WVA_FIRE_SUPPRESSION_100_pct_Submission_Combined_(compress).pdf

PDF 15 MB Posted Aug 14, 2019

Attached to: Fire Suppression System, Various Buildings, Watervliet, NY Federal contract opportunity
Solicitation number: W912DS19B0019
Issued by: Department of the Army Corps of Engineers Engineering District New York

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File	Type	Posted
Bid_Abstract.pdf	PDF	Sep 18, 2019
W912DS19B0019_0003.pdf	PDF	Sep 12, 2019
FPS001.pdf	PDF	Sep 12, 2019
21_13_17.00_10.pdf	PDF	Sep 12, 2019
W912DS19B0019_0002.pdf	PDF	Sep 12, 2019
28_31_64_00_10.pdf	PDF	Sep 12, 2019
01_45_00_00_10.pdf	PDF	Sep 12, 2019
21_13_13_00_10.pdf	PDF	Sep 12, 2019
W912DS19B0019_0001.pdf	PDF	Sep 4, 2019
RTA_WVA_FIRE_SUPPRESSION_Spec.pdf	PDF	Aug 14, 2019
W912DS19B0019.pdf	PDF	Aug 14, 2019

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ARCHITECTURAL:

QPK DESIGN

ARCHITECTS/ENGINEERS

450 SOUTH SALINA ST

SYRACUSE NY 13201

315-472-7806

MEP:

GHD

REMINGTON PARK DRIVE

CAZENOVIA NY 13035

315-679-5800

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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US Army Corps of Engineers

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U .S

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

M A

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DRAWING LIST

GENERAL

G-001 COVER SHEET

ARCHITECTURAL INFORMATION

A-001 GENERAL INFORMATION

A-002 WATER DIST PLAN, AERIAL PHOTO, REPAIR DETAILS

A-003 DETAILS

A-004 BUILDING 22 REGULATORY PLANS - BSMT & 1ST FLRS

A-005 BUILDING 40-5, 40-6 REGULATORY PLAN

A-006 BUILDING 41 REGULATORY PLAN, BUILDING SECTION

A-007 BUILDING 108 REGULATORY PLAN, BUILDING SECTION

A-008 BUILDING 126 REGULATORY PLAN, BUILDING SECTION

ARCHITECTURAL

A-101 BUILDING 22 RCPS - BSMT & 1ST FLRS

A-102 BUILDING 40-05, 40-06 RCPS

A-103 BUILDING 41 RCP

A-104 BUILDING 108 RCP

A-105 BUILDING 126 RCP

FIRE PROTECTION

FPS-001 FIRE SERVICE SITE PLAN

FP-001 MISC. DETAILS

FP-002 MISC. DETAILS

FP-100 BUILDING 22 - REGULATORY PLANS - BSMT & 1ST FLRS

FP-101 BUILDING 22 - REGULATORY PLANS - ATTIC PLAN

FP-102 BUILDING 40 PARTIAL FIRST FLOOR PLAN

FP-103 BUILDING 40 PARTIAL ATTIC PLAN

FP-104 BUILDING 41 FIRST FLOOR PLAN

FP-105 BUILDING 108 FIRST FLOOR PLAN

FP-106 BUILDING 126 FIRST FLOOR PLAN

FP-107 BUILDING 126 DETAILS SHEET

FY 15 FIRE SUPPRESSION SYSTEM

VARIOUS BUILDINGS

WATERVLIET ARSENAL

WATERVLIET, NY 12189

JULY 15, 2019

W912DS-14-D-0002-0022

PROJECT

NORTH

Q P K D E S I G N

ARCHITECTURE

ENGINEERING

SITE & PLANNING

450 SO. SALINA ST. PO BOX 29

SYRACUSE, NEW YORK 13021-0029

TEL 315.472.7806 FAX 315.472.7800

I T I S A V I O L A T I O N O F T H E L A W F O R A N Y P E R S O N , U N L E S S A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D A R C H I T E C T , T O A L T E R T H I S D O C U M E N T I N A N Y W A Y . I F A L T E R E D , T H E A L T E R I N G A R C H I T E C T S H A L L A F F I X T H E I R S E A L A N D T H E N O T A T I O N ' A L T E R E D B Y ' F O L L O W E D B Y T H E I R S I G N A T U R E A N D T H E D A T E O F S U C H A L T E R A T I O N , A N D A S P E C I F I C D E S C R I P T I O N O F T H E A L T E R A T I O N

S H E E T T I T L E

D A T E

P R O J E C T N U M

OT F

O R C

CTIO

2 3 4 5 6 7

1 2 3 4 5 6 7

Enter address here

FLOOR PLAN-

AREA 1

A-102

XX/XX/XX

Project Number

Owner

Project Name

R E V I S I O N S

N A

ROOM NAME DESIGNATION

ROOM NUMBER DESIGNATION (IF PRESENT)

ROOM AREA DESIGNATION (IF PRESENT)

PARTITION TYPE DESIGNATION. SEE

PARTITION LEGEND

DOOR NUMBER DESIGNATION

SPECIAL NOTATION (e.g. DEMO NOTE)

W1 WINDOW TYPE DESIGNATION

1T ACCESSORY ITEM- SEE ACCESSORY

SCHEDULE

DATUM POINT OR WORK POINT

BUILDING SECTION

WALL SECTION

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

EXTENT OF SECTION

A-XXX

A2 B1

DETAIL NUMBERS

SHEET NUMBER WHERE

DETAIL IS LOCATED

ELEVATIONS

REVISION NOTE

REVISION NUMBER

EXTENT OF REVISION

A1 A2 A3 A4 A5 A6 A7

B1 B2 B3 B4 B5 B6 B7

C1 C2 C3 C4 C5 C6 C7

D1 D2 D3 D4 D5 D6 D7

E1 E2 E3 E4 E5 E6 E7

F1 F2 F3 F4 F5 F6 F7

DETAIL NUMBER DETAIL SCALE

DETAIL NAME

DETAIL NUMBER

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

AXX

View Name

ROOM NAME

00000

1500 SF

DETAIL SECTION

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

EXTENT OF SECTION

PLAN DETAIL

DETAIL

NUMBER

SHEET NUMBER

WHERE DETAIL

IS LOCATED

EXTENT

OF DETAIL

NNNL

A-XXX

CONTRACTOR WILL ASSUME ALL FLOOR TILE AND CEILING TILES ARE ASBESTOS UNTIL THEY ARE SAMPLED. CONTRACTOR SHOULD INCLUDE TESTING IN THEIR EFFORTS TO CONFIRM ASBESTOS PRESENCE/ABSENCE BEFORE CONDUCTING CONSTRUCTION ACTIVITIES. TO THE BEST OF OUR KNOWLEDGE, ALL SAMPLE RESULTS FOR MATERIALS IDENTIFIED AS VERTICAL WALL SURFACES ARE ACCURATE (THE ATTACHED REPORTS IN 02 82 13.10) ANY OTHER CONSTRUCTION RELATED ACTIVITY THAT MAY INADVERTENTLY CAUSE AS ASBESTOS DISTURBANCE, BUT IS NOT IDENTIFIED THROUGH PROVIDED SAMPLING RESULTS (NO TESTING RESULTS PROVIDED FOR A SPECIFIC AREA), WILL BE TESTED FOR THE PRESENCE OF ASBESTOS PRIOR TO CONSTRUCTION ON THAT SURFACE.

IT IS NOT INTENDED THAT ANY POSITIVELY SAMPLED AREA BE TOTALLY REMEDIATED - ONLY AREAS IMPACTED BY ATTACHMENT OR PENETRATIONS ARE TO BE

MITIGATED. ALL HAZARDOUS MATERIAL REMEDATION SHALL OCCUR DURING 2ND SHIFT.

