ATTACHMENT 3 - Drawings 1 of 3.pdf

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

8.17 FW 6'TALL 8IN < N O A C CESS

8.18

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8.17 FW 6'TALL 8IN < N O A C CESS

8.18

8.21

HOS

PIT

AL/

RES

EAR

CH

TOW

ER

P L A

C E R

V I L

L E

L O W E

R

R O A

D

I N T E R N A T I O N A L D R I V

E

F E M O

Y E R

S

T R E E T

TTTTTTTTTTTTTTT

HOSPITAL W

AYM

ATHER FIELD RO

AD

PETER A. M

CUEN BLVD.

INTERNATIONAL DRIVE

PROJECT LOCATION

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

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

/1

/2

:0

:3

P

M

G-001

COVER

1 4HM

DESIGN MEDICAL SPECIALTY

CLINIC

10535 HOSPITAL WAY, MATHER CA

95655

SEPTEMBER 10, 2021

100% CONSTRUCTION DOCUMENTS

612-12218-237-Q12

DESIGN MEDICAL SPECIALTY CLINIC

10535 HOSPITAL WAY, MATHER CA 95655

VA PROJECT #: 612-122

WVS

DRAWING LIST

FX101A FIRST FLOOR FIRE SUPPRESSION PLAN - DEDUCT ALTERNATE 3 5

FX102 FIRST FLOOR FIRE SUPPRESSION REFLECTED CEILING PLAN 4 5

FX102A FIRST FLOOR FIRE SUPPRESSION REFLECTED CEILING PLAN - DEDUCT ALTERNATE 5 5

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 13

PP101 FIRST FLOOR PLUMBING PLAN AND SCHEDULES 2 13

PP101A FIRST FLOOR DOMESTIC WATER PLAN - DEDUCT ALTERNATE 3 13

PP102 ROOF PLUMBING PLAN 4 13

PW100 UNDERSLAB DRAIN, WASTE, AND VENT PLAN 5 13

PW100A UNDERSLAB DRAIN, WASTE, AND VENT PLAN - DEDUCT ALTERNATE 6 13

PW101 FIRST FLOOR DRAIN, WASTE, AND VENT PLAN 7 13

PW101A FIRST FLOOR DRAIN, WASTE, AND VENT PLAN - DEDUCT ALTERNATE 8 13

P-501 PLUMBING DETAILS 9 13

P-901 DRAIN, WASTE, VENT, AND STORM RISER DIAGRAMS 10 13

P-901A DRAIN, WASTE, AND VENT RISER DIAGRAM - DEDUCT ALTERNATE 11 13

P-902 DOMESTIC WATER RISER DIAGRAM 12 13

P-902A DOMESTIC WATER RISER DIAGRAM - DEDUCT ALTERNATE 13 13

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 6

M-101 FIRST FLOOR MECHANICAL PLAN AND SCHEDULES 2 6

M-101A FIRST FLOOR MECHANICAL PLAN - DEDUCT ALTERNATE 3 6

M-102 ROOF MECHANICAL PLAN AND SECTIONS 4 6

M-501 MECHANICAL DETAILS 5 6

M-502 MECHANICAL CONTROLS 6 6

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 14

ES101 ELECTRICAL SITE PLAN 2 14

EP101 FIRST FLOOR POWER PLAN 3 14

EP101A FIRST FLOOR POWER PLAN - DEDUCT ALTERNATE #4 4 14

EP102 ROOF POWER PLAN 5 14

EM101 FIRST FLOOR MECHANICAL POWER PLAN 6 14

EM101A FIRST FLOOR MECHANICAL POWER PLAN - DEDUCT ALTERNATE #4 7 14

EL101 FIRST FLOOR LIGHTING PLAN 8 14

EL101A FIRST FLOOR LIGHTING PLAN - DEDUCT ALTERNATE #4 9 14

E-501 ELECTRICAL DETAILS 10 14

E-502 ELECTRICAL DETAILS 11 14

E-601 ELECTRICAL DIAGRAMS 12 14

E-602 PANEL SCHEDULES 13 14

E-603 ELECTRICAL SCHEDULES 14 14

TECHNOLOGY

TK001 TECHNOLOGY GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 1 7

TS101 TECHNOLOGY SITE PLAN 2 7

TK101 FIRST FLOOR TECHNOLOGY PLAN 3 7

TK101A FIRST FLOOR TECHNOLOGY PLAN - DEDUCT ALTERNATE #4 4 7

TK501 TECHNOLOGY DETAILS 5 7

TK502 TECHNOLOGY DETAILS 6 7

TK601 PARTIAL TECHNOLOGY RISER 7 7

FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 1 5

FA101 FIRST FLOOR FIRE ALARM PLAN 2 5

FA101A FIRST FLOOR FIRE ALARM - DEDUCT ALTERNATE #4 3 5

FA102 ROOF FIRE ALARM AND TECHNOLOGY PLAN 4 5

FA501 FIRE ALARM DETAILS 5 5

DRAWING LIST

GENERAL

G-001 COVER 1 4

G-100 GENERAL INFORMATION 2 4

LS100 LIFE SAFETY PLAN AND CODE ANALYSIS 3 4

LS100A LIFE SAFETY PLAN - DEDUCT ALTERNATE #4 4 4

CIVIL

EC-1 EXISTING CONDITIONS MAP 1 7

DM-1 DEMOLITION AND EROSION CONTROL PLAN 2 7

SP-1 SITE PLAN 3 7

GP-1 GRADING PLAN 4 7

CD-1 CIVIL DETAILS 5 7

OU-1 OVERALL UTILITY PLAN 6 7

DP-1 SITE PLAN DEDUCT ITEM 3* 7 7

LANDSCAPE

L-101 PLANTING PLAN 1 1

STRUCTURAL

S-001 ABBREVIATIONS, SYMBOL LEGEND, AND GENERAL STRUCTURAL NOTES 1 8

S-002 SPECIAL INSPECTIONS 2 8

S-101 FOUNDATION PLAN 3 8

S-102 ROOF FRAMING PLAN 4 8

S-501 DETAILS 5 8

S-502 DETAILS 6 8

S-503 DETAILS 7 8

S-504 DETAILS 8 8

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 14

A-101 FIRST FLOOR ARCHITCTURAL PLAN 2 14

A-101A FIRST FLOOR ARCHITECTURAL PLAN - DEDUCT ALTERNATE #4 3 14

A-102 FIRST FLOOR DIMENSION PLAN 4 14

A-102A FIRST FLOOR DIMENSION PLAN - DEDUCT ALTERNATE #4 5 14

A-103 ROOF PLAN AND DEDUCT ALTERNATE #1 6 14

A-110 FIRST FLOOR REFLECTED CEILING PLAN AND DETAILS 7 14

A-110A FIRST FLOOR REFLECTED CEILING PLAN - DEDUCT ALTERNATE #4 8 14

A-201 EXTERIOR ELEVATIONS AND DEDUCT ALTERNATE #2 9 14

A-301 BUILDING SECTIONS 10 14

A-302 WALL SECTIONS 11 14

A-303 WALL SECTIONS 12 14

A-304 PLAN DETAILS 13 14

A-601 DOOR SCHEDULE, ELEVATIONS, DETAILS AND DEDUCT ALTERNATE #2 & 4 14 14

INTERIORS

I-001 PRODUCT SCHEDULES, SYMBOLS AND ABBREVIATIONS 1 18

I-101 FIRST FLOOR FINISH PLAN 2 18

I-120 FIRST FLOOR FLOOR PATTERN PLAN 3 18

I-201 CASEWORK ELEVATIONS 4 18

I-202 CASEWORK DETAILS 5 18

I-401 INTERIOR WALL PROTECTION ELEVATIONS 6 18

I-402 INTERIOR WALL PROTECTION ELEVATIONS AND DETAILS 7 18

I-403 INTERIOR EQUIPMENT ELEVATIONS 8 18

I-411 FIRST FLOOR OVERALL EQUIPMENT PLAN 9 18

I-421 FIRST FLOOR ENLARGED EQUIPMENT PLAN A 10 18

I-422 FIRST FLOOR ENLARGED EQUIPMENT PLAN B 11 18

I-423 ENLARGED EQUIPMENT PLANS 12 18

