19-103 DWGs 100 BD 20231012 .pdf

PROJECT LOCATION AT

FIRST FLOOR - BLDG. 650

TEMPORARY TRAILER

LOCATION

Engineers Architects

Submissions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

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G-001

COVER

1 7ANP

RENOVATION OF

OUTPATIENT PHARMACY

AND HVAC

MATHER VAMC

10535 HOSPITAL WAY

MATHER, CA 95655 OCTOBER 13, 2023

100% BID DOCUMENTS

612A4-19-01619-103

RENOVATION OF OUTPATIENT PHARMACY AND HVAC

MATHER VAMC

10535 HOSPITAL WAY

MATHER, CA 95655

VA PROJECT #: 612A4-19-016

RMC

DRAWING LIST

GENERAL

G-001 COVER 1 7

G-002 GENERAL INFORMATION 2 7

G-003 INFECTION CONTROL MATRIX 3 7

G-004 ICRA INFORMATION AND DETAILS 4 7

G-005 FIRST FLOOR INFECTION CONTROL AND PHASING PLAN 5 7

G-006 TRAILER LOCATION - SITE PLAN AND FLOOR PLAN 6 7

LS101 FIRST FLOOR LIFE SAFETY PLAN 7 7

STRUCTURAL

S-001 ABBREVIATIONS, SYMBOL LEGEND, AND GENERAL STRUCTURAL NOTES 1 6

S-002 SPECIAL INSPECTIONS 2 6

S-101 DEMO, FOUNDATION PLAN, VAULT ROOF PLAN 3 6

S-102 ROOF FRAMING PLAN 4 6

S-501 DETAILS 5 6

S-502 DETAILS 6 6

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 7

AD101 FIRST FLOOR DEMOLITION AND ICRA PLAN AND REFLECTED CEILING PLAN 2 7

A-101 FIRST FLOOR PLAN AND REFLECTED CEILING PLAN 3 7

A-104 ROOF PLAN 4 7

A-501 PARTITION TYPES AND TRANSITION DETAILS 5 7

A-601 DOOR SCHEDULE, ELEVATIONS AND DETAILS 6 7

A-701 PLAN AND SECTION DETAILS 7 7

INTERIORS

I-001 PRODUCT SCHEDULES, SYMBOLS AND ABBREVIATIONS 1 14

I-101 FIRST FLOOR FINISH AND FLOOR PATTERN PLANS 2 14

I-131 FIRST FLOOR WALL PROTECTION PLAN AND DETAILS 3 14

I-141 FIRST FLOOR SIGNAGE PLAN 4 14

I-201 CASEWORK ELEVATIONS AND ENLARGED PLAN 5 14

I-202 CASEWORK DETAILS 6 14

I-401 INTERIOR ELEVATIONS - WALL PROTECTION 7 14

I-402 INTERIOR ELEVATIONS - EQUIPMENT 8 14

I-411 FIRST FLOOR OVERALL EQUIPMENT PLAN 9 14

I-421 FIRST FLOOR ENLARGED EQUIPMENT PLAN - A 10 14

I-422 FIRST FLOOR ENLARGED EQUIPMENT PLAN - B 11 14

I-423 ENLARGED EQUIPMENT PLANS 12 14

I-431 ENLARGED TOILET PLANS AND ELEVATIONS 13 14

I-601 EQUIPMENT SCHEDULE 14 14

FIRE SUPPRESSION

FX001 FIRE SUPPRESSION GENERAL INFORMATION 1 2

FX101 FIRST FLOOR FIRE SUPPRESSION PLAN 2 2

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 3

P-101 FIRST FLOOR PLUMBING PLAN 2 3

P-501 PLUMBING DETAILS 3 3

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 11

MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN 2 11

MH101 FIRST FLOOR HVAC PLAN 3 11

MH102 ROOF HVAC PLAN 4 11

MP101 FIRST FLOOR MECHANICAL PIPING PLAN 5 11

M-301 MECHANICAL SECTIONS 6 11

M-501 MECHANICAL DETAILS 7 11

M-502 MECHANICAL DETAILS 8 11

M-503 MECHANICAL DETAILS 9 11

M-504 MECHANICAL CONTROLS 10 11

M-601 MECHANICAL SCHEDULES 11 11

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 12

ES101 ELECTRICAL SITE PLAN 2 12

ED101 FIRST FLOOR ELECTRICAL AND TECHNOLOGY DEMOLITION PLAN 3 12

E-101 ELECTRICAL OVERALL WORK PLAN 4 12

EP101 FIRST FLOOR POWER PLAN 5 12

EL101 FIRST FLOOR LIGHTING PLAN 6 12

EM101 FIRST FLOOR MECHANICAL POWER AND TECHNOLOGY SYSTEMS PLAN 7 12

E-501 ELECTRICAL AND TECHNOLOGY DETAILS 8 12

E-601A SINGLE-LINE DIAGRAM 9 12

E-601B SINGLE-LINE DIAGRAM 10 12

E-602 EXISTING ELECTRICAL PANEL SCHEDULES 11 12

E-603 ELECTRICAL PANEL SCHEDULES 12 12

TECHNOLOGY

TK001 TECHNOLOGY GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 3

TK101 FIRST FLOOR TECHNOLOGY PLAN 2 3

TK501 TECHNOLOGY DETAILS 3 3

FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES, SYMBOL LEGEND, AND RISER 1 4

FA101 FIRST FLOOR FIRE ALARM PLAN 2 4

FA102 ROOF FIRE ALARM PLAN 3 4

FA501 FIRE ALARM DETAILS 4 4

BLDG. 6

95% CONSTRUCTION DOCUMENTS REV. 1

95% CONSTRUCTION DOCUMENTS

95% CONSTRUCTION DOCUMENTS

65% DESIGN DEVELOPMENT

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN

25% SCHEMATIC DESIGN

PRE-DESIGN

7/27/2022

4/25/2022

11/17/2021

8/25/2021

11/7/2020

9/14/2020

5/12/2020

3/17/2020

9 100% CONSTRUCTION DOCUMENTS 7/25/2023

10 100% BID DOCUMENTS 10/13/2023

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DocuSign Envelope ID: 8E14BB13-53AD-439F-AE8F-5E89049111D3

10/12/2023

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

VIEW NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTHNORTH

0 4 8 16

EXPOSED

PLUMBING AT

BARRIER

FREE

LAVATORIES

SHALL BE

INSULATED.

LEVER OPERATING

CONTROLLED

SOAP DISPENSER

NOTE: SINKS IN COUNTERS TO BE

MOUNTED WITH RIM NO MORE

THAN 2'-10" HIGH AND WITH AT

LEAST 2'-3" KNEE CLEARANCE.

CLEAR

TYPICAL ACCESSIBLE

CLEARANCE AT LAVATORY

TYPICAL ACCESSIBLE

LAVATORY AND MIRROR

1'-3" 1'-3"

M

IN

M A

X

M

A X

M

A X6

A

.F .F

MIN

8"

MAX

6"

M

IN9

M

IN

M

IN

M A

X

17" MIN

T O

B O

T T

O M

O F

R

E F

L E

C T

IV

S

U R

F A

C E

O F

M

IR

R

O R

O .C

O.C.

39" - 41"

3'-6" 1'-0"

9" O.C.

T O

T O

P

6" 3'-0"

ACCESSIBLE TOILET

WALL MOUNTED

1-1/2"

DIAMETER

GRAB BAR

TOILET TISSUE

DISPENSER

FIRE ALARM

CHIME WITH

VISUAL

ALARM LIGHT

FIRE ALARM

PULL STATION

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

PAPER TOWEL

DISPENSER

2'-0" AT SIDEWALLS

AT COUNTER SINKS

1'-6" AT SIDEWALLS

AT LAVATORY

ACCESSIBLE

ROBE/COAT HOOK

ROBE/COAT

HOOK

TOILET ACCESSORIES

6"

4'-0" MAX TO

HIGHEST OPERABLE

POINT - IF FIRE

EXTINGUISHER

OVER 40 LBS

3'-6" MAX HT.