FIRE SUPPRESSION SYSTEM

PROJECT BUILDINGS

GRAPHIC KEY

NOTES:

1. THIS KEY PLAN SHALL BE USED FOR

BUILDING LOCATION REFERENCE ONLY

AND DOES NOT DEPICT EXTENTS OF WORK

SCOPES.

2. COORDINATE FINAL LOCATIONS WITH

ARSENAL LOGISTICS AND COR.

STAGING AREA

TRAILER

ACCESS ROUTES

ARSENAL SITE

ENTRANCE

PNTD PAINTED

PR PAIR

PREFAB PREFABRICAT(D)

PT PRESSURE TREATED

PTD PAPER TOWER DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

(PLASTIC)

PVG PAVING

QT QUARRY TILE

QTY QUANTITY

R RADIUS/RISER

R RESILIENT

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIDGERATOR

REINF REINFORCE(D)

REQ'D REQUIRED

RESIL C RESILIENT CHANNEL

RET RETURN

REV REVISION

RM ROOM

RO ROUGH OPENING

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FEET

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SND SANITARY NAPKIN

DISPENSER

SNDU SANITARY NAPKIN DISPOSAL

UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SSM SOLID SURFACE MATERIAL

SST STAINLESS STEEL

STC SOUND TRANSMISSION

CLASS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PLATE STEEL PLATE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SVT SHEET VINYL FLOORING

SYMM SYMMETRICAL

T TREAD

T&G TONGUE AND GROOVE

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

THK THICKNESS

THRES THRESHOLD

TK BD TACKBOARD

TMPD TEMPERED

TO TOP OF

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSOM, TRANSPARENT

TYP TYPICAL

UC UNDERCUT

UL UNDERWRITER'S LABATORY

(TEST)

UNO UNLESS NOTED OTHERWISE

UR URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VP VENEER PLASTER

VR VAPOR RETARDER

VT VINYL TILE

VWC VINYL WALLCOVERING

W WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDW WINDOW

WGL WIRED GLASS

WP WATERPROOFING

WPT WORKPOINT

WS WEATHERSTRIP

WWF WELDED WIRE FABRIC

FIXT FIXTURE

FLASH FLASHING

FLG FLOORING

FLR FLOOR

FM FACTORY MUTUAL

FO FACE OF

FOF FACE OF FINISH

FOS FACE OF STUD

FP FIREPROOFING

FR FRAME

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC/PANEL

FRTW FIRE RETARDANT TREATED

WOOD

FT FOOT/FEET

FTG FOOTING

FURG FURRING

FURN FURNISHED/FURNITURE

FWC FABRIC WALL COVERING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GCT GLAZED CERAMIC TILE

GL GLASS/GLAZING

GWB GYPSUM WALLBOARD

GYP GYPSUM

HC HOLLOW CORE

HCP HANDICAPPED

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING/VENTILATING/AIR

CONDITIONING

ID INSIDE DIAMETER

INCL INCLUDE(D)(-ING)

INSUL INSULATE(D)(-ION)(-ING)

INT INTERIOR

INV INVERT

JAN JANITOR

JT JOINT

LAM LAMINATE(D)

LAV LAVATORY

LF LINEAR FEET

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT GA LIGHT GAUGE

LTG LIGHTING

LVR LOUVER

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MKR BD MARKER BOARD

MLDG MOULDING

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTL METAL

MULL MULLION

NA NOT APPLICABLE

NAT NATURAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

PBD PARTICLE BOARD

PCT PORCELAIN CERAMIC TILE

PERIM PERIMETER

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACC ACCESIBLE

ACS PNL ACCESS PANEL

ADDM ADDENDUM

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHR ANCHOR(AGE)

ALT ALTERNATE

ALUM ALUMINUM

ANN PNL ANNUNCIATOR PANEL

ANOD ANODIZED

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

BD BOARD

BEV BEVELED

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM, BENCHMARK

BOT OF BOTTOM OF

BRG BEARING

BSMT BASEMENT

BUR BUILT-UP ROOF

CAB CABINET

CEM CEMENT

CH BD CHALKBOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CLG CEILING

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMPST COMPOSITE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

CPRS FL COMPRESSIBLE FILLER

CPT CARPET

CR CARD READER

CRS COLD ROLLED STEEL

CT CERAMIC TILE

D DEPTH

DET DETAIL

DF DRINKING FOUNTAIN

DFLCT DEFLECTION

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DMPF DAMPPROOFING

DR DOOR

DWG DRAWING

EA EACH

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMHO ELECTROMAGNETIC HOLD

OPEN

ENTR ENTRANCE

EP ELECTRIC PANEL

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED, EXPANSION

EXT EXTERIOR

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HYDRANT

FIN FINISH(ED)

GENERAL NOTES

NUMBER

1 NON-ARCHITECTURAL DISCIPLINE INFORMATION IF SHOWN IS FOR REFERENCE ONLY. OBJECTS AND INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE.

REFER TO APPROPRIATE DISCIPLINE FOR INFORMATION.

2 ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND ACCEPTED INDUSTRY STANDARDS.

3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND ESTABLISHING THE COMPATIBILITY OF ALL NEW WORK WITH

THE EXISTING CONDITIONS.

4 ALL WORK BEING DONE IS ADJACENT TO OCCUPIED SPACE. CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ELIMINATE THE TRAVEL OF WATER, DUST

AND DIRT FROM THE CONSTRUCTION AREA TO OCCUPIED SPACES.

5 SCHEDULE AND SEQUENCING OF WORK SHALL BE COORDINATED WITH CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO THE START OF WORK

6 CONTRACTOR SHALL PATCH ALL SURFACES TO REMAIN THAT ARE AFFECTED BY DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT & CONSTRUCTION.

SURFACES SHALL BE FILLED, SANDED SMOOTH & FINISHED TO MATCH ADJACENT SURFACE.

7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION AND CONTINUOUS MAINTENANCE OF ALL WORK FROM DAMAGE AND SHALL PROTECT THE OWNERS' PROPERTY FROM DAMAGE OR LOSS BY DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER PHYSICAL DAMAGE IN CONNECTION WITH THE WORK.

8 MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE, AND PROTECT DAMAGE DURING ALL RENOVATION WORK. GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT CABLING, ETC. WITH COR AS REQUIRED TO MAINTAIN CONTINUOUS

OPERATION.

9 CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL EQUIPMENT TO BE INSTALLED IN CEILING WITH EXISTING MECHANICAL AND ELECTRICAL WORK

TO REMAIN IN PLACE.

10 ALL PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH UL/FM APPROVED MATERIAL, ASSEMBLIES, AND PROCEDURES.

11 DRAWINGS SHALL NOT BE SCALED AS A BASIS FOR ESTABLISHING DIMENSIONS OR OTHER INFORMATION.

12 REFLECTED CEILINGS INDICATE TYPE OF CEILING AND NOT NECESSARILY EXACT GRID LOCATIONS FOR EXISTING ACP.

13 INTERIOR LAYDOWN AREAS ARE NOT ANTICIPATED TO BE AVAILABLE.

SCALE: NO SCALE

ABBREVIATIONS

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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SCALE: NO SCALE

GENERAL NOTES

SCALE: NO SCALE

EXISTING HAZARDOUS MATERIALS

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

ARSENAL KEY PLAN

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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5, D es ig ne r

C he ck er

A ut ho r

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D1 NTS

CONCRETE WALK D2 NTS

ASPHALT PARKING PAVEMENT D3 NTS

ASPHALT ROAD PAVEMENT D4 NTS

ASPHALT WALK PAVEMENT D5 NTS

ASPHALT JOINT (SAWCUT)

A1 AS NOTED

EXISTING WATER DISTRIBUTION PLAN A1 AS NOTED

EXISTING AERIAL PHOTO

PAVEMENT PER PLAN

NYSDOT TYPE 2

SUBBASE

COMPACTED SUBGRADE

FIN. GR.

