S02 DWGS PART 2_649_18_106.pdf

SPRINKLER SYSTEM DESIGN DATA

SYSTEM TYPE

SPACE

OCCUPANCY TYPE

DESIGN AREA

DESIGN DENSITY HOSE STREAM

GPM/SF

SF

GPM

WET

ALL AREAS U.N.O.

NOTES: 1. SEMI-RECESSED PENDENT OR SEMI-RECESSED SIDEWALL HEADS TO BE USED UNDER ALL SUSPENDED CEILINGS.

LIGHT HAZARD 0.10

1. AUTOMATIC FIRE SPRINKLER SYSTEM DESIGN, ENGINEERING AND INSTALLATION AS INDICATED ON THIS PLAN SHALL COMPLY WITH NFPA

13 (2016 EDITION), NFPA 101 (2018 EDITION), VA FIRE PROTECTION DESIGN MANUAL (SEVENTH EDITION) AND OTHER APPLICABLE CODES

AND STANDARDS AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ).

2. CONTRACTOR TO COMPLETELY REMOVE EXISTING AUTOMATIC SPRINKLER SYSTEM PIPING AND ASSOCIATED EQUIPMENT, INCLUDING, BUT NOT LIMITED TO, DRY-PIPE VALVES, ALARM CHECK VALVES, ISOLATION VALVES, PIPING AND HANGERS, ETC. START OF DEMOLITION

SHALL COMMENCE AT THE BASE OF THE EXISTING AUTOMATIC SPRINKLER RISERS. BLIND FLANGE THE TERMINATION POINTS OF WHERE

EXISTING PIPING REMAINS.

3. CONTRACTOR TO PROVIDE WET-PIPE AUTOMATIC SPRINKLER SYSTEMS FOR THE AREAS SHOWN ON THESE DESIGN DOCUMENTS. NEW

SYSTEM PIPING SHALL BE CONNECTED AT THE NEW POINTS OF CONNECTIONS AT EACH BUILDING. ALL NEW SPRINKLER AREAS SHALL

CONFORM TO EXISTING FIRE, SMOKE AND FIRE ALARM ZONES.

4. PROVIDE FM-GLOBAL APPROVED AUTOMATIC SPRINKLERS AS INDICATED IN THE TABLE ON THIS DRAWING. REDUCTION IN DESIGN AREA

IS ALLOWED PER NFPA 13.

5. ALL MATERIALS AND DEVICES USED IN THIS PROJECT SHALL BE UL-LISTED AND/OR FM-APPROVED FOR USE IN AUTOMATIC SPRINKLER

SYSTEMS.

6. ALL SPRINKLER PIPING PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED WITH A UL-APPROVED THROUGH

PENETRATION FIRE STOP ASSEMBLY.

7. ALL AUTOMATIC SPRINKLER PIPING INSTALLED UNDER THIS CONTRACT SHALL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH

NFPA 13 AND OTHER APPLICABLE NFPA STANDARDS, STATE AND LOCAL CODES.

8. SPRINKLER PIPE HANGERS SHALL BE UL-APPROVED. THE SPRINKLER INSTALLATION CONTRACTOR SHALL PROVIDE PIPE HANGERS AS

REQUIRED BY NFPA 13.

9. SEISMIC BRACING SHALL BE PROVIDED FOR ALL AUTOMATIC SPRINKLER SYSTEMS IN ACCORDANCE WITH NFPA 13, 2016 EDITION, AND

PROJECT SPECIFICATIONS.

1,500

DATE OF TEST: AUGUST 21, 2018

TIME OF TEST: 9:15 AM

FLOW HYDRANT: HYDRANT #27

PRESSURE HYDRANT: HYDRANT #26

STATIC PRESSURE: 65 PSI

RESIDUAL PRESSURE: 38 PSI

PITOT PRESSURE: 30 PSI

2-1/2" HYDT BUTT

WATERFLOW: 920 GALLONS

SPRINKLER HEAD TYPE

QUICK RESPONSE, K-5.6 OR 8.0

QUICK RESPONSE, K-5.6 OR 8.0

ORDINARY TEMPERATURE

155F OR 200F

(NOTE 1)

HATCHED AREAS - ORDINARY

HAZARD GROUP 1 AUTOMATIC

SPRINKLER DESIGN 155° F OR 200° F

QUICK RESPONSE, k-5.6 OR k-8.0

HEADS.

HATCHED AREAS - ORDINARY

HAZARD GROUP 2 AUTOMATIC

SPRINKLER DESIGN 155° F QUICK

RESPONSE, k-5.6 OR k-8.0 HEADS.

WET

ORDINARY HAZARD GROUP 1 0.15

1,500

WET

ORDINARY HAZARD GROUP 2 0.20

1,500

QUICK RESPONSE, K-5.6 OR 8.0

ORDINARY TEMPERATURE

MECHANICAL

ELECTRICAL

STORAGE

CLEAN STORAGE

FLAMMABLE STORAGE

NON HATCHED AREAS - LIGHT

HAZARD AUTOMATIC SPRINKLER

DESIGN 155° F QUICK RESPONSE,

k-5.6 OR k-8.0 HEADS.

*ABOVE HYDRANT TEST IS VALID 1 YEAR FROM TIME

OF TEST. CONTRACTOR TO PROVIDE UPDATED WATER TEST

INFORMATION AS PART OF SHOP DRAWING SUBMITTAL.

AUTOMATIC SPRINKLER SYSTEM NOTES:

WATER SUPPLY TEST:

WATER SUPPLY TEST HYDRANT LOCATIONS

WET-PIPE AUTOMATIC SPRINKLER SYSTEM RISER

FIRE SPRINKLER

COVER SHEET

FX001

19, 20 & 42

O f f i c e o f

F a c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

LEGEND

DN

REF.

DN

UNISEX TOILET

HAC

MECHANICAL

TELLER

VAULT / RECORD /

STORAGE

R A

M P

R A

CORRIDOR

SECURITY

OPEN OFFICE

WAITING ROOM

BREAKROOM

ATM ROOM

ELEC. / IT

HATCHED AREAS - ORDINARY

HAZARD GROUP 1 AUTOMATIC

SPRINKLER DESIGN 155° F OR 200° F

QUICK RESPONSE, k-5.6 OR k-8.0

HEADS.

HATCHED AREAS - ORDINARY

HAZARD GROUP 2 AUTOMATIC

SPRINKLER DESIGN 155° F QUICK

RESPONSE, k-5.6 OR k-8.0 HEADS.

NON HATCHED AREAS - LIGHT

HAZARD AUTOMATIC SPRINKLER

DESIGN 155° F QUICK RESPONSE,

k-5.6 OR k-8.0 HEADS.

WET-PIPE AUTOMATIC SPRINKLER SYSTEM RISER

FIRST FLOOR

FIRE SPRINKLER PLAN

19-FX101

19-FX101

SCALE: 1/4" = 1'-0"

FIRST FLOOR FIRE SPRINKLER PLAN

GENERAL NOTES

LEGEND

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

1. PROVIDE WET-PIPE AUTOMATIC SPRINKLER

SYSTEM AS SHOWN ON THIS DRAWING.

0'

SCALE: 1/4" = 1'-0"

8'4'2'

1. PROVIDE DRY-HORIZONTAL SIDEWALL

SPRINKLERS IN THESE AREAS.

# KEY NOTES

UP R

E

F

UP

ELEVATOR

PUMP ROOM

CONTROL

WOMEN

MEN

IT / COMM

STUDIO OFFICE

STAIR

CORRIDOR

HUDDLE SPACE

BREAK ROOM

VETERANS HISTORIC

PROJECT

STAIR

CORRIDOR

STUDIO

MECHANICAL ROOM

ELECTRICAL ROOM

HATCHED AREAS - ORDINARY

HAZARD GROUP 1 AUTOMATIC

SPRINKLER DESIGN 155° F OR 200° F

QUICK RESPONSE, k-5.6 OR k-8.0

HEADS.

HATCHED AREAS - ORDINARY

HAZARD GROUP 2 AUTOMATIC

SPRINKLER DESIGN 155° F QUICK

RESPONSE, k-5.6 OR k-8.0 HEADS.

NON HATCHED AREAS - LIGHT

HAZARD AUTOMATIC SPRINKLER

DESIGN 155° F QUICK RESPONSE,

k-5.6 OR k-8.0 HEADS.

WET-PIPE AUTOMATIC SPRINKLER SYSTEM RISER

BASEMENT

FIRE SPRINKLER PLAN

20-FX101

20-FX101

SCALE: 1/4" = 1'-0"

BASEMENT FIRE SPRINKLER PLAN

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

LEGEND

GENERAL NOTES

1. PROVIDE WET-PIPE AUTOMATIC SPRINKLER

SYSTEM AS SHOWN ON THIS DRAWING.

1. PROVIDE FLOOR CONTROL VALVE ASSEMBLY.

2. PROVIDE STANDARD RESPONSE,

INTERMEDIATE TEMPERATURE, HORIZONTAL

SIDEWALL SPRINKLER IN THE ELEVATOR PIT.

INSTALL SEPARATE SPRINKLER CONTROL

VALVE FOR THIS SPRINKLER HEAD.

3. PROVIDE STANDARD RESPONSE,

INTERMEDIATE TEMPERATURE SPRINKLER

HEADS IN ELEVATOR EQUIPMENT ROOM (THIS

SUPERSEDES LEGEND NOTES FOR THIS AREA

ONLY).

# KEYNOTES

0'

SCALE: 1/4" = 1'-0"

8'4'2'

UP

REF.

UP

LIBRARY

WOMEN

MEN

HAC

R A

R A

OFFICE - LIBRARIAN

VETERANS

ORIENTATION

STAIR

HPDP OFFICE

MHV OFFICE

PRINTER / FAX AREA

CORRIDOR

BREAKROOM

CORRIDOR

CORRIDOR

STORAGE

STORAGE

ELEVATOR

HATCHED AREAS - ORDINARY

HAZARD GROUP 1 AUTOMATIC

SPRINKLER DESIGN 155° F OR 200° F

QUICK RESPONSE, k-5.6 OR k-8.0

HEADS.