FIRE EXTINGUISHER

CABINET

ELECTRICAL CABINET

DUPLEX

OUTLET

SWITCH

THERMOSTAT

TELEPHONE

OR DATA

OUTLET

FIRE ALARM

PULL

INTERCOM

STATION

DUPLEX

OUTLET

COMPUTER

TERMINAL

MISC. WALL DEVICES

CLOCK

CLOCK

WALL MOUNTED TACKBOARD

AND MARKERBOARD

TELEVISION

OUTLET

WALL MOUNTED TV

F O

R S

T A

N D

IN

G

O

.C

TELEVISION

OUTLET

F O

R S

E A

T E

D

O

.C

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO

PARTICIPATE IN VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES AND

STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

Codes, Standards and Design References

1. VA Sustainable Design Manual, August 2017

2. VA Parking Design Manual, November 2016

3. VA Site Development Design Manual February 2013

4. VA VHA Directive 1061, February 2021

5. VA Directive 7512, 3 August 2017

6. VA Fire Protection Design Manual, 2021

7. VA Plumbing Design Manual, May 2021

8. VA HVAC Design Manual, March 2022

9. VA Physical Security and Resiliency Design Manual, 2022

10. VA Lighting Design Manual, December 2022

11. VA Electrical Design Manual, December 2019

12. VA Interior Design Manual, November 2020

13. VA Physical Security Design Manual for VA Mission Critical Facilities, January 2020

14. VA Office of information & Technology Design Guide, February 2019

15. VA Telecommunications and Special Telecommunications Systems Design Manual, February 2016

16. VA Infrastructure Standard for Telecommunications Spaces Design Guide, August 2020

17. VA TIL Design Guide Chapter 268-Pharmacy Services, 2022-03

18. PG 18-13 VA Barrier Free Design Standard, February 2022

19. PG 18-4 VA Standard Details and Specifications

20. PG 18-3: VA Design Guidelines; Chapter 268-Pharmacy

21. PG-18-1: VA Master Construction Specifications

22. NFPA 101, Life Safety Code, 2021

23. NFPA 99, Health Care Facilities Code, 2021

24. NFPA 90A, Installation of Air Conditioning and Ventilating Systems, 2021

25. NFPA 88A, Standard for Parking Structure, 2019

26. NFPA 72, National Fire Alarm Code, 2022

27. NFPA 70, National Electrical Code, 2020

28. NFPA 13, Installation of Sprinkler Systems, 2022

29. ADA Standards for Accessible Design 2010,

30. 2021 International Code Council (ICC) , Uniform Building Code

31. International Standards for Hematopoietic Cellular Therapy Product Collection, Processing, and Administration, Eighth Edition

32. International Building Code, 2021

33. International Fire Code, 2021

34. International Mechanical Code, 2021

35. International Plumbing Code, 2021

36. International Energy Conservation Code, 2018

37. International Fuel Gas Code, 2021

38. Illuminating Engineering Society (IES) Lighting Handbook, 10th Edition

39. TVHS Energy Requirements and Design Guide, September 2014

40. Facilities Guidelines Institute: Guidelines for the Design and Construction of Hospitals 2018

41. ASME B31.9, Building Services Piping

42. ASHRAE Standard 170, Ventilation for Health Care Facilities, 2021

43. ASHRAE Handbooks, 2017 Fundamentals, 2019 HVAC Applications, 2020 HVAC Systems and Equipment

44. ASHRAE 90.1 – 2019 Energy Standard for Buildings Except Low-Rise Residential Buildings

45. SMACNA, HVAC Duct Construction Standards, Metal and Flexible

46. SMACNA, HVAC Air Duct Leakage Test Manual

47. ANSI/TIA/EIA 568-2019 Commercial Building Cabling Standards

48. ANSI/TIA/EIA 569-C-2015 Commercial Building Standards for Telecommunications Pathways and Spaces

49. ANSI/TIA-1179-2017, Telecommunications Spaces for Healthcare Facilities

50. BICSI, Telecommunications Distribution Methods Manual, 2014

51. Federal Information Processing Standards-FIBS-201-1: Personal Identity Verification (PIV) of Federal Employees and Contractors

52. U.S. Department of Veterans Affairs, H-18-8 Seismic Design Requirements, 1 November 2019, revised May 1, 2020

53. ACI 318-14, Building Code Requirements for Reinforced Concrete

54. ACI 360R-10, Specifications Guide to Design of Slabs-On-Ground

55. ASCE 7-16 Minimum Design Loads for Building and Other Structures

56. AISC 360-16, American Institute of Steel Construction Inc

57. AISC 325-17, Steel Construction Manual, 15th Edition

58. AISC 341-16, American Institute of Steel Construction Inc., Seismic Provisions for Structural Steel Buildings

59. AWS D1.1, Structural Welding Code – Steel

60. TMS 402/602-16, Building Code Requirements and Specifications for Masonry Structures

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION

FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. 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).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY

HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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G-002

GENERAL INFORMATION

2 7ANP

RENOVATION OF

OUTPATIENT PHARMACY

AND HVAC

MATHER VAMC

10535 HOSPITAL WAY

MATHER, CA 95655 OCTOBER 13, 2023

100% BID DOCUMENTS

612A4-19-01619-103

RMC

GENERAL SYMBOL LEGEND

Scale: 3/8" = 1'-0"

STANDARD MOUNTING HEIGHTS

CODE STANDARDS AND EXECUTIVE ORDERS

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Engineers Architects

Submissions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.

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G-003

INFECTION CONTROL MATRIX

3 7ANP

RENOVATION OF

OUTPATIENT PHARMACY

AND HVAC

MATHER VAMC

10535 HOSPITAL WAY

MATHER, CA 95655 OCTOBER 13, 2023

100% BID DOCUMENTS

612A4-19-01619-103

RMC

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PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

A D

J U

S T

A B

L E

H E

IG

H

T

HEPA NEGATIVE

AIR UNIT

EXISTING WALL

EXISTING CEILING

FLEX DUCT

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

/2

5"

3 5/8" 16 GAUGE METAL

STUDS @ 16" O.C. WALL TO

EXTEND TO UNDERSIDE OF

DECK

B

FIRE RESISTANT SEALANT,

BOTH SIDES

SMOKE RATED

3 5/8" INSULATED WALL WITH

16 GAUGE METAL STUDS @

16" O.C. WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD

EXISTING

CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

A

FIRE RESISTANT SEALANT,

BOTH SIDES

NON RATED

CONSTRUCTION SIDE

HEPA NEGATIVE AIR UNIT. DUCT

TO EXTERIOR WHEN WINDOW IS

NOT AVAILABLE. VERIFY DUCT

ROUTE WITH COR.

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING REPLACED

MUST BE PROTECTED. COVER WITH

ROSIN PAPER / FIRE RATED PLYWOOD.

WHEN WINDOW IS AVAILABLE:

FIRE RATED PLYWOOD,

TEMPORARY. SALVAGE

PROTECT AND STORE

EXISTING WINDOW TO BE RE-

INSTALLED AFTER

CONSTRUCTION IS

COMPLETE.

V .I

.F

V .I

.F

V.I.F.

V .I .F

E X

IS

T

IN

G

W A

L L

V .I .F

E X

IS

T

IN

G

W A

L L

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

FIRE EXTINGUISHER ON

PORTABLE FLOOR

BRACKET (ILSM MAY

REQUIRE MORE THAN

ONE).

PROVIDE STICKY

MATS (CHANGED END

OF SHIFT OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

HEPA NEGATIVE

AIR UNIT

ISOLATE AND COVER ALL

SUPPLY DIFFUSERS NOT

IN OPERATION DURING

PROJECT – COORDINATE

WITH COR

COVER ALL RETURNS

AT THE

GRATE/DIFFUSERS

F L E

X D

U C

T

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

POST ICRA, ILSM, FIRE

INPECTION SHEETS

VISIBLE TO PUBLIC

FIRE PULL

STATION WITH

AUDIO / VISUAL

G-004

_____ 4

G-004

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT

FOR PHARMACY RENOVATION BUILDING 650,

FIRST FLOOR

THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA.

PLEASE USE ALL ALTERNATE EXITS AS MARKED.

1' - 5"

1/2"1/2"

/2

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EQ.EQ.