GRANITE CURB

SLIP SHEET AT ALL

CONCRETE WALK

LOCATIONS

3,000 PSI CONTINUOUS

CONCRETE BACKING

6" 6"

FIN. GR.

6" ± (MATCH EXISTING)

6"6"

5" ± (MATCH EXISTING)

CAST IN PLACE

4,000 P.S.I. CONCRETE CURB

PAVEMENT PER DETAIL

COMPACTED

N.Y.S.D.O.T. TYPE 2

SUBBASE MATERIAL

COMPACTED SUBGRADE

CONTINUOUS SLIP SHEET

AT ALL CONCRETE

WALK LOCATIONS

1'- 4"

CURB JOINT INFORMATION:

· SAWCUT AT NEAREST EXISTING JOINTS.

· EXPANSION JOINTS @ 50' O.C. MAX.

· CONTROL JOINTS @ 6' O.C. (TYP.)

· ALIGN ALL CONCRETE CURB & WALK JOINTS

FIN. GR.

12" RADIUS

6"± (MATCH EXISTING)

6"± MATCH EXISTING CURB PROFILE

4'- 0"

5'- 0"

15"

6" Ø SCHEDULE 40 GALV. STEEL

PIPE, COLOR: SAFETY YELLOW.

3,000 PSI CONCRETE FILLER

FINISH GRADE

1/2" EXPANSION JOINT & SEALANT

CONCRETE PAVEMENT PER DETAIL

3,000 PSI CONCRETE FOOTING,

24"Ø. AUGER OR EXCAVATE AND

USE SONOTUBE FOR SMOOTH

VERTICAL FACE.

SUBBASE MATERIAL

COMPACTED SUBGRADE

6" M

2" M

SPACING PER SCHEDULE

MIN. 2" MULCH

SPECIES AS PER

PLANTING PLAN & PLANT

SCHEDULE

PLANTING SOIL 6" MIN.

DEPTH.

SCARIFY SUBGRADE

1"-2" +/- DEPTH,

PERPENDICULAR TO

CONTOUR.

SUBGRADE

6" TYPICAL

BED EDGE

6" M

T O

MIN. 2 x ROOT BALL (TYP)

5'- 0"

INSTALL (2) HARDWOOD STAKES PER

TREE W/ RUBBER HOSES & 14GA.

DOUBLE STRAND TIE WIRE. INSTALL

PERPENDICULAR TO PREVAILING

WINDS OR SLOPE DIRECTION (TYP).

SET FLARE OF ROOT BALL 2" ABOVE

SURROUNDING GRADE. DO NOT PLACE

OR MOUND MULCH AGAINST TREE

TRUNK (TYP).

MIN. 3" DEEP DOUBLE GROUND .

HARDWOOD MULCH (TYP).

FORM 3" SOIL SAUCER AROUND

TREE OR GATOR BAG

FINISH GRADE

PRUNE BROKEN, DAMAGED, OR

CROSSING BRANCHES (TYP).

OPTIONAL GATOR BAG

PLANTING SOIL AS SPECIFIED. TAMP

SOIL AROUND ROOT BALL USING FOOT

PRESSURE.

REMOVE BURLAP & WIRE BASKET

FROM TOP 1/3 OF ROOT BALL. REMOVE

ALL SYNTHETIC ROPES & WRAPPING

MATERIALS.

EXTEND STAKES INTO UNDISTURBED

SOIL.

3' MIN. RADIUSVARIES PER PLAN

FOR TREE BEDS FOR INDIVIDUAL TREES

MIN. 2 x ROOT BALL (TYP)

3" 5'-

0" M

SET FLARE OF ROOT BALL 2" ABOVE

SURROUNDING GRADE. DO NOT PLACE

OR MOUND MULCH AGAINST TREE

TRUNK (TYP).

MIN. 3" DEEP DOUBLE GROUND .

HARDWOOD MULCH (TYP).

FORM 3" SOIL SAUCER AROUND TREE

FINISH GRADE

PRUNE BROKEN, DAMAGED, OR

CROSSING BRANCHES (TYP).

PLANTING SOIL AS SPECIFIED. TAMP

SOIL AROUND ROOT BALL USING FOOT

PRESSURE.

REMOVE BURLAP & WIRE BASKET

FROM TOP 1/3 OF ROOT BALL. REMOVE

ALL SYNTHETIC ROPES & WRAPPING

MATERIALS.

EXTEND STAKES INTO UNDISTURBED

SOIL.

INSTALL HARDWOOD STAKES, (2) PER

TREE W/ RUBBER HOSES & 14ga.

DOUBLE STRANDED TIE WIRE. INSTALL

PERPENDICULAR TO PREVAILING

WINDS OR SLOPES (TYP).

3' MIN. RADIUSVARIES PER PLAN

FOR TREE BEDS FOR INDIVIDUAL TREES

FINISH GRADE

MIN. 2 x ROOT BALL (TYP)

SET FLARE OF ROOT BALL 2" ABOVE

SURROUNDING GRADE. DO NOT PLACE

OR MOUND MULCH AGAINST TREE

TRUNK (TYP).

MIN. 3" DEEP MULCH (TYP).

FORM 3" SOIL SAUCER AROUND

SHRUB OR GATOR BAG

PRUNE BROKEN, DAMAGED, OR

CROSSING BRANCHES (TYP).

PLANTING SOIL. TAMP SOIL AROUND

ROOT BALL USING FOOT PRESSURE.

REMOVE BURLAP & WIRE BASKET

FROM TOP 1/3 OF ROOT BALL. REMOVE

ALL SYNTHETIC ROPES & WRAPPING

MATERIALS.

3' MIN. RADIUSVARIES PER PLAN

FOR PLANT BEDS FOR INDIVIDUAL PLANTS

0' 8' 16' 64'32' 0' 6" 1'3"0' 1' 2'6"0' 2' 4'1'0' 2' 4' 8' 16'0' 4' 8' 16' 32'0' 8' 16' 32' 64'0' 4' 8' 32'16'

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CONCRETE CURB

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BOLLARD

A4 NTS

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DECIDUOUS TREE PLANTING

B4 NTS

EVERGREEN TREE PLANTING

D3 NTS

SHRUB PLANTING

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AS NOTED

BUILDING 40 NEW 6-INCH FIRE SERVICES

AND POST INDICATOR VALVES

BUILDING 41 NEW 6-INCH FIRE

SERVICE AND POST INDICATOR VALVE

BUILDING 108 NEW 6-INCH FIRE

SERVICE AND POST INDICATOR VALVE

BUILDING 22 NEW 6-INCH FIRE

SERVICE AND POST INDICATOR VALVE.

PROVIDE BOLLARDS.