HATCHED AREAS - ORDINARY

HAZARD GROUP 2 AUTOMATIC

SPRINKLER DESIGN 155° F QUICK

RESPONSE, k-5.6 OR k-8.0 HEADS.

NON HATCHED AREAS - LIGHT

HAZARD AUTOMATIC SPRINKLER

DESIGN 155° F QUICK RESPONSE,

k-5.6 OR k-8.0 HEADS.

WET-PIPE AUTOMATIC SPRINKLER SYSTEM RISER

FIRST FLOOR

FIRE SPRINKLER PLAN

20-FX102

20-FX102

SCALE: 1/4" = 1'-0"

FIRST FLOOR FIRE SPRINKLER PLAN

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

LEGEND

1. PROVIDE FLOOR CONTROL VALVE ASSEMBLY.

2. PROVIDE DRY-HORIZONTAL SIDEWALL

SPRINKLERS IN THESE AREAS.

1. PROVIDE WET-PIPE AUTOMATIC SPRINKLER

SYSTEM AS SHOWN ON THIS DRAWING.

0'

SCALE: 1/4" = 1'-0"

8'4'2'

GENERAL NOTES

R E

F

OFFICE / MULTI

PURPOSE

MEN

WOMEN

TRAINING AREA

BREAKROOM

SLM OFFICE

AO OFFICE

AV CLOSET

STAIR

PRINT / COPY

SRC OFFICE

CAC OFFICE

STAIR

CORRIDOR

CORRIDOR

MECH.

CHASE

ELEVATOR

HATCHED AREAS - ORDINARY

HAZARD GROUP 1 AUTOMATIC

SPRINKLER DESIGN 155° F OR 200° F

QUICK RESPONSE, k-5.6 OR k-8.0

HEADS.

HATCHED AREAS - ORDINARY

HAZARD GROUP 2 AUTOMATIC

SPRINKLER DESIGN 155° F QUICK

RESPONSE, k-5.6 OR k-8.0 HEADS.

NON HATCHED AREAS - LIGHT

HAZARD AUTOMATIC SPRINKLER

DESIGN 155° F QUICK RESPONSE,

k-5.6 OR k-8.0 HEADS.

WET-PIPE AUTOMATIC SPRINKLER SYSTEM RISER

SECOND FLOOR

FIRE SPRINKLER PLAN

20-FX103

20-FX103

SCALE: 1/4" = 1'-0"

SECOND FLOOR FIRE SPRINKLER PLAN

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

GENERAL NOTES

LEGEND

1. PROVIDE FLOOR CONTROL VALVE ASSEMBLY.

1. PROVIDE WET-PIPE AUTOMATIC SPRINKLER

SYSTEM.

0'

SCALE: 1/4" = 1'-0"

REF.

DN

TRAINING ROOM

SECURE TRAINING

ROOM

LOBBY

STORAGE

TMS OFFICE

TRAINING SPECIALIST

WOMEN

MEN

MECHANICAL

ELEC.

IT / COMM

BREAK ROOM

COPIER

VENDING

CORRIDOR

CORRIDOR

R A

R A

HAC

AV CLOSET

CORRIDOR

HATCHED AREAS - ORDINARY

HAZARD GROUP 1 AUTOMATIC

SPRINKLER DESIGN 155° F OR 200° F

QUICK RESPONSE, k-5.6 OR k-8.0

HEADS.

HATCHED AREAS - ORDINARY

HAZARD GROUP 2 AUTOMATIC

SPRINKLER DESIGN 155° F QUICK

RESPONSE, k-5.6 OR k-8.0 HEADS.

NON HATCHED AREAS - LIGHT

HAZARD AUTOMATIC SPRINKLER

DESIGN 155° F QUICK RESPONSE,

k-5.6 OR k-8.0 HEADS.

WET-PIPE AUTOMATIC SPRINKLER SYSTEM RISER

FIRST FLOOR

FIRE SPRINKLER PLAN

42-FX101

42-FX101

SCALE: 3/16" = 1'-0"

FIRST FLOOR FIRE SPRINKLER PLAN

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

4' 8'0 2'

SCALE:3/16"=1'-0"

LEGEND

1. PROVIDE DRY-HORIZONTAL SIDEWALL

SPRINKLERS IN THESE AREAS.

1. PROVIDE WET-PIPE AUTOMATIC SPRINKLER

SYSTEM.

GENERAL NOTES

THRUST BLOCK

DO NOT POUR SOLID

FINISHED FLOOR SLAB

BLACK STEEL PIPE

TAMPER SWITCH

UL LISTED OR FM APPROVED

BACKFLOW DEVICE

FLOW SWITCH

MAIN DRAIN

DRAIN TO DAYLIGHT

3' - 0"

EXTERIOR WALL

PRESSURE GAUGE

PRESSURE GAUGE

FLEXIBLE COUPLING

D.I. UNDG UNDER BLDG

TAMPER SWITCH

MAXIMUM

GR. X GR. BUTTERFLY VA.

W/ TAMPER SWITCH

T O

S U

P P

L Y

R

I S

E R

D R

A I N

300 lb. PRESSURE

FLOW SWITCH

SYSTEM

GAUGE

TO

TEST AND DRAIN WITH

RELIEF VALVE

EXTERIOR WALL

TAMPER SWITCH

TAMPER SWITCH

UL LISTED OR FM APPROVED

BACKFLOW DEVICE

BLACK STEEL PIPE

FINISHED FLOOR SLAB

DO NOT POUR SOLID

THRUST BLOCK

D.I. UNDG UNDER BLDG

FLEXIBLE COUPLING

PRESSURE GAUGE

PRESSURE GAUGE

MAXIMUM

MAIN DRAIN

DRAIN TO DAYLIGHT

TO BSMT FLOOR

CONTROL ASSEMBLY

TO STAIRWELL FLOOR

CONTROL ASSEMBLY

3' - 0"

FIRE SPRINKLER DETAILS

FX500

RDLJAM

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

FX-500

SCALE: N.T.S. (ACTUAL LAYOUT MAY VARY)

WET PIPE RISER DETAIL (Bldg.'s 19 & 42)

FX-500

SCALE: N.T.S.

FLOOR CONTROL ASSEMBLY

FX-500

SCALE: N.T.S. (ACTUAL LAYOUT MAY VARY)

WET PIPE RISER DETAIL (Bldg. 20)

19, 20 & 42

C

C

C

C

C

C

C

FACPMAP

DN

DN

REF.

DN

UNISEX TOILET

HAC

MECHANICAL

TELLER

VAULT / RECORD /

STORAGE

R A

R A

CORRIDOR

SECURITY

OPEN OFFICE

WAITING ROOM

BREAKROOM

ATM ROOM

ELEC. / IT

DOC

TS

FSTS

P

WP

P

XX

C

XX

C

TS

FS

FACP

LEGEND:

FIRE ALARM CONTROL PANEL

FRAMED GRAPHIC MAP

DOCUMENT CABINET

MANUAL PULL STATION

SMOKE DETECTOR

DUCT = DUCT SMOKE S-SUPPLY;R-RETURN

HEAT DETECTOR

MONITOR MODULE - TAMPER SWITCH

MONITOR MODULE - FLOW SWITCH

MONITOR MODULE

CONTROL MODULE

SURGE SUPPRESSOR

SPEAKER/STROBE, CEILING MOUNT

XX=CANDELA

STROBE, CEILING MOUNT

XX=CANDELA

WEATHERPROOF HORN/STROBE

EOL END OF LINE RESISTOR

SS

MM

CM

H

MAP

DOC

WP

FIRST FLOOR

FIRE ALARM PLAN

19-FA101

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

19-FA101

SCALE: 1/4" = 1'-0"

FIRST FLOOR FIRE ALARM PLAN

0'

F

UP

ELEVATOR

PUMP ROOM

CONTROL

WOMEN

MEN

IT / COMM

STUDIO OFFICE

STAIR

CORRIDOR

HUDDLE SPACE

BREAK ROOM

VETERANS HISTORIC

PROJECT

STAIR

CORRIDOR

STUDIO

MECHANICAL ROOM

ELECTRICAL ROOM

P

C

C

C

C

CMCMCMCM

MM

P

C

C

C

C

C

H

P R

I M

A R

Y

A L

T E

R N

A T

E

H A

T

S H

U N

T

TS

FS TS

TS

S AHU 1

R AHU 1

TS

TS

KEY NOTES:

1. PROVIDE INTERFACE TO AUXILIARY SOUND

SYSTEM TO SHUT DOWN ON ALARM. SYSTEM

SHALL AUTOMATICALLY RESET UPON RESET

OF FIRE ALARM SYSTEM WITHOUT MANUAL

INTERVENTION.

2. INSTALL HEAT DETECTOR WITHIN 24 INCHES

OF EACH SPRINKLER. FIELD COORDINATE

LOCATION AND QUANTITY.

P

XX

C

XX

C

TS

FS

FACP

LEGEND:

FIRE ALARM CONTROL PANEL

FRAMED GRAPHIC MAP

DOCUMENT CABINET

MANUAL PULL STATION

SMOKE DETECTOR

DUCT = DUCT SMOKE S-SUPPLY;R-RETURN

HEAT DETECTOR

MONITOR MODULE - TAMPER SWITCH

MONITOR MODULE - FLOW SWITCH

MONITOR MODULE

CONTROL MODULE

SURGE SUPPRESSOR

SPEAKER/STROBE, CEILING MOUNT

XX=CANDELA

STROBE, CEILING MOUNT

XX=CANDELA

WEATHERPROOF HORN/STROBE

EOL END OF LINE RESISTOR

SS

MM

CM

H

MAP

DOC

WP

BASEMENT

FIRE ALARM PLAN

20-FA101

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

20-FA101

SCALE: 1/4" = 1'-0"

BASEMENT FIRE ALARM PLAN

0'

REF.