I-424 ENLARGED EQUIPMENT PLANS 13 18

I-431 ENLARGED TOILET PLANS 14 18

I-432 ENLARGED TOILET PLANS 15 18

I-601 EQUIPMENT JSN LEGEND AND EQUIPMENT SCHEDULE 16 18

I-602 EQUIPMENT SCHEDULE 17 18

I-603 EQUIPMENT SCHEDULE 18 18

FIRE SUPPRESSION

FX001 FIRE SUPPRESSION GENERAL INFORMATION 1 5

FX101 FIRST FLOOR FIRE SUPPRESSION PLAN 2 5

N N

1 35% SCHEMATIC DESIGN DOCUMENTS 04/10/2020

2 65% DESIGN DEVELOPMENT 06/04/2020

3 65% DESIGN DEVELOPMENT - RE-SUBMISSION 06/26/2020

4 65% DESIGN DEVELOPMENT - RE-SUBMISSION 01/26/2021

5 95% CONSTRUCTION DOCUMENTS 04/06/2021

6 95% CONSTRUCTION DOCUMENTS -

RE-SUBMISSION

04/20/2021

7 95% CONSTRUCTION DOCUMENTS 07/15/2021

8 100% CONSTRUCTION DOCUMENTS 09/10/2021

DocuSign Envelope ID: A3C5497D-1410-44D4-BB2A-B22C647351DC

9/10/2021

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 #

TRUE NORTH ARROW

PROJECT 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

NORTHNORTH

0 4 8 16

THE FOLLOWING SYSTEMS ARE A DESIGN/BUILD RESPONSIBILITY OF THE

CONTRACTOR OR PRODUCT MANUFACTURER AND WILL REQUIRE THE DEFERRED

SUBMITTAL OF DESIGN WORK TO THE AUTHORITY HAVING JURISDICTION FOR PLAN

REVIEW AND PERMITTING:

1.

1. ITEM 01:

A. DELETE ALL WORK AND MATERIAL FOR SUPPORT STEEL FOR ROOF SCREENS. (FROM

TOP FLANGE OF ROOF STEEL UP). DELETE ALL WORK AND MATERIAL FOR

INSTALLATION OF ROOF SCREEN. DELETE ALL ROOFING WORK ASSOCIATED WITH

FLASHING IN VERTICAL SCREEN SUPPORTS. SEE STRUCTURAL AND ARCHITECTURAL

DRAWINGS.

B. REMOVE ALL WORK AND MATERIAL TO INSTALL BASIS OF DESIGN: HERMAN MILLER

COMBO CASEWORK/SINKS AT ALL LOCATIONS AND REPLACE WITH HAND SINK AND

SOLID SURFACE SPLASH PROTECTON. SEE PLUMBING AND INTERIOR DRAWINGS.

C. DELETE ALL WORK AND MATERIAL TO INSTALL GENERATOR, INCLUDING WIRING, AND

CONCRETE GENERATOR PAD. SEE CIVIL AND ELECTRICAL DRAWINGS.

2. ITEM 02:

A. INSTALL MANUAL SWING DOORS IN LIEU OF AUTOMATIC SLIDING DOORS AT VESTIBULE

100 (2 PAIRS) SEE ARCHITECTUAL DRAWINGS.

3. ITEM 03:

A. DELETE ALL WORK AND MATERIAL FOR ALL ASPHALT PAVING, ADA STALLS, PROVIDE

GRAVEL EMERGENCY ACCESS ONLY. SEE CIVIL DRAWINGS.

4. ITEM 04:

A. DELETE WORK AND MATERIAL IN DESIGNATED AREA AND REPLACE WITH UNOCCUPIED

SPACE. SEE SHEET A-101A FOR LIMITED GENERAL TRADES WORK. SPRINKLER SYSTEM

TO STILL BE INSTALLED. SEE SHEET FX101A. INSTALL RECEPTACLES, MECHANICAL

POWER, AND TEMPORARY LIGHTING AS PER SHEETS EL101A, EM101A, AND EP101A.

SEE SHEET M-101A FOR LIMITED MECHANICAL WORK. SEE SHEET PP101A FOR

PLUMBING WORK.

1-1/2"

DIAMETER

GRAB BAR,

NIC

TOILET

TISSUE

DISPENSER,

NIC

SANITARY

NAPKIN

DISPOSAL

TOILET

FIXTURE

TOILET

FIXTURE

TOILET

TISSUE

DISPENSER,

NIC

1-1/2"

DIAMETER

GRAB

BAR, NIC

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

ACCESSIBLE TOILET 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

1'-6"

5'-6" CLEAR

3'-0" 6"

3'-0"

" 3

1'-0" 3'-6"

2'-4"

5'-6" CLEAR

MIN

8"

MAX

6"

M

IN9

M

IN

M

IN

M A

X

17" MIN

TYPICAL TOILET NON-ACCESSIBLE

TOILET TISSUE

DISPENSER,

NIC2'-9"

/2

TOILET

FIXTURE

1'-6"

O F

R

IM

T

O P

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

5'-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

MOP BASIN

MOP SHELF

TYPICAL JANITORS CLOSET

DRINKING FOUNTAIN

WHEELCHAIR ACCESSIBLE

WITH BOTTLE FILLER

(CANTILEVERED STYLE)

17" - 19"

8" MIN

9" MIN

6" MAX

M

IN

T O

P O

F S

P O

U T

' M

A X

DIAPER CHANGING

STATION

M

IN

M A

X

MISC. WALL DEVICES

T O

B O

T T

O M

O F

R

F

L E

C T

IV

S

U R

F A

C E

O F

M

IR

R

O R

BOTTLE

FILLER

ACCESSIBLE

ROBE/COAT HOOK

ROBE/COAT

HOOK

TOILET ACCESSORIES

6"

CLOCK

CLOCK

DISPENSER, PAPER

TOWEL, SENSOR,

HANDS FREE

DRINKING

FOUNTAIN WITH

BOTTLE FILLER

M A

X

/2

BOTTLE FILLER

WALL TILE- AS INDICATED

ON ELEVATION

STAINLESS STEEL

SANITARY FLOOR MOLDING -

SCHLUTER - DILEX

FLOOR TILE AS INDICATED

ON PLAN

1/8" GROUT JOINT

1/8" GROUT

/2

SCHLUTER - VINPRO-S

TRANSITION

CARPET TILE

RESILIENT FLOORING

ADHESIVE PER MANUFACTURER'S

SPECIFICATIONS

RESILIENT FLOORING TO CARPET

SHEET VINYL TO LUXURY VINYL TILE

STAINLESS STEEL TOP CAP

PREFABRICATED COVE FORM

RESILIENT SHEET FLOORING

AS INDICATED ON PLAN

U N

O

ALL SEAMS, COVES, AND CORNERS

SHALL BE SMOOTH TO ALLOW

EASE OF CLEANING

RESILIENT COVE BASE

MATERIAL AND FINISH AS

INDICATED ON PLAN

SCHLUTER -

VINPRO-S

TRANSITION

LUXURY VINYL TILE

SHEET VINYL

ADHESIVE

ADHESIVE PER

MANUFACTURER'S

SPECIFICATIONS

CARPET

FLOOR TILE

SCHLUTER E-PROFILE

FLOOR TO BE FEATHERED

AND SLOPED TO MEET

TILE AT SAME HEIGHT

GROUT

SETTING BED

SUBSTRATE

CEILING SYSTEM - REF

TO RCP FOR TYPE AND

HEIGHT

F.R.T. WOOD

BLOCKING

MTL. STUD BRACING

TO STRUCTURE ABOVE

AT SPLICES AND

WHERE

RECOMMENDED BY

MANUFACTURER

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

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

:2

:4

P M

G-100

GENERAL INFORMATION

2 4HM

DESIGN MEDICAL SPECIALTY

CLINIC

10535 HOSPITAL WAY, MATHER CA

95655

SEPTEMBER 10, 2021

100% CONSTRUCTION DOCUMENTS

612-12218-237-Q12

WVS

GENERAL SYMBOL LEGEND

DEFERRED SUBMITTALS DEDUCT ALTERNATES

STANDARD MOUNTING HEIGHTS

Scale: 3" = 1'-0"

