Construction Drawings--Project Number 570-21-800.pdf

B-31

COMMUNITY

B-1

MAIN

B-3

ENGINEERING

PUMPHOUSE

B-7

GASOLINE PUMP

B-4

MAIN

B-19 B-19A

GENERATOR

B-2

BOILER PLANT

WAREHOUSE

B-32

OUTPATIENT

O P C

A N C

IL

LA

R Y

OPC

B-5

PUMPHOUSE

MENTAL

B-25

B-34

MENTAL HEALTH

HEALTH

FREEDOM

CLINIC

HOSPITAL B-24

LIBERTY

BLDG

LIVING

CENTER

VALOR BLDG

BLDG

STAGING AREA

G E N E R A

TO

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B-27

MENTAL HEALTH

INDEPENDENCE BLDG

& TANKS

B-8

STORAGE SHEDS

B-36

BARN

B-24

AUDITORIUM

B-24

TOILETS

B-24

ELEVATOR

B-24 BREEZEWAY

& STAIRS

SWITCHGEARSWITCHGEAR

B-22

CHILLER

B-22A

CHILLER

T-5

ENGR. TRAILER

W A

LK

O F

H O N O R

S P E E D

B U M P

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MAIN ENTRANCE

SIGN

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STORAGE CANOPY

M O N U M E N T S

IG

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MODULAR 2

FUEL TANK #2FUEL TANK #1

LOT C

ELEVATOR

B-18

LIQUID OXYGEN

B-17

SHELTER

SMOKING

BUS

BBQ

P A R K

IN

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PARKING LOT A

PARKING LOT B

P A R K

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IN

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PARKING LOT G

PARKING LOT D

TANK

O2

TANK

O2

TANK

DIESEL

TANK

DIESEL

CLC

BUILDING

EL 308.5

EL 308.5

65 A B

74 A B

A B

VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM - FRESNO CA

PROJECT NO. 570-21-800

REPLACE BUILDING 32

ELEVATOR FOR SAFETY

1 LOCATION PLAN

NOT TO SCALE 2 VICINITY PLAN

NOT TO SCALE

COVER SHEET

RM AJ

VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM - FRESNO, CA

VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM - FRESNO, CA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT

BUILDING WITHIN SCOPE OF PROJECT

05/11/2021 G-001

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MOTORCYCLES

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HYDRONICS

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UTILITY PAD

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CLINTON AVENUE

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HARVARD AVENUE

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FRESNO STREET

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SOLAR PANELS

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NORTH ANGUS STREET

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PROJECT SUMMARY &

DRAWING INDEX

G-002

RM AJ

PROJECT SUMMARY DRAWING INDEX

PROPOSED DATE OF CONSTRUCTION: TBD

BUILDING WITHIN SCOPE: 32

ICRA CLASS REQUIREMENTS: CLASS II

DESIGN TEAM

ARCHITECTURAL/MECHANICAL/PLUMBING/FIRE

PROTECTION/ELECTRICAL

SPEES DESIGN BUILD

625 1st AVE #301

SEATTLE, WA 98104

STRUCTURAL

WSP USA

10525 VISTA SORRENTO PARKWAY, #350

SAN DIEGO, CA, 92121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT

PAGE # SHEET # SHEET NAME

GENERAL

1 G-001 COVER SHEET

2 G-002 PROJECT SUMMARY & DRAWING INDEX

3 GC100 GROUND FLOOR ICRA PLAN

4 GC101 FIRST FLOOR AND BRIDGE CONNECTION ICRA PLAN

5 GC102 SECOND FLOOR AND BRIDGE CONNECTION ICRA PLAN

6 GC103 ROOF AND BRIDGE CONNECTION ICRA PLAN

7 FS100 GROUND FLOOR FIRE SAFETY PLAN

8 FS101 FIRST FLOOR AND BRIDGE CONNECTION FIRE SAFETY PLAN

9 FS102 SECOND FLOOR AND BRIDGE CONNECTION FIRE SAFETY PLAN

10 FS103 ROOF AND BRIDGE CONNECTION FIRE SAFETY PLAN

ARCHITECTURAL

11 AD100 GROUND FLOOR DEMOLITION PLAN

12 AD101 FIRST FLOOR AND BRIDGE CONNECTION DEMOLITION PLAN

13 AD102 SECOND FLOOR AND BRIDGE CONNECTION DEMOLITION PLAN

14 AD103 ROOF AND BRIDGE CONNECTION DEMOLITION PLAN

15 A-100 GROUND FLOOR PLAN

16 A-101 FIRST FLOOR PLAN AND BRIDGE CONNECTION

17 A-102 SECOND FLOOR PLAN AND BRIDGE CONNECTION

18 A-103 ROOF FLOOR PLAN AND BRIDGE CONNECTION

19 A-201 BUILDING ELEVATIONS

20 A-202 BUILDING ELEVATIONS

21 A-203 INTERIOR ELEVATIONS

STRUCTURAL

22 S-001 GENERAL NOTES

23 S-002 GENERAL NOTES

24 S-102 ELEVATOR ROOF PLAN

25 S-103 ELEVATOR ROOF PLAN

26 S-300 ELEVATOR PARTIAL ELEVATION

27 S-400 DETAILS

MECHANICAL

28 M-001 LEGENDS, SYMBOLS, ABBREVIATIONS, & NOTES - MECHANICAL

29 MD101 GROUND LEVEL FLOOR PLAN - MECHANICAL DEMO

30 MH101 GROUND LEVEL - MECHANICAL

31 M-501 MECHANICAL DETAILS & SCHEDULES

PLUMBING

32 P-001 LEGENDS, SYMBOLS, ABBREVIATIONS, NOTES & SCHEDULES -

PLUMBING

33 PL101 GROUND LEVEL PLAN - PLUMBING

34 PL102 FIRST FLOOR PLAN - PLUMBING

35 PL103 UPPER ELEVATOR SHAFT PLAN - PLUMBING

36 P-501 DETAILS - PLUMBING

FIRE PROTECTION

37 FD101 UPPER ELEVATOR SHAFT PLAN - FIRE SPRINKLER

ELECTRICAL

38 E-001 GENERAL NOTES, ABBREVIATIONS, AND LEGENDS

39 ES100 SITE ELECTRICAL PLAN

40 ED100 GROUND FLOOR - ELECTRICAL DEMOLITION PLAN

41 ED101 FIRST FLOOR - ELECTRICAL DEMOLITION PLAN

42 ED102 SECOND AND THIRD FLOOR - ELECTRICAL DEMOLITION PLAN

43 EP100 GROUND FLOOR - ELECTRICAL PLAN

44 EP101 FIRST FLOOR - ELECTRICAL PLAN

45 EP102 SECOND AND THIRD FLOOR - ELECTRICAL PLAN

46 E-401 ENLARGED PLANS

47 E-501 ELECTRICAL DETAILS

48 E-601 EXISTING PARTIAL ONE-LINE DIAGRAM

49 E-602 REVISED PARTIAL ONE-LINE DIAGRAM

50 E-603 ELECTRICAL LOAD SCHEDULES

51 E-604 ELECTRICAL SCHEDULES

05/11/2021 2 of 51

UP

FAS

FAS

FAS

CANTEEN STORAGE

RECORDS CAGE

IT STORAGE

PHARMACY VAULT

CORRIDOR

LOGISTICS STORAGE

UNFINISHED AREA

ELEVATOR

EQUIPMENT

RM

FLAMMABLE

STORAGE

INVENTORY MANAGEMENT

GROUND FLOOR

WAREHOUSE

STORAGE UNITS

STAIR

ELEVATOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT GC100

GROUND FLOOR

ICRA PLAN

05/11/2021 RM MC

LEGEND

CLASS II ICRA NOTES

KEY PLAN

1 GROUND FLOOR ICRA PLAN - BLDG 32

1/8" = 1'-0"

PROJECT CONSTRUCTION IS IDENTIFIED AS TYPE C

CONSTRUCTION ACTIVITY

PROJECT RISK FOR <OFFICE AND STORAGE AREAS> IS LOW

RISK

THIS COMBINATION INVOKES CLASS II ICRA PRECAUTIONS

CLASS II INFECTION CONTROL PRECAUTIONS REQUIRED

TAPE AND SEAL DOOR, EXIST HVAC AIR DUCTS, AND ANY

AREAS WHERE POTENTIAL DUST MAY BE EXPOSED

OUTSIDE OF CONSTRUCTION AREA.

ELEVATOR EQUIPMENT ROOM

ICRA CLASS II REQS

ELEVATOR ICRA CLASS II REQS

KEY NOTES (THIS SHEET ONLY)

PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM

DISPERSING INTO ATMOSPHERE.

WATER MIST WORK SURFACES TO CONTROL DUST WHILE

CUTTING.

SEAL UNUSED DOORS WITH DUCT TAPE.

BLOCK OFF AND SEAL AIR VENTS.

PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA.

REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK

IS BEING PERFORMED.

EXISTING CONDITION

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

BRIDGE

DN.

DF

FEC

FEC

FEC

UP

SHELVING UNITS

BRIDGEBRIDGE

PIT

OPENINGOPENING

PIT

OPENING

PIT

LIFT

DOCK

LINE OF BRIDGE ABOVE

DEPUTY

WHSE

SUPV

WAREHOUSE

UNLOADING

PUBLIC

CHIEF

WHSE

OFFICE

LOUNGE

TOILET

DRUG

ROOM

WHSE

ROOM

REPRODUCTION

PROCESSING

MAILROOM

LOBBY

100A

STAIR

#1

ELEVATOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT GC101

FIRST FLOOR AND BRIDGE

CONNECTION ICRA PLAN

05/11/2021 RM MC

LEGEND

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1 FIRST FLOOR ICRA PLAN - BLDG 32 / FIRST FLOOR BRIDGE TO BLDG 1

1/8" = 1'-0"

CLASS II ICRA NOTES

PROJECT CONSTRUCTION IS IDENTIFIED AS TYPE C

CONSTRUCTION ACTIVITY

PROJECT RISK FOR <OFFICES AND STORAGE AREAS> IS LOW

RISK

THIS COMBINATION INVOKES CLASS II ICRA PRECAUTIONS

CLASS II INFECTION CONTROL PRECAUTIONS REQUIRED

ELEVATOR ICRA CLASS II REQS

TAPE AND SEAL DOOR, EXIST HVAC AIR DUCTS, AND ANY

AREAS WHERE POTENTIAL DUST MAY BE EXPOSED

OUTSIDE OF CONSTRUCTION AREA.

PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM

DISPERSING INTO ATMOSPHERE.

WATER MIST WORK SURFACES TO CONTROL DUST WHILE

CUTTING.

SEAL UNUSED DOORS WITH DUCT TAPE.

BLOCK OFF AND SEAL AIR VENTS.

PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA.

REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK

IS BEING PERFORMED.

EXISTING CONDITION

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

ELEVATOR

OPEN TO

WAREHOUSE

BELOW

A&MM PROCUREMENT

OFFICES

STORAGE

DO

W N

SPWHMEZZ

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT GC102

SECOND FLOOR AND BRIDGE

CONNECTION ICRA PLAN

05/11/2021 RM MC

LEGEND

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1 SECOND FLOOR ICRA PLAN - BLDG 32 / SECOND FLOOR BRIDGE TO BLDG 1

1/8" = 1'-0"

CLASS II ICRA NOTES

PROJECT CONSTRUCTION IS IDENTIFIED AS TYPE C

CONSTRUCTION ACTIVITY

PROJECT RISK FOR <OFFICES AND STORAGE AREA> IS LOW

RISK

THIS COMBINATION INVOKES CLASS II ICRA PRECAUTIONS

CLASS III INFECTION CONTROL PRECAUTIONS REQUIRED

TAPE AND SEAL DOOR, EXIST HVAC AIR DUCTS, AND ANY

AREAS WHERE POTENTIAL DUST MAY BE EXPOSED

OUTSIDE OF CONSTRUCTION AREA.

ELEVATOR ICRA CLASS II REQS

PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM

DISPERSING INTO ATMOSPHERE.

WATER MIST WORK SURFACES TO CONTROL DUST WHILE

CUTTING.

SEAL UNUSED DOORS WITH DUCT TAPE.

BLOCK OFF AND SEAL AIR VENTS.

PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA.

REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK

IS BEING PERFORMED.

EXISTING CONDITION

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

BRIDGE CORRIDOR

3/4" CONDENSATE DRAIN

RO

OF

RO

OF

ROOF ACCESS LADDER

ROOF ACCESS LADDER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT GC103

ROOF AND BRIDGE

CONNECTION ICRA PLAN

05/11/2021 RM MC

LEGEND

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1 ROOF ICRA PLAN - BLDG 32 / THIRD FLOOR BRIDGE TO BLDG 1

1/8" = 1'-0"

CLASS II ICRA NOTES

PROJECT CONSTRUCTION IS IDENTIFIED AS TYPE C

CONSTRUCTION ACTIVITY

PROJECT RISK FOR <OFFICES AND STORAGE AREA> IS LOW

RISK

THIS COMBINATION INVOKES CLASS II ICRA PRECAUTIONS

CLASS II INFECTION CONTROL PRECAUTIONS REQUIRED

PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM

DISPERSING INTO ATMOSPHERE.

WATER MIST WORK SURFACES TO CONTROL DUST WHILE

CUTTING.

SEAL UNUSED DOORS WITH DUCT TAPE.

BLOCK OFF AND SEAL AIR VENTS.

PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA.

REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK

IS BEING PERFORMED.

TAPE AND SEAL DOOR, EXIST HVAC AIR DUCTS, AND ANY

AREAS WHERE POTENTIAL DUST MAY BE EXPOSED

OUTSIDE OF CONSTRUCTION AREA.

ELEVATOR ICRA CLASS II REQS

EXISTING CONDITION

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

FAS

FAS

CANTEEN STORAGE

RECORDS CAGE

IT STORAGE

PHARMACY VAULT

CORRIDOR

LOGISTICS STORAGE

UNFINISHED AREA

ELEVATOR

EQUIPMENT

RM

FLAMMABLE

STORAGE

INVENTORY MANAGEMENT

GROUND FLOOR

WAREHOUSE

STORAGE UNITS

STAIR

ELEVATOR

T.O. SLAB

6" CH STUD AT 24"

O.C.

1" GWB

ALL PENETRATIONS

THROUGH BARRIER MUST

BE FIRE STOPPED

2 LAYERS OF 12"

GWB

UL FIRE RESISTANT

DIRECTORY # U437

BOTTOM OF INTERSTITIAL SLAB

ABOVE

HOISTWAY SIDE

J-SHAPED

RUNNER

SEAL OPENINGS WITH

A TEMPORARY 1HR

FIRE-RATED SHAFT

WALL CONSTRUCTION

(2/FS100).

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT FS100

GROUND FLOOR FIRE

SAFETY PLAN

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1 GROUND FLOOR FIRE SAFETY PLAN - BLDG 32

1/8" = 1'-0"

PATH OF TRAVEL

EXISTING RATED WALL ASSEMBLY

PATH OF TRAVEL FOR

DEMOLITION DEBRIS

AND NEW EQUIPMENT,

DEBRIS FROM UPPER

FLOORS TO BE MOVED

THROUGH HOISTWAY,

TYP.

EXISTING CONDITION

EGRESS FROM FURTHEST POINT =

46'-6"

EGRESS FROM FURTHEST POINT =

63'-6"

PATH OF TRAVEL - DEBRIS

2 TEMPORARY SHAFT WALL DETAIL

1/2" = 1'-0"

FS100

FS100

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

FEC

FEC

FEC

UP

SHELVING UNITS

BRIDGEBRIDGE

PIT

OPENINGOPENING

PIT

OPENING

PIT

LIFT

DOCK

LINE OF BRIDGE ABOVE

DEPUTY

WHSE

SUPV

WAREHOUSE

UNLOADING

PUBLIC

CHIEF

WHSE

OFFICE

LOUNGE

TOILET

DRUG

ROOM

WHSE

ROOM

REPRODUCTION

PROCESSING

MAILROOM

LOBBY

100A

STAIR

#1

ELEVATOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT FS101

FIRST FLOOR AND BRIDGE

CONNECTION FIRE SAFETY PLAN

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1 FIRST FLOOR FIRE SAFETY PLAN - BLDG 32 / FIRST FLOOR BRIDGE TO BLDG 1

1/8" = 1'-0"

EGRESS

FROM

FURTHEST

POINT =

104'-6"

PATH OF TRAVEL

EXISTING RATED WALL ASSEMBLY

EXISTING CONDITION

FS100

FS100

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

OPEN TO

WAREHOUSE

BELOW

A&MM PROCUREMENT

OFFICES

STORAGE

DO

W N

SPWHMEZZ

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT FS102

SECOND FLOOR AND BRIDGE

CONNECTION FIRE SAFETY PLAN

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1 SECOND FLOOR FIRE SAFETY PLAN - BLDG 32 / SECOND FLOOR BRIDGE TO BLDG 1

1/8" = 1'-0"

EGRESS FROM FURTHEST POINT =

26'-1"

PATH OF TRAVEL

EXISTING RATED WALL ASSEMBLY

EXISTING CONDITION

FS100

FS100

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

BRIDGE CORRIDOR

3/4" CONDENSATE DRAIN

RO

OF

RO

OF

ROOF ACCESS LADDER

ROOF ACCESS LADDER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT FS103

ROOF AND BRIDGE

CONNECTION FIRE SAFETY PLAN

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1 ROOF FIRE SAFETY PLAN - BLDG 32 / THIRD FLOOR BRIDGE TO BLDG 1

1/8" = 1'-0"

EGRESS FROM FURTHEST POINT =

60'-6"

PATH OF TRAVEL

EXISTING RATED WALL ASSEMBLY

EXISTING CONDITION

PROPOSED PATH FOR EGRESS FROM THE ROOF

PRIOR TO NEW HOISTWAY WILL BE A

CONSTRUCTION LADDER PROVIDED BY THE

CONTRACTOR.

FS100

FS100

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

FAS

FAS

CANTEEN STORAGE

RECORDS CAGE

IT STORAGE

PHARMACY VAULT

CORRIDOR

LOGISTICS STORAGE

UNFINISHED AREA

ELEVATOR

EQUIPMENT

RM

FLAMMABLE

STORAGE

INVENTORY MANAGEMENT

GROUND FLOOR

WAREHOUSE

STORAGE UNITS

STAIR

ELEVATOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT AD100

GROUND FLOOR

DEMOLITION PLAN

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

REMOVE EXISTING LOUVER.

REMOVE EXISTING VENT.

1 GROUND FLOOR DEMO PLAN - BLDG 32

1/8" = 1'-0"

DEMOLITION

EXISTING CONDITION

DEMO DOOR. DOOR FRAMES TO

REMAIN. SEE 3/A-203.

DEMO EXISTING ELEVATOR CAB

AND RELATED EQUIPMENT, SEE

SPEC SECTION 14 24 10.

A-203

A-203

DEMO EXISTING EQUIPMENT.5

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

FEC

FEC

FEC

UP

SHELVING UNITS

BRIDGEBRIDGE

PIT

OPENINGOPENING

PIT

OPENING

PIT

LIFT

DOCK

LINE OF BRIDGE ABOVE

DEPUTY

WHSE

SUPV

WAREHOUSE

UNLOADING

PUBLIC

CHIEF

WHSE

OFFICE

LOUNGE

TOILET

DRUG

ROOM

WHSE

ROOM

REPRODUCTION

PROCESSING

MAILROOM

LOBBY

100A

STAIR

#1

ELEVATOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT AD101

FIRST FLOOR AND BRIDGE

CONNECTION DEMOLITION PLAN

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1 FIRST FLOOR DEMO PLAN - BLDG 32 / FIRST FLOOR BRIDGE TO BLDG 1

1/8" = 1'-0"

EXISTING CONDITION

DEMO DOOR. DOOR FRAMES TO

REMAIN. SEE 3/A-203.

DEMO EXISTING ELEVATOR CAB

AND RELATED EQUIPMENT, SEE

SPEC SECTION 14 24 10.