UP

LIBRARY

WOMEN

MEN

HAC

R A

R A

OFFICE - LIBRARIAN

VETERANS

ORIENTATION

STAIR

HPDP OFFICE

MHV OFFICE

PRINTER / FAX AREA

CORRIDOR

BREAKROOM

CORRIDOR

CORRIDOR

STORAGE

STORAGE

ELEVATOR

P

P

P

C

C

C

C

C

C

C

C

P

C

F A

C P

M A

P

C

C

D O

C

FSTS

CM

CM CM

WP

C

P

XX

C

XX

C

TS

FS

FACP

LEGEND:

FIRE ALARM CONTROL PANEL

FRAMED GRAPHIC MAP

DOCUMENT CABINET

MANUAL PULL STATION

SMOKE DETECTOR

DUCT = DUCT SMOKE S-SUPPLY;R-RETURN

HEAT DETECTOR

MONITOR MODULE - TAMPER SWITCH

MONITOR MODULE - FLOW SWITCH

MONITOR MODULE

CONTROL MODULE

SURGE SUPPRESSOR

SPEAKER/STROBE, CEILING MOUNT

XX=CANDELA

STROBE, CEILING MOUNT

XX=CANDELA

WEATHERPROOF HORN/STROBE

EOL END OF LINE RESISTOR

SS

MM

CM

H

MAP

DOC

WP

KEY NOTES:

1. COORDINATE WITH MECHANICAL

CONTRACTOR FOR INTERFACE TO

COMBINATION FIRE SMOKE DAMPERS.

INSTALL DETECTION AND NECESSARY RELAY

INTERFACE AT EACH DAMPER AS REQUIRED

FOR COMPLETE CONTROL. IF DETECTOR

REQUIRES A MINIMUM AIRFLOW FOR LISTED

OPERATION, DAMPER SHALL CLOSE

WHENEVER HVAC UNIT IS OFF. PROVIDE

REQUIRED MONITORING OF HVAC.

FIRST FLOOR

FIRE ALARM PLAN

20-FA102

20-FA102

SCALE: 1/4" = 1'-0"

FIRST FLOOR FIRE ALARM PLAN

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

0'

SCALE: 1/4" = 1'-0"

8'4'2'

R E

F

OFFICE / MULTI

PURPOSE

MEN

WOMEN

TRAINING AREA

BREAKROOM

SLM OFFICE

AO OFFICE

AV CLOSET

STAIR

PRINT / COPY

SRC OFFICE

CAC OFFICE

STAIR

CORRIDOR

CORRIDOR

MECH.

CHASE

ELEVATOR

P

C

C

C

C

C

C

C

C

P

C

FSTS

CM CM

CM CM

KEY NOTES:

1. PROVIDE INTERFACE TO AUXILIARY SOUND

SYSTEM TO SHUT DOWN ON ALARM. SYSTEM

SHALL AUTOMATICALLY RESET UPON RESET

OF FIRE ALARM SYSTEM WITHOUT MANUAL

INTERVENTION.

2. COORDINATE WITH MECHANICAL

CONTRACTOR FOR INTERFACE TO

COMBINATION FIRE SMOKE DAMPERS.

INSTALL DETECTION AND NECESSARY RELAY

INTERFACE AT EACH DAMPER AS REQUIRED

FOR COMPLETE CONTROL. IF DETECTOR

REQUIRES A MINIMUM AIRFLOW FOR LISTED

OPERATION, DAMPER SHALL CLOSE

WHENEVER HVAC UNIT IS OFF. PROVIDE

REQUIRED MONITORING OF HVAC UNITS.

P

XX

C

XX

C

TS

FS

FACP

LEGEND:

FIRE ALARM CONTROL PANEL

FRAMED GRAPHIC MAP

DOCUMENT CABINET

MANUAL PULL STATION

SMOKE DETECTOR

DUCT = DUCT SMOKE S-SUPPLY;R-RETURN

HEAT DETECTOR

MONITOR MODULE - TAMPER SWITCH

MONITOR MODULE - FLOW SWITCH

MONITOR MODULE

CONTROL MODULE

SURGE SUPPRESSOR

SPEAKER/STROBE, CEILING MOUNT

XX=CANDELA

STROBE, CEILING MOUNT

XX=CANDELA

WEATHERPROOF HORN/STROBE

EOL END OF LINE RESISTOR

SS

MM

CM

H

MAP

DOC

WP

SECOND FLOOR

FIRE ALARM PLAN

20-FA103

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

20-FA103

SCALE: 1/4" = 1'-0"

SECOND FLOOR FIRE ALARM PLAN

0'

SCALE: 1/4" = 1'-0"

8'4'2'

REF.

DN

TRAINING ROOM

SECURE TRAINING

ROOM

LOBBY

STORAGE

TMS OFFICE

TRAINING SPECIALIST

WOMEN

MEN

MECHANICAL

ELEC.

IT / COMM

BREAK ROOM

COPIER

VENDING

CORRIDOR

CORRIDOR

R A

R A

HAC

AV CLOSET

CORRIDOR

P

P

P

C

C

C

C

C

C

F A

C P

M A

P

C

C

C

C

C

D O

C

TSFS

TS

S

R

WP

KEY NOTES:

1. PROVIDE INTERFACE TO AUXILIARY SOUND

SYSTEM TO SHUT DOWN ON ALARM. SYSTEM

SHALL AUTOMATICALLY RESET UPON RESET

OF FIRE ALARM SYSTEM WITHOUT MANUAL

INTERVENTION.

P

XX

C

XX

C

TS

FS

FACP

LEGEND:

FIRE ALARM CONTROL PANEL

FRAMED GRAPHIC MAP

DOCUMENT CABINET

MANUAL PULL STATION

SMOKE DETECTOR

DUCT = DUCT SMOKE S-SUPPLY;R-RETURN

HEAT DETECTOR

MONITOR MODULE - TAMPER SWITCH

MONITOR MODULE - FLOW SWITCH

MONITOR MODULE

CONTROL MODULE

SURGE SUPPRESSOR

SPEAKER/STROBE, CEILING MOUNT

XX=CANDELA

STROBE, CEILING MOUNT

XX=CANDELA

WEATHERPROOF HORN/STROBE

EOL END OF LINE RESISTOR

SS

MM

CM

H

MAP

DOC

WP

FIRST FLOOR

FIRE ALARM PLAN

42-FA101

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

N

RDLJAM

4' 8'0 2'

SCALE:3/16"=1'-0"

42-FA101

SCALE: 3/16" = 1'-0"

FIRST FLOOR FIRE ALARM PLAN

GENERAL NOTES:

1. FIRE ALARM SYSTEM DESIGN, ENGINEERING

AND INSTALLATION AS INDICATED ON THIS

PLAN SHALL COMPLY WITH NFPA 72 (2016

EDITION), NFPA 101 (2018 EDITION), AND THE

SEVENTH EDITION OF THE VA FIRE

PROTECTION DESIGN MANUAL.

2. CONTRACTOR SHALL PROVIDE A FIRE ALARM

SYSTEM AS SHOWN ON THESE DESIGN

DOCUMENTS. NOTIFICATION SHALL BE BY

PRE-RECORDED VOICE MESSAGES.

3. THE NEW FIRE ALARM SYSTEM SHALL BE

INTERFACED TO THE CAMPUS NETWORK VIA

THE FIBER LOOP AND BE COMPATIBLE WITH

THE EXISTING NOTIFIER NETWORK.

CONTRACTOR SHALL PROVIDE ALL MATERIAL

AND LABOR TO INTERFACE TO EXISTING

CAMPUS FIBER LOOP.

4. PROVIDE NEW POWER AND CONTROL

EQUIPMENT AS REQUIRED, CONSISTENT

WITH CAMPUS STANDARDS.

5. ALL EXISTING FIRE ALARM EQUIPMENT TO BE

REMOVED. PRIOR TO DISPOSAL OF

EQUIPMENT, CONTACT FIRE ALARM SHOP

AND RETURN EQUIPMENT AS REQUESTED.

6. NEW FIBER OPTIC CABLE SHALL BE IN

ACCORDANCE WITH CAMPUS STANDARDS

AND MANUFACTURER RECOMMENDATIONS.

7. CONTRACTOR SHALL COORDINATE LOCATION

OF FIRE ALARM EQUIPMENT WITH ALL OTHER

TRADES INCLUDING ELECTRICAL,

MECHANICAL, FIRE SPRINKLER AND

ARCHITECTURAL FEATURES.

SYSTEM INPUTS

PULL STATION

SMOKE DETECTOR

WATERFLOW

A

L

A

N

D

I

C

A

T

I

O

A

T

C

P

S

U

P

E

R

V

I

S

O

D

I

C

A

T

I

C

P

A

C

T

I

V

A

T

I

F

I

C

A

T

I

P

L

I

A

N

C

E

S

T

R

A

N

S

M

S

G

N

U

P

E

R

V

I

S

I

G

A

T

I

O

N

*ALL ALARM, SUPERVISORY AND TROUBLE SIGNALS TO BE

ANNUNCIATED LOCALLY AND TRANSMITTED TO

SUPERVISING STATION IN ACCORDANCE WITH NFPA 72.

SYSTEM OUTPUTS

X

X

X

X

X

X

X

X

X

OPERATIONAL MATRIX:

VALVE TAMPER X X

ELEV LOBBY

I

N

I

T

I

A

E

V

A

T

C

A

L

L

X X X

SMOKE DETECTOR

X

E

L

E

V

A

T

H

U

I

P

HEAT DETECTOR X X X X

DUCT SMOKE DET X X X

S

H

D

W

H

U

S

H

W

X

I

L

L

A

D

U

R

C

E

T

R

A

N

S

M

G

N

C

M

P

T

W

O

R

K

X

X

X

X

X

X

X

X

X

X

X

X

X

C

L

O

M

P

E

R

X

FACP

P TS FS

HORN/STROBE

EXTERIOR RISER

ROOM

P TS FS

TO NEXT SPEAKER

FIRST FLOOR

SECOND FLOOR

P TS FS

DUCT

BASEMENT FLOOR

FLOOR

CONTROL

ASSEMBLY

CMCMCMMM

P R

I M

A R

Y

R

E C

A L L

S E

C O

N D

A R

Y

R

E C

A L L

S H

U N

T

T

R I P

S H

U N

T

T

R

W

E R

EOL

CM

H A

T

TS

PIT

TO CAMPUS

FIBER LOOP

TS

RISER

TO

UPPER

FLOORS

TS TS

BACKFLOW

H

PIT

FACP

SS

120 VAC

TO NEXT FIRE ALARM STROBE

HORN/STROBE

EXTERIOR RISER

ROOM

FIRST FLOOR

P FS

FLOOR

CONTROL

ASSEMBLY

TO CAMPUS

FIBER LOOP

TS TS

BACKFLOW

SS

120 VAC

FACP

SS

120 VAC

HORN/STROBE

EXTERIOR RISER

ROOM

FIRST FLOOR

P FS

FLOOR

CONTROL

ASSEMBLY

TO CAMPUS

FIBER LOOP

TS TS

BACKFLOW

BLDG 42 SCHEMATIC ONE-LINEBLDG 20 SCHEMATIC ONE-LINEBLDG 19 SCHEMATIC ONE-LINE

CM

DAMPER

CM

DAMPER

DUCT

TO NEXT SPEAKER

EOL

TO NEXT SPEAKER

EOL

TO NEXT SPEAKER

EOL

TO NEXT SPEAKER

EOL

EOL

TO NEXT FIRE ALARM STROBE

EOL

TO NEXT FIRE ALARM STROBE

EOL

TO NEXT FIRE ALARM STROBE

EOL

TO NEXT FIRE ALARM STROBE

EOL

ONE-LINE NOTES:

1. REFER TO FLOOR PLANS FOR ACTUAL

QUANTITY OF DEVICES AND APPLIANCES.

