36C24618R0096-016.pdf

"A

Concrete Anchor (Drilled)

Pipe

Construction Concrete

Rounded to Nearest Inch

Swivel Ring

All Thread Rod

Note on Plan: Hanger Number and "A" Dimension

Hanger No. 02C Concrete Anchor

Hanger No. 01S

Pipe

Rod Thread All with Lock Nut or Equal Top Beam C-Clamp Model 300 Michigan

Swivel Ring

Nearest Inch Rounded to

Bar Joist Steel I-Beam or

"A

Note on Plan: Hanger Number and "A" Dimension

Top Beam C-Clamp

Nearest Inch Rounded to Cut Base Lgth

'A

Finish Floor to

Adjustable Pipe Stand Hanger No. 16S

Note on Plan Center Line of Pipe

Pipe

Pipe Saddle (Welded to Nipple)

Flange

6" of Threads 1 1/2"x 0-8 Pipe Nipple with

2" Pipe

C

Note on Plan: Hanger Number and "A" Dimension

L

Threaded

2"x 1 1/2" Threaded Reducer

Threaded Sch 40

Rounded to

"A

NOTE 0N PLAN: HANGER NUMBER AND "A" DIMENSION

AND ROD

STEEL SAMMY SCREW

HANGER NO. 17S

SAMMY SCREW

3/8"

Z PURLIN

1/2 PURLIN DEPTH MAX.

PIPE

SWIVEL RING

Nearest Inch All Thread Rod

All Thread Rod

AND ROD

STEEL SAMMY SIDEWINDER

HANGER NO. 18S

"A

NOTE 0N PLAN: HANGER NUMBER AND "A" DIMENSION

3/8"

Z PURLIN

SAMMY SIDEWINDER

1/2 PURLIN DEPTH MAX.

PIPE

SWIVEL RING

Rounded to Nearest Inch

Note on Plan: Hanger Number, "A" Dimension, Nearest Inch "A

Unistrut Size and Length

Top of Beamor Bar Joist

Rounded to

Model 300 Michigan Top Beam Clamp or Equal

Unistrut/Top Beam C-Clamps Inverted Hanger No. 04T

Swivel Ring Pipe

1.5" x 1.5" Unistrut Header

All Thread Rod with Spring Nut

Specifications:

1.) Scope of work - Sprinkler contractor is to install in accordance with applicable Codes, Standards and Specifications a complete Wet Type Automatic Sprinkler System.

2.) To be performed in a workmanship like manner by persons trained in similar type installations and licensed, where required, by the AHJ.

3.) Hydraulic information is to be provided at the main Sprinkler Riser on a Hydraulic Data Plate.

4.) Earthquake bracing to be provided as per code and/or AHJ.

5.) All Inspector's Test Connections and Low Point Drains to be installed per Codes and Standards.

6.) All Hangers to be installed per NFPA and other applicable Codes, refer to details for additional information.

7.) Piping to be pitched:

Wet Pipe Systems - Level or slight pitch to drain.

Dry Pipe systems - Mains & X-mains = 1/4" in 10' 8.) Main piping - Sch. 40 black steel pipe - Cut, Grooved and Deburred.

9.) X-mains & Branchlines - Sch. 40 black steel pipe - Cut, Reamed and threaded, 10.) Pipe Joint Compound applied to male threads only.

11.) Others to provide: Painting, Electrical Wiring, Control Wiring, Fire Extinguishers, Underground and any other work not shown or specified.

12.) All system componets and materials to be U.L Listed and installed per NFPA and Manufacture's Listing.

General Notes:

The Sprinkler System is designed in accordance with UFC 3-600-01 and NFPA 13.

All components shall comply with the buy American Act.

All Fire Protection (Sprinkler) Electrical Supervisory Wiring by "Others".

All testing to be witnessed and signed by a Representative of the Owner.

All work is to be coordinated with other trades prior to fabriication or installation.

Whenever possible, attempts have been made with this layout to coordinate with other trades, based on Architect and Engineers drawings.

Hydraulic Calculations are based on the componets and piping as shown on FP drawings, any alterations will change Calculations and should be verified prior to change.

Refer to All Architectual, Mechanical, Electrical, Structual and Site Plans for additional information.

Sprinkler Contractor to submit Manufacture's Technical Data and specifications on all equipment used.

The Owner is responsible for providing adequate heat to protect all types of Fire Protection Systems from freezing and from mechanical damage.

The Owner is responsible for maintaining the proper operating condition of his/her system(s) and devices.

Sprinkler Contractor to include Inspection and Service for a period of one year from completion and acceptance of System.

Spare sprinkler heads shall be provided and stored in a cabinet on the premises as follows:

Head wrenches for each type of sprinkler used is to be stored in cabinet.

(1) 1 to 300 sprinklers -------------- 6 heads

(2) 301 to 1000 sprinklers---------- 12 heads

(3) Over 1000 sprinklers ----------- 24 heads

18.) Pipe sizing per:__________________________________________________.

13.) Provide spare head cabinet with a minimum of 2 of each type of sprinkler head used.

