36C25019B0017-029.pdf

PDF 12 MB Posted Mar 28, 2019

Attached to: REPLACE SURGERY SUBSTATION 541-19-504 Federal contract opportunity
Solicitation number: 36C25019B0017
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

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36C25019B0017 S02 - Drawings.pdf

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36C25019C0189-000.docx	DOCX document	Jul 31, 2019
36C25019B0017-0002001.docx	DOCX document	May 8, 2019
36C25019B0017-0002000.docx	DOCX document	May 8, 2019
36C25019B0017-0001000.docx	DOCX document	May 3, 2019
36C25019B0017-026.docx	DOCX document	Mar 28, 2019
36C25019B0017-028.pdf	PDF	Mar 28, 2019
36C25019B0017-030.docx	DOCX document	Mar 28, 2019
36C25019B0017-027.pdf	PDF	Mar 28, 2019
36C25019B0017-031.docx	DOCX document	Mar 28, 2019
36C25019B0017-000.docx	DOCX document	Feb 4, 2019

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B-AC-3

B-AC-2B-B2

B-B3

B-B4

B-B5

B-C2

B-C3

B-C4

B-C5

B-D2

B-D3

B-D4

B-E3

B-E4

B-E2

B-F3

B-F4 B-C4

PROJECT

LOCATION

EAST BLVD.

E A

S T

B L V

MAGNOLIA DR.

H A

Z E

L D

E . 1

S T

MT. SINAI DR.

TIN

G D

Drawing Title

Approved: Division Chief

Location

Project Title Date

Checked Drawn DRAWING NO.Building Number

Project No.

Office of

Facilities

Management

Dwg. of o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

VA FORM 08-6231, OCT 1978 1

2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9 10

A B

C D

E F

FACILITY MANAGER

DATE

SHOP FOREMAN 138

APPROVALS

CHIEF Planning and Construction

DATE

CHIEF, Occupational Health & Safety

APPROVALS

DIRECTOR 00

DATE

ASSOCIATE DIRECTOR 00A (B)

APPROVALS

Approved: Service Director

CHIEF, IRMCHIEF, ENGINEERING 138

DEPARTMENT OF VETERANS AFFAIRS MEDICAL CENTER - WADE PARK

10701 EAST BLVD. CLEVELAND, OH. 44106

PROJECT NO.

Veterans Administration Medical Center

PROJECT AREA:

Replace substation +/-668sf Internal Mezzanine Addition +/-570sf

DESIGN CODES / CRITERIA:

VAMC Design Guide 2018 Life Safety Code (Precedence)

2018 IBC

2017 VA HVAC Design Manual

TYPE OF CONSTRUCTION: (LSC A.8.2.1.2)

Type II (222)

FIRE SUPPRESSION:

Fully Sprinklered, Existing to Remain

FIRE ALARM SYSTEM:

Existing to Remain

EXTERIOR BEARING WALLS: (LSC A.8.2.1.2)

2 Hours

INTERIOR BEARING WALLS: (LSC A.8.2.1.2)

2 Hours

STRUCTURAL FRAME / COLUMNS: (LSCA.8.2.1.2)

2 Hours (Supporting more than 1 floor)

FLOOR - CEILING ASSEMBLIES: (LSC A.8.2.1.2)

2 Hours

ROOF - CEILING ASSEMBLIES: (LSC A.8.2.1.2)

1 Hour

INTERIOR NONBEARING WALLS: (LSC A.8.2.1.2)

0 Hour

EXTERIOR NONBEARING WALLS: (LSC A.8.2.1.2)

0 Hour

EXIT ENCLOSURES: (LSC 7.1.3.2.1)

EXISTING; 1 HOUR

SMOKE BARRIERS: (LSC 18.3.7.3)

1 HOUR

EXIT ACCESS CORRIDORS: (LSC 18.3.6.2)

0 HOUR, SMOKE PARTITIONS (HEALTHCARE)

DRAWING INDEX

GENERAL

X.1 COVER SHEET

ARCHITECTURAL

1-A0 ABBREVIATIONS, SYMBOLS, GENERAL NOTES AND SITE PLAN

1-A1 PARTIAL PLANS

1-A2 PARTIAL EXTERIOR ELEVATION, BUILDING SECTIONS AND DETAILS

STRUCTURAL

1-S1 ELECTRICAL ROOM PLAN, NOTES AND DETAILS

MECHANICAL

1-M1 SURGERY PENTHOUSE MECHANICAL PLANS

ELECTRICAL

1-E1 ELECTRICAL LEGEND AND GENERAL NOTES

1-E2 PARTIAL FIRST AND SECOND FLOOR ELECTRICAL KEY PLAN

1-E3 PARTIAL THIRD FLOOR SURGERY PENTHOUSE AND ROOF ELECTRICAL KEY PLAN

1-E4 PARTIAL FIRST FLOOR ELECTRICAL PLAN

1-E5 PARTIAL SURGERY PENTHOUSE DEMO, LIGHTING, AND POWER PLANS

1-E6 ELECTRICAL ONE-LINE LEGEND AND NOTES

1-E7 ELECTRICAL ONE-LINE DIAGRAM

1-E8 SUBSTATION DETAILS

1-E9 ELECTRICAL DETAILS

U.S. GOVERNMENT PRINTING OFFICE: 1983-400-285

ARCH JOB NO.:

FULLY SPRINKLERED

SITE PLAN

Scale = None

True North

Barber & Hoffman, Inc.

Structural Engineer 2217 East 9th Street, Suite 350, Cleveland, Ohio 44115

Plan North

CODE INFORMATION

Perspectus Architecture LLC Architect 13212 Shaker Square Cleveland, Ohio 44120

Fredrick, Fredrick & Heller Engineers, Inc.

Mechanical & Electrical Engineer 672 East Royalton Road, Broadview Heights, Ohio 44147

PROJECT INFORMATION

PHASING GENERAL NOTES:

1. The work shall be accomplished in one phase, however, work shall be sequenced such that traffic in newly completed areas is minimized.

2. On-site roofing work shall only be performed between April 15 and November 30, or as otherwise approved by the COR.

3. Construction schedule is to include days of inclement weather, at no additional cost to the Owner.

4. Contractor to coordinate all work with the entire set of documents.

5. Contractor to cooperate with the Owner's occupancy of the facility and shall execute the work so as to interfere as little as possible with the normal functioning of the Medical Center. See also specification 01 00 00.

PROJECT DURATION:

Duration in Days from Notice Calendar Days to Proceed (NTP)

Preconstruction Activities 60 Days 1 - 60 On-site Construction 120 Days 61 - 180

Total project duration is 180 days from Notice to Proceed.

