Attachment 10 - 20220404_Mather Construction Combined drawings 3.15.21 VOLUME I.pdf

DRAWING LIST

BUILDING SUMMARY

PROJECT INFORMATION

Project Name: Design Social Work and Expand Clinical Space

Project Number: 612-163

Project Location: VA Northern California Health Care System - Mather, CA

Project Purpose/Use: VA Social Services and Outpatient Care

BUILDING AREA:

FIRST FLOOR 7,555.74 GSF

SECOND FLOOR 6,732.62 GSF

TOTAL 14,286 GSF (INCLUDING OUTSIDE STORAGE)

GENERAL NOTES

1. THESE DRAWINGS SHALL BE USED ONLY FOR THIS SPECIFIC PROJECT/SITE LOCATION. THESE DRAWINGS ARE A COMPOSITE SET OF CONTRACT DOCUMENTS AND SHALL NOT BE SEPARATED FOR DISTRIBUTION. THE GENERAL CONTRACTOR SHALL REVIEW ALL DRAWINGS AND PROVIDE/DISTRIBUTE THE ENTIRE SET TO EACH SUBCONTRACTOR FOR INTERDISCIPLINARY COORDINATION.

2. THE GENERAL CONTRACTOR SHALL VISIT THE SITE TO INSPECT EXISTING CONDITIONS AND VERIFY WORK BEING PERFORMED

BEFORE SUBMITTING COST QUOTATIONS FOR WORK.

3. NOTIFY THE ARCHITECT PROMPTLY OF ANY ERRORS, OMISSIONS, INCONSISTENCIES, DISCREPANCIES AND CONFLICTS WITHIN THE CONTRACT DOCUMENTS AND ITS ASSOCIATED FIELD/PROJECT CONDITIONS SO THAT A RESOLUTION CAN BE PROVIDED PRIOR TO

CONTINUING WITH WORK.

4. DO NOT SCALE THE DRAWINGS. REQUEST ANY MISSING DIMENSIONS FROM THE ARCHITECT

5. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL BUILDING CODE REQUIREMENTS, SHALL BE EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND SHALL CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER, THE ARCHITECT, AND THE AUTHORITIES HAVING JURISDICTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY FEES ASSOCIATED WITH PROCURING SUCH PERMITS AND CERTIFICATES AND SHALL FURNISH COPIES OF

PERMITS, INSPECTIONS, AND CERTIFICATES TO THE OWNER.

6. THE GENERAL CONTRACTOR SHALL COORDINATE ALL WORK TO MINIMIZE DISRUPTION OF ANY EXISTING TENANTS OR BUILDING OPERATIONS (IF ANY). THE GENERAL CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT BUILDING OCCUPANTS, MATERIALS, AND EXISTING CONSTRUCTION THROUGHOUT ALL PHASES OF CONSTRUCTION. DAMAGE TO ANY NEW CONSTRUCTION OR

EQUIPMENT SHALL BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

7. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE ON A DAILY BASIS.

8. ANY REQUESTS FOR SUBSTITUTIONS OF ANY SPECIFIED ITEM ARE TO BE SUBMITTED TO THE VA COR IN WRITING AND WILL BE CONSIDERED ONLY IF THE ALTERNATE PROPOSED IS PROVEN TO BE ADVANTAGEOUS TO THE OWNER WITH RESPECT TO DELIVERY

DATE, QUALITY, OR COST, AND IF IT MEETS THE DESIGN INTENT.

9. THE MEANS AND METHODS OF CONSTRUCTION, AND TEMPORARY STRUCTURES AND FACILITIES, ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE ARCHITECT DOES NOT ASSUME ANY RESPONSIBILITY FOR THE CONTRACTOR'S MEANS AND METHODS OR

FOR TEMPORARY STRUCTURES.

10. DEMOLITION OF EXISTING STRUCTURE(S) IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE CONTRACTOR SHALL

EMPLOY ENGINEERING EXPERTISE AS NEEDED TO ASSIST IN DEMOLITION.

11. JOB SITE SAFETY AND SECURITY ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL CONSULT WITH LOCAL FIRE AUTHORITIES TO ASCERTAIN REQUIREMENTS FOR FIRE SUPPRESSION AND SAFETY DURING CONSTRUCTION. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR MEETING OSHA REGULATIONS DURING CONSTRUCTION.

12. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR STORAGE AND PROTECTION OF BUILDING MATERIALS, AND INSTALLED CONSTRUCTION, FROM INCLEMENT WEATHER, THEFT, AND OTHER HAZARDS. THE GENERAL CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR STORAGE OF MATERIALS. PARTIALLY COMPLETED WALLS SHALL BE COVERED TO PROTECT FROM WATER INTRUSION. DAMAGE, INCLUDING BUT NOT LIMITED TO MOLD, RESULTING FROM WATER INTRUSION DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. CLEANING OF MOLD ON GYPSUM BOARD IS NOT

ACCEPTABLE. IF MOLD OCCURS, THE GYPSUM BOARD MUST BE REPLACED.

13. ALL WORK SHOWN ON THESE DRAWINGS IS TO BE CONSIDERED AS "BASE BID" SEE BID ALTERNATE INDEX BELOW AND THE

SPECIFICATIONS FOR FURTHER INFORMATION.

PROJECT TEAM

OWNER

Department of Veterans Affairs Network Contracting Office 21 (NCO 22) 855 M Street, Suite 1020 Fresno, CA 93721

ARCHITECT

Romanyk Consulting (RCC) 3308 Preston Road, Suite 350-164 Plano, TX 75093

Denise Groves, CO denise.groves@va.gov

559-228-6932

Rebecca Olson, AIA

STRUCTURAL ENGINEER

IMEG Corp.

300 North Lake Avenue, 14th Floor Pasadena, CA 91101

Sevan Benjanian, P.E.

PLUMBING ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

CIVIL ENGINEER AND LANDSCAPE

IMEG Corp.

300 North Lake Avenue, 14th Floor Pasadena, CA 91101

IMEG Corp.

300 North Lake Avenue, 14th Floor Pasadena, CA 91101

IMEG Corp.

300 North Lake Avenue, 14th Floor Pasadena, CA 91101

CALIBRE ENGINEERING, INC.

9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129

Mike Iezza, P.E.

Ben Murphy

CONSULTANTS:

Scott Nelson, P.E.

Hanriet Abrahamian, P.E.

LOW VOLTAGE ENGINEER

IMEG Corp.

300 North Lake Avenue, 14th Floor Pasadena, CA 91101

Muhamed Aziz, P.E.

SHEET NUMBERING VICINITY MAPS

1. AREA MAP 2. SITE LOCATION A101

SHEET TYPE

DESIGNATOR

SHEET NUMBER

WITHIN SERIES

DISCIPLINE:

ARCHITECTURAL

GI - GENERAL INFORMATION

GC - GENERAL CONTRACT

AS- ARCHITECTURAL SITE

AD - DEMOLITION

AE- ARCHITECTURAL ELEMENTS

AI- ARCHITECTURAL INTERIORS

AF- ARCHITECTURAL FINISHES

C-CIVIL

CD - DEMOLITION & EROSION CONTROL

CE- EXISTING CONDITIONS

CG - GRADING

CS - CIVIL SITE

CU - CIVIL UTILITIES

L - LANDSCAPE

S- STRUCTURAL

SB - STRUCTURAL SUBSTRUCTURE

SF- STRUCTURAL FRAMING

SJ - STRUCTURAL DETAILS

SK - PERSPECTIVE

FA-FIRE PROTECTION DETECTION AND ALARM

FX- FIRE PROTECTION SUPPRESSION

P- PLUMBING

PS - PLUMBING SITE

PL- PLUMBING FIXTURES

M- MECHANICAL

MH- MECHANICAL HVAC

MJ- MECHANICAL DETAILS

E- ELECTRICAL

EL- ELECTRICAL LIGHTING

ELP-LIGHTNING PROTECTION

EP- ELECTRICAL POWER

ES- ELECTRICAL SITE

ET- ELECTRICAL TELECOMMUNICATIONS

TS- TELECOMMUNICATIONS SITE PLAN

BID ALTERNATE INDEX

BID ALTERNATE#1

BID ALTERNATE #2

BID ALTERNATE #3

BID ALTERNATE #4

BID ALTERNATE #5

BID ALTERNATE #6

SEE SHEETS: 1/AE102, 1/AE105, 1/AE201, 2/AE201,

6/AF101, & 2/AF102

SEE SHEETS: 1/AE101 & 3/AI103

SEE SHEETS: 2/AS101 & 3/AS101

SEE SHEET: 1/AS101

SEE SHEET: 1/AE101, 1/AE201, 2/AE201, 4/AI103, &

5/AI103

SEE SHEET: 1/AS101

*NOTE: BID ALTERNATES WILL BE CLOUDED ON THE APPLICABLE SHEETS

PETER A. McCUEN BLVD.

F E

M O

Y E

R S

T

APPROVED BUILDING SITE

FUTURE EXTENSION OF MCCUEN

TWO

STORY BUILDING

FOOT PRINT

25' PSDM SETBACK

LINES

SITE

VA MEDICAL

CENTER

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Consultant:

IMEG CORP. (M,E,P, & S)

300 NORTH LAKE AVENUE, 14TH FLOOR

PASADENA, CA 91101

CALIBRE ENGINEERING, INC. (CIVIL AND LANDSCAPE)

9090 SOUTH RIDGELINE BOULEVARD, SUITE 105

HIGHLANDS RANCH, CO 80129

KLEINFELDER (GEOTECH)

6700 KOLL CENTER PARKWAY

SUITE 120

PLEASANTON, CA 94566

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

B

IM

/V

IS

N

M a th e r

S o c ia l S e rv ic e s B u ild in g /M a th e r

S o c ia l S e rv ic e s

S

D

.r v t

/1

/2

:4

:1

P M

COVER SHEET

GC EM

CONSTRUCTION

DOCUMENT SUBMISSION

FULLY SPRINKLERED

612-163

GI101

DESIGN SOCIAL WORK AND

EXPAND CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

DESIGN SOCIAL WORK

AND EXPAND CLINICAL SPACE

Department of Veterans Affairs Site Location

VA Northern California Health Care System

3551 Femoyer Street Mather, CA 95655

Project Number - 612-163 RCC Contract Number - VA261-17-C-0044

CONSTRUCTION DOCUMENT SUBMISSION #2

DECEMBER 4, 2020

SHEET

NUMBER SHEET TITLE

MH201 HVAC PIPING FIRST FLOOR PLAN

MH202 HVAC PIPING SECOND FLOOR PLAN

MH203 HVAC PIPING ROOF PLAN

MH301 AIR BALANCE SUMMARY

MH401 HVAC CONTROLS

MH402 HEATING WATER FLOW DIAGRAM

MH501 MECHANICAL SECTIONS

MJ601 MECHANICAL DETAILS

MJ602 MECHANICAL DETAILS

MJ603 MECHANICAL DETAILS

E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS, AND

GENERAL NOTES

E-002 ELECTRICAL LIGHTING FIXTURE SCHEDULE

E-003 PANEL SCHEDULES

E-004 PANEL SCHEDULES

ES101 ELECTRICAL SITE PLAN

EL101 ELECTRICAL FIRST FLOOR LIGHTING PLAN

EL102 ELECTRICAL SECOND FLOOR LIGHTING PLAN

EL103 ELECTRICAL ROOF LIGHTING PLAN

ELP103 LIGHTING PROTECTION PLAN

EP101 ELECTRICAL FIRST FLOOR POWER PLAN

EP102 ELECTRICAL SECOND FLOOR POWER PLAN

EP103 ELECTRICAL ROOF POWER PLAN

E-201 ELECTRICAL FIRST FLOOR PHOTOMETRIC

CALCULATIONS

E-202 ELECTRICAL SECOND FLOOR PHOTOMETRIC

CALCULATIONS

E-203 ELECTRICAL FIRST FLOOR PHOTOMETRIC

CALCULATIONS-EMERGENCY

E-204 ELECTRICAL SECOND FLOOR PHOTOMETRIC

CALCULATIONS-EMERGENCY

E-205 ELECTRICAL SITE PLAN PHOTOMETRIC

CALCULATIONS

E-206 ELECTRICAL SITE PLAN PHOTOMETRIC

CALCULATIONS-EMERGENCY

E-210 ELECTRICAL CROSS SECTIONS

E-300 ELECTRICAL SINGLE LINE DIAGRAM

E-401 ELECTRICAL DETAILS

E-402 ELECTRICAL DETAILS

E-403 ELECTRICAL DETAILS

E-404 ELECTRICAL DETAILS

E-405 ELECTRICAL DETAILS

E-406 LIGHTNING PROTECTION DETAILS

E-407 LIGHTNING PROTECTION DETAILS

E-408 LIGHTNING PROTECTION DETAILS

ET001 TELECOMMUNICATION SYMBOLS, ABBREVIATIONS,

AND GENERAL NOTES

TS101 TELECOMMUNICATION SITE PLAN

ET101 TELECOMMUNICATION FIRST FLOOR PLAN

ET102 TELECOMMUNICATION SECOND FLOOR PLAN

ET401 TELECOMMUNICATION ENLARGED PLANS

ET402 TELECOMMUNICATION DETAILS

ET403 TELECOMMUNICATION DETAILS

ET404 TELECOMMUNICATION RISER DIAGRAM

ET501 TELECOMMUNICATIONS SCHEDULES

SHEET

NUMBER SHEET TITLE

AI118 SEISMIC DETAILS

AI119 MISCELLANEOUS DETAILS

AF101 MILLWORK ELEVATIONS

AF102 MILLWORK SECTIONS & ENLARGED PLAN

AF103 DOOR AND WINDOW SCHEDULE AND DETAILS

AF104 ROOM FINISH SCHEDULE

AF105A WALL TYPES

AF105B WALL TYPES

AF106 ALUMINUM FRAME TYPES

AF107 ALUMINUM FRAME TYPES

AF108 ALUMINUM FRAME TYPES

FA001 FIRE ALARM GENERAL NOTES AND EQUIPMENT

LIST

FA101 FIRE ALARM FIRST FLOOR PLAN

FA102 FIRE ALARM SECOND FLOOR PLAN

FA200 FIRE ALARM CALCULATIONS AND RISER DIAGRAM

FA301 FIRE ALARM DETAILS

FA302 FIRE ALARM DETAILS

FX001 FIRE PROTECTION SYMBOLS, ABBREVIATIONS, AND

GENERAL NOTES

FXS101 FIRE PROTECTION SITE PLAN

FX101 FIRE PROTECTION FIRST FLOOR PLAN

FX102 FIRE PROTECTION SECOND FLOOR PLAN

FX201 FIRE PROTECTION FIRST FLOOR REFLECTED

CEILING PLAN

FX202 FIRE PROTECTION SECOND FLOOR REFLECTED

CEILING PLAN

FX301 FIRE PROTECTION DETAILS

P-001 PLUMBING SYMBOLS, ABBREVIATIONS, AND

GENERAL NOTES

P-002 PLUMBING SCHEDULES

P-003 PLUMBING CALCULATIONS

PS101 PLUMBING SITE PLAN

PL101.2 PLUMBING FIRST FLOOR PLAN - UNDERGROUND

PL101A PLUMBING FIRST FLOOR PLAN - WATER

PL101B PLUMBING FIRST FLOOR PLAN - WASTE

PL102A PLUMBING SECOND FLOOR PLAN - WATER

PL102B PLUMBING SECOND FLOOR PLAN - WASTE

PL103 PLUMBING ROOF PLAN

PL201 PLUMBING DOMESTIC WATER RISER DIAGRAMS

PL202 PLUMBING DOMESTIC WATER RISER DIAGRAM

PL203 PLUMBING WASTE AND VENT RISER DIAGRAM

PL204 PLUMBING WASTE AND VENT RISER DIAGRAM

PL205 PLUMBING GAS RISER DIAGRAM

PL206 PLUMBING STORM RISER DIAGRAM

PL301 ENLARGED PLANS

PL401 PLUMBING DETAILS

M-001 MECHANICAL SYMBOLS, ABBREVIATION, AND

GENERAL NOTES

M-002 MECHANICAL SCHEDULES

M-003 MECHANICAL FIRST FLOOR ZONING PLAN

M-004 MECHANICAL SECOND FLOOR ZONING PLAN

MH101 MECHANICAL FIRST FLOOR PLAN

MH102 MECHANICAL SECOND FLOOR PLAN

MH103 MECHANICAL ROOF PLAN

SHEET

NUMBER SHEET TITLE

SJ302 MOMENT FRAME ELEVATIONS

SJ303 MOMENT FRAME ELEVATIONS

SJ304 ELEVATIONS AND BUILDING SECTIONS

SJ401 FOUNDATION DETAILS

SJ402 FOUNDATION DETAILS

SJ403 FOUNDATION DETAILS

SJ501 STEEL DETAILS

SJ502 STEEL DETAILS

SJ601 EXTERIOR STAIR PARTIAL FRAMING PLANS

SJ602 ENCLOSED STAIR PARTIAL FRAMING PLANS

SJ603 STAIR DETAILS

SK101 BUILDING PERSPECTIVES

AS101 ARCHITECTURAL SITE PLAN

AD101 DEMOLITION PLAN

AE101 FIRST FLOOR PLAN

AE102 SECOND FLOOR PLAN

AE103 FIRST FLOOR DIMENSION PLAN

AE104 SECOND FLOOR DIMENSION PLAN

AE105 ROOF PLAN

AE106 FIRST FLOOR REFLECTED CEILING PLAN

AE107 SECOND FLOOR REFLECTED CEILING PLAN

AE201 ELEVATIONS

AE202 ELEVATIONS

AE203 ELEVATIONS

AE204 BUILDING ELEVATION VIEWS

AE205 BUILDING CROSS SECTIONS

AE206 BUILDING LONGITUDINAL SECTIONS

AI101 WALL SECTIONS

AI102 WALL SECTIONS

AI103A WALL SECTIONS

AI103B WALL SECTIONS & GATE ELEVATION

AI104A ENLARGED TOILET PLANS AND ELEVATIONS

AI104B ENLARGED TOILET PLANS AND ELEVATIONS

AI105A ENLARGED STAIR PLANS

AI105B ENLARGED STAIR SECTIONS

AI106 ENLARGED ELEVATOR PLAN AND SECTIONS

AI107 STAIR DETAILS

AI108 STAIR DETAILS

AI109A WALL DETAILS

AI109B WALL DETAILS

AI109C FOUNDATION DETAILS

AI109D FOUNDATION DETAILS

AI110A COLUMN DETAILS

AI110B COLUMN DETAILS

AI110C COLUMN DETAILS

AI111 TYPICAL GYPSUM BOARDS- ELEVATORS - DETAILS

AI112 TYPICAL GYPSUM BOARD ELEVATOR DETAILS

AI113A CEILING DETAILS

AI114B CEILING DETAILS

AI114C CEILING DETAILS

AI115 ROOF DETAILS

AI116 CURVED ROOF AND SUN CONTROL DEVICE

DETAILS

AI117 SEISMIC DETAILS

SHEET

NUMBER SHEET TITLE

GI101 COVER SHEET

GI102 PROJECT DATA

GI103 GENERAL NOTES, ABBREVIATIONS

GC101 FIRST FLOOR LIFE SAFETY PLAN

GC102 SECOND FLOOR LIFE SAFETY PLAN

CE-100 EXISTING CONDITIONS PLAN

CD-100 DEMOLITION AND EROSION CONTROL PLAN

CG-100 GRADING PLAN

CS-100 SITE PLAN

CU-100 OVERALL UTILITY PLAN

L-101 LANDSCAPE PLANTING PLAN

L-201 LANDSCAPE IRRIGATION PLAN

L-301 LANDSCAPE IRRIGATION AND PLANTING DETAILS

S001 STRUCTURAL GENERAL NOTES, LEGEND AND

ABBREVIATIONS

S002 STRUCTURAL GENERAL NOTES

S003 TYPICAL CONCRETE DETAILS

S004 TYPICAL CONCRETE DETAILS

S005 TYPICAL STEEL DETAILS

S006 TYPICAL STEEL DETAILS

S007 TYPICAL STEEL DETAILS

S008 TYPICAL STEEL DETAILS

S009 TYPICAL STEEL DETAILS

S010 TYPICAL STEEL DETAILS

SB101 FOUNDATION PLAN

SF101 SECOND FLOOR FRAMING PLAN

SF102 ROOF FRAMING PLAN

SF103 PARTIAL FRAMING PLANS

SJ301 MOMENT FRAME ELEVATIONS

SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS

8/15/2017

9/15/2017

12/5/2017

SD-2 PACKAGE 5/15/2018

DD-1 NON REVIEW 8/02/2018

DD-1 SUBMISSION 8/23/2018

DD-2 SUBMISSION 10/27/2018

CD-1 SUBMISSION 02/10/2019

CD-1 RE-SUBMISSION 04/12/2019

CD-1 RE-SUBMISSION 01/31/2020

CD-2 SUBMISSION 04/30/2020

CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020

REVIEW SET FOR CONSTRUCTION DOCUMENT SUBMISSION #2 09/24/2020

12/04/2020 CONSTRUCTION DOCUMENT SUBMISSION #2

300 GROSS

7 NET

5 NET

15 NET

BUSINESS AREAS 150 GROSS

EXERCISE ROOMS 50 GROSS

INDUSTRIAL AREAS 100 GROSS

KITCHENS, COMMERCIAL 200 GROSS

a

20 NET

50 NET

500 GROSS

a

200e 250b

NOT PERMITTED 250b

B 200 300c

300 400c

NOT PERMITTED

NOT PERMITTED

NOT PERMITTED

NOT PERMITTED

NOT PERMITTED

NOT PERMITTED

75d

100d

150d

175d

200c

IBC CHAPTER 3 - OCCUPANCY CLASSIFICATION:

302 CLASSIFICATION

303.1 ASSEMBLY GROUP

304.1 BUSINESS GROUP B

306.2 FACTORY INDUSTRIAL F-1 MODERATE-HAZARD OCCUPANCY

306.3 FACTORY INDUSTRIAL F-2 LOW-HAZARD OCCUPANCY

311.2 MODERATE-HAZARD STORAGE, GROUP S-1

311.3 LOW-HAZARD STORAGE, GROUP S-2

312 UTILITY AND MISCELLANEOUS GROUP U

IBC CHAPTER 6 - TYPES OF CONSTRUCTION:

Type IA Type IB Type IIA Type IIB Type IIIA Type IIIB Type IV

Type VA

Type VB

TABLE 1004.5

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

ACCESSORY STORAGE AREAS,

MECHANICAL EQUIPMENT ROOM

SEE SECTION 1004.6

FUNCTION OF SPACE OCCUPANT LOAD FACTOR

ASSEMBLY WITH FIXED SEATS

ASSEMBLY WITHOUT FIXED SEATS

CONCENTRATED (CHAIRS ONLY - NOT FIXED)

STANDING SPACE

UNCONCENTRATED (TABLES AND CHAIRS)

EDUCATIONAL

CLASSROOM AREA

SHOPS AND OTHER VOCATIONAL ROOM AREAS

WAREHOUSES

BUILDING CODE 2018

IBC CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS:

TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREAS

A. SEE THE FOLLOWING SECTIONS FOR GENERAL EXCEPTIONS TO TABLE 503

SECTION 507 UNLIMITED AREA BUILDINGS

507.1 GENERAL. THE AREA OF BUILDINGS OF THE OCCUPANCIES AND CONFIGURATIONS SPECIFIED IN

SECTIONS 507.1 THROUGH 507.12 SHALL NOT BE LIMITED.

507.5 TWO STORY. THE AREA OF A GROUP B, F, M OR S BUILDING NO MORE THAN TWO STORIES ABOVE GRADE PLANE SHALL NOT BE LIMITED WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, AND IS SURROUNDED AND

ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET (18 288 MM) IN WIDTH.

508.2.4 SEPARATION OF OCCUPANCIES. NO SEPARATION IS REQUIRED BETWEEN ACCESSORY

OCCUPANCIES AND THE MAIN OCCUPANCY. (BUSINESS - STORAGE)

508.3 NONSEPARATED OCCUPANCIES. BUILDINGS OR PORTIONS OF BUILDINGS THAT

COMPLY WITH THE PROVISIONS OF THIS SECTION SHALL BE CONSIDERED AS

NONSEPARATED OCCUPANCIES.

508.3.1 OCCUPANCY CLASSIFICATION. NONSEPARATED OCCUPANCIES SHALL BE

INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. THE

REQUIREMENTS OF THIS CODE SHALL APPLY TO EACH PORTION OF THE BUILDING

BASED ON THE OCCUPANCY CLASSIFICATION OF THE SPACE. IN ADDITION, THE MOST

RESTRICTIVE PROVISION OF CHAPTER 9 WHICH APPLY TO THE NONSEPARATED

OCCUPANCIES SHALL APPLY TO THE TOTAL NONSEPARATED OCCUPANCY AREA.

WHERE NONSEPARATED OCCUPANCIES OCCUR IN A HIGH-RISE BUILDING, THE MOST

RESTRICTIVE REQUIREMENTS OF SECTION 403 WHICH APPLY TO THE

NONSEPARATED OCCUPANCIES SHALL APPLY THROUGHOUT THE HIGH-RISE

BUILDING.

508.3.3 SEPARATION. NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED

OCCUPANCIES. (B - S-1)

SECTION 1009 ACCESSIBLE MEANS OF EGRESS

1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED. ACCESSIBLE MEANS OF EGRESS SHALL

COMPLY WITH THIS SECTION. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN

ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED

BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF

THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS.

1009.7 EXTERIOR AREAS FOR ASSISTED RESCUE. EXTERIOR AREA FOR ASSISTED RESCUE SHALL

BE ACCESSED BY AN ACCESSIBLE ROUTE FROM THE AREA SERVED.

WHERE THE EXIT DISCHARGE DOES NOT INCLUDE AN ACCESSIBLE ROUTE FROM AN EXIT

LOCATED ON THE LEVEL TO THE LEVEL OF EXIT DISCHARGE TO A PUBLIC WAY, AN EXTERIOR

AREA OF ASSISTED RESCUE SHALL BE PROVIDED ON THE EXTERIOR LANDING IN ACCORDANCE

WITH SECTIONS 1009.7.1 THROUGH 1009.7.4.

1009.7.1 SIZE. EACH EXTERIOR AREA FOR ASSISTED RESCUE SHALL BE SIZED TO

ACCOMMODATE WHEELCHAIR SPACES IN ACCORDANCE WITH SECTION 1009.6.3

1009.7.4 SEPARATION. EXTERIOR WALLS SEPARATING THE EXTERIOR AREA OF

ASSISTED RESCUE FROM THE INTERIOR OF THE BUILDING SHALL HAVE A MINIMUM

FIRE-RESISTANCE RATING OF 1 HOUR, RATED FOR EXPOSURE TO FIRE FROM THE

INSIDE. THE FIRE-RESISTANCE-RATED EXTERIOR WALL CONSTRUCTION SHALL

EXTEND HORIZONTALLY NOT LESS THAN 10 FEET (93048MM) BEYOND THE

LANDING ON EITHER SIDE OF THE LANDING OR EQUIVALENT FIRE-RESISTANCE-

RATED CONSTRUCTION IS PERMITTED TO EXTEND OUT PERPENDICULAR TO THE

EXTERIOR WALL NOT LESS THAN 4 FEET (1219MM) MINIMUM ON THE SIDE OF THE

LANDING. THE FIRE-RESISTANCE-RATED CONSTRUCTION SHALL EXTEND

VERTICALLY FROM THE GROUND TO A POINT NOT LESS THAN 10 FEET (3048 MM)

ABOVE THE FLOOR LEVEL OF THE AREA FOR ASSISTED RESCUE OR TO THE ROOF

LINE, WHICHEVER IS LOWER. OPENINGS WITHIN SUCH FIRE-RESISTANCE-RATED

EXTERIOR WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.

EXCEPTION: THE FIRE-RESISTANCE RATING AND OPENING PROTECTIVES

ARE NOT REQUIRED IN THE EXTERIOR WALL WHERE THE BUILDING IS EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALL IN ACCORDANCE

WITH SECTION 903.3.1.1 OR 903.3.1.2.

1009.7.5 OPENNESS. THE EXTERIOR AREA FOR ASSISTED RESCUE SHALL BE OPEN

TO THE OUTSIDE AIR. THE SIDES OTHER THAN THE SIDE SEPARATION WALLS

SHALL BE AT LEAST 50 PERCENT OPEN, AND THE OPEN AREA SHALL BE

DISTRIBUTED SO AS TO MINIMIZE THE ACCUMULATION OF SMOKE OR TOXIC

GASES.

1009.7.6 STAIRWAY. STAIRWAYS THAT ARE PART OF THE MEANS OF EGRESS FOR

THE EXTERIOR AREA FOR ASSISTED RESCUE SHALL PROVIDE A CLEAR WIDTH OF

48 INCHES (1219 MM)BETWEEN HAND-RAILS.

EXCEPTION: THE CLEAR WIDTH OF 48 INCHES (1219 MM) BETWEEN HAND-

RAILS IS NOT REQUIRED AT STAIRWAYS SERVING BUILDINGS EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN

ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2

SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS:

SECTION 1019.3 ALLOWS FOR OPEN COMMUNICATING STAIR(S) BETWEEN

BOTH FLOORS.***

1020.4 DEAD ENDS. WHERE MORE THAN ONE EXIT OR EXIT ACCESS

DOORWAY IS REQUIRED, THE EXIT ACCESS SHALL BE ARRANGED SUCH THAT

DEAD-END CORRIDORS DO NOT EXCEED 20 FEET (6096 MM) IN LENGTH.

EXCEPTIONS:

2. IN OCCUPANCIES IN GROUPS B, E, F, I-1, M, R-1, R-2, R-4, S AND U,

WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC

SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, THE LENGTH

OF THE DEAD-END CORRIDORS SHALL NOT EXCEED 50 FEET (15 240 MM).

SECTION 1101 GENERAL

1101.1 SCOPE. THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DESIGN AND CONSTRUCTION

OF FACILITIES FOR ACCESSIBILITY FOR INDIVIDUALS WITH DISABILITIES.

1102.1 DESIGN. BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE

ACCESSIBLE IN ACCORDANCE WITH THIS CODE AND ICC A117.1.

1103.2.9 EQUIPMENT SPACES. SPACES FREQUENTED ONLY BY SERVICE PERSONNEL FOR

MAINTENANCE, REPAIR OR OCCASIONAL MONITORING OF EQUIPMENT ARE NOT REQUIRED TO COMPLY

WITH THIS CHAPTER.

1109.12.1 DRESSING, FITTING AND LOCKER ROOMS. WHERE DRESSING ROOMS, FITTING ROOMS OR LOCKER ROOMS ARE PROVIDED, AT LEAST 5 PERCENT, BUT NOT LESS THAN ONE, OF EACH TYPE OF

USE IN EACH CLUSTER PROVIDED SHALL BE ACCESSIBLE.

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE

OCCUPANCY WITHOUT SPRINKLER

SYSTEM

(FEET)

WITH SPRINKLER

SYSTEM

(FEET)

A, E, F-1, M, R, S-1 I-1

F-2, S-2, U H-1 H-2 H-3 H-4 H-5

I-2, I-3

ALL CODES SHALL BE THE LATEST PUBLISHED VERSION

BUILDING CODE: 2018 ICC INTERNATIONAL BUILDING CODE ® (IBC)

NFPA 101 LIFE SAFETY CODE

NFPA NATIONAL FIRE CODES WITH EXCEPTION OF NFPA 5000 AND NFPA 900

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS, VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE

PLUMBING CODE: INTERNATIONAL PLUMBING CODE

ELECTRICAL CODE: NATIONAL ELECTRICAL CODE

VA PHYSICAL SECURITY DESIGN MANUAL (PSDM) - JANUARY 2015

**VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC

REQUIREMENTS ARE DIFFERENT).

IBC CHAPTER 10: MEANS OF EGRESS

IBC CHAPTER 11: ACCESSIBILITY

PROJECT SUMMARY:

BUSINESS OCCUPANCY

TYPE V-A CONSTRUCTION (TABLE 504.3)

FULLY SPRINKLERED

(BUILDING)

FLOOR AREA IN SQ. FT PER OCCUPANT = 150

FIRST FLOOR 7,445 S.F. /150

SECOND FLOOR 6,724 S.F. /150

TOTAL OCCUPANCY 14,169 S.F. / 150 = 94

EXIT WIDTH 93 X .2" = 19"

(ACCESSORY)

STORAGE 399 S.F. / 300 = 1.33

EXIT WIDTH 1.33 X .15" = .2"

(EXIT WIDTH IS .15" PER OCCUPANT FOR EGRESS COMPONENT AND .2"

FOR STAIRS IN FULLY SPRINKLED BUILDINGS)

NFPA 101:

SECTIONS 8.6.6 AND 43.10.4.7.1 ALLOW FOR COMMUNICATING STAIR(S) TO BE NON-RATED

AND OPEN TO BOTH FLOORS

STAIRWAYS

(INCHES PER

OCCUPANT)

0.2 a

1005 MEANS OF EGRESS SIZING ILLUSTRATED

OCCUPANCY

WITH SPRINKLER SYSTEM

OCCUPANCIES OTHER THAN H,

AND I-2

OTHER EGRESS

COMPONENTS

(INCHES PER OCCUPANT)

0.15

CONCENTRATED BUSINESS USE AREA SEE SECTION 1004.6

75 75a

Not Permitted

Not Permitted

TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY

MAXIMUM OCCUPANT

LOAD OF SPACE

WITHOUT SPRINKLER

SYSTEM

(feet)

WITH

SPRINKLER

SYSTEM

(feet)

Occupant Load

OL 30 OL>30

I-3

OCCUPANCY

H-4, H-5 I-1, I-2d, I-4

H-1, H-2, H-3

Ac, E, M B F

R-1 R-2 R-3e

R-4e

Sf

U

Not Permitted Not Permitted Not Permitted Not Permitted Not Permitted Not Permitted Not Permitted

Not Permitted Not Permitted Not Permitted Not Permitted Not Permitted Not Permitted Not Permitted

100a

100a

25b

75b 75a

100a

75a

125a

125a, g

125a, g

100a

75a

1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS

TRAVEL DISTANCE.

TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED

WHERE THE DESIGN OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL

DISTANCE EXCEEDS THE VALUE LISTED IN TABLE 1006.2.1. THE CUMULATIVE

OCCUPANT LOAD FROM ADJACENT ROOMS, AREAS OR SPACES SHALL BE

DETERMINED IN ACCORDANCE WITH SECTION 1004.2.

1.THE NUMBER OF EXITS FROM FOYERS, LOBBIES, VESTIBULES OR SIMILAR

SPACES NEED NOT BE BASED ON CUMULATIVE OCCUPANT LOADS FOR AREAS

DISCHARGING THROUGH SUCH SPACES, BUT THE CAPACITY OF THE EXITS FROM

SUCH SPACES SHALL BE BASED ON APPLICABLE CUMULATIVE OCCUPANT LOADS.

I-4 150 200c

200c

1006.3.2 EGRESS BASED ON OCCUPANT LOAD. EACH STORY AND OCCUPIED

ROOF SHALL HAVE THE MINIMUM NUMBER OF SEPARATED AND DISTINCT

EXITS, OR ACCESS TO EXITS, AS SPECIFIED IN TABLE 1006.3.2. A SINGLE EXIT

OR ACCESS TO A SINGLE EXIT SHALL BE PERMITTED IN ACCORDANCE WITH

SECTION 1006.3.3 THE REQUIRED NUMBER OF EXITS, OR EXIT ACCESS

STAIRWAYS OR RAMPS PROVIDING ACCESS TO EXITS, FROM ANY STORY OR

OCCUPIED ROOF SHALL BE MAINTAINED UNTIL ARRIVAL AT THE EXIT

DISCHARGE OR A PUBLIC WAY.

TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY

MINIMUM NUMBER OF EXITS OR

ACCESS TO EXITS FROM STORY

OCCUPANT LOAD

PER STORY

1-500

501-1,000

MORE THAN 1,000

1006.3.3 SINGLE EXITS. A SINGLE EXIT OR ACCESS TO SINGLE EXIT SHALL BE

PERMITTED FROM ANY STORY OR OCCUPIED ROOM WHERE ONE OF THE

FOLLOWING EXISTS:

1. THE OCCUPANT LOAD, NUMBER OF WELLING UNITS AND COMMON

PATH OF EGRESS TRAVEL DISTANCE DO NOT EXCEED THE VALUES IN TABLE

1006.3.3(1) OR 1006.3.3(2)

2. ROOMS, AREAS AND SPACES COMPLYING WITH SECTION 1006.2.1

WITH EXITS THAT DISCHARGE DIRECTLY TO THE EXTERIOR AT THE LEVEL OF

EXIT DISCHARGE, ARE PERMITTED TO HAVE ONE EXIT OR ACCESS TO A

SINGLE EXIT.

(ACCESSORY)

STORAGE

BUILDING

A. BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.

SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEMS ARE PERMITTED IN ACCORDANCE WITH SECTION 903.3.1.2.

F. THE LENGTH OF COMMON PATH OF EGRESS TRAVEL DISTANCE IN A GROUP S-2 OPEN PARKING GARAGE SHALL BE NOT MORE THAN 100

FEET.

C. BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1.

(ACCESSORY)

STORAGE

BUILDING

(ACCESSORY)

STORAGE

BUILDING

(ACCESSORY)

STORAGE

BUILDING

BUILDING

BUILDING

FIRST FLOOR = 5 EXITS

SECOND FLOOR = 2

EXITS /EXIT ACCESS

(ACCESSORY)

STORAGE (ACCESSORY)

STORAGE

HAS SINGLE EXITS. OCCUPANT

LOAD IS 2 FOR THIS SPACE.

BUILDING

FIRST FLOOR

OCCUPANT LOAD: 50

SECOND FLOOR

OCCUPANT LOAD: 44

TOTAL OCCUPANTS: 94

(ACCESSORY)

STORAGE

OCCUPANT LOAD : 2

REFERENCE ARCHITECTURAL BARRIERS ACT (ABA)

PROPOSED PHASING SCHEDULE:

1. PHASE 1. CONNECT ALL OFF SITE UTILITIES TO THE SITE INCLDING TRENCHING, CITY PERMITS, LAYING PIPE, POWER CABLES, COMMUNICATIONS

CABLING AND GAS PIPING TO THE SITE AS REQUIRED FOR THIS PROJECT.

2. PHASE 2: COORDINATE WITH THE VA AND THE AHJ FOR ANY CURB CUTS, ROAD CLOSURES, AND TRENCHING TO BROACH THE CITY OWNED STREETS AND CURB/GUTTER. ALSO COORDINATE THE PLACEMENT OF SECURITY FENCES AND SOIL EROSION BARRIERS WITH BOTH THE VA

AND THE AHJ

3. PHASE 3: COORDINATE WITH THE VA CONCERNING ANY FUTURE ROADS PLANNED ON THE ENTIRETY OF THE CONSTRUCTION SITE AND OWNED

VA PROPERTY THAT THE BUILDING AND THE LIMITED SITE WORK WILL BE ON.

4. PHASE 4: COORDINATE WITH THE VA AND AHJ FOR THE REMAINDER OF THE WORK, OUTSIDE THESE DOCUMENTS, THAT WILL NEED TO

COORDINATE WITH THE CONSTRUCTION DOCUMENTS GIVEN HERE.

5. PHASE 5: COORDINATE THE PLACEMENT OF ANY TRAILERS AND MATERIALS STAGING ON THE PROPERTY AS PART OF THE CONSTRUCTION SCHEDULE TO BE SUBMITTED TO THE VA FOR APPROVAL , PRIOR TO STARTING CONSTRUCTION BY THE GENERAL CONTRACTOR.

6. PHASE 6: CONSTRUCTION OF THE BUILDING ON THE SITE SHALL BE COORDINATED WITH ALL TRADES, THE VA, AND THE AHJ WITH A CONSTRUCTION

SCHEDULE GIVEN TOTHE VA BY THE GENERAL CONTRACTOR PRIOR TO STARTING CONSTRUCTION

7. PHASE 7: COORDINATE SIDEWALKS, PARKING PAVEMENT, LANDSCAPING AND SIGNAGE WITH THE VA AS PART OF THE CONSTRUCTION SCHEDULE

CREATED BY THE GENERAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION

8. PHASE 8: REMOVE ALL TEMPORARY POWER, SECURITY FENCES, SOIL EROSION BARRIERS AND SIDEWALK SAFETY BARRIERS FROMTHE SITE AFTER

ALL CONSTRUCTION IS COMPLETE AND HAS BEEN APPROVED BYTHE VA COR.

EXTERIOR WALLS SHALL BE FIRE-RESISTANCE RATED IN ACCORDANCE WITH TABLES

601 AND 602 AND THIS SECTION.

3 A,B

SECTION 601

GENERAL

TABLE 601

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

BUILDING ELEMENT TYPE I

PRIMARY STRUCTURAL FRAME f (See Section 202)

A B 2 A,B

TYPE II

A B A B

TYPE III

HT

TYPE IV TYPE V

A B

BEARING WALLS

EXTERIOR e,f

INTERIOR

NONBEARING WALLS AND PARTITIONS

EXTERIOR

NONBEARING WALLS AND PARTITIONS

INTERIORd

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY

MEMBERS (See Section 202)

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY

MEMBERS (See Section 202)

3A 2A

2 1 0 2 2 2 1 0

1 B 0 1 B 0 HT 1 B 0

1 01 0 1 0 1/HT

SEE TABLE 602

0 0 0 0 0 0 0 0

SEE SECTION

2304.11.2

HT

HT

2 2 1 0 1

1 1/2,B 1 B,C 1 B,C 0 C 1 B,C

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

IMEG CORP. (M,E,P, & S)

300 NORTH LAKE AVENUE, 14TH FLOOR

PASADENA, CA 91101

CALIBRE ENGINEERING, INC. (CIVIL AND LANDSCAPE)

9090 SOUTH RIDGELINE BOULEVARD, SUITE 105

HIGHLANDS RANCH, CO 80129

KLEINFELDER (GEOTECH)

6700 KOLL CENTER PARKWAY

SUITE 120

PLEASANTON, CA 94566

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

BI

M

VI

SN

- M at he r S oc ia l S er vi ce s

Bu ild in g/

M at he r S oc ia l S er vi ce s

SD

2.

rv t

/4

/2

2:

:5

PM

PROJECT DATA

GC EM

CONSTRUCTION

DOCUMENT SUBMISSION

FULLY SPRINKLERED

612-163

GI102

DESIGN SOCIAL WORK AND

EXPAND CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS

8/15/2017

9/15/2017

12/5/2017

SD-2 PACKAGE 5/15/2018

DD-1 NON REVIEW 8/02/2018

DD-1 SUBMISSION 8/23/2018

DD-2 SUBMISSION 10/27/2018

CD-1 SUBMISSION 02/10/2019

CD-1 RE-SUBMISSION 04/12/2019

CD-1 RE-SUBMISSION 01/31/2020

CD-2 SUBMISSION 04/30/2020

CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020

ARCHITECTURAL DRAWING ABBREVIATIONS ARCHITECTURAL SYMBOLS

LEGEND

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT,

OR CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS BATT

INSULATION

EXPANDED

POLYSTYRENE RIGID

INSULATION

EXTRUDED

POLYSTYRENE RIGID

INSULATION

POLYISOCYANURATE

RIGID INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT

GYP BD

PLYWOOD

COVER BOARD

MATERIALS

CEILING SYMBOLS

FIRE RESISTANT CONSTRUCTION/FIREPROOFING SCHEDULE

ITEM REQ'D RATING / HR UL/FM # WHERE APPLICABLE

- EXTERIOR WALLS: LOAD BEARING

NON-LOAD BEARING

- FIRE/PARTY WALLS

- SHAFTS

- TENANT SEPARATION

- INTERIOR WALL: LOAD BEARING

- NON-LOAD BEARING RATED WALLS

- INTUMESCENT PAINT ON COLUMNS

- BEAMS

- FLOOR/CEILING

- ROOF/CEILING

FIRE PROOFING NOTES

1. ALL FIRE RESISTIVE RATINGS ARE ASSUMED TO BE THERMALLY UNRESTRAINED.

2. ALL BEAMS AND COLUMNS SHALL BE ADJUSTED USING W/D OR A/P RATIOS TO DETERMINE THE

CORRECT FIREPROOFING THICKNESS.

3. ALL COLUMNS ARE TO RECEIVE INTUMESCENT PAINT FOR FIRE PROOFING.

4. ALL BEAMS AND DECKING ARE TO RECEIVE SPRAY ON FIRE PROOFING.

5. CORRIDORS NOT REQUIRED TO BE RATED PER TABLE 1020.1 OF THE IBC FOR "B" OCCUPANCY

A ---------------------

A LABELCLASS A DOOR

A/C AIR CONDITION

A/C UNITAIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNLACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALG ALUMINUM AND GLASS

AL ALUMINUM

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABELCLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABELCLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABELCLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ELEV EQ ELEVATOR EQUIPMENT

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

N/A

1 HR

N/A N/A

1 HR

N/A N/A

1 HR

UL D8581 HR

1 HR

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT FURNISHED INSTALLED BY

GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GSF GROSS SQUARE FEET

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HAC HOUSE AID KEEPING CLOSET

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

ISO ISOLATION

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHWR SHOWER

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

FIRE RATED CONSTRUCTION

NOTE: REFER TO OTHER

DISCIPLINES FOR

ADDITIONAL SYMBOLS

SD

GWB CEILING

(MOISTURE RESISTANT

WHERE WATER IS

USED IN THE ROOM)

SMOKE DETECTOR

(REFER TO FA DWGS)

EXIT SIGN LOCATION

(REFER TO FA DWGS)

DIFFUSER

RETURN

CEILING HEIGHT,

ABOVE FINISH FLOOR

2X2 TEGULAR

LAY-IN CEILING

A.F.F.1'-0"

RECESSED CAN

LIGHTING FIXTURE

8' UP/DOWN LED PENDANT

CHAIN HUNG UTILITY

LED FIXTURE (WITH

WIRE GUARD)

WALL MOUNTED

LIGHT

2X2 TEGULAR VINYL

COATED GYP. BD. LAY-

IN CEILING

RECESSED LINEAR LED LIGHT

FIXTURE (IN HARD CEILINGS)

SEE OTHER DISCIPLINES FOR

ADDITIONAL ABREVIATIONS

EXTERIOR

WALL MOUNTED LIGHT

FIXTURE

DECORATIVE LED

PENDANT LIGHT

FIXTURE

C CAMERA

ANNOTATION DRAWING SYMBOLS

NOTE: NOT ALL MAY BE USED

UL D858

UL D858

UL U415

UL X649

UL U4651 HR

N/A N/A N/A

N/A N/A

2x4 LED LIGHT FIXTURE

- CORRIDORS N/A N/A SEE NOTE #5

LINEAR

DIFFUSER

1i

0 GRID / COLUMN

LINE

DESIGNATOR

EQUIPMENT NUMBER

DOOR TAG

A#

WALL TYPE

WINDOW TYPE

Room name

150 SF

ROOM NAME/NUMBER

REVISION TAG

NORTH ARROW

Room Rm_Occupancy

150 SF

ROOM

OCCUPANCY &

AREA

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

Name Elevation FLOOR LEVEL &

NAME

PLATE NUMBER

WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A SHEET KEYNOTE

A-101

1 Ref

R ef

1Ref

R ef

INTERIOR ELEVATION

A-101

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A-101

Ref

R ef

R ef

Ref

A-101

SIM

EGRESS PATH OF

TRAVEL

X'-X"

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

IMEG CORP. (M,E,P, & S)

300 NORTH LAKE AVENUE, 14TH FLOOR

PASADENA, CA 91101

CALIBRE ENGINEERING, INC. (CIVIL AND LANDSCAPE)

9090 SOUTH RIDGELINE BOULEVARD, SUITE 105

HIGHLANDS RANCH, CO 80129

KLEINFELDER (GEOTECH)

6700 KOLL CENTER PARKWAY

SUITE 120

PLEASANTON, CA 94566

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

BI

M

VI

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M at he r S oc ia l S er vi ce s

SD

2.

rv t

/4

/2

2:

:0

PM

GENERAL NOTES, ABBREVIATIONS

GC EM

CONSTRUCTION

DOCUMENT SUBMISSION

FULLY SPRINKLERED

612-163

GI103

DESIGN SOCIAL WORK AND

EXPAND CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS

8/15/2017

9/15/2017

12/5/2017

SD-2 PACKAGE 5/15/2018

DD-1 NON REVIEW 8/02/2018

DD-1 SUBMISSION 8/23/2018

DD-2 SUBMISSION 10/27/2018

CD-1 SUBMISSION 02/10/2019

CD-1 RE-SUBMISSION 04/12/2019

CD-1 RE-SUBMISSION 01/31/2020

CD-2 SUBMISSION 04/30/2020

CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020

UP

FE

C

FEC

FE

C

GENERAL NOTES

BARRIER LEGEND

126 SF126 SF

PROCEDURE

124 SF124 SF

EXAM

129 SF129 SF

CLEAN

111D

124 SF124 SF

ISO. EXAM

124 SF124 SF

EXAM

124 SF124 SF

EXAM

122 SF122 SF

EXAM

124 SF124 SF

EXAM

103 SF103 SF

VESTIBULE

182 SF182 SF

BREAK RM.

92 SF92 SF

CONSULT RM.

188 SF188 SF

GROUP RM.

1126 SF1126 SF

STAFF AREA

CORRIDOR

PA

SS

EN

G

ER

EL

EV

AT

O R

125 SF125 SF

EXAM

124 SF124 SF

EXAM

STAFF TLT

111A

HAC

195 SF195 SF

RECEPTION

SOILED

111B

TLT.

10A

CORRIDOR

71 SF71 SF

TOILET

105A

74 SF74 SF

SHWR ROOM

104A

77 SF77 SF

TOILET

76 SF76 SF

LAUNDRY

EXTERIOR

STAIR

84 SF84 SF

STORAGE

ENCLOSED

STAIR

124 SF124 SF

EXAM

21 SF21 SF

ELECT.

111C

46 SF46 SF

ELEV EQ

HT/WT

STATION

SECURITY

STATION

R

R

O M

N I

O M

N I

O M

N I

OMNI

TRAVEL DISTANCE: 91'-3"

TRAVEL DISTANCE: 106'-9"

TRAVEL DISTANCE: 78'-0"

TR

AV

EL

D

IS

TA

N C

E:

1' -3

90 SF90 SF

CONSULT RM.

110 SF110 SF

ELECT

76 SF76 SF

TOILET

TO

PUBLIC

WAY

TO PUBLIC WAY

TO PUBLIC WAY

TO PUBLIC WAY

TO

PUBLIC

W

AY

PROVIDE SIGNAGE:

IN CASE OF EMERGENCY DO

NOT ENTER STAIRWELL

SHWR ROOM

102A

1. THIS PLAN IS FOR LIFE SAFETY INFORMATION ONLY. WALL PARTITION

DESIGNATIONS IDENTIFIED ON THIS DRAWING ARE FOR GRAPHICAL

PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUAL WALL

CONSTRUCTION

2. REFER TO OTHER CONSULTANT/DISCIPLINE DRAWINGS FOR

ADDITIONAL DETAILS

3. ALL FIRE RATED PARTITIONS/ASSEMBLIES SHALL BE PERMANENTLY

IDENTIFIED BY STENCIL PAINTING - REFER TO SPECIFICATIONS FOR

DETAILS

4. REFER TO WALL PARTITION TYPE SCHEDULE /DRAWINGS FOR UL

DETAILS ASSOCIATED WITH THE PROJECT SCOPE OF WORK

LED EXIT LIGHT

PATH OF TRAVEL

SYMBOL LEGEND:

RATED WALL LEGEND:

ONE HOUR RATED WALL

X'-X"

EGRESS DIRECTIONAL ARROW

TRAVEL DISTANCE START CIRCLE

BUILDING DATA:

FIRE RESISTANT CONSTRUCTION/

FIREPROOFING SCHEDULE

ITEM REQUIRED RATING

-EXTERIOR WALLS:

LOAD BEARING

NON LOAD BEARING

-FIRE/PARTY WALLS

-SHAFTS

-OCCUPANCY SEPARATION

-INTERIOR WALLS:

LOAD BEARING

NON LOAD BEARING

-COLUMNS

-BEAMS

-FLOOR/CEILING

-ROOF/CEILING

-SMOKE WALLS

-CORRIDOR WALLS

0 HR

1 HR

1 HR

1 HR

1 HR

1 HR

-STAIR ENCLOSURES 1 HR

NET AREA:

FIRST FLOOR: 7,171.89 SF

SECOND FLOOR: 6,397.67 SF

TOTAL: 13,569.56 SF

GROSS AREA:

FIRST FLOOR: 7,553.63 GSF

SECOND FLOOR: 6,732.62 GSF

TOTAL: 14,286 GSF

0 HR

0 HR

0 HR

0 HR

0 HR

0 HR

0 HR

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

IMEG CORP. (M,E,P, & S)

300 NORTH LAKE AVENUE, 14TH FLOOR

PASADENA, CA 91101

CALIBRE ENGINEERING, INC. (CIVIL AND LANDSCAPE)

9090 SOUTH RIDGELINE BOULEVARD, SUITE 105

HIGHLANDS RANCH, CO 80129

KLEINFELDER (GEOTECH)

6700 KOLL CENTER PARKWAY

SUITE 120

PLEASANTON, CA 94566

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

BI

M

VI

SN

- M at he r S oc ia l S er vi ce s

Bu ild in g/

M at he r S oc ia l S er vi ce s

SD

2.

rv t

/4

/2

2:

:4

PM

FIRST FLOOR LIFE SAFETY PLAN

GC EM

CONSTRUCTION

DOCUMENT SUBMISSION

FULLY SPRINKLERED

612-163

GC101

DESIGN SOCIAL WORK AND

EXPAND CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

1/8" = 1'-0"1 FIRST FLOOR PLAN LIFE SAFETY PLAN

SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS

8/15/2017

9/15/2017

12/5/2017

SD-2 PACKAGE 5/15/2018

DD-1 NON REVIEW 8/02/2018

DD-1 SUBMISSION 8/23/2018

DD-2 SUBMISSION 10/27/2018

CD-1 SUBMISSION 02/10/2019

CD-1 RE-SUBMISSION 04/12/2019

CD-1 RE-SUBMISSION 01/31/2020

CD-2 SUBMISSION 04/30/2020

CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020

DN

FEC

FEC

GENERAL NOTES

BARRIER LEGEND

88 SF88 SF

HAC

205105 SF105 SF

OFFICE

105 SF105 SF

OFFICE

80 SF80 SF

ELEV.

ENCLOSED

STAIR

4560 SF4560 SF

OPEN OFFICE

75 SF75 SF

STOR./PRINT

53 SF53 SF

TOILET

EXTERIOR

STAIR

HVAC

CHASE

256 SF256 SF

BREAK ROOM

53 SF53 SF

TOILET

ROOF

130 SF130 SF

IT

105 SF105 SF

OFFICE

ELEV

EQUIP

ROOF

96 SF96 SF

STORAGE

STAIR

S1

TRAVEL DISTANCE: 107'-6"

TRAVEL DISTANCE: 104'-5"

105 SF105 SF

OFFICE

105 SF105 SF

OFFICE

ELECT

4560 SF4560 SF

OPEN OFFICE

CONF.

TRAVEL DISTANCE: 52' - 0"

OPEN TO BELOW

1. THIS PLAN IS FOR LIFE SAFETY INFORMATION ONLY. WALL PARTITION

DESIGNATIONS IDENTIFIED ON THIS DRAWING ARE FOR GRAPHICAL

PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUAL WALL

CONSTRUCTION

2. REFER TO OTHER CONSULTANT/DISCIPLINE DRAWINGS FOR

ADDITIONAL DETAILS

3. ALL FIRE RATED PARTITIONS/ASSEMBLIES SHALL BE PERMANENTLY

IDENTIFIED BY STENCIL PAINTING - REFER TO SPECIFICATIONS FOR

DETAILS

4. REFER TO WALL PARTITION TYPE SCHEDULE /DRAWINGS FOR UL

DETAILS ASSOCIATED WITH THE PROJECT SCOPE OF WORK

LED EXIT LIGHT

PATH OF TRAVEL

SYMBOL LEGEND:

RATED WALL LEGEND:

ONE HOUR RATED WALL

X'-X"

EGRESS DIRECTIONAL ARROW

TRAVEL DISTANCE START CIRCLE

BUILDING DATA:

FIRE RESISTANT CONSTRUCTION/

FIREPROOFING SCHEDULE

ITEM REQUIRED RATING

-EXTERIOR WALLS:

LOAD BEARING

NON LOAD BEARING

-FIRE/PARTY WALLS

-SHAFTS

-OCCUPANCY SEPARATION

-INTERIOR WALLS:

LOAD BEARING

NON LOAD BEARING

-COLUMNS

-BEAMS

-FLOOR/CEILING

-ROOF/CEILING

-SMOKE WALLS

-CORRIDOR WALLS

0 HR

1 HR

1 HR

1 HR

1 HR

1 HR

-STAIR ENCLOSURES 1 HR

NET AREA:

FIRST FLOOR: 7,171.89 SF

SECOND FLOOR: 6,397.67 SF

TOTAL: 13,569.56 SF

GROSS AREA:

FIRST FLOOR: 7,553.63 GSF

SECOND FLOOR: 6,732.62 GSF

TOTAL: 14,286 GSF

0 HR

0 HR

0 HR

0 HR

0 HR

0 HR

0 HR

Romanyk Consulting Focusing on what matters

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

IMEG CORP. (M,E,P, & S)

300 NORTH LAKE AVENUE, 14TH FLOOR

PASADENA, CA 91101

CALIBRE ENGINEERING, INC. (CIVIL AND LANDSCAPE)

9090 SOUTH RIDGELINE BOULEVARD, SUITE 105

HIGHLANDS RANCH, CO 80129

KLEINFELDER (GEOTECH)

6700 KOLL CENTER PARKWAY

SUITE 120

PLEASANTON, CA 94566

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Sprinklered

BI

M

VI

SN

- M at he r S oc ia l S er vi ce s

Bu ild in g/

M at he r S oc ia l S er vi ce s

SD

2.

rv t

/4

/2

2:

:0

PM

SECOND FLOOR LIFE SAFETY PLAN

GC EM

CONSTRUCTION

DOCUMENT SUBMISSION

FULLY SPRINKLERED

612-163

GC102

DESIGN SOCIAL WORK AND

EXPAND CLINICAL SPACE

3551 Femoyer Street Mather, CA 95655

12/04/2020

1/8" = 1'-0"1 SECOND FLOOR PLAN LIFE SAFETY PLAN

SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS

8/15/2017

9/15/2017

12/5/2017

SD-2 PACKAGE 5/15/2018

DD-1 NON REVIEW 8/02/2018

DD-1 SUBMISSION 8/23/2018

DD-2 SUBMISSION 10/27/2018

CD-1 SUBMISSION 02/10/2019

CD-1 RE-SUBMISSION 04/12/2019

CD-1 RE-SUBMISSION 01/31/2020

CD-2 SUBMISSION 04/30/2020

CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020

p p n

T

B p u t

E

U T

E

P N

P R

R C

V

A

M

A T

H E

R S

C

A D

D C

I V

I L

C

D

C

E

D

W G

P

M

FEMOYER STREET

P E

T E

R

A

M c C

U E

N

B L V

D

EXISTING CONDITIONS PLAN

BEM BEM

CE-100

EXISTING CONDITIONS PLAN

1" = 20'

SITE LEGEND

SITE NOTES

8/15/2017

9/15/2017

Drawing NumberLocation

Issue Date Checked Drawn

612-163DESIGN SOCIAL WORK AND

EXPAND CLINICAL SPACE

12/04/2020

Project Number

Building Number

Project TitleDrawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Consultant:

FULLY SPRINKLERED

Romanyk Consulting Corp.www.romanykconsulting.com

3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

SprinkleredCalibre

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

A

B

C

D

E

F

321 4 5 6 7 8 9 10

CONSTRUCTION

DOCUMENT SUBMISSION

3551 Femoyer Street Mather, CA 95655

SD-1 PACKAGE - ORIGINAL SUBMITTAL

5/24/2017

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS

12/5/2017

SD-2 PACKAGE

5/15/2018

DD-1 NON REVIEW

8/02/2018

DD-1 SUBMISSION

8/23/2018

DD-2 SUBMISSION

10/27/2018

CD-1 SUBMISSION

02/10/2019

CD-1 RE-SUBMISSION

04/12/2019

CD-1 RE-SUBMISSION

01/31/2020

CD-2 SUBMISSION

04/30/2020

CONSTRUCTION DOCUMENT SUBMISSION

06/29/2020

REVIEW SET FOR CONSTRUCTION DOCUMENT SUBMISSION #2

09/24/2020

12/04/2020

CONSTRUCTION DOCUMENT SUBMISSION #2

BENCHMARK

DEMOLITION NOTES

ABBREVIATIONS

Gregory's iPad Pen

Gregory's iPad Pen

Gregory's iPad Pen p p n

T

B p u t

E

U T

E

P

R

M

A T

H E

R S

C

A D

D C

I V

I L

C

D

C

D

D

W G

P

M

FEMOYER STREET

P E

T E

R

A

M c C

U E

N

B L V

D

DEMOLITION AND EROSION

CONTROL PLAN

BEM BEM

CD-100

DEMOLITION AND EROSION

CONTROL PLAN

1" = 20'

SITE LEGEND

SITE NOTES

EROSION CONTROL LEGEND

8/15/2017

9/15/2017

Drawing NumberLocation

Issue Date Checked Drawn

612-163DESIGN SOCIAL WORK AND

EXPAND CLINICAL SPACE

12/04/2020

Project Number

Building Number

Project TitleDrawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Consultant:

FULLY SPRINKLERED

Romanyk Consulting Corp.www.romanykconsulting.com

3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

SprinkleredCalibre

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

A

B

C

D

E

F

321 4 5 6 7 8 9 10

CONSTRUCTION

DOCUMENT SUBMISSION

3551 Femoyer Street Mather, CA 95655

SD-1 PACKAGE - ORIGINAL SUBMITTAL

5/24/2017

SD-1 PACKAGE - RESUBMITTAL

SD-1 PACKAGE - RESUBMITTAL

S…