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6-INCH FIRE SERVICE

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WHEN DISTANCE BETWEEN

JOINT AND WALL IS LESS THAN

10 FT., THE NEXT LENGTH OF

EXTERIOR PIPE SHALL BE

ANCHORED

5'-6"MIN

STANDARD

SLEEVE

RESTRAINED

JOINT

FINISHED

GRADE

1'-0"

3/4" ALL THREAD GALVANIZED

ROD THRU WALL WITH 3"X3"

X1/4" STEEL PLATE, 2 NUTS &

WASHER-ALL WITH 2 COATS

BITUMASTIC. (TYPICAL)

MALLEABLE IRON LUGS

RESTRAINED MECHANICAL

JOINT ELBOW

TO FIRE PROTECTION SYSTEM

FINISHED FLOOR

BITUMASTIC FORMING BOARD

FLANGED CONNECTION

DUCTILE IRON PIPE

NO SCALE

FIRE SERVICE LEAD-IN

VALVE

FIRE SERVICE

FINISHED GRADE

CONDUIT AND WIRING (BY DIV.26)

POST INDICATOR VALVE

WITH TAMPER SWITCH W/

FIRE ALARM MONITOR

MODULE, WRENCH AND

LOCK.

5'-6"

36" (±)

OPEN

2'-0"

NO SCALE

POST INDICATOR VALVE

3/4" ALL THREAD

GALVANIZED ROD THRU

WALL WITH 3"x3"x1/4"

STEEL PLATE, 2 NUTS

AND WASHER WITH 2

COATS BITUMASTIC.

TYPICAL OF TWO.

CONCRETE GROUT

AT RODS (TYPICAL)

TO FIRE

PROTECTION

SYSTEM

FINISHED FLOOR

AS REQUIRED

MALLEABLE IRON

LUGS AT FLANGE

FINISHED FLOOR

FLANGED ELBOW

BUILDING

FOUNDATION WALL

BASE ELBOW ANCHORED

TO CONCRETE BASE

RESTRAINED JOINT

WATERPROOF SLEEVE

AND SEALING ELEMENT

FINISHED GRADE

5'-6" MIN.

4"4"

WHEN DISTANCE BETWEEN

JOINT AND WALL IS LESS

THAN 10FT. THE NEXT

LENGTH OF EXTERIOR PIPE

SHALL BE ANCHORED

NO SCALE

FIRE PROTECTION LEAD-IN

FIRE PROTECTION SYMBOL LIST

RISER CHECK VALVE

CHECK VALVE

DOUBLE CHECK VALVE BACKFLOW PREVENTER ASSEMBLY

SUPERVISED CONTROL VALVE

QUICK-RESPONSE UPRIGHT SPRINKLER

DRY PENDENT SPRINKLER

ELECTRIC WATERFLOW ALARM BELL

ELBOW DOWN

TEE CONNECTION DOWN

CAP OR PLUG

STANDARD RESPONSESR

QUICK-RESPONSE SIDEWALL SPRINKLER

SPB SPRINKLER BRANCH LINE

SM SPRINKLER MAIN

SP MISC. SPRINKLER PIPE

BALL VALVE

FLOW SWITCH

2 12" HOSE VALVE W/ ADAPTER FOR SYRACUSE THREAD

RESIDENTIAL PENDENT SPRINKLER WITH GUARD

OR RESIDENTIAL UPRIGHT (NO GUARD)

INTERMEDIATE TEMPIT

QUICK-RESPONSE UPRIGHT SPRINKLER ABOVE CEILING

WET-PIPE SPRINKLER MAINS

DRY-PIPE SPRINKLER MAINDS

DRAIND

QUICK-RESPONSE DRY SIDEWALL SPRINKLER

FIRE DEPARTMENT CONNECTION

QUICK-RESPONSE PENDENT SPRINKLER

PIT SPRINKLER FEED PIPING

UPRIGHT SPRINKLER WATERFLOW ALARM

GENERAL NOTES:

A. ABOVE DRAIN DETAIL IS APPLICABLE TO BUILDING 121, 136

B. LOCATE AND ANCHOR AT COLUMN OR AT WALL

NO SCALE

DRY FIRE SYSTEM AUXILIARY DRAIN

1" BRASS PLUG

7' MAX. ABOVE

FINISHED FLOOR

1" BALL VALVE

2"x12" PIPE NIPPLE

FROM DRY SYSTEM

LOW POINT

1" BALL VALVE

1" PIPE NIPPLE

24"

FINISHED

FLOOR

1" THICK 24"x24" CONCRETE

SPLASH BLOCK

1"-45° ELBOW. SMOOTH

BORE, CORROSION

RESISTANT OUTLET GIVING

FLOW EQUIVALENT TO ONE

SPRINKLER.

FINISHED

GRADE/ROOF

TEMPORARY CONNECTION

PLUG VALVE END WHEN

NOT IN USE

1"BALL VALVE

1" SIGHT GLASS

WET SYSTEM

1" VALVE NOT OVER 7'-0"

ABOVE FINISHED FLOOR

BRANCH LINE

RETURN BEND FOR DRY OR

PREACTION SYSTEM

EXTERIOR BUILDING WALL

CAULKING SEALANT

NO SCALE

INSPECTOR TEST DETAIL

DRY OR PREACTION SYSTEMS

CONNECT NEW TO EXISTING

POST INDICATOR VALVE

TAMPER SWITCH

PRESSURE SWITCH

PIV

PIPE SECTION

LOW PRESSURE SUPERVISORY ALARM SWITCHLP

AIR COMPRESSORAC

FP-001

FP-001 5

FP-001

NO SCALE

UTILITY TRENCH DETAIL

SCHEDULE B - LOCATOR TAPE IDENTIFICATION

SCHEDULE A - MINIMUM DEPTH OF COVER OVER UTILITY

UTILITY

GAS, OIL, ELECTRIC

WATER

SANITARY,STORM

UTILITY

GAS, OIL

WATER

ELECTRIC

SANITARY, STORM

SAND BEDDING

COMPACTED BACKFILL

DEPTH OF COVER

(SEE SCHEDULE "A")

LOCATOR TAPE

(SEE SCHEDULE "B")

DEPTH

24" 66"

AS INDICATED

TAPE COLOR

YELLOW

BLUE

RED

GREEN

6" MIN.

6"6"

UNDISTURBED

EARTH

PIPE, CABLE,

OR CONDUIT.

GRADE - PAVEMENT

OR OTHER SURFACE

WHERE PAVED, SAW CUT

EXISTING PAVEMENT ALONG

STRAIGHT LINES. PATCH ALL

SURFACES TO MATCH

EXISTING.

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NO SCALE

FIRE PROTECTION RISER DETAIL - BUILDING 22, 41 & 108

GENERAL NOTES:

A. ABOVE DETAIL IS APPLICABLE TO BUILDING 22, 41 AND 108.

B. ABOVE DETAIL IS FOR GENERAL ARRANGEMENT OF VALVES AND ASSOCIATED EQUIPMENT. REFER TO FLOOR PLANS FOR

LOCATIONS OF INCOMING SERVICES.

C. ALL POWER SUPPLIES, WIRING, AND CONNECTIONS FOR TAMPER SWITCHES, FLOW SWITCH AND ELECTRIC ALARM BELLS TO FIRE

ALARM SYSTEM SHALL BE BY DIVISION 26.

TERMINATE 2" MAIN DRAIN AT FLOOR SINK

WITHIN FIRE SERVICE ROOM

2" MAIN DRAIN (TYPICAL)

RISER CHECK VALVE (TYPICAL)

WATER PRESS. GAUGES

(TYPICAL)

CONTROL VALVE WITH TAMPER

SWITCH W/ FIRE ALARM MONITOR

MODULE (TYPICAL)

DRY PIPE VALVE WITH

TRIM (TYPICAL)

3/4"

FIRE PROTECTION TANK-MOUNTED AIR

COMPRESSOR

AIR PRESSURE GAUGE

LOW AIR PRESSURE SUPERVISORY SWITCH

W/ FIRE ALARM MONITOR MODULE (TYPICAL)

AUTO AIR MAINTENANCE

DEVICE (TYPICAL)

WATER

PRESSURE

GAUGE

WATERFLOW

PRESSURE

SWITCH W/

FIRE ALARM

MONITOR

MODULE

(TYPICAL)

FLOW SWITCH

W/ FIRE ALARM

MONITOR

MODULE(TYPICAL)

TO FIRE

DEPARTMENT

CONNECTION

FIRE SERVICE

FROM WATER

SUPPLY

DOUBLE CHECK VALVE

BACKFLOW PREVENTER

ASSEMBLY (WATTS 774

OR APPROVED EQUAL).

DRAINAGE SHALL BE

PROVIDED TO HANDLE

THE FULL CAPACITY OF

DISCHARGE.

FINISHED

GRADE

1/2" CONDUIT BY DIV. 26

TO WET

SPRINKLER

SYSTEM

TO DRY SPRINKLER

SYSTEMELECTRIC WATERFLOW

ALARM BELL

APPROX. 10' ABOVE

FINISHED GRADE

TO WALL HYDRANT

NORMALLY CLOSED

STEEL BRAIDED

CONNECTION

COALESCING

FILTER

MANUAL

DESICCANT

DRYER

ELECTRIC WATERFLOW

ALARM BELL

APPROX. 10' ABOVE

FINISHED GRADE

GENERAL NOTES:

A. ABOVE DETAIL IS APPLICABLE TO BUILDINGS 36, 40-5, 40-6 & 126.

B. ABOVE DETAIL IS FOR GENERAL ARRANGEMENT OF VALVES AND ASSOCIATED EQUIPMENT. REFER TO

FLOOR PLANS FOR LOCATIONS OF INCOMING SERVICES.

C. ALL POWER SUPPLIES, WIRING, AND CONNECTIONS FOR TAMPER SWITCHES, FLOW SWITCH AND

ELECTRIC ALARM BELLS TO FIRE ALARM SYSTEM SHALL BE BY DIVISION 26.

TO WET

SPRINKLER

SYSTEM ZONE

TERMINATE 2" MAIN

DRAIN AT NEAREST FLOOR

DRAIN OR TO EXTERIOR

2" MAIN DRAIN (TYPICAL)

RISER CHECK

VALVE (TYPICAL)

WATER PRESS.

GAUGES (TYPICAL)

CONTROL VALVE WITH TAMPER

SWITCH W/ FIRE ALARM

MONITOR MODULE (TYPICAL)

TO WET SPRINKLER

SYSTEM ZONE

CONTINUED TO

FIRE PROTECTION

SITE WATER

SUPPLY

FLOW

SWITCH W/

FIRE ALARM

MONITOR

MODULE

(TYPICAL)

TO FIRE

DEPARTMENT

CONNECTION

1/2" CONDUIT BY DIV. 26

DOUBLE CHECK VALVE BACKFLOW

PREVENTER ASSEMBLY. DRAINAGE SHALL

BE PROVIDED TO HANDLE THE FULL

CAPACITY OF DISCHARGE.

6" CAP FOR

FUTURE

FINISHED

GRADE

NO SCALE

FIRE PROTECTION RISER DETAIL - BUILDINGS 36, 40-5, 40-6 & 1261

FP-002

NOTES:

1. ALL VALVES AND TEES SHALL BE RESTRAINED JOINT.

2. CONTRACTOR SHALL CONFIRM EXISTING PIPE O.D. PRIOR TO

THE CUTTING OF ANY EXISTING PIPE.

24" MIN SPOOL PIECE (TYP.)

D.I.P. SOLID SLEEVE

EXISTING D.I.P/C.I./P.V.C.

WATERMAIN

EXISTING WATERMAIN

MECHANICAL

JOINT RESTRAINT

MECHANICAL

JOINT RESTRAINT

TEE CONNECTION TO EXISTING WATER MAIN

NOT TO SCALE

24" MIN SPOOL PIECE (TYP.)

NEW FIRE SERVICE

THRUST BLOCK

GRADE

CONCRETE

THRUST BLOCK

CONCRETE

THRUST BLOCK

UNDISTURBED EARTH

PIPELINE

TEE

POLYETHYLENE

BARRIER

PLAN SECTION

'L'

HORIZONTAL THRUST BLOCK FOR TEES

NOT TO SCALE

MECHANICAL JOINT

RESTRAINT

12" 1'-4" 1'-0"

16" 4'-8"14" 4'-0" 2'-8" 2'-0"

5'-4"

8" 6"

2'-8" 2'-4" 2'-0"

UP TO 150 P.S.I. WORKING PRESSURE

H L

PLUG, CAP, TEE OR

TAP SLEEVEPIPE

SIZE

HORIZONTAL ANCHOR DIMENSIONS

FOR AVERAGE SOIL CONDITIONS

NOTES:

1. SIZES BASED ON 150 PSI PRESSURE IN PIPELINE AND 2,000 PSF SOIL BEARING STRENGTH.

2. ALL EXPOSED PORTIONS OF ANCHOR STRAPS TO RECEIVE A MINIMUM OF 2 FIELD COATS OF BITUMASTIC MATERIAL.

3. PRIOR TO PLACING CONCRETE WRAP ANCHORS & ALL FITTINGS IN 8-MIL THICK POLYTHENE.

4. ALL ANCHOR RODS SHALL BE TYPE 304 STAINLESS STEEL.

THRUST BLOCK HORIZONTAL

NOT TO SCALE

GENERAL NOTES:

1. CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS BEFORE STARTING WORK.

2. CONTRACTOR IS RESPONSIBLE TO PROVIDE EROSION AND SEDIMENT CONTROL IN ACCORDANCE WITH APPROPRIATE SPECIFICATION SECTIONS. CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS ASSOCIATED WITH EROSION AND SEDIMENT CONTROL, AND SHALL BE RESPONSIBLE TO PAY ANY FINES ASSOCIATED WITH

IMPROPER EROSION AND SEDIMENT CONTROL.

3. THE CONTRACTOR SHALL CONDUCT THE SITE WORK IN A SAFE MANNER AND WITH MINIMUM AMOUNT OF INCONVENIENCE TO TRAFFIC.

4. THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER, SIDEWALKS AND STREETS TO EXISTING CONDITION OR BETTER.

5. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION EQUAL TO THAT WHICH EXISTED PRIOR TO CONSTRUCTION UNLESS NOTED

OTHERWISE.

6. CONTRACTOR SHALL PROVIDE POSITIVE SITE DRAINAGE DURING CONSTRUCTION OPERATIONS. ALL FINAL LINES AND GRADES SHALL BE CONSTRUCTED TO MAINTAIN

POSITIVE SITE DRAINAGE TO EXISTING DRAINAGE STRUCTURES.

7. CONTRACTOR SHALL COORDINATE STAGING AREAS WITH OWNER.

8. LOCATIONS OF MAINLINE UTILITIES OR INDIVIDUAL SERVICES ARE NOT SHOWN ON DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING LOCATION AND DEPTH OF ALL UTILITIES. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR DETERMINING LOCATION AND DEPTH OF INDIVIDUAL SERVICES.

9. CONTRACTOR SHALL CONTACT WATERVLIET ARSENAL DEPARTMENT OF PUBLIC WORKS WHEN EXCAVATING IN THE VICINITY OF EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY EXISTING UTILITIES DAMAGED DUE TO HIS OPERATION.

10. CONTRACTOR SHALL SUPPORT AND/OR PROTECT EXISTING SEWER, STORM, WATER MAIN, GAS, OVERHEAD POWER, OR ANY OTHER EXISTING UTILITIES WHERE

NECESSARY, IN ACCORDANCE WITH UTILITY OWNER'S REQUIREMENTS.

11. CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL, R.O.W. MONUMENTS, AND INDIVIDUAL PROPERTY CORNER PINS/MONUMENTS IN THE AREA OF CONSTRUCTION. IF DAMAGED, CONTRACTOR SHALL HAVE SURVEYED AND REPLACED BY A NEW YORK STATE SURVEYOR AT NO ADDITIONAL COST TO THE

OWNER.

12. AN AIR COMPRESSOR SHALL BE PROVIDED FOR ANY BUILDING CONTAINING A DRY PIPE SPRINKLER SYSTEM. THE AIR COMPRESSOR SHALL BE PROVIDED POWER BY THE

CLOSEST BUILDING POWER SOURCE.

13. IN AREAS THAT ARE PROVIDED WITH PENDENT OR SIDEWALL SPRINKLER HEADS, DROPPED, GYPSUM OR ACT, CEILINGS CAN BE ASSUMED TO BE PRESENT. IN AREAS THAT ARE PROVIDED WITH UPRIGHT SPRINKLER HEADS, IT CAN BE ASSUMED NO CEILING IS PRESENT.

14. AREAS THAT HAVE DROPPED, GYPSUM OR ACT, CEILINGS THAT ARE BEING PROVIDED WITH PENDENT SPRINKLERS SHALL ALSO BE PROVIDED WITH CONCEALED SPRINKLER PIPING. AREAS THAT HAVE NO CEILINGS THAT ARE BEING PROVIDED WITH UPRIGHT SPRINKLERS SHALL BE PROVIDED WITH EXPOSED SPRINKLER PIPING.

SPB

SMSM

SPB

SPBSP

SPB

SMSMSM

SPB SPB

SPB

SMSMSMSMSMSM

SPB

BASEMENT AREA BELOW

SPB

SPBSPB

SPB

SPBSM

PIV

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TRU

RTH

0 4'-0" 16'-0"

SCALE 1/8"=1'-0" AT ORIGINAL SIZE

8'-0" 12'-0"

GENERAL NOTES:

A. PROVIDE A COMPLETE AUTOMATIC WET AND DRY PIPE SPRINKLER

SYSTEM IN ACCORDANCE WITH NFPA 13-2016 AND UFC 3-600-01 FOR

BUILDING 22.

B. PIPING AS SHOWN IS DIAGRAMMATIC, NOT ALL PIPING/FITTINGS ARE

INDICATED. CONTRACTOR IS RESPONSIBLE FOR FINAL SPRINKLER

SYSTEM PIPE SIZING/LAYOUT, SPRINKLER HYDRAULIC CALCULATIONS,

AND COORDINATION WITH LIGHTS FIXTURES/FIRE ALARM DEVICES,

DUCTWORK AND DIFFUSERS.

C. FINAL PIPE SIZING SHALL BE DETERMINED BY CONTRACTOR HYDRAULIC

CALCULATIONS SUBJECT TO APPROVAL BY ENGINEER.

D. SPRINKLER DESIGN CRITERIA IS AS FOLLOWS:

1. ORDINARY HAZARD: 0.20 GPM/SQ.FT. OVER 2500 SQ.FT., 250 GPM

HOSE STREAM DEMAND.

2. ATTIC: 0.20 GPM/SQ.FT. OVER 3250 SQ.FT., 250 GPM HOSE STREAM

DEMAND.

E. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS, FLOORS, AND

CEILINGS.

F. PIPING SHALL BE INSTALLED CONCEALED ABOVE FINISHED CEILINGS, I.E.

GYP, ACT.

G. PIPING SHALL BE INSTALLED EXPOSED ONLY IN UNFINISHED CEILING

SPACES, I.E. MECH/ELEC/STORAGE ROOMS, STAIRWELLS, ETC.

H. ALL PIPE SIZES 2" AND SMALLER SHALL BE SCHEDULE 40 BLACK STEEL

WITH THREADED FITTINGS. PIPE SIZES LARGER THAN 2" ARE PERMITTED

TO BE SCHEDULE 10 BLACK STEEL WITH ROLL-GROOVED PIPE COUPLINGS.

I. SPRINKLERS SHALL BE LOCATED A MINIMUM OF 24 INCHES FROM SIDE OF

HVAC DIFFUSERS.

J. FIRE ALARM CONTROL PANEL LOCATED IN THE BASEMENT.

STATIC PRESSURE: 54 PSI

RESIDUAL PRESSURE: 47 PSI

FLOW: 1130 GPM

DATE: 3/20/2017

HYDRANTS: NORTH OF BUILDING 135

HYDRANT FLOW

TEST INFORMATION

SCALE: 1/8" � 1'-0"A2 FLOOR PLAN - BASEMENT

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M T

S T

SCALE: 1/8" � 1'-0"C1 PARTIAL FLOOR PLAN - FIRST FLOOR

SCALE: 1/8" � 1'-0"A4 PARTIAL FLOOR PLAN - FIRST FLOOR

4" UP&DN

DOWN FROM ATTIC

DRY SPRINKLER

SYSTEM

6" CONTINUE TO

WATER MAIN

4" UP TO WET SPRINKLER ZONE

4" UP TO DRY SPRINKLER ATTIC ZONE

4" UP TO WET SPRINKLER ZONE

4" DN

4"4"

CHASE SHALL BE

PROVIDED

4" FDC (COORDINATE FITTING

WITH FIRE DEPARTMENT)

CHASE SHALL BE

PROVIDED

4" DOUBLE CHECK VALVE

BACKFLOW PREVENTER ASSEMBLY

(SEE DETAIL 1 ON DRAWING FP-002)

6" POST INDICATOR VALVE (SEE

DETAIL 3 ON DRAWING FP-001)

TSTS

4" UP TO FDC

WATERFLOW

ALARM BELL

LPTS

1" FEEDS 1 SPRINKLER

4" FEEDS 3 SPRINKLERS

2" FEEDS 5 SPRINKLERS

2" FEEDS 10 SPRINKLERS

SPRINKLER BRANCH PIPE SIZING TABLE

FOR USE IN HYDRAULIC CALCULATIONS

(UNLESS NOTED OTHERWISE)

DOWN TO INSPECTOR TEST CONNECTION & AUXILIARY

DRAIN (SEE DETAIL 5 ON DRAWING FP-001)

KEYED NOTES

PROVIDE CIRCUIT OT AIR COMPRESSOR AS FOLLOWS:

· SOURCE: NEAREST 208/120 VAC PANELBOARD, PROVIDE 20A, 1P CIRCUIT

BREAKER TO MATCH EXISTING. IF SUITABLE SPARE BREAKER EXIST, IT MAY

BE USED. NEATLY REVISE PANEL DIRECTORY TO REFLECT ADDED CIRCUIT.

· BRANCH CIRCUIT: PROVIDE 2#12, #12 GROUND IN 12" EMT CONDUIT AS

SPECIFIED. EXTEND FROM PANEL TO AIR COMPRESSOR LOCATION.

· DISCONNECT: PROVIDE 30A-2P HEAVY DUTY 208V DISCONNECT, UTILIZE 1

POLE FOR "HOT" CONDUCTOR. MOUNT ADJACENT TO COMPRESSOR.

PROVIDE NAMEPLATE, "COMPRESSOR DISCONNECT".

· TERMINATION: PROVIDE 12" SEALTIGHT FROM DISCONNECT TO

COMPRESSOR CONNECTION POINT. PROVIDE 2#12, #12 GROUND

STRANDED CONDUCTOR AND TERMINATE IN COMPRESSOR ELECTRICAL

BOX.

· CONTROL: PROVIDE SEPARATE SYSTEM FOR CONTROL FUNCTION.

SEE DETAIL 1 ON DRAWING FP-001

FOR FIRE SERVICE LEAD-IN

ATTIC

SMSMSMSMSMSM

ATTIC

SMSMSMSMSMSMSMSMSMSMSMSMSMSM

US Army Corps of Engineers

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TRU

RTH

0 4'-0" 16'-0"

SCALE 1/8"=1'-0" AT ORIGINAL SIZE

8'-0" 12'-0"

GENERAL NOTES:

A. PROVIDE A COMPLETE AUTOMATIC DRY PIPE SPRINKLER SYSTEM IN

ACCORDANCE WITH NFPA 13-2016 FOR BUILDING 22 ATTIC.

B. PIPING AS SHOWN IS DIAGRAMMATIC, NOT ALL PIPING/FITTINGS ARE

INDICATED. CONTRACTOR IS RESPONSIBLE FOR FINAL SPRINKLER

SYSTEM PIPE SIZING/LAYOUT, SPRINKLER HYDRAULIC CALCULATIONS,

AND COORDINATION WITH LIGHTS FIXTURES/FIRE ALARM DEVICES,

DUCTWORK AND DIFFUSERS.

C. FINAL PIPE SIZING SHALL BE DETERMINED BY CONTRACTOR HYDRAULIC

CALCULATIONS SUBJECT TO APPROVAL BY ENGINEER.

D. SPRINKLER DESIGN CRITERIA IS AS FOLLOWS:

1. ORDINARY HAZARD: 0.20 GPM/SQ.FT. OVER 2500 SQ.FT., 250 GPM

HOSE STREAM DEMAND.

2. ATTIC: 0.20 GPM/SQ.FT. OVER 3250 SQ.FT., 250 GPM HOSE STREAM

DEMAND.

E. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS, FLOORS, AND

CEILINGS.

F. PIPING SHALL BE INSTALLED CONCEALED ABOVE FINISHED CEILINGS, I.E.

GYP, ACT.

G. PIPING SHALL BE INSTALLED EXPOSED ONLY IN UNFINISHED CEILING

SPACES, I.E. MECH/ELEC/STORAGE ROOMS, STAIRWELLS, ETC.

H. ALL PIPE SIZES 2" AND SMALLER SHALL BE SCHEDULE 40 BLACK STEEL

WITH THREADED FITTINGS. PIPE SIZES LARGER THAN 2" ARE PERMITTED

TO BE SCHEDULE 10 BLACK STEEL WITH ROLL-GROOVED PIPE COUPLINGS.

I. SPRINKLERS SHALL BE LOCATED A MINIMUM OF 24 INCHES FROM SIDE OF

HVAC DIFFUSERS.

J. EXISTING ELECTRICAL WIRING MUST NOT BE DRAPED ON SPRINKLER

SYSTEM.

K. CONTRACTOR MAY RELOCATE BRANCH LINES AND SPRINKLERS IF

EXISTING WOOD TRUSSES ARE IN THE WAY.

STATIC PRESSURE: 54 PSI

RESIDUAL PRESSURE: 47 PSI

FLOW: 1130 GPM

DATE: 3/20/2017

HYDRANTS: NORTH OF BUILDING 135

HYDRANT FLOW

TEST INFORMATION

B U

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Y P

SCALE: 1/8" � 1'-0"C1 PARTIAL FLOOR PLAN - ATTIC

SCALE: 1/8" � 1'-0"A4 PARTIAL FLOOR PLAN - ATTIC

DOWN TO FIRST

FLOOR CLOSET

KEYED NOTES

SPRINKLERS SHALL BE INSTALLED AT ROOF LEVEL AND PIPE SHALL BE SLOPED TO ALLOW FOR APPROPRIATE DRAINAGE.1

DOWN TO APPARATUS BAY DRY SPRINKLERS

1" FEEDS 1 SPRINKLER

4" FEEDS 3 SPRINKLERS

2" FEEDS 5 SPRINKLERS

2" FEEDS 10 SPRINKLERS

SPRINKLER BRANCH PIPE SIZING TABLE

FOR USE IN HYDRAULIC CALCULATIONS

(UNLESS NOTED OTHERWISE)

UNIT 1

LOFT ACCESS

SPRINKLER ZONE 1

SPRINKLER ZONE 2

SPB

SPBSP

4"4"

PIV

STORAGE LOFT

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FP-102

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SCALE: 1/16" � 1'-0"A1 BUILDING 40 - PARTIAL FIRST FLOOR PLAN

PROJECT

NORTH

0 8'-0" 32'-0"16'-0" 24'-0"

SCALE 1/16"=1'-0" AT ORIGINAL SIZE

KEY PLAN

NO SCALE

AREA OF

WORK

6" FIRE SERVICE CONTINUED

TO WATER MAIN

4" FDC (COORDINATE FITTING

WITH FIRE DEPARTMENT)

4" SM UP (SPRINKLER ZONE 1)

4" SM UP (ATTIC

SPRINKLER ZONE)

6" FIRE SERVICE CONTINUED

TO WATER MAIN

4" SM UP (SPRINKLER ZONE 2)

4" SM UP ( ATTIC SPRINKLER ZONE)

4" FDC (COORDINATE FITTING

WITH FIRE DEPARTMENT)

GENERAL NOTES:

A. PROVIDE A COMPLETE AUTOMATIC WET PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA

13-2016 AND UFC 3-600-01 FOR THE AREA OF WORK INDICATED FOR BUILDING 40.

B. PIPING AS SHOWN IS DIAGRAMMATIC, NOT ALL PIPING/FITTINGS ARE INDICATED. CONTRACTOR IS

RESPONSIBLE FOR FINAL SPRINKLER SYSTEM PIPE SIZING/LAYOUT, FINAL NFPA SPRINKLER

HYDRAULIC CALCULATIONS, AND COORDINATION WITH LIGHTS FIXTURES/FIRE ALARM DEVICES, DUCTWORK AND DIFFUSERS.

C. PIPE SIZES WHERE INDICATED ARE MINIMUM ACCEPTABLE SIZES. FINAL PIPE SIZING SHALL BE

DETERMINED BY CONTRACTOR HYDRAULIC CALCULATIONS SUBJECT TO APPROVAL BY ENGINEER.

D. SPRINKLER DESIGN CRITERIA (WITHOUT FIRE PUMP) IS AS FOLLOWS:

1. ORDINARY HAZARD: 0.20 GPM/SQ.FT. OVER 2500 SQ.FT., 250 GPM HOSE STREAM DEMAND.

F. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS, FLOORS, AND CEILINGS.

G. PIPING SHALL BE INSTALLED CONCEALED ABOVE FINISHED CEILINGS, I.E. GYP, ACT.

H. PIPING SHALL BE INSTALLED EXPOSED ONLY IN UNFINISHED CEILING SPACES.

I. ALL PIPE SIZES 2" AND SMALLER SHALL BE SCHEDULE 40 BLACK STEEL WITH THREADED FITTINGS.

PIPE SIZES LARGER THAN 2" ARE PERMITTED TO BE SCHEDULE 10 BLACK STEEL WITH

ROLL-GROOVED PIPE COUPLINGS.

J. SPRINKLERS SHALL BE LOCATED A MINIMUM OF 24 INCHES FROM SIDE OF HVAC DIFFUSERS.

COORDINATE FINAL LOCATIONS OF SPRINKLERS WITH MECHANICAL CONTRACTOR PRIOR TO

INSTALLATION.

K. SPRINKLERS SHALL BE OF QUICK-RESPONSE TYPE IN ALL AREAS UNLESS OTHERWISE INDICATED.

1" FEEDS 1 SPRINKLER

4" FEEDS 3 SPRINKLERS

2" FEEDS 5 SPRINKLERS

2" FEEDS 10 SPRINKLERS

SPRINKLER BRANCH PIPE SIZING TABLE

FOR USE IN HYDRAULIC CALCULATIONS

(UNLESS NOTED OTHERWISE)

APPROXIMATE LOCATION OF

ELECTRICAL EQUIPMENT

x2 x2

TSWF

x2 x2

6" POST INDICATOR VALVE

STATIC PRESSURE: 78 PSI

RESIDUAL PRESSURE: 58 PSI

FLOW: 1115 GPM

DATE: 3/20/2017

HYDRANTS: WEST OF BUILDING 40

HYDRANT FLOW

TEST INFORMATION

SEE DETAIL 2 ON

DRAWING FP-002

SEE DETAIL 2 ON DRAWING

FP-001 FOR FIRE SERVICE

LEAD-IN & DETAIL 2 ON

DRAWING FP-002 FOR

RISER DETAIL

TS DOWN TO INSPECTOR TEST CONNECTION

(SEE DETAIL 5 ON DRAWING FP-001)

DOWN TO INSPECTOR TEST CONNECTION

(SEE DETAIL 5 ON DRAWING FP-001)

WATERFLOW ALARM BELL

UNIT 1

4" 4"

4"4"

4" 4"

4"4"4"4"

SPRINKLER ZONE 3

SPRINKLER ZONE 4

STORAGE LOFT

US Army Corps of Engineers

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SCALE: 1/16" � 1'-0"A1 BUILDING 40 - PARTIAL ATTIC PLAN

PROJECT

NORTH

0 8'-0" 32'-0"16'-0" 24'-0"

SCALE 1/16"=1'-0" AT ORIGINAL SIZE

KEY PLAN

NO SCALE

AREA OF

WORK

4" SM DN (ATTIC

SPRINKLER ZONE)

GENERAL NOTES:

A. PROVIDE A COMPLETE AUTOMATIC WET PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA

13-2016 AND UFC 3-600-01 FOR THE AREA OF WORK INDICATED FOR BUILDING 40.

B. PIPING AS SHOWN IS DIAGRAMMATIC, NOT ALL PIPING/FITTINGS ARE INDICATED. CONTRACTOR IS

RESPONSIBLE FOR FINAL SPRINKLER SYSTEM PIPE SIZING/LAYOUT, FINAL NFPA SPRINKLER

HYDRAULIC CALCULATIONS, AND COORDINATION WITH LIGHTS FIXTURES/FIRE ALARM DEVICES, DUCTWORK AND DIFFUSERS.

C. PIPE SIZES WHERE INDICATED ARE MINIMUM ACCEPTABLE SIZES. FINAL PIPE SIZING SHALL BE

DETERMINED BY CONTRACTOR HYDRAULIC CALCULATIONS SUBJECT TO APPROVAL BY

ENGINEER.

D. SPRINKLER DESIGN CRITERIA (WITHOUT FIRE PUMP) IS AS FOLLOWS:

1. ORDINARY HAZARD: 0.20 GPM/SQ.FT. OVER 2500 SQ.FT., 250 GPM HOSE STREAM DEMAND.

F. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS, FLOORS, AND CEILINGS.

G. PIPING SHALL BE INSTALLED CONCEALED ABOVE FINISHED CEILINGS, I.E. GYP, ACT.

H. PIPING SHALL BE INSTALLED EXPOSED ONLY IN UNFINISHED CEILING SPACES.

I. ALL PIPE SIZES 2" AND SMALLER SHALL BE SCHEDULE 40 BLACK STEEL WITH THREADED FITTINGS.

PIPE SIZES LARGER THAN 2" ARE PERMITTED TO BE SCHEDULE 10 BLACK STEEL WITH

ROLL-GROOVED PIPE COUPLINGS.

J. SPRINKLERS SHALL BE LOCATED A MINIMUM OF 24 INCHES FROM SIDE OF HVAC DIFFUSERS.

COORDINATE FINAL LOCATIONS OF SPRINKLERS WITH MECHANICAL CONTRACTOR PRIOR TO

INSTALLATION.

K. SPRINKLERS SHALL BE UPRIGHT TYPE FOR ATTIC SPACE.

1" FEEDS 1 SPRINKLER

4" FEEDS 3 SPRINKLERS

2" FEEDS 5 SPRINKLERS

2" FEEDS 10 SPRINKLERS

SPRINKLER BRANCH PIPE SIZING TABLE

FOR USE IN HYDRAULIC CALCULATIONS

(UNLESS NOTED OTHERWISE)

4" SM DN (ATTIC SPRINKLER ZONE)

STATIC PRESSURE: 78 PSI

RESIDUAL PRESSURE: 58 PSI

FLOW: 1115 GPM

DATE: 3/20/2017

HYDRANTS: WEST OF BUILDING 40

HYDRANT FLOW

TEST INFORMATION

SMSM

SMSP

BSP

SM SM SM SM SM

SPB

SPB SPB SPB

SPB

SPB SPB SPB

SPRINKLER ZONE 1

4"4"4"

4" FDC (COORDINATE FITTING

WITH FIRE DEPARTMENT)

PIV

ELECTRIC WATERFLOW

ALARM BELL

SM SM SM SM SM SM

SM SM SM SM SM SM SM SM SM

4" SM DN ATTIC (SPRINKLER ZONE 2)

SM SM SM

SM SM

4" 4"

US Army Corps of Engineers

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FP-104

F P

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.d w g

0 4'-0" 16'-0"

SCALE 1/8"=1'-0" AT ORIGINAL SIZE

8'-0" 12'-0"

SCALE: 1/8" � 1'-0"A1 BUILDING 41 - FIRST FLOOR PLAN

B U

S T

O R

PROJECT

NORTH

GENERAL NOTES:

A. PROVIDE COMPLETE AUTOMATIC WET PIPE AND DRY PIPE SPRINKLER SYSTEMS IN ACCORDANCE WITH NFPA 13-2016 AND UFC 3-600-01 FOR BUILDING 41.

B. PIPING AS SHOWN IS DIAGRAMMATIC, NOT ALL PIPING/FITTINGS ARE INDICATED. CONTRACTOR IS RESPONSIBLE FOR FINAL SPRINKLER SYSTEM PIPE SIZING/LAYOUT, SPRINKLER HYDRAULIC CALCULATIONS, AND COORDINATION WITH LIGHTS FIXTURES/FIRE ALARM DEVICES, DUCTWORK AND DIFFUSERS.

C. PIPE SIZES WHERE INDICATED ARE MINIMUM ACCEPTABLE SIZES. FINAL PIPE SIZING SHALL BE DETERMINED BY CONTRACTOR HYDRAULIC CALCULATIONS SUBJECT TO

APPROVAL BY ENGINEER.

D. SPRINKLER DESIGN CRITERIA IS AS FOLLOWS:

1. COMMERCIAL SPACES (ORDINARY HAZARD - RESTAURANT SEATING AREA): 0.20 GPM/SQ.FT. OVER 2500 SQ.FT., 250 GPM HOSE STREAM DEMAND.

2. ATTIC SPACE (ORDINARY HAZARD): 0.20 GPM/SQ.FT. OVER 3250 SQ.FT., 250 GPM HOSE STREAM DEMAND.

3. CORRIDORS: 0.10 GPM/SQ.FT. OVER HYDRAULICALLY MOST REMOTE 5 SPRINKLERS, 100 GPM HOSE STREAM DEMAND.

E. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS, FLOORS, AND CEILINGS.

F. PIPING SHALL BE INSTALLED CONCEALED ABOVE FINISHED CEILINGS, I.E. GYP, ACT.

G. PIPING SHALL BE…

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