LIFE SAFETY GENERAL NOTES:

1. See X.1 Cover Sheet for applicable code information.

Replace Surgery

Substation 541-19-504

DRRN

Cover Sheet

X.1

541-19-504

100% CONSTRUCTION DOCUMENT SUBMISSION

DECEMBER 10, 2018

Replace Surgery Substation

18-129

10701 EAST BLVD. CLEVELAND, OHIO

KEY PLAN

Scale = None

Plan North

R E G

I STERED ARCH

I T E C T

WILLIAM

CURTISS

AYARS

E OF OHIO

William C. Ayars, License #7259 Expiration Date 12/31/2019

10 OFF

7 7

SYMBOLS

Building, wall and detail section mark

Interior/exterior elevation reference

Enlarged plan or detail reference

Column reference grids

Revision reference number

Wall 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 number46

A2-1

Crown typeXX

Wall finish

New Existing

Floor Plan Coded Note

Demolition Coded Note anchor bolt above air conditioning acoustic(al) acoustical ceiling tile adjacent above finish floor alternate aluminum anodized approximate architect(ural) automatic

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

BETW

BLDG

BLK

BLKHD

BOT

BRDG

BRG

BRK

BSMT

BUR

CFM

CLG

CLR

CLL

CNTR

CMU

COL

CONC

CONN

CONST

CONT

COORD

CORR

CTR

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

DBL

DEG

DEMO

DIA

DIM

DISP

DET

DWG

DWR

depth double degrees demolition diameter dimension dispenser down door down spout detail drawing drawer drywall 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

EIFS

ELEC

ELEV

EMERG

EQUIP

ETR

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

FCU

F/F

FDN

FEC

FHC

FIN

FLR

FLUOR

FRT

GALV

GYP BD

gauge galvanized general contractor glass grade gypsum board

HDBD

HDCPD

HDWR

HDWD

HORIZ

HPDL

HTG

HTR

HVAC

HWH

high 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

INCL

INSUL

INT

inside diameter inch include (inclusive) insulation interior janitor joist

JAN

JST

knock down knock out

LAM

LAV

LIM

LTG

LVR

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

MARB

MAS

MAT

MAX

MECH

MEMB

MFR

MIN

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

N/A

NIC

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

OCAFF

OHDR

OPH

OVRD

O/O

OP'G

OPP

OPT

PLBG

PMLD

PNL

PLYWD

POL

PREFIN

PREFAB

PROJ

PSC

PSF

PSI

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

RAD

RAG

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

SCHED

SDL

SECT

SHT

SIM

SPEC

SPKR

SPKLR

SPR

SQ IN

STD

STL

STOR

STRUC

SUCP

SYS

T T/G or T&G

TEL

TEMP

TEMP'D

TERR

THK

THLD

TOC

TOS

TOD

TOM

TOJ

TOP

TOW

TYP

thread tongue and groove tempered glass trench drain telephose temporary tempered terrazzo 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

UNFIN

UNLIM

UNO

VERT

VEST

VIF

vertical vestibule verify in field

W W/ W/O W/W

WIN

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

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

FTG

FURR

FVC

MISC

MTD

MTG

MTL

MULL

miscellaneous masonry opening mounted mounting metal mullion

PBD

PCF

PERIM

PG BD

PLAS

PLAM

particle board pounds per cubic foot perimeter peg board plate plastic plastic laminate

REINF

REQ'D

RES

RET

REV

RVS

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

P A R K I N G G A R A G E

S E R V I C E C O U R T

M A G N O L I A D R I V E

E A

S T

R E

E T

E A S T B O U L E V A R D

E A

S T

R E

E T

M A R T I N L U T H E R K I N G J R D R I V E

C L E V E L A N D M U S E U M O F N A T U R A L H I S T O R Y

C R A W F O R D A U T O A V I A T I O N M U S E U M

L O U I S S T O K E S C L E V E L A N D V A M E D I C A L C E N T E R

PROJECT

LOCATION

W A D E P A R K V A A D M I N I S T R A T I O N

B L D G M T Z I O N

C O N G R E G A T I O N A L C H U R C H

See Site Plan General Note 3

Adjacent project staging area may occur

Do not block emergency exits

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

R E G

I STERED ARC

I T E C T

WILLIAM

CURTISS

AYARS

E OF OHIO

William C. Ayars, License #7259 Expiration Date 12/31/2019

DESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION

DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY

PROHIBITED WITHOUT THE EXPRESSED WRITTEN

CONSENT OF PERSPECTUS ARCHITECTURE.

13212 Shaker Square Suite 204 Cleveland, Ohio 44120 P. 216.752.1800 F. 216.752.3833

CONSULTANTS: ARCHITECT:

Drawing Title

Approved: Project Director Location

Project Title

Date Checked Drawn

Drawing Number

Building Number

Project Number

Office of Facilities

Management

Dwg. of o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 7 8 9 10

VAMC - WADE PARK

Revisions: Date

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENT SUBMISSION 12/10/18

Consulting Engineers

BARBER & HOFFMAN, INC.

1100 West 9th Street Cleveland, OH 44113-1003 216-875-0100/ (F) 216-875-0111 barberhoffman.com

Replace Surgery Substation

541-19-504

DRRN

General Information and Site Plan

1-A0 12/10/18

SITE PLAN GENERAL NOTES

1. Contractor to obtain, and include in their bid, all necessary approvals and permits from all authorities having jurisdiction for crane location.

2. Contractor shall restore, to it's original condition, any landscaping or other site elements damaged as a result of any contractor activities.

3. Contractor dumpster,staging and portable toilet area shall be secured to deter unauthorized access to project area. Coordinate with VA and adjacent project contractor.

Scale

40' 80' 160' 1" = 80'-0"

Site Plan

GENERAL NOTES

B-B3

B-B4

B-B5

B-C2

B-C3

B-C4

B-C5

B-D2

B-D3

B-D4

B-E3

B-E4

B-E2

B-F3

B-F4 B-C4

PROJECT

LOCATION

DEMOLITION PLAN LEGEND

Existing construction to remain

Construction to be demolished

# Number represents coded demolition note

16C 18E 20A

P R O J E C T S C O P E

'-0

EXIST Membrane roof assembly to remain

EXIST HVAC

plenum to remain

Portion of EXIST Metal grate floor assembly to remain

52'-4" +/-

'-8

16C 18E 20A

1-A201

1-A2

P R O J E C T S C O P E

1-A2

EXIST Membrane roof assembly to remain

Portion of EXIST Metal grate floor assembly to remain

EXIST HVAC

plenum to remain

3'-0"

38'-0"

'-0

K no ck O ut P an el

'-0 x

-1

3' -0

WALL LEGEND

Existing construction to remain

New construction

Number represents coded plan note#

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

R E G

I STERED ARC

I T E C T

WILLIAM

CURTISS

AYARS

E OF OHIO

William C. Ayars, License #7259 Expiration Date 12/31/2019

DESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION

DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY

PROHIBITED WITHOUT THE EXPRESSED WRITTEN

CONSENT OF PERSPECTUS ARCHITECTURE.