2. QUANTITIES OF POWER SUPPLIES AND

NUMBER OF CIRCUITS SHALL BE

DETERMINED BY CONTRACTOR.

3. ALL WIRING TO BE IN ACCORDANCE WITH

MANUFACTURER INSTRUCTIONS AND

NFPA 72. ALL WIRING TO BE IN

ELECTRICAL METALLIC TUBING (EMT). ALL

CONDUIT TO BE LABELED "FIRE ALARM"

CONSIST WITH CAMPUS STANDARDS. ALL

CIRCUITS SHALL BE "CLASS B".

4. ALL CIRCUITS ENTERING/LEAVING THE

BUILDING SHALL BE PROTECTED WITH A

SURGE SUPPRESSION DEVICE.

5. ALL CONTROL UNIT POWER CIRCUITS

SHALL BE PROTECTED WITH A SURGE

SUPPRESSION DEVICE.

P

XX

C

XX

C

TS

FS

FACP

LEGEND:

FIRE ALARM CONTROL PANEL

FRAMED GRAPHIC MAP

DOCUMENT CABINET

MANUAL PULL STATION

SMOKE DETECTOR

DUCT = DUCT SMOKE S-SUPPLY;R-RETURN

HEAT DETECTOR

MONITOR MODULE - TAMPER SWITCH

MONITOR MODULE - FLOW SWITCH

MONITOR MODULE

CONTROL MODULE

SURGE SUPPRESSOR

SPEAKER/STROBE, CEILING MOUNT

XX=CANDELA

STROBE, CEILING MOUNT

XX=CANDELA

WEATHERPROOF HORN/STROBE

EOL END OF LINE RESISTOR

SS

MM

CM

H

MAP

DOC

WP

FIRE ALARM DETAILS

FA500

RDLJAM

O f f i c i l i t i e s

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

Revision Date

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

BID DOCUMENTS

649-18-106

03/29/2019

19, 20 & 42

BLOCKING BETWEEN CEILING JOISTS,

RAFTERS, OR TRUSSES TO TOP PLATE OR

OTHER FRAMING BELOW

BLOCKING BETWEEN RAFTER OR TRUSS

NOT AT THE WALL TOP PLATE, TO RAFTER

OR TRUSS

FLAT BLOCKING TO TRUSS AND WEB

FILLER

CEILING JOISTS TO TOP PLATE

CEILING JOIST NOT ATTACHED TO

PARALLEL RAFTER, LAPS OVER

PARTITIONS (NO THRUST) (SEE SECTION

2308.7.3.1, TABLE 2308.7.3.1)

CEILING JOIST ATTACHED TO PARALLEL

RAFTER (HEEL JOINT) (SEE SECTION

2308.7.3.1, TABLE 2308.7.3.1)

COLLAR TIE TO RAFTER

RAFTER OR ROOF TRUSS TO TOP PLATE

(SEE SECTION 2308.7.5, TABLE 2308.7.5)

ROOF RAFTERS TO RIDGE VALLEY OR HIP

RAFTERS; OR ROOF RAFTER TO 2-INCH

RIDGE BEAM

STUD TO STUD (NOT AT BRACED WALL

PANELS)

STUD TO STUD AND ABUTTING STUDS AT

INTERSECTING WALL CORNERS (AT

BRACED PANELS)

BUILT-UP HEADER (2" TO 2" HEADER)

CONTINUOUS HEADER TO STUD

TOP PLATE TO TOP PLATE

TOP PLATE TO TOP PLATE, AT END JOINTS

BOTTOM PLATE TO JOIST, RIM JOIST, BAND

JOIST, OR BLOCKING (NOT AT BRACED

WALL PANELS)

BOTTOM PLATE TO JOIST, RIM JOIST, BAND

JOIST, OR BLOCKING AT BRACED WALL

PANELS

STUD TO TOP OR BOTTOM PLATE

TOP OR BOTTOM PLATE TO STUD

TOP PLATES, LAPS AT CORNERS AND

INTERSECTIONS

1" BRACE TO EACH STUD AND PLATE

1" x 6" SHEATHING TO EACH BEARING

1" x 8" AND WIDER SHEATHING TO EACH

BEARING

3-8d COMMON (2-1/2" x 0.131"); OR 3-10d BOX (3" x 0.128"); OR

3-3" x 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

2-8d COMMON (2-1/2" x 0.131") 2-3" x 0.131" NAILS

2-3" 14 GAGE STAPLES

2-16d COMMON (3-1/2" x 0.162") 3-3" x 0.131" NAILS

3-3" 14 GAGE STAPLES

16d COMMON (3-1/2" x 0.162") @ 6" O.C.

3" x 0.131" NAILS

3" x 14 GAGE STAPLES @ 6" O.C.

3-8d COMMON (2-1/2" x 0.131"); OR 3-10d BOX (3" x 0.128"); OR

3-3" x 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

3-16d COMMON (2-1/2" x 0.162"); OR 4-10d BOX (3" x 0.128"); OR

3-3" x 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

PER TABLE 2308.7.3.1

3-10d COMMON (2-1/2" x 0.148"); OR 4-10d BOX (3" x 0.128"); OR

4-3" x 0.131" NAILS; OR

4-3" 14 GAGE STAPLES, 7/16" CROWN

3-10d COMMON (2-1/2" x 0.148"); OR 3-16d BOX (3-1/2" x 0.135"); OR

4-10d BOX (3" x 0.128"); OR 4-3" x 0.131" NAILS; OR

4-3" 14 GAGE STAPLES, 7/16" CROWN

2-16d COMMON (3-1/2" x 0.162"); OR 3-10d BOX (3" x 0.128"); OR

3-3" x 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

3-10d COMMON (2-1/2" x 0.148"); OR 3-16d BOX (3-1/2" x 0.135"); OR

4-10d BOX (3" x 0.128"); OR 4-3" x 0.131" NAILS; OR

4-3" 14 GAGE STAPLES, 7/16" CROWN

WALL

ROOF

16d COMMON (3-1/2" x 0.162");

10d BOX (3" x 0.128"); OR 3" x 0.131" NAILS; OR

3-3" x 14 GAGE STAPLES, 7/16" CROWN

16d COMMON (3-1/2" x 0.162"); OR

16d BOX (3-1/2" x 0.135"); OR

3" x 0.131" NAILS; OR 3-3" x 14 GAGE STAPLES, 7/16" CROWN

16d COMMON (3-1/2" x 0.162"); OR

16d BOX (3-1/2" x 0.135")

4-8d COMMON (2-1/2" x 0.131"); OR 4-10d BOX (3" x 0.128")

16d COMMON (3-1/2" x 0.162"); OR

10d BOX (3" x 0.128"); OR 3" x 0.131" NAILS; OR

3" x 14 GAGE STAPLES, 7/16" CROWN

8-16d COMMON (3-1/2" x 0.162"); OR 12-10d BOX (3" x 0.128"); OR

12-3" x 0.131" NAILS; OR

12-3" 14 GAGE STAPLES, 7/16" CROWN

16d COMMON (3-1/2" x 0.162"); OR

16d BOX (3-1/2" x 0.135"); OR 3" x 0.131" NAILS; OR

3" x 14 GAGE STAPLES, 7/16" CROWN

2-16d COMMON (3-1/2" x 0.162"); OR 3-16d BOX (3-1/2" x 0.135"); OR

4-3" x 0.131" NAILS; OR

4-3" 14 GAGE STAPLES, 7/16" CROWN

4-8d COMMON (2-1/2" x 0.131"); OR 4-10d BOX (3" x 0.128"); OR

4-3" x 0.131" NAILS; OR

4-3" 14 GAGE STAPLES, 7/16" CROWN; OR

2-16d COMMON (3-1/2" x 0.162"); OR 3-10d BOX (3" x 0.128"); OR

3-3" x 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

2-16d COMMON (3-1/2" x 0.162"); OR 3-10d BOX (3" x 0.128"); OR

3-3" x 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

2-16d COMMON (3-1/2" x 0.162"); OR 3-10d BOX (3" x 0.128"); OR

3-3" x 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

2-8d COMMON (2-1/2" x 0.131"); OR 2-10d BOX (3" x 0.128"); OR

2-3" x 0.131" NAILS; OR

2-3" 14 GAGE STAPLES, 7/16" CROWN

2-8d COMMON (2-1/2" x 0.131"); OR 2-10d BOX (3" x 0.128")

3-8d COMMON (2-1/2" x 0.131"); OR 3-10d BOX (3" x 0.128")

EACH END, TOENAIL

EACH END, TOENAIL

END NAIL

FACE NAIL

EACH JOIST, TOENAIL

FACE NAIL

FACE NAIL

FACE NAIL

TOENAIL

END NAIL

TOENAIL

24" O.C. FACE NAIL

16" O.C. FACE NAIL

16" O.C. FACE NAIL

12" O.C. FACE NAIL

12" O.C. FACE NAIL

16" O.C. EACH EDGE, FACE NAIL

12" O.C. EACH EDGE, FACE NAIL

TOENAIL

16" O.C. FACE NAIL

12" O.C. FACE NAIL

EACH SIDE OF END JOINT, FACE NAIL

(MINIMUM 24" LAP SPLICE LENGTH

EACH SIDE OF END JOINT)

16" O.C. FACE NAIL

12" O.C. FACE NAIL

16" O.C. FACE NAIL

TOENAIL

END NAIL

END NAIL

FACE NAIL

FACE NAIL

FACE NAIL

FACE NAIL

JOIST TO SILL, TOP PLATE, OR GIRDER

RIM JOIST, BAND JOIST, OR BLOCKING TO

TOP PLATE, SILL OR OTHER FRAMING

BELOW

1" x 6" SUBFLOOR OR LESS TO EACH JOIST

2" SUBFLOOR OR LESS TO EACH JOIST

2" PLANKS (PLANK & BEAM - FLOOR &

ROOF)

BUILT UP GIRDERS AND BEAMS 2" LUMBER

LAYERS

LEDGER STRIP SUPPORTING JOISTS OR

RAFTERS

JOIST TO BAND JOIST OR RIM JOIST

BRIDGING OR BLOCKING TO JOIST,

RAFTER OR TRUSS

FLOOR

3-8d COMMON (2-1/2" x 0.162"); OR 3-10d BOX (3" x 0.128"); OR

3-3" x 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

8d COMMON (2-1/2" x 0.162"); OR 10d BOX (3" x 0.128"); OR

3" x 0.131" NAILS; OR

3" 14 GAGE STAPLES, 7/16" CROWN

2-8d COMMON (2-1/2" x 0.131"); OR 2-10d BOX (3" x 0.128")

2-16d COMMON (3-1/2" x 0.162")

2-16d COMMON (3-1/2" x 0.162")

20d COMMON (4" x 0.192")

10d BOX (3" x 0.128"); OR 3" x 0.131" NAILS; OR

3" x 14 GAGE STAPLES, 7/16" CROWN

AND:

2-20d COMMON (4" x 0.192"); OR

3-10d BOX (3" x 0.128"); OR 3-3" x 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

3-16d COMMON (2-1/2" x 0.162"); OR 4-10d BOX (3" x 0.128"); OR

3-3" x 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

3-16d COMMON (2-1/2" x 0.162"); OR 4-10d BOX (3" x 0.128"); OR

3-3" x 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

2-8d COMMON (2-1/2" x 0.131"); OR 2-10d BOX (3" x 0.128"); OR

2-3" x 0.131" NAILS; OR

2-3" 14 GAGE STAPLES, 7/16" CROWN

TOENAIL

6" O.C., TOENAIL

FACE NAIL

FACE NAIL

EACH BEARING, FACE NAIL

32" O.C., FACE NAIL AT TOP AND

BOTTOM STAGGERED ON OPPOSITE

SIDES

24" O.C., FACE NAIL AT TOP AND

BOTTOM STAGGERED ON OPPOSITE

SIDES

ENDS AND AT EACH SPLICE, FACE

NAIL

EACH JOIST OR RAFTER, FACE NAIL

END NAIL

EACH END, TOENAIL

NOTES:

A. AS AN ALTERNATE MINIMUM NAILING SHALL BE PROVIDED AS SPECIFIED BY IBC TABLE 2304.10.1 B. THIS SCHEDULE REFLECTS MINIMUM NAILING ONLY. IN CASES WHERE LOADING CONDITIONS

ARE GREATER THAN THESE CONNECTIONS WILL APPLY SEE PLANS AND DETAILS.

WOOD FASTENER SCHEDULE

PRIMARY FRAMING

SECONDARY FRAMING

PRE-ENGINEERED TRUSS

EDGE OF HIDDEN CONSTRUCTION

HANGERS

BUILT-UP 2x POST

SOLID WOOD POST

CMU

CONCRETE

DISTRUBED EARTH

UNDISTURBED EARTH

ROOF OVERFRAMING

Offic e o f F ac ilit ies

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

6/

/2

3:

:0

PM

STRUCTURAL GENERAL

NOTES, LEGEND, AND

ABBREVIATIONS

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

03/29/2019

649-18-106

S-001 87 135

JTBJWV19, 20, & 42

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

BID DOCUMENTS

DESIGN CRITERIA

A. SCOPE: THIS SPECIFICATION OUTLINES THE STRUCTURAL DESIGN CRITERIA FOR THE

RENOVATION OF HISTORIC BUILDINGS 19, 20, AND 42 AT THE NORTHERN ARIZONA VA

HEALTH CARE SYSTEMS. WHEN A DIFFERENCE EXISTS BETWEEN THIS SPECIFICATION

AND ANY OTHER GOVERNING CODE, THE MORE STRINGENT SHALL CONTROL. ANY OTHER

ITEMS NOT COVERED THEREIN SHALL BE COMMENSURATE WITH GOOD ENGINEERING

PRACTICE.

B. APPLICABLE CODES AND STANDARDS:

1. INTERNATIONAL BUILDING CODE - 2018 EDITION

2. AMERICAN SOCIETY OF CIVIL ENGINEERS - ASCE 7-10

3. AISC MANUAL OF STEEL CONSTRUCTION - 15TH EDITION

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

5. AMERICAN WOOD COUNCIL - NATIONAL DESIGN SPECIFICATION FOR WOOD

CONSTRUCTION - 2018 EDITION

6. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY

STRUCTURES - ACI 530-13 / TMS 402-13

C. BUILDING RISK CATEGORIES:

1. BUILDING 19 II

2. BUILDING 20 II

3. BUILDING 42 II

D. DESIGN LOADS:

1. DEAD LOADS: WEIGHT OF STRUCTURE AND ALL THINGS PERMANENTLY ATTACHED:

a. CONCRETE: 150 PCF

b. FLOORS: 45 PSF

c. DECKS: 15 PSF

d. SHINGLE ROOFS: 15 PSF

e. SLATE ROOFS: 30 PSF

2. GRAVITY LIVE LOADS:

a. LOBBIES AND FIRST FLOOR CORRIDORS: 100 PSF

b. UPPER FLOOR CORRIDORS: 80 PSF

c. DECK LOAD: 80 PSF

d. ROOF LOAD: 20 PSF

3. SNOW LOAD:

a. GROUND SNOW LOAD: Pg = 30 PSF

b. SNOW EXPOSURE FACTOR: Ce = 1.0

c. SNOW LOAD IMPORTANCE FACTOR: Is = 1.0

d. THERMAL FACTOR: Ct = 1.0

e. DESIGN UNIFORM SNOW LOAD: 30 PSF

4. WIND LOAD:

a. ANALYSIS PROCEDURE: DIRECTIONAL

b. BASIC WIND SPEED: 115 MPH (3 SEC GUST)

c. EXPOSURE CLASSIFICATION: B

d. INTERNAL PRESSURE COEFFICIENT: ±0.18

5. SEISMIC DESIGN CRITERIA

a. SEISMIC IMPORTANCE FACTOR: Ie = 1.0

b. RISK CATEGORY: II

c. MAPPED SPECTRAL RESPONSE ACCELERATIONS:

• Ss = .304

• S1 = .089

d. SITE CLASS: D

e. SPECTRAL RESPONSE COEFFICIENTS:

• Sds = .316

• Sd1 = .142

f. SEISMIC DESIGN CATEGORY: B

g. BASIC SEISMIC-FORCE-RESISTING-SYSTEM:

• ORDINARY PLAIN MASONRY SHEAR WALLS

h. RESPONSE MODIFICATION COEFFICIENT: R = 1.5

i. SEISMIC RESPONSE COEFFICIENT: Cs = .211

j. ANALYSIS PROCEDURE USED:

6. SIMPLIFIED ANALYSIS PROCEDURE

GENERAL NOTES

(AS APPLICABLE TO EACH PHASE OF CONSTRUCTION, UNLESS

NOTED OTHERWISE ON PLANS)

A. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS.

B. DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD PRINTED

INFORMATION AS BASIS OF SHOP DRAWINGS

C. STRUCTURAL CONSTRUCTION DOCUMENTS RELEASED BY THIS OFFICE ARE ASSUMED TO

BE COMPLETE AND ACCURATE, YET PROBLEMS MAY ARISE DURING CONSTRUCTION.

COMMUNICATION WITH THE COR DURING THIS PROJECT WILL PROVIDE THE BEST

POSSIBLE BUILDING.

D. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION PRACTICES INCLUDING

TECHNIQUES, PROCEDURES AND THE SEQUENCE OF CONSTRUCTION. CONTRACTOR

SHALL NOTIFY COR IF A CONFLICT ARISES DUE TO VARIATIONS OR OTHER PROBLEMS

WITH THE CONSTRUCTION DOCUMENTS

E. DURING ERECTION OF THE BUILDING, PROVIDE TEMPORARY BRACING TO WITHSTAND

ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS,

STOCKPILES OF MATERIALS AND EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE

AS LONG AS MAY BE REQUIRED FOR SAFETY AND UNTIL ALL STRUCTURAL FRAMING AND

DIAPHRAGMS ARE IN PLACE WITH CONNECTIONS COMPLETED.

F. OBSERVATIONS OF JOBSITE OTHER THAN REQUIRED INSPECTIONS BY ENGINEER ARE

NOT CONSTRUCTION APPROVALS.

G. STRUCTURAL ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY

REQUIRED CONSTRUCTION OBSERVATION.

H. INSTALL ALL DOOR JAMBS FROM FLOOR SLABS A MINIMUM OF 1/2" TO ALLOW FOR

POSSIBLE VERTICAL MOVEMENT.

I. PROVIDE SLEEVES FOR ALL PIPES PLACES THROUGH CONCRETE BEAMS, WALLS,

COLUMNS, OR SLABS.

J. THE BUILDER AND FUTURE OWNER SHOULD BE MADE AWARE OF THE CHANCE OF

MOVEMENT AND CRACKING OF CONCRETE SLABS PLACED DIRECTLY ON COMPACTED

SOIL.

K. VERIFY ALL OPENINGS THROUGH FLOOR, ROOF, AND WALLS WITH MECHANICAL AND

ELECTRICAL CONTRACTORS.

L. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF EXISTING STRUCTURE, UNO

M. COORDINATE FINAL LOCATION OF ALL STAIR FRAMING AND FLOOR PENETRATIONS WITH

ARCHITECTURE.

Revision Date

SYMBOLS AND MATERIALS LEGEND

STUCTURAL ABBREVIATIONS

ARCH ARCHITECTURE / ARCHITECTURAL

B.O. BOTTOM OF

CLR CLEAR SPACING

CMU CONCRETE MASONRY UNIT

COR CONTRACTING OFFICER'S REPRESENTATIVE

(E) EXISTING

FT FEET

HSS HOLLOW STEEL SECTION

IN INCH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LVL LAMINATED VENEER LUMBER

MAX MAXIUMUM

MIN MINIMUM

MPH MILES PER HOUR

(N) NEW

NTS NOT TO SCALE

O.C. ON CENTER

PCF POUNDS PER CUBIC FOOT

PSF POUNDS PER SQUARE FOOT

T.O. TOP OF

TYP. TYPICAL

UNO UNLESS NOTED OTHERWISE

VA US DEPARTMENT OF VETERANS AFFAIRS

FASTENERS IN CONCRETE AND MASONRY:

A. EXPANSION ANCHORS

1. EXPANSION ANCHORS CALLED FOR ON THE DRAWINGS SHALL BE WEDGE TYPE

EXPANSION ANCHORS, UNO

2. EXPANSION ANCHORS IN CONCRETE OR SOLID GROUTED MASONRY SHALL BE MIN.

7 TIMES THE INSERT DIAMETER, UNO.

3. ACCEPTABLE WEDGE TYPE EXPANSION ANCHORS IN CONCRETE ARE:

a. KWIK BOLT TZ BY HILTI CORPORATION

b. TRUBOLT+ BY ITW REDHEAD

c. POWERSTUD+ SD1 OR SD2 BY POWERS FASTENERS

d. STRONG BOLT BY SIMPSON STRONG-TIE

B. ADHESIVE ANCHORS

1. EPOXY SHALL CONFORM TO ASTM C-881, TYPE IV, GRADE 2 WITH CLASS SUITABLE

FOR ENVIRONMENTAL CONDITIONS

2. EMBEDMENT INTO CONCRETE OR SOLID GROUTED MASONRY SHALL BE AT LEAST 9

TIMES THE INSERT DIAMETER, UNO

3. ACCEPTABLE EPOXIES FOR ANCHORING TO EXISTING CONCRETE ARE:

a. PE1000+ BY POWERS FASTENERS

b. HIT-HY 200 AND HIT-RE 500-SD BY HILTI COROPORATION

c. SET-XP BY SIMPSON STRONG-TIE

4. ACCEPTABLE EPOXIES FOR ANCHORING TO CMU ARE:

a. HIT-HY 70 BY HILTI CORPORATION

5. THREADED STEEL RODS SHALL BE UNGREASED WITH Fy=58KSI AND Fu=72KSI MIN, UNO

EXPANSION BOLT AND ADHESIVE ANCHOR INSTALLATION REQUIREMENTS:

A. HOLES SHALL BE DRILLED USING A COARSE CUTTING ROCK CHISEL OR HAMMER DRILL.

CORE DRILLS OR OTHER SMOOTH CUTTING DRILLS ARE NOT ALLOWED.

B. HOLES SHALL BE THOROUGHLY CLEANED WITH A BRUSH, THEN VACUUMED OR BLOWN

CLEAN WITH OIL-FREE COMPRESSED AIR TO REMOVE ALL RESIDUE FROM THE DRILLING

OPERATION

C. EXPANSION BOLTS AND EPOXY ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S

RECOMMENDATIONS

RIDGE

8:

8:

A

B

8:12

6'

5"

HIP

HIP

GIRDER TRUSS

T.O. BEAM

111'-1"

T.O. BEAM

109'-10 5/8"

W8x21

18' - 4"

S-502

S-502

SIM

S-501

S-501

S-501

S-501

S-501

S-501

SIM

SLOPE SLAB 1% MIN.

FROM FACE OF

BUILDING

SLOPE SLAB 1% MIN.

FROM FACE OF

BUILDING

12' - 3" 14' - 9"

9'

0"

6' - 8" 4' - 10"

/8

5'

1/

8" 4'

8"

7'

2" 4'

8"

5'

9"

2' - 11 3/8"

3' - 0 3/4"

8' - 9 3/8"

FOOTING BELOW, TYP.

N

Offic e o f F ac ilit ies

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

6/

/2

3:

:5

PM

FOUNDATION AND ROOF

FRAMING PLANS

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

03/29/2019

649-18-106

19-S-101 88 135

JTBJWV19

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

BID DOCUMENTS

19-S-101 SCALE: 1/4" = 1'-0"

2 ROOF FRAMING PLAN

# KEY NOTES

1. PRE-ENGINEERED ROOF TRUSSES BY OTHERS AT 24" ON

CENTER, MAXIMUM

2. (2) 1.75x9.25 LVL

3. HSS 3-1/2"Øx1/4" ROUND STEEL COLUMN

4. EXISTING ROOF, FRAMING NOT SHOWN

5. NOT USED

6. (2) 2x10

Revision Date

4' 8'0 2'

SCALE:1/4"=1'-0"

19-S-101 SCALE: 1/4" = 1'-0"

1 FOUNDATION PLAN

GENERAL NOTES

1. SEE S-502 FOR FRAMING DETAILS

# KEY NOTES

1. 4" CONCRETE PAD FOR ATM. (2) #4 REINFORCING BARS AT

18" O.C. EACH WAY, CENTERED IN PAD. ROUGHEN EXISTING

SLAB ON GRADE IN AREA OF NEW PAD. COORDINATE PAD

LOCATION AND OVERALL DIMENSIONS WITH ARCHITECTURE

(19-A-401) AND ATM MANUFACTURER

2. DOWEL HORIZONTAL REINFORCEMENT OF RETAINING

WALLS 6" MINIMUM INTO EXISTING FOUNDATION WALL.

EPOXY USING HILTI HIT-HY 200 OR EQUAL.

3. EXISTING LOADING DOCK TO REMAIN. PATCH AND REPAIR

DAMAGED CONCRETE STRUCTURE. SEE SPECICATION 03 01

00. SEE 19-A-201 FOR ARCHITECTURAL FINISH INFORMATION

6'

6"

/2

3'

3/

4" 9'

3/ 4"

19' - 6 1/2" 6' - 4 3/4"

5'

3/ 4"

12' - 5"

5 3 12' - 4"

TYP.

5 TYP.

8'

3"

9'

5"

8'

9"

7'

6" 9'

/2

COORDINATE WITH STAIR PLACEMENT

N

Offic e o f F ac ilit ies

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

6/

/2

3:

:4

PM

FIRST AND SECOND FLOOR

DEMOLITION PLANS

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

03/29/19

649-18-106

20-SD101

89 135

JTBJWV20

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

BID DOCUMENTS

# KEY NOTES

4' 8'0 2'

SCALE:1/4"=1'-0"

20-SD101 SCALE: 1/4" = 1'-0"

FIRST FLOOR DEMOLITION

PLAN

1. REMOVE FLOOR DECK, JOISTS AND BLOCKING AT LOCATION

OF EXISTING STAIR OPENING. PROVIDE TEMPORARY

BRACING FOR FLOOR DURING CONSTRUCTION.

2. REMOVE FLOOR DECK, JOISTS, AND BLOCK AT LOCATION OF

PROPOSED OPENING, COORDINATE LOCATION WITH

ARCHITECTURAL DEMOLITION SHEETS. PROVIDE TEMPORARY

BRACING FOR FLOOR DURING CONSTRUCTION.

3. SAW CUT MASONRY WALL AND ANY ARCHED OPENING. CUT

TO CLEAR HEIGHT OF 9'-6". PROVIDE TEMPORARY BRACING IN

OPENING DURING CONSTRUCTION.

Revision Date

# KEY NOTES

1. REMOVE FLOOR DECK, JOISTS AND BLOCKING BACK TO

BEARING. PROVIDE TEMPORARY BRACING FOR FLOOR ABOVE

DURING CONSTRUCTION.

2. REMOVE FLOOR DECK, JOISTS AND BLOCKING ATTACHED TO

EXISTING STAIR OPENING. PROVIDE TEMPORARY BRACING

FOR FLOOR ABOVE DURING CONSTRUCTION.

3. REMOVE STAIR, RAILINGS, AND ALL ATTACHED HARDWARE.

4. SAW CUT MASONRY WALL AND ANY ARCHED OPENING. CUT

TO CLEAR HEIGHT OF 9'-6". PROVIDE TEMPORARY BRACING IN

OPENING DURING CONSTRUCTION.

5. DIAGONAL BRACES ON CANTED COLUMNS TO BE REMOVED

AFTER THE ADDITION OF FLITCH PLATES, SEE 2/20-S-103 AND

DETAIL 5/20-S-501

20-SD101 SCALE: 1/4" = 1'-0"

SECOND FLOOR

DEMOLITION PLAN

T.O. JOIST

95'-0"

SE

E

AR

C

H

SE

E

AR

C

H

SEE ARCH.

4' - 3"

T.O. JOIST

97'-7 1/2"

4'

1/

2"

SEE ARCH.

5 5

TYP. TYP.

TYP.

(2 ) 1

.7 5x

9.

L

VL

(1 ) 1

.7 5x

9.

L

VL

3A 4A

E

T.O. WALL

99'-7"

S-501

S-501

S-501

S-501

14' - 11 1/2" 16' - 5 1/2" 12' - 0" 81' - 10 1/2" 9' - 8"

4' - 0"

5'

3/

4"

1"

/4

6'

8" 3'

7"

9' - 6"

PRIMARY FRAMING

SECONDARY FRAMING

HANGERS

BUILT-UP 2x POST

SOLID WOOD POST

CMU

N

Offic e o f F ac ilit ies

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

6/

/2

3:

:2

PM

BASEMENT FRAMING AND

FOUNDATION PLANS

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

03/29/19

649-18-106

20-S-101 90 135

JTBJWV20

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

BID DOCUMENTS

20-S-101 SCALE: 1/4" = 1'-0"

2 BASEMENT FRAMING PLAN

# KEY NOTES

1. 2x8 JOISTS AT 16" ON CENTER, MAXIMUM.

2. (2) 2x8 AT LANDING SEE DETAIL 2/20-S-501 FOR BEARING AND

FRAMING INFORMATION

3. (2) 1.75x7.25 LVL. AT LANDING SEE DETAIL 2/20-S-501 FOR

BEARING AND FRAMING INFORMATION

4. 4x4 WOOD POST. FASTEN TO SLAB WITH (2) SIMPSON

STRONG-TIE RPBZ POST BASES, OR EQUAL. FASTEN PER

MANUFACTURER'S INSTRUCTIONS

5. CMU INFILL, SEE DETAIL 6/20-S-501

4' 8'0 2'

SCALE:1/4"=1'-0"

Revision Date

20-S-101 SCALE: 1/4" = 1'-0"

1 FOUNDATION PLAN

# KEY NOTES

1. CONTINUOUS RETAINING WALL, SEE S-501

FOR MORE INFORMATION

2. DEPRESS TOP OF RETAINING WALL 5"

SHORT OF FINISH FLOOR TO ALLOW FOR

SLAB. SEE 1/20-A-406 FOR MORE

INFORMATION

3. DOWEL HORIZONTAL REINFORCEMENT

OF RETAINING WALLS 6" MINIMUM INTO

EXISTING FOUNDATION WALL. EPOXY

USING HILTI HIT-HY 200 OR EQUAL.

LEGEND

T.O. JOIST

109'-11 1/4"

T.O. JOIST

109'-11 1/4"

T.O. BEAM

112'-2"

3A 4A

E

T.O. RIM JOIST

109'-11 1/4"

T.O. RIM JOIST

109'-11 1/4"

SE

E

AR

C

H

SE

E

AR

C

H

4' - 6 1/2" SEE ARCH.

4' - 3"

SEE ARCH.

9'

5"

SEE ARCH.

SE

E

AR

C

H

7'

7"

18' - 1 1/2"

5 5 5

R

ID

G E

10 B.O. STEEL

119'-6"

20-S-501

20-S-501

S-502

8:12 8:12

8:

TYP.

HIP

HIP

GIRDER TRUSS

VALLEY

VALL

EY OPEN TO

BELOW

1' - 6"

O

PE

N

BE

LO

W

EQ EQ

T.O. JOIST

104'-10"

T.O. JOIST

99'-11 1/4"

T.O. JOIST

99'-11 1/4"

4'

T.O. JOIST

99'-11 1/4"

T.O. BEAM

99'-11 1/4"

6'

6"

5'

3'

1/

4"

/2

6' - 10" SEE ARCH.

8'

9"

SEE ARCH.

3A 4A

E

T.O. JOIST

105'-11 1/4"

T.O. JOIST

99'-11 1/4"

SEE ARCH. SE

E

AR

C

H

12' - 2"

SEE ARCH.

SE

E

AR

C

H

T.O. BEAM

99'-11 1/4"

B.O. STEEL

109'-2"

B.O. STEEL

109'-2"

B.O. STEEL

109'-2"

S-502

9'

OPEN TO

BELOW

OPEN TO

BELOW

S-501

S-501

6' - 0" 6' - 0"

S-501

S-501

SLOPE SLAB 1% MIN.

FROM FACE OF

BUILDING

T.O. WALL

103'-6"

N

Offic e o f F ac ilit ies

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

6/

/2

3:

:2

PM

FIRST AND SECOND FLOOR /

LOWER ROOF FRAMING

PLANS

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

03/29/19

649-18-106

20-S-102 91 135

JTBJWV20

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

BID DOCUMENTS

20-S-102 SCALE: 1/4" = 1'-0"

SECOND FLOOR / LOWER

ROOF FRAMING PLAN

# KEY NOTES

1. ROOF EDGE

2. (2) 1.75x9.25 LVL

3. PRE-ENGINEERED ROOF TRUSSES BY OTHERS AT 24" ON

CENTER, MAXIMUM

4. HSS 3-1/2"Øx1/4" ROUND STEEL COLUMN

5. 1/4" FULL DEPTH STEEL FLITCH PLATE, BOTH SIDES OF

EXISTING BEAM. CONTINUOUS STEEL PLATES, CENTERLINE

TO CENTERLINE OF EXISTING COLUMNS. STOP STEEL

PLATES SHORT 1/8" OF EXISTING STEEL HARDWARE AT

BEAM SPLICES. VERIFY DIMENSIONS IN FIELD.

6. 2x10 JOISTS AT 12" ON CENTER, MAXIUMUM. SEE S-001 FOR

TYPICAL FASTENER INFORMATION

7. (2) 1.75x9.25 LVL

8. (1) 1.75x9.25 LVL

9. (2) 2x10

10. DOUBLE L6x6x5/16, MINIMUM BEARING DEPTH 4" EACH SIDE.

THROUGH BOLT WITH 3/4"Ø A325-N AT 12" ON CENTER, MAX.

11. OVERFRAMING

A. RAFTERS: 2x8 UP TO 6'-0" at 24" O.C., MAX.

B. VALLEY PLATE: 2x4 C. RIDGE BOARD: 2x10

4' 8'0 2'

SCALE:1/4"=1'-0"

Revision Date

# KEY NOTES

1. 2x10 JOISTS AT 12" ON CENTER, MAXIUMUM. SEE S-001 FOR

TYPICAL FASTENER INFORMATION.

2. 2x8 JOISTS AT 16" ON CENTER, MAXIMUM.

3. (2) 2x8. AT LANDING SEE DETAIL 2/20-S-501 FOR BEARING AND

FRAMING INFORMATION

4. 2x10

5. (2) 1.75x7.25 LVL. AT LANDING SEE DETAIL 2/20-S-501 FOR

BEARING AND FRAMING INFORMATION

6. (1) 1.75x9.25 LVL

7. (2) 1.75x9.25 LVL. AT LANDING SEE DETAIL 2/20-S-501 FOR

BEARING AND FRAMING INFORMATION

8. DOUBLE L6x6x5/16, MINIMUM BEARING 4" EACH SIDE.

THROUGH BOLT WITH 3/4"Ø A325-N AT 12" ON CENTER, MAX.

SEE 4/S-502

9. DOUBLE L3-1/2x3-1/2x5/16, MINIMUM BEARING 4" EACH SIDE.

THROUGH BOLT WITH 3/4"Ø A325-N AT 12" ON CENTER, MAX.

SEE 4/S-502

10. 4x4 WOOD POST

11. CMU INFILL, SEE ARCHITECTURE. FOR FULL HEIGHT WALLS,

CENTER ON STONE OR MASONRY WALLS BELOW. 8" NOMINAL

HOLLOW CMU

12. EXISTING LOADING DOCK TO REMAIN. PATCH AND REPAIR ALL

DAMAGED CONCRETE PER SPECIFICATION 03 01 00. SAND AND

PRIME ALL STEEL. SEE 20-A-201 AND 20-A-202 FOR ADDITIONAL

FINISHING INFORMATION

20-S-102 SCALE: 1/4" = 1'-0"

FIRST FLOOR FRAMING

PLAN

HEADER, SEE PLAN

PROVIDE ADDITIONAL KING STUD

AS REQURED- KING STUD NOT

INCLUDED IN POST CALLOUT

(3) 2x6 DENOTES 3 TRIMMERS AND DOES

NOT INCLUDE KING STUD - SEE FRAMING

PLANS FOR COLUMN PACK SIZE

NOTES:

1. PROVIDE A MINIMUM OF (2) 2X4 OR (2) 2X6 TRIMMERS

FOR ALL HEADERS CALLED OUT ON FRAMING PLAN

2. ALL COLUMNS NOTED ON FRAMING PLANS ARE FOR

BEARING UNDER HEADER ONLY AND DO NOT INCLUDE

KING STUD

STEEL BEAM, SEE

PLAN

2x POST EMBEDDED IN WALL

SEE PLAN FOR COUNT

NOTES:

1. USE FOR STEEL, BUILT UP 2x, LVL AND

GLULAM BEAMS AT WOOD FRAME

WALLS

2. SADDLE LEG LENGTH VARIES WITH

BEAM SIZE

3. FOR WOOD BEAMS, SHIM FOR LATERAL

STABILITY AS REQUIRED

PROVIDE KING STUD

EACH SIDE OF BEAM

WOOD BEAM, SEE

PLAN

2x POST EMBEDDED IN WALL

SEE PLAN FOR COUNT

PROVIDE KING STUD

EACH SIDE OF BEAM

DOUBLE ANGLE, SEE PLAN

SEE PLAN

BEARING

4" MIN.

(E) MASONRY WALL

20-S-501

SEE PLAN

(E) MASONRY

1/2"Ø A325-N

THRU BOLT AT

24" O.C.

DOUBLE ANGLE, SEE PLAN

2" M

IN

EXISTING CANTED COLUMN

EXISTING BEAM

FULL DEPTH 1/4" FLITCH PLATE, BOTH

SIDES. CONTINUOUS FROM EXISTING

COLUM TO .

3/4"Ø A325-N THRU

BOLTS STAGGERED AT

16" O.C., MAX.