DUST CONTROL PLAN NOTES

1. THE VAMC INFECTION CONTROL GROUP HAS CONFIRMED THE

DESIGNATION FOR THIS PROJECT IS LEVEL IV FOR THE CLASS OF

PRECAUTIONS OR LEVEL OF INFECTION CONTROL ACTIVITIES. HARD

SURFACE BARRIERS SHALL BE USED EXCEPT IN THE AREA INDICATED ON

THE PHASING PLAN WITH PLASTIC BARRIERS (MINIMUM 4MIL) TO SEAL AREA

FROM NON-WORK AREA AS LONG AS THE SPRINKLER SYSTEM IS INTACT AND

ACTIVE.

1A. TIGHT SEALS SHALL BE MAINTAINED AT THE FULL PERIMETER OF

WALLS AND WALL PENETRATIONS. ANY DUST SHALL BE IMMEDIATELY

CLEANED IF TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER. UPON

COMPLETION OF THE CONSTRUCTION PHASE, DUST BARRIERS SHALL BE

REMOVED CAREFULLY TO MINIMIZE SPREADING OF DUST AND THE

CONTRACTOR SHALL HAVE TEMPORARY DUST PROTECTION IN PLACE

BEFORE REMOVAL OF A PERMANENT BARRIER.

AFTER EACH PHASE, PERFORM TASKS STATED IN NOTE 6A.

2. PROVIDE STICKY MATS AND BLANKET AT THE PLASTIC BARRIER

ENTRANCE SPACES (CONSTRUCTION ANTEROOM) AND CHANGE DAILY OR

MORE OFTEN AS NEEDED TO PREVENT THE SPREAD OF DUST AND DEBRIS

INTO ADJACENT CLEAN SPACE.

INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS

CONTROL

3. USE CORRIDOR C1-208 AS PRIMARY CONSTRUCTION ACCESS.

3A. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES

SHALL BE DEFINED. EGRESS PATHS SHALL BE FREE OF DEBRIS;

DESIGNATED ELEVATORS SHALL BE USED DURING SCHEDULED TIMES; AND

ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED TO ENTER THE

CONSTRUCTION ZONE. SIGNAGE SHALL DIRECT PEDESTRIAN TRAFFIC

AWAY FROM THE CONSTRUCTION AREA AND MATERIALS.

4. CONTRACTOR SHALL USE TWO CARTS TO TRANSFER CONSTRUCTION

MATERIAL IN AND OUT OF THE PROJECT - A CLEAN CART SHALL BE USED;

THE NOT-SO-CLEAN CART SHALL BE USED BETWEEN THE MAIN ENTRY AND

THE CONSTRUCTION STAGING/PREP AREA.

4A. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH

TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES.

EFFORTS SHALL BE MADE TO MINIMIZE USE OF ELEVATORS WITH AN

EMPHASIS ON TRANSPORT DURING THE LOWEST PERIOD OF ACTIVITY.

DEBRIS SHALL BE REMOVED DAILY AND AT TIMES SPECIFIED BY THE VAMC.

IF CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY

PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES SHALL BE

USED, AND THE CHUTE OPENING SHALL BE SEALED WHEN NOT IN USE.

FILTERS SHALL BE BAGGED AND SEALED BEFORE BEING TRANSPORTED OUT

OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS

THROUGH PATIENT-CARE AREAS WITHOUT PRIOR APPROVAL OF THE COR.

4B. EXTERIOR WINDOWS: WINDOWS SHALL BE SEALED TO MINIMIZE

INFILTRATION FROM ANY ADJACENT EXCAVATION DEBRIS.

4C. ALL EQUIPMENT REMAIN IN THE ORs AND ASSOCIATED ROOMS SHALL

BE COVERED AND PROTECTED PRIOR STARTING EACH CONSTRUCTION

PHASE.

VENTILATION AND ENVIRONMENTAL CONTROLS

5. AIR SYSTEM FLOW: THE COR VERIFY AND ACKNOWLEDGE

CONTRACTOR WHETHER THE CONSTRUCTION AREA USES FRESH/OUTSIDE

OR RE-CIRCULATED AIR; FILTERS SHALL BE ADDED OR RETURN VENTS

COVERED AS NEEDED WITH FILTER MATERIAL OR PLASTIC. AIR MUST FLOW

FROM CLEAN TO DIRTY AREAS.

5A. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA

SHALL BE NEGATIVE WITH RESPECT TO SURROUNDING AREAS AND WITH NO

DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS. USE OF THE NEGATIVE

AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE TO REMOVE DUST SHALL

PASS AIR THROUGH AN INDUSTRIAL GRADE, PORTABLE HEPA FILTER

CAPABLE OF FILTRATION RATES OF 300-800 CUBIC FEET PER MINUTE

(FT3/MIN), OR EXHAUST AIR DIRECTLY TO THE OUTSIDE IF APPROVED BY

VAMC. IF EXHAUST SHALL BE TIED INTO A RE-CIRCULATED AIR SYSTEM, A

PRE-FILTER AND HEPA FILTER SHALL BE USED BEFORE EXHAUST TO

PREVENT CONTAMINATION OF THE DUCTS.

5B. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND

INTACT CEILING SHALL BE VERIFIED DAILY.

5C. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND

CONTRACTOR SHALL VERIFY AND MAINTAIN PROPER RATES IN CRITICAL

AREAS NEAR CONSTRUCTION ACTIVITY AND ENSURE AIR IS NOT BEING RE-

CIRCULATED WITHOUT FILTRATION FROM THE CONSTRUCTION AREA

ELSEWHERE. PROVIDE AIR PRESSURE TESTING THROUGHOUT THE

PROJECT IN THE FREQUENCY AS IDENTIFIED BY THE COR.

CONTAMINATION OF PATIENT ROOMS, SUPPLIES, EQUIPMENT AND RELATED

AREAS

6. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHALL BE

FREE OF LOOSE SOIL AND DEBRIS BEFORE LEAVING THE CONSTRUCTION

AREA. IF PROTECTIVE APPAREL IS NOT WORN (E.G., COVERALLS, FOOTGEAR

AND HEADGEAR) A HEPA-FILTERED VACUUM SHALL BE USED TO REMOVE

DUST FROM CLOTHING BEFORE LEAVING THE BARRICADE. IF PROTECTIVE

APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A SPACE OR

ANTEROOM FOR CHANGING CLOTHING AND STORING EQUIPMENT

(DESIGNATED AREA. ALL EQUIPMENT, TOOLS, TOOL CARTS, AND MATERIALS

TRANSPORTED THROUGH OCCUPIED AREAS SHALL BE MADE FREE FROM

DUST AND MOISTURE BY VACUUMING AND WET WIPING BEFORE THEIR

REMOVAL FROM THE CONSTRUCTION ZONE OR WORK AREA.

6A. POST CONSTRUCTION: DO NOT REMOVE BARRIERS AND KEEP ALL

HVAC ISOLATION UNTIL CONTRACTOR HAS CLEANED CONSTRUCTION SITE,

VA EMS STAFF HAS DONE A TERMINAL CLEANING, AND VA INFECTIOUS

DISEASE CONTROL HAS INSPECTED AND APPROVED THE CLEANING.

POLICY LETTER EC-51

7. REFER TO SPEC SECTION 01 01 10 FOR EC-51 SAFETY AND HEALTH

POLICY AND PROCEDURES DURING CONSTRUCTION ACTIVITIES.

8. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL ICRA

REQUIREMENTS INCLUDING THE SUBMITTAL OF ICRA PERMITS AND/OR

FORMS TO THE COR PRIOR TO THE COMMENCEMENT OF ANY WORK.

ICRA NOTES

A

S E

E S

C H

E D

U L E

SCHEDULE

SEE

2" 2"

SCHEDULE

SEE

S E

E S

C H

E D

U L E

" DOOR HARDWARE SET NO. 1:

HINGES: 3 BUTT HINGES

LOCKSET: 1 STORAGE FUNCTION LOCKSET

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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G-004

ICRA INFORMATION AND DETAILS

4 7ANP

RENOVATION OF

OUTPATIENT PHARMACY

AND HVAC

MATHER VAMC

10535 HOSPITAL WAY

MATHER, CA 95655 OCTOBER 13, 2023

100% BID DOCUMENTS

612A4-19-01619-103

RMC

Scale: 1/2" = 1'-0"

ICRA MOBILE CONTAINMENT CART

Scale: 3/4" = 1'-0"

ICRA BARRIER WALL TYPE

Scale: 1/2" = 1'-0"

SECTION AT CONSTRUCTION PLAN

Scale: 1/2" = 1'-0"

TYPICAL CONSTRUCTION PLAN LAYOUT

Scale: 3" = 1'-0"

ILSM CONSTRUCTION EGRESS SIGNAGE

DOOR SCHEDULE

DOOR DOOR FRAME

HDWR SETNO. WIDTH HEIGHT THICK MAT'L ELEV MAT'L ELEV

FIRST FLOOR

100-1 3' - 6" 7' - 0" 1 3/4" WD A HM 1 1

100-2 3' - 6" 7' - 0" 1 3/4" WD A HM 1 1

100-3 3' - 6" 7' - 0" 1 3/4" WD A HM 1 1

DOOR ELEVATION FRAME ELEVATION

24514

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24514

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ARCHITECT

UP

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

DEMOLISH WALL

DEMOLISH DOOR

DEMOLISH WINDOW

EXISTING WINDOW TO REMAIN

ICRA LEGEND

TEMPORARY DOOR

TYPE "B" TEMPORARY WALL

TYPE "D" TEMPORARY WALL

AREA OF WORK

STICKY MAT LOCATION

CONSTRUCTION ACCESS ROUTE

INITIAL PHASE

5.8

F

AA

D2

E3 bb

6 7 7.8 8 8.5 9 10 103 11 104 12 aa

E

D

C

B

5.2

BB

VAULT

CONSULT

RX RECEIVING

FILLING/

ASSEMBLY &

DISPENSING

MAIL

RECEIVING

CLINIC

CORRIDOR

OFFICE

STAFF TLT

BREAKROOM

OFFICE

RECEPTION

STORAGE

RESEARCH

WAITING

CORRIDOR

C1-208

CORRIDOR

C1-103

STAIR

#4

ELEVATOR

LOBBY

1B020A

101 9.5

10.2

D.5

WORK AREA

1D302 WORK AREA

1D300

WOMEN'S

RESTROOM

1E002

MEN'S

RESTROOM

1E005

LAB

1D303

MECH

1D645

HALLWAY

1D604

PROCEDURE

1D618

STORAGE

1D619

OFFICE

1D621

TLT

1D620

STAFF

LOUNGE

1D511

STORAGE

1D513

OFFICE

1D517

OFFICE

1D519

OFFICE

1D521

OFFICE

1D523

LAB WORK

AREA

1D510

WAITING

1D500

TLT

1D507TLT

1D515 RECEPTION

1D505

MICROBIOLOGY

1D516

OFFICE

1D407

ELECT

1D405

OFFICE

1D516A

BLOOD BANK

1D518

EXAM

1D419

STAINING

1D522

HISTOLOGY

1D520

RM

FOYER

C1-210

OFFICE

1D420

EXAM

1D418

EXAM

1D410

OFFCIE

1D312

CONTROL

1D308

LAB

1D305

EXAM

1D406

OFFICE

1B131

OFFICE

1B239A

M

IN

M

IN

M

IN

M

IN

M

IN

100-3

100-2

100-1

HAC

1D400

TLT

1D400A

TLT

1D404

CONSTRUCTION

ACCESS/ DELIVERY

DOOR

PROVIDE SIGN ON

DOOR INDICATING

"NO ACCESS DURING

CONSTRUCTION"

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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G-005

FIRST FLOOR INFECTION CONTROL

AND PHASING PLAN

5 7ANP

RENOVATION OF

OUTPATIENT PHARMACY

AND HVAC

MATHER VAMC

10535 HOSPITAL WAY

MATHER, CA 95655 OCTOBER 13, 2023

100% BID DOCUMENTS

612A4-19-01619-103

RMC

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/8" = 1'-0"

FIRST FLOOR INFECTION CONTROL PLAN

NORTH

0 4 8 16

A. SEE SHEET G-003 FOR ICRA DETAILS, NOTES

AND INTERSTITIAL ICRA NOTES.

B. KEY NOTES AND DRAWINGS ARE INTENDED TO

GRAPHICALLY REPRESENT GENERAL WORK

AND DO NOT PORTRAY FULL SCOPE OF THE

PROJECT IN ACCORDANCE WITH

SPECIFICATION. SEE SPECIFICATIONS FOR

DETAILED REQUIREMENTS.

C. REMOVE EXISTING CONSTRUCTION AS

DESIGNATED HEREIN AND CLEAR AREA OF

DEBRIS PRIOR TO PROCEEDING WITH NEW

CONSTRUCTION.

D. EXISTING EQUIPMENT REMOVED SHALL BE

PROPERLY DISPOSED OF OFF MEDICAL CENTER

GROUNDS.

E. PATCH WALL OPENING SHALL MATCH THE

INTEGRITY AND FINISH OF ADJACENT

CONSTRUCTION UNLESS INDICATED

OTHERWISE.

F. NOTIFY COR OF ANY DEMOLITION REQUIRED

AND NOT INDICATED FOR INSTALLATION OF

ELECTRICAL OR DATA ITEMS. AFTER SUCH

DEMOLITION AND INSTALLATION, PATCH OR

REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING. SEE DEMOLITION SPECIFICATION.

G. THE INFORMATION CONTAINED IN THESE

DEMOLITION DOCUMENTS DEFINES GENERAL

SCOPE ONLY AND DOES NOT RELIEVE THE

CONTRACTOR OF THE RESPONSIBILITY OF

PROVIDING ALL DEMOLITION REQUIRED FOR

THE COMPLETION OF THE PROJECT.

H. REFER TO THE ELECTRICAL DRAWINGS FOR

FURTHER INFORMATION REGARDING

DEMOLITION OF ELECTRICAL SYSTEMS.

I. BEFORE THE START OF WORK, IDENTIFY ANY

REQUIRED DEMOLITION BEYOND THE

IDENTIFIED PROJECT SCOPE WHETHER ABOVE,

BELOW OR OUTSIDE PROJECT AREA. NOTIFY

AND COORDINATE WITH THE COR, PROVIDE

DEMOLITION OF THESE AREAS AND PATCH THE

SAME AS A PART OF THE SCOPE OF THE

PROJECT.

J. ALL DEMOLITION WORK SHALL BE PERFORMED

WITH DUE CARE AND DILIGENCE IN ORDER TO

PREVENT ARBITRARY DAMAGE OR

INTERRUPTION OF SERVICE OR CONCEALED

UTILITIES INTENDED TO REMAIN IN SERVICE.

DISCOVERY OF UTILITIES OR CONDITIONS

LOCATED DIFFERENTLY FROM THAT INDICATED

OR THAT ARE NOT IDENTIFIED. SHALL BE

REPORTED TO THE CONTRACTING OFFICER.

K. VERIFY CONSTRUCTION ROUTE WITH COR

PRIOR TO CONSTRUCTION.

L. EXISTING 2 HOUR FIRE RATED WALLS TO BE

REDUCED TO ONE HOUR FIRE RATED WALLS AT

PHARMACY.

M. PLAN ALL UTILITY SHUT DOWNS AND

DEMOLITION TO INCLUDE NEW VALVES AND

ATTACHMENTS FOR NEW WORK AT THE

RENOVATION SITE.

24514

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24514

LICENSED

ARCHITECT

DN

DN

DN

DN

CANTEEN PARKING

TEMPORARY

OUTPATIENT

PHARMACY (3

TRAILERS LINKED

TOGETHER)

TEMPORARY WAITING

OUTPATIENT PHARMACY

(2 TRAILERS LINKED

TOGETHER)

PHARMACY

VAULT

G-006

BLDG 649

BLDG 647

BLDG 650

HOSPITAL W

AY

15'-4"

(3 T

R A

I L E

R S

W

ID

E

60'-0"

(2 T

R A

I L E

R S

W

ID

E

60'-0"

WAITING ROOM

STAFF

TOILET

RECEPTION

FILLING/ASSEMBLY

VAULT

OFFICE

VISITOR

TOILET

DUTCH DOOR

LANDING

LANDING

LANDING

LANDING

LANDING

T1

T2 T3

T4

T5

T6

T8

T7

T9T11

T10

EXIT DOOR

COUNTER VISION

PANELS WITH SPEAKER

2'-0"

11'-0"26'-6"

7'-6" 15'-9"

VAULT DOOR WITH

DAY GATE 1

G-006

TRAILER FLOOR

3" RIGID INSULATION

TAPERED INSULATION

TPO ROOFING

1 1/2" METAL DECK

.060 ALUM GRAVEL STOP

ELEV. 10'-10"10" COLD FORM

RAFTER FRAMING

AT 8" O.C. WITH

CONNECTION

ANGLES

5/8" GYPSUM WALL

BOARD - PAINT

GYPSUM WALL

BOARD CEILING

9 GA. EXPANDED METAL MESH

WELDED EVERY 6" TO THE

COLD FORM STUDS

STUD CONNECTION TO SLAB

(TYP.): PROVIDE STEEL ANGLE

BOLTED TO STUD W/EXPANSION

ANCHORS TO SLAB

5 1/2" CONCRETE

FLOOR ON 1 1/2"

METAL DECK OR 6"

CONCRETE PLANK

2" RIGID INSULATION

1'-4" CONCRETE

FOUNDATION WALL

W/FOOTING

GRADE

ATTACH METAL DECK TO

EACH STUD WITH (2) #12

SCREWS IN EACH FLUTE.

FASTEN SIDE LAP WITH #12

SCREW @ 12" O.C. SCREWS

TO BE STAINLESS STEEL OR

COATED WITH CORROSION

PREVENTIVE COATING

EIFS AND 2" RIGID INSULATION

8" CFMF STUDS @ 8" O.C.

W/8" BATT INSULATION

1 1/2" METAL DECK - TYPE 1.5

B, 22 GA BODY BY VULCRAFT

OR EQUAL

5/8" EXT. GYPSUM

SHEATHING

9 GA. EXPANDED

METAL MESH

NOTES:

1. PROVIDE 16 GA. HM DOOR & FRAME AT EXTERIOR

DOORS

2. PROVIDE SOLID CORE WOOD LAMINATE AT

INTERIOR DOORS

3. SEE SPECIFICATIONS SECTION 015000 FOR

REMAINDER OF DOOR REQUIREMENTS

3'-0"

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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G-006

TRAILER LOCATION - SITE PLAN AND

FLOOR PLAN

6 7ANP

RENOVATION OF

OUTPATIENT PHARMACY

AND HVAC

MATHER VAMC

10535 HOSPITAL WAY

MATHER, CA 95655 OCTOBER 13, 2023

100% BID DOCUMENTS

612A4-19-01619-103

RMC

NORTH

0 4 8 16

Scale: 1/16" = 1'-0"

SITE PLAN

N O

R T

H0 4 8 16

Scale: 1/8" = 1'-0"

TEMPORARY TRAILER FLOOR PLAN

Scale: 1/2" = 1'-0"

TYPICAL SECTION AT VAULT

RAMP NOTES:

1. ALL MATERIALS TO BE ALUMINUM .

2. GRADE TO BE 1" IN 20' (MAX).

3. PROVIDE 1 1/2" PIPE HANDRAIL AND POSTS WITH 1/2"

DIAMETER PIPE BALUSTERS @ 4" O.C. (MAX).

4. PROVIDE 1 1/2" FLOOR GRATING.

DOOR ELEVATION

24514

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ARCHITECT

OFFICE

1B239A

OFFICE

B131

OFFICE

1B239

OFFICE

1B033

CONFERENCE

1B041

TELE/DATA

1B235

HALLWAY

1B234ELECT

1B237

OFFICE

1B251A

Room

1B251

Room

1B051

CLOSET

1B051C

OFFICE

1B051B

OFFICE

1B167

OFFICE

1B051A

CORRIDOR B

WORK

AREA

1D302

WORK

AREA

1D300

WOMEN'S

TLT

1E002

MEN'S

TLT

1E005

ELEC

1E122

CORRIDOR

C1-301

SHOP

LAB

1D303

STORAGE

MAIN

LOBBY

1B238

EXAM

1D923

EXAM

1D927

OFFICE

1D919

OFFICE

1D920

VITALS

1D922

DTR

1D924

HAC

1D925

EXAM

1D826

OFFICE

1D827

EXAM

1D825

EXAM

1D824

EXAM

1D915

STORAGE

1D918

C O

R R

ID

O

R C

-2

EXAM

1D913

EXAM

1D823

EXAM

1D821

CORRIDOR

C1-201

STAFF

TLT

1D820

UTILITY

1D822

CORRIDOR

C1-202

OFFICE

1D914

STORAGE

1D818

EXAM

1D911

EXAM

1D909

EXAM

1D907

EXAM

1D905

TLT

1D903

WAITING

1D901

RECEPTION

1D902

CLINICAL

PHARMACY

1D803

CLINICAL

PHARMACY

1D804

HALLWAY

1D808

TLT

1D904

EXAM

1D912

EXAM

1D910

EXAM

1D906

OFFICE

1D817OFFICE

1D816

CORRIDOR

C1-104

ELECT

1D801

WAITING

1C902

OFFICE

1C901

CENTRAL

CHECK-IN

1C700

TELECOM

1C900

OFFICE

1C700A HAC

1C700C

BREAK

RM

1C700D

OFFICE

1C905B

TREATMENT

RM

1C908

TLT

1C909 STAFF

TLT

1C804

TLT

1C700B

TREATMENT

RM

1C910

DECONTAM

1C911

OFFICE

1C808

TLT

1C910A

TREATMENT

RM

1C914

BREAKROOM

1C912

EXAM

1C812

OFFICE

1C814

OFFICE

1C915

EXAM

1C924

EXAM

1C828

OFFICE

1C927

HAC

1C929

OFFICE

1C928

OFFICE

1C925

EXAM

1C829

OFFICE

1C827

CORRIDOR

C1-112

EXAM

1C825

OFFICE

1C729

OFFICE

1C727

EXAM

1C725

OFFICE

1C629

EXAM

1C627

OFFICE

1C531

EXAM

1C529

OFFICE

1C527

OFFICE

1C525

OFFICE

1C429

EXAM

1C427

EXAM

1C425

EXAM

1C327

EXAM

1C325

TLT

1C328

EXAM

1C239

EXAM

1C237

OFFICE

1C235

OFFICE

1C233

HAC

1C231

ABI

EXAM

1C230

EXAM

1C228

ENT

EXAM

1C211

C O

R R

ID

O

R C

-1

OFFICE

1C230A

EXAM

1C209

UROLOGY

LAB

1C226

EXAM

1C210

EXAM

1C208

EXAM

1C207

SUBWAIT

1C206

OFFICE

1C205

EXAM

1C309

EXAM

1C313

EXAM

1C316

EXAM

1C311

STORAGE

1C205A

MEN'S

TLT

1B006

WOMEN

TLT

1B004

FOYER

C1-104ASUBWAITING

1C301

EXAM

1C303

PODIATRY

1C307

HAC

1B010

OFFICE

1B012

HOLDING

1B018C

EXAM

1C809

OFFICE

1C811

EXAM

1C813

EXAM

1C824

EXAM

1C708

EXAM

1C710

EXAM

1C712

OFFICE

1C728

EXAM

1C706

EXAM

1C704

EXAM

1C702

EXAM

1C701

OFFICE

1C600

EXAM

1C604

OFFICE

1C703

EXAM

1C705 EXAM

1C606

EXAM

1C610

GAMMA

CAMERA

1C516

CAMERA

ROOM

1C713

STRESS

1C616

C O

R R

ID

O

R C

-1

LOUNGE

1C424

UTILITY

1C413

PODIATRY

1C314

EXAM

1C411

EXAM

1C312

OFFICE

1C310

OFFICE

1C409

EXAM

1C407

EXAM

1C308

OFFICE

1C306

OFFICE

1C406

EXAM

1C403

EXAM

1C304

OFFICE

1C401

T/D 1C302

CORR.

C1-105

WAITING

1C500

ELECT

1C601

TLT

1C504

RECEPTION

1C508

P.E.T.

