elec./ Tech.

13-16B

Typ. @ all exterior windows this room

Typ. @ all exterior windows this room

Diagonal hatch indicates intended scope of access flooring (ASF-1) under scheduled carpet

A4-02 C2

00B

00A

05A

05B

Hall 13-04

16B

16A

3 10'-3 1/2" 5'-9"

B05

8a

DN

A3-03

D2

E4 A2-01

E3 A2-01

F E

C

A03

A03

D2 A0-01

1'-2 1/2"

B05 B05 B05

B05 B05

B05

B05

B05

B05

B05

B05

B05

B05

B05

B05

B05

B05

B05

B05

B05

B05

B05

B05

B05

B05 Typ. @ perimeter column conditions

FEC

F E

C

FEC

FEC

FEC

A0-01

D1

90°98

3'-0"

20'-0"

20'-0" 20'-0"

20'-0"

5'-7"

2'-4" +/-

8'-5 1/2" +/-

1'-2 1/2"

1'-2 3/4"

M

in. 5'-0"

WORKLINE #1

WORKLINE #1

WORKLINE #2

WORKLINE #2

WORKLINE #1

WORKLINE #2

WORKLINE #3

WORKLINE #4

WORKLINE #5

WORKLINE #3

WORKLINE #4

WORKLINE #5

WORKLINE #3

WORKLINE #4

WORKLINE #5

P

LA

N R

E F

E R

E N

C E

LIN

E

- A

P

LA

N R

E F

E R

E N

C E

LIN

E

- A

P

LA

N R

E F

E R

E N

C E

LIN

E

- A

P

LA

N R

E F

E R

E N

C E

LIN

E

- B

18'-0"

WORKLINE #3

WORKLINE #2

18'-0"

8b

18'-9"

18'-9"

8b

16'-1"

8b

P

LA

N R

E F

E R

E N

C E

LIN

E

- B

WORKLINE #1A at C

OLUMN LINE YY

1. All dimensions are to finish face of wall unless noted/shown otherwise.

Angular dimensions shown for general design intent reference only.

Questions or discrepiencies shall be directed to Architect.

2. Refer to Life Safety Plans for rated wall locations.

3. Dashed furniture and equipment items shown for reference only and is not part of the General Contract. These items will be provided and installed by Owner. Contractor may need to coordinate specific fixture and equipment requirements if noted.

4. Contractor to verify all dimensions and conditions in the field prior to commencement of work. If drawings conflict with actual field conditions, contact Architect before proceeding with work.

5. All partitions to be Type ‘C02’ unless noted otherwise. Refer to all floor plan drawings for specific partition type locations. See A0-01 for partition types.

6. Provide concealed in-wall reinforcing/blocking for secure attachment of all millwork, casework, and/or accessories as required.

7. Refer to elevations for dimensions and locations of glass storefront windows and partitions.

8. Contractor to provide $2500.00 project allowance for signage material.

Units to be to be coordinated and selected by Owner, installed by contractor.

Base bid shall include labor for installation.

FLOOR PLAN GENERAL NOTES

1 Raised access flooring (ASF-1) to be provided this area. Manufacturer to provide shop drawings and further coordination, see spec. section 09 69 33.

2 Provide glass film at windows located this area. (GF-3) See specification section 088000

3 Align new partition with edge of existing window.

4 New partition to align and extend straight from existing wall condition.

5 Access panel source location for cable tray feed from Equip. Rm to Ops.

Stations through steel cable tray as indicated on RCP. See details sheet A5-02.

See elevation sheet A402 for height and location information.

6 New pipe chase. Hold tight as possible to relocated utilities

7 Conceal existing elevator door opening, call button, and hall lantern in new type A03 partition to min. 6" above top of elevator door opening. Do not attach new partition to existing door framing, call button or hall lantern.

8a Maintain 5'-3"W hallway extending from outside suite and following curve of building exterior. All offices should be approx. same depth dimension.