13212 Shaker Square Suite 204 Cleveland, Ohio 44120 P. 216.752.1800 F. 216.752.3833

CONSULTANTS: ARCHITECT:

Drawing Title

Approved: Project Director Location

Project Title

Date Checked Drawn

Drawing Number

Building Number

Project Number

Office of Facilities

Management

Dwg. of o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 7 8 9 10

VAMC - WADE PARK

Revisions: Date

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENT SUBMISSION 12/10/18

Consulting Engineers

BARBER & HOFFMAN, INC.

1100 West 9th Street Cleveland, OH 44113-1003 216-875-0100/ (F) 216-875-0111 barberhoffman.com

Replace Surgery Substation

541-19-504

DRRW

Partial Plans

1-A1 12/10/18

DEMOLITION GENERAL NOTES

A Refer to specifications section 02 41 00 - Demolition for additional requirements and information.

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

C 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 temporary partitions with Owner.

D 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.

E Existing roof demolition shall include, but not be limited to, removal of existing roof membrane, insulation, cover board (where present), flashing, base flashing, counterflashing, wood blocking, walkway pads (where present) and other features to bare concrete, including the coping, edge metal and any residual adhesive. Inspect the deck for damages. Make repairs as specified, clean and repair deck, apply primer, install blocking and specified vapor retarder / temporary roof system to ensure a weathertight system at the end of each work day.

F Existing curtainwall demolition shall include, but not be limited to, removal of glazing, vertical and horizontal aluminum mullions, anchor clips, flashing, insulation and wood blocking. Prepare existing remaining surfaces for new work.

G Remove MISC items within limits of demolition. COORD with Owner any items to be salvaged.

H After removal of existing roof membrane and curtainwall, the COR must inspect substrates, such as concrete structure, decks, blocking, cant strips, etc.. The COR will determine if these concealed items must be repaired or replaced. This applies to all concealed items.

I Contractor to include as a seperate line item in Contractors Schedule of Values, the leveling of a total of 200SF of concrete roof deck. See also specification 07 55 20.

J The contractor shall keep sufficient materials available on the project site to cover work in progress in the event of an unanticipated rain event.

K Dispose of all demolition debris in accordance with the specifications and all federal, state and local codes and ordinances.

DEMOLITION CODED NOTES

1 Carefully remove portion of existing steel grate floor and associated framing. Rework and provide additional support framing at perimeter of existing to remain.

2 Remove portion of existing aluminum composite wall assembly.

3 Remove existing door, frame and associated hardware.

4 Carefully remove existing exterior stair assembly, support post and curbs, salvage for reinstall.

KEY PLAN

NTS

Scale

4' 8' 16' 1/8" = 1'-0"

Penthouse Plan - Demolition02 Scale

4' 8' 16' 1/8" = 1'-0"

Penthouse Plan - New01

FLOOR AND ROOF PLAN GENERAL NOTES

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

B All dimensions are to finish face of wall unless noted otherwise.

FLOOR AND ROOF PLAN CODED NOTES

1 Existing relocated galvanized steel stair / railing assembly. Rework EXIST railing at landing and add additional GALV STL pipe / tube railing system, to match existing.

Paint entire assembly.

2 08 11 13 - 3'-0" x 7'-0" galvanized steel door and frame, paint to match existing.

3 32 31 13 - 4'-0" x 7'-10" Lockable gate.

4 Exterior wall infill, to match and be flush with existing adjacent wall to remain. Provide

10'-0" x +/-13'-8" knock out panel as shown. Field verify existing wall make-up.

5 32 31 13 - 8'-0"H chainlink fence assembly.

6 05 51 00 - Steel stair assembly with 05 52 13 - Pipe and tube railings 7 Composite deck, COORD with STRUCT DWGS 8 32 31 13 - 3'-0" x 7'-10" Lockable gate.

B-B3

B-B4

B-B5

B-C2

B-C3

B-C4

B-C5

B-D2

B-D3

B-D4

B-E3

B-E4

B-E2

B-F3

B-F4 B-C4

PROJECT

LOCATION

PENTHOUSE

696' - 5 1/4"

PENTHOUSE

ROOF

718' - 7 3/16"

ROOF

691' - 11 1/4"

YYXXUU VV

EXIST ALUM COMP wall panel system to remain

EXIST relocated GALV STL stair / railing assembly. See Floor and Roof Plan

Coded Note 1 for ADDL INFO.

08 11 13 - GALV STL door and frame, paint to match EXIST

N ew

M C

O M

L In fil l

8' -6

N ew

M C

O M

P Kn oc k-

O ut

P N

'-8

New ALUM COMP Knock-Out PNL .10'-0"

New ALUM COMP PNL Infill 7'-0"

PENTHOUSE

696' - 5 1/4"

PENTHOUSE

ROOF

718' - 7 3/16"

ROOF

691' - 11 1/4"

16C

17B 18E 20A

1-A2

Composite deck, see STRUCT DWGS

Existing floor slab to remain

Existing roof assembly to remain

Existing STL framing to remain

32 31 13 - 8'-0"H chainlink fence assembly

Existing metal grate to remain

8' -0

PENTHOUSE

696' - 5 1/4"

PENTHOUSE

ROOF

718' - 7 3/16"

ROOF

691' - 11 1/4"

XX UU ssVV

1-A2

Composite deck, see STRUCT DWGS

Existing floor slab to remain

Existing roof assembly to remain

Existing metal grate to remain

Existing STL girders / beams to remain

New EXT wall infill, to match EXIST

32 31 13 - 8'-0"H chainlink fence assembly.

New EXT wall Knock-Out PNL, to match EXIST wall make-up and finish.

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

R E G

I STERED ARC

I T E C T

WILLIAM

CURTISS

AYARS

E OF OHIO

William C. Ayars, License #7259 Expiration Date 12/31/2019

DESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION

DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY

PROHIBITED WITHOUT THE EXPRESSED WRITTEN

CONSENT OF PERSPECTUS ARCHITECTURE.

13212 Shaker Square Suite 204 Cleveland, Ohio 44120 P. 216.752.1800 F. 216.752.3833

CONSULTANTS: ARCHITECT:

Drawing Title

Approved: Project Director Location

Project Title

Date Checked Drawn

Drawing Number

Building Number

Project Number

Office of Facilities

Management

Dwg. of o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 7 8 9 10

VAMC - WADE PARK

Revisions: Date

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENT SUBMISSION 12/10/18

Consulting Engineers

BARBER & HOFFMAN, INC.