A-203

A-203

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

OPEN TO

WAREHOUSE

BELOW

A&MM PROCUREMENT

OFFICES

STORAGE

DO

W N

SPWHMEZZ

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT AD102

SECOND FLOOR AND BRIDGE

CONNECTION DEMOLITION PLAN

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1 SECOND FLOOR DEMO PLAN - BLDG 32 / SECOND FLOOR BRIDGE TO BLDG 1

1/8" = 1'-0"

EXISTING CONDITION

DEMO DOOR. DOOR FRAMES TO

REMAIN. SEE SHEET A-203

DEMO EXISTING ELEVATOR CAB

AND RELATED EQUIPMENT, SEE

SPEC SECTION 14 24 10.

A-203

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

BRIDGE CORRIDOR

3/4" CONDENSATE DRAIN

RO

OF

RO

OF

ROOF ACCESS LADDER

ROOF ACCESS LADDER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT AD103

ROOF AND BRIDGE

CONNECTION DEMOLITION PLAN

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

REMOVE CONCRETE BLOCK TO CREATE ROUGH

OPENING FOR A 8'-0" X 8'-0" ELEVATOR DOOR

DIRECTLY ACROSS FROM EXISTING 3RD FLOOR

ENTRY.

1 ROOF DEMO PLAN - BLDG 32 / THIRD FLOOR BRIDGE TO BLDG 1

1/8" = 1'-0"

CENTRAL HEAT PUMP

EXHAUST VENT

ROOF DRAIN

PIPE UP

DEMOLITION

EXISTING CONDITION

DEMO DOOR. DOOR FRAMES TO REMAIN. SEE

3/A-203.

DEMO EXISTING ELEVATOR CAB

AND RELATED EQUIPMENT, SEE

SPEC SECTION 14 24 10.

A-203

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

FAS

FAS

CANTEEN STORAGE

RECORDS CAGE

IT STORAGE

PHARMACY VAULT

CORRIDOR

LOGISTICS STORAGE

UNFINISHED AREA

ELEVATOR

EQUIPMENT

RM

FLAMMABLE

STORAGE

INVENTORY MANAGEMENT

GROUND FLOOR

WAREHOUSE

STORAGE UNITS

STAIR

ELEVATOR

EXIST. CMU WALL

NEW CMU IN-FILL, PAINT

TO MATCH EXISTING

#4 REBAR DOWEL

REGLET @ HEAD

AND JAMBS

SEALANT, TYP.

EQUIP. PER MECH.

BATT INSUL. AT

DUCT/CONC.

GAP, TYP.

SEAL AT PERIMETER

CLEAT

24 GA. SHEET

METAL

FLASHING @

DUCT

PERIMETER.

SEAL TO DUCT

AND CONCRETE

WALL, TYP.

IN-FILL CMU

WALL

EXIST. CMU

WALL

UP

FAS

CORRIDOR

STAIR

ELEVATOR

2 - #4 PER SIDE EMB WITH SIMPSON SET XP

2 - #4 VERT AND HORZ.4" HORIZ MIN

EMBED VERT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT A-100

GROUND

FLOOR PLAN

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

IN-FILL AROUND NEW EQUIPMENT PER MECHANICAL.

IN-FILL TO MATCH EXISTING MATERIALS AND FINISHES.

1 GROUND FLOOR PLAN - BLDG 32

1/8" = 1'-0"

NEW CONSTRUCTION

EXISTING CONDITION

PAINT FRAME TO MATCH ADJACENT WALL.3

4 DUCT PENETRATION DETAIL

3"= 1'-0"

5 CONCRETE IN-FILL DETAIL - JAMB (HEAD AND SILL SIM.)

3"= 1'-0"

NEW ELEVATOR DOOR PER MANUFACTURER.4

NEW ELEVATOR AND RELATED EQUIPMENT, SEE OTHER

DISCIPLINES.

A-202

A-203

A-203

3 ENLARGED ELEVATOR PLAN - BLDG 32

1/2" = 1'-0"

A-203

A-100

NEW EQUIPMENT, SEE ELECTRICAL.6

2 CONCRETE IN-FILL DETAIL - JAMB (HEAD AND SILL SIM.)

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

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

FEC

FEC

FEC

UP

SHELVING UNITS

BRIDGEBRIDGE

PIT

OPENINGOPENING

PIT

OPENING

PIT

LIFT

DOCK

LINE OF BRIDGE ABOVE

DEPUTY

WHSE

SUPV

WAREHOUSE

UNLOADING

PUBLIC

CHIEF

WHSE

OFFICE

LOUNGE

TOILET

DRUG

ROOM

WHSE

ROOM

REPRODUCTION

PROCESSING

MAILROOM

LOBBY

100A

STAIR

#1

ELEVATOR

01DN.

FEC

BRIDGE

STAIR

#1

ELEVATOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT A-101

FIRST FLOOR PLAN AND BRIDGE

CONNECTION

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1 FIRST FLOOR PLAN - BLDG 32 / FIRST FLOOR BRIDGE TO BLDG 1

1/8" = 1'-0"

EXISTING CONDITION

NEW ELEVATOR DOOR PER MANUFACTURER.

NEW ELEVATOR AND RELATED EQUIPMENT, SEE OTHER

DISCIPLINES.

A-202

A-203

A-203

2 ENLARGED ELEVATOR PLAN - BLDG 32

1/2" = 1'-0"

A-203

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

OPEN TO

WAREHOUSE

BELOW

A&MM PROCUREMENT

OFFICES

STORAGE

DO

W N

SPWHMEZZ

ELEVATOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT A-102

SECOND FLOOR PLAN AND BRIDGE

CONNECTION

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1 SECOND FLOOR PLAN - BLDG 32 / SECOND FLOOR BRIDGE TO BLDG 1

1/8" = 1'-0"

A-202

EXISTING CONDITION

A-203

NEW ELEVATOR DOOR PER MANUFACTURER.

NEW ELEVATOR AND RELATED EQUIPMENT, SEE OTHER

DISCIPLINES.

2 ENLARGED ELEVATOR PLAN - BLDG 32

1/2" = 1'-0"

A-203

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

BRIDGE CORRIDOR

GUARD RAIL

3' -6

4"

LANDING

RAMP

9'-2"3/4" CONDENSATE DRAIN

RO

OF

RO

OF

4"

ROOF ACCESS LADDER

ROOF ACCESS LADDER

ELEVATOR

4' -0

11'-2"

ELEVATOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT A-103

ROOF PLAN AND BRIDGE

CONNECTION

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

NEW 8'-0" X 8'-0" ELEVATOR DOOR OPENING AND

DOOR.

NEW PRE-FABRICATED METAL ROOF ACCESS

RAMP.