9 Intent to hold GWB enclosure tight to steel structure. Refer to elevations for angled conditions in Recept. and Collaboration Area.

10 Ramp at entry into Ops. Stations to be 1:20 slope, starting at door threshold. All trim units to be provided and coordinated by access flooring manufacturer as necessary to comply with ADA guidelines. Shop drawings to be reviewed by Architect prior to installation.

11 Segmented glass storefront system intended to follow radius of Hall. GWB dividing walls @ offices to extend approx. 4 1/2" from face of glass, see E6/A2-01. Provide GWB corner reinforcement @ all outside corners of projected dividing walls between offices. (Certainteed Aquabead, or eq. )

12 Contractor to maintain access for building occupants between elevator and adjacent tenent. Work this area to occur after hours.

FLOOR PLAN CODED NOTES -

Coded Notes combined for A2-01 and A2-02, some not used this sheet

13 See section D1/A5-02 for access to conduit tray cavity at Equip. Rm side.

14 Built out GWB wall portion to accomodate recessed fire extinguisher cabinet.

15 Provide bracket mounted fire extinguisher

16 Patch and repair existing concrete floor as required to receive scheduled flooring.

17 All existing exposed studs this area to receive 5/8" GWB sheathing, full height.

Workline references. Provided for consistant 90 degree reference points.

X '-X

Workline and Plan Reference line locator dimensions shown underlined

PLAN DIMENSIONS

8b Design intent is for radiused wall at corridor to be continuously inset 18'-9" from existing exterior wall.

18 See RCP for angle this area. Intent to align wall with ceiling plane

FUTURE

TENANT PROJECT

SCOPE

ELEVATORS

N O

R T

H

Building Key Plan - Stokes 13th Floor not to scale

ZZ

H.5

Existing building perimeter wall

Existing window

Existing window

EQ

EQ

B05 B05

New sill condition

New sill condition

B05

B05

C02

YY

H.5 FF

A03

A03

1'-8" +/-

A03

FEC

C02

1'-2 3/4"

7 7/8" +

Hold GWB tight as possible to steel these faces

YY

CC

A07

B05

A03 Hold GWB tight as possible to steel this face

See RCP for angle this area

1'-8"

WORKLINE #1

elevation V aries, see

G.1

YY

11 Typ.

WORKLINE #1

5'-0"

P

LA

N R

E F

E R

E N

C E

LIN

E

- B

Squared millwork build out for proper operation of interior drawers

Hardwood edge condition, WD-2

Fryreglet (or eq.)

1/2" metal "F" reveal

1 1/2"

5 1/2" 2'-10 1/8"

R adiused w all. Inset

18'- 9" from existing exterior surface.

3"

4 1/2"

WORKLINE #1A at COLUMN LINE YY

Typical inset of office divider walls of column line YY

R E G

I STERED ARCH

I T E C T

WILLIAM

C.

AYARS

ST

AT

E OF OHIO

William C. Ayars, License #7259 Expiration Date 12/31/2015

SHEET OF

DISCIPLINE

DRAWING NO.

DRAWN BY

DATE

PCN NO.

GSA PM

PROJ. DESC.

BLDG NO.

CITY/ST./ZIP

STREET

BLDG NAME

MARK

FLOOR NO.

DATE

DESCRIPTION

REVISION

TITLE

GENERAL SERVICES ADMINISTRATION

SHEET DESIGNATOR

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice

Properly destroy or return documents when no longer needed

SHEET SIZE

SUB A/E

PRIME A/E

CONS. CONTR.

A/E CON. NO.

C O

N T

R A

C T

O R

S

CONSTR. CON.

A/E TASK NO.