1100 West 9th Street Cleveland, OH 44113-1003 216-875-0100/ (F) 216-875-0111 barberhoffman.com

Replace Surgery Substation

541-19-504

DRRN

Partial Exterior Elevation, Building Sections and Details

1-A2 12/10/18

KEY PLAN

NTS

Scale

2' 4' 8' 1/4" = 1'-0"

Partial Exterior Elevation01

Scale

2' 4' 8' 1/4" = 1'-0"

Building Section B03 Scale

2' 4' 8' 1/4" = 1'-0"

Building Section A02

DESIGN LOADS (IBC 2015)

Floor live load

Mezzanine ---------------------------------------------------------------------------- 100 psf

GENERAL

1. All new construction shall comply with the Contract Documents and the Building

Code.

2. Typical details and general notes apply to all parts of the work except where specifically detailed or unless otherwise noted.

3. The structural drawings illustrate structural members. Refer to architectural, mechanical, and electrical drawings for non-structural items which require special provisions during the construction of the structural members.

4. Drawings are not to be scaled.

5. Refer to architectural plans for floor depressions, openings, slopes, drains, curbs, pads, embedded items, non-bearing partitions, etc. Refer to mechanical and electrical plans for sleeves, openings, and hangers for pipes, ducts, and equipment.

6. No pipes or ducts shall be embedded into structural members unless so shown on the plans or approved by the Engineer.

7. The Contractor shall verify and be responsible for all dimensions and conditions which impact the work. Field verify sizes, elevations, hole locations, etc., prior to fabrication.

8. The Contractor shall carefully review the drawings to identify the scope of work required, visit the site to relate the scope of work to existing conditions and determine the extent to which those conditions and physical surroundings will impact the work.

9. Existing conditions as shown on these plans are for reference only. The

Contractor is required to field verify all existing conditions prior to construction.

10. Locate existing underground utilities in areas of construction. Coordinate with utility companies for any shut-off requirements of still active lines.

11. The Contractor shall resolve any conflicts on the drawings or in the specifications with the Architect/Engineer before proceeding with the work.

12. Any deviation, modification, or substitution from the approved set of structural drawings shall be submitted to the Owner, Architect, and Engineer for review/approval prior to its use or inclusion on the shop drawings.

13. The Contractor shall provide all necessary shores, braces, and guys required to support all loads to which the building structure and components, soils, other structures, and utilities may be subjected during construction. Shoring systems shall be designed, signed, and sealed by a professional engineer licensed in the jurisdiction where the project is located.

14. The Contractor shall provide means, method, techniques, sequence, and procedure of construction as required.

15. The Contractor shall protect all work, materials, and equipment from damage and shall provide proper storage facilities for materials and equipment during construction.

16. Site visits performed by the Architect/Engineer do not constitute inspections of means and methods of construction performed by the Contractor.

17. Structural observations performed by the Architect/Engineer during construction are not the continuous and special inspection services and do not waive the responsibility for the inspections required of the Building Department Inspector or the testing agency. Observations also do not guarantee the Contractor's performance and shall not be considered as supervision of construction.

18. The Contractor shall review shop drawings for completeness and compliance with contract documents. The Contractor shall stamp shop drawings prior to submission to the Architect and Engineer.

19. Review of the shop drawings by the Architect's Engineers shall not be construed as an authorization to deviate from the Contract Documents.

20. Shop drawings will not be processed if they are incomplete, lack coordination with relevant portion of contract documents, lack calculations if required, or if deviations, modifications, and substitutions are indicated without prior written approval from the

Architect/Engineer.

CONCRETE CONSTRUCTION

1. All concrete construction shall be in accordance with the latest Building Code

Requirements for Structural Concrete ACI 318 and ACI Detailing Manual.

2. Furnish bar supports where necessary during construction.

3. Provide pipe sleeves and inserts in concrete work where required. See architectural and mechanical drawings.

4. Horizontal floors shall be finished level. The slab thickness noted is minimum. Add concrete as necessary to overcome member deflections. Shored construction shall be finished to a constant depth.

5. Drawings show typical reinforcing conditions. Contractor shall prepare detailed placement drawings of all conditions showing quantity, spacing, sizes, clearances, laps, intersections, and coverage required by the structural details, applicable code, and trade standards. Contractor shall notify reinforcing inspector of any adjustments from typical conditions which are proposed in placement drawings to facilitate field placement of reinforcing steel and concrete.

6. Bar bends shall be made cold. Bars shall not be bent after any portion of the bar is encased in concrete.

7. Lap all splices 30 bar diameters.

STEEL CONSTRUCTION

1. Steel detailing, fabrication, and erection shall conform to the AISC Specification for

Structural Steel Buildings and Code of Standard Practice, and the AWS Structural

Welding Code.

2. Stresses occurring during fabrication, shipment, and erection shall be temporary and not excessive. Stresses at all times shall be less than design and allowable stresses. The full design and load-carrying capacity of the steel work shall not be impaired due to fabrication, shipment, or erection procedures. Throughout the complete process, the stability of all individual members and assembles shall be maintained.

3. The Contractor shall be responsible for the control of all erection procedures and sequences with relation to temperature differentials and weld shrinkage.

4. All additional steel required for erection purposes shall be provided at no additional cost and shall be removed unless approved by the Owner in writing.

5. Connections - welded or high strength bolted:

A. High-strength bolts shall be installed in accordance with "Specifications for

Structural Joints Using ASTM A325 or A490 Bolts".

B. A325SC or A490SC with hardened washers: use for all moment connections, wind connections, hangers, and other connections as noted on drawings.

C. A325N or A490N with hardened washers: use for all connections other than slip critical connections.

D. Provide hardened washers under nuts at all high-strength bolts, except where plate washers are used per AISC Specifications.

E. Unless snug tight connections are noted on the drawings as being permitted, all bolts should be tightened to full pretensioning load.

F. Use standard holes with the following exception: short slotted holes are permitted for shear loading perpendicular to the slot.

G. Where minimum AISC fillet weld thickness requirement exceeds welds shown on details, or weld size is not specified, provide minimum AISC weld.

H. Wherever possible, use framed beam connections as listed in Tables 10-1 to

10-3 of AISC Manual of Steel Construction, 13th edition. The length of connection shall not be less than one-half of the T distance of the beam web.

I. Where reaction is noted, develop same. Where not noted, for non-composite beams, connections shall develop one-half of the total uniform load capacity of the beam; for composite beams, see table listed in typical details.

6. Welding electrodes shall be E70XX except where other electrodes are required for compatibility with material being welded.

7. Shop drawings are required and shall note type of electrodes, size of all welds, and type and size of all bolts. Shop drawings shall be prepared under the supervision of a professional engineer licensed in the jurisdiction where the project is located.