1 ROOF PLAN - BLDG 32 / THIRD FLOOR BRIDGE TO BLDG 1

1/8" = 1'-0"

1. RAMP AT A 20% GRADE, DESIGNED PER OSHA REG.

1918.25 AND 1918.21

2. AWNING AT A 1/4:12 SLOPE INTO GUTTER

CENTRAL HEAT PUMP

EXHAUST VENT

ROOF DRAIN

PIPE UP

2 ENLARGED AWNING PLAN - BLDG 32

1/8" = 1'-0"

NEW CONSTRUCTION

EXISTING CONDITION

AWNING OVERHANG

NEW PRE-FABRICATED METAL AWNING.3

NEW ELEVATOR DOOR PER MANUFACTURER.4

NEW ELEVATOR AND RELATED EQUIPMENT, SEE OTHER

DISCIPLINES.

A-202

A-203

3 ENLARGED ELEVATOR PLAN - BLDG 32

1/2" = 1'-0"

A-203

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text B-32

AutoCAD SHX Text

MAIN HOSPITAL

AutoCAD SHX Text B-1

+25' - 6"

+13' - 6"

+0' - 0"

3RD FLOOR

2RD FLOOR

1ST FLOOR

EXISTING LOADING DOCK

INTEGRAL COLORED CMU

12" 2"

+25' - 6"

+13' - 6"

+0' - 0"

+36' - 0"

+42' - 0"

BOT. ROOF CANOPY

3RD FLOOR

2RD FLOOR

1ST FLOOR

-12'-11 12"

BOT. ROOF CANOPY

EXISTING LOADING

DOCK

INTEGRAL COLORED CMU

3' -6

NEW PRE-FABRICATED

AWNING AND DOWNSPOUT

2' -1

4"

6"

EXISTING BALLASTED ROOFING SYSTEM.

REMOVE AND REPLACE ROOF BALLAST

AS NEEDED TO INSTALL RAMP SYSTEM

NEW PRE-FABRICATED RAMP

WITH 36" H HANDRAILS AND

42" H GUARDRAILS ON

BOTH SIDES

EXISTING CRICKET, NO WORK

NEW RAMP LANDING

BRACING AS REQ'D

BY MANUFACTURER

EXISTING ROOF

ACCESS LADDER

NEW 18" X 18"

ACCESS PANEL

T.O. BRIDGE ROOF

1'-8"

1' -3

8" T.O. HOISTWAY ROOF

LOCATE TOP OF OPENING BETWEEN 1" TO 3" BELOW

EXISTING ROOF DECK LEDGER ANGLE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT A-201

BUILDING

ELEVATIONS

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

1. RAMP AT A 20% GRADE, DESIGNED PER OSHA REG.

1918.25 AND 1918.21

2 SOUTH EXTERIOR ELEVATION - BLDG 32

1/8" = 1'-0"

1 WEST EXTERIOR ELEVATION - BLDG 32

1/8" = 1'-0"

A-202

A-201

3 ENLARGED SOUTH EXTERIOR ELEVATION - BLDG 32

1/2" = 1'-0"

+0'-0"

-2'-8"

+26'-0"

+18'-0"

TOP OF CMU

+42'-0"

+9'-4"

+12'-0"

3' -6

"10

6"

13'-6"

2ND FLOOR

+36'-0"

BOTTOM ROOF

CANOPY

+25'-6"

3RD FLOOR

BRACING AS REQ'D

BY MANUFACTURER

NEW PRE-FABRICATED RAMP

WITH 36" H HANDRAILS AND

42" H GUARDRAILS ON

BOTH SIDES

NEW PRE-FABRICATED

AWNING AND DOWNSPOUT

NEW STEEL FRAMING,

SEE STRUCTURAL

+26'-0"

+18'-0"

+12'-0"

+42'-0"

L 4X4X1 " CORNER GUARDS

12" 2"

NEW PRE-FABRICATED

AWNING AND DOWNSPOUT

NEW PRE-FABRICATED RAMP

WITH 36" H HANDRAILS AND

42" H GUARDRAILS ON

BOTH SIDES

BRACING AS REQ'D

BY MANUFACTURER

+42'-0"

+40'-2"

+36'-6"

+25'-60"

3RD FLOOR

+13'-6"

2ND FLOOR

+0'-0"

1ST FLOOR

-12'-0"

LOADING DOCK (E)

-19'-6"

+0'-0"

-15'-0"

NEW ELEVATOR DOOR OPENING

8' -0

EXISTING ROOF CRICKET, NO WORK

STEEL LEDGER PER STRUCTURAL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT A-202

BUILDING

ELEVATIONS

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

1. RAMP AT A 20% GRADE, DESIGNED PER OSHA REG.

1918.25 AND 1918.21

2 NORTH EXTERIOR ELEVATION - BLDG 32

1/8" = 1'-0"

1 EAST EXTERIOR ELEVATION - BLDG 32

1/8" = 1'-0"

A-202

3 ELEVATOR HOISTWAY SECTION - BLDG 32

1/8" = 1'-0"

NOTE: THIS DETAIL IS REFERENCED ON THE FOLLOWING SHEETS:

A-100 A-101 A-102 A-103 A-201 A-202

3'-8"

NEW STAINLESS STEEL

PANEL WITH TEXTURED FINISH

NEW CAR OPERATING PANEL

NEW 2"X12" OAK BUMPERS

4'-0"

NEW STAINLESS STEEL

DIAMOND PLATE FLOOR FINISH

NEW ELEVATOR BARRIER

3'-8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FOR CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT A-203

INTERIOR

ELEVATIONS

05/11/2021 RM MC

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

3 ENLARGED INTERIOR DEMOLITION ELEVATION - LOBBY, TYP

1/2" = 1'-0"

1 ENLARGED INTERIOR ELEVATION - NORTH/SOUTH ELEVATOR CAB

1/2" = 1'-0"

2 ENLARGED INTERIOR ELEVATION - WEST/EAST ELEVATOR CAB

1/2" = 1'-0"

4 ENLARGED INTERIOR ELEVATION - LOBBY, TYP

1/2" = 1'-0"

EXISTING 12" BAFFLE

TO BE REMOVED

EXISTING 7'-0" X 8'-0" DOOR

TO BE REPLACED

EXISTING ELEVATOR

CALL BUTTONS TO BE REPLACED

NEW 8'-0" X 8'-0" DOOR

NEW ELEVATOR

CALL BUTTONS

EXISTING DOOR FRAME

TO REMAIN

NOTE: THIS DETAIL IS REFERENCED ON THE FOLLOWING SHEETS:

A-100 A-101 A-102 A-103

NOTE: THIS DETAIL IS REFERENCED ON THE FOLLOWING SHEETS:

AD100

AD101

AD102

AD103

NOTE: THIS DETAIL IS REFERENCED ON THE FOLLOWING SHEETS:

A-100 A-101 A-102 A-103

NOTE: THIS DETAIL IS REFERENCED ON THE FOLLOWING SHEETS:

A-100 A-101 A-102 A-103

OPEN TO HOISTWAY

CODES AND STANDARDS

1. 2018 INTERNATIONAL BUILDING CODE W/ VETERANS AFFAIRS AMENDMENTS

2. VA SEISMIC DESIGN REQUIREMENTS, H-18-8

3. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

4. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

5. TMS 402-16 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

6. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

7. AISC 341-16 SEISMIC PROVISIONS FOR STEEL BUILDINGS

8. AWS D1.1 2015 STRUCTURAL WELDING CODE - STEEL

9. AWS D1.3 2008 STRUCTURAL WELDING CODE - SHEET STEEL

10. AWS D1.8 2016 STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT

11. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH

BOLTS

12. AISI S100-16 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS

13. AISI S240-15 NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL STRUCTURAL FRAMING

14. AISI S400-15 S1 NORTH AMERICAN STANDARD FOR SEISMIC DESIGN OF COLD-FORMED STEEL STRUCTURAL SYSTEMS WITH

SUPPLEMENT 1

GENERAL

1. CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED

TO PERFORM THE WORK.

2. CONTRACTOR-INITIATED CHANGES REQUIRE BOTH DESIGNER OF RECORD AND GOVERNMENT APPROVAL AND SHALL BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER'S REPRESENTATIVE FOR APPROVAL PRIOR TO FABRICATION OR

CONSTRUCTION.

3. DIMENSIONS AND DETAILS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION AND CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, COORDINATING WITH THE CONTRACT DRAWINGS ON THE SIZE AND LOCATION OF OPENINGS THROUGH CONCRETE, VERIFYING SIZE AND LOCATION OF MECHANICAL AND ELECTRICAL OPENINGS WITH THE RESPECTIVE SUBCONTRACTOR, AS WELL AS COORDINATING INSERTS AND ATTACHMENTS FOR THE USE OF OTHER

TRADES.

4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT PROPOSED ALTERNATE DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR

APPROVAL PRIOR TO DETAILING OR USE.

5. SHOP DRAWING REVIEW: BY SUBMITTING THE SHOP DRAWINGS, THE CONTRACTOR REPRESENTS THAT THEY HAVE DETERMINED AND VERIFIED MATERIALS, FIELD MEASUREMENTS, AND RELATED FIELD CONSTRUCTION CRITERIA (MEANS, METHODS, TECHNIQUES, SEQUENCES, OPERATIONS OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO), AND THAT THE CONTRACTOR HAS CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN THE SUBMITTAL WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. REVIEW BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR THE ACCURACY OF DIMENSIONS AND DETAILS. SUCH REVIEW SHALL NOT CONSTITUTE ACCEPTANCE BY THE ENGINEER OF THE CORRECTNESS OR ADEQUACY OF SUCH SUBMITTALS, NOR A WARRANTY THAT THE SUBMITTALS SATISFY THE REQUIREMENTS OF THE CONTRACT.

DEMOLITION AND SHORING

1. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. THE CONTRACTOR SHALL VERIFY THE EXTENT AND LOCATIONS OF SITE UTILITIES. LOCATIONS OF EXISTING FOUNDATIONS AND UTILITIES KNOWN TO THE ENGINEER ARE INDICATED ON THE DRAWINGS. REPORT ANY DISCREPANCIES OR ENCOUNTERED OBSTRUCTIONS TO

THE CONTRACTING OFFICER REPRESENTATIVE IMMEDIATELY.

2. THE CONTRACTOR SHALL DESIGN AND INSTALL SHORING TO SUPPORT EXISTING CONSTRUCTION (VERTICALLY AND LATERALLY) AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES COORDINATED WITH THE OTHER DISCIPLINES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A PLAN TO MONITOR DAILY THE SHORING SYSTEMS FOR MOVEMENT AND SUBMIT IT FOR REVIEW BY THE CONTRACTING OFFICER REPRESENTATIVE.

3. EXISTING STRUCTURAL MEMBERS SHALL REMAIN UNLESS NOTED OTHERWISE ON THE PLANS. SAWCUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO REMAIN. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO

DAMAGE OR OVERLOAD THE EXISTING STRUCTURE.

4. OPENINGS THROUGH EXISTING WALLS, SLABS, AND BEAMS SHALL BE ACCOMPLISHED BY SAWCUTTING OR CORING WHEREVER POSSIBLE AND AS SHOWN. WHEN SAWCUTTING, CORNERS SHALL INITIALLY BE CORED TO PREVENT OVERCUTTING. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY DRILLING, IF POSSIBLE.

5. THE CONTRACTOR SHALL DESIGN AND INSTALL SHORING TO SUPPORT NEW CONSTRUCTION (VERTICALLY AND LATERALLY) UNTIL STRUCTURAL COMPONENTS HAVE BEEN CONNECTED AS SHOWN ON THE STRUCTURAL DRAWINGS.

DESIGN LOADS

DEAD LOADS:

WEIGHT OF MATERIALS OF CONSTRUCTION AND PERMANENT EQUIPMENT.

LIVE LOADS

ROOF 20 PSF / 300 LB POINT LOAD

ROOF RAMP 20 PSF / 300 LB POINT LOAD

ROOF AWNING 20 PSF

RISK CATEGORY D

SNOW LOAD

GROUND SNOW LOAD 0 PSF

WIND LOADS

BASIC WIND SPEED (3-SECOND GUST), Vult 105MPH NOMINAL WIND SPEED, Vasd= Vult* sqrt(0.6)

WIND EXPOSURE C

SEISMIC LOADS

SEISMIC IMPORTANCE FACTOR, Ie 1.5

SITE LATITUDE AND LONGITUDE 36.7725795° N,-119.7779341° W

MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS

SHORT PERIOD, Ss 0.584G

SDS 0.519G

1 SECOND PERIOD, S1 0.227G

SITE CLASS D

STRUCTURAL STEEL

1. STEEL CONSTRUCTION SHALL CONFORM TO AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC

341-16 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS.

2. STEEL SHALL CONFORM TO THE FOLLOWING:

3. WORK SHALL BE IN ACCORDANCE WITH AISC 303, AS MODIFIED PER THE PROJECT SPECIFICATIONS.

4. HOLES IN STEEL CUT IN THE FIELD SHALL BE DRILLED, NOT BURNED.

5. CAMBER BEAMS AS NOTED ON THE FRAMING PLANS. WHERE NO CAMBER IS NOTED, FABRICATE BEAMS SO THAT THE CAMBER AS ROLLED (WITHIN ALLOWABLE TOLERANCES) IS POSITIVE. WIND GIRTS WITH INCIDENTAL CAMBER SHALL BE

INSTALLED WITH CAMBER POSITIVE TO THE BUILDING EXTERIOR.

