S02 - Construction Documents Bid Set 1 - DRAFT.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMP

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GI001

COVER SHEET

Concourse Federal Group 123 S Royal Street Alexandria, VA 22314

Gene Klow, AIA

VAPAHCS Cath Lab Suite Upgrade

3801 Miranda Avenue, Palo Alto, CA

640-13-134

07/10/2020

100% - BID SET

SHEET INDEX

DEPARTMENT OF VETERNS AFFAIRS

UPGRADE CATH LAB SUITE, VAMC PALO ALTO

100% - BID SET

JULY 10, 2020

3801 MIRANDA AVENUE, PALO ALTO, CALIFORNIA

PROJECT 640-13-134

SITE MAPDESIGN TEAM

OWNER

ARCHITECT / CONTRACT PRIME

STRUCTURAL ENGINEER

ELECTRICAL ENGINEER

MECHANICAL / PLUMBING ENGINEER

Veterans Association VA Palo Alto Healthcare System Contact: Wes Chow, AIA

Concourse - MEI SFVOSB JV, LLC 123 S Royal Street Alexandria, Virginia 22314 Contact: Matt Shuba, AIA mshuba@concoursefederal.com

(202) 304-9784

Gregory P. Luth & Associates 3350 Scott Boulevard, Building 48 Santa Clara, California 95054 Contact: Greg Luth, PE greg@gplainc.com

(408) 654-0475

F.W. Associates, Inc.

520 3rd Street, Suite 206 Oakland, California 94607 Contact: Munson Fong mfong@fwa-inc.com

(510) 763-7475

Capital Engineering Consultants 11020 Sun Center Drive, Suite 100 Rancho Cordova, California 95670 Contact: Bryan Johnson bjohnson@capital-engineering.com

(916) 851-3500

3801 MIRANDA AVENUE

PALO ALTO, CALIFORNIA

ADD CONSTRUCTION LAY-DOWN

AREA AND ACCESS ROUTES

13 - ELECTRICAL

E0-1 SYMBOL LEGEND, ABBREVIATIONS, GENERAL NOTES

E0-2 OVERALL FIRST FLOOR - REFERENCE PLAN

E0-3 PARTIAL SECOND FLOOR PLAN

ED1-1 LIGHTING - EXISTING CONDITION

ED1-2 POWER - EXISTING CONDITION

ED1-3 TELECOM - EXISTING CONDITION

ES1-4 FIRE ALARM - EXISTING CONDITION

EL1-1 SECOND FLOOR LIGHTING

EP1-1 SECOND FLOOR POWER

EP1-2 ROOF POWER

EM1-1 SECOND FLOOR HVAC POWER

ET1-1 SECOND FLOOR TELECOM

ET2-1 DETAILS AND DIAGRAMS

ET2-2 DETAILS AND DIAGRAMS

EF1-1 SECOND FLOOR FIRE ALARM

E5-1 SINGLE LINE DIAGRAM

E6-1 PANEL AND MECHANICAL EQUIPMENT SCHEDULES

E6-2 PANEL SCHEDULES

E7-1 DETAILS AND DIAGRAMS

14 - MECHANICAL

MH001 MECHANICAL COVER SHEET

MH002 MECHANICAL SCHEDULES

MH003 MECHANICAL SCHEDULES

MH004 MECHANICAL SCHEDULES

MD102 SECOND FLOOR DEMO HVAC PLAN

MH102 SECOND FLOOR HVAC PLAN

MH103 THIRD AND FOURTH FLOOR HVAC PLANS

MH105 PARTIAL ROOF HVAC PLAN

MH402 PARTIAL SECOND FLOOR HVAC ZONING

MH403 EXHAUST AIR VALVE ZONING

MP102 SECOND FLOOR PIPING PLAN

MP104 PARTIAL FOURTH FLOOR PIPING PLAN

MH501 MECHANICAL DETAILS

MH502 MECHANICAL DETAILS

MH503 MECHANICAL DETAILS

MH504 MECHANICAL DETAILS

MH601 MECHANICAL RISER DIAGRAMS

MI701 MECHANICAL CONTROLS

MI702 MECHANICAL CONTROLS

MI703 MECHANICAL CONTROLS

15 - EQUIPMENT

EQ101 EQUIPMENT VENDOR'S DWGS - FOR COORDINATION USE

EQ102 EQUIPMENT VENDOR'S DWGS - FOR COORDINATION USE

EQ201 EQUIPMENT VENDOR'S DWGS - FOR COORDINATION USE

EQ202 EQUIPMENT VENDOR'S DWGS - FOR COORDINATION USE

EQ203 EQUIPMENT VENDOR'S DWGS - FOR COORDINATION USE

EQ301 EQUIPMENT VENDOR'S DWGS - FOR COORDINATION USE

EQ302 EQUIPMENT VENDOR'S DWGS - FOR COORDINATION USE

01 - GENERAL

GI001 COVER SHEET

GI002 PROJECT INFORMATION, NOTES + SYMBOLS

GI003 FIRE, LIFE SAFETY + EGRESS DIAGRAMS

GI004 ACCESSIBILITY REQUIREMENTS

07 - STRUCTURAL

S001 GENERAL NOTES, SHEET LIST, LEGEND & TYPICAL DETAILS

SS101 FLOOR 2 FRAMING PLAN

SS103 FLOOR 3 AND 4 FRAMING PLAN

SS105 ROOF FRAMING PLAN

SS301 BUILDING SECTIONS

SS302 CLEANSUITE SECTIONS

SS701 DETAILS

SS702 DETAILS

08 - ARCHITECTURE

AD101 FLOOR 2 DEMOLITION PLAN

AD102 FLOOR 3 AND 4 DEMOLITION FLOOR AND CEILING PLANS

AD401 ENLARGED HYBRID OR DEMOLITION PLAN

AS101 FLOOR 2 PARTITION PLAN

AS102 FLOOR 2 REFLECTED CEILING PLAN

AS103 FLOOR 3 AND 4 PARTITION AND REFLECTED CEILING PLANS

AS105 ROOF PLAN

AS302 HYBRID OR SUITE SECTIONS

AS401 ENLARGED HYBRID OR PARTITION PLAN

AS402 ENLARGED HYBRID OR REFLECTED CEILING PLAN

AS403 ENLARGED HYBRID OR FINISH PLAN

AS404 ENLARGED HYBRID OR EQUIPMENT PLAN

AS406 ELEVATIONS - HYBRID OR, HALLWAY, LOCKER + TOILET

AS407 ELEVATIONS - SUPPLY, HOLD MON, HYBRID CONT, GEN, SCRUB

AS501 EXTERIOR DETAILS

AS502 INTERIOR DETAILS

AS503 CASEWORK SECTIONS + DETAILS

AS504 CEILING AND SOFFIT DETAILS

AS601 DOOR + WINDOW SCHEDULES

AS602 PARTITION SCHEDULE

AS603 MEDICAL EQUIPMENT SCHEDULE

AS606 SIGNAGE SCHEDULE AND PLAN

AS607 SIGN TYPE DETAILS

AS608 SIGN TYPE DETAILS

AS609 SIGN TYPE DETAILS

AS701 PARTITION DETAILS

AS702 PROTECTIVE BARRIER AND LEAD LINED DETAILS

11 - FIRE PROTECTION

FP001 FIRE PROTECTION SYMBOLS, NOTES AND ABBREVIATIONS

FPD102 FIRE PROTECTION PARTIAL SECOND FLOOR DEMO PLAN

FP102 FIRE PROTECTION PARTIAL SECOND FLOOR NEW PLAN

12 - PLUMBING

PL001 PLUMBING SYMBOLS, ABBREVIATIONS AND LEGENDS

PL002 PLUMBING EQUIPMENT SCHEDULES

PD101 FIRST FLOOR PLUMBING DEMO PLAN

PL101 FIRST FLOOR WASTE & VENT NEW PLAN

PD102 SECOND FLOOR PLUMBING DEMO PLAN

PL102 SECOND FLOOR PLUMBING NEW PLAN

PL104 PARTIAL FOURTH FLOOR PLUMBING PLAN

PL105 PARTIAL ROOF PLUMBING PLAN

PG102 PARTIAL SECOND FLOOR MED GAS PLAN - NEW & DEMO

PL501 PLUMBING DETAILS

PL601 PLUMBING DIAGRAMS

Revisions: Date:

TYP.

THRES

S.

RM

RH

REINF

REQD

REF

STD

SIM

SHR

THK

TB

T.C.

TEL

STOR

STRUCL

STL

NIC

NO or #

N.T.S.

N.R.

OPNG

OPP

OF/CI

OA

OC

PLYWD

PT.

PL.

QTY

PTN

VERT

VIF

WC

WD

W/O

W W/

WP

N UON

CEM

DWG

CONC

CONT.

CORR

CPT

CSK

CNTR

CLG

CLO.

CLR

CER

DET

DIA

DIM

DN.

DR

CTR

ADJ

AFF

ARCH

(N)

AB

ADDL

(E)

BLKG.

BM

BOT.

CAB

BD

BLDG

MTD

INC.

INFO

HT

INT

JT.

INSUL

HC

MIN

MISC

MAX

KIT

LAB

EA

EQ

EXT

FA

FD

FDTN

FIN

FIXT

EL

FPRF.

FLUOR

FOF

FOS

FLR

E

L

ACOUST.

ACS PNL

BKG.

BLK.

CG

CJ

COL

CONSTR

DISP

EJ

ELEC.

ELEV

ENCL

ENGR

E.P.B.

EQUIP

EXP

EWC

FE

FEC

FHC

FT

F.S.