8. Primer:

A. Clean surfaces to remove loose rust and mill scale and spatter, slag, or flux deposits. Prepare surfaces according to the following specifications and standard: SSPC-SP 2, "Hand Tool Cleaning" .

B. Do not paint beams that are encased in concrete or that are to receive sprayed-on fireproofing.

C. Omit paint at slip critical connections and areas to be welded.

D. Provide chemically active, modified alkyd primer at 2.5 mils dry thickness.

9. See all contract drawings for miscellaneous steel requirements.

10. All shop and field welding shall be performed by a recently certified welder.

11. All welding and high strength bolting must be inspected by a qualified testing laboratory. Laboratory shall be approved by the Architect and/or Engineer.

12. Do not weld to existing steel without written approval from the Engineer or as noted on drawings.

13. Provide fills at splices of parts differing by more than 1/8" in thickness.

14. Miscellaneous hanging loads such as stair stringers, pipes, mechanical units, etc., supported by steel members shall be applied in such a manner that no torsional forces are induced in the steel members, i.e., loads shall pass through the centerline of wide flange sections and through the shear center of channels.

DESIGN STRESSES

Concrete minimum compressive strength in 28 days ------------------------------- f'c = 4,000 psi

Reinforcing bars (ASTM A615, Grade 60) --------------------------------------------- Fy = 60,000 psi

Welded wire reinforcement (ASTM A1064) ------------------------------------------- Fy = 70,000 psi

Structural steel W shapes (ASTM A992 or ASTM A572/50) ---------------------- Fy = 50,000 psi

Structural steel other shapes (ASTM A36) -------------------------------------------- Fy = 36,000 psi

Metal decks (ASTM A653)

Composite floor deck --------------------------------------------------------------- Fy = 50,000 psi

#3 DOWEL

CHAMFER

CONCRETE SLAB

EXISTING SLAB

DRILL 1"ø HOLE IN

EXISTING SLAB. SET

1/2"ø DEFORMED ROD

IN NON-SHRINK GROUT

#3 AT 12" ON

CENTER - MID

DEPTH OF SLAB)

ADDED TOP BARS.

SEE SCHEDULE

FOR DETAILS

(1)#4 CONT.

EDGE SCREED

BY METAL DECK

CONTRACTOR

(SEE NOTE 5)

EXTEND DECK

TOP BAR CHAIR

SUPPORT (EACH END)

COMPOSITE DECK

ADDITIONAL BOTTOM

BARS MAY OCCUR.

SEE PLAN FOR SIZE

AND EXTENTS

WWR SUPPORT

(SEE NOTE 1)

WWR SHALL BE

CONT. OVER GIRDER

#4@12" x 5'-0"

ADDED TOP BARS.

SEE SCHEDULE FOR

DETAILS

(1)#4 CONT.

EDGE SCREED BY

METAL DECK CONTR.

(SEE NOTE 5)

GIRDER

WWR SUPPORT

TOP BAR CHAIR

SUPPORT (EACH END)

BEAMS

FOR COMPOSITE GIRDERS

WITH STUDS, STOP DECK AS

NOTED AND PROVIDE

CLOSURE PLATE AS

REQUIRED

GIRDER

C L E

A R

C L E

A R

6" FROM CORNERS

& 3'-0" O.C. MAX.

AROUND PERIMETER

T t

CANTILEVER

DIM. "A"3A

CANTILEVER

DIM. "A"3A

NOTES:

1. BASE SLAB PREPARATION:

A. NEW: CLEAN & WET SLAB PRIOR TO POURING PAD.

B. EXISTING: CLEAN & ROUGHEN SLAB AND APPLY BONDING AGENT PER

MANUFACTURER'S WRITTEN DIRECTIONS.

2. CURING - CURE FOR 7 DAYS BY EITHER OF THE FOLLOWING METHODS:

A. COVER WTIH BURLAP & KEEP CONTINUOUSLY WET.

B. COVER WITH 6 MIL POLYETHYLENE PLASTIC SHEETING. TAPE TO BASE

SLAB AND ALL JOINTS

MECHANICAL HOUSKEEPING PAD DETAIL

EXISTING CONSTRUCTIONNEW CONSTRUCTION

NOTES:

1. WWR MUST BE POSITIVELY SUPPORTED PRIOR TO PLACING

CONCRETE (SEE DETAIL FOR DIMENSIONS). DEPRESS WWR AS

REQUIRED AT TOP REINFORCING ONLY.

2. LAP MESH THE GREATER OF 2 WIRE SPACES (3 CROSS WIRES) OR 8".

3. PROVIDE (1) #5 x 4'-0" DIAG. TOP AT ALL RE-ENTRANT CORNERS. MAY

OMIT AT CONSTRUCTION JOINTS. (SIM. TO FLOOR OPENING DETAIL).

4. DECK GAGE SHOWN IS MINIMUM. INCREASE DECK GAGE OR SHORE

CONSTRUCTION WHERE DECK SPAN EXCEEDS THE MAXIMUM

UNSHORED CLEAR SPAN PER SDI.

5. FOR "A" GREATER THAN 11", SHORE CANTILEVER, FORM EDGE, OR

FURNISH STEEL BENT PLATE. SIZE PLATE TO CARRY WET WEIGHT OF

CONCRETE & CONSTRUCTION LIVE LOADS.

-1

M A

C L E

A R

T O

W W

THICKNESS OF

CONC. OVER

DECK

L E

A R

2" CLEAR (SINGLE

ROW OF STUDS)

5" CLEAR (2 ROWS

OF STUDS)

TOTAL

DEPTH

3"3"

A≤4"

4"<A≤16"

16"<A≤24"

L E

A R

DIM. "A"

WWR ONLY

#3@12"

#4@12"

REINFORCING

TOP BARS AT CANT.

SLAB SCHEDULE

MARK

S-5 t

5" LIGHT WEIGHT

CONCRETE METAL DECK

2", 20 GAUGE, GALVANIZED

REINFORCING

6x6-W2xW2 WWR

DETAILS FOR COMPOSITE DECK CONSTRUCTION

DETAILS OVER GIRDERS

(PARALLEL TO DECK)

(PERPENDICULAR TO DECK)

DETAILS OVER BEAMS

S-5 1/2 3 1/2" 5 1/2" NORMAL WEIGHT 2", 20 GAUGE, GALVANIZED 6x6-W2xW2 WWR

PLAN NOTES:

1. ELEVATIONS ARE REFERENCED FROM EXISTING FINISHED

ROOF SLAB = 691.94'± = (0'-0").

2. TOP OF STEEL AT EXISITNG PENTHOUSE = (+4'-6"±).

PLAN LEGEND:

S-X COMPOSITE CONCRETE SLAB ON METAL DECK - SEE

TYPICAL DETAIL FOR SCHEDULE.