SCAN

1C510

OFFICE

1C512

RECEPTION

1C507

CORRIDOR

C1-113

CONTROL

ROOM

1C510A TLT

1C514

CONTROL

1C603

OFFICE

1C509

EXAM

1C406

OFFICE

1C408

EXAM

1C511

BONE

DENSITY

1C513 TREATMENT

1C410

HOT LAB

1C515

INJECTION

1C517

EXAM

1C428

MECH

1D645

HAC

1D728CORRIDOR

C1-206

OFFICE/EXAM

1D726

EXAM

1D724

OFFICE

1D722

OFFICE

1D721

EXAM

1D717

EXAM

1D715

OFFICE

1D713

EXAM

1D711

EXAM

1D716 EXAM

1D723

OFFICE/EXAM

1D725

EXAM

1D714

EXAM

1D712

OFFICE

1D710

OFF/EX

1D708

OFFICE

1D706

VITAL/RECEPTIONS

1D706

WAITING

1D701

REST RM

1D703

EXAM

1D707CONF RM

1D806

OFFICE

1D812

STORAGE

1D810B

EXAM

1D811

OFFICE

1D809

CLINICAL

PHARM.

1D807

CLINICAL

PHARM.

1D805

WAITING

1D601

TOILET

1D606

CONF.

1D607

BARIATRIC

EXAM

1D608

EXAM

1D609

BARIATRIC

TOILET

1D610

WOMEN'S

HEALTH

EXAM

1D611

OFFICE

1D612

EXAM

1D614

EXAM

1D615

SOCIAL

WORK

1D617

HALLWAY

1D604

PROCEDURE

1D618

STORAGE

1D619

OFFICE

1D621

TLT

1D620

STAFF

LOUNGE

1D511

STORAGE

1D513

OFFICE

1D517

OFFICE

1D519

OFFICE

1D521

OFFICE

1D523

LAB

WORK

AREA

1D510

RM

RM

RM

RM

RM

RM

RM

WAITING

1D500

TLT

1D507

TLT

1D515

RECEPTION

1D505

MICROBIOLOGY

1D516

OFFICE

1D407

ELECT

1D405

OFFICE

1D516A

BLOOD

BANK

1D518

EXAM

1D419

STAINING

1D522

HISTOLOGY

1D520

RM

FOYER

C1-210

OFFICE

1D420

EXAM

1D418

EXAM

1D410 OFFCIE

1D312

CONTROL

1D308

LAB

1D305

EXAM

1D406

EVIDENCE

STORAGE

1B018A

FIREARM

STORAGE

1B018B

POLICE

1B100

EN

LOCKER

1B025

WMN

LOCKER

1B024

AC

CLERK

1B064

TRAVEL

CLERK

1B062

SPECIALIST

1B032 SPECIALIST

1B033 SPECIALIST

1B034

WHEELCHAIR

STORAGE

1B065A STORAGE

1B035

STORAGE

1B070

RM

MEN'S

TLT

1B057C

JANITOR

CLOSET

1B057A

MHV

OPEN

OFFICE

1B069

RM

ELEC

ROOM

1B093

IT ROOM

1B098

EEO &

ADR

MANAGER

1B092

EE &

ADR

OFFICE

1B090

EE &

ADR

SPECIALIST

1B082

SERVICE

OFFICE

1B074

TELE/

DATA

1B077

WOMEN'S

TLT

1B057B

RM

RM

RM

RM

STAIR

RM

RM

RM

RM

RM

RM

RM

RM

RM

RM

IRM

COMPUTER

1E272

ELECT

1E270

RM

RM

RM

RM

RM

SOILED/DECON

1E282

HAC

1E280LOUNGE

1E274

TLT

1E277A

TLT

1E279A

LOCKER

1E279

LOCKER

1E277

RM

DISPATCH

1E255

RM

EQUIP

WASH

1E266

EQPM

REPAIR

1E259

LAB

STORAGE

1E243

OFFICE

1E253

ELEC

1E241

LOCKER

1E247A

TLT

1E247B

AUTOPSY

1E247

HAC

1E265

RM

RM

FOYER

C1-304

RM

RM

RM

RM

RM

RM

RM

#### RM

RM

RM

RM

RM

STAFF

DINING

STORAGE

RM

RM

RM

STORAGE

STORAGE

RM

KITCHEN

LOCKER

ROOM

PA OPEN

OFFICE

1B027

HAC

1D400

TLT

1D404 TLT

1D400A

ENTRY

1B236

EGRESS PATH

HAZARDOUS LOCATION

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FIRE BLANKET CABINET

EMERGENCY RESPONSE REFERENCE

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF EGRESS

KNOX BOX

DELAYED EGRESS W/ ALARM

CA

DE

KB

FEB

FEC

FBC

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS

CAPACITY

EGRESS WIDTH

(per IBC 1005.1)

COMMON PATH OF

TRAVEL

(per IBC Chapter 10)

EXIT ACCESS TRAVEL

(per IBC TABLE 1017.3)

EXIT DOORS = 36"/(0.20) = 180 PPL

75' - 0" MAXIMUM

300' - 0" MAXIMUM DISTANCE

ACTUAL TRAVEL DISTANCE"

EXIT 1 = 189' - 0"

EXIT 2 = 221' - 6"

OCCUPANT LOAD

(per NFPA TABLE 7.3.1.2)

OCCUP. = 4,295 GSF/150 = 29 PPL

TOTAL OCCUP. = 29 PEOPLE

REQUIRED # OF EXITS

(per IBC 1007)

1 EXIT REQUIRED IF UNDER 49

ACTUAL # OF EXITS = 2

EGRESS INFORMATION

HEIGHT

(per IBC 2021

TABLE 504.3 AND

504.4)

HEIGHT IN FEET = 75 FT

HEIGHT IN STORIES = 4 STORIES

ACTUAL BLDG HEIGHT = 3 STORIES

ACTUAL SUITE AREA = 4,295 SFALLOWABLE AREA

(per IBC 2021

TABLE 506.2)

AREA / HEIGHT LIMITATIONS - EXISTING

5.8

F

AA

D2

E3 bb

CC

6 7 7.8 8 8.5 9 10 103 11 104 aa

E

D

C

B

DD

EE

FF

GG

HH

54321 4.8 5.2

18 191716151413

A

BB

103.1 105 105.8 106 106.4 107.8 108108.3108.4 109 110 110.2 110.9 111 113107105.9

232 SF

RECEIVING

61 SF

TLT

112 SF

STORAGE

C O

R R

ID

O

R

C -2

CORRIDOR

C1-208

190 SF

VAULT

107 SF

OFFICE

2251 SF

FILLING/ASSEMBLY

CORRIDOR

C1-103

739 SF

WAITING

ELEVATOR

LOBBY

1B020A

PATH 'A' TRAVEL DISTANCE

189' - 0"

PATH 'B' TRAVEL DISTANCE

221' - 6"

203 SF

LOUNGE

CAPACITYCLR

EXTERIOR

EXIT

72" 360

CAPACITYCLR

EXTERIOR

EXIT

72" 360

AREA OF WORK

CAPACITYCLR

EXTERIOR

EXIT

74" 370

P A

T H

'C ' T

R A

V E

L D

IS

T

A N

C E

9.5 10.2

D.5

264 SF

RECEPTION

104A

239 SF

CHECK-IN

104B

FEC

FEC

OUTPATIENT PHARMACY

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/1 /2

:1

:3

A

M C

U s e rs \a p u lle n \D o c u m e n ts

\A V

A M a th e r-

O u tp a ti e n t P h a rm a c y a n d

H V

A C

-C A

-1 a p u lle n V

D X

T .r v t

LS101

FIRST FLOOR LIFE SAFETY PLAN

7 7ANP

RENOVATION OF

OUTPATIENT PHARMACY

AND HVAC

MATHER VAMC

10535 HOSPITAL WAY

MATHER, CA 95655 OCTOBER 13, 2023

100% BID DOCUMENTS

612A4-19-01619-103

RMC

PROPOSED USE:

OWNED BY: PRIVATE

FEDERAL GOVERNMENT

CITY/COUNTY

STATE

CODE ENFORCEMENT JURISDICTION: CITY

COUNTY

VA

GENERAL CODE INFORMATION:

RENOVATION (EXISTING BUILDING)

CONSTRUCTION TYPE:

SPRINKLERED

PRIMARY OCCUPANCY:

SECONDARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

PHARMACY

IIB

BUSINESS

N/A

RENOVATION OF OUTPATIENT

PHARMACY AND HVAC

MATHER VAMC

10535 HOSPITAL WAY

MATHER, CA 95655

VA MATHER

NORTH

0 4 8 16

LIFE SAFETY LEGEND

EGRESS PATH "A"

PATH ID 189' - 0"

EGRESS PATH "B"

PATH ID 221' - 6"

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/16" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

EGRESS PATH "C"

PATH ID 284' - 4"

A. EXISTING 2 HOUR FIRE SEPARATION TO BE

REDUCED TO ONE HOUR FIRE SEPARATION AT

PHARMACY.

B. ONE HOUR FIRE RATED WALL ENCLOSURE WITH

9 GAUGE EXPANDED METAL MESH REQUIRED AT

PHARMACY ENCLOSURE AS PER VA PHYSICAL

SECURITY MANUAL.

CODE INFORMATION

24514

LICENSED

ARCHITECT

American Welding Society

American National Standards Institute

American Society for Testing and Materials

American Iron and Steel Institute

American Institute of Steel Construction

American Institute of Architects

American Concrete Institute

CC Carried Column

CIP Cast In Place

Addition

Alternate

Air Condition

Aggregate

Anchor BoltAB

ALT

A/C

AGGR

ADD

Angle

And

Asphalt

Approximate

AIA

ACI

AISI

ANSI

ASTM

AISC

L

ASPH

ARCH

APPROX

AWS

Average

Bottom

Bearing

Bending Moment

Base Plate

Building

Center

Ceiling

Center to Center

Center of Gravity

Bottom of Deck

M

BOT

BRG

B PL

AVG

CG

CEN

CLG

BLDG

B/D

AssemblyASSY

Architect or Architectural

Column

Clear

Channel

Concrete

Control Joint

Connection

Cubic Yard

Cubic Foot

Continuous

Construction

C

CJ

CONN

CONC

COL

CLR

CY

CF

CMU

CMP

CONT

CONST

Diagonal

Detail

Ditto

Diameter

Double Angle

Dimensions

Drawing

Douglas Fir

2L

DO

DIM

DIA

DIAG

DET

DF

DWG

DoubleDBL

Concrete Masonry Units

Corrugated Metal Pipe

C/C

AluminumAL

MB Machine Bolt

Glu lam BeamGLB

Quarter

Radius

Reference

Reinforce, Reinforced, QTR

REF

RAD

REINF

Round

Required

Section

Schedule

Revise or Revision

South

Similar

Steel

Standard

Square

Specifications

Sheet

Stock

Tangent

Symmetrical

Structural

Strut Force

Through

Top of Concrete

Top and Bottom

Tongue & Groove

Tolerance

Thick

Top of Footing or Top of Foundation

RD

REV

SECT

SCHED

REQD

S

SIM

STL

STD

SQ

SPECS

SHT

SYM

STK

TAN

SF

STRUCT

TOL

T/F

T/C

T & B

T & G

THRU

THK

Typical

Total

Transverse

Top of Steel

Top of Masonry

Vertical

Verify in the Field

Unless Noted

Unless Noted Otherwise

Top of Concrete Wall

West

Without

With

Work Point

Wide Flange

Welded Wire Fabric

Yard

T/S

T/M

TYP

TOT

TRANS

UNO

UN

VIF

VERT

W

W

WWF

WP

W/O

W/

YD

T/W

Reinforcement, or Reinforcing

Long

Light

Length

Laminated

Longitudinal

LAM

LGTH

LG

LT

LONGIT

Each

East

EF

EA

E

EW

ELECT Electric or Electrical

Each way

Each face

Mark

Metal

Maximum

Material

Maximum

Mechanical

Manufacturer

LLH

LLBB

LLV

MK

MAX

MECH

MATL

MAX

MET

MFR

Medium

Mezzanine

Minimum

Minute

Miscellaneous

Mixture

North

Nominal

Near Side

Near Face

Multiple

MED

MIN

MEZZ

MIX

MISC

MIN

NF

N

NOM

NS

MULT

EQ

ENGR

ETC

EST

EXCAV

EQUIP

EXT

EJ

EXIST

X-STR

X-HVY

Etcetera

Extra Strong

Extra Heavy

Exterior

Expansion Joint

Existing

Excavate

Estimate

Equipment

Equal

Engineer

FS

FF

FT or '

FIN

FIG

FBM

FTG

FD

FRMG

FND

FLR

Framing

Foundation

Footing

Floor Drain

Floor

Finish

Figure

Feet Board Measure

Feet or Foot

Far Side

Far Face

FabricationFAB

Opposite

Opening

On Center

Number

Perpendicular

Permanent

Original

OPP

OPNG

OC

OD

PERP

PERM

d

ORIG

Point

Plate

Pound

Plywood

Project

PT

PL

PLYWD

PSF

PCF

LB

PROJ

PSI

Piece, Pile CapPC

GEN

GI

GALV

GRND

GR

HEX

HGT

HORIZ

S

IN or " Inches

I Beam

Horizontal

Hexagon

Height

Ground

Grade

General (Notes)

Galvanized Iron

Galvanize

Joint

Joist

ID

JT

JST

KO

K

Knockout

Kip (1,000 lbs)

Inside Diameter

Include or IncludedINCL

Not to ScaleGage or Gauge NTSGA

Elevation LHEELEV

Pounds Per Square Inch

Pounds Per Square Foot

Pounds Per Cubic Foot

Penny (Nails, etc)

Outside Diameter

Long Leg Vertical

Long Leg Horizontal

Long Leg Back To Back

Low Hydrogen Electrode

General Structural NotesGSN

LEGEND:

GSN = GENERAL STRUCTURAL NOTES

UNO = UNLESS NOTED OTHERWISE

INDICATES TUBE COLUMN

INDICATES WIDE FLANGE COLUMN

INDICATES BEAM SPLICE

INDICATES FOOTING SIZE. SEE SCHEDULE.

F1

SYMBOLS AND ABBREVIATIONS FOR CONCRETE (as per ACI)

SLOPE DIRECTION DOWN

MISCELLANEOUS ELEVATION

FLOOR OR STEEL ELEVATION

REQUIRED NUMBER OF HEADED SHEAR STUDS

RIGID CONNECTION

CAMBER UP

00'-0"

00'-0"

(00'-0")

C=0"

[00]

STEEL ELEVATION

SPAN DIRECTION

To Indicate Size of Deformed Bar.#

Clear

Bottom

Bent

Each Face

Column Tie

Each Way

Limits of Area Covered By Bars

Direction in Which Bars Extend

Spacing Center to Center

Spiral

Stirrup

Plain Bar

Outside Face

Near Face

Inside Face

Top

Straight

Far Face

AT

EF

CT

CL

BOT

BT

EW

T

STR

SP

STIR

PL

OF

NF

IF

FF

Plain Rounds, as Spirals/

INDICATES STD PIPE COLUMN

Construction Management Civil Engineering Surveying

9090 South Ridgeline Boulevard, Suite 105

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

Calibre Engineering, Inc.