WALL TILE TO FLOOR TILE TRANSITION

Scale: 1" = 1'-0"

FLOOR TRANSITION LVT TO CPT

Scale: 3" = 1'-0"

FLOOR RESILIENT FLOOR COVE BASE DETAIL

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

FLOOR TRANSITION DETAIL LVT TO SV

Scale: 1" = 1'-0"

TILE TO RESILIENT FLOOR

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

CUBICLE CURTAIN

1 35% SCHEMATIC DESIGN DOCUMENTS 04/10/2020

2 65% DESIGN DEVELOPMENT 06/04/2020

3 65% DESIGN DEVELOPMENT - RE-SUBMISSION 06/26/2020

4 65% DESIGN DEVELOPMENT - RE-SUBMISSION 01/26/2021

5 95% CONSTRUCTION DOCUMENTS 04/06/2021

6 95% CONSTRUCTION DOCUMENTS -

RE-SUBMISSION

04/20/2021

7 95% CONSTRUCTION DOCUMENTS 07/15/2021

8 100% CONSTRUCTION DOCUMENTS 09/10/2021

A

1 2 3 4 5 6

B

C

D

CAPACITYCLR

EXIT

80" 360

CAPACITYCLR

EXIT

36" 180

TRAVEL DISTANCE: 138' - 5"

T R

A V

E L D

IS

T

A N

C E

TRAVEL DISTANCE: 95' - 3" TRAVEL DISTANCE: 135' - 11"

TRAVEL DISTANCE: 83' - 1" TRAVEL DISTANCE: 144' - 9"

A.1

FEC

FEC

FEC

PATIENT, NON-OCCUPIED SPACES

GROSS

4,106 SF

8,256 SF

= 12,362 SF

PATIENT OCCUPIED SPACES

DIAG

ONAL DISTANCE = 156'-0"

M

INIM

UM

SEPARATIO

N OF EXITS

REQUIRED = 1/3 DIAGO

NAL = 52'-0"

KB

147 SF

ECHO

READING

147 SF

ECHO

146 SF

ECHO

291 SF

STRESS

125 SF

CARDIOLOGY

EXAM 4

125 SF

CARDIOLOGY

EXAM 3

126 SF

CARDIOLOGY

EXAM 2

126 SF

CARDIOLOGY

EXAM 1

69 SF

PAT UNI TLT

97 SF

NS MGR

OFFICE

121 SF

PULMONARY

EXAM 1

125 SF

CARDIOLOGY

EXAM 7

125 SF

CARDIOLOGY

EXAM 8

121 SF

PULMONARY

EXAM 2

120 SF

PULMONARY

EXAM 3

124 SF

NEPHR.

EX. 1

124 SF

NEPHROLOGY

EXAM 2

120 SF

PULMONARY

EXAM 4

63 SF

STF TLT

120 SF

NEPHRO.

EXAM 4

120 SF

SHARED

OFFICE

120 SF

SHARED

OFFICE

120 SF

SHARED

OFFICE

236 SF

CONFERENCE

109 SF

CHIEF

OFFICE

55 SF

ALCOVE

109 SF

EKG

TECH

WORK

AREA

175 SF

PULMINARY

TESTING LAB

120 SF

NEPHRO.

EXAM 3

120 SF

SHARED

OFFICE

122 SF

LAB

100 SF

I.T.

ROOM

59 SF

NURSE

ROOM

57 SF

NURSE

ROOM

108 SF

CHIEF

OFFICE

67 SF

TOILET RM

169 SF

ELEC

1429 SF

STAFF

WORK

AREA

298 SF

CORRIDOR

C114

163 SF

CORRIDOR

C151

131 SF

MECHANICAL

688 SF

LOBBY

100A

641 SF

WAITING

100D

95 SF

HEIGHT AND

WEIGHT

178 SF

RECEPTION

100B

120 SF

CARDIOLOGY

EXAM 5

98 SF

SOILED

64 SF

PAT UNI

TLT

163 SF

CLEAN /

MEDS

171 SF

HOLTER

EKG

65 SF

STF TLT

108 SF

VESTIBULE

117 SF

HAC

208 SF

PULMINARY

TESTING LAB

563 SF

CORRIDOR

C134

59 SF

NURSE

ROOM

56 SF

NURSE

ROOM

104 SF

CHIEF

OFFICE

398 SF

CORRIDOR

C130

303 SF

CORRIDOR

C118

92 SF

CORRIDOR

C154

91 SF

KITCHEN

64 SF

138A

STOR.

101 SF

CARDIOLOGY

EXAM 6

EGRESS PATH

EGRESS IDENTIFICATION

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

INTER. TUB SIZE

1'-0"

OVERALL OUTSIDE TRIM

1'-3 1/2"

O V

E R

A L L

O U

T S

ID

E

T R

IM

/2

IN

T

E R

IO

R

D

IM

E N

S

IO

N

WALL

OPENING,

13"W x 31"H x 6-1/4"D

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET, SIZED FOR

20 LB FIRE

EXTINGUISHER

SEALANT

SEE PLANS

FOR WALL

TYPES

PLAN

CIRCULATION

OCCUPIED SPACES

Engineers Architects

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

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

/8

/2

:0

:0

P M

LS100

LIFE SAFETY PLAN AND CODE

ANALYSIS

3 4HM

DESIGN MEDICAL SPECIALTY

CLINIC

10535 HOSPITAL WAY, MATHER CA

95655

SEPTEMBER 10, 2021

100% CONSTRUCTION DOCUMENTS

612-12218-237-Q12

WVS

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

LIFE SAFETY PLAN AND CODE ANALYSIS

NORTH

0 4 8 16

PROPOSED USE:

OWNED BY: PRIVATE

LOCAL GOVERNMENT

CITY/COUNTY

STATE

CODE ENFORCEMENT JURISDICTION: CITY

COUNTY

VA

APPLICABLE CODES:

GENERAL CODE INFORMATION:

NEW CONSTRUCTION

RENOVATION (EXISTING BUILDING)

CONSTRUCTION TYPE:

MIXED CONSTRUCTION

SPRINKLERED

MEZZANINE

MIXED OCCUPANCY

PRIMARY OCCUPANCY:

SECONDARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

Relevant Code Goes Here

Relevant Code Goes Here

Relevant Code Goes Here

Relevant Code Goes Here

2021 NFPA 101 Life Safety Code

2018 Plumbing Code

2018 Energy Code 2018 Mechanical Code 2018 Fire Code 2018 Electrical Code

2010 American with Disabilities Act (ADA) Standards 2012 Life Safety Code

Applicable California Building Code, current edition

2017, 4. PG 18-13: VA Barrier Free Design Standard

DESIGN MEDICAL SPECIALTY CLINIC

10535 HOSPITAL WAY, MATHER CA 95655

VA - MATHER

CODE INFORMATION

LIFE SAFETY LEGEND

N

KEY PLAN

SCALE: NO SCALE

FIRE EXTINGUISHER CABINET

1. FURNITURE SHOWN FOR REFERENCE ONLY, FOR

TRAVEL PATHS

OCCUPANCY LEGEND

1 TOILET LOCATIONS.

BUILDING CODE SUMMARY

PROJECT: SACRAMENTO VA HEALTH CENTER – SPECIALTY OUTPATIENT CLINIC

ADDRESS: 10535 HOSPITAL WAY

MATHER, CA 95655-4200

CODE ENFORCEMENT JURISDICTION – BUILDING: VETERANS AFFAIRS

CODE ENFORCEMENT JURISDICTION – SITE: CITY OF RANCHO CORDOVA

REFERENCE CODE: CALIFORNIA BUILDING CODE 2019

DESCRIPTION: SINGLE STORY, STAND ALONE OUTPATIENT CLINIC COMPRISING OF CARDIOLOGY, NEPHROLOGY, AND PULMONARY DEPARTMENTS. BUILDING CONTAINS EXAM AND TREATMENT

ROOMS, SUPPORT STAFF SPACE, AND WAITING AREA TOTALING 12,362 GSF.

BUILDING DATA

USE GROUP: B

CONSTRUCTION TYPE: IIB

SPRINKLERED: FULLY SPRINKLERED

HEIGHT: 16’

NO. OF STORIES: 1

GROSS BUILDING AREA: 12,362 GSF

ALLOWABLE

(T504.3)

HEIGHT: 75’

(T504.4)

NO. OF STORIES: 4

(T506.2)

92,000 GSF

NO AREA MODIFICATION CALCULATIONS REQUIRED.

FIRE RESISTANCE RATING REQUIREMENTS

(T601)

PRIMARY STRUCTURAL FRAME 0 HR

NONBEARING WALLS – EXTERIOR (T602) 0 HR - X GREATER THAN 30’

NONBEARING WALLS – INTERIOR 0 HR

FLOOR CONSTRUCTION 0 HR

ROOF CONSTRUCTION AND ASSOCIATED

SECONDARY MEMBERS 0 HR

LIFE SAFETY SYSTEMS

EMERGENCY LIGHTING YES

EXIT SIGNS YES

FIRE ALARM YES

SMOKE DETECTION YES

OCCUPANT LOAD: SEE LIFE SAFETY PLAN, TOTAL GSF = 12,362 MINUS UNOCCUPIED SPACE AND CIRCULATION SPACE OF 4,106 = 8,256 SF OCCUPIED SPACE. 8,256/100(T1004.5) = 83 OCCUPANTS.

ROUND UP TO 84 TOTAL OCCUPANTS.

42 MEN

42 WOMEN

EXIT REQUIREMENTS

(1005.3.2)

MINIMUM EGRESS WIDTH = 84 X .2 = 16.8” ACTUAL PROVIDED: SEE LS PLAN

EGRESS

(T1006.3.2)

MINIMUM NUMBER OF EXITS: 2 ACTUAL PROVIDED: 2 - SEE LS PLAN

(1007.1)

SEE LS PLAN FOR EXIT SEPARATION DISTANCE.

MAXIMUM DIAGONAL = 156’

REQUIRED EXIT SEPARATION DISTANCE = 156’/3 = 52’

ACTUAL EXIST SEPARATION DISTANCE = 138’

STRUCTURAL CODE AND DESIGN CRITERIA

CALIFORNIA BUILDING CODE 2019

DESIGN LIVE LOADS:

ROOF LL 20 PSF

WIND DESIGN DATA:

BASIC WIND SPEED 110 MPH (ULTIMATE)

EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT +/- 0.18

SEISMIC DESIGN DATA

BUILDING RISK IV

CATEGORY

IMPORTANCE 1.5

FACTOR

SS 0.460G

S1 0.225G

SITE CLASS D

SDS 0.493

SD1 0.293

SEISMIC DESIGN D

CATEGORY

PLUMBING FIXTURE REQUIREMENTS

8,256 SF OCCUPIED SPACE. 8,256/100 = 83 OCCUPANTS. ROUND UP TO 84 TOTAL OCCUPANTS.

42 MEN

42 WOMEN

BUSINESS OCCUPANCY – T2902.1

M – REQ’D M - PROVIDED

WATER CLOSETS 2 2

LAVATORY 2 2

W– REQ’D W - PROVIDED

WATER CLOSETS 2 2

LAVATORY 2 2

REQUIRED PROVIDED

DRINKING FOUNTAIN 1 1

REQUIRED PROVIDED

SERVICE SINK 1 1

LEGEND

1 35% SCHEMATIC DESIGN DOCUMENTS 04/10/2020

2 65% DESIGN DEVELOPMENT 06/04/2020

3 65% DESIGN DEVELOPMENT - RE-SUBMISSION 06/26/2020

4 65% DESIGN DEVELOPMENT - RE-SUBMISSION 01/26/2021

5 95% CONSTRUCTION DOCUMENTS 04/06/2021

6 95% CONSTRUCTION DOCUMENTS -

RE-SUBMISSION

04/20/2021

7 95% CONSTRUCTION DOCUMENTS 07/15/2021

8 100% CONSTRUCTION DOCUMENTS 09/10/2021

B

C

D

A.1

1429 SF

STAFF

WORK

AREA

57 SF

NURSE

ROOM

59 SF

NURSE

ROOM

236 SF

CONFERENCE

100 SF

I.T.

ROOM

169 SF

ELEC

298 SF

CORRIDOR

C114

125 SF

CARDIOLOGY

EXAM 7

101 SF

CARDIOLOGY

EXAM 6

124 SF

CARDIOLOGY

EXAM 10

68 SF

TOILET

RM

125 SF

CARDIO.

EXAM 4

125 SF

CARDIOLOGY

EXAM 3

126 SF

CARDIOLOGY

EXAM 2

126 SF

CARDIOLOGY

EXAM 1

97 SF

NS MGR

OFFICE

71 SF

STAFF

UNI TLT

147 SF

ECHO

READING

147 SF

ECHO

146 SF

ECHO

291 SF

STRESS

298 SF

CORRIDOR

C114

108 SF

CHIEF

OFFICE

109 SF

CHIEF

OFFICE

58 SF

ALCOVE

109 SF

EKG TECH

WORK AREA

163 SF

CORRIDOR

C151

131 SF

MECHANICAL

CAPACITYCLR

EXIT

80" 360

CAPACITYCLR

EXIT

36" 180

120 SF

CARDIO.

EXAM 5

95 SF

HEIGHT

AND

WEIGHT

688 SF

LOBBY

100A

171 SF

HOLTER

EKG

108 SF

VESTIBULE

TRAVEL DISTANCE: 138' - 5"

T R

A V

E L D

IS

T

A N

C E

TRAVEL DISTANCE: 95' - 3" TRAVEL DISTANCE: 135' - 11"

91 SF

KITCHEN

104 SF

OFFICE

FEC

FEC

PATIENT, NON-OCCUPIED SPACES

GROSS

4,106 SF

8,256 SF

= 12,362 SF

PATIENT OCCUPIED SPACES

DIAG

ONAL DISTANCE = 156'-0"

M

INIM

UM

SEPARATIO

N OF EXITS

REQUIRED = 1/3 DIAGO

NAL = 52'-0"

KB

117 SF

HAC

98 SF

SOILED

122 SF

CLEAN /

MEDS

56 SF

NURSE

ROOM

59 SF

NURSE

ROOM

CARDIOLOGY

EXAM 9

CARDIOLOGY

EXAM 8

WAITING

100D

178 SF

RECEPTION

100B

UNOCCUPIED SPACE

EGRESS PATH

EGRESS IDENTIFICATION

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

INTER. TUB SIZE

1'-0"

OVERALL OUTSIDE TRIM

1'-3 1/2"

O V

E R

A L L

O U

T S

ID

E

T R

IM

/2

IN

T

E R

IO

R

D

IM

E N

S

IO

N

WALL

OPENING,

13"W x 31"H x 6-1/4"D

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET, SIZED FOR

20 LB FIRE

EXTINGUISHER

SEALANT

SEE PLANS

FOR WALL

TYPES

PLAN

Engineers Architects

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

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

/8

/2

:0

:0

P M

LS100A

LIFE SAFETY PLAN - DEDUCT

ALTERNATE #4

4 4HM

DESIGN MEDICAL SPECIALTY

CLINIC

10535 HOSPITAL WAY, MATHER CA

95655

SEPTEMBER 10, 2021

100% CONSTRUCTION DOCUMENTS

612-12218-237-Q12

WVS

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

DEDUCT ALTERNATIVE

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

LIFE SAFETY PLAN - DEDUCT ALTERNATE

OCCUPANCY LEGEND

1 TOILET LOCATIONS.

A. FURNITURE SHOWN FOR REFERENCE ONLY, FOR

TRAVEL PATHS

B. FOR LIFE SAFETY CODE ANALYSIS REFER TO SHEET

LS100.

LIFE SAFETY LEGEND

BUILDING CODE SUMMARY

PROJECT: SACRAMENTO VA HEALTH CENTER – SPECIALTY OUTPATIENT CLINIC

ADDRESS: 10535 HOSPITAL WAY

MATHER, CA 95655-4200

CODE ENFORCEMENT JURISDICTION – BUILDING: VETERANS AFFAIRS

CODE ENFORCEMENT JURISDICTION – SITE: CITY OF RANCHO CORDOVA

REFERENCE CODE: CALIFORNIA BUILDING CODE 2019

DESCRIPTION: SINGLE STORY, STAND ALONE OUTPATIENT CLINIC COMPRISING OF CARDIOLOGY, NEPHROLOGY, AND PULMONARY DEPARTMENTS. BUILDING CONTAINS EXAM AND TREATMENT

ROOMS, SUPPORT STAFF SPACE, AND WAITING AREA TOTALING 12,362 GSF.

BUILDING DATA

USE GROUP: B

CONSTRUCTION TYPE: IIB

SPRINKLERED: FULLY SPRINKLERED

HEIGHT: 16’

NO. OF STORIES: 1

GROSS BUILDING AREA: 12,362 GSF

ALLOWABLE

(T504.3)

HEIGHT: 75’

(T504.4)

NO. OF STORIES: 4

(T506.2)

92,000 GSF

NO AREA MODIFICATION CALCULATIONS REQUIRED.

FIRE RESISTANCE RATING REQUIREMENTS

(T601)

PRIMARY STRUCTURAL FRAME 0 HR

NONBEARING WALLS – EXTERIOR (T602) 0 HR - X GREATER THAN 30’

NONBEARING WALLS – INTERIOR 0 HR

FLOOR CONSTRUCTION 0 HR

ROOF CONSTRUCTION AND ASSOCIATED

SECONDARY MEMBERS 0 HR

LIFE SAFETY SYSTEMS

EMERGENCY LIGHTING YES

EXIT SIGNS YES

FIRE ALARM YES

SMOKE DETECTION YES

OCCUPANT LOAD: SEE LIFE SAFETY PLAN, TOTAL GSF = 12,362 MINUS UNOCCUPIED SPACE AND CIRCULATION SPACE OF 4,106 = 8,256 SF OCCUPIED SPACE. 8,256/100(T1004.5) = 83 OCCUPANTS.

ROUND UP TO 84 TOTAL OCCUPANTS.

42 MEN

42 WOMEN

EXIT REQUIREMENTS

(1005.3.2)

MINIMUM EGRESS WIDTH = 84 X .2 = 16.8” ACTUAL PROVIDED: SEE LS PLAN

EGRESS

(T1006.3.2)

MINIMUM NUMBER OF EXITS: 2 ACTUAL PROVIDED: 2 - SEE LS PLAN

(1007.1)

SEE LS PLAN FOR EXIT SEPARATION DISTANCE.

MAXIMUM DIAGONAL = 156’

REQUIRED EXIT SEPARATION DISTANCE = 156’/3 = 52’

ACTUAL EXIST SEPARATION DISTANCE = 138’

STRUCTURAL CODE AND DESIGN CRITERIA

CALIFORNIA BUILDING CODE 2019

DESIGN LIVE LOADS:

ROOF LL 20 PSF

WIND DESIGN DATA:

BASIC WIND SPEED 110 MPH (ULTIMATE)

EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT +/- 0.18

SEISMIC DESIGN DATA

BUILDING RISK IV

CATEGORY

IMPORTANCE 1.5

FACTOR

SS 0.460G

S1 0.225G

SITE CLASS D

SDS 0.493

SD1 0.293

SEISMIC DESIGN D

CATEGORY

PLUMBING FIXTURE REQUIREMENTS

8,256 SF OCCUPIED SPACE. 8,256/100 = 83 OCCUPANTS. ROUND UP TO 84 TOTAL OCCUPANTS.

42 MEN

42 WOMEN

BUSINESS OCCUPANCY – T2902.1

M – REQ’D M - PROVIDED

WATER CLOSETS 2 2

LAVATORY 2 2

W– REQ’D W - PROVIDED

WATER CLOSETS 2 2

LAVATORY 2 2

REQUIRED PROVIDED

DRINKING FOUNTAIN 1 1

REQUIRED PROVIDED

SERVICE SINK 1 1

PROPOSED USE:

OWNED BY: PRIVATE

LOCAL GOVERNMENT

CITY/COUNTY

STATE

CODE ENFORCEMENT JURISDICTION: CITY

COUNTY

VA

APPLICABLE CODES:

GENERAL CODE INFORMATION:

NEW CONSTRUCTION

RENOVATION (EXISTING BUILDING)

CONSTRUCTION TYPE:

MIXED CONSTRUCTION

SPRINKLERED

MEZZANINE

MIXED OCCUPANCY

PRIMARY OCCUPANCY:

SECONDARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

Relevant Code Goes Here

Relevant Code Goes Here

Relevant Code Goes Here

Relevant Code Goes Here

2021 NFPA 101 Life Safety Code

2018 Plumbing Code

2018 Energy Code 2018 Mechanical Code 2018 Fire Code 2018 Electrical Code

2010 American with Disabilities Act (ADA) Standards 2012 Life Safety Code

Applicable California Building Code, current edition

2017, 4. PG 18-13: VA Barrier Free Design Standard

DESIGN MEDICAL SPECIALTY CLINIC

10535 HOSPITAL WAY, MATHER CA 95655

VA - MATHER

CODE INFORMATION

FIRE EXTINGUISHER CABINET

NORTH

0 4 8 16

1 35% SCHEMATIC DESIGN DOCUMENTS 04/10/2020

2 65% DESIGN DEVELOPMENT 06/04/2020

3 65% DESIGN DEVELOPMENT - RE-SUBMISSION 06/26/2020

4 65% DESIGN DEVELOPMENT - RE-SUBMISSION 01/26/2021

5 95% CONSTRUCTION DOCUMENTS 04/06/2021

6 95% CONSTRUCTION DOCUMENTS -

RE-SUBMISSION

04/20/2021

7 95% CONSTRUCTION DOCUMENTS 07/15/2021

8 100% CONSTRUCTION DOCUMENTS 09/10/2021

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FE

M

O Y

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S

TR

E E

T

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER: ACG Project Number

4/

/2

9:

:5

AM

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

RC OT

DESIGN MEDICAL

SPECIALTY CLINIC

10535 HOSPITAL WAY

MATHER, CA 95655

18-237-Q12

SEPTEMBER 10, 2021

612-122

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511

Apogee Consulting Group, P.A.

Headquarters:

www.acg-pa.com 919-858-7420 @ COPYRIGHT Apogee Consulting Group, P.A.