[XX] NUMBER OF 3/4" DIAMETER HEADED SHEAR CONNECTORS

20A18E

E X

W x

E X

W x

EX. W14x26

EX. W16x40

EX. W24x76

EX. W16x40

EX. W16x26

EX. W14x26

E X

W x

EX. W14x26EX. W14x26

E X

C x .9

E X

W x

E X

W x

EX. W8x10 EX. W8x10

25'-8 1/4" ±

S -5

[14]

[18]

[14]

EX. W14x26

EX. W16x40

EX. W14x26

E X

W x

E X

W x

25'-8 1/4" ±

[14]

[18]

[14]

E X

W x

EX. W8x10

W x

W x 0 EX W8x10

E X

REMOVE (3)

EXISTING W8x10

G R

E E I

BARBER & HOFFMAN, INC.

S T

AOI

R P

F O

OHTA

HALIM

SAAB

56513

R D

OE F

E N

E R

DESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY PROHIBITED

WITHOUT THE EXPRESSED WRITTEN CONSENT OF

PERSPECTUS ARCHITECTURE.

13212 Shaker Square Suite 204 Cleveland, Ohio 44120 P. 216.752.1800 F. 216.752.3833

CONSULTANTS:::: ARCHITECT::::

Drawing Title

Approved: Location

Project Title

Date Checked Drawn

Drawing Number

Building Number

Project Number

Office of

Facilities

Management

Dwg. of o n e e ig h th in c o n e fo o t o n e q u a rt e r in c e fo o t th re e e ig h th s in c e fo o t o n e h a lf in c e fo o t th re e q u a rt e rs in c e fo o t o n e in c e fo o t o n e a n d o n e h a lf in c h e s e fo o t th re e in c h e s e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 7 8 9 10

VAMC - WADE PARK

Consulting Engineers

BARBER & HOFFMAN, INC.

1100 West 9th Street Cleveland, OH 44113-1003 216-875-0100/ (F) 216-875-0111 barberhoffman.com

Revisions: Date

FULLY SPRINKLERED

NOT FOR CONSTRUCTION

12/10/1865% Construction Documents Submission 09/26/18

100% Construction Documents Submission 12/10/18

REPLACE SURGERY

SUBSTATION

541-19-504

JAMJAM

ELECTRICAL ROOM PLAN,

NOTES, AND DETAILS

1-S1

1/8" = 1'-0"

PARTIAL PENTHOUSE FRAMING PLAN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT:

o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321 10

Revisions: Date

Office of Facilities

ManagementDESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY PROHIBITED

WITHOUT THE EXPRESSED WRITTEN CONSENT OF

PERSPECTUS ARCHITECTURE.13212 Shaker Square Suite 204 Cleveland, Ohio 44120

P. 216.752.1800 F.216.752.3833 Revisions: Date

541-19-504

12/10/18

Replace Surgery

Substation

Consulting Engineers

1100 West 9th Street Cleveland, OH 44113-1003 216-875-0100/ (F) 216-875-0111 barberhoffman.com

65% Construction Documents Submission 09/26/18

100% Construction Documents Submission 12/10/18

VAMC - WADE PARK

74490

L.D. HENDRIX, JR

O F

I R

NOI

N E

DERT

L EA

E I N

TEA HF OO

SCALE: 1/8" = 1'0"

4' 8' 16' 32'

SURGERY PENTHOUSE MEZZANINE MECHANICAL

DEMOLITION PLAN

SCALE: 1/8" = 1'0"

4' 8' 16' 32'

SURGERY PENTHOUSE FLOOR MECHANICAL

DEMOLITION PLAN

SCALE: 1/8" = 1'0"

4' 8' 16' 32'

SURGERY PENTHOUSE FLOOR

MECHANICAL PLAN

1-M1

LDHLDH

Surgery Penthouse

Mechanical Plans

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT:

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321 10

Revisions: Date

Office of Facilities

ManagementDESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY PROHIBITED

WITHOUT THE EXPRESSED WRITTEN CONSENT OF

PERSPECTUS ARCHITECTURE.13212 Shaker Square Suite 204 Cleveland, Ohio 44120

P. 216.752.1800 F.216.752.3833 Revisions: Date

541-19-504

12/10/18

Replace Surgery

Substation

59459

M.P. LONG

O F

I R

NOI

N E

DERT

L EA

E I N

TEA HF OO

Consulting Engineers

1100 West 9th Street Cleveland, OH 44113-1003 216-875-0100/ (F) 216-875-0111 barberhoffman.com

65% Construction Documents Submission 09/26/18

100% Construction Documents Submission 12/10/18

VAMC - WADE PARK

1-E1

CPCMPL

Electrical Legend and General Notes

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT:

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321 10

Revisions: Date

Office of Facilities

ManagementDESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY PROHIBITED

WITHOUT THE EXPRESSED WRITTEN CONSENT OF

PERSPECTUS ARCHITECTURE.13212 Shaker Square Suite 204 Cleveland, Ohio 44120

P. 216.752.1800 F.216.752.3833 Revisions: Date

541-19-504

12/10/18

Replace Surgery

Substation

59459

M.P. LONG

O F

I R

NOI

N E

DERT

L EA

E I N

TEA HF OO

Consulting Engineers

1100 West 9th Street Cleveland, OH 44113-1003 216-875-0100/ (F) 216-875-0111 barberhoffman.com

65% Construction Documents Submission 09/26/18

100% Construction Documents Submission 12/10/18

VAMC - WADE PARK

SCALE: 1/8" = 1'0"

4' 8' 16' 32'

PARTIAL FIRST FLOOR SURGERY ELECTRICAL PLAN

SCALE: 1/8" = 1'0"

4' 8' 16' 32'

PARTIAL SECOND FLOOR SURGERY ELECTRICAL PLAN

1-E2

CPCMPL

Partial First and Second

Floor Electrical Key Plan

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT:

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321 10

Revisions: Date

Office of Facilities

ManagementDESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY PROHIBITED

WITHOUT THE EXPRESSED WRITTEN CONSENT OF

PERSPECTUS ARCHITECTURE.13212 Shaker Square Suite 204 Cleveland, Ohio 44120

P. 216.752.1800 F.216.752.3833 Revisions: Date

541-19-504

12/10/18

Replace Surgery

Substation

59459

M.P. LONG

O F

I R

NOI

N E

DERT

L EA

E I N

TEA HF OO

Consulting Engineers

1100 West 9th Street Cleveland, OH 44113-1003 216-875-0100/ (F) 216-875-0111 barberhoffman.com

65% Construction Documents Submission 09/26/18

100% Construction Documents Submission 12/10/18

VAMC - WADE PARK

SCALE: 1/8" = 1'0"

4' 8' 16' 32'

PARTIAL THIRD FLOOR SURGERY PENTHOUSE AND ROOF PLAN

SCALE: 1/4" = 1'0"

2' 4' 8' 16'

ENLARGED SURGERY PENTHOUSE ELECTRICAL ROOM PLAN

COORDINATION GENERAL NOTES:

1. DIMENSIONS INDICATED ARE PER BASIS OF DESIGN EQUIPMENT AND ARE INCLUDED FOR REFERENCE

ONLY. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATION DRAWINGS WITH ELECTRICAL

EQUIPMENT SUBMITTAL FOR APPROVAL. COORDINATION DRAWINGS SHALL INCLUDE EQUIPMENT

DIMENSIONS, STRUCTURAL STEEL LAYOUT, NEW AND EXISTING ROOM WALLS, EXISTING SERVICES (HVAC, PLUMBING, ELECTRICAL, ETC) AND SHALL BE DIMENSIONED TO VERIFY REQUIRED NEC CLEARANCES.

ELECTRICAL EQUIPMENT SUBMITTALS WILL NOT BE APPROVED WITHOUT PROPER COORDINATION

DRAWINGS.

NOT TO SCALE

ROOF CONDUIT SUPPORT ELEVATION

MEDIUM

VOLTAGE

FEEDER

MEDIUM

VOLTAGE

FEEDER

N-MDP

FEEDER

N-MDP

FEEDER

B1PHN1

FEEDER

B1PHN1

FEEDER

DPHLL1

FEEDER

DPHLL1

FEEDER

UV-INHIBITED POLYCARBONATE OR

HIGH-DENSITY POLYPROPYLENE PLASTIC BLOCK,

LENGTH AS REQUIRED

CONDUIT CLAMP,

SIZE AS REQUIRED

INTEGRAL GALVANIZE LIPPED STEEL MOUNTING

CHANNEL. CREATE STRUCTURE FOR RACK

MOUNTING OF CONDUIT WITH THREADED ROD,

LOCKING SQUARE WASHER, AND LOCK NUTS

CODED NOTES:

1 LOCATION OF EXISTING PENTHOUSE FLOOR STRUCTURAL STEEL PER RECORD DRAWINGS. STRUCTURE

OUTSIDE OF NEW ROOM AREA IS NOT SHOWN. FIELD COORDINATE EXACT LOCATION AND COORDINATE

CONDUIT STUB-UP LOCATIONS INTO EQUIPMENT TO AVOID EXISTING STRUCTURAL SUPPORTS.

6" 6" 4-3/8" 4-3/8"

GROUND

MIN. MIN. MIN. MIN.

1-E3

CPCMPL

Partial Third Floor

Surgery Penthouse and Roof

Electrical Key Plan

FLASH NEW CONDUIT RACK INTO EXISTING ROOF.

PROVIDE NECESSARY ACCOMMODATIONS TO

MATCH EXISTING ROOF MEMBRANE AND RATINGS.

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT:

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321 10

Revisions: Date

Office of Facilities

ManagementDESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY PROHIBITED

WITHOUT THE EXPRESSED WRITTEN CONSENT OF

PERSPECTUS ARCHITECTURE.13212 Shaker Square Suite 204 Cleveland, Ohio 44120

P. 216.752.1800 F.216.752.3833 Revisions: Date

541-19-504

12/10/18

Replace Surgery

Substation

59459

M.P. LONG

O F

I R

NOI

N E

DERT

L EA

E I N

TEA HF OO

Consulting Engineers

1100 West 9th Street Cleveland, OH 44113-1003 216-875-0100/ (F) 216-875-0111 barberhoffman.com

65% Construction Documents Submission 09/26/18

100% Construction Documents Submission 12/10/18

VAMC - WADE PARK

SCALE: 1/4" = 1'0"

2' 4' 8' 16'

PARTIAL FIRST FLOOR SURGERY ELECTRICAL PLAN

CODED NOTES:

1 EXISTING 11.4KV INCOMING ELECTRICAL SERVICE PULLBOX. SPLICE AND EXTEND 11.4KV FEEDERS WITHIN BOX AND EXTEND CONDUIT AND CONDUCTORS ROUTE UP TO ROOF. REFER TO SECOND FLOOR

AND ROOF PLANS FOR CONTINUATION. REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR FEEDER SIZE

REQUIREMENTS.

NEW FEEDERS DOWN FROM ROOF THROUGH SECOND FLOOR. OFFSET FEEDERS AND TERMINATE

CONDUITS IN NEW WIRE TROUGH.

PROVIDE NEW 16"W x 16"D' x 4'H WIRE TROUGH ON EACH SIDE OF EXISTING WALL APPROXIMATELY AT LOCATION SHOWN. PROVIDE 4" CONDUIT SLEEVES THROUGH WALL BETWEEN TROUGHS. CONTINUE

ROUTING LOW-VOLTAGE FEEDERS

CONTINUE ROUTING NORMAL POWER FEEDERS TO NEW PANELBOARD "SA-DP1" AND TO EXISTING

PANELBOARD "DPHL11" AND TERMINATE. MAINTAIN ACCESSIBILITY TO EXISTING PULLBOXES AND

CONDUIT PULL BODIES.

PROVIDE NEW 480/277V-3Ø-4W PANELBOARD "DPHL11" APPROXIMATELY AT LOCATION SHOWN.

PANELBOARD BRANCH CIRCUIT BREAKERS SHALL BE UTILIZED TO BACKFEED EXISTING AUTOMATIC

TRANSFER SWITCHES.

PROVIDE NEW NORMAL POWER FEEDERS TO EXISTING TRANSFER SWITCHES "ATS-11", "ATS-12", AND

"ATS-13".

REMOVE EXISTING NORMAL FEEDER TO TRANSFER SWITCH BACK TO SOURCE AFTER CUTOVER TO NEW

NORMAL POWER SOURCE.

EXISTING NORMAL POWER FEEDER TO LINAC ADDITION PANELBOARD "N-MDP". PROVIDE NEW

SPLICEBOX AT LOCATION INDICATED. ROUTE NEW FEEDER FROM NEW SURGERY SUBSTATION DOWN

FROM ROOF ABOVE AND INTO NEW SPLICE BOX. INTERRUPT EXISTING FEEDER AND SPLICE WITH NEW TO BACK-FEED "N-MDP". DEMOLISH EXISTING PORTION OF FEEDERS COMPLETE BACK TO EXISTING

SURGERY SUBSTATION. PLUG KNOCKOUTS IN EXISTING JUNCTION BOX AND SEAL ALL PENETRATIONS IN

EXISTING MECHANICAL PLENUM AFTER REMOVAL OF EXISTING FEEDER.