CONS. WORK

CONTRACTOR INFO

GREAT LAKES REGION 5

PROPERTY OF THE

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Carl B. Stokes US Court House

801 West Superior Avenue

A2-01

Author

Partial 13th Flr. Plan

Cleveland

11/18/2015Final Design Submittal

GS-05P-11-SLD-0057

5PSCE-15-0038a

1503A

Fredrick, Fredrick & Heller Engineers

230 South Dearborn St Chicago, Illinois 60604

OH 44113

NOAA Office Renovation

John Bolovan 24x36

11/18/2015

13 ROH00736

OH0301ZZ

Perspectus Architecture

Scale

4' 8' 16'

1/8" = 1'-0"

Partial 13th Floor Plan 1 N

O R

T H

Scale

16" 32" 64"

1/2" = 1'-0"

Plan Detail 1 E3

Scale

16" 32" 64"

1/2" = 1'-0"

Plan Detail 2 E4

Scale

16" 32" 64"

1/2" = 1'-0"

Plan Detail 3 E5

Scale

16" 32" 64"

1/2" = 1'-0"

Plan Detail 4 E6

Flat portion over Conf. Rm. @ 11'-2"

5/8" GWB on standard metal framing. Contractor to provide kickers and support to building steel as required for stability.

Contractor may propose suspending GWB from cable and runner connections provided that stability is not compromised.

All GWB visible from below to be painted PT-2, typ.

Angle dimensions are approximate. See Conference Rm- North elevation, sheet A4-01 for reference start point of continuous slope.

Line of SC-1 @ 13'-8"

Angle dimensions are approximate. See conference room elevations for continuous slope determined by structure.

Inset wood perimeter trim to hold MSC-1. Continued at all perimeter edges of SC-1 where SC-1 drops below GWB.

1'-6"

Angled finished GWB to extend min 18" past edge of SC-1

Perforated metal screening (MSC-1) at perimeter edge of SC-1 to conceal visible gap wherever SC-1 drops below GWB mass.

155.00°

1/

2"

Perforated metal screening (MSC-1) at perimeter edge of SC-1 to conceal visible gap wherever SC-1 drops below GWB mass.

Inset wood perimeter trim to hold MSC-1. Continued at all edges of SC-1 where SC-1 drops below GWB.

Line of SC-1, @ 13'-8"

Steel bracing @ Max. 8'-0" O.C., typ.

MSC-1 side profile

MSC-1 screening in front of GWB mass, wherever SC-1 drops below GWB.

Acoustical batting

Line of SC-1 in front of GWB mass

10"

Extend MSC-1 10" (min.) past junction where GWB drops below SC-1

10"

Extend MSC-1 10" (min.) past junction where GWB drops below SC-1

1'-6"

Angled finished GWB to extend min 18" past edge of SC-1

Line of SC-1 in front of GWB mass

D1 A3-03

Open to Hall

GWB 13'-9"

Curved GWB soffit above storefront system.

5/8" GWB on standard metal framing or suspended onto main runners. Contractor to provide kickers and support to building steel @ 8'-0" O.C. (max.)

Angle aligned w/ wall start, and determined by slope of GWB soffit above wood lockers. See elevations.

1/

2"

Scheduled ACT ceilingSee RCP

1'-5"

Wood paneling above wood lockers

Segmented storefront system at Offices

YY

3"

Line of GWB office divider partition

A lig n

W O

R K

LI

N

E

1A at

C O

LU

M

N Y

Y

"Lightning Bolt" steel cable tray feature.

See addtl. details on sheet A3-02.

Hanger support straps at knuckle

Intermediate support

D4

A3-03

SC-1

GWB ceiling massGWB soffit above lockers

7' -1

0"Wood lockers

Ready Rm. bar counter

C4

A3-03

Termination into soffit above Ready Rm cabinets

M in

. 8

9' -0

98° +/-

Intermediate support

Painted steel cable tray.

Steel gauge: 11 (Min.)

Steel substrate to be smooth, suitable for primed and painted finish Paint: PT-4, gloss finish

Width varies, refer to RCP

D3 A3-03

Continuous reinforcement edge bracket with exposed steel fasteners.

1/

4"

Exposed steel fasteners to be painted PT-5, located min. (1) per every 16" of length.

All steel edges to be smooth, deburred. All welded corners/edges to be smooth, consistant appearance, typ.

Continuous reinforcement edge bracket with exposed steel fasteners.

See detail C4 this sheet for hanger support

1' -0

4"

Inset .89"W x .36"D continuous LED strip light, run full length of steel. Contractor to assure steel substrate is prepared and suitable for adhesion provided by light manufactuer. Coordinate w/ electrical plans.

1/

8"

7/8"

Steel fasteners to be painted PT-5, located min. (1) per every 16" of length.

Continuous reinforcement edge bracket/ channel with exposed steel fasteners.

7/8"

1/

4"

3/ 8"

3.5"W Stainless steel hangar support strap forms continuous loop around cable tray and attaches to scheduled ceiling with exposed, stainless steel bolt fasteners and washers.

Steel gauge: 11 (Min.)

No. 4 finish All corners welded with smooth even appearance

Provide 3" x 3" x 1/4" steel angle braced to structure above, concealed above ceiling as required for suspension of "Lightning Bolt" cable tray

Stainless steel hangar support strap continued from ceiling loop, fully around cable tray. Attach with exposed, unpainted bolt fasteners. See elevation this sheet for height, see also RCP.

Provide steel fillers beneath support strap as required to acheve stable, flush condition.

Continuous LED strip

Custom cable tray, see detail D4 this sheet to D

2/ A

3-

V ar ie s, R ef er

Continuous reinforcement edge bracket

Varies, see RCP

1 1/2" 1 1/2"Eq. spacing - 6" Max

See additional details this sheet

Small tray extends and overlaps into larger tray. See width dimensions on RCP.

Line of sloped GWB soffit above lockers

Stainless steel continuous hanger strap support w/ exposed, unpainted bolt fasteners.

Painted steel cable tray

Channel for inset continuous LED strip

Align

1'-9"

1'-11"

3 1/2"

7" 7"

Face of existing building exterior

GWB pocket and vertical transition at window perimeter, see RCP.

Acoustical ceiling manuf's "F" vertical transition moulding

Scheduled ACT ceiling lower than GWB soffit, see RCP.

Metal framing as required

Face of GWB at column end beyond

Perimeter soffit @ 13'-8"H Typ.

5/8" GWB on metal framing

Linear diffuser, see mechanical drawings

Scribe GWB edge to existing building window frame. Finish with clear sealant.

1'-10 1/2"

Face of existing building exterior

SC-1, See RCP for height. Hold offset continuous 1 1/2", all edges of SC-1 to be finished. All runners and hanging devices to be held back min. 1", sheilded from view below.

Black acoustical material between runners

1 1/2"

1"

1/

2"

Edge of of GWB partition at MIC Office

Dropped GWB soffit above storefront system

Storefront metal framing

A lig n

Start of GWB ceiling at Hall

1"

Line of SC-1 @ 13'-8"

Inset wood perimeter trim to hold MSC-1, finish exposed faces to match SC-1.

Acoustical batting

Profile of MSC-1 wrapped and attached to wood perimeter trim with concealed fasteners.

This edge detail to continue at perimeter edges of SC-1 where SC-1 drops below GWB, to screen HVAC and suspension framing/wires from view below.

1 1/4"5/8"

1/

2"

Hold consistant offset from GWB mass above.

FUTURE

TENANT PROJECT

SCOPE

ELEVATORS

N O

R T

H

Building Key Plan - Stokes 13th Floor not to scale

2'-0"

1'-1"

1'-8"

7" 7"

3 1/2"

Stainless steel continuous hanger strap w/ exposed unpainted bolt fasteners

Painted steel cable tray

Wall between Ops Stations and Collaboration Area

See section detail A5-02

R E G

I STERED ARCH