6. STEEL BEAMS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS UNO.

7. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED UNO. REPAIR ANY DAMAGED GALVANIZED STEEL

DUE TO FILED WITH A GALVANIZING REPAIR PAINT ACCORDING TO ASTM A780.

8. ALL GALVANIZED STEEL SHALL CONFORM TO THE MINIMUMS ESTABLISHED BY ASTM A123 OR A153 CLASS D.

9. MINIMUM CONNECTION SHALL BE A TWO-BOLT CONNECTION USING 7/8-INCH DIAMETER A325 BOLTS (TYPE N) IN SINGLE

SHEAR.

10. HIGH-STRENGTH BOLTS SHALL BE INSTALLED, TIGHTENED, AND INSPECTED IN ACCORDANCE WITH IBC, RCSC, AND AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A352 OR A490 BOLTS. THE CRITERIA FOR SNUG-TIGHT

CONNECTIONS SHALL APPLY TO CONNECTIONS UNLESS NOTED OTHERWISE AS SLIP-CRITICAL.

11. BOLTS IN BEAM-TO-BEAM/GIRDER MAY BE SNUG TIGHT, UNLESS SPECIFICALLY CALLED OUT AS SLIP CRITICAL.

CONTRACTOR SHALL SUBMIT TIGHTENING PROCEDURES TO THE ENGINEER/ARCHITECT FOR REVIEW AND APPROVAL.

12. HEADED STUD ANCHORS (HSA) FOR COMPOSITE AND NON-COMPOSITE CONSTRUCTION

A. HEADED STUD ANCHORS SHALL BE 3 4 INCH DIAMETER, TYPE B, CONFORMING TO AWS D1.1, UNLESS NOTED

OTHERWISE.

B. HEADED STUD ANCHORS SHALL BE AUTOMATICALLY END WELDED IN SHOP OR FIELD WITH EQUIPMENT

RECOMMENDED BY STUD MANUFACTURER.

C. WELDING, AND INSPECTION SHALL BE IN ACCORDANCE WITH AWS D1.1.

11. STEEL ANCHORS, TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED AT

INTERIOR, UNEXPOSED CONDITIONS.

12. ITEMS EMBEDDED IN CONCRETE OR MASONRY AND EXPOSED TO EARTH OR WEATHER SHALL BE HOT-DIPPED GALVANIZED

(UNLESS NOTED OTHERWISE):

A. CONCRETE & MASONRY ACCESSORIES OF FERROUS MATERIAL INCLUDING: INSERTS, EMBEDS, AND BRACKETS.

B. PIPE GUARDS, BOLLARDS AND HARDWARE FOR SAME.

C. WHERE NOTED AS "GALV".

13. LOCATIONS OF EMBEDDED ITEMS SHALL BE COORDINATED WITH VENDOR'S SHOP DRAWINGS.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SELECTION OF OPTIONAL DETAILS SHOWN ON THE

DRAWINGS.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION AIDS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS. REMOVE ERECTION AIDS, INCLUDING ERECTION BOLTS. PLUG WELD HOLES AND

GRIND SMOOTH.

16. MEANS AND METHODS OF ERECTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONNECTIONS AND DETAILS

DO NOT NECESSARILY SHOW ERECTION AIDS REQUIRED.

STRUCTURAL STEEL WELDING

1. WELDING SHALL BE DONE BY CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1 AND D1.8.

2. WELD SIZES SHOWN ON THE DRAWINGS ARE MINIMUM AND EFFECTIVE SIZES. INCREASE WELD SIZE TO AWS/AISC MINIMUM SIZES AS REQUIRED FOR CONNECTION MATERIAL. THE MINIMUM WELD SIZE SHALL BE 3/16 INCHES (EFFECTIVE).

3. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. WHERE NO FIELD WELDING IS DETAILED ON THE DRAWINGS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE USE OF SHOP AND FIELD

WELDS.

4. PARTIAL JOINT PENETRATION (PJP) GROOVE WELDS SHOWN ON THE DRAWINGS REFER TO EFFECTIVE THROAT THICKNESS.

COMPLETE JOINT PENETRATION (CJP) WELDS SHALL BE ULTRASONICALLY TESTED (UT) UPON COMPLETION OF THE CONNECTION, EXCEPT PLATE LESS THAN OR EQUAL TO 5/16 INCH THICK SHALL BE MAGNETIC PARTICLE TESTED (MT).

5. WELDS SHALL BE MADE USING LOW HYDROGEN ELECTRODES WITH TENSILE STRENGTH PER AWS D1.1 AND D1.8 (MINIMUM

70 KSI).

6. WELDING SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1 AND D1.8. WELDING PROCEDURES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE STARTING FABRICATION OR ERECTION. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE TO WELDERS AND THE SPECIAL

INSPECTOR.

7. WELDS THAT ARE PART OF THE SEISMIC FORCE-RESISTING SYSTEM SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS

OF 20 FOOT-POUNDS AT 0 DEGREES FAHRENHEIT.

SHAPE ASTM SPECIFICATION YIELD STRENGTH, Fy [KSI]

WIDE FLANGE A992 50

ANGLE & CHANNEL (UNO) A36 36

PLATE AND BAR STOCK A36 36

PIPE A53 GRADE B 35

STRUCTURAL TUBE (HSS) A500 GRADE B 46

ROUND STRUCTURAL TUBE (HSS) A500 GRADE B 42

OTHER STEEL UNO A572 50

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMP

321 4 5 6 7 8 9 10

REPLACE BUILDING 32 ELEVATOR

FOR SAFETY

VA CENTRAL CALIFORNIA HEALTH CARE

SYSTEM - FRESNO, CA

570-21-800

Project Director

Revisions: Date:

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590 - 2118

RAY SPEES, PRESIDENT

L a s t

S a v e d b y

U

S D

V o n

M a y

P

M

F i l e

C

U s e r s u s d v

W

S

O

S a

D e g

C

A D

D

P r o j e c t s

S

G

D

D

P r o j e c t s

C

A D

D D w g s

S d w g

RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CA L I FORN I A

S T R U C T U R A L

DA

NTE VALDEZ

No. 5752

EXP. 6/30/21

FOR CONSTRUCTION

DELEGATED DESIGN

1. DEFERRED COMPONENT SUBMITTALS ARE INTENDED TO BE VENDOR DESIGNED AND HAVE NOT BEEN DESIGNED BY THE ARCHITECT/ENGINEER OF RECORD. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND NECESSARY CONNECTIONS NOT CALLED OUT ON ARCHITECTURAL OR STRUCTURAL

DRAWINGS.

2. DELEGATED DESIGN INCLUDING CALCULATIONS SHALL BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO THE ENGINEER OF RECORD

FOR A CURSURY REVIEW FOR LOADS IMPOSED ON THE BASIC STRUCTURE.

3. A SUBMITTAL MAY THEN BE MADE BY THE CONTRACTOR TO THE CONTRACTING OFFICER'S REPRESENTATIVE TO

SUBMIT TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL.

4. THE LIST OF ITEMS FOR DELEGATED DESIGN INCLUDES THE FOLLOWING ITEMS:

A. PREFABRICATED ROOF RAMP

B. PREFABRICATED ROOF AWNING

5. SUBMITTAL SHALL INCLUDE:

A. CALCULATIONS

B. A DIAGRAM SHOWING LOAD MAGNITUDES AND LOCATIONS, SEPARATED INTO DEAD, LIVE, WIND AND/OR

SEISMIC COMPONENTS - THAT ARE APPLIED TO THE PRIMARY STRUCTURE.

ANCHORAGE TO CONCRETE AND MASONRY

1. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING

ANCHOR TYPES BELOW.

2. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED IN THE ICC APPROVAL REPORT. SUBSTITUTION REQUESTS MUST INCLUDE ICC ESR REPORT SHOWING COMPLIANCE WITH RELEVANT BUILDING CODE AND INSTALLATION CATEGORY AND BE APPROVED IN WRITING BY THE CONTRACTING

OFFICER'S REPRESENTATIVE/ENGINEER OF RECORD PRIOR TO USE.

3. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING.

4. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND EDGE DISTANCE.

INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.

5. EXISTING CONSTRUCTION: EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE CONTRACTOR SHALL LOCATE THE

POSITION OF THE EXISTING REINFORCING BARS AND AVOID CUTTING.

DRILLED-IN SCREW ANCHORS INTO CONCRETE

1. HILTI KWIK HUS-EZ SCREW ANCHORS PER ICC ESR-3027

2. SIMPSON TITEN HD SCREW ANCHOR PER ICC ESR-2713

3. DEWALT WEDGE-BOLT+ PER ICC ESR-2526

DRILLED-IN EXPANSION ANCHORS INTO CONCRETE

1. HILTI KWIK-BOLT TZ EXPANSION ANCHOR PER ICC ESR-1917

2. SIMPSON STRONG BOLT 2 WEDGE ANCHOR PER ICC ESR-3037

3. DEWALT POWER-STUD+ SD1 MECHANICAL ANCHOR PER ICC ESR-2818

ADHESIVE ANCHORS AND REBAR DOWELING INTO CONCRETE

1. HILTI HIT-HY 200 ADHESIVE ANCHOR SYSTEM PER ICC ESR-3187

2. SIMPSON SET-XP ADHESIVE ANCHOR SYSTEM PER ICC ESR-2508

3. DEWALT PE1000+ ADHESIVE ANCHOR SYSTEM PER ICC ESR-2583

DRILLED-IN SCREW ANCHORS INTO SOLID-GROUTED MASONRY

1. HILTI KWIK HUS-EZ SCREW ANCHORS PER ICC ESR-3056

2. SIMPSON TITEN HD SCREW ANCHOR PER ICC ESR-2713

3. DEWALT SCREW-BOLT+ PER ICC ESR-4042

DRILLED-IN EXPANSION ANCHORS INTO SOLID-GROUTED MASONRY

1. HILTI KWIK-BOLT 3 EXPANSION ANCHOR PER ICC ESR-1385

2. SIMPSON STRONG BOLT 2 WEDGE ANCHOR PER UES ER-240

3. DEWALT POWER-STUD+ SD1 MECHANICAL ANCHOR PER ICC ESR-2966

ADHESIVE ANCHORS AND REBAR DOWELING INTO SOLID-GROUTED MASONRY

1. HILTI HIT-HY 270 ADHESIVE ANCHOR SYSTEM PER ICC ESR-4143

2. SIMPSON SET-XP ADHESIVE ANCHOR SYSTEM PER IAPMO UES ER-265

3. DEWALT AC100+GOLD ADHESIVE ANCHOR SYSTEM PER ICC ESR-3200

4. STEEL ANCHOR ELEMENT SHALL BE ASTM F1554 GRADE 55 THREADED ROD OR STEEL REINFORCEMENT PER

DRAWINGS

S-001 4/9/21

GENERAL NOTES

DV SB 22 of 51

STATEMENT OF STRUCTURAL SPECIAL INSPECTION

1. SPECIAL INSPECTION SHALL CONFORM TO SPECIFICATION SECTION 01 45 35 AND CHAPTER 17 OF THE IBC

2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN INSPECTION AND TESTING AGENCY

MEETING THE REQUIREMENTS OF SPECIFICATION SECTION 01 45 35.

3. STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE IS NOT REQUIRED PER IBC SECTION 1704.6.1.

OR

STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE IS REQUIRED PER IBC SECTION 1704.6.1. PERFORM STRUCTURAL

OBSERVATIONS PER IBC SECTION 1704.6.

4. STRUCTURAL OBSERVATION FOR WIND RESISTANCE IS NOT REQUIRED PER IBC SECTION 1704.6.2.

OR

STRUCTURAL OBSERVATION FOR WIND RESISTANCE IS REQUIRED PER IBC SECTION 1704.6.2. PERFORM STRUCTURAL

OBSERVATIONS PER IBC SECTION 1704.6.

5. SPECIAL INSPECTION FOR WIND RESISTANCE IS NOT REQUIRED PER IBC SECTION 1705.11.

OR

SPECIAL INSPECTION FOR WIND RESISTANCE IS REQUIRED PER IBC SECTION 1705.11. PERFORM SPECIAL INSPECTION PER

IBC CHAPTER 17

& AND

@ AT

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

APPROX APPROXIMATE

AR ANCHOR RODS

ARCH ARCHITECT

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AVG AVERAGE

BAL BALANCE

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

C CHANNEL

CFS COLD-FORMED STEEL

CG CENTER OF GRAVITY

CIP CAST IN PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CTR CENTER

db NOMINAL BAR DIAMETER

DBL DOUBLE

DEMO DEMOLISH

DET DETAIL

DIA OR Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIST DISTANCE

DL DEAD LOAD

DWG DRAWING

E EAST

EA EACH

EF EACH FACE

EL ELEVATION

ELEC ELECTRIC

EMBED EMBEDMENT

ENGR ENGINEER

EQ EQUAL

EQUIV EQUIVALENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

f'c COMPRESSIVE STRENGTH OF CONCRETE

FD FLOOR DRAIN

FIN FINISH(ED)

FIN FLR FINISHED FLOOR

FLG FLANGE

FLR FLOOR

FND FOUNDATION

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD, FACE OF STEEL

FRMG FRAMING

FS FAR SIDE

FT FOOT, FEET

FTG FOOTING

Fu STEEL TENSILE STRENGTH

FV FIELD VERIFY

Fy STEEL YEILD STRENGTH

GA GAUGE

GALV GALVANIZED

HDG HOT-DIP GALVANIZED

HORIZ HORIZONTAL

HS HIGH…