17.) 24-hour supervision to be provided by others.

15.) System to be hydrostatically tested @ 200psi for 2 hours - per N.F.P.A. #13.

16.) Low points of system shall have provisions for proper drainage.

14.) This building to be properly protected against exposure.

HYDRAULIC CALCULATIONS

19.) Quick-response sprinklers shall not be permitted for use in extra hazard occupancies.

20.) Sprinklers in unconditioned spaces shall be intermediate temperature rated, 200 degree fahrenheit.

Maximum number of bends and Minimum bend radius to be per Manufactures installation instructions.

N/A

15-0

N/A

N/A

N/A

15-0

32 2-1/2

12-0

10-0

12-0

12-0

9-0

12-0

8-0

12-0

1-1/43/4

10-0

6-6

8-0

6-0

8-0

7-0

10-0

1-1/2

UP TO AND

INCLUDING 4"

3/8" 6" AND 8" 1/2"

MAX.

FIGURE A-6-2.3.3(b) DISTANCE FROM SPRINKLER TO HANGER

PIPE SIZE

6" FOR COPPER PIPE

12" FOR STEEL PIPE

TABLE 6-1.4.1 HANGER ROD SIZE

GREATER THAN 6" FOR COPPER PIPE

DIAM. OF ROD

COPPER TUBE

LIGHTWALL

THREADED

CPVC

SIZE (IN)

NOMINAL PIPE

THEN EXTEND HERE

PIPE SIZE DIAM. OF ROD

WITHOUT SUPPORT

GREATER THAN 12" FOR STEEL PIPE

FOR ANY PIPE SIZE

PENDENT SPRINKLER

ARMOVER TO

FIGURE A-6-2.3.4(b) UNSUPPORTED ARMOVER

CROSSMAIN

BRANCHLINE OR

WHERE A BRANCHLINE SUPPORTS SPRINKLERS IN A

PENDENT POSITION BELOW THE CEILING, THE

HANGER CLOSTEST TO THE SPRINKLER SHALL BE OF

A TYPE THAT PREVENTS UPWARD MOVEMENT OF THE

PIPING.

6" FOR COPPER PIPE

12" FOR STEEL PIPE

FOR ANY PIPE SIZE

15-0 15-015-015-015-0

12-0

12-0

N/A 12-0

12-012-0

15-0

12-0

TABLE 6-2.2 MAXIMUM DISTANCE BETWEEN HANGERS (FT-IN.)

STEEL PIPE

N/A

5-6

(1) (2) (4) (5)

(3)

White Wall Escutcheon Plate

Pipe Passing Thru Wall

Wall

WALL PENETRATIONS

Not To Scale

Fire Stop- Match Rating

Floor Penetrations Not To Scale

Pipe

Floor

Ceiling

Escutcheon Plate - White

Pipe Riser Clamp 2 Piece w/ bolts

Fire Stop & Water Tight

Sprinkler Head Location in Ceiling Tile(s):

Sprinkler heads will be located in the ceiling tiles as shown in the detail below. ( 1, 2, & 3 )

(1) 2'X4' Tile with sprinkler head located in center of tile.

(2) 2'x4' Tile with decorative cut in tile. Sprinkler head to be located centered in either upper or lower area. At the discretion of the sprinkler contractor.

(3) 2'X2' Tile with sprinkler head located in center of tile.

(4) 2'X4' Tile with sprinkler head located in tile to best suit the requirements of NFPA 13 (this may be different in each tile)

(5) 2'x4' Tile Sprinkler head to be located centered in either upper or lower area. At the Discretion of the sprinkler contractor.

GENERAL NOTES

IBC Use Classification: New - Business

Installation based on NFPA-13: 2010 Edition National Fire Code Compliance: NFPA #13

Work Description: New Buildings Designed In Accordance With: NC IBC - FM Global - ISO - UFC 3-600-01

Type of System: Wet All Pipe To Be Schedule 10 & 40 Black

"Flex-Head" Detail

Br. L ine Piping

Ceilin g

Pend Spklr

Stainless Flexible Tubing

ENGINEERS PLANNERS LANDSCAPE ARCHITECTS SURVEYORS 3D LASER SCANNING

VIKA MARYLAND LLC

W W W . V I K A . C O M

(301) 916-4100 FAX (301) 916-2262

20251 CENTURY BOULEVARD SUITE 400 GERMANTOWN, MARYLAND 20874

1451 Dolley Madison Blvd. Suite 220 McLean VA 22101-3812 703-827-9552 www.ehlert-bryan.com Department of

Veterans Affairs

Drawing Title:

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Approved: Project Director

Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

ARCHITECTS/ENGINEERS:CONSULTANTS:

FULLY SPRINKLERED

STAMP

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

VA FORM 08-6231. Oct 1978

HD

HD

P ro je ct

XX

XX

XX

XX

"C on su lt.

" P ro je ct

X1

635 S. Fairfax Street Alexandria, VA 22314 703.838.8414 www.healingdesign.comVirginia

DESIGN-AIRE ENGINEERING, INC.

www.daengineering.com317.464.9090 220 North College Avenue Indianapolis, Indiana 46202

EB#1450072

DWG. OF

1201 Broad Rock Blvd. Richmond, VA 23249

COMMUNITY LIVING CENTER

EXPANSION AND RENOVATION

EWB DAEAPRIL 14, 2017

VA 246 14R 0013

100% CONSTRUCTION DOCUMENTS

Lic. No. 13101

EARL WADE BOULWARE

C O

MMO NWE A LT H O F V I RG I N

I A

P R

O

F E S S I O N A L E N G I N E E R FP001

FIRE PROTECTION DETAILS

PLUMBING Sheet List

Sheet Number Sheet Name

Sheet Order

FP001 FIRE PROTECTION DETAILS 97

LEVEL 1 FIRE PROTECTION PLAN - KNUCKLEFP101

FP102

FP201

FP202

LEVEL 1 FIRE PROTECTION PLAN - EAST HOUSE

INTERSTITIAL FIRE PROTECTION PLAN - KNUCKLE

INTERSTITIAL FIRE PROTECTION PLAN - EAST HOUSE

C10.2 C10

L K J H

G

C12

C11

EF

PATIENT

PATIENT

PATIENT

PATIENT PATIENT PATIENT PATIENT PATIENT PATIENT PATIENT

PATIENT

PATIENT

PATIENT

LINEN

2 BED RM

TOILET

TOILET

1 BED RM

SHOWER

TOILET

TOILET

1 BED RM

TOILET

2 BED RM2 BED RM

TOILET

2 BED RM

TOILET

2 BED RM

TOILET

2 BED RM

TOILET

2 BED RM

TOILET

TOILET

1 BED RM

4 BED RM

TOILET

OFFICE

NOURISHMENT

KITCHEN

DAY RM

CORRIDOR

TOILET

CLEAN

UTILITY

SOILED

UTILITY

NURSES

AND CLERK

STATION

NURSE

TOILET

MEDICATION

ELEC SVC

BAY

CLEAN

MECH SVC

BAY - M

SHOWER

SHOWER

CORRIDORCORRIDOR

1N-171

1N-1681N-170

1N-169 1N-167

1N-166

1N-161

1N-160

IN-162

1N-157

1N-158

1N-155

1N-156

1N-151

1N-152 1N-150

1N-149 1N-147

1N-144

1N-145 1N-148

1N-146

CIN-6

1N-142

1N-139

1N-141 1N-143

1N-140

CIN-5

1N-126

1N-159 1N-127

1N-120

CIN-2

CIN-3

1N-165

1N-114

1N-121

CIN-7

CIN-8

1N-109

Existing 12" Stand Pipe Supply in Basement4" W et Tap w /4"

G -G

B utte rfl y V a.

w/Tam p Switc h

Existing 12" Stand Pipe Supply in Basement Tunnel

1 A-151b

4" 5'

-8

/2

G

G

(11 '-8

8'-

0 1 /2"

Up 4" x

'-8

1/ 2"

(G -G

2 1/2"

0'-7"8'-10"

9'-5" G - G

1/

2" 0'

-1 1"

4' -8

5' -7

G

G

2 1/2" 2'-1 1/2"

G - G

2 1/2"1'-8 1/2" 10'-0" 2'-0"

6'-1 1/2" 0'-4"

20'-2" G - G

1/

2" 5'

-5

/2

4' -1

1/

2" 6'

-6

0' -1

1"

'-9

G

G

1/

2" 3'

-2

G

G

2 1/2" 0'-6" 10'-9"7'-7 1/2"

2'-1 1/2"

21'-0" G - G

1/

2" 4'

-3

/2

'-6

5'

-2

/2

'-0

G

G

5' -4

0' -9

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

3'-4"

6'-5" 3'-7" 6'-7 1/2"

21'-0" G - G

1/

2" 3'

-9

/2

'-1

0" 5'

-4

/2

'-0

G

G

1/

2"

0' -6

/2

"2' -2

/2

2'

-9

G

G

2 1/2"

1'-6 1/2" 8'-6 1/2" 1'-5 1/2"

9'-3" 20'-9 1/2"

G - G

2 1/2" 2'-2 1/2"6'-1"7'-10 1/2"1'-1"

2'-3" 1'-6"

21'-0" G - G

2 1/2"

4'-6" 1'-5"

5'-9" 2'-1 1/2"

13'-9 1/2" G - G

1/

4"

'-4

/2

1 1 /4" x 6'-

1"

1/

4"

'-4

/2

1/

4" 4'

-1

/2

1/

4"

'-1 0"

1 1/4" 9'-1 1/2"

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

1/

4"

'-2

1 1/4" 4'-1 1/2"

1 1/4" 0'-9"

1/

4" 8'

-7

/2

1 1 /4" x 6'-

2 1 /2"

1/

4" 8'

-7

/2

1/

4" 2'

-1

1 1/4" 5'-10"

1 1/4" 6'-9" 1 1/4"