HDWD

HM

HORIZ

HR.

I.D.

LAM

LT

MATL

MECH

MTL

MFR

NOM

OD

OFF

OPH

PLAM

PR

PTD

R

REFR.

REG

RESIL

RO

SCHED

SECT

SHT

SC

SPEC

SQ

SST

SUSP

T.P.B.

VEST

W.O.

WT

W.R.

M.D.F.

(RL)

C.O.

EXP BT

EMER

EXIST

HDW

GYP

GA

GALV

GB

GL

Vertical

Wood

West With

Unless Otherwise Noted

Verify In Field

Without

Water Closet

Waterproofing

Typical

Threshold

Right Hand was Robe Hook

Top of Curb

Reinforce Required

Room

Reference

Standard

Similar

Shower

South

Storage

Towel Bar

Telephone

Structural

Thickness

Steel

Not In Contract

Not To Scale

Owner Furnished Contractor Installed

Number

On Center

Opening Opposite

Overall

Non Rated

Plywood

Partition

Quantity

Point

Plate

North

Cement

Drawing Mounted

Ceiling Closet Clear

Concrete

Continuous

Corridor

Ceramic

Carpet

Countersunk

Counter

Detail Diameter Dimension

Down Door

Center

Insulation

Height

Incandescent

Information

Hollow Core

Interior

Joint

Maximum

Minimum

Kitchen

Laboratory

Miscellaneous

Each

At Centerline

Existing New

Adjustable

Architectural

Board

Building

Blocking Beam

Anchor Bolt

Additional

Bottom

Cabinet

Above Finished Floor

Equal

Exterior

Elevation

Finish

Fixture

Fire Alarm Floor Drain Foundation

Fluorescent Face of Finish Face of Studs Fireproof

Floor

And

East

Diameter

Angle

Acoustical

Access Panel

Backing

Block

Corner Guard Construction Joint

Column

Construction

Dispenser

Expansion Joint

Electrical Elevator

Enclosure Engineer Electrical Panelboard

Equipment

Expansion Electric Water Cooler

Fire Extinguisher Fire Extinguisher

Fire Hose Cabinet

Foot or Feet Floor Sink

Hardwood

Hollow Metal Horizontal Hour

Inside Diameter

Laminate

Light

Material

Mechanical

Metal

Manufacturer

Nominal

Outside Diameter

Office Opposite Hand

Plastic Laminate

Pair

Paper Towel Dispenser

Radius

Refrigerator Register

Resilient

Rough Opening

Schedule Section

Sheet

Solid Core

Specification Square

Stainless Steel

Suspended

Telephone Panelboard

Vestibule

Where Occurs

Weight Water Resistant

Medium Density

Relocated Existing

Pound or Number

Cased Opening

Expansion Bolt

Emergency

Existing

Hardware

Gypsum

Gauge Galvanized Grab bar Glass

Cabinet

Fiberboard

CSR Controlled Substance Room

E.M.R. Elevator Machine Room

IT Information Technology

OCR. Oxygen Cylinder Refill

MPOE Minimum Point of Entry

MCI. Mass Casualty Incident

CQI

Continuous Quality Improvements

S.E.D. See Electrical Drawings

S.S.D. See Structural Drawings

S.C.D. See Civil Drawings

S.L.D. See Landscape Drawings S.LV.D. See Low Voltage Drawings S.M.D. See Mechanical Drawings S.P.D. See Plumbing Drawings

CMU Concrete Masonry Unit

FIN FLR Finish Floor

GYP BD Gypsum Board

ALUM Aluminum

COORD Coordinate

CT Ceramic Tile

CONTR Contractor

DBL Double DEMO Demolition

INCL Included

LKR RM Locker Room

NA Not Applicable

OVRHD. Overhead

PNL Panel

RD Roof Drain

REV Revision

S.A.B.

S.A.F.B.

Sound Attenuation Blanket Sound Attenuation Fire Blanket

SUSP CLG Suspended Ceiling

TOC Top of Curb

TBD To Be Determined

UCD Under Cut Door

CONCRETE

EARTH

GYPSUM BOARD

BATT INSULATION

RIGID INSULATION

MEDIUM DENSITY FIBERBOARD

ALUMINUM

STUCCO

PLYWOOD

WOOD

PLASTER

STEEL

OFFICE

A-211

A

INTERIOR ELEVATION(S)

NOT SHOWN.)

SHEET WHERE ELEVATION IS

NO ARROWS MEANS ELEVATION

(UNFOLD ELEVATIONS CLOCKWISE

ELEVATION IDENTIFICATION

DRAWN.

DOOR SYMBOL

DOOR MARK

DRAWING NUMBER

DISCIPLINE PREFIX

SHEET WHERE DETAIL IS DRAWN.

DETAIL IDENTIFICATION

DETAIL

ROOM IDENTIFICATION

5-1

9-1

ROOM NAME

ROOM NUMBER

(E) COLUMN LINE W/

COLUMN DESIGNATIONS

REVISION

CLOUD AROUND REVISION

DIMENSION LINES

CENTERLINE OF

COLUMN OR STUD

FACE OF FINISH

OPTIONAL

B1

TYPICAL FURRING OR

PARTITION TYPE, SEE SHEET

A6-2

GROUP NUMBER

1.1 WINDOW TYPE

3-1 SHEET WHERE DETAIL IS DRAWN.

SECTION IDENTIFICATION

SECTION

TYPICAL PARTITION

2x2 DIFFUSERS, SUPPLY

2x2 REGISTER OR RETURN

CORNER GUARD

A

(N) COLUMN LINE W/

COLUMN DESIGNATIONS

FEC

1-HOUR RATED FIRE ASSEMBLY

1-HOUR RATED SMOKE ASSEMBLY

OVERHEAD LINES

FIRE EXTINGUISHER CABINET

SINGLE SHADE SYSTEM

DOUBLE SHADE SYSTEM

CENTERLINE OF OPENING

CENTERLINE OF OPENING

DOOR TO BE DEMOLISHED

(E) DOOR TO REMAIN

(N) DOOR

(E) COLUMN TO HAVE

FURRING REMOVED FOR

(N) CONNECTIONS,

COLUMN TO REMAIN

(E) COLUMN AND (E)

FURRING TO REMAIN

SPOT ELEVATION

EXISTING WALL / PARTITION /

FURRING TO REMAIN

EXISTING WALL OR PARTITION

TO BE REMOVED

EXISTING WALL FINISHES OR

CLADDING TO BE REMOVED,

STRUCTURE OF WALL TO

REMAIN

AREA NOT IN SCOPE OF

WORK

2x4 REGISTER OR RETURN

2x4 DIFFUSERS, SUPPLY

DOWNLIGHT

EXISTING PARTIALLY-

CONSTRUCTED PARTITION TO

BE COMPLETED PER

PARTITION TYPE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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GI002

PROJECT INFORMATION, NOTES +

SYMBOLSConcourse Federal Group

123 S Royal Street Alexandria, VA 22314

Gene Klow, AIA

VAPAHCS Cath Lab Suite Upgrade

3801 Miranda Avenue, Palo Alto, CA

640-13-134

07/10/2020

100% - BID SET

1. These documents have been prepared based on information provided by others. It is the responsibility of the GC to verify all field conditions and report any discrepancies to the architect and COR prior to commencing work.

2. The construction hours shall be Monday through Friday from 4:30pm to 7:30am, Saturday and Sunday all day unless otherwise noted. VA staff to be present at all times. Failure to meet this schedule will result in damages of $1000 per day.

3. Contractor shall be responsible for completing all work in compliance with applicable codes and regulations.

4. Do not scale drawings, contractor shall verify all dimensions and existing conditions prior to the start of work and shall notify the owner and architect of any discrepancies prior to proceeding with the work.

5. Contractor shall be responsible for assuring that all necessary permits and approvals are obtained prior to beginning work.

6. If a conflict exists when the contract documents and a regulatory requirement, the contractor shall comply with the more stringent or restrictive requirement. If a conflict exists between the drawings and the specifications, the more stringent requirement shall take precedence.

7. Locations of all utility lines (ducts, pipes, conduits, and other overhead obstructions) shown are approximate. Coordinate all support systems so as to not interfere with each other. Provide additional bracing as necessary to complete the installation at no increase to the contract sum.

8. Provide supports and bracing as required for existing structure, utilities, pipes, ducts, conduit etc., during demolition and new construction work where existing supports are removed due to work under this contract. New supports shall meet current code requirements.

9. Contractor shall provide complete design-build service for the fire alarm system. Provide separate shop drawings for fire alarm system, submit fire alarm submittal including shop drawings and product data to owner and architect for review and approval prior to installation. Provide listing number for all components in submittal.

10. Contractor shall provide complete design-build service for the fire sprinkler system. Provide separate shop drawings for fire sprinkler system, submit sprinkler system submittal including shop drawings, product data, hydraulic calculations, etc. To the owner and architect for review and approval prior to installation. Sprinkler system shall be designed in accordance with Title 24, CCR Part 2, Chapter 38 and NFPA 13, 2019 edition. At acoustical ceiling locations, locate all sprinkler heads at center of ceiling tiles, unless otherwise noted.

11. In all construction areas, seal all penetrations such as ducts, conduit, pipes, etc. at fire resistive rated partitions and floor/ceiling assemblies, whether shown or not, at no change to the contract sum. Use sealant type to maintain proper fire resistive rating of the penetrated assemblies. All penetrations at fire resistive rated partitions or floor/ceiling assemblies shall be in accordance with the appropriate UL listed approved systems.

12. If contractor proposed alternate construction details from those presented by the architect, contractor shall be responsible for all costs and time delays resulting from the contractor's proposed alternate construction details which affect other parts of the work or the work of separate contractors.

13. Contractor shall protect all existing construction and existing life/safety construction not included in this contract. The contractor shall be responsible for the repair and restoration of such construction to the original condition at no additional cost to the owner.

14. Any scheduled power or data downtime, regardless of hour or day, must be coordinated with the contracting officer's representative (COR) and the campus facility management department (FMD) not less than 30 days in advance.

15. Construction for this project will take place in buildings that remain occupied by VAMC staff and patients. Dust control, noise, and vibration are areas of major concern. The contractor will be required to maintain airtight dust barriers and exhaust fans during the duration of dust producing work as specified and directed by the resident engineer. See Specification, Section 01 00 00, Article 1.7, Alterations for additional information. Work that creates excessive noise and/or vibrations must be carefully scheduled and coordinated with the hospital. There will be times when noise or vibration producing work will not be allowed and it will have to be scheduled for other non-critical times.

16. The contractor is responsible for constructing and maintaining all required barriers. Temporary fire barriers must be constructed for all occupancies wherever construction lowers the fire safety features of the area being remodeled (i.e. Fire sprinklers or fire alarm systems are impaired or removed), corridors are closed off or corridor walls are removed, or whenever firewalls are impacted. Fire walls are also required to separate new construction from existing buildings. Temporary fire walls that separate renovation projects from occupied areas must be of 1-hour construction with one (1)-hour rated doors. Temporary fire walls that separate new construction from occupied areas must be two (2)-hour rated with ninety (90) minute rated doors. Temporary rated partitions must run from slab to slab and from exterior wall or fire rated partition to exterior wall or fire rated partition.

17. The VA requires that all penetrations through fire rated barriers be accomplished by a qualified firestop contractor in accordance with section 07 84

00. When work takes place within existing building that are not separated by a 2-hour barrier from occupied areas, and where it is not feasible to have a qualified firestop contractor providing fire sealing on a daily basis, it shall be the responsibility of the trade penetrating the fire rated barrier to provide temporary fire protection of all penetrations at the end of each work day. Temporary protection must meet all NFPA codes related to fire barrier penetrations. The temporary protection must be maintained in proper order until the permanent fire stopping material is installed. Firebricks or fire plugs must be used to seal penetrations in temporary or permanent fire separations (floors and walls) until they can be properly fire sealed (i.g.

Core drills for new sewer lines prior to installation and fire stopping of sewer lines).

18. The contractor shall separate all construction areas from the rest of the building’s normal operation. This shall include the erection of clearly marked barricades to limit access by unauthorized personnel, and to prevent contamination from particulate matter. If a fire barrier is not required, then a solid barrier constructed of metal studs and sheetrock on one side shall be used. The barrier must prevent the transmission of dust by sealing the wall to the floor and ceiling and sealing all joints or by some other method. The exception to a solid barrier is if a fire wall is not required and the expected duration of the temporary barrier will not exceed 7 calendar days. In this situation, a plastic temporary barrier may be used. If a plastic barrier is used, it must be inspected daily to assure its integrity. When plastic sheeting is used, fire resistant plastic sheeting (limited combustibility) must be used. All necessary cautionary signage will be in accordance with federal regulation 29CFR 1926.200.

19. The ceiling space from the bottom of the ceiling grid to a minimum of 6” above the bottom of the ceiling grid is reserved for installation of ceiling mounted items (i.e. Light fixtures, speakers, diffusers). No piping, ductwork, conduits, etc., except drops serving the ceiling mounted items, is allowed to be installed in this space, unless otherwise approved by the resident engineer.

20. Contractor is required to follow all OSHA regulations concerning construction. The superintendent is required to have completed, as a minimum, OSHA’s 10-hour training and be knowledgeable of general safety requirements for confined spaces, fall protection, personal protective equipment, trenching, scaffolding, cranes, electrical, etc. Applicable subcontractors are to have a competent person on site when required by OSHA. If accessing a confined space, the contractor is required have their own confined space air monitor and to test the air prior to entering any confined space. If the contractor must enter a sanitary sewer manhole, in addition to a confined space air monitor, they must have proper OSHA rescue equipment for a permit required confined space. Where it is not possible for the VA to shutdown an electrical panel or circuit, the contractor must provide and use the appropriate safety clothing and equipment as required by NFPA 70E. The VA will be monitoring the contractor’s compliance with OSHA regulations. Failure to comply is grounds for stopping work.

ADDRESS: 3801 MIRANDA AVENUE

BUILDING 100

PALO ALTO, CA 94304

BUILDING HEIGHT: TOP OF PARAPET: 77'-0"

OCCUPANCY GROUP: AMBULATORY HEALTH CARE

CONSTRUCTION TYPE: TYPE I-B

FIRE PROTECTION: FULLY SPRINKLERED

NO. OF STORIES: 4 FLOORS AND 1 BASEMENT

PREVAILING CODES: NFPA 101 LIFE SAFETY CODE (2018 EDITION)

INTERNATIONAL BUILDING CODE (2018 EDITION)

INTERNATIONAL ENERGY CONSERVATION CODE (2018 EDITION)

AMERICANS WITH DIASBILITIES ACT OF 2010 STANDARDS FOR ACCESSIBLE DESIGN

ICC A117.1-2017 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (2019 EDITION)

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (2019 EDITION)

Project scope includes completing construction of one hybrid operating room, control room, and support spaces on the second floor of building 100. The project was partially constructed and has been halted while the documents are updated.

The original “Phase 3” work proposed for the cath lab has been removed from the project scope and is proposed to be performed as a turnkey equipment replacement project by the VA. This project will provide an HVAC point of connection.

No change of use or construction type proposed

MATERIALS

SYMBOLS ABBREVIATIONS GENERAL NOTES PROJECT DESCRIPTION

PROJECT DATA

UP

FEC

FIRE EXTINGUISHER CABINET

EXIT PATH

EXIT W/ NO. OF OCCUPANTS

1-HOUR SMOKE PARTITION

1-HOUR FIRE PARTITION

2-HOUR FIRE PARTITION

NOT IN SCOPE OF WORK

BUSINESS USE GROUP

150 SF PER OCCUPANT

INPATIENT TREATMENT DEPARTMENTS

240 SF PER OCCUPANT

1213141516

B

C

D

E

F

A

EXIT

DISCHARGE B

CHIEF OFFICE

E2-437

OFFICE

E2-435

OFFICE

E2-433

OFFICE

E2-431

OFFICE

E2-429

ORAL SURGERY

OFFICE

E2-333

RESIDENCY PROG

DIRECTOR

E2-331

ADMIN OFFICE

E2-329

(E) CORR

E2-C32

(E) CORRIDOR

E2-C34

RESTRICTED

HALLWAY

E2-C33

PUMP/

ANESTHESIA

EQUIP

E2-421

HYBRID CONTROL

E2-425A

HYBRID GEN

E2-425B

HOLD/MONITOR

E2-422B

HOLD/MONITOR

E2-422A

CLEAN SUPPLY

E2-424

LOCKERS

E2-426

TOILET

E2-432

TOILET

E2-430

HYBRID OR

E2-427

SEMI-RESTRICTED

CORRIDOR

E2-C36

CT SCANNER

E2-453

CONTROL

E2-414

CATH LAB

E2-410

TECH OFFICE

E2-411

ELEC

E-2-EC5

TEL/DATA

E2-TC5

HAC

E2-412

TMT 11

E2-349

TMT 10

E2-347

TMT 09

E2-345

CLRM

E2-341

CHIEF

E2-327

CORR

E2-C21

SCRUB

E2-423

(E) CORR

E2-C32

(E) STAIRWAY

ST-2

ST

EXIT

DISCHARGE A

STAIRWAY

ST-3

ST3

POINT A

POINT B

TRAVEL DISTANCE TO CORRIDOR = 92' - 9"

TR

AV

EL

D

IS

TA

N C

E

TO

C O

R R

ID

O

R

2'

4"

EQUIP

E2-453A

(E) CLEAN LINEN

E2-459

TEMPORARY

CLEAN SUPPLY

ROOM

E2-455

(E) OFFICE

E2-457

(E) OFFICE

E2-456

(E) CATH LAB

E2-454 (E) OFFICE

E2-458

(E) OFFICE

E2-460

CATH GEN. EQUIP

E2-410B

(E) OFFICE

E2-462

(E) ECG EXAM

E2-401

(E) ECG WORK

E2-403

(E) MECH SHAFT

M-7.2

(E) MECH SHAFT

M-2

(E) TMT 15

E2-351

(E) DENTURES

E2-360D

(E) BURNOUT

E2-360E

(E) PROS LAB

E2-360

(E) CORR

E2-C22

(E) PREP

E2-330

(E) STER

E2-340

(E) STORAGE 01

E2-342

(E) TMT 13

E2-344

(E) CART LIFT

C-2

(E) PAT. TOILET

E2-346

(E) DARK

E2-350

(E) STORAGE 01

E2-360C

(E) PLASTER

E2-360B

(E) PORCELAIN

E2-360A

(E) ORAL SURG 2

E2-323

(E) ORAL SURG 1/

TRNG

E2-325

(E) HAC

E2-348

(E) CORR

E2-C23

(E) CORR

E2-C30

(E) RECVY

E2-321

(E) TMT

E2-318

(E) TMT

E2-C316

(E) TMT

E2-314

(E) TMT

E2-312

(E) TMT

E2-310

(E) X-RAY

E2-308

(E) X-RAY

E2-306

(E) ORAL SURG 3

E2-319

TRAVEL DISTANCE TO EXIT = 198' - 8"

TR

AV

EL

D

IS

TA

N C

E

TO

E

XI

T

7'

5"

FEC

FEC

KEY PLAN

N

VA PALO ALTO HEALTHCARE SYSTEM

3801 Miranda Avenue Palo Alto, CA 94304

FLOOR 2

OCCUPANCY

OCCUPANCY TYPES FOR THE AREA OF WORK INCLUDE BUSINESS AND

INPATIENT TREATMENT DEPARTMENTS. SEE HATCHES IN EGRESS LEGEND.

BUSINESS USE:

3227 SQUARE FEET AT 150 SF / OCCUPANT

22 OCCUPANTS

INPATIENT TREATMENT DEPARTMENT USE:

1103 SQUARE FEET AT 240 SF / OCCUPANT

5 OCCUPANTS

TOTAL OCCUPANT LOAD 27 OCCUPANTS (NFPA 101 TABLE 7.3.1.2)

EGRESS

THERE IS NO PROPOSED CHANGE OF EGRESS. PRIMARY EXIT DISCHARGES

FOR AREA OF WORK ARE 'EXIT DISCHARGE A' AND 'EXIT DISCHARGE B.'

EXIT DISCHARGE A:

DOOR ST-3: 36" WIDE, 180 CAPACITY

STAIRWAY ST-3: 44" WIDE, 146 CAPACITY

EXIT DISCHARGE B:

DOOR ST-2: 36" WIDE, 180 CAPACITY

STAIRWAY ST-2: 44" WIDE, 146 CAPACITY (NFPA 101 TABLE 7.3.3.1)

COMMON PATH OF TRAVEL FROM POINT A: 35' - 10"

COMMON PATH OF TRAVEL FROM POINT B: 48' - 7"

MAXIMUM COMMON PATH OF TRAVEL: 100 FT (NFPA 101 21.2.5..3.1)

DISTANCE FROM POINT A EXIT C: 198' - 8"

DISTANCE FROM POINT B TO EXIT B: 197' - 5"

MAXIMUM EXIT TRAVEL DISTANCE: 200' - 0" (NFPA 101 21.2.6.2)

CODE ANALYSIS

1. AREA OF WORK IS FULLY SPRINLERED PER NFPA 13. SEE FIRE

PROTECTION SHEET FP001 FOR MORE INFROMATION.

2. AREA OF WORK IS FULLY ALARMED PER NFPA 72. SEE FIRE

PROTECTION SHEET FP001 FOR MORE INFORMATION AND EF1-1 FOR

ALARM LOCATIONS .

3. SEE SHEET EL1-1 FOR EXIT SIGN LOCATIONS.

FIRE SAFETY NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMP

321 4 5 6 7 8 9 10

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GI003

FIRE, LIFE SAFETY + EGRESS

DIAGRAMSConcourse Federal Group

123 S Royal Street Alexandria, VA 22314

Gene Klow, AIA

VAPAHCS Cath Lab Suite Upgrade

3801 Miranda Avenue, Palo Alto, CA

640-13-134

07/10/2020

100% - BID SET

5 5 10 15 20 1/8" = 1'-0"

FEETSCALE

EGRESS LEGEND

3'

0"

COAT HOOK /

TOWEL PIN

PAPER TOWEL

DISPENSER (VC)

LAVATORY

SOAP DISPENSER (VC)

3'

4" M

AX

4"

3'

4"

1' - 6"

3'

0"

TY

P .

1'

6"

2"

O

PE

R

AT

IN

G

D

EV

IC

E

FO

R

AC

C

ES

SI

BL

E U

N

IT 2"

1' - 6"

CL

3'

4" M

AX

O

PE

R

AT

IN

G

D

EV

IC

E

FO

R

AC

C

ES

SI

BL

E U

N

IT

2'

3" 3'

4"

CL

CL

3'

4"

H

AN

D

LE

PU

LL

R

IN

G

AL

AR

M P

AN

EL

MIRROR

F.E.C. / MED GAS VALVE

BOX / AREA ALARM

PANEL

6'

8"

3'

6"

4'

0"

4"2"

THERMOSTAT

LIGHT SWITCH

ELEC. RECEPTACLE /

TELEPHONE OUTLET /

JUNCTION BOX

STROBE / HORN ELEC.

RECEPTACLE

COUNTERTOP

TOILET SEAT COVER

DISPENSER (VC)

NURSE CALL WITH PULL CORD

TOILET PAPER DISPENSER (VC)

GRAB BAR

2"

DOOR/ EXIT LIGHT

CL

FINISH FLOOR

TOP OF SEAT

TOP OF GRAB BAR

2"

1'

7"

CRASH RAIL /

BUMPER RAIL

NOTE:

THE 30" X 48" WHEELCHAIR CLEAR FLOOR SPACE IS

LOCATED A MAX 10" FROM THE WALL

NOTE:

IF THE DEPTH OF THE OBSTRUCTION IS 24" AND

THE MAXIMUM HEIGHT OF THE OBSTRUCTION IN

34", THE MAXIMUM HIGH SIDE REACH OVER THE

OBSTRUCTION IS 46".

NOTE:

THE 30" X 48" WHEELCHAIR CLEAR FLOOR SPACE IS

LOCATED A MAX 10" FROM THE WALL

NOTE:

X SHALL BE ≤ 25"; Z SHALL BE > X, WHEN X < 20", THEN Y SHALL BE 48" MAXIMUM.

WHEN X IS 20-25", THEN Y SHALL BE 44" MAXIMUM.

THE MAXIMUM LEVEL FORWARD REACH OVER AN OBSTRUCTION WITH KNEE SPACE BELOW IS 25".

WHEN THE OBSTRUCTION IS LESS THAN 20" DEEP, THE MAXIMUM HIGH FORWARD REACH IS 48".

WHEN THE OBSTRUCTION PROJECTS 20-25", THE MAXIMUM HIGH FORWARD REACH IS 44".

Z

X =

Y

Z

X

Y

10" MAX30"

FACE OF SWITCH OR

RECEPTABLE COVER PLATE

FACE OF SWITCH OR

RECEPTABLE COVER PLATE

30" 10" MAX

FACE OF SWITCH OR

RECEPTABLE COVER PLATE

30" > 10-24" MAX

FACE OF SWITCH OR

RECEPTABLE COVER PLATE

FACE OF SWITCH OR

RECEPTABLE COVER PLATE

48" 48"

There are no construction tolerances allowed for accessibility dimensions. The dimensions shown in these diagrams are face of finish. The diagrams are provided to assist the contractor in providing these required accessibility dimensions that cannot be changed by otherwise acceptable construction tolerances.

GENERAL ACCESSIBILITY NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMP

321 4 5 6 7 8 9 10

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GI004

ACCESSIBILITY REQUIREMENTS

Concourse Federal Group 123 S Royal Street Alexandria, VA 22314

Gene Klow, AIA

VAPAHCS Cath Lab Suite Upgrade

3801 Miranda Avenue, Palo Alto, CA

640-13-134

07/10/2020

100% - BID SET

1/4" = 1'-0"

TYPICAL MOUNTING HEIGHTS

1/2" = 1'-0"

1 MANEUVERING CLEARANCES @ MANUAL SWINGING DOORS

1/2" = 1'-0"

2 MANUEVERING CLEARANCE APPROACHES

1/2" = 1'-0"

3 MAXIMUM REACH HEIGHTS

Te kl a St ru ct ur es

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Gene Klow, AIA

(855) 521-1110

Alexandria, Virginia 22314

123 S Royal Street Concourse Federal Group

VAPAHCS Cath Lab Suite Upgrade

3801 Miranda Avenue, Palo Alto, CA

640-13-134

07/10/2020 WT JJA/ KLC

100% - Bid Set www.gplainc.com

Santa Clara, CA 95054 Telephone: 408 654-0475

Structural Engineers and Builders 3350 Scott Blvd, Bldg 48

Gregory P. Luth & Associates, Inc.

Gregory P. Luth, S.E.

Exp. 12/31/2020

S

No. S2718

A

S A

ST UCT

TR

TE OF C

IGE R

E

G

D

RETS

E

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S001

GENERAL NOTES, SHEET LIST,

LEGEND, & TYPICAL DETAILS

Ω

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Gene Klow, AIA

(855) 521-1110

Alexandria, Virginia 22314

123 S Royal Street Concourse Federal Group

VAPAHCS Cath Lab Suite Upgrade

3801 Miranda Avenue, Palo Alto, CA

640-13-134

07/10/2020 WT JJA/ KLC

100% - Bid Set www.gplainc.com

Santa Clara, CA 95054 Telephone: 408 654-0475

Structural Engineers and Builders 3350 Scott Blvd, Bldg 48

Gregory P. Luth & Associates, Inc.

Gregory P. Luth, S.E.

Exp. 12/31/2020

S

No. S2718

A

S A

ST UCT

TR

TE OF C

IGE R

E

G

D

RETS

E

FO

YROGER

PR

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Te kl a St ru ct ur es

SS101

FLOOR 2 FRAMING PLAN

FLOOR 2 FRAMING PLAN

SCALE = 1:641

DD

A

C

A

15 14

B

141516

B

C

KEY PLAN

N

VA PALO ALTO HEALTHCARE SYSTEM

3801 Miranda Avenue Palo Alto, CA 94304

FLOOR 2

FEETSCALE

3/16" = 1'-0"

5 0 5 10 15 20

REQUIREMENTS EXCEED THIS LIMIT).

SPECIFICATIONS, TYP. ( 12/ " MAX DERESSION, NOTIFY SEOR IMMEDIATELY IF FLOOR

DEPTH, LAYOUT, AND LEVELNESS REQUIREMENTS AS INDICATED IN GE DRAWINGS AND

IN (E) CONCRETE SLAB ON GRADE AS REQ'D FOR CONFORMANCE WITH GE MONOPOUR

5. INDICATES EXTENT OF DEPRESSED SLAB. GC SHALL GRIND SMOOTH AND/OR FILL

4. SEE AS603 FOR EQUIPMENT AND ATTACHMENT DETAILS.

AND LOCATIONS OF EQUIPMENT ATTACHMENT WITH ALL TRADES DRAWINGS.

3. SEE AS404 FOR EQUIPMENT LOCATIONS. GC TO COORDINATE ALL DIMENSIONS

WITH DIMENSIONS SHOWN.

IMMEDIATELY IF THERE ARE ANY DISCREPANCIES OF CONFLICTS

2. GC SHALL FIELD VERIFY ALL DIMENSION. NOTIFY THE ARCHITECT

WHICH ARE APPLICABLE TO ALL DRAWINGS, UNO.

1. SEE SHEET SS001 FOR GENERAL NOTES, SHEET LIST, LEGEND & TYPICAL DETAILS,

SHEET NOTES:

W

X

(E ) B

M

W

X

(E ) B

M

W16X36

(E) BM

SEE SHEET NOTE 5.

W18X60

(E) BM

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W16X31

(E) BM

W18X60

(E) BM

H

SS

X1

(E

) B R

AC

E

W

X

(E ) B

M

W

X

(E ) B

M

W10X26

(E) BM

W16X31

(E) BM

'-0

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W18X60

(E) BM

W18X60

(E) BM

W18X60

(E) BM

W18X60

(E) BM

W21X166

(E) BM

W18X71

(E) BM

W18X65

(E) BM

W18X65

(E) BM

W21X147

(E) BM

W

X

(E

) B M

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M W

X

(E

) B M

W

X

(E ) B

M W

X

(E

) B M

W16X31

(E) BM

W16X31

(E) BM

W16X31

(E) BM

W16X31

(E) BM

W16X31

(E) BM

W16X31

(E) BM

W16X31

(E) BM

W16X31

(E) BM

W16X31

(E) BM

W16X31

(E) BM

W16X31

(E) BM

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W10X26

(E) BM

W8X18

(E) BM

W 8X

(E

) B M

W10X26

(E) BM

W

X

(E ) B

M

W10X26

(E) BM

W10X26

(E) BM

W10X26

(E) BM

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W18X71

(E) BM

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W18X65

(E) BM

W18X65

(E) BM

W18X71

(E) BM

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W16X31

(E) BM

W16X31

(E) BM

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W8X18

(E) BM

W10X26

(E) BM

W14X159

(E) COL

W14X159

(E) COL

W14X211

(E) COL

W14X159

(E) COL

HSS12X12

(E) BRACE

HSS12X12

(E) BRACE

HSS12X12

(E) BRACE

H

SS

X1

(E

) B R

AC

E

H

SS

X1

(E

) B R

AC

E

26'-0"26'-0"26'-0"

'-0

'-0 a St ru ct ur es

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Gene Klow, AIA

(855) 521-1110

Alexandria, Virginia 22314

123 S Royal Street Concourse Federal Group

VAPAHCS Cath Lab Suite Upgrade

3801 Miranda Avenue, Palo Alto, CA

640-13-134

07/10/2020 WT JJA/ KLC

100% - Bid Set www.gplainc.com

Santa Clara, CA 95054 Telephone: 408 654-0475

Structural Engineers and Builders 3350 Scott Blvd, Bldg 48

Gregory P. Luth & Associates, Inc.

Gregory P. Luth, S.E.

Exp. 12/31/2020

S

No. S2718

A

S A

ST UCT

TR

TE OF C

IGE R

E

G

D

RETS

E

FO

YROGER

PR

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SS103

FLOOR 3 AND 4 FRAMING

PLAN

FLOOR 3 PARTIAL PLAN

SCALE = 1:482 FLOOR 3 FRAMING PLAN

SCALE = 1:961

FLOOR 4 PARTIAL PLAN

SCALE = 1:484

FLOOR 3 PARTIAL PLAN - CLEANSUITE PLAN

SCALE = 1:483

B

A

B

A

D

C

AA

1517 1415

BB

A

17 16

B

A

B

D

D

C

C

V.I.F.

V.

I.F

V.

I.F

V.I.F.

AND LOCATIONS OF EQUIPMENT ATTACHMENT WITH ALL TRADES DRAWINGS.

4. SEE AS404 FOR EQUIPMENT LOCATIONS. GC TO COORDINATE ALL DIMENSIONS

3. SEE AS402 FOR LOCATION AND ELEVATION OF CLEANSUITE.

WITH DIMENSIONS SHOWN.

IMMEDIATELY IF THERE ARE ANY DISCREPANCIES OF CONFLICTS

2. GC SHALL FIELD VERIFY ALL DIMENSION. NOTIFY THE ARCHITECT

WHICH ARE APPLICABLE TO ALL DRAWINGS, UNO.

1. SEE SHEET S001 FOR GENERAL NOTES, SHEET LIST, LEGEND & TYPICAL DETAILS,

SHEET NOTES:

W10X26

(E) BM

W21X132

(E) BM

W

X

(E ) B

M

W16X89

(E) BM

HSS12X12

(E) BRACE

W

X

(E ) B

M

W16X89

(E) BM

H

SS

X1

(E

) B R

AC

E

W

X9

(E ) B

EA

M

HSS12X12

(E) BRACE

W14X211

(E) COL

H

SS

X1

(E

) B R

AC

E

W

X

(E ) B

M

W

X

(E ) B

M

W10X26

(E) BM

W10X26

(E) BM

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W18X86

(E) BM

W18X97

(E) BM

W16X89

(E) BM

W18X97

(E) BM

W16X89

(E) BM

W

X

(E ) B

M

W

X

(E ) B

M

W14X159

(E) COL

W14X211

(E) COL

W14X211

(E) COL

(E )C

X1

5.

V.

I.F

(E )C

X1

5.

V.

I.F

(E) C10X15.3

TO BE V.I.F.

EXISTING OPENING

OPNG.

(E) FLOOR

7'-6"

V.

I.F

2' -1

0"

4/ "

B/STL = +124'-0"

CLEANSUITE FRAMING

W

X

(E ) B

M

W

X

(E ) B

M

(E) C10X15.3

(E) C10X15.3

W

X

(E

) B M

(E ) C

X1

5.

V.

I.F

W21X122

(E) BM

(E ) C

X1

5.

V.

I.F

W

X

(E ) B

M

W14X132

(E) COL

W

X

(E ) B

M

W18X60

(E) BM

W

X

(E ) B

MH

SS

X1

(E

) B R

AC

E

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

MW

X

(E ) B

M

HSS12X12

(E) BRACE

W

X

(E ) B

M W

X

(E

) B M

W

X

(E ) B

M

W10X12

(E) BM

W16X31

(E) BM

W16X31

(E) BM

HSS12X12

(E) BRACE

2' -1

0 "

H

SS

X1

(E

) B R

AC

E

W14X145

(E) COL

W14X145

(E) COL

W14X145

(E) COL

TO BE V.I.F.

EXISTING OPENING

OPNG.

(E) FLOOR

7'-6"

SS302

SS302

SS302

SS302

SS302

NEW ROOF OPENING - ENLARGED PLAN

SCALE = 1:483

Te kl a St ru ct ur es

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Gene Klow, AIA

(855) 521-1110

Alexandria, Virginia 22314

123 S Royal Street Concourse Federal Group

VAPAHCS Cath Lab Suite Upgrade

3801 Miranda Avenue, Palo Alto, CA

640-13-134

07/10/2020 WT JJA/ KLC

100% - Bid Set www.gplainc.com

Santa Clara, CA 95054 Telephone: 408 654-0475

Structural Engineers and Builders 3350 Scott Blvd, Bldg 48

Gregory P. Luth & Associates, Inc.

Gregory P. Luth, S.E.

Exp. 12/31/2020

S

No. S2718

A

S A

ST UCT

TR

TE OF C

IGE R

E

G

D

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FO

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SS105

ROOF FRAMING PLAN

(E) ROOF-PARTIAL PLAN

SCALE = 1:641

B - B

SECTION

SCALE = 1:8C

17 16

B

B

CC

B

1217 16

B

A

15 14 13 1216

A

17 131415

DD

(N

C

X1 5.

W

X

(E ) B

M

(N

C

X1 5.

(N) C10X15.3

HSS8X8X12/

(E) COL ABOVE

W14X132

(E) COL BELOW

(N) C10X15.3

W

X

(E ) B

M

W18X55

(E) BM

W

X

(E ) B

M

W16X31

(E) BM

OVER MTL DECK

IN (E) CONC

SAW CUT OPN'G

W14X145

(E) COL BELOW

W

X

(E

) B M

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

W

X

(E ) B

M

SS701

7 8/ "

2' -1

0 "

7'-6"

W14X132

(E) COL BELOW

W

X

(E ) B

M

W14X145

(E) COL BELOW

W14X145

(E) COL BELOW

HSS8X8X12/

(E) COL ABOVE

W

X

(E ) B

M

HSS8X8X12/

(E) COL BELOW

W14X145

(E) COL BELOW

HSS8X8X12/

(E) COL ABOVE

W

X

(E ) B

M

(N) DUCT SEE MECH DWGS

SS701

W

X

(E ) B

M

W

X

(E ) B

M

W16X31

(E) BM

W

X

(E ) B

M

W16X31

(E) BM

W

X

(E ) B

M

W21X122

(E) BM

14'-858/ "

SEE ARCH DWGS

(N) DUCT DOGHOUSE

SEE 3/SS701 FOR CURB DETAIL.

LOCATION AND DIMENSIONS.

CURB. SEE ARCH. FOR

(N) 12" WIDE X 8" HIGH RC

26'-0"

SEE MECH. FOR SUPPORT & BRACING LOCATIONS

SEE DETAIL 10/MH504.

(N) DUCT SUPPORT & BRACING

SEE 3/SS701 FOR CURB DETAIL.

LOCATION AND DIMENSIONS.

CURB. SEE ARCH. FOR

(N) 12" WIDE X 8" HIGH RC

AND DIMENSIONS.

SEE ARCH. FOR LOCATION

(N) 6" THK. CONCRETE PAD.

S E

E A

R C

H D

W G

S

SEE ARCH DWGS

26'-0"26'-0"26'-0"26'-0"

'-0

'-0

9'-338/ "104'-0"

3' -0

'-8 1 2/ "

PL

2"

X3 8"

PL

2"

X3 4"

PL

5 8/

"X

0"

PL38/ "X23 38/ "

PL30"X38"

PL38/ "X23 38/ "

PL

2"

X3 8"

PL

5 8/

"X

0"

PL

5 8/ "X

PL

2"

X3 4"

PL30"X38"

PL

2"

X3 8"

PL

5 8/

"X

0 "

PL

2"

X3 4" a St ru ct ur es

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Gene Klow, AIA

(855) 521-1110

Alexandria, Virginia 22314

123 S Royal Street Concourse Federal Group

VAPAHCS Cath Lab Suite Upgrade

3801 Miranda Avenue, Palo Alto, CA

640-13-134

07/10/2020 WT JJA/ KLC

100% - Bid Set www.gplainc.com

Santa Clara, CA 95054 Telephone: 408 654-0475

Structural Engineers and Builders 3350 Scott Blvd, Bldg 48

Gregory P. Luth & Associates, Inc.

Gregory P. Luth, S.E.

Exp. 12/31/2020

S

No. S2718

A

S A

ST UCT

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SS301

BUILDING SECTIONS

3D VIEW

1:961

ELEVATION W/ (N) AND (E) OPNGS

SCALE = 1:482

BB

A

A

04 FOURTH FLOOR

AB

AB

02 SECOND FLOOR

01 FIRST FLOOR

(E) V.I.F.(E) V.I.F.

(E) V.I.F.

W14X211

(E) COL

W14X145

(E) COL

HS

S1

2X

(E ) B

RA

CE

W14X211

(E) COL

W14X283

(E) COL

W14X132

(E) COLHS

S1 2X

(E

) B

RA

CE

W14X159

(E) COL

W14X159

(E) COL

W14X145

(E) COL

W14X283

(E) COL

HS

S1

2X

(E ) B

RA

CE

(E) V.I.F.

OPENING

HSS12X12

(E) BRACE

2ND FLOOR

HSS12X12

(E) BRACE

HSS12X12

(E) BRACE

HS

S1

2X

(E ) B

RA

CE

HSS8X8X12/

(E) COL

HSS8X8X12/

(E) COL

(E) V.I.F.

OPENING

HSS8X8X12/

(E) COL

(N) OPENING

ROOF FRAMING

4TH FLOOR

3RD FLOOR

1st FLOOR

W14X211

(E) COL

(E) V.I.F.

C10X15.3

HSS12X12

(E) BRACE BEYOND

1178/ "

HSS12X12

(E) BRACE BEYOND

W14X145

(E) COL

(N) C10X15.3

HSS12X12

(E) BRACE BEYOND

HS

S1

2X

(E ) B

RA

CE

B

EY

OND

HSS12X12

(E) BRACE BEYOND

HS

S1

2X

(E ) B

RA

CE

B

EY

OND

1178/ "

Roof FLR=162'-0"

HS

S1

2X

(E ) B

RA

CE

B

EY

OND

HS

S1 2X

(E

) B

RA

CE

B

EY

OND

HSS8X8X12/

(E) COL

W14X145

(E) COL

W14X283

(E) COL

HSS8X8X12/

(E) COL

W14X211

(E) COL

(N) C10X15.3

(E) V.I.F.

C10X15.3

(E) V.I.F.

C10X15.3

W14X283

(E) COL

(E) V.I.F.

OPENING

(N) OPENING

(E) V.I.F.

OPENING

2nd FLR=114'-0"

3rd FLR=130'-0"

4th FLR=146'-0"

1st FLR=98'-0"

(E) C10X15.3

C10X15.3

(E) COL

(E) C10X15.3

6"X18"

(E) COLUMN

2'-10"9'-214/ "

2'-10"

2'-10"

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Gene Klow, AIA

(855) 521-1110

Alexandria, Virginia 22314

123 S Royal Street Concourse Federal Group

VAPAHCS Cath Lab Suite Upgrade

3801 Miranda Avenue, Palo Alto, CA

640-13-134

07/10/2020 WT JJA/ KLC

100% - Bid Set www.gplainc.com

Santa Clara, CA 95054 Telephone: 408 654-0475

Structural Engineers and Builders 3350 Scott Blvd, Bldg 48

Gregory P. Luth & Associates, Inc.

Gregory P. Luth, S.E.

Exp. 12/31/2020

S

No. S2718

A

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SS302

CLEANSUITE SECTIONS

ELEVATION

SCALE = 1:241

ELEVATION

SCALE = 1:244

ELEVATION

SCALE = 1:245

ELEVATION

SCALE = 1:243

ELEVATION

SCALE = 1:242

C

C

3rd_130'-0"

TO TRAP ANY POTENTIAL PROBLEMS

A CHANCE TO REVIEW THE FORCES IT EXERTS ON THE STRUCTURE AND ANY DEFLECTIONS THOSE CAUSE THE CLEANSUITE INSTALLATION WILL BE ADEQUATE AT THE TIME IT IS INSTALLED AND WE WILL BE GIVEN

CLEANSUITE BY OTHERS

TYP VERT

TYP DIAGONALTYP DIAGONAL

TYP VERT

FOR BRACING DETAIL

SEE DETAIL 11/SS702

TYP VERT

TYP VERT TYP VERT

TYP DIAGONAL

TYP VERT

CLEANSUITE BY OTHERS

TYP VERT

TYP DIAGONAL

FOR BRACING DETAIL

SEE DETAIL 11/SS702

TYP DIAGONAL

TYP VERT

CLEANSUITE BY OTHERS

TYP VERT TYP VERT TYP VERT

TYP DIAGONAL

FOR BRACING DETAIL

SEE DETAIL 11/SS702

FOR BRACING DETAIL

SEE DETAIL 11/SS702 TYP DIAGONAL

CLEANSUITE BY OTHERS

TYP VERTTYP VERT

TYP DIAGONAL

TYP VERT

CLEANSUITE BY OTHERS

TYP DIAGONAL

TYP VERT

TYP DIAGONAL

FOR BRACING DETAIL

SEE DETAIL 11/SS702

CURB DETAIL AT (N) OPNG

SCALE = 1:85

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Gene Klow, AIA

(855) 521-1110

Alexandria, Virginia 22314

123 S Royal Street Concourse Federal Group

VAPAHCS Cath Lab Suite Upgrade

3801 Miranda Avenue, Palo Alto, CA

640-13-134

07/10/2020 WT JJA/ KLC

100% - Bid Set www.gplainc.com

Santa Clara, CA 95054 Telephone: 408 654-0475

Structural Engineers and Builders 3350 Scott Blvd, Bldg 48

Gregory P. Luth & Associates, Inc.

Gregory P. Luth, S.E.

Exp. 12/31/2020

S

No. S2718

A

S A

ST UCT

TR

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SS701

DETAILS

DETAIL TYPICAL @ (N) OPNG

SCALE = 1:168

SCALE = 1:82

SECTION @ (N) OPNG

SCALE = 1:87

ELEVATION W/ (N) HVAC DUCT

SCALE = 1:484

SECTION @ (N) OPNG

SCALE = 1:87

TYPICAL LG WALL TOP

CONN. TO STRUC

SCALE = 1:162

SECTION @ (N) OPNG

SCALE = 1:86

TYPICAL PARTIAL HEIGHT

WALL BRACING DETAIL

SCALE = 1:161

AHU AND CHILLER

ANCHORAGE DETAIL

SCALE = 1:163

B

B

STUD

WALL

(E) METAL DECK w/

CONCRETE FILL

(1)1/2"DIAM KBTZ

X 3 1/4" EMBED.

#8 SMS

SCREW, TYP.

A. CONC FILLED DECK - WALL PARALLEL

+/-45.00°

250T150-54 BRACE @

48" O.C., MAX.

CUT FLANGE AND

BENT 45 DEG., TYP.

(3) #8 SMS SCREW

54 MIL X 1 1

2" FL. CONT TRACK

W/ #8 SMS EA.FL EA. STUD

(1)#10 SMS SCREW

STUD

WALL

(E) METAL DECK w/

CONCRETE FILL

(1)1/2"DIAM KBTZ

X 3 1/4" EMBED.

#8 SMS

SCREW, TYP.

B. CONC FILLED DECK - WALL PERPENDICULAR

+/-45.00°

250T150-54 BRACE @ 48" O.C., MAX.

CUT FLANGE AND BENT 45 DEG., TYP.

(3) #8 SMS SCREW

54 MIL X 1 1

2" FL.

CONT TRACK W/ #8

SMS EA.FL EA. STUD

(1)#10 SMS SCREW

2" MIN.

STUD

WALL

METAL DECK

w/ CONCRETE

FILL

1-1/4"

MIN.

2" x 68 MIL STEEL

STRAP @

EA.STUD, 20" O.C.,

MAX.

(2) #8 SMS PER

STRAP

(1) 0.157" DIA x 1" EMBED

SHOTPIN, ICC ESR 2269 @

EA. STEEL STRAP

54-MIL SLIP STRACK SYSTEMS

REF. ICC ESR -2012

1"

3/4" DEFL. GAP

#8 x 9/16"

WAFERHEAD

FRAMING

SCREW, TYP.

A. CONC FILLED DECK - WALL PARALLEL

STUD WALL

(2) 0.157" DIA x 1"

EMBED SHOTPIN @

EA. FLUTE

B. CONC FILLED DECK - WALL PERP.

METAL DECK w/

CONCRETE FILL

NOTE:

SEE "A" FOR

ADD'L INFO

(E) ROOF SLAB W2 + 3 1/4" LWC

ROUGHEN (E) CONCRETE SURFACE

TO AN AMPLITUDE OF 1/4"

#4 @ 16" O.C. EPOXY DOWEL - HILTI HY200(N) CURB 6" W X 1'-6" H

AROUND NEW OPNG

1#6 CON'T HILTI SHOTPIN XU @ 16" O.C.1#6 CON'T

600T150-43 TRACK 6" STUD

WALL ABOVE - SEE ARCH

EDGE OF (N) OPNG

(N)C10X15.3

3/4" DIAM. @ 4'-0" O.C. MAX. - 2 BOLTS MIN.

(GRADE 5) BOLTS THRU FLOOR ( HOLES ARE

1/16" LARGER THAN BOLT DIAMETER MAX.)

(E) ROOF SLAB W2 + 3 1/4" LWC

STRUT BENEATHE FLOOR

L4X4X3/8 W/ 1/2"DIAM KBTZ

X 3 1/4" EMBED

ISOLATOR

ROUGHEN (E) CONCRETE SURFACE

TO AN AMPLITUDE OF 1/4"

#4 @ 8" O.C. EPOXY DOWEL - HILTI HY200

(N) CURB

#6 @7" E.F.

CON'T.

EQUIPMENT

BASE

AHU - 6A

CH - 6A

ARCH AND MECH VERIFY

TY

P.

MIN

EDGE OF SLAB TYP.

RETURN DUCTS

FOR SUPPLY AND

(N) ROOF OPENING

2' -1

0"

7'-6"

(E) WIDE FLANGE BEAM

BE

AM

S

PA

C

IN

G (1

2' -0

" M

AX

(N) C10X15.3

6"

6"

(N ) C

X

.3

(E) WIDE FLANGE BEAM

(N) C10X15.3

(N )C

X

.3

7 8/ " 6"

6"

M

EC

H V

ER

IF

Y

AR

C H

WALL CONSTRUCTION

DOG HOUSE. SEE ARC FOR STUD

STUD WALL ABOVE TO FORM

6' W X 1'-6" H CURB WITH 6"

1"

OVER METAL DECK

TO SAW-CUTTING (E) CONC

INSTALL (N) FRAME BEFORE

BEAM PER PLAN

(E) BEAM

(N) C10X15.3

(E) SLAB_ON_DECK

(N) PL 38/ " SHEAR_PL

(N) PL 38/ " STIFF_PL

1 4/ 1 4/

3 SIDES TYP

1 4/

3 SIDES TYP

4 15 16/ "

(N) C10X15.3

1"

(E) SLAB_ON_DECK

(N) C10X15.314/ 14/

TYP

OVER METAL DECK

SAWCUT OPN'G IN (E) CONC

1' -1

2/ "

4th =146'-0"

2'-10"

4/ "

W16X31 (E) BM

SEE MECH DWG.

BRACE AS REQUIRED,

W10X26 (E) BEAM (E) C10X15.3

V.I.F.

W16X31 (E) BM

(E) C10X15.3 V.I.F.

(E) C10X15.3 V.I.F.

W16X89 (E) BM

(N) C10X15.3

W16X31 (E) BM

(N) C10X15.3

SEE MECH DWGS

HVAC FOR SPECS

SEE ARCH DWGS

(N) DUCT DOGHOUSE

SEE MECH DWGS

HVAC FOR SPECS

Roof =162'-0"

3rd =130'-0"

2nd FLR=114'-0"

1st FLR=98'-012/ "

6" M

IN

2'-10"

1' -6

5 8/ " 4"

5' -5

3 8/ "

(N) C10X15.3

(N) C10X15.3

14/ 14/

3 SIDES TYP

1"

(N) PL 38/ " STIFF_PL

WALL CONSTRUCTION.

SEE ARC FOR STUD

TO FORM DOG HOUSE.

6" STUD WALL ABOVE

(E) BEAM

( 2 ) 34/ " Ø A325N_TC BOLTS

(E) ROOF SLAB W2 + 3 14/ " LWC

SEE 5/SS701

6' W X 1'-6" H CURB

14/ 14/

3 SIDES TYP

METAL DECK

(E) CONC OVER

SAWCUT OPN'G IN

14/ 14/

TYP

EDGE OF (N) OPNG

6"

(N) C10X15.3

WALL CONSTRUCTION.

SEE ARC FOR STUD

TO FORM DOG HOUSE.

6" STUD WALL ABOVE

METAL DECK

(E) CONC OVER

SAWCUT OPN'G IN

EDGE OF (N) OPNG

SEE 5/SS701

6' W X 1'-6" H CURB

(E) ROOF SLAB W2 + 3 14/ " LWC

6"

(N) C10X15.3

1 4/ 1 4/

TYP1"

GE UPS CABINET ATTACHMENT DETAIL

SCALE = 1:248

Te kl a St ru ct ur es

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

Gene Klow, AIA

(855) 521-1110

Alexandria, Virginia 22314

123 S Royal Street Concourse Federal Group

VAPAHCS Cath Lab Suite Upgrade

3801 Miranda Avenue, Palo Alto, CA

640-13-134

07/10/2020 WT JJA/ KLC

100% - Bid Set www.gplainc.com

Santa Clara, CA 95054 Telephone: 408 654-0475

Structural Engineers and Builders 3350 Scott Blvd, Bldg 48

Gregory P. Luth & Associates, Inc.

Gregory P. Luth, S.E.

Exp. 12/31/2020

S

No. S2718

A

S A

ST UCT

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SS702

DETAILS

GE TILTING TABLE ATTACHMENT DETAIL

SCALE = 1:242

GE GANTRY ATTACHMENT DETAIL

SCALE = 1:241

GE AUTO TRANSFORMER ATTACHMENT DETAIL

SCALE = 1:243

GE C1 CABINET ICS730 ATTACHMENT DETAIL

SCALE = 1:244

GE C2 CABINET ICS730 ATTACHMENT DETAIL

SCALE = 1:245

GE CHILLER ATTACHMENT DETAIL

SCALE = 1:246

LARGE CABINET ATTACHMENT DETAIL

SCALE = 1:247

OMNICELL ATTACHMENT DETAIL

SCALE = 1:249

CLEANSUITE SUPPORT AT BEAM DETAIL

SCALE = 1:1610

CLEANSUITE SUPPORT DETAIL

SCALE = 1:1611

DUCT SLEEPER ANCHORAGE DETAIL

SCALE = 1:1610

.7"

20.7"

Y 8"8"

8"

X

FRONT ELEVATION

USE 8-5/8" Ø (A449) THREADED

ROD THRU FLOOR (HOLES TO BE

16" LARGER THAN BOLT

DIAMETER MAX.

POST ASSEMBLY &

BASE PLATE BY

MANUFACTURER

BOLT SPECS: 5

8 " Ø (A449) THREADED ROD

FT = 20,700 LB/BOLT (TENSION)

FV = 11,050 LB/BOLT (SHEAR)

TENSION (T) - Tu_maximum = 10,546 LB/BOLT SHEAR(V) - Vu_maximum = 5,472 LB/BOLT

PLAN AT BASE

NOTE:

1) ANCHORAGE DESIGN PER 2018 CALIFORNIA BUILDING CODE AND

ASCE 7-16 STRENGTH DESIGN IS USED.

Tu Tu Tu

Vu

CG. WT = 2183 LB FOR 165130

= 2204 LB FOR 165140

.9"

13.4"

47.7" (MAX.)

ROTATIVE FIED ARMS

STEEL TUBE POST FOR

TEMPORARY RESTRAINT OF

MOBILE GANTRY BY GE

(8)-5/8" DIAM. A490

THREADED ROD

THRU FLOOR

(E) W2+5.5"LWC

L3X3X1/4

CL

POST/

PLATE

.4"

BOLT FORCES:

1/2" Ø KBTZ X 3 1/4" AT LOWER FLUTE

Y

X

Tu Tu

Vu

.72

27.6"

C.G. WT. = 2,191 LB

(INCLUDES 450 LB PATIENT)

USE 10-M20 (GRADE 5) BOLTS

THRU FLOOR ( HOLES TO BE 1

16"

LARGER THAN BOLT DIAMETER MAX.)

Tu = 3164 LB/BOLT (MAX) Vu = 578 LB/BOLT (MAX)

(E) FLOOR SLAB W2 + 5 1/2" LWC

STRUT BENEATHE FLOOR

L3X3X1/4 W/ 1/2"DIAM KBTZ

X 3 1/4" EMBED

USE 10-M20 (GRADE 5) BOLTS

THRU FLOOR ( HOLES TO BE 1

16"

LARGER THAN BOLT DIAMETER MAX.)

C.G. WT. = 2191 LB

(INCLUDES 450 LB PATIENT)

C.G. WT. = 2191 LB

(INCLUDES 450 LB PATIENT)

(Y = 34.72")

PLAN AT BASE

ELEVATION

NOTE:

1) FORCES ARE DETERMINED PER 2019 CALIFORNIA BUILDING CODE AND ASCE 7-16.

STRENGTH DESIGN IS USED. (SDS = 2.20, ap = 1.0, Ip = 1.5, Ro = 1.5, z/h < 1 HORIZONTAL FORCE (Eh) = 2.64 Wp VERTICAL FORCES (Ev) = 0.44 Wp

2) CENTER OF GRAVITY (C.G.) AND WEIGHT ARE THE GOVERNING PARAMETERS FOR DESIGN. THESE

CALCULATIONS ENCOMPASS ALL WEIGHT UP TO THE MAXIMUM WEIGHT SHOWN.

3) STRUCTURAL ENGINEER OF RECORD FOR THE BUILDING SHALL PROVIDE SUPPORT STRUCTURE DESIGNED TO SUPPORT WEIGHTS AND FORCES SHOWN IN COMBINATION WITH ALL OTHER LOADS THAT MAY BE PRESENT.

LOADS:

PER 2019 CALIFORNIA BUILDING CODE AND ASCE 7-16.

STRENGTH DESIGN IS USED. (SDS = 2.20, ap = 1.0, Ip = 1.5, Ro = 1.5, z/h < 1

WEIGHT = 2,191 LB

HORIZONTAL FORCE (Eh) = 2.64 Wp = 5784 LB VERTICAL FORCES (Ev) = 0.44 Wp = 964 LB

BOLT GROUP PROPERTIES:

Ix-x = 1073 in^4 Iz-z = 950 in^4 Iy-y = 2023 in^4

MOMENTS:

Mxx = 5784# (34.72") = 200,821 " - # Mz-z = 5784# (34.72") = 200,821 " - # My-y = 5784# (0") = 0 " - #

BOLT GROUP PROPERTIES:

FT = 32,873 LB/BOLT (TENSION)

FV = 15,194 LB/BOLT (SHEAR)

4.92" 8.86" 13.78"

7.8 5"

7.8 5"

2.9 7"

2.9 7"

FRONT ELEVATION

USE 2-3/8" Ø (A36) THREADED ROD

THRU FLOOR (HOLES TO BE 1

16"

LARGER THAN BOLT DIAMETER MAX.

Tu Tu

Vu

C.G. WT = 100 LB

(E) FLOOR SLAB W2 + 5 1/2" LWC

STRUT BENEATH FLOOR

L3X3X1/4 WITH 1/2"DIAM. KBTZ

X 3 1/4" EMBED

Vu

SIDE ELEVATION

Tu

Vu

6.4"

C.G.

6.3"

3.2" 11.4"

FRONT ELEVATION

USE 2-3/8" Ø (A449) THREADED

ROD THRU FLOOR (HOLES TO

BE 1

16" LARGER THAN BOLT

DIAMETER MAX.

Tu Tu

Vu

(E) FLOOR SLAB W2 + 5 1/2" LWC

STRUT BENEATH FLOOR

L3X3X1/4 W/ 1/2" DIAM. KBTZ X

3 1/4" EMBED

Vu

SIDE ELEVATION

Tu

Vu

C.G.

Vu

30.76"

Vu

1" MAX.

C.G. WT. =

1010 LB

29.9"

.2"

.8"

TYP. TYPE 3 BACKING PLATE

(16 GA., 50 KSI MIN.) AND

THE WALL STRUCTURE

PRE-MANUFACTURED WALL

BRACKET (BY G.E.) W/ 8 - #12

S.M. SCREWS

TO BACKING PLATE

Tu

12.3" MAX.

EQ

EQ

4" M

AX

8" THK. GYP BOARD

21.4"

FRONT ELEVATION

USE 2-3/8" Ø (A449) THREADED

ROD THRU FLOOR (HOLES TO

BE 1

16" LARGER THAN BOLT

DIAMETER MAX.

Tu Tu

Vu

(E) FLOOR SLAB W2 + 5 1/2" LWC

STRUT BENEATH FLOOR

L3X3X1/4 WITH 1/2" DIAM X

3 1/4" EMBED

Vu

SIDE ELEVATION

Tu

Vu

C.G.

Vu

31.76"

Vu

1" MAX.

C.G. WT. = 567 LB

29.9"

.7"

.3"

TYPE 3 BACKING PLATE

(16 GA., 50 KSI MIN.) AND

THE WALL STRUCTURE

PRE-MANUFACTURED WALL

BRACKET (BY G.E.) W/ 6 - #12 S.M.

SCREWS

TO BACKING PLATE

Tu

11.8" MAX.

EQ

EQ

4" M

AX

8" THK. GYP BOARD

21.4"

FRONT ELEVATION

USE 4 - 1/2" Ø (A36) THREADED

ROD THRU FLOOR (HOLES TO

BE 1

16" LARGER THAN BOLT

DIAMETER MAX.

Tu

Vu

C.G. WT = 325 LB

(E) FLOOR SLAB W2 + 5 1/2" LWC

STRUT BENEATH FLOOR

L3X3X1/4 WITH 1/2" DIAM. KBTZ

X 3 1/4" EMBEDMENT

Vu

PLAN AT BASE

.9"

Tu

(2) - 10 GA. STEEL MOUNTING

BRACKETS W/ (4) 1

4" Ø TEK

SCREWS EACH BRACKET

( BY G.E.)

11" 12.3"

C.G.

8"

11" 12.3"

FRONT ELEVATION

USE 2-3/8" Ø (A449) THREADED

ROD THRU FLOOR (HOLES TO

BE 1

16" LARGER THAN BOLT

DIAMETER MAX.

Tu

Vu

(E) FLOOR SLAB W2 + 5 1/2"LWC

STRUT BENEATH FLOOR

L 3X3X1/4 W/ 1/2" DIAM. KBTZ

X 3 1/4" EMBED.

SIDE ELEVATION

Tu

Vu

C.G.

Vu

C.G. WT. = 254 LBS

TYPICAL BACKING PLATE TYPE 3

(16 GA., 50 KSI MIN.) AND

THE WALL STRUCTURE

PRE-MANUFACTURED WALL

BRACKET (BY G.E.) W/ 4- 1

4" Ø

TEK. SCREWS

TO BACKING PLATE

Tu

8" THK. WALL BOARD

Tu

Vu

Vu

.5"

.6"

.1"

19.3"

19.3"

31.3"

14.5" MAX.

FRONT ELEVATION

USE 4 - M12(CLASS 5.8)

THREADED ROD THRU

FLOOR (HOLES TO BE 1

16"

LARGER THAN BOLT

DIAMETER MAX.

Tu

Vu

C.G. WT = 90 LB MAX.

(E) FLOOR SLAB W2 + 5.5" LWC

STRUT BENEATH FLOOR

L3X3X1/4

PLAN AT BASE

Tu

EATON SEISMIC KIT

(PART NO. SMKITA)

4 BRACKETS

2 STRAPS W/ CINCH

9"

Vu

Tu = 79 LB/BOLT (MAX) Vu = 81 LB/BOLT (MAX)

13.47" +/-

.27

EQ

EQ

C.G. WT = 90 LB MAX.

(Y = 9")

EQ EQ

1/2" DIAM X 3 1/2"

KBTZ AT EA. END

C.G.

2'-33 4" 1'-10 1

2"

2"

3'- 3"

1'-0" 101 2"1'-17

8" 1'-17 8"

3" 91 2"

81 2" 23 8"

1'-

1 2"

51 2"

Fp

2"41 4"13

4"

Fp

MOUNT BRACE BRACKET - PLAN VIEW

WALL

FRONT ELEVATION SIDE ELEVATION

Wp = 1,232 LBS

C.G.

EXISTING SLAB

W2+5 1/2" LWC

MOUNT BRACE BRACKET

LLH 8X4X7/16 + PIN UNIT AT

FRONT WITH END PLATE. -

PROVIDED BY OMNICELL

L3X3X1/4 X 1'-6" MIN.

CLEARANCE TO

WALL, MIN.

(6) 5/8" DIAM. A307 THRU BOLTS AT BASE

BRACKET, TYP. MAX. DRILLED HOLE SIZE =

BOLT DIAM + 1/16".

MOUNT BRACE BRACKET

(6) 5/8" DIAM. A307 THRU BOLTS

L3X3X1/4

CLEARANCE TO

WALL, MIN.

MANUFACTURER PROVIDED PERMANENT PLAQUE

MUST BE AFFIXED ON THE UNIT STATING THE

FOLLOWING "WEIGHT OF CONTENTS SHALL NOT

EXCEED 10 PCF". DESIGNED WEIGHT OF CONTENT

IS 10 PCF. VERIFY IN FIELD BEFORE INSTALLATION.

5/8" DIAM. A307 THRU BOLTS AT BASE BRACKET

ANCHOR HOLES, 6 TOTAL PER BRACKET.

1/2" END PLATE WITH PIN UNIT -

PROVIDED BY MANUFACTURER NOTES:

1. VERIFY THAT THE…