04/10/2020 06/04/2020 06/26/2020 01/26/2021 04/06/2021

04/20/2021

07/15/2021

35% SECHMATIC DESIGN DOCUMENTS

65% DESIGN DEVELOPMENT

65% DESIGN DEVELOPMENT - RE-SUBMISSION

65% DESIGN DEVELOPMENT - RE-SUBMISSION

95% CONSTRUCTION DOCUMENTS

95% CONSTRUCTION DOCUMENTS -

RE-SUBMISSION

95% CONSTRUCTION DOCUMENTS

NORTH

EC-1

#833

SITE LEGEND

EXISTING CONDITONS MAP

SITE NOTES

S:\1.Projects\C19.0155 Mather North Building\03.CAD\C19.0155_Civil.dwg, 1/24/2022 2:38:40 PM, SilianaChacón

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W W

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WW

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W W W W W W W W W W W W W W

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WW

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W W

W W

W

INTERNATIONAL DRIVE

FE

M

O Y

E R

S

TR

E E

T

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER: ACG Project Number

4/

/2

9:

:5

AM

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

RC OT

DESIGN MEDICAL

SPECIALTY CLINIC

10535 HOSPITAL WAY

MATHER, CA 95655

18-237-Q12

SEPTEMBER 10, 2021

612-122

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511

Apogee Consulting Group, P.A.

Headquarters:

www.acg-pa.com 919-858-7420 @ COPYRIGHT Apogee Consulting Group, P.A.

04/10/2020 06/04/2020 06/26/2020 01/26/2021 04/06/2021

04/20/2021

07/15/2021

35% SECHMATIC DESIGN DOCUMENTS

65% DESIGN DEVELOPMENT

65% DESIGN DEVELOPMENT - RE-SUBMISSION

65% DESIGN DEVELOPMENT - RE-SUBMISSION

95% CONSTRUCTION DOCUMENTS

95% CONSTRUCTION DOCUMENTS -

RE-SUBMISSION

95% CONSTRUCTION DOCUMENTS

NORTH

DM-1

#833

EROSION CONTROL LEGEND

SITE LEGEND

ABBREVIATIONS

DEMOLITION AND EROSION

CONTROL PLAN

DEMOLITION NOTES

S:\1.Projects\C19.0155 Mather North Building\03.CAD\C19.0155_Civil.dwg, 1/24/2022 2:38:45 PM, SilianaChacón

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C

CD-1

B

CD-1

A

CD-1

D

CD-1

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER: ACG Project Number

4/

/2

9:

:5

AM

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

RC OT

DESIGN MEDICAL

SPECIALTY CLINIC

10535 HOSPITAL WAY

MATHER, CA 95655

18-237-Q12

SEPTEMBER 10, 2021

612-122

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511

Apogee Consulting Group, P.A.

Headquarters:

www.acg-pa.com 919-858-7420 @ COPYRIGHT Apogee Consulting Group, P.A.

04/10/2020 06/04/2020 06/26/2020 01/26/2021 04/06/2021

04/20/2021

07/15/2021

35% SECHMATIC DESIGN DOCUMENTS

65% DESIGN DEVELOPMENT

65% DESIGN DEVELOPMENT - RE-SUBMISSION

65% DESIGN DEVELOPMENT - RE-SUBMISSION

95% CONSTRUCTION DOCUMENTS

95% CONSTRUCTION DOCUMENTS -

RE-SUBMISSION

95% CONSTRUCTION DOCUMENTS

NORTH

SP-1

#833

SITE LEGEND

ABBREVIATIONS

SITE PLAN

S:\1.Projects\C19.0155 Mather North Building\03.CAD\C19.0155_Civil.dwg, 1/24/2022 2:38:50 PM, SilianaChacón

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NEW BUILDING

FF=99.17

C

CD-1

B

CD-1

A

CD-1

INTERNATIONAL DRIVE

D

CD-1

D

CD-1

D

CD-1

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER: ACG Project Number

4/

/2

9:

:5

AM

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

RC OT

DESIGN MEDICAL

SPECIALTY CLINIC

10535 HOSPITAL WAY

MATHER, CA 95655

18-237-Q12

SEPTEMBER 10, 2021

612-122

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511

Apogee Consulting Group, P.A.

Headquarters:

www.acg-pa.com 919-858-7420 @ COPYRIGHT Apogee Consulting Group, P.A.

04/10/2020 06/04/2020 06/26/2020 01/26/2021 04/06/2021

04/20/2021

07/15/2021

35% SECHMATIC DESIGN DOCUMENTS

65% DESIGN DEVELOPMENT

65% DESIGN DEVELOPMENT - RE-SUBMISSION

65% DESIGN DEVELOPMENT - RE-SUBMISSION

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95% CONSTRUCTION DOCUMENTS -

RE-SUBMISSION

95% CONSTRUCTION DOCUMENTS

NORTH

CONSTRUCTION NOTES

GP-1

#833

SITE LEGEND

ABBREVIATIONS

BENCHMARK

GRADING PLAN

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Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER: ACG Project Number

4/

/2

9:

:5

AM

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

RC OT

DESIGN MEDICAL

SPECIALTY CLINIC

10535 HOSPITAL WAY

MATHER, CA 95655

18-237-Q12

SEPTEMBER 10, 2021

612-122

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511

Apogee Consulting Group, P.A.

Headquarters:

www.acg-pa.com 919-858-7420 @ COPYRIGHT Apogee Consulting Group, P.A.

04/10/2020 06/04/2020 06/26/2020 01/26/2021 04/06/2021

04/20/2021

07/15/2021

35% SECHMATIC DESIGN DOCUMENTS

65% DESIGN DEVELOPMENT

65% DESIGN DEVELOPMENT - RE-SUBMISSION

65% DESIGN DEVELOPMENT - RE-SUBMISSION

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RE-SUBMISSION

95% CONSTRUCTION DOCUMENTS

CONCRETE CURB1 CONCRETE CURB & GUTTER2

PAVEMENT SECTION4

SIDEWALK DETAIL3

BOLLARD5

CD-1

ROCK DISSIPATOR CHANNEL6

BIORETENTION PLANTER WITH OVERFLOW7

#833

SECTION VIEW AA SECTION VIEW BB

SECTION VIEW CC

CIVIL DETAILS

CURB RETURN8SECTION VIEW DD

S:\1.Projects\C19.0155 Mather North Building\03.CAD\C19.0155_Civil.dwg, 1/24/2022 2:39:08 PM, SilianaChacón

W W

W

W

W

W

W

W W W W W W W W W W W W W W W W W W W W W W W

WW

W

W W

FS

FS

FS

INTERNATIONAL D

R

PARCEL THREE

161 M 4

M

INTERNATIONAL DRIVE

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER: ACG Project Number

4/

/2

9:

:5

AM

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

RC OT

DESIGN MEDICAL

SPECIALTY CLINIC

10535 HOSPITAL WAY

MATHER, CA 95655

18-237-Q12

SEPTEMBER 10, 2021

612-122

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511

Apogee Consulting Group, P.A.

Headquarters:

www.acg-pa.com 919-858-7420 @ COPYRIGHT Apogee Consulting Group, P.A.

04/10/2020 06/04/2020 06/26/2020 01/26/2021 04/06/2021

04/20/2021

07/15/2021

35% SECHMATIC DESIGN DOCUMENTS

65% DESIGN DEVELOPMENT

65% DESIGN DEVELOPMENT - RE-SUBMISSION

65% DESIGN DEVELOPMENT - RE-SUBMISSION

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OU-1

UTILITY CONSTRUCTION KEYNOTES

#833

SITE LEGEND

OVERALL UTILITY PLAN

STANDARD PIPE TRENCH WIDTH DETAIL

UTILITY NOTES

S:\1.Projects\C19.0155 Mather North Building\03.CAD\C19.0155_Civil.dwg, 1/24/2022 2:39:11 PM, SilianaChacón

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W

W W

WW

W

W

W

W

W W

W W

W W

W

WWW

W W

W W

W W

W W

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

W W W W W W W W W W W W W W W W W W W

W

W W W W W

W

W

EEEEEEEEEEEEEEE

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

W

W

W

W W

W

W W

W W

W W

W W

W

W

INTERNATIONAL D

R

PARCEL THREE

161 M 4

FE

M

O

YE

R

ST

INTERNATIONAL DRIVE

FE

M

O Y

E R

S

TR

E E

T

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER: ACG Project Number

4/

/2

9:

:5

AM

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

RC OT

DESIGN MEDICAL

SPECIALTY CLINIC

10535 HOSPITAL WAY

MATHER, CA 95655

18-237-Q12

SEPTEMBER 10, 2021

612-122

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511

Apogee Consulting Group, P.A.