REMOVE PORTION OF EXISTING 11.4KV FEEDERS (CONDUIT AND CONDUCTORS) FROM MEDIUM

VOLTAGE PRIMARY SWITCHES BACK TO EXISTING PULLBOX AFTER CUT-OVER TO NEW SUBSTATION.

NEW GROUNDING ELECTRODE CONDUCTOR AND CONDUIT DOWN FROM ROOF. EXTEND CONDUIT TO

EXISTING GROUNDING LOCATION IN ELECTRICAL ROOM #105 AND CONNECT COMPLETE TO EXISTING

GROUNDING ELECTRODE SYSTEM. REFER TO GROUNDING DETAILS ON ELECTRICAL DETAILS DRAWING

FOR ADDITIONAL INFORMATION AND WORK REQUIREMENTS.

REMOVE EXISTING SUBSTATION COMPLETE INCLUDING PRIMARY SWITCHES, TRANSFORMERS, MAIN

SECTION, DISTRIBUTION, ETC.

1. REFER TO ELECTRICAL ONE-LINE DIAGRAM(S) FOR FEEDER SIZE REQUIREMENTS.

GENERAL NOTES:

CONDUIT ROUTING GENERAL NOTE:

1. CONDUIT ROUTING INDICATED FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING

CONDUIT ROUTING DRAWINGS WITH ELECTRICAL EQUIPMENT SUBMITTAL FOR APPROVAL. ROUTING

DRAWINGS SHALL INCLUDE BENDS, PULLBOXES, CONDUIT BODIES, PENETRATIONS, ETC. CONTRACTOR

SHALL INCLUDE EXISTING CONDITIONS WHERE NECESSARY TO CONVEY ROUTING INFORMATION.

MAINTAIN NEC REQUIRED ACCESSIBILITY TO ALL EXISTING PULLBOXES, JUNCTION BOXES, ETC. TO

REMAIN. ELECTRICAL EQUIPMENT SUBMITTALS WILL NOT BE APPROVED WITHOUT CONDUIT ROUTING

DRAWINGS.

1-E4

CPCMPL

Partial First Floor Electrical Plan

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT:

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

97 8654321 10

Revisions: Date

Office of Facilities

ManagementDESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY PROHIBITED

WITHOUT THE EXPRESSED WRITTEN CONSENT OF

PERSPECTUS ARCHITECTURE.13212 Shaker Square Suite 204 Cleveland, Ohio 44120

P. 216.752.1800 F.216.752.3833 Revisions: Date

541-19-504

12/10/18

Replace Surgery

Substation

59459

M.P. LONG

O F

I R

NOI

N E

DERT

L EA

E I N

TEA HF OO

Consulting Engineers

1100 West 9th Street Cleveland, OH 44113-1003 216-875-0100/ (F) 216-875-0111 barberhoffman.com

65% Construction Documents Submission 09/26/18

100% Construction Documents Submission 12/10/18

VAMC - WADE PARK

SCALE: 1/4" = 1'0"

2' 4' 8' 16'

PARTIAL THIRD FLOOR

SURGERY PENTHOUSE DEMOLITION PLAN

SCALE: 1/4" = 1'0"

2' 4' 8' 16'

PARTIAL THIRD FLOOR

SURGERY PENTHOUSE POWER AND TECHNOLOGY PLAN

SCALE: 1/4" = 1'0"

2' 4' 8' 16'

PARTIAL THIRD FLOOR

SURGERY PENTHOUSE LIGHTING AND FIRE ALARM PLAN

D1. ALL EXISTING LIGHTING FIXTURES, RECEPTACLES, SPECIAL SYSTEMS OUTLETS, CONDUIT, WIRING ETC.

THAT WILL NOT BE REUSED IN THE REMODELED INSTALLATION SHALL BE REMOVED UNLESS OTHERWISE

NOTED. THIS DEMOLITION SHALL INCLUDE ALL ELECTRICAL ITEMS SHOWN ON THIS PLAN THAT ARE

DESIGNATED BY "XR" OR "XB" AND ALL OTHER ADDITIONAL ITEMS THAT ARE NOT SHOWN BUT THAT

MUST BE REMOVED IN ORDER TO PRODUCE A NEAT, FINISHED, PROPERLY FUNCTIONING ELECTRICAL

INSTALLATION. MAINTAIN CIRCUIT CONTINUITY TO ALL EXISTING REUSED ELECTRICAL SYSTEMS

COMPONENTS - PROVIDE ALL CONDUIT AND WIRING NECESSARY TO ACHIEVE THE SAME. THE

CONTRACTOR SHALL FIELD VERIFY THE NATURE AND EXTENT OF ALL DEMOLITION WORK AND SHALL

INCLUDE COST FOR THE SAME IN THE BID SUBMITTAL.

D2. ALL EXISTING REMOVED ELECTRICAL EQUIPMENT, DEVICES, ETC. THAT ARE NOT RETAINED BY THE

OWNER SHALL BE DISPOSED OF BY THE ELECTRICAL CONTRACTOR.

D3. DASHED WALLS ON PLAN INDICATE EXISTING CONSTRUCTION TO BE REMOVED.

D4. REFER TO ELECTRICAL LEGEND FOR ALL SYMBOL DESIGNATIONS. NOTE SPECIAL ATTENTION TO

SELECTED EXISTING DEVICES, WIREWAYS, ETC. MARKED XB, XRR OR XN, AND REMOVE/BLANK OFF, RELOCATE OR REPLACE THESE COMPONENTS AS REQUIRED.

D5. MAINTAIN CIRCUIT CONTINUITY TO ALL EXISTING ELECTRICAL SYSTEM COMPONENTS IN AREAS NOT

BEING REMODELED UNLESS OTHERWISE NOTED. PROVIDE ALL CONDUIT AND WIRING EXTENSIONS

NECESSARY TO ACHIEVE SAME.

D6. THE ELECTRICAL CONTRACTOR SHALL CLOSELY COORDINATE ALL ELECTRICAL DEMOLITION WORK

WITH THE GENERAL AND MECHANICAL CONTRACTORS, AND SHALL DISCONNECT ALL REQUIRED

CIRCUITS IN A TIMELY MANNER.

D7. CONTACT THE ENGINEER IF A QUESTION SHOULD ARISE CONCERNING THE STATUS OF ANY OUTLET, DEVICE, LIGHTING FIXTURE, ETC.

ELECTRICAL DEMOLITION NOTES CODED NOTES:

1 REMOVE EXISTING LIGHTING FIXTURE. MAINTAIN CIRCUIT AND EXTEND TO NEW ELECTRICAL ROOM

LIGHTING. REFER TO NEW LIGHTING AND FIRE ALARM PLAN ON THIS SHEET FOR ADDITIONAL

INFORMATION AND WORK REQUIREMENTS.

RELOCATE EXISTING LIGHTING…

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