S02 631-451 Part 4.pdf

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic e of

F ac il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% DESIGN DOCUMENTS

FULLY SPRINKLERED

631-451

C

U se rs \d b u sh e y \D o cu m e n ts

\R e v it C e n tr a ls

\2 \V

A N h P ri m a ry

C a re d b u sh e y S M

R Q

.r v t

/2

/2

:1

:2

A

M

Approver

INTERIOR FINISH

SCHEDULES

1-AF - 103

UPGRADE PRIMARY CARE FEBRUARY 28, 2020

Approver

Approver

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR FINISH BASE WALL FINISH CASEWORK

WINDOW

SHADES

CEILING

FINISH COMMENTS

1228 MEDS LVT RB-1a P GROUP 2 - AT-1

1229 SHARED APPT. LVT RB-1a P - WS-1A AT-1

1230 SHARED APPT. LVT RB-1a P - - AT-1

1231 TELE-HEALTH LVT RB-1a P GROUP 2, 5 - AT-1

1232 TELE-HEALTH LVT RB-1a P GROUP 2, 5 - AT-1

1233 PAT. TLT PT PT-1d PT - - AT-1

1234 SOILED UTILITY WSF IB SGLP GROUP 2 - AT-1

1235 MED EQUIP LVT RB-1a P - - AT-1

1236 SHARED APPT. STOR. LVT RB-1a P - - AT-1

1237 HSKP WSF IB SGLP - - AT-1

1238 STAFF TLT PT PT-1d PT - - AT-1

1239 CONFERENCE CPT RB-1a P - WS-1A, WS-2A AT-1

1240 STAFF BREAK LVT RB-1a PT, P GROUP 2, 3 WS-1A AT-1

1240A LOCKERS LVT RB-1a P - - AT-1

1244 ON CALL CPT RB-1a P - WS-1A, WS-2A AT-1

1245 STAFF TLT PT PT-1d PT GROUP 3 - AT-1

1246 ON CALL CPT RB-1a P - WS-1A, WS-2A AT-1

1247 IT CLOSET SEAL CONC RB-1a P - - -

1250 CLEAN UTILITY WSF IB SGLP - WS-1A AT-1

1251 MEDS WSF IB P GROUP 2, 3 WS-2A AT-1

1252 LINEN WSF IB P - - AT-1

1253 VENDING TT PRB-1a P - WS-1A AT-1

1254 SHELL SPACE LVT RB-1a P - WS-1A AT-1

1300 STAFF TLT PT PT-1d PT - - AT-1

1301 OFFICE CPT RB-1a P - WS-1A AT-1

1302 OFFICE CPT RB-1a P - WS-1A AT-1

1303 OFFICE CPT RB-1a P - WS-1A AT-1

1304 STORAGE LVT RB-1a P - WS-1A AT-1

1305 OFFICE CPT RB-1a P - WS-1A AT-1

1306 MECHANICAL ROOM ETR ETR ETR - WS-1A ETR

1307 STAFF TLT PT PT-1d PT, WF - - AT-1

1308 STAFF TLT PT PT-1d PT, WF - - AT-1

1309 OFFICE CPT RB-1a P - WS-1A AT-1

1310 OFFICE CPT RB-1a P - WS-1A AT-1

1311 OFFICE CPT RB-1a P - WS-1A AT-1

1312 OFFICE CPT RB-1a P - WS-1A AT-1

1313 OFFICE CPT RB-1a P - WS-1A AT-1

1314 OFFICE CPT RB-1a P - WS-1A AT-1

1315 OFFICE CPT RB-1a P - WS-1A AT-1

1316 OFFICE CPT RB-1a P - WS-1A AT-1

1317 OFFICE CPT RB-1a P - WS-1A AT-1

1318 OFFICE CPT RB-1a P - WS-1A AT-1

1319 OFFICE CPT RB-1a P - WS-1A AT-1

1320 HSKP WSF IB SGLP - - AT-1

1321 CORRIDOR LVT PRB-1a P - - AT-1

C100 CORRIDOR TT RWC-1b P - WS-1A AT-1, MTL-1, P

C101 CORRIDOR LVT PRB-1a P - - AT-1, P

C102 TEAM WORK CPT RB-1a P - WS-1A AT-1, P

C103 CORRIDOR LVT PRB-1a P - - AT-1

C104 TEAM WORK LVT, CPT RB-1a P - WS-1A AT-1, PT

C105 CORRIDOR LVT PRB-1a P - - AT-1

C106 LOADING DOCK SEAL CONC RB-1a P - WS-1A AT-1

E100 ELEC. SEAL CONC RB-1a P - - -

E101 ELEC SEAL CONC RB-1a P - - AT-1

M000 ELEV. MACHINE ROOM ETR ETR ETR - - ETR

M001 ELEV. ETR ETR ETR - - ETR

M101 ELEV. ETR P+M P+M - - ETR

S-102 EXIST. STAIR ETR P+M P+M - - ETR

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR FINISH BASE WALL FINISH CASEWORK

WINDOW

SHADES

CEILING

FINISH COMMENTS

1000 VESTIBULE MAT PRB-1a P - - -

1100 VEST. MAT PRB-1a P - - AT-1

1101 WAITING TT, CPT PRB-1a P GROUP 4 - P, MTL-1, AT-1

1101A BARI TLT PT PT-1d PT - - AT-1

1101B PUB TLT PT PT-1d PT - - AT-1

1101C PUB TLT PT PT-1d PT - - AT-1

1101D PUB TLT PT PT-1d PT - - AT-1

1103 POLICE LVT RB-1a P - - AT-1

1104 TREAT CPT RB-1a P - WS-1A AT-1

1105 TREAT CPT RB-1a P - - AT-1

1106 TREAT CPT RB-1a P - - AT-1

1107 MH VIEW LVT PRB-1a P - - AT-1

1108 MH WAITING CPT PRB-1a P - - AT-1

1109 TREAT CPT RB-1a P - - AT-1

1110 TREAT CPT RB-1a P - - AT-1

1111 TREAT CPT RB-1a P - - AT-1

1112 TREAT CPT RB-1a P - - AT-1

1113 HSKP WSF IB SGLP - - AT-1

1114 OFFICE SUPPLY LVT RB-1a P - - AT-1

1115 STAF TLT PT PT-1d PT - - AT-1

1116 STORAGE LVT RB-1a P - - AT-1

1117 TREAT CPT RB-1a P - - AT-1

1118 CHECK-IN/OUT CPT RB-1a P GROUP 1 - AT-1, P

1119 PAT. TLT PT PT-1d PT - - AT-1

1120 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1121 CLOSET LVT RB-1a P - - AT-1

1200 PCMHI EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1201 PAT. TLT PT PT-1d PT - - AT-1

1202 STAFF TLT PT PT-1d PT - - AT-1

1203 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1204 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1205 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1206 CONSULT LVT RB-1a P GROUP 2, 5 - AT-1

1207 CONSULT LVT RB-1a P GROUP 2, 5 - AT-1

1208 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1209 PROCEDURE WSF IB SGLP GROUP 2, 5 - AT-1

1209C TLT PT PT-1d PT - - AT-1

1210 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1211 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1212 CONSULT LVT RB-1a P GROUP 2, 5 - AT-1

1213 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1214 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1215 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1216 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1217 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1218 PCMHI EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1219 PCMHI EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1220 CONSULT LVT RB-1a P GROUP 2, 5 - AT-1

1221 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1222 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1223 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1224 CONSULT LVT RB-1a P GROUP 2, 5 - AT-1

1225 CONSULT LVT RB-1a P GROUP 2, 5 - AT-1

1226 EXAM LVT RB-1a P GROUP 2, 5 - AT-1

1227 PROCEDURE WSF IB SGLP GROUP 2, 5 - AT-1

1227A TLT PT PT-1d PT - - AT-1

ALL WORK IN NORTH

WING TO BE

CONSIDERED A

DEDUCT-ALTERNATE

SIGNAGE SCHEDULE

NOTES

SIGNAGE

PACKAGE PAGE

REFERENCE SIGN TYPE

ESTIMATED

QTY

8" X 36" FROSTED ACRYLIC WITH ARCHITECTURAL D-008 (M06/LCU/STU) 4

18" X18" DIGITALLY PRINTED ACRYLIC PHOTOGRAPHS D-009 (M07-PC-M01/STU) 10

16" X 24" DIGITALLY PRINTED ACRYLIC PHOTOGRAPHS D-009 (M07-PC-M01/STU) 50

24" X 36" DIGITALLY PRINTED ACRYLIC PHOTOGRAPHS D-009 (M07-PC-M01/STU) 28

9" X 9" RIGHT ANGLE W/WOOD HEADER D-002 (RA-2PS/BRA) 7

9" X 9" RIGHT ANGLE W/WD ACCENT D-004 (RA-PC/BRA) 2

36" X 10" ACRYLIC ELEVATOR PANEL D-008 DL(M06-PC/LCU) 1

16" X 16" FLOOR LEVEL IDENTIFIER D-008 DL(M06-PC/LCU) 1

60" X 84" CUSTOM DISPLAY D-0015 DL(M14-PC/STU/SPA/F54) 1

9" X 24" CEILING MOUNT OVERHEAD D-005 DL(OHA-VA-OHH)D/F 1

9" X 36" CEILING MOUNT OVERHEAD D-005 DL(OHA-VA-OHH)D/F 1

9" X 48" CEILING MOUNT OVERHEAD D-006 DL(OHA-VA-OHH)D/F 2

15" X 10" FRAMED INFO HOLDER W/HEADER D-003 DL(SPL-PC/AP-IB/F54) 6

12" X 10" FRAMED INFORMATION HOLDER D-003 F(AP/F54) 11

38" X 52" HONDURUS MAHOGONAY LAMINATED PANEL D-0011 F(M09/LCU/8AP/8F54) 2

2" X 9" CARD HOLDER D-001 HGR 15

11" X 8-1/2" ACETATE INSERT D-003 IB 6

2-1/2" X 1/4" SATIN ALUM TNR BOLD D-0010 LCU 107

6" X 1/4" SATIN ALUM TNR BOLD D-007 LCU 26

3" SATIN ALUM STAR D-0010 LCU 1

1/2" X 20" SATIN ALUM BARS D-0010 LCU 2

9" X 9" RIGHT ANGLE LIFE SAFETY D-0013 LS(RA-PS/BRA) 10

9" X 9" FRAMED GRAPHIC D-002 LS(SPA/PS/F54) 11

6" X 20" PANEL D-0012 LS(SPC-PC) 3

6" X 20" FRAMED NO WEAPONS D-0012 LS(SPC-PC/F54) 1

22" X 20" FRAMED REGULATORY D-0012 LS(SPC-PC/F54) 1

9" X 9" FRAMED LIFE SAFETY D-0014 LS(SPC-PC/F54) 2

15" X 12" FRAMED PHOTO D-0010 M02/IP/F20 2

NOTE: REFER TO SPECIFICATIONS- ADDENDUM #3 FOR SIGNAGE PACKAGE

INFORMATION. SIGNAGE PACKAGE TO BE REVIEWED WITH THE VA DURING

THE REGULAR SUBMITTAL PROCESS WITH A SHOP DRAWING AND A FINAL

PRE-FABRICATION SUBMITTAL.

VIS Construction Consultants 595 Dorset Street, Suite #5 South Burlington, VT 05403

802-658-6100

FLOORCOVERING FINISH TYPES

DESCRIPTION

VERTICAL

SURFACE

TRANSACTION

SURFACE

HORIZONTAL

SURFACE

MILLWORK FINISH TYPESWALL FINISH TYPES

FLOORCOVERING MATERIALS ARE IDENTIFIED ON BOTH THE ROOM FINISH SCHEDULE AND ON THE FLOOR FINISH DISTRIBUTION PLAN. THE COMPLEXITY OF FINISHES / MATERIALS ARE CLARIFIED ON THE DISTRIBUTION PLANS BY ONE OF THE SYMBOLS

NOTED BELOW:

FLOORCOVERING SYMBOL LEGEND:

1. CPT - CARPET

REFRESH / 00101

PULLS

CPT-1a PATCRAFT/ CITY FLORA

MODULAR 10285

24"x24" INSTALL: BRICK

NOTES

GENERAL NOTES

1. NOTE: FURTHER INFORMATION IS INCORPORATED IN THE ROOM FINISH SCHEDULE 1-AF-103, AND IN THE DISTRIBUTION PLANS

1-AF-101, 1-AF-102, & 1-AF-105.

2. THE SOLE INTENT OF THIS DOCUMENT IS TO IDENTIFY THE COLOR AND / OR FINISH OF THE MATERIALS SPECIFIED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY COR OF ANY DISCREPANCIES BETWEEN ANY / ALL DOCUMENTS.

3. REFER TO THE ARCHITECTURAL SPECIFICATIONS FOR IMPORTANT INFORMATION REGARDING THE SPECIFIED FINISH

MATERIALS AND MANUFACTURERS.

4. ALL NOTES REPRESENT TYPICAL CONDITIONS, UNLESS OTHERWISE NOTED ON DISTRIBUTION PLANS.

5. AT THE SUBMITTAL STAGE, SUBMIT PHYSICAL SAMPLES TO THE DESIGNER FOR APPROVAL PRIOR TO PURCHASE AND

FABRICATION.

2. WSF - WELDED SEAM SHEET FLOORING

PURPOSE / PD116WSF-1a MANNINGTON / INTERSECT 12' ROLL HEAT WELD

ALL SEAMS

3. LVT - LUXURY VINYL TILE

CHERRY / AROW7000LVT-1a MANNINGTON /

AMTICO WOOD

6"x36" STRAIGHT EDGE

4. PT - PORCELAIN TILE (FLOOR)

GRIS LINEN / P690PT-1a DALTILE / FABRIQUE 12"x12"

INSTALL: STACKED

EPOXY GROUT: 1/8"

6. MAT - WALK OFF MAT

QUARTZ / 00715MAT-1a PATCRAFT / BEYOND THE

DOOR/ PASEO MODULAR

24"x24" INSTALL:

MONOLITHIC

7. WB - WALL BASE

JOHNSONITE /

TRADITIONAL WALL BASE

PEARL / 22 6" HRB-1a USE STRAIGHT BASE WITH

CPT, AND COVE BASE WITH

RESILIENT FLOORING

CODE MFR / PATTERN NAME / NO. COLOR NAME / NO. SIZE NOTES

CODE MFR / PATTERN NAME / NO. COLOR NAME / NO. SIZE NOTES

CODE MFR / PATTERN NAME / NO. COLOR NAME / NO. SIZE NOTES

CODE MFR / PATTERN NAME / NO. COLOR NAME / NO. SIZE NOTES

CODE MFR / PATTERN NAME / NO. COLOR NAME / NO. SIZE NOTES

CODE COLOR NAME / NO. SIZE NOTESMFR / PATTERN NAME / NO.

JOHNSONITE / MILLWORK

CONTOURED WALL BASE

PEARL / 22 6" HPRB-1a PROFILE: MONARCH

WALL FINISH MATERIALS ARE IDENTIFIED ON BOTH THE ROOM FINISH SCHEDULE AND ON THE WALL FINISH DISTRIBUTION PLAN.

THE COMPLEXITY OF FINISHES / MATERIALS ARE CLARIFIED ON THE DISTRIBUTION PLANS BY ONE OF THE SYMBOLS NOTED

BELOW:

WALL SYMBOL LEGEND:

1. P- PAINT

WHITE DOWN / #OC-131P-1a BENJAMIN MOORE SHEEN: CEILINGS- FLAT, WALLS- EGGSHELL, HM DOORS/FRAMES- SEMI-GLOSS

P-1b BENJAMIN MOORE

TO MATCH SHERWIN WILLIAMS

KOI POND / SW-7727

P-1d BENJAMIN MOORE

CODE MFR COLOR NAME / NO. NOTES

NOTE: AREAS DESIGNATED AS P SHALL RECEIVE GENERAL PAINT TYPE P-1a, UNLESS NOTED ON THE DISTRIBUTION PLANS / ELEVATIONS WITH ACCENT COLOR SYMBOL BELOW. AREAS DESIGNATED AS SGLP ON THE ROOM FINISH SCHEDULE 1-AF-103, TO RECEIVE SEMI-GLOSS

LATEX PAINT, REFERENCE PT SYMBOLS FOR EPXY COLOR CODES.

2. RWC - RIGID WALL COVERING

WHITE SAND 0103RWC-1a HEIGHT: 34" AFF COLOR TO MATCH PT-1a

CODE MFR / PATTERN NAME / NO. COLOR NAME / NO. NOTES

INPRO/RIGID SHEET WALL

PROTECTION / PALLADIUM

BEADBOARD PANELS

3. PT - PORCELAIN TILE (WALL)

CREME LINEN / P686PT-1b INSTALL: STACKED

EPOXY GROUT: 1/8"

PT-1c

CODE MFR / PATTERN NAME / NO. COLOR NAME / NO. NOTES

DALTILE / FABRIQUE

DALTILE / FABRIQUE

12"x24"

SIZE

6"x24"

1. S - SOLID SURFACE

COTTAGE LANES-1a DUPONT / CORIAN

CODE MFR / PRODUCT COLOR NAME/NO. NOTES

2. PRM - POLYMER RESIN MATERIAL

FOSSIL LEAF RANDOMPRM-1a 3-FORM / VARIA ECORESIN

CODE MFR/PATTERN NAME/NO. COLOR NAME/NO.

GAUGE: 1/4"

NOTES

5. CASEWORK SCHEDULE

CASEWORK FINISHES / MATERIALS ARE IDENTIFIED BY GROUP IN THE ROOM FINISH SCHEDULE, AND ON CUSTOM

CASEWORK DRAWINGS AS LISTED IN THE SCHEDULE BELOW:

GROUP

CHECK IN /

CHECK OUT

S-2a1

FLOOR COVERING SPECIAL INSTRUCTIONS AND NOTES

1. FOR TRANSITIONS BETWEEN DISIMILAR FLOOR FINISHES, REFER TO INTERIOR DETAILS 1-AS - 503.

2. MARBLE FLOOR THRESHOLDS AT TOILET ROOMS, U.O.N.

3. INSTALLER TO SUBMIT SEAMING DIAGRAM TO DESIGNER FOR APPROVAL AT SUBMITTAL STAGE.

4. EPOXY GROUT TO MATCH COLOR OF FIELD TILE, SUBMIT SELECTOR TO DESIGNER.

5. REFER TO SPECS FOR RELATED TILE BASE / TRIM TYPES AND SIZES.

6. LAY OUT ALL TILE WORK SO AS TO MINIMIZE CUTS LESS THAN ONE-HALF OF THE SIZE.

7. INTEGRAL BASE MATERIAL DESIGNATED AS IB SHALL MATCH ADJACENT FLOOR MATERIAL. CAP ALL RESILIENT SHEET INTEGRAL BASE WITH METAL CAP STRIP AND INSTALL CRAIN FLOOR COVERING TOOLS: TRIM LINE METAL CORNER SYSTEM #270 AND #271 OUTSIDE AND

INSIDE CORNERS, SILVER, 6" H.

WALL FINISH SPECIAL INSTRUCTIONS AND NOTES

1. REFER TO COR FOR SPECIAL PATTERNS.

2. EPOXY GROUT TO MATCH COLOR OF FIELD TILE, CONTRACTOR TO SUBMIT SELECTOR TO DESIGNER FOR APPROVAL

3. REFER TO SPECS FOR RELATED BASE / TRIM TYPES AND SIZES.

4. LAY OUT ALL TILE WORK SO AS TO MINIMIZE CUTS LESS THAN ONE-HALF OF THE SIZE.

CEILING FINISH SPECIAL INSTRUCTIONS AND NOTES

1. INTERIOR SOFFITS DESIGNATED AS PTD SHALL BE PAINTED TO MATCH ADJACENT CEILING, U.O.N.

2. INTERIOR FASCIAS DESIGNATED AS PTD SHALL BE: PAINTED TO MATCH ADJACENT ACT SYSTEM, U.O.N.

3. LAY OUT ALL TILE WORK SO AS TO MINIMIZE CUTS LESS THAN ONE-HALF OF THE SIZE OR 6", WHICHEVER IS GREATER.

MISCELLANEOUS FINISH NOTES

1. KICK PLATES, PUSH PLATES, ARMOR PLATES SHALL BE INPRO RIGID SHEET TO MATCH DOOR.

2. VINYL HANDRAILS DESIGNATED AS HR-1 SHALL BE KOROSEAL BELLALUCENT ROUND HANDRAIL. COLOR: FOSSIL LEAF. SILVER TOP CAP AND SILVER U CHANNEL BOTTOM. SATIN CHROME BUTTON CAPS. VINYL HANDRAILS DESIGNATED AS HR-2 SHALL BE INPRO 3500 SERIES, COLOR: SHAKER

CHERRY HANDRAIL AND WHITE SAND BUMPER RAIL.

3. VINYL CHAIR RAILS DESIGNATED CHR-1 SHALL BE KOROSEAL BELLALUCENT CHAIR RAIL. COLOR: FOSSIL LEAF. SILVER TOP CAP AND SILVER U

CHANNEL BOTTOM. SATIN CHROME BUTTON CAPS.

4. VINYL CORNER GUARDS DESIGNATED AS CG-1 SHALL BE INPRO 150 SURFACE MOUNT CORNER GUARD.

COLOR: REFER TO DETAIL 6/1-AF-105.

5. VINYL CORNER GUARDS DESIGNATED AS CG-2 SHALL BE INPRO 150D SURFACE MOUNT END WALL PROTECTOR.

COLOR: REFER TO DETAIL 6/1-AF-105.

6. VINYL CORNER GUARDS DESIGNATED AS CG-3 SHALL BE INPRO G2-150 SURFACE MOUNT FOR NON 90° ANGLES.

FIELD VERIFY ANGLES. COLOR: REFER TO DETAIL 6/1-AF-105.

7. INTEGRAL SINKS DESIGNATED AS S SHALL BE CORIAN VANILLA.

8. WINDOW SILLS DESIGNATED AS S SHALL BE CORIAN VANILLA.

9. PARTIAL HEIGHT WALLS TO RECEIVE: S-1A CAP.

10. INTERIOR DOOR FRAMES DESIGNATED AS PTD SHALL BE: P-1D, U.O.N.

11. INTERIOR DOORS DESIGNATED AS PTD SHALL BE: PAINTED TO MATCH ADJACENT WALLS.

12. INTERIOR DOORS DESIGNATED AS WD SHALL BE: SELECT WHITE MAPLE, STAINED TO MATCH ARCHITECT'S CONTROL SAMPLE.

13. ROLLER SHADES TRANSLUCENT PRIVACY FABRIC (WS-1A) SHALL BE VC.

14. ROLLER SHADES BLACKOUT FABRIC (WS-2A) SHALL BE VC.

15. CUBICLE CURTAIN FABRIC SHALL BE VV. SHOWER CURTAIN FABRIC SHALL BE VV.

16. HVAC REGISTERS AND GRILLS, ELECTRICAL PANELS, ACCESS PANELS, LIGHTING FLANGES, AND SPRINKLER HEADS SHALL BE FIELD PAINTED TO

MATCH ADJACENT WALL OR ACT.

17. CONTRACTOR TO INSTALL TRIM-TEX TEAR AWAY BEAD AT ALL GWB CORNERS.

STAFF WORK

COUNTER

S-2a S-2a / PRM-1a / AWC-1a / WD-1a

WIRE -

PRODUCT TYPE

REDUCER / TRANSITION STRIP

(NOTE: NOT ALL SHOWN)

DENOTES COLOR/MATERIAL ABOVE

DENOTES

COLOR/MATERIAL BELOW

XXX-#A

GRAIN / STRIATION DIRECTION

# INDICATES PRODUCT CODE

LETTER INDICATES COLOR CODE

PRODUCT TYPE

XXX-#A

# INDICATES PRODUCT CODE

LETTER INDICATES COLOR CODE

DENOTES COLOR ON ALL WALLS OF ROOM

DENOTES EXTENT OF COLOR/MATERIAL

XXX-#A

XXX-#A

XXX-#A

XXX-#A

TO MATCH SHERWIN WILLIAMS

FAWN BRINDLE / SW-7640

P-1e BENJAMIN MOORE

*SEE WALL PROTECTION PLAN FOR LOCATIONS

P-1c BENJAMIN MOORE

CLINICAL (MIDMARK

SYNTHESIS)

- S-1a ACORN EDGE

PANEL:

TRANSCEND

DALTILE / FABRIQUE GRIS LINEN / P690 6" HPT-1d INSTALL: STACKED

EPOXY GROUT: 1/8"

SYMPHONY BLUE 2060-10

RWC-2a

4. AWC - ACOUSTICAL WALL COVERING

6249-2AWC-1a -

CODE MFR / PATTERN NAME / NO. COLOR NAME / NO. NOTES

CARNEGIE XOREL / HAVANA

3 - S-1a - --

FARM FRESH AF-360

NOTE: FOR USE WITH SCHLUTER DILEX AHK AND QUADEC.

REFRESH / 00101CPT-2a PATCRAFT/ EARTHEN WEAVE

MODULAR 10286

24"x24" INSTALL: BRICK

5. TT - TERRAZZO TILE

CUSTOM COLORTT-1a NURAZZO / CUSTOM SERIES 24" X 24" x

1/4" THICK

EPOXY GROUT: 1/8"

CODE MFR / PATTERN NAME / NO. COLOR NAME / NO. SIZE NOTES

KINETIC KHAKI /

SA50

PT-2a MESH-MOUNTED

INSTALL W/ EPOXY GROUT

DALTILE / STONE RADIANCE RANDOM

INTERLOCKING

3. FRL - FIBER REINFORCED LAMINATE

ORIGIN CHERRYFRL-1a PANOLAM

CODE MFR/PATTERN NAME/NO. COLOR NAME/NO.

TO BE MOUNTED ON

DRYWALL, CLEAR

CAULK ALL SEAMS

NOTES

PATIENT DOOR

ENTRY

4 - FRL-1a - -P, FRL-1a

SINK

BACKSPLASH

5 - - - -S-1a

CHAMPAGNE ICES-2a WILSONART -

1. AT - ACOUSTICAL CEILING TILE

3250AT-1

FOR USE WITH

ARMSTRONG PRELUDE XL

15/16" EXPOSED TEE GRID

CODE MFR / PATTERN NAME / NO. PRODUCT NO. NOTES

ARMSTRONG / OPTIMA 24"x24"

SIZE

CEILING FINISH TYPES

2. MTL - METAL CEILING (WOOD-LOOK)

CODE MFR / PATTERN NAME / NO. COLOR NAME / NO. NOTESSIZE

SARANTE S26

EARTH ROSEWOOD

MTL-1 PERFORATION: OB14

BLACK PET FELT ABOVE

USG / BARZ 2" W X 96" L X 6" H

(8" O.C.)

5. WF - WINDOW FILM

DUSTED LEAFWF-1a -

CODE MFR / PATTERN NAME / NO. COLOR NAME / NO. NOTES

DECORATIVE FILMS / SX-3141

WHITE SAND 0103

RWC-1b

HEIGHT: 86" AFF

COLOR TO MATCH PT-1a

INPRO/RIGID SHEET

WALL PROTECTION

INTERACTION / ANT104LVT-1b MANNINGTON / AMTICO

ANTHOLOGY CITY GRID

18"x18" STRAIGHT EDGE

4. WD - SOLID WOOD

STAINED TO MATCH LVT-1aWD-1a SELECT WHITE MAPLE

CODE SPECIES COLOR NAME/NO.

NOTES

STAINLESS STEEL 6" HST ST

INPRO PALLADIUM 3D

HORIZONTAL BOARD

6" HRWC-1b SHAKER CHERRY

SHEEN: CEILINGS- FLAT, WALLS- EGGSHELL,

HM DOORS/FRAMES- SEMI-GLOSS

SHEEN: CEILINGS- FLAT, WALLS- EGGSHELL,

HM DOORS/FRAMES- SEMI-GLOSS

SHEEN: CEILINGS- FLAT, WALLS- EGGSHELL,

HM DOORS/FRAMES- SEMI-GLOSS

SHEEN: CEILINGS- FLAT, WALLS- EGGSHELL,

HM DOORS/FRAMES- SEMI-GLOSS

SHAKER CHERRY 0549 HEIGHT: 34" AFF

WOODLAND SERIES

INPRO/RIGID SHEET WALL

PROTECTION / PALLADIUM

BEADBOARD PANELS

CREME LINEN / P686 INSTALL: STACKED

EPOXY GROUT: 1/8"

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% DESIGN DOCUMENTS

FULLY SPRINKLERED

631-451

12" = 1'-0"

C

U se rs \d b u sh e y \D o cu m e n ts

\R e v it C e n tr a ls

\2 \V

A N h P ri m a ry

C a re d b u sh e y S M

R Q

.r v t

/2

/2

:1

:2

A

M

Approver

MATERIALS AND

FINISHES INDEX

1-AF - 104

UPGRADE PRIMARY CARE FEBRUARY 28, 2020

Approver

Approver

NOTE: MATERIALS AND FINISHES INDEX

IS TO BE USED AS A BASIS OF DESIGN.

ALL PROJECT FINISHES ARE PENDING

APPROVED SUBMITTAL. REFER TO

SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

VIS Construction Consultants 595 Dorset Street, Suite #5 South Burlington, VT 05403

802-658-6100

NOTE: MATERIALS AND FINISHES INDEX

IS TO BE USED AS A BASIS OF DESIGN.

ALL PROJECT FINISHES ARE PENDING

APPROVED SUBMITTAL. REFER TO

SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

DN

UP

DN

UP

RWC-1aRWC-1a RWC-1a RWC-1a RWC-1a RWC-1a

RWC-1aRWC-1a

RWC-1a RWC-1a RWC-1a

RWC-1aRWC-1a

RWC-1a

RWC-1a RWC-1a RWC-1a

C H

R -1

RWC-1b

RWC-1b

RWC-1b RWC-1bRWC-1b RWC-1b RWC-1b

R W

C -1 a

TREAT

POLICE

VEST.

EXAM

TREAT

TREAT

MH VIEW

MH WAITING

TREAT

TREAT

TREAT

TREAT

HSKP

ELEC.

E100

IT CLOSET

ON CALL

1246 STAFF TLT

ON CALL

OFFICE

SUPPLY

VENDING

SOILED

UTILITY

PAT. TLT

STAFF

BREAK

CONFERENCE

LOCKERS

1240A

HSKP

SHARED

APPT. STOR.

MED EQUIP

CORRIDOR

C100

CORRIDOR

C100

LOADING

DOCK

C106

SHARED

APPT.

SHARED

APPT.

EXIST. STAIR

S-102TELE-HEALTH

TELE-HEALTH

PROCEDURE

EXAM

CONSULT

CONSULT

EXAM

EXAM

EXAM

CONSULT

PCMHI EXAM

WAITING

TREAT

CHECK-IN/OUT

PCMHI EXAM

PCMHI EXAM

EXAM

EXAM

CONSULT

EXAM

CONSULT

EXAM

PROCEDURE

EXAM

EXAM

CONSULT

EXAM

EXAM

EXAM

CLEAN

UTILITY

MEDS

TEAM WORK

C102

TEAM WORK

C102

TEAM WORK

C104TEAM WORK

C104

RWC-1a

RWC-1a

MEDS

STAFF TLT

RWC-1a RWC-1a RWC-1a RWC-1a RWC-1a RWC-1a

R W

C -1 a

RWC-1b

RWC-1bRWC-1bRWC-1b

RWC-1b HR-1

H R

-1

R W

C -1 b

C H

R -1

C H

R -1

C H

R -1

C H

R -1

CG-1

PAT. TLT

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1CG-1

CG-1

CG-1

CG-1 CG-1

CHR-1

CG-1

CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

R W

C -1 b

RWC-1b HR-1 RWC-1b HR-1

RWC-1b

RWC-1b HR-1 RWC-1b HR-1

CG-1 CG-1 CG-1 CG-1

RWC-1b HR-1 RWC-1b HR-1 RWC-1b HR-1 RWC-1b HR-1 RWC-1b HR-1

R W

C -1 b

CG-1 CG-1

CG-1 CG-1

CG-2

CG-1

R W

C -1 b H

R -1

R W

C -1 b

CG-1

STAF TLT

STORAGE

BARI TLT

1101A

PUB TLT

1101B

PUB TLT

1101C

PUB TLT

1101D

RWC-1a RWC-1a

PAT. TLT

STAFF TLT

RWC-1a

TOILET

1209A

EXAM

EXAM

TLT

1227A

LINEN

CG-1

R W

C -1 a

CG-1

CG-1

RWC-1a RWC-1a

CG-1

CG-1

CG-1

R W

C -1 a

RWC-1aRWC-1a

CG-1

CG-1 CG-1

CG-1

R W

C -2 a

R W

C -2 a

CG-1 RWC-2a

RWC-2a

R W

C -2 a

CHR-1

CHR-1

C H

R -1

C H

R -1

CG-1 CG-1

RWC-2a

R W

C -2 a

R W

C -2 a

RWC-2a

CG-1CG-1

RWC-2a

R W

C -2 a

R W

C -2 a

CG-1

RWC-2a

R W

C -2 a

R W

C -2 a

HR-1

ELEC

E101

HR-1 HR-1 HR-1 HR-1 HR-1 HR-1HR-1

RWC-1b

CG-1 CG-1

RWC-1b

R W

C -1 a

RWC-1a

CG-1CG-1CG-1CG-1 CG-1

RWC-1a

CG-1

CLOSET

SHELL

SPACE

VESTIBULE

CG-1

CG-1 CG-1

CG-1 CG-1 CG-1 CG-1 CG-1

CG-1 CG-1 CG-1 CG-1

CG-1CG-1

CG-1

CG-1 CG-1

CG-1CG-1

CG-1 CG-1

CG-1

CG-1

CG-1CG-1

CG-1

CG-1 CG-1

CG-1

CG-1 CG-1

CG-1CG-1

CG-1 CG-1

CG-1CG-1 CG-1 CG-1

CG-1CG-1

CG-1 CG-1

CG-1CG-1 CG-1 CG-1

CG-1

CG-1

R W

C -1 b

CG-1

CORRIDOR

C101

CG-1

CG-3

CG-1

CG-1

CG-1

CG-1CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1CG-1CG-1

CG-1

RWC-1a

R W

C -1 a

RWC-1a

RWC-1a

RWC-1a

RWC-1a

RWC-1a R W

C -1 a

RWC-1a

RWC-1aRWC-1a

RWC-1a

R W

C -1 a R W

C -1 a

R W

C -1 a

R W

C -1 a

R W

C -1 a

R W

C -1 a

R W

C -1 a R

W C

-1 a

R W

C -1 a

R W

C -1 a

R W

C -1 a

R W

C -1 a

CG-1

R W

C -1 b

RWC-1b

RWC-1b

CG-1

CHR-1

CHR-1

CG-2

4'-0" AFF

CG-2

CG-1

RWC-2a

CG-1

S C

O P

E O

F W

O R

K

SCOPE OF WORK

SCOPE OF WORK

S C

O P

E O

F W

O R

K

ELEV.

M101

HR-2 HR-2

HR-2HR-2HR-2

HR-2

HR-2

H R

-2 H

R -2

H R

-2 H

R -2

HR-2

WALL PROTECTION LEGEND

90° INPRO, FULL HEIGHT, U.O.N.

END CAP INPRO, FULL HEIGHT,

U.O.N.

CG-1

CG-2

PWC-1a

CHR-1

PWC-1b

PROTECTIVE WALL COVERING

CHAIR RAIL

HR-1/HR-2 HANDRAIL

PROTECTIVE WALL COVERING

ANGLED INPRO, FULL HEIGHT,

U.O.N.

CG-3

PWC-2a PROTECTIVE WALL COVERING

STAFF TLT

OFFICE

STORAGE

STAFF TLT

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

HSKP

1320 OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

STAFF TLT

OFFICE

OFFICE

OFFICE

RWC-2a

MECHANICAL

ROOM

METAL STUDS

ALUMINUM RETAINER

VINYL CORNER GUARD

VINYL CORNER GUARD

DETAIL (CG-1)

FASTENERS PER

MANUFACTURER

GWB - SEE FLOOR

PLANS FOR

PARTITION TYPES

VINYL CORNER GUARD AT END

PARTITION DETAIL (CG-2)

2" 2"

FIN. FLOOR

5/8" GWB ON

METAL STUDS

.060" RIGID SHEET

BASE AS SCHEDULED

WALL COVERING

INSTALL PER MANUF.

RECOMMENDATIONS

INSIDE CORNER

CAP WALL PROTECTION

WITH MANUFACTURER'S

TOP CAP

CAULK INSIDE CORNER

AS REQUIRED,

COLOR MATCH CAULK

CAULK VERTICAL

JOINT AS REQUIRED,

COLOR MATCH CAULK

S E

E E

L E

V A

T

IO

N

WALL PANEL

JOINT

1-AF - 105

Sim

FINISH FLOOR

BASE - SEE ELEVATIONS

TERMINATE CORNER GUARD

COVER AT TOP OF BASE

VINYL CORNER GUARD

CORNER GUARD TO MATCH

ADJACENT WALL COLOR

FINISHED CEILING - SEE RCP

TERMINATE SURFACE MOUNTED

CORNER GUARDS AT GWB SOFFIT OR

ACOUSTICAL CEILING TILE CEILING

(SEE RCP); EXTEND FLUSH MOUNTED

COVER AND RETAINER 2" ABOVE

FINISH CEILING

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S

R E

F E

R T

O R

E F

LE

C

T E

D C

E

IL

IN

G

P

LA

N 2"

FINISH FLOOR

BASE - SEE ELEVATIONS

TERMINATE CORNER GUARD

COVER AT TOP OF BASE

VINYL CORNER GUARD,

SHAKER CHERRY 549

FOR WALL MATERIAL, SEE

ROOM FINISH SCHEDULE AND

ELEVATIONS

FINISHED CEILING - SEE RCP

TERMINATE SURFACE MOUNTED

CORNER GUARDS AT GWB SOFFIT OR

ACOUSTICAL CEILING TILE CEILING

(SEE RCP); EXTEND FLUSH MOUNTED

COVER AND RETAINER 2" ABOVE

FINISH CEILING

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S

R E

F E

R T

O R

E F

LE

C

T E

D C

E

IL

IN

G

P

LA

N 2"

VINYL CORNER GUARD,

WHITE SAND 103

EXCEPTION:

AT WALLS WITH RWC-1b WAINSCOT, SPLIT CORNER GUARD TO

ALIGN COLOR WITH WALL FINISH:

@ RWC-1b, INSTALL CORNER GUARD IN SHAKER CHERRY 549

@ PTD WALL, INSTALL CORNER GUARD IN WHITE SAND 103

VINYL CORNER GUARD AT ODD

ANGLE DETAIL (CG-3)

VINYL CORNER GUARD

METAL STUDS

GWB PARTITION - SEE

FLOOR PLANS AND

PARTITION SCHEDULE

BLOCKING

ALUMINUM

RETAINER

FASTENERS PER

MANUFACTURER

3"

3"

5/8" GWB ON

METAL STUDS

2' -1

0" A

F F

MOUNTING BLOCK

ROUND HANDRAIL

.060" RIGID SHEET WALL COVERING

NOTE: REFER TO MANUFACTURER'S

GUIDELINES FOR INSTALLATION

PROVIDE BLOCKING AS REQUIRED

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% DESIGN DOCUMENTS

FULLY SPRINKLERED

631-451

As indicated

C

U se rs \d b u sh e y \D o cu m e n ts

\R e v it C e n tr a ls

\2 \V

A N h P ri m a ry

C a re d b u sh e y S M

R Q

.r v t

/2

/2

:1

:0

A

M

Approver

WALL PROTECTION PLAN

1-AF - 105

UPGRADE PRIMARY CARE FEBRUARY 28, 2020

Approver

Approver

SCALE: 1/8" = 1'-0"2

1/4" FIRST FLOOR PLAN - NORTH WING WALL

PROTECTION PLAN

SCALE: 3" = 1'-0"3

CORNER GUARD DETAIL - INPRO CG-1 & CG-2

SCALE: 1 1/2" = 1'-0"6

HIGH IMPACT PROTECTIVE WALL

COVERING - PWC

SCALE: 1 1/2" = 1'-0"7

CORNER GUARD ELEVATION DETAIL

SCALE: 3" = 1'-0"4

CORNER GUARD DETAIL - INPRO CG-3

ALL WORK IN

NORTH WING TO

BE CONSIDERED

A DEDUCT-

ALTERNATE.

REFER TO

SPECS FOR

CLARIFICATION

ON BREAKDOWN

OF ALTERNATE

COMPONENTS

SCALE: 1 1/2" = 1'-0"5

HIGH IMPACT PROTECTIVE WALL

COVERING @ HANDRAILS

VIS Construction Consultants 595 Dorset Street, Suite #5

PIPING LEGENDABBREVIATIONS

FIRE PROTECTION MAIN

FIRE PROTECTION MAIN UNDERGROUND

WET PIPE SPRINKLER PIPING

DRY PIPE SPRINKLER PIPING

PREACTION SPRINKLER PIPING

DRAIN PIPING

FIRE PUMP TEST HEADER PIPING

BACKFLOW TEST HEADER PIPING

FIRE DEPARTMENT CONNECTION PIPING

PIPE ELEVATION CHANGE

CAP ON END OF PIPE

PIPE BREAK

DIRECTION OF FLOW INDICATION

1. THE CONTRACTOR SHALL FURNISH LABOR, MATERIALS, TOOLS AND OTHER EQUIPMENT

REQUIRED TO INSTALL THE WORK INDICATED. THE CONTRACTOR SHALL FURNISH AND

INSTALL ITEMS NECESSARY FOR A COMPLETE FIRE PROTECTION SYSTEM. MATERIALS

SHALL BE NEW AND SHALL BEAR UL LISTING / FM APPROVAL. WORK SHALL CONFORM

WITH ALL APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS

AND APPLICABLE FEDERAL, STATE AND LOCAL CODES. CONTRACTOR SHALL SECURE

PERMITS AND PAY THE FEES REQUIRED TO CARRY OUT HIS WORK. THE CONTRACTOR

SHALL FURNISH COPIES OF CERTIFICATES AND PERMITS TO THE ARCHITECT.

2. ALL WORK SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES

AND REGULATIONS. IN EVENT OF CONFLICT BETWEEN OR AMONG SPECIFIED

REQUIREMENTS AND PERTINENT CODES OR REGULATIONS, MORE STRINGENT

REQUIREMENTS SHALL GOVERN.

3. THE FIRE PROTECTION CONTRACTOR SHALL PERFORM A HYDRANT FLOW TEST IN

ACCORDANCE WITH NFPA 291 TO OBTAIN STATIC AND RESIDUAL PRESSURES. FLOW

TESTING SHALL BE PERFORMED AT OR NEAR THE PEAK USAGE TIME OF THE WATER

SUPPLY. RESULTS SHALL BE SUBMITTED TO THE ENGINEER PROMPTLY AND IN

WRITING.

4. THE FIRE PROTECTION CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS. IN

EXISTING SYSTEMS, THE CONTRACTOR SHALL CARRY SUFFICIENT SCOPE AND FEE TO

TRACE THE SYSTEM BACK TO THE SYSTEM RISER IN SUFFICIENT DETAIL TO SUPPORT

HYDRAULIC CALCULATIONS.

5. SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED TO PROVIDE AT LEAST THE

MINIMUM REQUIRED DISCHARGE DENSITY OVER THE APPLICABLE DESIGN AREA FOR

ALL AREAS INCLUDING THE HYDRAULICALLY MOST DEMANDING AREA, AS REQUIRED BY

NFPA 13 AND BY OWNER'S INSURANCE UNDERWRITER. DRAWINGS ARE NOT INTENDED

TO INDICATE LOCATION OR SIZE OF ALL REQUIRED BRANCH PIPING.

6. THE FIRE PROTECTION CONTRACTOR SHALL DEVELOP AND WORKING PLANS (SHOP

DRAWINGS) FOR THE SPECIFIED SYSTEMS IN ACCORDANCE WITH NFPA 13 AND

APPLICABLE INSURANCE REQUIREMENTS. WORKING PLANS SHALL BE APPROVED BY

THE ENGINEER, IN WRITING PRIOR TO SUBMITTAL TO THE AUTHORITY HAVING

JURISDICTION. WORKING PLANS SHALL BE DEVELOPED UNDER THE DIRECTION OF AND

BEAR THE STAMP OF EITHER A REGISTERED PROFESSIONAL ENGINEER IN THE

APPLICABLE STATE OR A NICET LEVEL III OR IV FIRE PROTECTION TECHNICIAN. IF THE

JURISDICTION REQUIRES A LICENSED ENGINEER TO STAMP WORKING PLANS, THEN THE

CONTRACTOR SHALL RETAIN A PROFESSIONAL ENGINEER AT NO ADDITIONAL COST TO

THE OWNER.

7. WORKING PLANS SHALL BEAR THE NAME, LICENSE NUMBER, AND EXPIRATION DATE OF

THE SPRINKLER FITTER LICENSE (WHERE APPLICABLE).

8. THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL,

CUTTING, AND STORAGE OF CEILING TILES TO ACCOMMODATE THE INSTALLATION OF

SPRINKLERS. THE CONTRACTOR SHALL REPLACE ANY DAMAGED CEILING TILES.

9. DESIGN INTENT IS TO PROVIDE ALL AREAS WITH FULL NFPA 13 SPRINKLER COVERAGE

WITH MAINS ROUTED AND SIZED AS INDICATED ON CONTRACT DRAWINGS.

10. SPRINKLERS SHALL BE THOSE SCHEDULED OR AN APPROVED EQUAL (REFER TO

SPECIFICATIONS). TEMPERATURE RATING SHALL BE AS SCHEDULED EXCEPT WHERE

NFPA 13 REQUIRES A HIGHER TEMPERATURE RATING. SHOULD FIELD CONDITIONS

REQUIRED HIGHER TEMPERATURE RATED SPRINKLERS, NOTIFY THE ENGINEER

PROMPTLY AND IN WRITING.

11. INTENT IS THAT SPRINKLERS IN AREAS WITH FINSHED CEILINGS BE INSTALLED IN THE

LOCATION INDICATED ON CONTRACT DOCUMENTS. ANY DEVIATIONS SHALL BE

INDICATED ON SHOP DRAWINGS.

12. SPRINKLER LOCATIONS IN AREAS WITHOUT FINISHED CEILINGS ARE DIAGRAMMATIC

AND ARE INTENDED TO SHOW AN APPROXIMATE QUANTITY OF CEILING-LEVEL

SPRINKLERS REQUIRED. CONTRACTOR SHALL REVIEW EXISTING CONDITIONS,

STRUCTURAL, MECHANICAL, AND ARCHITECTURAL DRAWINGS TO ENSURE PROPER

COVERAGE. FULL COVERAGE, COORDINATED WITH ALL OBSTRUCTIONS PER NFPA 13,

SHALL BE PROVIDED.

13. UNLESS NOTED OTHERWISE, ABOVE-CEILING AREAS ARE CONSIDERED CONCEALED

SPACES WITH MINIMAL COMBUSTIBLE LOADING AND SHALL NOT REQUIRE SPRINKLER

PROTECTION PER NFPA 13 §8.15.1.2, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL

ADVISE THE ENGINEER, IN WRITING, IF FIELD CONDITIONS VARY FROM DESIGN

DRAWINGS SUCH THAT ABOVE-CEILING SPRINKLER PROTECTION IS REQUIRED.

14. AT TIME OF BID, THE SPRINKLER CONTRACTOR SHALL SUBMIT UNIT PRICES FOR

ADDITIONAL SPRINKLERS THAT MAY BE REQUIRED BASED UPON DESIGN CHANGES.

UNIT PRICE FOR ADDITIONAL SPRINKLERS SHALL INCLUDE ALL REQUIRED LABOR AND

MATERIALS TO ADD A SPRINKLER INCLUDING SPRINKLER INSTALLATION, TAPPING

BRANCH PIPING, ARMOVER / RUNOUT PIPING, SPRINKLER, DRAINDOWN, ETC..

15. PIPING INSTALLED ABOVE SENSITIVE AREAS (ELECTRICAL ROOMS, DATA ROOMS, ETC.)

SHALL BE LIMITED TO THE PIPING REQUIRED TO SERVE THE SPACE. NO OTHER FIRE

PROTECTION PIPING SHALL BE PERMITTED WITHIN THESE AREAS.

16. FIRE PROTECTION SYSTEM PIPE ROUTING AS SHOWN IS DIAGRAMMATIC AND FOR

REFERENCE ONLY. DRAWINGS SHOW A SUGGESTED PIPING ROUTE ONLY AND ARE NOT

INTENDED TO SHOW ALL REQUIRED OFFSETS. FIRE PROTECTION CONTRACTOR MAY

ALTER PIPING WITH WRITTEN APPROVAL OF ENGINEER.

17. PIPE ROUTING IS SHOWN DIAGRAMMATICALLY ON FIRE PROTECTION DRAWINGS SHALL

BE ADJUSTED FOR ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL

CLEARANCES AND LIMITATIONS AND FOR EQUIPMENT SELECTION. FURNISH AND

INSTALL ALL ELEMENTS REQUIRED TO COMPLETE INTENDED PIPING SYSTEMS

WHETHER OR NOT THESE ELEMENTS ARE SPECIFICALLY SHOWN ON THE DRAWINGS

OR CALLED FOR IN THE SPECIFICATIONS.

18. PAINT ALL EXPOSED PIPING. REFER TO ARCHITECTURAL SPECIFICATIONS AND

COORDINATE COLOR WITH CONTRACTING OFFICERS REPRESENTITIVE.

19. DRAWINGS ARE NOT INTENDED TO SHOW ALL REQUIRED TAKEOFFS / TAPS FROM

EXISTING PIPING. FIRE PROTECTION CONTRACTOR SHALL INSTALL NEW PIPING TAKE-

OFFS WHERE NECESSARY TO PROVIDE ADEQUATE COVERAGE, TO AVOID SUSPENDED

CEILING FRAMING, OR TO COORDINATE WITH OTHER TRADES.

20. ALL PIPING CUT DURING DEMO PHASE SHALL BE CAPPED WHETHER INDICATED ON

DRAWING OR NOT.

21. CONSULT ALL DRAWINGS, NOTE ARCHITECTURAL DETAILS AND ALL CONDITIONS THAT

MAY AFFECT THE WORK AND CARE FOR SAME, WHILE EXECUTING THE WORK UNDER

THIS SECTION. COOPERATE AND COORDINATE WITH THE ARCHITECT, ALL OTHER

TRADES, BUILDING MANAGEMENT, AND THE OWNER.

22. TAKE ALL MEASURES REQUIRED TO PROTECT OWNER'S PROPERTY AND EQUIPMENT

DURING COURSE OF WORK. SHOULD DAMAGE TO OWNER'S PROPERTY OR EQUIPMENT

OCCUR, REPAIR DAMAGE PROMPTLY AT NO COST TO OWNER.

23. INSTALL ALL EQUIPMENT AND MATERIALS IN STRICT CONFORMANCE WITH EQUIPMENT

AND MATERIALS MANUFACTURERS' WRITTEN RECOMMENDATIONS.

24. LOCATE PIPES TO FALL WITHIN PARTITIONS, WALLS, OR ROOF CAVITIES AND TO

PRECLUDE FURRING, OTHER THAN THAT SHOWN ON ARCHITECTURAL DRAWINGS. DO

NOT ROUTE PIPE IN LOCATIONS SUBJECT TO FREEZING. IF DURING THE COURSE OF

CONSTRUCTION A AREA SUBJECT TO FREEZING IS IDENTIFIED IDENTIFY THE ENGINEER

PROMPTLY AND IN WRITING.

25. ALL FIRE PROTECTION EQUIPMENT, VALVES, ETC. SHALL BE INSTALLED WITH

CLEARANCE FOR SERVICING AS RECOMMENDED BY THE MANUFACTURER.

26. PRIOR TO PROJECT CLOSEOUT AND ISSUANCE OF FINAL CONSTRUCTION CONTROL

AFFIDAVITS (WHERE APPLICABLE), THE FOLLOWING DOCUMENTS MUST BE RECEIVED

AND REVIEWED BY THE ENGINEER:

A. CERTIFICATION OF COMPLIANCE (REQUIRED 5 DAYS PRIOR TO AFFIDAVIT /

CLOSEOUT). WRITTEN CERTIFICATION ON COMPANY LETTERHEAD FROM THE

SUBCONTRACTOR (OR GENERAL CONTRACTOR) ADDRESSED TO THE

REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE STATING THAT

TO THE BEST OF THE CONTRACTOR'S KNOWLEDGE AND BELIEF THAT

CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE APPROVED

CONSTRUCTION DOCUMENTS AND APPLICABLE CODES AND STANDARDS.

APPLICABLE CODES AND STANDARDS SHOULD BE LISTED, INCLUDING THE

APPLICABLE YEAR OF NFPA STANDARDS.

B. AS-BUILT DRAWINGS (REQUIRED 5 DAYS PRIOR TO AFFIDAVIT / CLOSEOUT). THE

FIRE PROTECTION CONTRACTOR SHALL SUBMIT ACCURATE AS-BUILT

DOCUMENTATION AT THE END OF THE PROJECT IN PDF AND AUTOCAD FORMAT.

C. PUNCH LIST ITEMS COMPLETE (REQUIRED 3 DAYS PRIOR TO AFFIDAVIT /

CLOSEOUT). WRITTEN CERTIFICATION THAT ALL AFFIDAVIT-REQUIRED PUNCH

LIST ITEMS HAVE BEEN COMPLETED. THE ENGINEER WILL IDENTIFY, ON THE

PUNCH LIST, WHICH ITEMS ARE REQUIRED FOR AFFIDAVITS TO BE ISSUED.

D. ACCEPTANCE TEST COMPLETED (REQUIRED 5 DAYS PRIOR TO AFFIDAVIT /

CLOSEOUT). NOTIFY THE ENGINEER IN WRITING AT LEAST 3 DAYS PRIOR TO

PERFORMANCE OF ACCEPTANCE TEST SO THAT HE OR SHE MAY ATTEND AT

HIS OR HER SOLE DISCRETION. ALL CODE-REQUIRED ACCEPTANCE TESTS

MUST BE PERFORMED AND SUBMITTED IN WRITING TO THE ENGINEER,

INCLUDING THE FOLLOWING:

a. NFPA 13 SPRINKLER SYSTEM CONTRACTOR'S MATERIAL TEST

CERTIFICATE FOR ABOVEGROUND PIPING

AD AUTOMATIC BALL DRIP DRAIN

AV ALARM VALVE

CP COMPRESSOR

CONTR CONTRACTOR

CLDI CEMENT-LINED DUCTILE IRON

DN DOWN

DP DROP

DR DRAIN RISER

DSV DRY SYSTEM VALVE

DWG DRAWING

EA EACH

FCVA FLOOR CONTROL VALVE ASSEMBLY

FBOC FURNISHED BY OTHER CONTRACTOR

GPM GALLONS PER MINUTE

NIC NOT IN CONTRACT

NTS NOT TO SCHALE

PAV PREACTION VALVE

PEN PENDENT SPRINKLER

PG PRESSURE GAUGE

PS PRESSURE SWITCH

PSI POUNDS PER SQUARE INCH

RCV RISER CHECK VALVE

RS RISE

RTI RESPONSE TIME INDEX

RM ROOM

RN RISER NIPPLE

SB SPLASH BLOCK

TB THRUST BLOCK

TS TAMPER SWITCH

UG UNDERGROUND

UPR UPRIGHT SPRINKLER

1. CONTRACTOR SHALL VISIT SITE AND IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES

THAT WILL AFFECT WORK OF THIS SECTION. NO COMPENSATION WILL BE GRANTED FOR

ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE

OR READILY CONSTRUED BY EXPERIENCED OBSERVERS.

2. PRIOR TO COMMENCING WORK OF THIS SECTION, EXAMINE SITE AND CONDITIONS UNDER

WHICH WORK WILL BE PERFORMED. DETERMINE EXACT LOCATIONS OF EXISTING

EQUIPMENT, PIPING AND CONTROLS. REPORT TO CONTRACTING OFFICERS

REPRESENTITIVE, IN WRITING, ANY CONDITIONS THAT MIGHT ADVERSELY AFFECT WORK.

COMMENCEMENT OF WORK SHALL BE CONSTRUED AS COMPLETE ACCEPTANCE OF

EXISTING CONDITIONS AND PREPARATORY WORK.

3. ABANDONING OF SPRINKLERS, VALVES, PIPING OR EQUIPMENT IN PLACE SHALL NOT BE

ALLOWED. COMPLETE REMOVAL REQUIRED UNLESS EXPLICITLY NOTED OTHERWISE.

4. PIPING TO BE REMOVED: REMOVE PORTION OF PIPING INDICATED TO BE REMOVED AND

CAP REMAINING PIPING.

5. SPRINKLER WORK SHALL BE PLANNED AND EXECUTED IN MANNER SUCH THAT

IMPAIRMENTS ARE MINIMIZED. ALL IMPAIRMENTS SHALL BE MANAGED IN ACCORDANCE

WITH NFPA 25 REQUIREMENTS. INTERIM LIFE SAFTEY MEASURES SHALL BE COORDINATED

AND DEVELOPED WITH THE CONTRACTING OFFICERS REPRESENTITIVE.

6. SPRINKLERS TO BE REMOVED: WHERE AN AREA WILL BE WITHOUT SPRINKLER

PROTECTION FOR MORE THAN EIGHT (8) HOURS A FIRE WATCH SHALL BE PLACED INTO

EFFECT UNTIL PROTECTION HAS BEEN RESTORED. ALL SPRINKLER HEADS MARKED FOR

DEMOLITION SHALL BE COMPLETELY REMOVED.

7. EQUIPMENT TO BE REMOVED: DISCONNECT AND REMOVE EQUIPMENT. WHERE THE

SYSTEM WILL BE EFFECTED FOR MORE THAN FOUR HOURS PROVIDE A TEMPORARY

SYSTEM CAPABLE OF PROVIDING FOR THE EXISTING SYSTEM BEING REMOVED.

COMPLETELY REMOVE ALL UNUSED EQUIPMENT CONNECTED TO DEMOLISHED

EQUIPMENT.

8. COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AS TO REMOVAL AND

DISPOSAL OF EQUIPMENT REMOVED FROM THE SITE.

9. COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING

SELECTIVE DEMOLITION.

10. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING

JURISDICTION.

11. COMPLY WITH ANSI A10.6 (SAFETY REQUIREMENTS FOR DEMOLITION OPERATIONS) AND

NFPA 241 (STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND

DEMOLITION OPERATIONS)

12. PERMITS: GIVE ALL REQUIRED NOTICES, FILE ALL REQUIRED PLANS AND SPECIFICATIONS

RELATING TO THE WORK OF THIS SECTION WITH THE PROPER AUTHORITIES AND PAY FOR

ANY REQUIRED PERMITS.

13. ALL EQUIPMENT AND SYSTEMS TO BE REMOVED OR DEMOLISHED UNDER THIS SECTION

AND NOT DESIRED BY OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE

CONTRACTOR SHALL REMOVE ALL SUCH EQUIPMENT FROM THE SITE PROMPTLY AFTER

DETACHMENT FROM BUILDING STRUCTURE.

14. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE IS NOT PERMITTED.

15. IT IS KNOWN THAT THERE ARE EXISTING MATERIALS IN THE FIRE PROTECTION SYSTEM TO

CONTAIN ASBESTOS AND/OR LEAD. THE SPECIFIC QUANTITIES AND AREAS WILL BE

DEFINED PRIOR TO BID PACKAGE RELEASE. PROPER PRECAUTIONS AND ABATEMENT

NEED TO BE PERFORMED. ALL REMOVAL NEEDS TO COMPLY WITH FULL ABATEMENT

REQUIREMENTS. GLOVE BAG ABATEMENT IS NOT APPROVED ON VA CAMPUS.

16. EXISTING PIPING SHOWN ON DRAWINGS DOES NOT INDICATE FULL EXTENT OF PIPING

DEMOLITION. FIELD VERIFICATIONS REQUIRED.

17. SPRINKLERS EXISTING TO REMAIN: SPRINKLERS SHALL BE PROTECTED DURING

DEMOLITION. SPRINKLERS DAMAGED DURING DEMOLITION SHALL BE REPLACED WITH

NEW SPRINKLERS MATCHING THE SAME VISUAL AND PERFORMANCE CHARACTERISTICS

(COLOR, STYLE, RTI, K-FACTOR, ETC) AT NO COST TO OWNER. MANUFACTURER SHALL BE

APPROVED BY OWNER AND ENGINEER PRIOR TO INSTALLATION.

18. CONTRACTOR SHALL PRODUCE AND SUBMIT TO ALL APPLICABLE AUTHORITIES HAVING

JURISDICTION ALL SPRINKLER IMPAIRMENT PLANS REQUIRED BY STATE AND LOCAL

JURISDICTIONS AND INSURANCE REQUIREMENTS. TEMPORARY SPRINKLER PROTECTION

SHALL BE PROVIDED, AS REQUIRED.

SCHEDULES

AVA AUTOMATIC AIR VENT

AVM MANUAL AIR VENT

BFV BUTTERFLY VALVE, NORMALLY OPEN

BFVNC BUTTERFLY VALVE, NORMALLY CLOSED

BTH BACKFLOW TEST HEADER

CV CHECK VALVE

DCVA DOUBLE CHECK VALVE ASSEMBLY

DO DRAIN OUTLET

DV DRAIN VALVE

FCVA FLOOR CONTROL VALVE ASSEMBLY

FDC FIRE DEPARTMENT CONNECTION

FDV FIRE DEPARTMENT VALVE

FDVC FIRE DEPARTMENT VALVE CABINET

FM FLOW METER

FSW FLOW SWITCH

FTH FIRE PUMP TEST HEADER

GV GATE VALVE, NORMALLY OPEN

GVNC GATE VALVE, NORMALLY CLOSED

ITC INSPECTOR'S TEST CONNECTION

N2 NITROGEN GENERATOR

N2P NITROGEN PURGE VALVE

PG PRESSURE GAUGE

PIV POST INDICATOR VALVE

PS PRESSURE SWITCH

WPIV WALL POST INDICATOR VALVE

FP

FP

WS

DS

PA

D

FTH

BTH

FDC

D

DCVA

FCVA

B

T

W

P

N2P

N2

ITC

FM

F

AVA

AVM

SYMBOLS

FIRE PROTECTION EQUIPMENT COORDINATION

HYDRAULIC NODE

DEMOLITION NOTE

NEW WORK NOTE

CONNECT TO EXISTING

CAP EXISTING

LIMIT OF DEMOLITION

DRAWING REVISION DESIGNATION

REVISION CLOUD

ELECTRICAL / SENSITIVE AREA. REFER

TO GENERAL NOTE

HYDRAULIC AREA BOUNDARY

A

A

A

DRAWING NOTES

"X" EXISTING SPRINKLER, EQUIPMENT, OR SYSTEM TO BE SELECTIVELY DEMOLISHED

"XR" EXISTING FIRE PROTECTION EQUIPMENT OR SYSTEM TO BE REMOVED, STORED, AND

RELOCATED

"XT" EXISTING FIRE PROTECTION EQUIPMENT OR SYSTEM TO BE REMOVED AND TURNED

OVER TO THE OWNER FOR REUSE

"XN" NEW LOCATION OF EXISTING RELOCATED FIRE PROTECTION EQUIPMENT OR SYSTEM

"E" EXISTING SPRINKLER, EQUIPMENT, OR SYSTEM TO REMAIN

HYDRAULIC DESIGN REQUIREMENTSGENERAL NOTES

EXAMPLE

EXNXTXRX

FIRE PROTECTION DRAWING LIST

FIRE PROTECTION CONTRACTOR SHALL PROVIDE AND INSTALL ALL TAMPERS

SWITCHES, PRESSURE SWITCHES, FLOW SWITCHES, ELECTRIC BELLS, ETC., AS

REQUIRED FOR SYSTEM OPERATION. ELECTRICAL CONTRACTOR SHALL PROVIDE

REQUIRED INTERFACE MODULE AND WIRE TO FIRE ALARM CONTROL PANEL.

WATER SUPPLY

OCCUPANCY CLASSIFICATION

SYSTEM TYPE

DISCHAGE DENSITY

MAX SPRINKLER COVERAGE AREA

MAXIMUM AREA OF APPLICATION

HOSE ALLOWANCE

LIGHT HAZARD

WET PIPE

0.10 GPM / SF

1,500 SF

225 SF (UPR/PEN); 196 SF (SIDEWALL)

100 GPM

NOTES: UNLESS NOTED OTHERWISE.

OCCUPANCY CLASSIFICATION

SYSTEM TYPE

DISCHAGE DENSITY

MAX SPRINKLER COVERAGE AREA

MAXIMUM AREA OF APPLICATION

HOSE ALLOWANCE

ORDINARY HAZARD GROUP 1

WET PIPE

0.15 GPM / SF

130 SF (UPR/PEN); 100 SF (SIDEWALL)

1,500 SF

250 GPM

NOTES: WHERE NOTED AS "OH1" ON DRAWINGS.

OCCUPANCY CLASSIFICATION

SYSTEM TYPE

DISCHAGE DENSITY

MAX SPRINKLER COVERAGE AREA

MAXIMUM AREA OF APPLICATION

HOSE ALLOWANCE

ORDINARY HAZARD GROUP 2

WET PIPE

0.20 GPM / SF

130 SF (UPR/PEN); 100 SF (SIDEWALL)

1,500 SF

250 GPM

NOTES: WHERE NOTED AS "OH2" ON DRAWINGS.

THE SPRINKLER SYSTEM SHALL DELIVER THE MINIMUM REQUIRED DISCHARGE DENSITIES AS

REQUIRED BY NFPA 13, APPLICABLE FACTORY MUTUAL DATASHEETS, AND AS SPECIFIED BELOW:

1. MAXIMUM SPRINKLER COVERAGE AREA LISTED IS FOR STANDARD COVERAGE SPRINKLERS

UNDER SMOOTH FLAT CEILINGS. THIS SHALL BE ADJUSTED AS REQUIRED BY CODE FOR

OTHER SITUATIONS.

2. ROOM DEIGN METHOD OF §11.2.3.3 OF NFPA 13 IS PERMITTED.

DEMOLITION NOTES

DEMOLITION LEGEND

OH1

OH2

DATE OF TEST

LOCATION

CHURN

100% FLOW

150% FLOW

SOURCE

09/06/2018

NHVA

77 PSI

70 PSI @ 530 GPM

65 PSI @ 711 GPM

TYCO SIMPLEX GRINNELL

FIRE PUMP TEST

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% DESIGN DOCUMENTS

FULLY SPRINKLERED

631-451

12" = 1'-0"

C

U se rs \a ci cc a ri e llo

\D o cu m e n ts

\N H

V A

C lin ic R e n o v a ti o n s a n d

A d d it io n s_

M E P a ci cc a ri e llo

.r v t

/2

/2

:3 :5

P

M

SJS

FIRE PROTECTION LEGEND AND

NOTES

1-FA-000

UPGRADE PRIMARY CARE FEBRUARY 28, 2020

SJS

SJS

DWG NO. DRAWING TITLE

1-FA-000 FIRE PROTECTION LEGEND AND NOTES

1-FA-101 FIRE PROTECTION FIRST FLOOR DEMOLITION PLAN

1-FA-101D FIRE PROTECTION FIRST FLOOR DEMOLITION PLAN - PART D

1-FA-103 FIRE PROTECTION FIRST FLOOR REFLECTED CEILING PLAN

1-FA-103D FIRST FLOOR FIRE PROTECTION FIRST FLOOR REFLECTED CEILING

PLAN - PART D

1-FA-201 FIRE PROTECTION SECOND FLOOR REFLECTED CEILING PLAN

1-FA-800 FIRE PROTECTION DETAILS

F - SPRINKLER SCHEDULE1

SYMBOL DESCRIPTION MANUFACTURER S.I.N. K - FACTOR TEMP RATING COVERAGE

RESPONSE ESTUCHEON

FINISH

SPRINKLER

FINISH COMMENTSUL FM

PENDENT: RECESSED TYCO TY323 5.6 155°F STANDARD QUICK QUICK WHITE WHITE

PENDENT: RECESSED INT.

TEMP.

TYCO TY323 5.6 200°F STANDARD QUICK QUICK WHITE WHITE

PENDENT: RECESSED K8.0 TYCO TY4221 8.0 155°F STANDARD QUICK QUICK WHITE WHITE

PENDENT:INSTITUTIONAL TYCO TY3281 5.6 155°F STANDARD QUICK STANDARD WHITE N/A

SIDEWALL: RECESSED DRY

INT

TYCO TY3337 5.6 200°F STANDARD QUICK QUICK WHITE WHITE

UPRIGHT: INT. TEMP. TYCO TY313 5.6 155°F STANDARD QUICK QUICK N/A WHITE

UPRIGHT: INT. TEMP. K8.0 TYCO TY4131 8.0 200°F STANDARD QUICK QUICK N/A WHITE

02/28/2020

VIS Construction Consultants 595 Dorset Street, Suite #5

DEMOLISH ALL SPRINKLER PIPING (BRANCHES AND MAINS),

SPRINKLERS, AND HANGERS WITHIN THE RENOVATION

SPACE, AS INDICATED.

FIRE PROTECTION DEMOLITION NOTES

1x 2x

E

DCB7x 8x

19202122232425

33 34

42 43 44 45 46

48 49

52 59

A

F

3X

F C

V A

F C

V A

F C

V A

F C

V

A(E) 4" WS DN&UP

(E) 4" WS DN&UP (E) 4" WS DN&UP

(E) 4" WS DN&UP

(E)2 1/2" WS

(E)2" WS

(E)1" WS

(E)1" WS

(E)1" WS

(E)1" WS

(E)1" WS

(E)2" WS

(E)2" WS

(E)2 1/2" WS

(E)2" WS

(E)2 1/2" WS

(X)2 1/2" WS

(X)2" WS

(X)2 1/2" WS

(X)2" WS

(X)2" WS

(X)2" WS

(X)2" WS

(X)2" WS(X)2" WS

(X)2" WS

(X)2 1/2" WS

(X)2" WS

(X)2" WS

(X)2" WS(X)2" WS(X)1" WS

(X)1" WS

(X)1" WS (X)1 1/2" WS (X)2" WS (X)2" WS (X)2" WS

(X)1" WS

(XR) 2 x 2 1/2" FP

TEST HEADER

(X) FP DRAIN

OUTLET & PIPE

(E)2" WS (E)2" WS

REF SHEET 1-FA-101D

08' 4'

GRAPHIC SCALE

8' 16' 24'

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

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% DESIGN DOCUMENTS

FULLY SPRINKLERED

631-451

As indicated

C

U se rs \a ci cc a ri e llo

\D o cu m e n ts

\N H

V A

C lin ic R e n o v a ti o n s a n d

A d d it io n s_

M E P a ci cc a ri e llo

.r v t

/2

/2

:3 :5

P

M

SJS

FIRE PROTECTION FIRST FLOOR

DEMOLITION PLAN

1-FA-101

UPGRADE PRIMARY CARE FEBRUARY 28, 2020

SJS

SJS

FIRE PROTECTION GENERAL DEMOLITION NOTES

1. IT IS KNOWN THAT THERE ARE EXISTING MATERIALS IN THE FIRE

PROTECTION SYSTEM TO CONTAIN ASBESTOS AND/OR LEAD.

THE SPECIFIC QUANTITIES AND AREAS WILL BE DEFINED PRIOR

TO BID PACKAGE RELEASE. PROPER PRECAUTIONS AND

ABATEMENT NEED TO BE PERFORMED. ALL REMOVAL NEEDS TO

COMPLY WITH FULL ABATEMENT REQUIREMENTS. GLOVE BAG

ABATEMENT IS NOT APPROVED ON VA CAMPUS.

2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH

THE CONTRACTING OFFICERS REPRESENTITIVE IN

ACCORDANCE WITH VA MASTER CONSTRUCTION SPEC 01 00 00

(GENERAL REQUIREMENTS) TO ENSURE NO LAPSES IN

OPERATION OCCUR TO THE SPRINKLER SYSTEM. .

02/28/2020

VIS Construction Consultants 595 Dorset Street, Suite #5

1x 2x

(E)2" WS

OFFICE

OFFICE

OFFICE

OFFICE

HSKP

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

STORAGE

MECHANICAL ROOM

(E )2

W

S

(E )2

W

S

(E )2

W

S

(E )2

W

S

REF. SHEET 1-FA-101 REF. SHEET 1-FA-101

NIC

DEMOLISH SPRINKLERS AND ASSOCIATED ARMOVERS BACK

TO EXISTING TO REMAIN BRANCH PIPING, WITHIN INDICATED

AREA. DESIGN INTENT IS TO MODIFY SPRINKLER LAYOUT TO

PROVIDE FULL SPRINKLER COVERAGE TO THE RENOVATED

AREA.

INDICATED AREA IS PART OF THE DEDUCT ALTERNATE. ALL

WORK SHALL BE PRICED SEPARATELY.2

DUE TO THE NEW WORK OCCURRING IN THE ADJACENT

SPACE SPRINKLERS SHALL BE DEMOLISHED ONLY AS

REQUIRED FOR COORDINATION IN NEW WORK PHASE. RETAIN

THE EXISTING ARMOVERS FOR RECONNECTION TO NEW

SPRINKLER IN NEW WORK PHASE.

FIRE PROTECTION KEYED NOTES

CEILINGS IN THE INDICATED AREA ARE BEING REPLACED IN

THE SAME LOCATION. DEMOLISH EXISTING SPRINKLERS.

INTENT IS TO REPLACE WITH A NEW SPRINKLER IN THE SAME

LOCATION.

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% DESIGN DOCUMENTS

FULLY SPRINKLERED

631-451

As indicated

C

U se rs \a ci cc a ri e llo

\D o cu m e n ts

\N H

V A

C lin ic R e n o v a ti o n s a n d

A d d it io n s_

M E P a ci cc a ri e llo

.r v t

/2

/2

:3 :0

P

M

SJS

FIRE PROTECTION FIRST FLOOR

DEMOLITION PLAN - PART D

1-FA-101D

UPGRADE PRIMARY CARE FEBRUARY 28, 2020

SJS

SJS

FIRE PROTECTION GENERAL DEMOLITION NOTES

1. IT IS KNOWN THAT THERE ARE EXISTING MATERIALS IN THE FIRE

PROTECTION SYSTEM TO CONTAIN ASBESTOS AND/OR LEAD.

THE SPECIFIC QUANTITIES AND AREAS WILL BE DEFINED PRIOR

TO BID PACKAGE RELEASE. PROPER PRECAUTIONS AND

ABATEMENT NEED TO BE PERFORMED. ALL REMOVAL NEEDS TO

COMPLY WITH FULL ABATEMENT REQUIREMENTS. GLOVE BAG

ABATEMENT IS NOT APPROVED ON VA CAMPUS.

2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH

THE CONTRACTING OFFICERS REPRESENTITIVE IN

ACCORDANCE WITH VA MASTER CONSTRUCTION SPEC 01 00 00

(GENERAL…