Headquarters:

www.acg-pa.com 919-858-7420 @ COPYRIGHT Apogee Consulting Group, P.A.

04/10/2020 06/04/2020 06/26/2020 01/26/2021 04/06/2021

04/20/2021

07/15/2021

35% SECHMATIC DESIGN DOCUMENTS

65% DESIGN DEVELOPMENT

65% DESIGN DEVELOPMENT - RE-SUBMISSION

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DP-1

#833

SITE PLAN DEDUCT ITEM 3*

BENCHMARK

SITE LEGEND

ABBREVIATIONS

S:\1.Projects\C19.0155 Mather North Building\03.CAD\C19.0155_Civil.dwg, 1/24/2022 2:39:16 PM, SilianaChacón

PLANT SCHEDULE

GRASSES QTY BOTANICAL NAME COMMON NAME CONT. SPACING

790 MUHLENBERGIA RIGENS DEER GRASS 1 GAL 30" O.C.

SEED AREA FOR SOIL STABILIZATION, SEE NOTES 9 & 10 HEREON

L-101

PLANTING PLAN

1 1

0 10 20 40

1"= 20'SCALE:

NORTH

LANDSCAPING NOTES:

1. VERIFY ALL QUANTITIES AND REPORT ANY

DISCREPANCIES OR INACCURACIES IN THE PLANS TO THE

COR PRIOR TO PLANTING.

2. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING,

INSTALLATION, AND WARRANTY OF ALL PLANTING

MATERIALS WITHIN THE PROJECT AREA.

3. THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE

LOCATION OF ALL EXISTING AND NEW UNDERGROUND

UTILITIES PRIOR TO EXCAVATION FOR PLANTING.

DAMAGES TO UTILITIES CAUSED BY THE LANDSCAPE

OPERATION SHALL BE CORRECTED BY THE LANDSCAPE

CONTRACTOR AT NO COST TO THE GOVERNMENT.

4. LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE

HYDRANTS ON THE SITE.

5. ALL DEBRIS, ROCKS, ETC. LARGER THAN .5" ARE TO BE

REMOVED WITHIN ALL DISTURBED AREAS. ALL LARGE

CONCENTRATIONS OF GRAVEL & DEBRIS REGARDLESS

OF SIZE ARE TO BE REMOVED.

6. AMEND EXISTING SOIL PER SOILS TEST PRIOR TO

PLANTING. IF SOIL IS NOT SUITABLE FOR PLANTING, THEN

INSTALL A MINIMUM OF 6" OF APPROVED TOPSOIL TO ALL

PLANTING BEDS..

7. SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND

FERTILIZER FOR HARDWOOD TREES ACCORDING TO SOIL

TEST RECOMMENDATIONS. SCARIFY PLANT PIT WALLS.

8. ALL DISTURBED AREAS THAT ARE NOT PLANTED SHALL

BE COVERED WITH 2" OF CRUSHED STONE TO MATCH

THE EXISTING STONE AT THE MEDICAL CENTER.

9. GRASS SEED: STATE APPROVED SEE OF LATEST

SEASON'S CROP DELIVERED IN ORIGINAL SEALED

PACKAGES, BEARING'S PRODUCER'S GUARANTEED

ANALYSIS FOR PERCENTAGES OF MIXTURES, PURITY,

GERMINATION, WEED SEED CONTENT, AND INERT

MATERIAL. LABEL IN CONFORMANCE WITH AMS SEED ACT

AND APPLICABLE STATE SEED LAWS. WET, MOLDY, OR

OTHERWISE DAMAGED SEED WILL NOT BE ACCEPTABLE.

FIELD MIXES SHALL BE ACCEPTABLE WHEN FIELD MIX IS

PERFORMED ON SITE IN PRESENCE OF THE COR.

10. SEE MIXTURE: PROPORTION SEED MIXTURES BY WEIGHT.

SPECIES SHALL MATCH VMAC STANDARD TURF AND

SHALL BE APPROVED BY CONTRACTOR'S

REPRESENTATIVE OFFICER.

GROUNDCOVER PLANTING (TYPICAL)3 NTS

SHRUB AND GROUNDCOVER SPACING2 NTS

PLAN

PLAN

SECTION VIEW

PAVEMENT.

GROUNDCOVER PLANTS TO

BE TRIANGULARLY SPACED.

SCARIFIED SOIL.

ENGINEERED SOIL. SEE

CIVIL PLANS FOR STORM WATER

BASIN SOIL MATERIAL

FINISHED GRADE.

EQUAL

EQUAL

CURB OR EDGE OF PAVEMENT.

INDIVIDUAL PLANT SPACING 'X'.

REFER TO PLANT LIST FOR

SPACING EXCEPT WHERE NOTED

MASSES TO USE TRIANGULAR

ALL SHRUBS AND GROUNDCOVER

NOTE:

PLANT TYPES.

BETWEEN DIFFERENT

PROVIDE MIN. 18" SPACING

'X'

'X' 'X'

6"

M

IN

SETBACK FOR 36" O.C.

SETBACK FOR 24" O.C.

SETBACK FOR 48" - 60" O.C.

SETBACK FOR 6" O.C.

NOTES:

1. SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES, SIZE AND SPACING DIMENSION.

2. SMALL ROOTS (14" OR LESS) THAT GROW AROUND, UP OR DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE, HOWEVER THEY SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY CAN BE REMOVED AT THE

TIME OF PLANTING.

3. SETTLE SOIL AROUND ROOT BALL.

4. WHEN GROUNDCOVER PLANTINGS ARE USED IN MASSES, ENTIRE BED SHALL BE EXCAVATED AND TILLED

WITH SOIL AMENDMENTS PER SPECIFICATIONS.

5. O.C. = ON CENTER

6. GRASS SEED: STATE_APPROVED SEED OF LATEST SEASON'S CROP DELIVERED IN ORIGINAL SEALED PACKAGES, BEARING PRODUCER'S GUARANTEED ANALYSIS FOR PERCENTAGES OF MIXTURES, PURITY, GERMINATION, WEED SEED CONTENT, AND INERT MATERIAL. LABEL IN CONFORMANCE WITH AMS SEED ACT AND APPLICABLE STATE SEED LAWS. WET, MOLDY, OR OTHERWISE DAMAGED SEED WILL NOT BE ACCEPTABLE. FIELD MIXES SHALL BE ACCEPTABLE WHEN FIELD MIX IS PERFORMED ON SITE IN PRESENCE

OF THE COR.

7. SEED MIXTURES: PROPORTION SEED MIXTURES BY WEIGHT. SPECIES SHALL MATCH VAMC STANDARD TURF

AND SHALL BE APPROVED BY CONTRACTOR'S REPRESENTATIVE OFFICER.

PLANT SCHEDULE1 NTS

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

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

Engineers Architects1

35% SECHMATIC DESIGN DOCUMENTS

65% DESIGN DEVELOPMENT

65% DESIGN DEVELOPMENT - RE-SUBMISSION

65% DESIGN DEVELOPMENT - RE-SUBMISSION

95% CONSTRUCTION DOCUMENTS

95% CONSTRUCTION DOCUMENTS -

RE-SUBMISSION

95% CONSTRUCTION DOCUMENTS

04/10/2020 06/04/2020 06/26/2020 01/26/2021 04/06/2021

04/20/2021

07/15/2021 18-237-Q12

10535 HOSPITAL WAY,

MATHER CA, 95655

DESIGN MEDICAL SPECIALTY

CLINIC

612-122

SEPTEMBER 10, 2021

100% CONSTRUCTION DOCUMENT

S:\1.Projects\C19.0155 Mather North Building\06.Received\01.Project Documents\01.Client\2021-07-15 Landscape Plan\SHEET FILE\C18-237-C-101-Planting Plan.dwg, 1/12/2022 7:40:20 AM, SilianaChacón

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

2. ITEM 02:

A. INSTALL MANUAL SWING DOORS IN LIEU OF AUTOMATIC SLIDING

DOORS AT VESTIBULE 100 (2 PAIRS) SEE ARCHITECTURAL

DRAWINGS.

3. ITEM 03:

A. DELETE ALL WORK AND MATERIAL FOR ALL ASPHALT PAVING, ADA

STALLS, PROVIDE GRAVEL EMERGENCY ACCESS ONLY. SEE CIVIL

DRAWINGS.

4. ITEM 04:

A. DELETE WORK AND MATERIAL IN DESIGNATED AREA AND REPLACE

WITH UNOCCUPIED SPACE. SEE SHEET A-101A FOR LIMITED GENERAL

TRADES WORK. SPRINKLER SYSTEM TO STILL BE INSTALLED. SEE

SHEET FX101A. INSTALL RECEPTACLES, MECHANICAL POWER, AND

TEMPORARY LIGHTING AS PER SHEETS EL101A, EM101A, AND EP101A.

SEE SHEET M-101A FOR LIMITED MECHANICAL WORK. SEE SHEET

PP101A FOR PLUMBING WORK.

1. ITEM 01:

A. DELETE ALL WORK AND MATERIAL FOR SUPPORT STEEL FOR ROOF SCREENS. (FROM

TOP FLANGE OF ROOF STEEL UP). DELETE ALL WORK AND MATERIAL FOR

INSTALLATION OF ROOF SCREEN. DELETE ALL ROOFING WORK ASSOCIATED WITH

FLASHING IN VERTICAL SCREEN SUPPORTS. SEE STRUCTURAL AND ARCHITECTURAL

DRAWINGS.

B. REMOVE ALL WORK AND MATERIAL TO INSTALL BASIS OF DESIGN: HERMAN MILLER

COMBO CASEWORK/SINKS AT ALL LOCATIONS AND REPLACE WITH HAND SINK AND

SOLID SURFACE SPLASH PROTECTION. SEE PLUMBING AND INTERIOR DRAWINGS.

C. DELETE ALL WORK AND MATERIAL TO INSTALL GENERATOR, INCLUDING WIRING, AND

CONCRETE GENERATOR PAD. SEE CIVIL AND ELECTRICAL DRAWINGS.

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 Director

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

:2

:0

A

M

S-001

ABBREVIATIONS, SYMBOL LEGEND,

AND GENERAL STRUCTURAL NOTES

1 8MBT

DESIGN MEDICAL SPECIALTY

CLINIC

10535 HOSPITAL WAY, MATHER CA

95655

SEPTEMBER 10, 2021

100% CONSTRUCTION DOCUMENTS

612-12218-237-Q12

GMG

SYMBOL LEGEND

ABBREVIATIONSGENERAL STRUCTURAL NOTES

#DEDUCT ALTERNATES SEE SHEET G-100 FOR DEDUCT ALTERNATES

1 35% SCHEMATIC DESIGN DOCUMENTS 04/10/2020

2 65% DESIGN DEVELOPMENT 06/04/2020

3 65% DESIGN DEVELOPMENT - RE-SUBMISSION 06/26/2020

4 65% DESIGN DEVELOPMENT - RE-SUBMISSION 01/26/2021

5 95% CONSTRUCTION DOCUMENTS 04/06/2021

6 95% CONSTRUCTION DOCUMENTS -

RE-SUBMISSION

04/20/2021

7 95% CONSTRUCTION DOCUMENTS 07/15/2021

8 100% CONSTRUCTION DOCUMENTS 09/10/2021

STRUCTURAL STEEL

1. STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS' AND 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES' (LATEST EDITION AND SUPPLEMENTS).

2. ALL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992.

3. ALL CHANNELS, ANGLES, PLATES & BARS SHALL CONFORM TO ASTM A36. UNLESS NOTED OTHERWISE.

4. ALL PIPE COLUMNS SHALL CONFORM TO ASTM A53 (TYPES E OR S), GRADE B OR ASTM A501.

5. ALL SQUARE OR RECTANGULAR TUBING SECTIONS SHALL CONFORM TO ASTM A500, GRADE C, OR ASTM A501 WITH Fy= 50 KSI.

6. ALL SIMPLE BEAM TO BEAM OR COLUMN CONNECTION PLATE MATERIAL, INCLUDING BEARING PLATES, GUSSET PLATES, STIFFENER PLATES, FILLER PLATES, ETC. SHALL CONFORM TO A36, UNLESS NOTED OTHERWISE.

7. ALL CONNECTION ANGLE MATERIAL SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE.

8. CONNECTING OR SPLICING OF STRUCTURAL STEEL NOT SHOWN ON THE DRAWINGS IS PROHIBITED WITHOUT PRIOR

WRITTEN APPROVAL OF THE COR/ ENGINEER-OF-RECORD.

9. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STRUCTURAL STEEL, FOR COR'S REVIEW BEFORE FABRICATION. SHOP DRAWINGS SHALL SHOW THE ERECTION PROCEDURES AND DETAILS. THE ICC

REPORT, INCLUDING VERTICAL LOAD AND DIAPHRAGM SHEAR CAPACITY SHALL BE FURNISHED.

10. BOLT HOLES IN STEEL SHALL BE 1/16 INCH LARGER THAN NOMINAL SIZE OF BOLT USED. HOLE SIZES FOR A307 AND

A449 ANCHOR BOLTS MAY BE MADE OVERSIZE TO FACILITATE ERECTION AS FOLLOWS:

a. BOLTS 3/4 TO 1 INCH: 5/16" LARGER THAN NORMAL SIZE OF BOLT.

b. BOLTS 1 TO 2 INCH: 1/2" LARGER THAN NORMAL SIZE OF BOLT.

c. BOLTS OVER 2 INCHES: 1" LARGER THAN NORMAL SIZE OF BOLT.

IF A449 ANCHOR BOLTS ARE OVERSIZED, AN ASTM F436 HARDENED WASHER SHALL BE INSTALLED UNDER THE BOLT

HEAD AND THE NUTS SHALL MEET THE REQUIREMENTS OF ASTM A563.

12. SEE SPECIFICATIONS FOR FINISH/PAINTING REQUIREMENTS FOR STRUCTURAL STEEL SURFACES. VERIFY WITH

ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

13. WELDED JOINTS SHALL CONFORM TO THE PREQUALIFIED JOINT DETAILS AS INDICATED IN THE STRUCTURAL

WELDING CODE (AWS D1.1) BY THE AMERICAN WELDING SOCIETY.

14. ALL WELDING SHALL BE BY WELDERS HOLDING CURRENT VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE

IN TYPE OF WELD CALLED FOR. WELDING RODS TO BE LOW HYDROGEN TYPE, E70.

15. ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED. FULL PENETRATION WELDS AND ALL BUTT WELDED SPLICES OR CONNECTIONS SHALL BE ULTRASONICALLY TESTED AND INSPECTED BY AN INDEPENDENT TESTING LABORATORY TO CERTIFY ALL SPLICES AS MEETING OR EXCEEDING STRENGTH OF MATERIALS SPLICED.

REDUCTION IN TESTING MAY BE MADE IN ACCORDANCE WITH THE BUILDING CODE WITH APPROVAL OF THE ENGINEER. TWO COPIES OF ALL TEST REPORTS AND A LETTER OF SUCH CERTIFICATION SHALL BE SUBMITTED TO

THE COR.

16. WELDS MAY BE MADE IN SHOP OR FIELD WITH APPROVAL.

17. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED.