90136 - 658-24-106 - Salem VAMC - Replace Bldg16 HVAC - Final Bid Drawings Combined - 20250228.pdf

ARCHITECT

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

PHONE: (206) 590-2118

DESIGN TEAM

ELECTRICAL

MECHANICAL

DAVENERGY SOLUTIONS

2207 GARNET AVE, SUITE I

SAN DIEGO, CA 92109

PHONE: (619) 770-8552

DAVENERGY SOLUTIONS

2207 GARNET AVE, SUITE I

SAN DIEGO, CA 92109

PHONE: (619) 770-8552

STRUCTURAL

JUNKER GONZALEZ ENGINEERING

8285 LA MESA BLVD, SUITE C

LA MESA, CA 91942

PHONE: (858) 245-3660

PROJECT INFORMATION

STATE:

COUNTY:

JURISTICTION:

OWNER:

CONST TYPE:

OCCUPANCY:

CODE ANALYSIS PROJECT DESCRIPTION

PROJECT INVOLVES EVALUATION, SURVEY

AND DESIGN FOR REPLACEMENT OF AIR

HANDLING UNITS AT THE SALEM VA MEDICAL

CENTER BUILDING 16. THE INTENT IS TO

ENHANCE THE HVAC SYSTEMS OF THE

BUILDING AND REPLACE THE CURRENT HVAC

UNIT SERVING THE FIRST FLOOR. THE FIRST

FLOOR IS MAINLY OFFICE SPACE.

APPLICABLE BUILDING & LEVEL

BUILDING 16, LEVEL 1

APPLICABLE CLINIC

N/A

ICRA CLASS REQUIREMENTS

CLINIC RISK:

CLASS REQS:

APPROX SQUARE FEET IN SCOPE

8,509 SF

LOW

CLASS II

VIRGINIA

ROANOKE

SALEM

GOV, VETERANS AFFAIRS

EXISTING

BUSINESS

GENERAL NOTES

1. DO NOT SCALE DRAWINGS.

BLDG 16

SALEM VA MEDICAL CENTER

BUILDING WITHIN SCOPE OF THIS PROJECT

2A

15 13

29 2827

ENGINEERING DISCIPLINE: 16

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD, SALEM, VA 24153

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building No.

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

Department of Veteran Affairs

STAMP:

BID SET

REPLACE BUILDING 16 HVAC 658-24-106

Floor No.

Dwg.

DAV ENERGY SOLUTIONS

2207 GARNET AVE, SUITE I

SAN DIEGO, CA 92109

619-770-8552

WWW.DAVENERGY.COM

02/28/2025

COVER SHEET

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

MK AJ02/28/2025

G-001

REPLACE BUILDING 16 HVAC

SALEM VA MEDICAL CENTER, SALEM - VIRGINIA

PROJECT #: 658-24-106

DRAWING INDEX

PAGE # SHEET # SHEET NAME

GENERAL

1 OF 36 G-001 COVER SHEET

ARCHITECTURAL

2 OF 36 A-001 ARCH SYMBOLS, ABBREVIATIONS, & GENERAL NOTES

3 OF 36 AS101 ICRA

4 OF 36 AS111 FIRE LIFE SAFETY

5 OF 36 AD101 FIRST FLOOR DEMO PLAN

6 OF 36 AD102 DEMO CEILING PLAN

7 OF 36 AE101 FIRST FLOOR PLAN

8 OF 36 AE102 ROOF PLAN

9 OF 36 AC101 FIRST FLOOR CEILING PLAN

10 OF 36 AE301 BUILDING SECTIONS

11 OF 36 A-501 DETAILS

STRUCTURAL

12 OF 36 S-001 STRUCTURAL COVER SHEET & STRUCTURAL NOTES

13 OF 36 S-002 STRUCTURAL NOTES, VERIFICATION & INSPECTION SCHEDULES

14 OF 36 S-101 STRUCTURAL NEW WORK ROOF PLAN

15 OF 36 S-501 TYPICAL DETAILS

MECHANICAL

16 OF 36 M-001 MECHANICAL COVER SHEET

17 OF 36 MD-101 MECHANICAL 1ST FLOOR DEMOLITION PLAN

18 OF 36 MH-101 MECHANICAL 1ST FLOOR HVAC SUPPLY PLAN

19 OF 36 MH-102 MECHANICAL 1ST FLOOR HVAC RETURN / EXHAUST PLAN

20 OF 36 MH-201 MECHANICAL ROOF HVAC PLAN

21 OF 36 M-401 MECHANICAL SCHEDULES

22 OF 36 M-402 MECHANICAL SCHEDULES

23 OF 36 M-501 MECHANICAL DETAILS

24 OF 36 M-502 MECHANICAL AHU CONTROL DIAGRAM

25 OF 36 M-503 MECHANICAL SEQUENCE OF OPERATION

26 OF 36 M-504 MECHANICAL POINTS LIST

ELECTRICAL

27 OF 36 E-001 ELECTRICAL COVER SHEET

28 OF 36 ED-101 FIRST FLOOR POWER PLAN-DEMO

29 OF 36 ED-102 FIRST FLOOR LIGHTING PLAN-DEMO

30 OF 36 EP-101 FIRST FLOOR POWER PLAN-NEW

31 OF 36 EP-102 ROOF POWER PLAN-NEW

32 OF 36 EL-101 FIRST FLOOR LIGHTING PLAN-NEW

33 OF 36 E-601 SINGLE LINE DIAGRAM-DEMO

34 OF 36 E-701 PANEL SCHEDULES

35 OF 36 E-801 ELECTRICAL DETAILS

36 OF 36 E-802 ELECTRICAL DETAILS

NOT TO SCALE

FACILITY SITE PLAN

TRUE

NORTH

101A

EXTERIOR ELEVATION

INTERIOR ELEVATION

BUILDING SECTION FLAG

WALL SECTION FLAG

CALLOUT FLAG

VERTICAL GRID LINE

HORIZONTAL GRID LINE

TRUE NORTH ARROW

PROJECT NORTH ARROW

(TRUE NORTH DASHED)

ELEVATION / LEVEL MARKER

KEY NOTE

ROOM TAG

(SF OPTIONAL)

CEILING HEIGHT TAG

WALL TAG

FLOOR TAG

ROOF TAG

DOOR TAG

WINDOW TAG

SPECIALTY EQUIPMENT TAG

SIGNAGE TAG

SIGNAGE KEY NOTE

(AW SHEETS ONLY)

SIGNAGE MATERIAL TAG

(AW SHEETS ONLY)

TOILET

150 SF

A

01A

TRUE

NORTH

W1

PROJECT

NORTH

TRUE NORTH

(DASHED)

A01

D88

A5175SOAP DISH

ACT 2x2

9' - 0" AFF

F-1

R-1

SYMBOLS

A-101

A-101

A-101

EXISTING TO REMAIN

NEW CONSTRUCTION

TO DEMOLISH

(DEMO SHEET(S) ONLY)

ABOVE

BELOW

EXISTING DOOR TO REMAIN

EXISTING DOOR TO DEMOLISH

(DEMO SHEET(S) ONLY)

NEW DOOR

AREA SHOWN ON SHEET

OUT OF SCOPE

INACCESSIBLE DURING PHASE

(ICRA SHEET(S) ONLY)

TEMPORARY ICRA BOUNDRY

(ICRA SHEET(S) ONLY)

TEMPORARY ICRA BARRIER

(ICRA SHEET(S) ONLY)

TEMPORARY ICRA DOOR

(ICRA SHEET(S) ONLY)

ADHESIVE WALK-OFF MATS

(ICRA SHEET(S) ONLY)

TEMPORARY ICRA AIR PRESSURE

(ICRA SHEET(S) ONLY)

CONTRACTOR PATH OF TRAVEL

(ICRA SHEET(S) ONLY)

SMOKE COMPARTMENT PERIMETER

(FIRE LIFE SAFETY SHEET(S) ONLY)

SMOKE RATED WALL

1 HR FIRE RATED WALL

2 HR FIRE RATED WALL

SMOKE & 1 HR FIRE RATED WALL

FIRE EXTINGUISHER CABINET

(FIRE LIFE SAFETY SHEET(S) ONLY)

EMERGENCY EGRESS ROUTE

(FIRE LIFE SAFETY SHEET(S) ONLY)

SPRINKLER PER FIRE PROTECTION

DIFFUSER PER MECHANICAL

(SIZE & PROPORTION MAY VARY)

LIGHT FIXTURE PER ELECTRICAL

(SIZE & PROPORTION MAY VARY)

MATERIALS

EARTH

SAND

BATT INSULATION

RIGID INSULATION

CONCRETE

STEEL

PLYWOOD, FIRE RATED

GYPSUM BOARD, TYPE 'X'

ACOUSTICAL CEILING TILE, 2' x 2'

A-101

A-101

FEC

IN-04.02-01

ABBREVIATIONS

SYMBOLS

& AND

∠ ANGLE

@ AT

℄ CENTERLINE

° DEGREES

# NUMBER

A

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

A(C)T ACOUSTICAL (CEILING) TILE

ACM ASBESTOS CONTAINING MATERIAL

ACW ACOUSTICAL WALL

ADA AMERICANS W/ DISABILITIES ACT

ADJ ADJACENT

A/E ARCHITECT/ENGINEER

AF ACCESS FLOOR

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATELY

ARCH ARCHITECT(URAL)

ASPH ASPHALT

A/V AUDIO / VIDEO

B

BARR BARRIER

BATH BATHROOM

BB BACKER BOARD

BLD(G) BUILDING

BLK(G) BLOCK(ING)

BLW BELOW

BM BEAM

BMT(U) BONE MARROW TRANSPLANT (UNIT)

BO BOTTOM OF

BOC BOTTOM OF CURB

BOS BOTTOM OF SLAB

BRC BRACE, BRACING

BRKT BRACKET

BRNG BEARING

BTM BOTTOM

BTWN BETWEEN

C

CAB CABINET

CC CONTRACTOR FURN, CONTRACTOR INST

CD CONSTRUCTION / CONTRACT DOCUMENTS

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

COMP COMPOSITION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER REPRESENTATIVE

CORR CORRIDOR

CS CONCRETE SEALER

CT CERAMIC TILE

CTR CENTER

CV CONTRACTOR FURNISHED, VA INSTALLED

D

DB DESIGN BUILD

DBL DOUBLE

DC DIRECT CURRENT

DD DESIGN DEVELOPMENT

DEMO DEMOLISH(ION)

DEPT DEPARTMENT

DG DESIGN GUIDE

DIA DIAMETER

DIM DIMENSION

DM DESIGN MANUAL

DWN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING(S)

E

E EAST

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

ELEV ELEVATION OR ELEVATOR

ENG ENGINEER(ING)

EOC EDGE OF CURB

EOP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE TERPOLYMER

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

ETS EXPOSED TO STRUCTURE

EX(IST) EXISTING

EXP EXPANSION

EXT EXTERIOR

F

FA FIRE ALARM

FD FLOOR DRAIN

FE(C) FIRE EXTINGUISHER (CABINET)

FF FACTORY FINISH

FFB FINISH FLOOR BREAK

FIN FINISH(ED)

FLASH FLASHING

FLR FLOOR(ING)

FLRSNT FLORESCENT

FNDN FOUNDATION

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOS FACE OF STUDS

FP FIRE PROOF

FR FIRE RATED

FRM FRAME

FT FOOT, FEET

FTG FOOTING

FUR FURRING

FURN FURNISHED

G

GA GAGE, GAUGE

GALV GALVANIZED

GE GENERAL ELECTRIC

G(W)B GYPSUM (WALL) BOARD

GC GENERAL CONTRACTOR

GL GRID LINE

GLB GLUE LAMINATED BEAM

GMU GLASS MASONRY UNIT

GOV(T) GOVERNMENT

GYP GYPSUM BOARD

H

HAC HOUSEKEEPING AIDES CLOSET

HDR HEADER

H(D)W(E) HARDWARE

HM HOLLOW METAL

HORZ HORIZONTAL

HPDL HIGH PRESSURE DECORATIVE LAM

HR HOUR

HT HEIGHT

HVAC HEATING, VENTILATION & AIR CONDITIONING

I

ICRA INFECTIOUS CONTROL RISK ASSESSMENT

ID INSIDE DIAMETER OR DIM

ILSM INTERIM LIFE SAFETY MEASURES

INCL INCLUDE(D,ING)

INST INSTALL

INSUL INSULATION

INT INTERIOR

J

JT JOINT

K

KV KILOVOLT

L

LAM LAMINATE(D)

LAV LAVATORY

LCM LEAD CONTAINING MATERIAL(S)

LD LEAD

LT LIGHT

M

MAT MATERIAL(S)

MAX MAXIMUM

MDF MEDIUM-DENSITY FIBREBOARD

MECH MECHANIC(AL)

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURE(R)

MIN MINIMUM

MISC MISCELLANEOUS

MOD MODIFIED

MTL METAL

N

N NORTH

N(/)A NOT APPLICABLE

NEG NEGATIVE

NO. NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

O.C. ON CENTER(S)

OPN(G) OPEN(ING)

OPP OPPOSITE

OPT OPTION(AL)

OVHD OVERHEAD

P

P PAINT

PCONC PRECAST CONCRETE

PCRA PRE-CONSTRUCTION RISK ASSESSMENT

PL PLATE

PLAM PLASTIC LAMINATE

PLY(WD) PLYWOOD

PNL PANEL

PR PAIR

PRFB PREFABRICATED

PS PLASTIC

PT PORCELAIN TILE

PTN(S) PARTITION(S)

PVMT PAVEMENT

Q

QTY QUANTITY

R

RAD RADIUS

RCP(S) REFLECTED CEILING PLAN(S)

REF REFERENCE

REINF REINFORCE(D,ING)

REP REPRESENTATIVE

REQ(S,(')D) REQUIRE(D,S,MENT(S))

RESIL RESILIENT

REV REVERSE

RF ROOF

RM ROOM

RMV REMOVE

RO ROUGH OPENING

S

S SOUTH

SCHED SCHEDULE

SCI(D) SPINAL CORD INJURY (& DISABILITY)

SD SCHEMATIC DESIGN

SDSF SOLID SURFACE

SECT SECTION

SF SQUARE FEET

SFRM SPRAY APPLIED FIRE-RESISTIVE MATERIAL

SHG SHINGLES

SHLD(G) SHEILD(ING)

SHT(G) SHEET (SHEATHING)

SIM SIMILAR

SM SEAM

SOW SCOPE OF WORK

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

ST STAIN

STDG STANDING

STF STAFF

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SURG SURGERY, SURGICAL

SUSP SUSPENDED

SV SHEET VINYL

SYS SYSTEM

T

TBD TO BE DETERMINED

TBL TABLE

TEMP TEMPORARY

T&G TONGUE AND GROOVE

THK THICK(NESS)

THRESH THRESHOLD

TOC TABLE OF CONTENTS

TOS TOP OF SLAB

TPH TOILET PAPER HOLDER

TRANS TRANSITION

TS TUBE STEEL

TYP TYPICAL

U

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

V

VA VETERANS AFFAIRS

VAR VARIES

VB VAPOR BARRIER

VC VA FURNISHED, CONTRACTOR INSTALLED

VERT VERTICAL

VIF VERIFY IN FIELD

VV VA FURNISHED, VA INSTALLED

W

W WEST

W/ WITH

WD WOOD

WDW WINDOW

WGHT WEIGHT

W/O WITHOUT

WP WATERPROOF(ING)

WR WATER RESISTANT

WRK WORK

X

XRY X-RAY

ENGINEERING DISCIPLINE: 16

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD, SALEM, VA 24153

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building No.

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

Department of Veteran Affairs

STAMP:

BID SET

REPLACE BUILDING 16 HVAC 658-24-106

Floor No.

Dwg.

DAV ENERGY SOLUTIONS

2207 GARNET AVE, SUITE I

SAN DIEGO, CA 92109

619-770-8552

WWW.DAVENERGY.COM

02/28/2025

ARCH SYMBOLS, ABBREVIATIONS,

& GENERAL NOTES

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

MK AJ02/28/2025

A-001

- +-- TEMPORARY ICRA AIR PRESSURE

ADHESIVE WALK-OFF MATS

CONTRACTOR PATH OF TRAVEL

1 2 3 4 5 6 7

A

B

C

D

170 SF

OFFICE

85 SF

WOMEN

142 SF

OFFICE

183 SF

EEO / OFFICE

183 SF

PGM ASST OFFICE

192 SF

OFFICE

172 SF

CLINICAL CO -

ORDR OFFICE

257 SF

OFFICE

302 SF

OFFICE

239 SF

OFFICE

259 SF

EDUCATION

OFFICE

3A

275 SF

OFFICE

196 SF

OFFICE

275 SF

CONFERENCE RM

249 SF

OFFICE

261 SF

OFFICE

502 SF

CORRIDOR

25 SF

HOUSE KEEPING

74 SF

10A

62 SF

MEN

10B

AREA SHOWN

PROJECT

NORTH

TRUE NORTH

(DASHED)

BLDG 16

ENGINEERING DISCIPLINE: 16

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD, SALEM, VA 24153

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building No.

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

Department of Veteran Affairs

STAMP:

BID SET

REPLACE BUILDING 16 HVAC 658-24-106

Floor No.

Dwg.

DAV ENERGY SOLUTIONS

2207 GARNET AVE, SUITE I

SAN DIEGO, CA 92109

619-770-8552

WWW.DAVENERGY.COM

02/28/2025

ICRA

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

MK AJ02/28/2025

AS101

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

PROJECT

NORTH

TRUE NORTH

(DASHED)

1/4" = 1'-0"

ICRA PLAN - FIRST FLOOR

1. ICRA CLASS II REQUIREMENTS MUST BE MET

THROUGHOUT THE ENTIRE DURATION OF CONSTRUCTION.

2. COMPLY WITH ALL REQUIREMENTS IN SPECIFICATION

SECTION 01 35 26 - SAFETY REQUIREMENTS.

3. CONSTRUCTION ZONE ENTRANCES AND EXITS SHALL BE

LOCKED AT ALL TIMES UNLESS IN USE BY THE

CONTRACTOR. WHEN IN USE, ACCESS WILL BE

CONTROLLED AND MONITORED BY THE CONTRACTOR.

4. ADHESIVE WALK-OFF MATS TO BE USED AT ALL

CONSTRUCTION ENTRANCES AND EXITS, INCLUDING ANTE

ROOMS.

5. ENTIRE BUILDING UNOCCUPIED DURING CONSTRUCTION,

NO ICRA CONCERNS.

1 WORK AREA ACCESS POINT WITH STICKY WALK OFF MATS.

EMERGENCY EGRESS ROUTE

FIRE EXTINGUISHER CABINET

EXISTING FIRE SPRINKLERS

FEC

1 2 3 4 5 6 7

A

B

C

D

FEC

P R

O V

ID

E

D

M A

X A

L L

O W

A B

L E

P R

O V

ID

E

D

M A

X A

L L

O W

A B

L E

TO POINT OF TWO EGRESS OPTIONS

PROVIDED 61'-6"

EXISTING FEC

AREA SHOWN

PROJECT

NORTH

TRUE NORTH

(DASHED)

BLDG 16

ENGINEERING DISCIPLINE: 16

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD, SALEM, VA 24153

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building No.

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

Department of Veteran Affairs

STAMP:

BID SET

REPLACE BUILDING 16 HVAC 658-24-106

Floor No.

Dwg.

DAV ENERGY SOLUTIONS

2207 GARNET AVE, SUITE I

SAN DIEGO, CA 92109

619-770-8552

WWW.DAVENERGY.COM

02/28/2025

FIRE LIFE SAFETY

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

MK AJ02/28/2025

AS111

1/4" = 1'-0"

FIRE LIFE SAFETY PLAN - FIRST FLOOR

LEGEND

CODE ANALYSIS

KEY PLAN

1. PLEASE NOTE, AS AN AGENCY OF THE FEDERAL

GOVERNMENT, THE VA IS NOT SUBJECT TO LOCAL

IMPOSITIONS OF CODE ENFORCEMENT PROCEDURES

(DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS,

FEES, ETC). THE VA SHALL FUNCTION AS THE AUTHORITY

HAVING JURISDICTION (AHJ).

2. THE BELOW CODES HAVE BEEN USED FOR ANALYSIS:

A. NATIONAL FIRE PROTECTION AGENCY (NFPA) 101 LIFE

SAFETY CODE, 2024. NFPA 101 TAKES PRECEDENCE

OVER IBC.

B. INTERNATIONAL BUILDING CODE (IBC), 2021.

3. EXISTING BUILDING CONSTRUCTION TYPE SHALL NOT BE

ALTERED AS PART OF THIS PROJECT.

A. ASSUMED NFPA 220 FIRE RESISTIVE RATING: TYPE III

(332). (NFPA 220, 2024).

B. ASSUMED IBC FIRE RESISTIVE RATING: TYPE III. (IBC,

2021).

4. EXISTING BUILDING OCCUPANCY TYPE SHALL NOT BE

ALTERED AS PART OF THIS PROJECT.

A. ASSUMED NFPA 101 OCCUPANCY TYPE: BUSINESS

AND STORAGE USE. (NFPA 101, 2024 - CHAPTER 19).

5. OCCUPANT LOADS IN AREA OF WORK ARE EQUAL OR LESS

THAN EXISTING, AND THEREFORE, EXISTING EXIT WIDTHS

ARE NOT REQUIRED TO BE ALTERED AS PART OF THIS

PROJECT. (NFPA 101, 2024 - TABLE 7.3.1.2).

A. 8362 SF BUSINESS (GENERAL) AT 150 SF / OCCUPANT

= 56 OCCUPANTS

B. TOTAL NET OCCUPANT LOAD = 56 OCCUPANTS

6. MAX COMMON PATH OF TRAVEL BEFORE TWO PATHS ARE

PROVIDED SHALL NOT EXCEED 100' (EXISTING BUSINESS,

FULLY SPRINKLERED). (NFPA 101, 2021 - 39

7. MAX TRAVEL DISTANCE TO EXITS SHALL NOT EXCEED

300' - 0" (EXISTING BUSINESS, FULLY SPRINKLERED). (NFPA

101, 2021 - 39.2.6.2.2 & 3).

PROJECT

NORTH

TRUE NORTH

(DASHED)

EXISTING DOOR TO REMAIN

TO DEMOLISH

EXISTING TO REMAIN

1 2 3 4 5 6 7

A

B

C

D

OFFICE

WOMEN

MEN

10B

OFFICE

EEO / OFFICE

PGM ASST OFFICE

CORRIDOR

OFFICE

CLINICAL CO -

ORDR OFFICE

OFFICE

OFFICE

OFFICE

EDUCATION

OFFICE

3A

OFFICE

OFFICE

CONFERENCE RM

OFFICE

OFFICE

10A

10C

FEC

EXISTING FEC

1. ENSURE CONSTRUCTION ZONE IS FULLY ENCLOSED,

PRIOR TO BEGINNING ANY WORK. NO WORK SHALL BE

DONE WITHOUT PROPERLY MEETING ALL ICRA

REQUIREMENTS, SEE ICRA PLAN(S) FOR SPECIFIC ICRA

CLASS LOCATIONS & REQUIREMENTS.

2. REMOVE WALL MOUNTED ACCESSORIES REQUIRED TO

COMPLETE A CONSTRUCTION TASK. VERIFY WITH COR

BEFORE DISPOSAL.

3. COORDINATE WITH VA COR PRIOR TO THE DEMOLITION OF

ANY EXISTING EQUIPMENT.

4. CONTRACTOR TO PATCH AND REPAIR ANY DAMAGE TO

THE FLOOR AND WALLS TO MATCH EXISTING FINISHES.

5. EXISTING WINDOWS AND BLINDS IN OFFICES 18, 19, AND 20

ARE EXISTING TO REMAIN. IF NEED TO REMOVE,

CONTRACTOR TO REMOVE, STORE AND REINSTALL.

AREA SHOWN

PROJECT

NORTH

TRUE NORTH

(DASHED)

ENGINEERING DISCIPLINE: 16

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD, SALEM, VA 24153

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building No.

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

Department of Veteran Affairs

STAMP:

BID SET

REPLACE BUILDING 16 HVAC 658-24-106

Floor No.

Dwg.

DAV ENERGY SOLUTIONS

2207 GARNET AVE, SUITE I

SAN DIEGO, CA 92109

619-770-8552

WWW.DAVENERGY.COM

02/28/2025

FIRST FLOOR DEMO PLAN

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

MK AJ02/28/2025

AD101

1/4" = 1'-0"

FIRST FLOOR - DEMO PLAN

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

PROJECT

NORTH

TRUE NORTH

(DASHED)

1 DEMO EXISTING PTAC

2 EXISTING AHU TO BE DEMOLISHED

AREA SHOWN

PROJECT

NORTH

TRUE NORTH

(DASHED)

1 2 3 4 5 6 7

A

B

C

D

OFFICE

WOMEN

10C

10A

MEN

10B

OFFICE

HOUSE KEEPING

EEO / OFFICE

PGM ASST OFFICE

CORRIDOR

OFFICE

CLINICAL CO -

ORDR OFFICE

OFFICE

OFFICE

OFFICE

EDUCATION

OFFICE

3A

OFFICE

OFFICE

CONFERENCE RM

OFFICE

OFFICE

/1

6 3/8"

TO DEMOLISH

TO DEMOLISH

2x2 ACOUSTICAL CEILING TILE

GYPSUM BOARD ON METAL STUDS

EXISTING FIRE EXTINGUISHERS

ENGINEERING DISCIPLINE: 16

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD, SALEM, VA 24153

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building No.

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

Department of Veteran Affairs

STAMP:

BID SET

REPLACE BUILDING 16 HVAC 658-24-106

Floor No.

Dwg.

DAV ENERGY SOLUTIONS

2207 GARNET AVE, SUITE I

SAN DIEGO, CA 92109

619-770-8552

WWW.DAVENERGY.COM

02/28/2025

DEMO CEILING PLAN

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

MK AJ02/28/2025

AD102

1/4" = 1'-0"

FIRST FLOOR - DEMO CEILING PLAN

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1. REMOVE AND STORE ANY CEILING TILES AND/OR ACT

SUSPENSION GRID SYSTEM COMPONENTS WHERE

REQUIRED TO COMPLETE ABOVE CEILING MECHANICAL

AND ELECTRICAL WORK.

2. REMOVE ANY CEILING OR WALL MOUNTED EQUIPMENT, AS

REQUIRED TO COMPLETE OTHER WORK. STORE UNTIL

READY FOR REINSTALLATION.

3. TEMPORARILY PROVIDE FIRE PROTECTION WHERE

CEILING IS DOWN BY ADJUSTING THE EXISTING FIRE

SPRINKLERS HEADS AS REQUIRED TO MEET VA AND NFPA

REQUIREMENTS.

INVERTED SPRINKLER HEADS PROCEDURE:

1. INITIAL INSTALLATION & PROTECTION:

A. SPRINKLER HEADS SHALL BE INSTALLED IN AN

UPRIGHT POSITION DURING ROUGH-IN TO PREVENT

ACCIDENTAL DAMAGE FROM CONSTRUCTION

ACTIVITIES.

B. FIRE PROTECTION PIPING SHALL BE PROPERLY

SUPPORTED AND SECURED TO AVOID

DISPLACEMENT.

C. TEMPORARY PROTECTIVE COVERS SHALL BE USED

ON SPRINKLER HEADS TO PREVENT DUST AND

DEBRIS ACCUMULATION, IN ACCORDANCE WITH

INFECTION CONTROL POLICIES.

2. INVERSION FOR CONSTRUCTION PHASE:

A. PRIOR TO CEILING INSTALLATION OR FINISHING

WORK, SPRINKLER HEADS SHALL BE INVERTED

(TURNED UPWARD) WITHIN ALLOWABLE PIPE

FITTING CONFIGURATIONS.

B. TEMPORARY PROTECTIVE MEASURES, SUCH AS

DUST-TIGHT COVERS, SHALL BE INSTALLED IN

COMPLIANCE INFECTION CONTROL PROTOCOLS

(ICRA – INFECTION CONTROL RISK ASSESSMENT).

C. COORDINATION WITH INFECTION CONTROL AND

FACILITY MANAGEMENT TEAMS IS REQUIRED TO

ENSURE COMPLIANCE WITH JOINT COMMISSION

STANDARDS.

3. FINAL POSITIONING, TESTING & CERTIFICATION:

A. AFTER THE CEILING OR FINAL FINISHES ARE

INSTALLED, SPRINKLER HEADS SHALL BE

CORRECTLY ORIENTED (TYPICALLY PENDANT OR

SIDEWALL) PER THE APPROVED FIRE PROTECTION

DESIGN.

B. ALL PROTECTIVE COVERINGS SHALL BE REMOVED

BEFORE SYSTEM TESTING.

C. SYSTEM FLUSHING, HYDROSTATIC TESTING, AND

FINAL ACCEPTANCE TESTING SHALL BE PERFORMED

PER NFPA 13, AND LOCAL FIRE CODES.

D. A FINAL INSPECTION SHALL BE COORDINATED WITH

THE AUTHORITY HAVING JURISDICTION (AHJ) AND

FACILITY REPRESENTATIVES BEFORE OCCUPANCY.

PROJECT

NORTH

TRUE NORTH

(DASHED)

1 DEMO EXISTING CEILING, SALVAGE EXISTING LIGHTS

FOR REINSTALLATION.

2 CUT EXISTING GYP CEILING FOR NEW LADDER ROOF

ACCESS.

1 2 3 4 5 6 7

A

B

C

D

OFFICE

WOMEN

10C 10A

MEN

10B

OFFICE

EEO /

OFFICE

PGM

ASST

OFFICE

OFFICE

CLINICAL CO -

ORDR OFFICE

OFFICE

OFFICE

OFFICE

EDUCATION

OFFICE

3A

OFFICE

OFFICE

CONFERENCE RM

OFFICE

OFFICE

CORRIDOR

HOUSE

KEEPING

AREA SHOWN

PROJECT

NORTH

TRUE NORTH

(DASHED)

EXISTING DOOR TO REMAIN

EXISTING TO REMAIN

NEW

ENGINEERING DISCIPLINE: 16

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD, SALEM, VA 24153

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building No.

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

Department of Veteran Affairs

STAMP:

BID SET

REPLACE BUILDING 16 HVAC 658-24-106

Floor No.

Dwg.

DAV ENERGY SOLUTIONS

2207 GARNET AVE, SUITE I

SAN DIEGO, CA 92109

619-770-8552

WWW.DAVENERGY.COM

02/28/2025

FIRST FLOOR PLAN

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

MK AJ02/28/2025

AE101

PROJECT

NORTH

TRUE NORTH

(DASHED)

1/4" = 1'-0"

FLOOR PLAN

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1 INFILL WALL, PATCH AND REPAIR TO MATCH EXISTING

WHERE PTAC WAS DEMOLISHED

2 INSTALL NEW LADDER FOR ROOF ACCESS

1. DIMENSIONS SHOWN ARE FROM GRID LINES TO FACE OF

STUD, CENTERLINE OF STRUCTURAL COLUMNS,

CENTERLINE OF OPENINGS, UNO.

2. ANY DOORS NOT DIMENSIONED SHALL BE INSTALLED 6"

FROM THE INTERSECTING WALL OR CENTERED ON THE

WALL, UNO.

3. ALL DIMENSIONS NOTED AS CLEAR SHALL MAINTAIN THE

FULL SPACE INDICATED WITHOUT ENCROACHMENTS.

4. ENSURE THAT ALL REQUIRED BACKING IS INSTALLED IN

WALLS PRIOR TO INSTALLING GYPSUM BOARD.

5. CONTRACTOR TO PATCH AND REPAIR ANY DAMAGE TO

THE FLOOR, WALLS, AND CEILING TO MATCH EXISTING

FINISHES.

6. EXISTING WINDOWS AND BLINDS IN OFFICES 18, 19, AND 20

ARE EXISTING TO REMAIN. IF NEED TO REMOVE,

CONTRACTOR TO REMOVE, STORE AND REINSTALL.

AREA SHOWN

PROJECT

NORTH

TRUE NORTH

(DASHED)

1. DIMENSIONS SHOWN ARE FROM GRID LINES TO FACE OF

STUD, CENTERLINE OF STRUCTURAL COLUMNS,

CENTERLINE OF OPENINGS, UNO.

2. ANY DOORS NOT DIMENSIONED SHALL BE INSTALLED 6"

FROM THE INTERSECTING WALL OR CENTERED ON THE

WALL, UNO.

3. ALL DIMENSIONS NOTED AS CLEAR SHALL MAINTAIN THE

FULL SPACE INDICATED WITHOUT ENCROACHMENTS.

4. ENSURE THAT ALL REQUIRED BACKING IS INSTALLED IN

WALLS PRIOR TO INSTALLING GYPSUM BOARD.

5. CONTRACTOR TO PATCH AND REPAIR ANY DAMAGE TO

THE FLOOR, WALLS, AND CEILING TO MATCH EXISTING

FINISHES.

6. EXISTING WINDOWS AND BLINDS IN OFFICES 18, 19, AND 20

ARE EXISTING TO REMAIN. IF NEED TO REMOVE,

CONTRACTOR TO REMOVE, STORE AND REINSTALL.

7. IN LIUE OF DESTRUCTIVE SITE INVESTIGATION, AE HAS

MADE ASSUMPTIONS SURROUNDING THE EXISTING

ROOFING SYSTEM AT TIME OF CONSTRUCTION BASED ON

VA PROVIDED DOCUMENTATION. COORDINATE WITH VA

COR AND ALERT THEM OF ANY DISCREPANCIES BETWEEN

THE EXISTING CONDITIONS AND THE CONTRACT

DOCUMENTS. THE DESIGN INTENT IS TO MATCH AND

INTEGRATE INTO THE EXISTING CONDITIONS AT THE TIME

OF CONSTRUCTION.

1 2 3 4 5 6 7

A

B

C

D

RTU-11 EXISTING ROOF VENT

EXISTING ROOF VENT

NEW ROOF HATCH AND LADDER WITH

SAFETY RAILING AND LADDER ASSIST POST.

13' - 1 3/4"

22"X42" ROOF OPENING, PER MECH8"X42" ROOF OPENING, PER MECH

NEW WALKWAY PAD

ENGINEERING DISCIPLINE: 16

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD, SALEM, VA 24153

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building No.

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

Department of Veteran Affairs

STAMP:

BID SET

REPLACE BUILDING 16 HVAC 658-24-106

Floor No.

Dwg.

DAV ENERGY SOLUTIONS

2207 GARNET AVE, SUITE I

SAN DIEGO, CA 92109

619-770-8552

WWW.DAVENERGY.COM

02/28/2025

ROOF PLAN

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

MK AJ02/28/2025

AE102

PROJECT

NORTH

TRUE NORTH

(DASHED)

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

1 NEW ROOFTOP AIR HANDLING UNIT

1/4" = 1'-0"

ROOF PLAN

2x2 ACOUSTICAL CEILING TILE

GYPSUM BOARD ON METAL STUDS

DIFFUSER PER MECHANICAL

(SIZE & PROPORTION MAY VARY)

LIGHT FIXTURE PER ELECTRICAL

(SIZE & PROPORTION MAY VARY)

AREA SHOWN

PROJECT

NORTH

TRUE NORTH

(DASHED)

1. REMOVE AND STORE ANY CEILING TILES AND/OR ACT

SUSPENSION GRID SYSTEM COMPONENTS WHERE

REQUIRED TO COMPLETE ABOVE CEILING MECHANICAL

AND ELECTRICAL WORK. REINSTALL AFTER DISCIPLINE

WORK IS COMPLETE. REPLACE ANY DAMAGED TILES OR

SUSPENSION GRID SYSTEM COMPONENTS TO MATCH

EXISTING.

2. REMOVE ANY CEILING OR WALL MOUNTED EQUIPMENT, AS

REQUIRED TO COMPLETE OTHER WORK. STORE UNTIL

READY FOR REINSTALLATION.

1 2 3 4 5 6 7

A

B

C

D

OFFICE

10C

WOMEN

10A

MEN

10B

OFFICE

HOUSE KEEPING

EEO / OFFICE

PGM ASST OFFICE

CORRIDOR

OFFICE

CLINICAL CO -

ORDR OFFICE

OFFICE

OFFICE

OFFICE

EDUCATION

OFFICE

3A

OFFICE

OFFICE

CONFERENCE RM

OFFICE

OFFICE

AE301

AE301

ACT 2x2

8' - 1 1/2" AFF

ACT 2x2

8' - 1 1/2" AFF

ACT 2x2

8' - 1 1/2" AFF

36"

A-501

Sim

GYP

9' - 7 1/2" AFF

GYP

9' - 7 1/2" AFF

GYP

9' - 7 1/2" AFF

GYP

9' - 7 1/2" AFF

GYP

9' - 7 1/2" AFF

GYP

9' - 7 1/2" AFF

GYP

9' - 7 1/2" AFF

GYP

9' - 7 1/2" AFF

ENGINEERING DISCIPLINE: 16

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD, SALEM, VA 24153

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building No.

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

Department of Veteran Affairs

STAMP:

BID SET

REPLACE BUILDING 16 HVAC 658-24-106

Floor No.

Dwg.

DAV ENERGY SOLUTIONS

2207 GARNET AVE, SUITE I

SAN DIEGO, CA 92109

619-770-8552

WWW.DAVENERGY.COM

02/28/2025

FIRST FLOOR CEILING PLAN

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

MK AJ02/28/2025

AC101

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

PROJECT

NORTH

TRUE NORTH

(DASHED)

1 INSTALL NEW ACT CEILING.

2 PATCH EXISTING GYP CEILING AS NEEDED WHERE

NEW OPENING OCCURS.

1/4" = 1'-0"

CEILING PLAN

3. TEMPORARILY PROVIDE FIRE PROTECTION WHERE

CEILING IS DOWN BY ADJUSTING THE EXISTING FIRE

SPRINKLERS HEADS AS REQUIRED TO MEET VA AND NFPA

REQUIREMENTS.

LEVEL 1

0' - 0"

LEVEL 1

0' - 0"

ROOF PLAN

12' - 7"

LEVEL 4

14' - 7 1/2"

10A

AE301

LEVEL 1

0' - 0"

ROOF PLAN

12' - 7"

LEVEL 4

14' - 7 1/2"

AE301

10A

SECURITY DOOR

ENGINEERING DISCIPLINE: 16

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD, SALEM, VA 24153

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building No.

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

Department of Veteran Affairs

STAMP:

BID SET

REPLACE BUILDING 16 HVAC 658-24-106

Floor No.

Dwg.

DAV ENERGY SOLUTIONS

2207 GARNET AVE, SUITE I

SAN DIEGO, CA 92109

619-770-8552

WWW.DAVENERGY.COM

02/28/2025

BUILDING SECTIONS

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

MK AJ02/28/2025

AE301

GENERAL NOTES

1. GENERAL NOTES HERE.

1/2" = 1'-0"

ROOM 10A - LADDER AND ROOF HATCH - EAST-WEST

1/2" = 1'-0"

ROOM 10A - LADDER AND ROOF HATCH - NORTH-SOUTH

FASTEN AT BOTH

ENDS WITH MIN 4

TAPPING SCREWS

GENERAL NOTES:

1. CONTRACTOR SHALL COORDINATE LOCATIONS OF

HORIZONTAL FASTENERS

2. ALL WALL MOUNTED EQUIPMENT SHALL HAVE METAL

BLOCKING IN WALL BEHIND. ENSURE ALL REQUIRED

BACKING IS INSTALLED PRIOR TO INSTALLING GYP.

PLAN VIEW

ISOMETRIC VIEW

WALL FINISH

VERTICAL WALL STUDS

@ 16" OR 24" OC

CUT HORIZONTAL

FASTENER FROM STUD

GENERAL NOTES:

1. WOOD NAILERS MUST BE INSTALLED WITH SUITABLE

FASTENERS TO MEET APPLICABLE BUILDING CODES.

2. GRANULES MUST BE EMBEDDED WHEN THERMALLY

FUSING GRANULE SUFACED CAP SHEET.

3. FLASHING LAPS MUST BE OFFSET FROM FIELD LAPS

BY A MINIMUM OF 12".

4. NOT TO BE SET UNTIL THE ROOF MEMBRANE AND

FLASHING HAVE BEEN INSTALLED.

SUBSTRATE

FOUR PLY BUILT-UP ROOF

MODIFIED BITUMEN GRANULE SURFACED CAP SHEET

INTERPLY REQUIRED FOR 15 - 20 YEAR SYSTEMS

FLASHING FROM ROOF HATCH

FASTENER 12" O.C. MAX

WITH SEALANT

ROOF HATCH METAL CURB

INSULATION

COVER BOARD (AS REQUIRED)

TRANSITION CLIP

BRACING AS REQUIRED

GRID SYSTEM

EXISTING WALL

EXISTING WINDOW

ACOUSTICAL PANEL

CHANNEL

12"

A-501

4 Sim

APPLY AT JOINT BRAND PAPER JOINT TAPE

APPLY ACOUSTICAL SEALANT AT

PERIMETER JOINTS, TYPICAL.

MOLDING ANGLE, SECURE TO

WALL WITH APPROPRIATE

FASTENER, TYPICAL.

SCREW GYPSUM BOARD TO ANGLE

MOLDING

J-BEAD

HANGER WIRE

SUSPENSION MAIN TEE

SUSPENSION CROSS TEE

5/8" GWB

EXISTING CONCRETE DECK

MODIFIED BITUMEN GRANULE SURFACED CAP SHEET

INTERPLY REQUIRED FOR 15 - 20 YEAR SYSTEMS

INSULATION

COVER BOARD (AS REQUIRED)

FOUR PLY BUILT-UP ROOF

3/4"

MTL COUNTER-FLASHING 3" MIN FACE

1X4 WOOD NAILER, BY OTHERS

FASTEN

GASKETED FASTENER

3" MIN 3" MIN

INSULATION

MTL CURB, BY OTHERS

GENERAL NOTES:

1. WOOD NAILERS MUST BE INSTALLED WITH SUITABLE

FASTENERS TO MEET APPLICABLE BUILDING CODES.

2. GRANULES MUST BE EMBEDDED WHEN THERMALLY

FUSING GRANULE SUFACED CAP SHEET.

3. FLASHING LAPS MUST BE OFFSET FROM FIELD LAPS

BY A MINIMUM OF 12".

4. NOT TO BE SET UNTIL THE ROOF MEMBRANE AND

FLASHING HAVE BEEN INSTALLED.

ENGINEERING DISCIPLINE: 16

SALEM VA MEDICAL CENTER

1970 ROANOKE BLVD, SALEM, VA 24153

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building No.

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

Department of Veteran Affairs

STAMP:

BID SET

REPLACE BUILDING 16 HVAC 658-24-106

Floor No.

Dwg.

DAV ENERGY SOLUTIONS

2207 GARNET AVE, SUITE I

SAN DIEGO, CA 92109

619-770-8552

WWW.DAVENERGY.COM

02/28/2025

DETAILS

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

MK AJ02/28/2025

A-501

NOT TO SCALE

TYPICAL BLOCKING DETAIL

6" = 1'-0"

FLASHING @ ROOF HATCH

1 1/2" = 1'-0"

TYP SOFFIT WINDOW DETAIL

6" = 1'-0"

TYP SOFFIT CONNECTION TO WALL

3" = 1'-0"

FLASHING @ MTL CURB

GENERAL NOTES

1. IN LIUE OF DESTRUCTIVE SITE INVESTIGATION, AE HAS

MADE ASSUMPTIONS SURROUNDING THE EXISTING

ROOFING SYSTEM AT TIME OF CONSTRUCTION BASED ON

VA PROVIDED DOCUMENTATION. COORDINATE WITH VA

COR AND ALERT THEM OF ANY DISCREPANCIES BETWEEN

THE EXISTING CONDITIONS AND THE CONTRACT

DOCUMENTS. THE DESIGN INTENT IS TO MATCH AND

INTEGRATE INTO THE EXISTING CONDITIONS AT THE TIME

OF CONSTRUCTION.

FP = 0.4SDSIPWP Hf Rμ

DESIGN BASIS

GRID ID

S#.#

GRID ID

SECTION NO.

SHEET NO. WHERE

SECTION IS SHOWN

S0.1

ELEVATION NO.

SHEET NO. WHERE

ELEVATION IS SHOWN

S#.#

DETAIL NO.

SHEET NO. WHERE

DETAIL IS SHOWN

GRID LINES - CENTER

GRID LINES - FACE

DETAIL INDICATOR

ELEVATION INDICATOR

SECTION INDICATOR

B. GRAVITY LOADS

1. AIR HANDLING UNIT

2. ROOF DEAD LOAD

3. ROOF LIVE LOAD

(REDUCIBLE)

C. SNOW LOAD

GROUND SNOW LOAD, pg

WINTER WIND PARAMETER

D. ICE LOAD

ICE THICKNESS: 1.04 in.

CONCURRENT TEMPERATURE:15°F

E. LATERAL LOADS

DEAD LOAD

2,473 LBS

UNIFORM LOAD

49 psf 0.35

1. WIND LOAD (ROOF TOP UNIT ONLY)

METHOD OF ANALYSIS DIRECTIONAL PROCEDURE

BASIC WIND SPEED 108 mph

EXPOSURE CATEGORY C

RISK CATEGORY II

FORCE COEFFICIENT GCr = 1.90 (AHU: HORIZANTAL)

GCr = 1.50 (AHU: UPLIFT)

SYMBOLS

2. EARTHQUAKE LOADS - NON-STRUCTURAL COMPONENTS

SEISMIC DESIGN FORCE

FACTOR FOR FORCE AMPLIFICATION Hf = 3.5 STRUCTURE DUCTILITY REDUCTION FACTOR Rμ = 1.3

COMPONENT RESONANCE DUCTILITY FACTOR CAR = 1.4

COMPONENT STRENGTH FACTOR Rpo = 2.0

RISK CATEGORY SEISMIC II

IMPORTANCE FACTOR IP=1.0

SITE CLASS D

SEISMIC DESIGN CATEGORY B

SITE COORDINATES

LATITUDE 32.274284

LONGITUDE -80.018752

SEISMIC PARAMETERS

SS = 0.23g S1 = 0.07g SDS = 0.18g SD1 = 0.098g

WP = EQUIPMENT WEIGHT

SHEET INDEX

SHEET NO. SHEET TITLE

S-001 STRUCTURAL COVER SHEET & STRUCTURAL NOTES

S-002 STRUCTURAL NOTES, VERIFICATION & INSPECTION SCHEDULES

S-101 STRUCTURAL ROOF PLAN

S-501 TYPICAL DETAILS

SUMMARY OF WORK

NEW AIR HANDLING UNIT (AHU) INSTALLATION AND ROOF PENETRATIONS. THE PROJECT IS LOCATED AT

1970 ROANOKE BLVD. SALEM, VA, 24153.

ABBREVIATIONS

STRUCTURAL NOTES

A. APPLICABLE CODES:

# NUMBER

& AND

= EQUAL, EQUALS

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AHJ AUTHORITY HAVING JURISDICTION

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

APA AMERICAN PLYWOOD ASSOCIATION

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AT/FP ANTI-TERRORISM/ FORCE PROTECTION

AWS AMERICAN WELDING SOCIETY

BTWN BETWEEN

BLW BELOW

BM BEAM

BLKG BLOCKING

BN BOUNDARY NAIL

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRG BEARING

BSFRM BASE FRAME

C CHANNEL

CE CARBON EQUIVALENT

CENT CENTERED

CFMF COLD-FORMED METAL FRAMING

CFS COLD-FORMED STEEL

CIP CAST IN PLACE

CJ CONTROL JOINT/CEILING JOIST

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECT, CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CORNER

CWB CAPILLARY WATERBARRIER

D DEEP, DEPTH

DEG DEGREE

DEM DEMOLISH, DEMOLITION

DEP DEPRESSED

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DL DEADLOAD

DO DITTO

DT DRAG TRUSS

DWG(S) DRAWINGS

DWL DOWEL

EA EACH

EF EACH FACE

EFF EFFECTIVE

ELEC ELECTRICAL

ELEV ELEVATION

EMBED EMBEDDED, EMBEDMENT

EN EDGE NAIL

EQ EQUAL

EQN EQUATION

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXIST EXISTING

EXT EXTERNAL, EXTERIOR

FF FAR FACE/FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FJ FLOOR JOIST

FRM FRAME

FRMG FRAMING

FN FIELD NAIL

FND FOUNDATION

FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FS FAR SIDE

FT, ' FOOT

FTG FOOTING

Fy YIELD STRESS

GA GAUGE

GLB GLUED LAMINATED BEAM

GT GIRDER TRUSS

GUSS GUSSET

GYP BD GYPSUM BOARD

HD HOLD DOWN

HDR HEADER

HGR HANGER

HK HOOK

HORIZ HORIZONTAL

HP HIGH POINT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATNG/ VENTILATING/ AIR CONDITIONING

I MOMENT OF INERTIA

IBC INTERNATIONAL BUILDING CODE

ICF INSULATED CONCRETE FORM

ID INSIDE DIAMETER

IN, " INCH

INCL INCLUDE

INFO INFORMATION

INS INSULATED, INSULATION

JST JOIST

K, KIPS THOUSAND POUNDS

L LENGTH, ANGLE

LB POUND

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATE, LOCATION

LONG LONGITUDINAL

LP LOW POINT

LW LIGHT WEIGHT

MAS MASONRY

MB MACHINE BOLT

MBR MEMBER

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MF MOMENT FRAME

MFR MANUFACTURER

MFG MANUFACTURING

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFY, MODIFIED

MFR MANUFACTURER

NF NEAR FACE

NOM NOMINAL

NS NEAR SIDE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND, OVERHEAD

OP OPERATING

OPNG OPENING

OWSJ OPEN WEB STEEL JOIST

P/C PIN CONNECTED

PAR PARALLEL

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PEN PENETRATION

PFJ PERIMETER FELT JOINT

PL PLATE

PLYWD PLYWOOD

PNL PANEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED, POINT, PRETENSIONED

REINF REINFORCING, REINFORCED

REQ REQUIRE

REQD REQUIRED

REQMT REQUIREMENT

RET RETURN, RETAINING

REV REVISION, REVISED

RF ROOF RFT RAFTERS

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT ROOF TRUSS

S SECTION MODULUS

SC SLIP CRITICAL

SCBRW SEGMENTAL CONCRETE BLOCK RETAINING WALL

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SECT SECTION

SEIS SEISMIC

SEOR STRUCTURAL ENGINEER OF RECORD

SEP SEPARATION

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SMS SHEET METAL SCREW

SOG SLAB ON GRADE

SPEC(S) SPECIFICATION(S)

SPRT SUPPORT

SQ SQUARE

SS STAINLESS STEEL

ST SNUG TIGHT

STD STANDARD

STIF/STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL, STRUCTURE

SUSP SUSPENDED

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

THK THICK, THICKNESS

TL TOTAL LOAD

TN TOE NAIL

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOGB TOP OF GRADE BEAM

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UFC UNITED FACILITES CRITERIA

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDTH, WEST, WIDE FLANGE

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WPT WORKING POINT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

x BY, TIMES

GENERAL NOTES

1. ALL MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL STANDARDS

AND APPLICABLE PROVISIONS OF THE CURRENT BUILDING CODES LISTED HEREIN. ASTM REFERENCES

ARE FROM THE LATEST ISSUE AND LATEST REVISION, UNLESS OTHERWISE NOTED.

2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AND SHALL BE RESPONSIBLE FOR CONDITIONS OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED

BY SUB-CONTRACTORS. ANY DISCREPANCIES AND/OR VARIATIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION OR

CONSTRUCTION.

3. THE CONTRACT STRUCTURAL DRAWINGS AND REPRESENT THE FINISHED STRUCTURE. UNLESS

OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, SHORING FOR THE EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES, ETC. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY

RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND

PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR THE ENGINEER SHALL NOT INCLUDE THE INSPECTION OF THE ABOVE ITEMS. CONSTRUCTION MATERIALS, PLACED ON STRUCTURAL MEMBERS, SHALL BE POSITIONED SUCH THAT THE LOADING DOES NOT EXCEED DESIGN LOADS LISTED

HEREIN.

4. DETAILS SHOWN ON DRAWINGS APPLY AT ALL LIKE CONDITIONS. THESE DRAWINGS SHOW ONLY

REPRESENTATIVE AND TYPICAL DETAILS TO ASSIST THE CONTRACTOR. THE DRAWINGS DO NOT

ILLUSTRATE EVERY CONDITION. ALL ATTACHMENT, CONNECTIONS, FASTENINGS, ETC. TO BE PROPERLY

SECURED IN CONFORMANCE WITH BEST PRACTICE, AND THE CONTRACTOR IS RESPONSIBLE FOR

PROVIDING AND INSTALLING THEM.

5. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES.

6. NO PIPES, CONDUITS, OR DUCTS SHALL BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY

DETAILED OR APPROVED BY THE ENGINEER.

7. REFER TO MECHANICAL DRAWINGS FOR ALL DIMENSIONAL INFORMATION AND NON-STRUCTURAL ITEMS

NOT SHOWN HEREIN, INCLUDING:

a. ALL FLOOR, ROOF, & WALL OPENINGS.

8. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ALL INFORMATION RELATED TO

MEP ITEMS & DISTRIBUTION SYSTEMS EXCEPT AS SHOWN OR NOTED HEREIN.

9. CONSTRUCTION MATERIALS, PLACED ON STRUCTURAL MEMBERS, SHALL BE POSITIONED SUCH THAT

THE LOADING DOES NOT EXCEED DESIGN LOADS LISTED HEREIN.

10. DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES IS THE

RESPONSIBILITY OF THE CONTRACTOR.

11. THE CAD DRAWING FILES ARE THE PROPERTY OF THE STRUCTURAL ENGINEER AND WILL NOT BE

RELEASED TO THE CONTRACTOR OR SUBCONTRACTORS FOR THEIR USE.

12. STRUCTURAL DRAWINGS TO BE USED IN CONJUNCTION WITH MECHANICAL DRAWINGS BY: DAVENERGY

SOLUTIONS

DEMOLITION NOTES

1. THESE PLANS REPRESENT INFORMATION TAKEN FROM THE ORIGINAL CONSTRUCTION DOCUMENTS

WHERE AVAILABLE AND SITE OBSERVATION. DURING DEMOLITION ALL CONDITIONS LISTED AS EXISTING ARE TO BE CONFIRMED IN THE FIELD. ALL CONDITIONS FOUND TO BE DIFFERENT FROM THE CONDITIONS REPRESENTED IN THESE PLANS AND THOSE OF OTHER DISCIPLINES ARE TO BE REPORTED TO THE

ENGINEER IMMEDIATELY.

2. THE CONTRACTOR SHALL SUPPLY ALL SHORING AND TEMPORARY BRACING AND STRUCTURAL

ENGINEERING NECESSARY TO PERFORM WORK EXCEPT WHERE SPECIFICALLY DETAILED IN THESE DRAWINGS. ALL ENGINEERING IS TO BE PERFORMED BY A CIVIL OR STRUCTURAL ENGINEER REGISTERED

IN THE STATE OF CALIFORNIA.

3. ALL BUILDING COMPONENTS SUCH AS ROOF BEAMS, GIRDERS AND SUB-PURLINS SHALL BE PROPERLY

SHORED AND BRACED AS DESIGNED PRIOR TO REMOVAL OF ANY SUPPORTING MEMBERS.

4. ALL TEMPORARY SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL NEW SUPPORTING FRAMING IS PROPERLY SECURED AND/OR ANCHORED IN PLACE AND EXISTING SHORED BUILDING COMPONENTS ARE

PROPERLY ATTACHED ACCORDING TO THE DETAILS SPECIFIED HEREIN.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF UTILITIES SHUTDOWN PRIOR TO DEMOLITION (I.E. GAS, WATER, ELECTRICAL SUPPLIES). ANY SHUTDOWN OF THE FIRE PROTECTION SYSTEM IS TO BE COORDINATED WITH THE LOCAL FIRE DEPARTMENT AND THE FIRE PROTECTION SYSTEM

CONSULTANT.

6. IN PREPARATION OF THESE DRAWINGS IT HAS BEEN NECESSARY TO ASSUME SOME AS-BUILT CONDITIONS TO EXIST TO COMPLETE THE DESIGN WORK. WHERE THESE ASSUMPTIONS ARE MADE THE CONDITION IS IDENTIFIED AS "ASSUMED" OR "VERIFY IN FIELD (V.I.F)" ON THE DRAWINGS. CONTRACTOR SHALL VERIFY THESE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE SEOR IF THE WORK

REQUIRES MODIFICATION OF THESE AS- BUILT CONDITIONS.

CAR

Rpo

STRUCTURAL OBSERVATION NOTES

1. THE OWNER SHALL EMPLOY THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM

STRUCTURAL OBSERVATION AS DEFINED IN IBC. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL. ALL DOCUMENTED OBSERVED DEFICIENCIES MUST BE RESOLVED FOR THE STRUCTURAL SYSTEM TO BE DEEMED IN COMPLIANCE WITH THE APPROVED PLANS & SPECIFICATIONS. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE AHJ A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFIED, REPORTED DEFICIENCIES HAVE, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE BEEN RESOLVED. THE CONTRACTOR SHALL CONTACT THE STRUCTURAL ENGINEER A MINIMUM OF 5 WORKING DAYS PRIOR TO THE PROJECT REACHING THE PRESCRIBED MILESTONES OF CONSTRUCTION LISTED BELOW.

ADDITIONALLY, WITHIN TWO DAYS AFTER THE START OF CONSTRUCTION, THE CONTRACT SHALL PROVIDE A PROJECT SCHEDULE TO THE STRUCTURAL ENGINEER OUTLINING THE ESTIMATED DATES THE STRUCTURAL

OBSERVATIONS WILL BE REQUIRED.

2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY SEOR FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT CONSTRUCTION STAGES

LISTED BELOW SPECIAL INSPECTIONS SHALL ALSO BE PROVIDED AS REQUIRED HEREIN.

3. THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE

WORK THAT ALLOW FOR CORRECTION OF THE DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OR

UNCOVERING OF THE WORK INVOLVED. AT A MINIMUM, THE FOLLOWING SIGNIFICANT CONSTRUCTION STAGES REQUIRE A SITE VISIT AND AN OBSERVATION REPORT FROM THE STRUCTURAL OBSERVER:

4. NO STRUCTURAL DETAILS ARE TO BE COVERED PRIOR TO STRUCTURAL OBSERVATION. CONTRACTOR SHALL SCHEDULE PROJECT ACCORDINGLY TO ALLOW ALL STRUCTURAL DETAILS TO BE OBSERVE DURING ONE OF

THE THREE STRUCTURAL OBSERVATIONS.

ITEMS TO BE OBSERVED:

1. ANCHORAGE OF DOWELS WITH EPOXY

(CONCRETE CURB)

A. FRAMING

CONSTRUCTION STAGES:

SHOP DRAWINGS/SUBMITTALS

1. THE FOLLOWING SUBMITTAL SHALL BE SUBMITTED TO THE SEOR PRIOR TO FABRICATION FOR APPROVAL:

2. STRUCTURAL FRAMING AND REINFORCING LISTS, QUANTITIES AND LENGTHS OF ALL MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS. THESE

ITEMS ARE NOT INCLUDED IN SEOR REVIEW.

3. REVIEW OF SHOP DRAWINGS BY THE SEOR IS FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS AND STRUCTURAL DESIGN INTENT. ALL ERRORS IN DETAILING, FABRICATION, AND FOR CORRECT FITTING OF ALL STRUCTURAL MEMBERS INCLUDING COORDINATION WITH OTHER TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER DO NOT CONSTITUTE CHANGE ORDERS. ANY PROPOSED CHANGES MUST BE SUBMITTED IN A LETTER OR DETAIL

TO THE SEOR FOR APPROVAL.

4. SHOP DRAWINGS SHALL BE SUBMITTED AT LEAST TWO WEEKS PRIOR TO THE SCHEDULED FABRICATION DATE. A DIGITAL SET CLEARLY MARKED WITH ANY COMMENTS WILL BE RETURNED TO THE CONTRACTOR.

5. ANY SHOP DRAWINGS SHALL BE INDEPENDENTLY CREATED BASED ON THE INFORMATION SHOWN IN THE

APPROVED STRUCTURAL DRAWINGS.

a. MIX DESIGN FOR:

i. CONCRETE

b. REINFORCING BAR LAYOUT FOR:

i. CONCRETE

CONCRETE

1. CEMENT SHALL CONFORM TO ASTM C150, TYPE II/V.

2. CONDUITS EMBEDDED HORIZONTALLY IN THE SLAB SHALL HAVE AN OUTSIDE DIAMETER NO GREATER THAN 1/3 THE THICKNESS OF THE SLAB. CONDUIT SHALL NOT BE EMBEDDED IN A SLAB THAT IS LESS THAN 3 1/2" THICK. EXCEPT FOR LOCAL OFFSETS, MIN. CLEAR DISTANCE BETWEEN CONDUITS SHALL BE 6". REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL PIPES, CONDUITS, ETC. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE BEAMS, FOOTINGS, OR SLABS, UNLESS SPECIFICALLY DETAILED IN

THESE PLANS, OR AS APPROVED BY THE STRUCTURAL ENGINEER.

3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33, 1 1/2" MAXIMUM SIZE.

AGGREGATES FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330, 1" MAXIMUM SIZE.

4. THE MAXIMUM CONCRETE SLUMP SHALL BE PER SCHEDULE BELOW PRIOR TO THE ADDITION OF ANY

PLASTICIZING ADMIXTURES.

5. ADMIXTURES MAY BE USED WITH PRIOR WRITTEN APPROVAL OF THE ENGINEER. APPROVAL MUST BE RECEIVED DURING THE BUILDING PERIOD. ADMIXTURES SHALL COMPLY WITH ASTM A494 AND BE OF THE TYPE THAT INCREASE THE WORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE

THE SPECIFIED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED).

6. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94.

7. ALL REINFORCING BARS AND INSERTS SHALL BE SECURED IN PLACE PRIOR TO CONCRETE, POUR.

8. NON-STRUCTURAL STEEL MEMBERS EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED. ALL

DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT.

9. LIGHT-WEIGHT CONCRETE FILL SHALL HAVE A MAXIMUM DRY DENSITY OF 110 pcf. ALL OTHER CONCRETE SHALL HAVE A MAXIMUM DRY DENSITY OF 150 pcf.

10. MINIMUM CONCRETE COMPRESSIVE STRENGTH AND MAXIMUM SLUMPS:

11. PROVIDE (2) #4 DIAGONAL BARS AT CORNERS OF ALL OPENINGS IN CONCRETE FLOORS AND ROOFS.

12. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS SHOWN ON PLANS AND IN TYPICAL DETAILS UNLESS SPECIFIED OTHERWISE. LOCATION OF JOINTS NOT SPECIFICALLY INDICATED SHALL BE REVIEWED BY THE

SEOR PRIOR TO PLACING REINFORCING STEEL.

13. DRY PACK SHALL BE ONE PART CEMENT AND 2 3/4 PARTS SAND WITH SUFFICIENT WATER TO HYDRATE CEMENT AND FORM A BALL SHOWING MOISTURE ON THE SURFACE WHEN SQUEEZED. IT SHALL BE RAMMED IN TIGHT TO MAXIMUM DENSITY ATTAINABLE, AND SHALL HAVE A MINIMUM STRENGTH OF 5000 PSI AT 28

DAYS.

14. NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 7,000 psi PER ASTM

C109. GROUT BASE PLATES AFTER PLUMBING OF COLUMN.

15. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4 INCH.

16. ALL CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECT TO FREEZING TEMPERATURES WHILE WET, SHALL HAVE A WATER CEMENT RATIO NOT EXCEEDING 0.45 BY WEIGHT AND SHALL CONTAIN ENTRAINED AIR PER ACI 613. SUCH CONCRETE SHALL INCLUDE EXTERIOR SLABS, PERIMETER FOUNDATIONS, EXTERIOR CURBS, ETC.

17. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, INCLUDING AGGREGATE GRADATION, FOR CONCRETE STRENGTH F'c > 2500 PSI.

MIN f'c

(28 DAYS) MAX SLUMP W/C

ALL NEW CONCRETE 3,000 psi 4" +/- 1" 0.55

*2500 PSI DESIGNED STRENGTH, SPECIAL INSPECTION NOT REQUIRED, SEE

INTERIOR FLOOR SLAB NOTES ON THIS SHEET FOR ADDITIONAL REQUIREMENTS

REINFORCING STEEL

1. METAL REINFORCING:

2. ALL REINFORCING SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE LATEST

ACI STANDARDS AND THE LATEST EDITION OF THE GOVERNING CODES HEREIN.

3. ALL REINFORCING SHALL BE ADEQUATELY SUPPORTED TO PREVENT DISPLACEMENT BY CONCRETE

PLACEMENT OR WORKERS.

4. FOR WELDING OF REINFORCING BARS SPECIAL INSPECTION IS REQUIRED. TESTING IS REQUIRED FOR

ALL WELDS THICKER THAN 5/16".

5. WHERE REINF. BARS ARE CALLED OUT TO BE CONTINUOUS (CONT.) PROVIDE CONTINUOUS BARS OR FULL SPLICES PER SPLICE TABLE SCHEDULE. IT IS CONTRACTOR'S OPTION TO PROVIDE CONTINUOUS

BARS WHERE SPLICES ARE SHOWN.

6. MESH SPLICES SHALL BE A MINIMUM OF TYPICAL GRID SPACING PLUS 2" (8" MINIMUM) MEASURED

BETWEEN CROSS WIRES.

7. PROVIDE MINIMUM CONCRETE COVER FOR REINFORCING IN ACCORDANCE WITH THE LATEST ACI

STANDARDS AND THE LATEST EDITION OF THE CURRENT BUIDLING CODE HEREIN:

8. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN

POSITION PRIOR TO PLACING CONCRETE OR GROUT.

9. FURNISH #3 SPACER TIES AT APPROXIMATELY 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO

SECURE REINFORCING IN PLACE, UNLESS OTHERWISE NOTED.

10. ALL REINFORCEMENT SHALL BE BENT COLD. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE

SHALL NOT BE FIELD BENT.

11. COORDINATE PLACEMENT OF CAST-IN-PLACE EMBEDS AND ANCHOR RODS. SET ANCHOR RODS WITH A

TEMPLATE. SECURELY ATTACH EMBED ITEMS TO FORMWORK OR REINFORCING.

12. PROVIDE CLASS "B" REINFORCEMENT SPLICES FOR CONTINUOUS REINFORCEMENT. PROVIDE

STANDARD 90-DEGREE HOOKS IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE.

13. DO NOT WELD OR BEND REINFORCEMENT IN THE FIELD UNLESS SPECIFICALLY SHOWN OR APPROVED

BY STRUCTURAL ENGINEER.

14. WHERE REQUIRED, PROVIDE…