0'-9"

1 1/4" 0'-9"

1 1/4" 7'-10 1/2"

1 1/4" 7'-10 1/2"

1 1/4" 1'-9 1/2"

1 1/4" 1'-9 1/2"

1 1/4" 6'-10 1/2"

1/

4" 4'

-1

/2

1/

4" 9'

-1 0"

1/

4"

'-5

1/

4" 5'

-4

/2 " 1

1/ 4"

1' -0

/2

1/

4" 1'

-1

/2

1/

4" 8'

-1

1/

4" 9'

-4

1/

4" 9'

-9

/2

1/

4" 8'

-5

1/

4" 8'

-4

1/

4" 4'

-7

/2

1/

4" 7'

-8

1/

4" 1'

-1 0"

1/

4" 9'

-3

1/

4"

'-0

1/

4" 3'

-9

/2

1/

4" 5'

-1 0"

1" 2'-10 1/2"

1" 0'-11 1/2"

1" 0'-4 1/2"

1" 0'-4 1/2"

1" 2'-0"

1" 1'-8"

1" 1'-4 1/2"

1" 0'

-1

1/ 2"

1" 7'

-0

/2

1/

4" 5'

-4

/2 "1

1/ 4"

1' -0

/2

1/ 4"

'-5

1" 1'-10 1/2"

0' -6

/2

1 1/4" 10'-0 1/2"

1" 0'

-7

/2

1"

1" 0'

-1 0"

1" 0'

-1 0"

1" 0'

-1 0"

1" 0'

-1 0"

1" 0'

-1 0"

1/

4" 8'

-9

1" 0'

-1

1/ 2"1 1/4"

3'-5 1/2"

1/

4" 8'

-9

1/

4" 7'

-4

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

1" 0'

-1

1/ 2"

1 1/4" 1'-2 1/2"

1/

4"

'-7

/2

1" 0'-6"

1/

4" 5'

-5

/2

1/

4" 5'

-4

1/

4" 5'

-5

1" 0'-6 1/2"

1" 0'-6 1/2"

1" 0'-8 1/2"

1" 0'-4"

1/

4"

'-7

/2 "1 1/

4"

'-9

1" 0'

-1

1/ 2"1 1/4"

5'-6"

1/

4" 7'

-2

/2

1/

4" 7'

-2

/2

1" 1' -7

1" 1'-11 1/2"

1" 2'-4 1/2"

1" 0'-6 1/2"

1" 1'

-0

/2

1" 1'

-0

/2

1" 0'

-6

/2

1" 0'

-6

/2

1" 0'

-6

/2

1" 1'

-0

/2

1" 0'

-6

/2

1" 1'

-0

/2

1" 0'

-8

/2

1" 0'

-8

/2

1" 1'-0 1/2"

1" 1'-0 1/2"

1" x

1'- 3 1

/2"

1" x

1'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 4"1" x 2'-

4"

1" x

2'- 8 1

/2"

1" x

3'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

2'-

1" x

3'- 3 1

/2"

1" x

2'- 9"

1" x

2'- 9"

1" x

2'- 9"

1" x

2'- 9" 1" x 2'-

9"

1" x

1'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

2'-

1/ 2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 4 1

/2" 1" x 1'-

8 1 /2"

1" x

0'- 4"

1" x

0'- 4 1

/2"

1" x

0'- 4"

1" x

0'- 4 1

/2"

1" x

2'- 4 1

/2"

1" x

2'- 4"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

1'- 4 1

/2"

1" x

2'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

3'- 3 1

/2"

10'-0 " F

F

10'-0 " F

F

10'-6 " F

F

10'-6 " F

F

10'-6 " F

F

6' -7

/2

1'-6" 10'-9"4'-3 1/2"7'-8"

3' -7

/2

5'-1"

4'-7 1/2"

1'-0"

4'-9 1/2"

2' -1

/2

0' -7

/2

'-6

4' -6

/2

4'-9"

11'-6 1/2"

10'-5"

11'-3 1/2" 0'-5 1/2"

9'-9"

11'-0 1/2" 7'-7 1/2"

SEE SHEET FP102

FOR CONTINUATION

ENGINEERS PLANNERS LANDSCAPE ARCHITECTS SURVEYORS 3D LASER SCANNING

VIKA MARYLAND LLC

W W W . V I K A . C O M

(301) 916-4100 FAX (301) 916-2262

20251 CENTURY BOULEVARD SUITE 400 GERMANTOWN, MARYLAND 20874

1451 Dolley Madison Blvd. Suite 220 McLean VA 22101-3812 703-827-9552 www.ehlert-bryan.com Department of

Veterans Affairs

Drawing Title:

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Approved: Project Director

Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

ARCHITECTS/ENGINEERS:CONSULTANTS:

FULLY SPRINKLERED

STAMP

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

VA FORM 08-6231. Oct 1978

HD

HD

P ro je ct

XX

XX

XX

XX

"C on su lt.

" P ro je ct

X1

635 S. Fairfax Street Alexandria, VA 22314 703.838.8414 www.healingdesign.comVirginia

DESIGN-AIRE ENGINEERING, INC.

www.daengineering.com317.464.9090 220 North College Avenue Indianapolis, Indiana 46202

EB#1450072

DWG. OF

1201 Broad Rock Blvd. Richmond, VA 23249

COMMUNITY LIVING CENTER

EXPANSION AND RENOVATION

EWB DAEAPRIL 14, 2017

VA 246 14R 0013

100% CONSTRUCTION DOCUMENTS

Lic. No. 13101

EARL WADE BOULWARE

C O

MMO NWE A LT H O F V I RG I N

I A

P R

O

F E S S I O N A L E N G I N E E R FP101

LEVEL 1 FIRE PROTECTION

PLAN - KNUCKLE

1/8" = 1'-0"1 LEVEL 1 FIRE PROTECTION PLAN - KNUCKLE

A

C13C12

BCDEF

UP

Hydraulic Information RICH-1 OCCUPANCY CLASSIFICATION Light Hazard

DENSITY 0.100gpm/ft² for 1500.00ft² (Actual 1532.76ft²)

TOTAL HOSE STREAMS 100.00

TOTAL HEADS FLOWING 17

K-FACTOR 5.6

TOTAL WATER REQUIRED 374.91

TOTAL PRESSURE REQUIRED -53.882

BASE of RISER (gpm) 274.91

BASE of RISER (psi) 92.045

SAFETY MARGIN (psi) +93.498 (236.0%)

1/

2" 0'

-1 1"

4' -5

7'

-7

5' -1

1" 2'

-2

'-0

G

G

2 1/2"1'-8 1/2" 10'-0" 2'-0"

6'-1 1/2" 0'-4"

20'-2" G - G

1/

2" 5'

-5

/2

4' -1

1/

2" 6'

-6

0' -1

1"

'-9

G

G

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

8'-6" G - G

1/

2" 3'

-2

G

G

2 1/2" 0'-6" 10'-9"7'-7 1/2"

2'-1 1/2"

21'-0" G - G

2 1/2"

8'-9" 8'-5 1/2"

17'-2 1/2" G - G

1/

2" 5'

-7

/2

3' -9

/2

6'

-2

/2

2' -0

/2

0'

-6

0' -4

'-6

G

G

2 1/2" 1'-0" 8'-2"8'-0 1/2"

17'-2 1/2" G - G

1/

2" 1'

-4

4' -9

5'

-3

2' -8

0'

-6

/2

0' -4

'-1

1/ 2"

G

G

1/

2" 7'

-3

9' -8

0'

-8

'-7

G

G

1/

2" 1'

-1 1"

5' -0

7'

-0

1' -0

5' -4

0' -9

'-0

G

G

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

3'-4"

6'-5" 3'-7" 6'-7 1/2"

21'-0" G - G

1/

2"

0' -1

1/

2" 5'

-6

2' -8

3'

-0

/2

0' -6

1'

-5

/2

5' -1

1/

2"

'-1

G

G

1/

2" 5'

-1

/2

5' -4

/2

0'

-6

9' -6

0' -6

'-0

G

G

1/

2" 5'

-0

5' -0

/2

4'

-1

1/ 2"

6' -0

'-0

G

G

1/

2"

0' -6

/2

"2' -2

/2

2'

-9

G

G

2 1/2"

1'-6 1/2" 8'-6 1/2" 1'-5 1/2"

9'-3" 20'-9 1/2"

G - G

1/

2"

1' -1

1/

2" 7'

-8

4' -0

/2

3'

-5

/2

0' -4

2'

-6

/2

'-0

G

G

2 1/2" 2'-2 1/2"6'-1"7'-10 1/2"1'-1"

2'-3" 1'-6"

21'-0" G - G

2 1/2"

4'-6" 1'-5"

5'-9" 2'-1 1/2"

13'-9 1/2" G - G

1 1/4" 6'-10 1/2"

1 1/4" 9'-10"

1/

4" 4'

-1

/2

1/

4" 9'

-1 0"

1/

4"

'-5

1 1/4" 2'-10"

1/

4" 5'

-7

1 1/4" 5'-8 1/2"

1/

4" 9'

-8

1/

4" 7'

-6

/2

1/

4"

'-1 0"

1/

4" 5'

-4

/2 " 1

1/ 4"

1' -0

/2

1/

4" 1'

-1

/2

1/

4" 8'

-1

1/

4"

'-3

/2

1/

4"

'-1 0"

1/

4"

'-1 0"

1/

4" 9'

-5

1 1/4" 1'-6" 1 1/4"

6'-2"

1/

4" 7'

-5

1/

4" 9'

-1

1/ 2"

1/

4" 6'

-8

1/

4" 9'

-4

1/

4" 9'

-9

/2

1/

4" 9'

-1

1/

4" 6'

-3

1/

4" 8'

-6

1/

4" 9'

-6

/2

1/

4" 8'

-5

1/

4" 8'

-4

1/

4" 4'

-7

/2

1/

4" 7'

-8

1/

4" 1'

-1 0"

1/

4" 9'

-3

1/

4"

'-0

1/

4" 3'

-9

/2

1/

4" 8'

-8

1/

4" 8'

-0

1/

4" 5'

-1 0"

1/

4" 5'

-7

/2

1 1/4" 4'-3"

1 1/4" 2'-4 1/2"

1 1 /4" x 4'-

1 1 /4" x 4'-

1 1/4" 1'-10 1/2"

1 1/4" 2'-4 1/2"

1 1/4" 5'-10"

1 1/4" 4'-3"

1 1/4" 5'-10"

1 1/4" 1'-10 1/2"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 10'-1 1/2"

1 1/4" 6'-5 1/2"

1 1/4" 8'-0 1/2"

1 1/4" 6'-7"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 10'-1 1/2"

1 1/4" 14'-10"

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

1/

4" 1'

-4

1 1/4" 7'-11 1/2"

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

3'-4 1/2"

1 1/4" 11'-1 1/2"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 1'-8 1/2"

1 1/4" 1'-8 1/2"

1 1/4" 12'-2 1/2"

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

1 1/4" 7'-8 1/2"

1 1/4" 6'-7 1/2"

1 1/4" 8'-11 1/2"

1 1/4" 7'-11 1/2"

1 1/4" 9'-10"

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

1'-8 1/2"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 1'-8 1/2"

1 1/4" 11'-10"

1 1/4" 13'-8 1/2"

1 1/4" 1'-8 1/2"1 1/4"

7'-6"

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

1 1/4" 14'-6 1/2"

1 1/4" 9'-10"

1 1/4" 5'-0"

1 1/4" 7'-8 1/2"

1 1/4" 6'-7 1/2"

1 1/4" 9'-10" 1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 9'-10"

1 1/4" 11'-10"

1 1/4" 7'-9"

1 1/4" 8'-9"

1 1/4" 6'-7 1/2"

1 1/4" 10'-10 1/2" 1 1/4"

12'-7 1/2"

1 1/4" 25'-9"

1 1/4" 10'-10 1/2"

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

1 1/4" 8'-9"

1 1/4" 7'-11 1/2"

1 1/4" 18'-11 1/2"

1 1/4" 8'-9"

1 1/4" 8'-9"

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

1 1/4" 19'-9"

1 1/4" 7'-6"

1 1/4" 22'-10 1/2"

1 1/4" 11'-10"

1 1/4" 11'-10"

1 1/4" 11'-10"

1 1/4" 5'-0"

1 1/4" 9'-10"

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

1" 0'

-8

/2

1" 0'

-8

/2

1" 2'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 0'

-8

/2

1" 0'

-4

/2

1" 0'

-8

/2

1" 0'

-6

/2

1" 1' -0

1" 0'

-6

/2

1" 1' -0

1" 0'

-6

/2

1" 2' -6

1" 0'

-8

/2

1" 3'

-1

/2

1" 1'

-7

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 3'

-1

1/ 2"

1" 1'

-0

/2

1" 1'

-6

/2

1" 1'

-6

/2

1" 1'

-0

/2

1" 0'

-4

/2

1" 0'

-6

/2

1" 8'-9"

1" 1'

-0

/2 " 1"

1' -0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2 " 1"

1' -0

/2

1" 1'-10"

1" 1'-10"

1" 0'

-8

/2

1" 0'

-4

/2

1" 1'

-7

/2

1" 1'

-0

/2 " 1"

1' -0

/2

1" 1'-10"

1" 0' -8

1" 1'

-8

/2

1" 1' -7

1"

2' -4

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1' -6

1" 1' -2

1" 1'

-0

/2

1" 1'

-0

/2

1" 0' -8

1" 1'

-8

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 2'-2"

1" 1' -7

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 1'

-0

/2

1" 2'

-0

/2

1" 1'

-8

/2

1" 2'-2"

1" 2'-2"

1/

4" 6'

-0

/2

1/

4" 4'

-1

/2

1" 0' -6

1" 4'-6"

1" 4'-6"

1" 2'-4"

1" 2'-10 1/2"

1" 0'-10 1/2"

1" 1'-1"

1" 1'-0 1/2"

1" 0'-11 1/2"

1" 0'-4 1/2"

1" 0'-4 1/2"

1" 2'-0"

1" 1'-8"

1" 1'-4 1/2"

1" 0'-7"

1" 1'-1 1/2"

1" 1'-3"

1" 1'-1"

1" 0'

-1

1/ 2"

1" 1'-2 1/2"

1" 2'-2 1/2"

1" 0'

-6

/2

1" 0'

-6

/2

1" 1'-8"

1" 1'-8"

1" 1'-8"

1" 1'-9 1/2"

1" 7'

-0

/2

1" 0'-8 1/2"

1" 0'-8 1/2"

1" 2'-3 1/2"

1/

4" 5'

-4

/2

1/

4"

'-8

1/

4" 8'

-9

1/

4" 1'

-0

/2

1 1/4" 2'-11"

1/

4" 6'

-6

/2

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

1/

4"

'-5

1" 1'-10 1/2"

1 1/4" 10'-7"

1" 1'

-0

/2

1" 0'

-6

/2

1" 1'-4"

1" 0'

-6

/2 "1 1/4"

7'-10"

1" 1'

-0

/2

1" 1'

-0

/2

1 1/4" 8'-7"

1 1/4" 7'-10"

1" 0'

-6

/2

1" 1'

-2

/2

1 1/4" 9'-4 1/2"

1" 1'-4"

1" 1'-4"

1" 0'

-6

/2

1" 0'

-6

/2

1 1/4" 7'-10"

1 1/4" 9'-4 1/2"

1 1/4" 10'-0 1/2"

1" 0'

-7

/2

1" 0'-3"

1" 0'-4 1/2"

1" 0'

-1 0"

1" 0'

-1 0"

1" 0'

-1 0"

1" 0'

-1 0"

1" 0'

-1 0"

1/

4" 8'

-9

1" 0'

-1

1/ 2"1 1/4"

3'-5 1/2"

1/

4" 8'

-9

1/

4" 7'

-4

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

1" 0'

-1

1/ 2"

1 1/4" 1'-2 1/2"

1/

4"

'-7

/2

1" 0'-6"

1/

4" 5'

-5

/2

1/

4" 5'

-4

1/

4" 5'

-5

1" 0'-6 1/2"

1" 0'-6 1/2"

1" 0'-8 1/2"

1" 0'-4"

1/

4"

'-7

/2 "1 1/

4"

'-9

1" 0'

-1

1/ 2"

5'-6"

1/

4" 7'

-2

/2

1/

4" 7'

-2

/2

1" 1' -7

1" 1'-11 1/2"

1" 2'-4 1/2"

1" 0'-6 1/2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 4"1" x 2'-

4"

1" x

3'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

2'-

1" x

3'- 3 1

/2"

1" x

2'- 9"

1" x

2'- 9"

1" x

2'- 9"

1" x

2'- 9" 1" x 2'-

9"

1" x

1'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

3'- 3 1

/2"

1" x

2'-

1/ 2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

1'- 3 1

/2"

1" x

1'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

1'- 3 1

/2"

1" x

2'- 3 1

/2"

1" x

1'- 3 1

/2"

1" x

2'- 4 1

/2" 1" x 1'-

8 1 /2"

1" x

0'- 4 1

/2"

1" x

0'- 4"

1" x

0'- 4"

1" x

0'- 4"

1" x

0'- 4 1

/2"

1" x

0'- 4 1

/2"

1" x

0'- 4 1

/2"

1" x

0'- 4 1

/2"

1" x

0'- 4"

1" x

0'- 4 1

/2"

1" x

1'- 4 1

/2"

1" x

2'- 4 1

/2"

1" x

2'- 4"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

2'- 4"

1" x

2'- 4"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 4"

1" x

2'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

1'- 4 1

/2"

1" x

2'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

2'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2" 1" x 2'-

4 1 /2"

1" x

2'- 4 1

/2"

1" x

2'- 4 1

/2"

1" x

2'- 4 1

/2"

1" x

1'-

1/ 2"

1" x

1'-

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 4 1

/2"

1" x

2'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2" 1" x 1'-

8 1 /2"

1" x

1'- 8 1

/2"

1" x

1'- 4 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 4 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

1'- 8 1

/2"

1" x

2'- 2 1

/2" 1" x 1'-

2 1 /2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

0'-

1/ 2"

1" x

0'-

1/ 2"

1" x

0'-

1/ 2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

0'-

1/ 2"

1" x

1'- 2 1

/2" 1" x 1'-

2 1 /2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

2'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2" 1" x

0'-

1/ 2"

1" x

0'-

1/ 2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

2'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"1" x

0'-

1/ 2"

1" x

0'-

1/ 2"

1" x

0'-

1/ 2"

1" x

0'-

1/ 2"

1" x

0'-

1/ 2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

0'-

1/ 2"

1" x

1'- 2 1

/2"

1" x

1'- 2 1

/2"

1" x

3'- 3 1

/2"

10'-6 " F

F

10'-6 " F

F

10'-6 " F

F

10'-0 " F

F

10'-0" F F

10'-0 " F

F

10'-0 " F

F

10'-6 " F

F

10'-6" F F

10'-0 " F

F

10'-0 " F

F

4' -1

/2

'-0

5' -4

/2

8'

-0

3' -6

/2

"3 '-1

1/

2" 7'

-8

5' -6

'-0

3' -1

1/

2" 3'

-1

1/ 2"

'-0

5'

-8

9' -8

1'

-8

/2

'-5

'-6

6' -1

3'

-0

8' -0

6'

-7

/2

1'-6" 10'-9"4'-3 1/2"7'-8"

5' -1

0"

6'-0"

'-7

'-6

5' -1

1" 2'

-3

3' -7

/2

6'-4 1/2"

4' -6

/2

9'-9"

11'-0 1/2" 7'-7 1/2"

SEE SHEET FP101

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Drawing Title:

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Approved: Project Director

Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

ARCHITECTS/ENGINEERS:CONSULTANTS:

FULLY SPRINKLERED

STAMP

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

VA FORM 08-6231. Oct 1978

HD

HD

P ro je ct

XX

XX

XX

XX

"C on su lt.

" P ro je ct

X1

635 S. Fairfax Street Alexandria, VA 22314 703.838.8414 www.healingdesign.comVirginia

DESIGN-AIRE ENGINEERING, INC.

www.daengineering.com317.464.9090 220 North College Avenue Indianapolis, Indiana 46202

EB#1450072

DWG. OF

1201 Broad Rock Blvd. Richmond, VA 23249

COMMUNITY LIVING CENTER

EXPANSION AND RENOVATION

EWB DAEAPRIL 14, 2017

VA 246 14R 0013

100% CONSTRUCTION DOCUMENTS

Lic. No. 13101

EARL WADE BOULWARE

C O

MMO NWE A LT H O F V I RG I N

I A

P R

O

F E S S I O N A L E N G I N E E R FP102

1/8" = 1'-0"1 LEVEL 1 FIRE PROTECTION PLAN - EAST HOUSE

LEVEL 1 FIRE PROTECTION PLAN -

EAST HOUSE

C11

C12 C13

G

HJKL

C10 C10.2

SEE SHEET FP202

FOR CONTINUATION

ENGINEERS PLANNERS LANDSCAPE ARCHITECTS SURVEYORS 3D LASER SCANNING

VIKA MARYLAND LLC

W W W . V I K A . C O M

(301) 916-4100 FAX (301) 916-2262

20251 CENTURY BOULEVARD SUITE 400 GERMANTOWN, MARYLAND 20874

1451 Dolley Madison Blvd. Suite 220 McLean VA 22101-3812 703-827-9552 www.ehlert-bryan.com Department of

Veterans Affairs

Drawing Title:

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Approved: Project Director

Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

ARCHITECTS/ENGINEERS:CONSULTANTS:

FULLY SPRINKLERED

STAMP

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

VA FORM 08-6231. Oct 1978

HD

HD

P ro je ct

XX

XX

XX

XX

"C on su lt.

" P ro je ct

X1

635 S. Fairfax Street Alexandria, VA 22314 703.838.8414 www.healingdesign.comVirginia

DESIGN-AIRE ENGINEERING, INC.

www.daengineering.com317.464.9090 220 North College Avenue Indianapolis, Indiana 46202

EB#1450072

DWG. OF

1201 Broad Rock Blvd. Richmond, VA 23249

COMMUNITY LIVING CENTER

EXPANSION AND RENOVATION

EWB DAEAPRIL 14, 2017

VA 246 14R 0013

100% CONSTRUCTION DOCUMENTS

Lic. No. 13101

EARL WADE BOULWARE

C O

MMO NWE A LT H O F V I RG I N

I A

P R

O

F E S S I O N A L E N G I N E E R FP201

1/8" = 1'-0"1 INTERSTITIAL FIRE PROTECTION - KNUCKLE

INTERSTITIAL FIRE PROTECTION -

KNUCKLE

UP

G

MECHANICAL

1N-252

HJK

SEE SHEET PL201

FOR CONTINUATION

ENGINEERS PLANNERS LANDSCAPE ARCHITECTS SURVEYORS 3D LASER SCANNING

VIKA MARYLAND LLC

W W W . V I K A . C O M

(301) 916-4100 FAX (301) 916-2262

20251 CENTURY BOULEVARD SUITE 400 GERMANTOWN, MARYLAND 20874

1451 Dolley Madison Blvd. Suite 220 McLean VA 22101-3812 703-827-9552 www.ehlert-bryan.com Department of

Veterans Affairs

Drawing Title:

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Approved: Project Director

Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

ARCHITECTS/ENGINEERS:CONSULTANTS:

FULLY SPRINKLERED

STAMP

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

VA FORM 08-6231. Oct 1978

HD

HD

P ro je ct

XX

XX

XX

XX

"C on su lt.

" P ro je ct

X1

635 S. Fairfax Street Alexandria, VA 22314 703.838.8414 www.healingdesign.comVirginia

DESIGN-AIRE ENGINEERING, INC.

www.daengineering.com317.464.9090 220 North College Avenue Indianapolis, Indiana 46202

EB#1450072

DWG. OF

1201 Broad Rock Blvd. Richmond, VA 23249

COMMUNITY LIVING CENTER

EXPANSION AND RENOVATION

EWB DAEAPRIL 14, 2017

VA 246 14R 0013

100% CONSTRUCTION DOCUMENTS

Lic. No. 13101

EARL WADE BOULWARE

C O

MMO NWE A LT H O F V I RG I N

I A

P R

O

F E S S I O N A L E N G I N E E R FP202

1/8" = 1'-0"1 INTERSTITIAL FIRE PROTECTION - EAST HOUSE

INTERSTITIAL FIRE PROTECTION -

EAST HOUSE