2"

SEE 1/20-S-103 FOR

DIAGONAL BRACES

TO BE REMOVED

2"

2"

EXISTING RUBBLE

FOUNDATION WALL

CMU BOND BEAM, FULLY

GROUTED WITH (1) #4

REINFORCING BAR

MIN. LAP

1' - 4"

6" MIN. DOWEL

CMU BOND BEAM, FULLY

GROUTED WITH (1) #4

REINFORCING BAR

Offic e o f F ac ilit ies

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

6/

/2

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:3

PM

STRUCTURAL DETAILS RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

03/29/19

649-18-106

20-S-501 92 135

JTBJWV20

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

BID DOCUMENTS

20-S-501 SCALE: 1 1/2" = 1'-0"

1 TYPICAL HEADER POST

20-S-501 SCALE: 1 1/2" = 1'-0"

2 STUD WALL BEAM SADDLE

20-S-501 SCALE: 3/4" = 1'-0"

NEW LINTEL IN EXISTING

CMU WALL

20-S-501 SCALE: 1 1/2" = 1'-0"

4 NEW LINTEL SECTION

20-S-501 SCALE: 3/4" = 1'-0"

5 FLITCH BEAM DETAIL

1' 2'0 6"

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

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

0 1' 2' 3'

Revision Date

20-S-501 SCALE: 3/4" = 1'-0"

6 CMU WINDOW INFILL

47' - 0 3/4" 34' - 1" 23' - 5 1/4" 22' - 9"

1A 1B

C1

18' - 11 1/2" 50' - 3 3/4" 12' - 0" 74' - 4" 4' - 10"

6'

8" 3'

6' - 2" 5' - 8"

5'

1"

0"

3 3

7'

3/

4"

12' - 0" 7' - 5 1/2"

5'

0"

S-501

S-501

S-501

S-501

S-501

S-501

N

Offic e o f F ac ilit ies

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

6/

/2

3:

:2

PM

FIRST FLOOR DEMOLITION

AND FOUNDATION PLANS

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

03/29/2019

649-18-106

42-S-101 93 135

JTBJWV42

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

BID DOCUMENTS

42-S-101 SCALE: 3/16" = 1'-0"

FIRST FLOOR STRUCTURAL

DEMOLITION PLAN

# KEY NOTES

1. REMOVE ELEVATED CONCRETE SLAB

TO FACE OF STRUCTURE. DEMOLISH

ANY ATTACHED STEEL OR CONCRETE

COLUMNS

2. REMOVE STAIRS AND ATTACHED

RAILINGS

3. REMOVE INTERIOR PLYWOOD

SHEATHED SHEAR WALLS AND ALL

ATTACHMENT HARDWARE.

GENERAL NOTES

1. PROVIDE TEMPORARY INTERIOR

BRACING AFTER REMOVAL OF INTERIOR

SHEAR WALLS.

4' 8'0 2'

SCALE:3/16"=1'-0"

Revision Date

42-S-101 SCALE: 3/16" = 1'-0"

2 FOUNDATION PLAN

# KEY NOTES

1. CONTINUOUS SPREAD FOOTING, SEE

S-502 FOR MORE INFORMATION

2. DEPRESS TOP OF RETAINING WALL 5"

SHORT OF FINISH FLOOR TO ALLOW FOR

SLAB. SEE 42-A-402 FOR MORE

INFORMATION

3. DOWEL HORIZONTAL REINFORCEMENT OF

RETAINING WALLS 6" MINIMUM INTO

EXISTING CONCRETE STRUCTURE. EPOXY

USING HILTI HIT-HY 200 OR EQUAL.

4. EXISTING CONCRETE LOADING DOCK TO

REMAIN. PATCH AND REPAIR ALL

DAMAGED CONCRETE PER SPECIFICATION

03 01 00. SEE 42-A-201 FOR FURTHER

FINISHING INFORMATION

T.O. BEAM

110'-8-1/4"

R

ID

G E

4:124:12

11 2

S-502

1A 1B

C 4:

VALL

EY

VALLEY

GIRDER TRUSS

HIP HIP

SW1

SW1

SW1

SW1

SW1

SW1

1A 1B

C

12' - 0"

9'

S-501

S-501

S-501

S-501

S-501

S-501

S-501

S-501

S-501

SLOPE SLAB 1% MIN.

FROM FACE OF

BUILDING

SLOPE SLAB 1% MIN.

FROM FACE OF

BUILDING

6'

0"

4'

0"

4'

0"

SHEAR WALL SCHEDULE

MARK EDGE NAIL SPACING FIELD NAIL SPACING

SW1 8d AT 3" ON CENTER 8d AT 6" ON CENTER

N

Offic e o f F ac ilit ies

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

6/

/2

3:

:2

PM

FIRST FLOOR AND ROOF

FRAMING PLANS

RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

03/29/2019

649-18-106

42-S-102 94 135

JTBJWV42

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

BID DOCUMENTS

42-S-102 SCALE: 3/16" = 1'-0"

2 ROOF FRAMING PLAN

# KEY NOTES

1. PRE-ENGINEERED ROOF TRUSSES BY

OTHERS AT 24" ON CENTER

2. (2) 1.75x9.25 LVL

3. HSS 3-1/2"Øx1/4" ROUND STEEL COLUMN,

4. NOT USED

5. EXISTING ROOF, EXISTING FRAMING NOT

SHOWN

6. (2) 2x10

7. OVERFRAMING

A. RAFTERS: 2x8 UP TO 6'-0" at 24" O.C., MAX.

B. VALLEY PLATE: 2x4 C. RIDGE BOARD: 2x10

Revision Date

GENERAL NOTES

1. SEE ARCHITECTURE FOR SHEAR WALL

LOCATIONS

2. PANEL LENGTH TO BE MEASURED FROM

INTERIOR FACE OF FURRED EXTERIOR

WALL

3. SEE SHEAR WALL DETAILS ON SHEET 42-

S-501

42-S-102 SCALE: 3/16" = 1'-0"

FIRST FLOOR FRAMING

PLAN

4' 8'0 2'

SCALE:3/16"=1'-0"

WALL STUDS AT TYPICAL

SPACING

INTERIOR SHEATHING

PROVIDE ADDITIONAL

STUD FOR SHEATHING

ATTACHMENT

EDGE FASTENING

BOTTOM CHORD OF EXISTING TRUSS

STUDS @ 16"

O.C. W/ FIELD

FASTENING

STUD W/ EDGE

FASTENING

PLYWOOD SHEAR

PANEL SEE SCHED.

1/2"Ø x 7" LAG BOLTS AT 16"

O.C. MAX., TYP.

BLO.C.K PANEL EDGES

EDGE FASTENING

4x4 POST AT EACH OF

END OF SHEAR PANEL,

TYP.

SIMPSON PC44

END POST CAP,

TYP ALL 4x4 POST

DOUBLE 2x TOP PLATE

2x SILL PLATE

SIMPSON HD5

HOLDOWN AT EACH

4x4 POST, WITH 5/8"Ø THRU-BOLT EXISTING 4x12, VERIFY IN FIELD

2x BLO.C.KING AT

HORIZONTAL

SHEATHING SPLICES

NOTE:

1. MATCH EXISTING TOP ATTACHMENT, EITHER THROUGH

THE BOTTOM CHORD OF THE JOIST OR INTO SOLID 2x

BLOCKING. FASTEN WITH 1/2"Ø THRU BOLT @ 48" O.C.,

MAX.

4' - 0"

8'

0"

FASTENERS AT 12"

O.C. IN FIELD

FASTENERS AT

4" O.C. AT EDGE

(2) 2x10 HEADER, WITH 1/2" PLYWOOD FILL

PROVIDE ADDITIONAL KING STUD

AS REQURED- KING STUD NOT

INCLUDED IN POST CALLOUT

(3) 2x4 DENOTES 3 TRIMMERS AND DOES

NOT INCLUDE KING STUD - SEE FRAMING

PLANS FOR COLUMN PACK SIZE

NOTES:

1. PROVIDE A MINIMUM OF (2) 2X4 OR (2) 2X6 TRIMMERS

FOR ALL HEADERS CALLED OUT ON FRAMING PLAN

2. ALL COLUMNS NOTED ON FRAMING PLANS ARE FOR

BEARING UNDER HEADER ONLY AND DO NOT INCLUDE

KING STUD

Offic e o f F ac ilit ies

Drawing Title: Project:

Approved Facilities Manager:

Approved Medical Center Director:

Building Number: Checked by: Drawn by:

Date:

Project No.:

Drawing No.:

Dwg of

U.

S.

D ep ar tm en t o f Ve te ra ns A ffa irs

6/

/2

3:

:3

PM

STRUCTURAL DETAILS RENOVATE HISTORIC

BUILDINGS 19, 20, & 42

03/29/2019

649-18-106

42-S-501 95 135

JTBJWV42

V.A. MEDICAL CENTER 500 N. HWY 89

PRESCOTT, AZ 86313

(928) 445-4860

BID DOCUMENTS

42-S-501 SCALE: NTS

1 TYPICAL CORNER FRAMING

42-S-501 SCALE: NTS

2 SHEAR WALL DETAIL

42-S-501 SCALE: NTS

4 TYPICAL SHEAR PANEL

Revision Date

42-S-501 SCALE: NTS

3 TYPICAL HEADER POST

GRADE

SEE CIVIL

4"

1' - 8"

5' - 4"

1' - 4"

U P

TO

'-0

4"

STRUCTURAL COLUMN

BASE PLATE

COLUMN ANCHORAGE, SEE DETAIL 3/S-502

REINFORCED

CONCRETE SLAB

#3 TIE AT 12" O.C., MAX. TYP.

(4) #5 VERTICAL REBARS, TYP.

GRADE: SLOPE AWAY 6" IN FIRST 5'-0"

S-501

SIM

(5) #5 REBAR, CONTINUOUS

IN FOOTING, CENTER IN

FOOTING

#5 REBAR AT 16" O.C., MAX.

3" CLR.

(1) #5 REBAR AT EACH VERTICAL

BAR BENT AS SHOWN, TYP. 36

6"

EXISTING MASONRY

EXISTING FOUNDATION WALL

FINISH FLOOR

100'-0"

2'

2" M

IN

1/2" EXPANSION JOINT, TYP.

1/

2" C

LR

#3 REINFORCING BAR AT 18"

O.C., EACH WAY. CENTER IN

SLAB

1' - 4"

3'

6"

PRE-CAST COLUMN CAP, BY OTHERS

#5 VERTICAL REBAR, TYP.

STIRRUP

HORIZONTAL

REINFORCEMENT,

CONTINUOUS THROUGH

COLUMN

3" CLR.

3" C

LR

3" CLR.

1' - 4"

1'

4"

3" C

LR

GRADE

SEE CIVIL

5' - 4"

REINFORCED

CONCRETE SLAB

#5 VERTICAL REBAR,

AT 16" O.C., MAX.

GRADE: SLOPE AWAY 6" IN FIRST 5'-0"

(5) #5 REBAR, CONTINUOUS

IN FOOTING, CENTER IN

FOOTING

#5 REBAR AT 16" O.C., MAX.

3" CLR.

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