Calib er

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/9 /2

:3

:4

P

M C

U s e rs \t b e n ja m in

\D o c u m e n ts \M a th e r_

V A

M C

P h a rm a c y V a u lt

S T

R U

C T tb e n ja m in

C Q

U N

D .r v t

S-001

ABBREVIATIONS, SYMBOL LEGEND,

AND GENERAL STRUCTURAL NOTES

1 6MBT

RENOVATION OF

OUTPATIENT PHARMACY

AND HVAC

MATHER VAMC

10535 HOSPITAL WAY

MATHER, CA 95655 OCTOBER 13, 2023

100% BID DOCUMENTS

612A4-19-01619-103

GMG

SYMBOL LEGEND

ABBREVIATIONSGENERAL STRUCTURAL NOTES

CODE AND DESIGN CRITERIA

1. BUILDING CODE: LATEST EDITION OF U.S. DEPARTMENT OF VETERANS AFFARIS

DESIGN GUIDES, STANDARDS, AND MANUALS. 2018 INTERNATIONAL BUILDING

CODE (IBC)

2. DESIGN LIVE LOADS:

A. ROOF LL: 20 PSF

3. WIND DESIGN DATA:

A. BASIC WIND SPEED: 104 MPH (ULTIMATE)

B. EXPOSURE: C

C. INTERNAL PRESSURE COEFFICIENT: ±0.18

4. SEISMIC DESIGN DATA

A. BUILDING RISK CATEGORY: IV

B. IMPORTANCE FACTOR: 1.5

C. SS: 0.460g D. S1: 0.225g

E. SITE CLASS: C

F. SDS: 0.439g G. SD1: 0.293g

H. SEISMIC DESIGN CATEGORY: D

I. SFRS:

a. SPECIAL REINFORCED MASONRY SHEAR WALLS

b. RESPONSE MODIFICATION FACTOR (R): 5

c. SEISMIC RESPONSE COEFFICIENT (CS): 0.132

GENERAL

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY COR OF ANY

DISCREPANCIES

2. DO NOT SCALE THE DRAWINGS.

3. GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS APPLY UNLESS NOTED OTHERWISE ON PLANS, ELEVATIONS, DETAILS AND SPECIFICATIONS. IN CASE OF CONFLICT THE GREATER REQUIREMENT GOVERNS.

4. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO

NOT INDICATE THE METHOD OF CONSTRUCTION.

5. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OF OMISSIONS OF THE CONTRACTOR, SUB- CONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM

TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

6. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING AND SHORING FOR LOADS DUE TO HYDROSTATIC, EARTH, WIND OR SEISMIC FORCES, CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

7. NOTIFY THE STRUCTURAL ENGINEER THROUGH THE COR WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN THE STRUCTURAL MEMBER.

8. ALL SPECIFICATIONS AND CODES NOTED SHALL BE THE LATEST APPROVED EDITIONS AND REVISIONS BY THE

GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS PROJECT.

9. COST OF ADDITIONAL FIELD AND OFFICE WORK NECESSITATED BY REQUESTS BY THE CONTRACTOR FOR AN OPTION OR DUE TO ERRORS OR OMISSIONS IN CONSTRUCTION SHALL BE BORNE BY THE CONTRACTOR. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR ALL CHANGES NECESSARY IF HE CHOOSES AN

OPTION AND HE SHALL COORDINATE ALL DETAILS.

10. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN

ENGINEER REGISTERED IN CALIFORNIA.

11. UNLESS NOTED OTHERWISE, DETAILS ON STRUCTURAL DRAWINGS ARE TYPICAL AS INDICATED BY CUTS, REFERENCES OR TITLE.

12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

13. FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO THE START OF SHOP DRAWINGS OR

CONSTRUCTION.

14. EXISTING CONDITIONS REQUIRING MODIFICATIONS TO DOCUMENTS FOR PROPOSED CONSTRUCTION SHALL BE

IMMEDIATELY SUBMITTED TO THE COR.

FOUNDATION

1. FOUNDATION:

A. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT #3746.04 PREPARED BY WALLACE KUHL ASSOC.

DATED 06/09/1999

B. FOOTING SHALL BEAR ON FIRM UNDISTURBED SOIL AT 12" MIN BELOW FINISH GRADE OR NATURAL GRADE, WHICHEVER IS LOWER. ALLOWABLE BEARING = DL 1500 PSF, DL + LL 2300 PSF, DL + LL + SEISMIC.

2. SEE PLAN FOR TOP OF FOOTING ELEVATIONS. CONTRACTOR SHALL VERIFY AND LOWER FOOTINGS AS REQUIRED TO

MAINTAIN 1' - 6” MINIMUM BELOW FINISH GRADE OR FINISH FLOOR (THE LOWER) AT FOOTINGS.

3. CONTRACTOR SHALL PROVIDE FOR PROPER DEWATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND

WATER, SEEPAGE, ETC.

4. CONTRACTOR SHALL PROVIDE FOR THE DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING AND SHORING

REQUIRED TO SAFELY AND ADEQUATELY RETAIN THE EARTH BANKS AND ANY EXISTING STRUCTURE.

5. ALL EARTHWORK, FOOTING DEPTHS, AND EXCAVATIONS FOR FOUNDATIONS SHALL BE INSPECTED BY THE

GEOTECHNICAL ENGINEER TO VERIFY ASSUMED ALLOWABLE SOIL BEARING PRESSURE AND TO MAKE ANY

ADDITIONAL RECOMMENDATIONS.

6. EXCAVATIONS FOR FOOTINGS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING THE REINFORCING AND CONCRETE. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER WHEN THE EXCAVATIONS ARE READY FOR INSPECTION. THE GEOTECHNICAL ENGINEER SHALL SUBMIT A LETTER OF COMPLIANCE

TO THE COR.

7. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR MASONRY HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND

INSTALLATION OF SUCH BRACING AND PROTECTION.

8. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN THE BUILDING PERIMETER SHALL BE MECHANICALLY COMPACTED IN LAYERS, TO THE APPROVAL OF THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED.

9. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH THE NEW CONSTRUCTION SHALL BE REMOVED

REINFORCING STEEL

1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE `BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318) AND THE `MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' BY CRSI AND WCRSI, AS MODIFIED BY THE PROJECT DRAWINGS AND

SPECIFICATIONS.

2. DEFORMED REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60.

3. WELDING OF REINFORCING SHALL BE WITH LOW HYDROGEN ELECTRODES IN CONFORMANCE WITH 'RECOMMENDED

PRACTICES FOR WELDING REINFORCING STEEL, ETC.', AMERICAN WELDING SOCIETY, AWS D1.4. WELDING OF

REINFORCING STEEL IS LIMITED TO A706 REBAR.

4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.

5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064.

6. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL MESH AND ONE HALF, WHICH EVER IS

GREATER.

7. SPLICES SHALL BE MADE ONLY AS AND WHERE INDICATED ON THE STRUCTURAL DRAWINGS.

8. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE, SPACING AND NUMBER

AS THE SPECIFIED VERTICAL REINFORCING, U.N.O.

9. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION

OCCURS.

10. PROVIDE SHOP DRAWINGS AND FABRICATE AFTER THE COR'S REVIEW. ALL SPLICE LOCATIONS ARE SUBJECT TO

APPROVAL. PLACE REBAR PER CRSI STANDARDS.

CONCRETE

1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', ACI 318, AND THE `SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS', ACI 301, LATEST EDITIONS, WITH MODIFICATIONS AS

NOTED ON THE DESIGN DRAWINGS OR SPECIFICATIONS.

2. REINFORCED CONCRETE DESIGN IS BY THE ULTIMATE STRENGTH DESIGN METHOD.

3. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND SHALL BEAR THE

SEAL OF A CIVIL ENGINEER LICENSED IN THE STATE OF CALIFORNIA.

4. SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTHS AND TYPES:

5. PORTLAND CEMENT SLAL CONFORM TO ASTM C150, TYPE II.

6. AGGREGATE FOR HARD ROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF

ASTM C33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF

THE STRUCTURAL ENGINEER THROUGH THE COR.

7. CONCRETE MIXING OPERATIONS, ETC., SHALL CONFORM TO ASTM C94.

8. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 304 AND PROJECT SPECIFICATIONS.

SANDBLAST ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED.

9. PLACING OF CONCRETE SHALL CONFORM TO ACI 305 "HOT WEATHER CONCRETING" AND ACI 306

"COLD WEATHER CONCRETE" WHEN APPLICABLE.

10. CLEAR COVERAGE OF CONCRETE OVER REINFORCING BARS BE AS FOLLOWS:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3”

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

1. NO. 6 THROUGH NO. 18 BAR: 2”

2. NO. 5 BAR AND SMALLER: 1 1/2”

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

1. SLABS, WALLS, JOISTS:

A. NO. 14 AND NO. 18 BAR: 1 1/2”

B. NO. 11 BAR AND SMALLER: 3/4

2. BEAMS, COLUMNS:

1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2”

D. SLABS ON GRADE (FROM TOP): 1 1/2”

11. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE…