GENERAL CONSTRUCTION NOTES FIRE PROTECTION ABBREVIATIONS SYMBOL LIST FIRE PROTECTION TESTS & INSPECTIONS

DCDA DOUBLE CHECK DETECTOR ASSEMBLY

1. ALL INDICATED WORK SHALL BE PERFORMED BY THE PLUMBING CONTRACTOR UNLESS OTHERWISE NOTED. 1. THE FOLLOWING INSPECTIONS & TESTS SHALL BE CONSIDERED PART OF THE CONTRACT WORK.
DESCRIPTION ABBREVIATION REDUCED PRESSURE ZONE
RPZ
ASSEMBLY 2. UPON COMPLETION OR PARTIAL COMPLETION OF THE PERMITTED FIRE PROTECTION WORK, ALL INSPECTIONS AND TESTS SHALL BE CONDUCTED BY APPROVED
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS INCLUDING BUT NOT LIMITED TO NATIONAL, CITY, STATE, LOCAL
CODES AND ORDINANCES WHICH MAY BE IN EFFECT. ALL PLUMBING MATERIALS, INSTALLATION PROCEDURES AND SYSTEM LAYOUTS SHALL BE APPROVED BY AGENCIES OR SPECIAL INSPECTORS QUALIFIED TO CONDUCT SUCH INSPECTIONS AND TESTS IN ACCORDANCE WITH NYCBC SECTIONS 110, 1704, & 1707, NYCPC
ABOVE FINISHED FLOOR AFF BREAK
ALL APPLICABLE CODE ENFORCEMENT AUTHORITIES HAVING JURISDICTION, AND IT SHALL BE THE PLUMBING CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND SECTION 312 & NYCFGC SECTION 406.
PAY FOR ALL NECESSARY PERMITS AND APPROVALS FOR THIS INSTALLATION. CAP 3. TESTS SHALL INCLUDE:
ARCHITECT ARCH
3. REFER TO THE WRITTEN SPECIFICATIONS IN CONJUNCTION WITH THE PLANS FOR FULL COMPLETE CONSTRUCTION INFORMATION. CONNECTION BREAK SYSTEM ACCEPTANCE TEST NFPA 13-2022
4. DO NOT MAKE ANY CHANGES OR SUBSTITUTIONS WITHOUT SPECIFIC WRITTEN APPROVAL FROM THE ARCHITECT OR ENGINEER. AUTO BALL DRIP ABD 4. SPECIAL INSPECTIONS SHALL INCLUDE:
DEMOLISH
5. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO REVIEW THESE PLANS AND SPECIFICATIONS, AS WELL AS THE RELATED HVAC, FIRE 4.1. SPRINKLER SYSTEM BC 1704.23
Office: (718) 221 4277
PROTECTION, ELECTRICAL, STRUCTURAL, ARCHITECTURAL, AND SITE ENGINEERING DRAWINGS TO BECOME FAMILIAR WITH THE FULL PROJECT SCOPE. IN AUTHORITY HAVING JURISDICTION AHJ ECCENTRIC REDUCER 4.2. FIRE-RESISTANT PENETRATIONS AND JOINTS BC 1704.27 Fax: (646) 895-6731
ADDITION, THIS CONTRACTOR MUST COORDINATE WITH AN OWNER'S REPRESENTATIVE TO FULLY UNDERSTAND ALL REQUIREMENTS WHICH MAY NOT BE 5. UPON COMPLETION OF ALL TESTING & INSPECTIONS, THE SPRINKLER CONTRACTOR SHALL SECURE ALL CERTIFICATES OF COMPLIANCE AND TRANSMIT SAME TO 325 Gold St. Suite 604 Brooklyn NY
SPECIFIED HEREIN AND WHICH MAYBE CONSIDERED PART OF THIS CONTRACT. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO WORK CLOSELY BACKFLOW PREVENTER BFP FIRE DEPARTMENT CONNECTION OWNER. 11201
WITH ALL ACCOMPANYING CONTRACTORS AND TRADESMEN IN ORDER TO ENSURE A SMOOTHLY RUNNING AND CAREFULLY COORDINATED INSTALLATION.
www.pwrae.com
FIRE HOSE VALVE
6. ANY DISCREPANCIES OR INADEQUACIES WITHIN THESE BID DOCUMENTS OR BETWEEN THESE BID DOCUMENTS AND THE RELATED HVAC, FIRE PROTECTION, BUILDING BLDG T
ELECTRICAL, STRUCTURAL, ARCHITECTURAL, INTERIOR DECOR AND SITE ENGINEERING DRAWINGS, OR BETWEEN THESE BID DOCUMENTS AND FIELD FS SPRINKLER HEAD SPECIFICATIONS: SP
HIGH TEMPERATURE SPRINKLER HEAD SPECIFICATIONS: SP CONSULTANTS:
FLOW SWITCH
CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO BID SUBMISSION. CENTER LINE CL
7. THE PLUMBING CONTRACTOR SHALL PROVIDE A COMPLETE SET OF RECORD "AS-BUILT" DRAWINGS INDICATING THE PRECISE LOCATION OF ALL SYSTEMS, FLOOR CONTROL VALVE MANUFACTURER: RELIABLE MANUFACTURER: RELIABLE
EQUIPMENT CONCEALED OR EMBEDDED PIPING, PIPING CONNECTIONS AND ACCESS DOORS. THESE DRAWINGS SHALL ALSO INCLUDE ALL CHANGES AND CEILING CLG G5 SERIES SPRINKLERS, STANDARD COVERAGE, CONCEALED PENDENT STANDARD SPRAY UPRIGHT SPRINKLER
DEVIATIONS FROM BID DOCUMENTS. XX HYDRAULIC NODE/FLOWING NODE
MODEL: G5-56, STANDARD COVERAGE, CONCEALED PENDENT SPRINKLER MODEL: F11FR56
COMBINED COMB PIPE DROP K-FACTOR: 5.6 gpm/psi K-FACTOR: 5.6 gpm/psi
COVER PLATE MODEL: G4/G5 COPYRIGHT NOTICE:
LISTINGS AND APPROVALS: cULus, FM, LPCB, VdS, EC Thsi drawni gsi thepropertyofPWREngn i eern
i gDesgi nDPCandsi notobe
CONNECTION CONN PIPE TEE LISTINGS AND APPROVALS: cULus SENSITIVITY: QR usedforanypurposeotherthanthespecfci proe j ctandstienamedheren
i ,and
SPRINKLER PROTECTION GENERAL NOTES PIPE UP/DOWN/UP & DN SENSITIVITY: QR MAX. WORKING PRESSURE: 250 psi
cannotbereproducedn
theArchtiect/Engn i eer.
i anymannerwtihoutheexpresswrtienpermsiso i nfrom

CONTINUATION CONT MAX. WORKING PRESSURE: 250 psi

1. ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE 2014 BUILDING AND FIRE CODES OF THE CITY OF NEW YORK, NFPA AND THE CITY OF SPRINKLER IDENTIFICATION NUMBER (SIN): RA1425
POINT OF CONNECTION SPRINKLER IDENTIFICATION NUMBER (SIN): RA3415
NEW YORK FIRE FIRE DEPARTMENT REQUIREMENTS. DOUBLE CHECK DETECTOR SPRINKLER TEMPERATURE RATINGS: 225° F
DCDA SPRINKLER TEMPERATURE RATINGS: 212° F
ASSEMBLY POINT OF DICONNECTION PROJECT NAME:
2. COORDINATE THE FIRE PROTECTION SYSTEM WITH WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS,
OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. DOUBLE CHECK VALVE DCV 1761 TOPPING AVENUE
REDUCER/INCREASER NOTE:
1. ALL SPRINKLER HEADS SHALL BE RESIDENTIAL TYPE. BRONX, NY 10457
3. COORDINATE THE LOCATIONS OF ALL SPRINKLER HEADS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS, MECHANICAL DIFFUSER, AND ELECTRICAL DRY SPRINKLER PIPING DSP REVISION TAG 2. SPRINKLER HEADS INSTALLED IN MECHANICAL ROOMS SHALL BE TEMPERATURE RATED @ 225° F MIN.
X
LIGHTING LAYOUT. PRIOR TO FABRICATION SUBMIT LAYOUT DRAWINGS FOR ARCHITECTURAL/ENGINEERING APPROVAL.
PIPE SLEEVE
DOWN DN
4. PLATFORMS AND CURBS, FOR FIRE PROTECTION EQUIPMENT SHALL BE AS INDICATED ON THE STRUCTURAL AND ARCHITECTURAL PLANS, UNLESS NOTED
OTHERWISE. COORDINATE EXACT SIZES OF REQUIRED OPENINGS AND SUPPORTS FOR FURNISHED EQUIPMENT. PIPE TEE SYSTEM PIPING PRESSURE TESTING PROPERTY DATA CLIENT:
DRAIN DR
FATION JUKA
5. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE CODES. BUTTERFLY VALVE ACCEPTABLE ADDRESS: 1761 TOPPING AVENUE, BRONX, NY
PROVIDE ALL FITTINGS, TRANSITIONS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. TEST
DRAWING DWG SYSTEM MEDIUM DURATION PRESSURE BLOCK: 2523
CHECK VALVE PRESSURE
LOSS
6. FIRE SPRINKLER CONTRACTOR SHALL PREPARE AND SUBMIT PRIOR TO ANY FABRICATION OF INSTALLATION ALL NECESSARY SHOP DRAWINGS AND/OR LOT: 148
DOCUMENTS FOR THE PROVISION AND INSTALLATION OF A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT THE THE BUILDING IN ACCORDANCE WITH ELEVATION EL GATE VALVE LOT AREA: 2,375 SQ FT
SPRINKLER SYSTEM PORTIONS WITH WORKING JOB DESCRIPTION:
AND SUBJECT TO THE BUILDING AND FIRE CODES OF THE CITY OF NEW YORK, NFPA, CITY OF NEW YORK FIRE DEPARTMENT AND THE LOCAL AUTHORITIES HAVING WATER 200 PSI 1 HOUR NONE JOB DESCRIPTION: SPRINKLER FILING FOR A NEW 4 STOREY WITH A
JURISDICTION REQUIREMENTS. VALVE ON VERTICAL PRESSURE UNDER 150 PSI PROPOSED SPRINKLER FILING FOR A NEW
ELECTRICAL ELEC PENTHOUSE IN CONJUNCTION WITH GC# 220707867
RESIDENTIAL 4 STORY WITH A PENTHOUSE
WORKING
7. FIRE SPRINKLER CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE LOCAL AUTHORITIES HAVING JURISDICTION FOR THE ENTIRE SPRINKLER OS&Y VALVE SPRINKLER SYSTEM PORTIONS WITH WORKING BUILDING IN CONJUNCTION WITH GC#
ELEVATOR ELEV WATER PRESSURE 1 HOUR NONE
SYSTEM PRIOR TO INSTALLATION. RPESSURES OVER 150 PSI 220707867.
+ 50 PSI
OS&Y VALVE W/ TAMPER SWITCH
8. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE A TEMPORARY SPRINKLER LOOP, TEMPORARY FIRE STANDPIPE SYSTEM AND OR FIRE WATCH FIRE EXTINGUISHER FE
DURING CONSTRUCTION IF REQUIRED BY THE LOCAL AUTHORITIES HAVING JURISDICTION. Y-STRAINER
FIRE HOSE VALVE CABINET FHVC
9. THE HAZARD CLASSIFICATION FOR OFFICES, CORRIDORS AND PUBLIC AREAS SHALL BE LIGHT HAZARD WITH THE EXCEPTION OF RETAIL, MECHANICAL,
ELECTRICAL AND ELEVATOR MACHINE ROOMS SHALL BE ORDINARY HAZARD GROUP 1. LOADING DOCK AREAS AND STORAGE ROOMS SHALL BE CLASSIFIED AS
ORDINARY HAZARD GROUP 2. FIRE MAIN PIPING F
FIRE PROTECTION PIPING LINETYPES
10. UNLESS OTHERWISE NOTED, ALL FIRE PROTECTION SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES. FUNNEL FLOOR DRAIN FFD
SPRINKLER
11. PROVIDE APPROVED SIGNAGE IDENTIFYING ALL FIRE PROTECTION SYSTEM CONTROL VALVES AND THE SYSTEMS/AREAS SERVED FIRE PROTECTION FP
25'-0"

STANDPIPE
12. SPRINKLER CONTRACTOR SHALL CONDUCT A HYDRANT FLOW TEST OR OBTAIN FLOW TEST DATA TO VERIFY THE AVAILABLE WATER SUPPLY PRESSURE AND SITE INFORMATION:
FLOW RATE ON THE INCOMING FIRE SERVICE. FLOW SWITCH FS FIRE MAIN BIN#
EXISTING SPRINKLER BLOCK: 2523
13. SPRINKLER HEADS SHALL BE FAST RESPONSE 74°C (165°F) TYPE, EXCEPT AS FOLLOWS: SKYLIGHT, MECHANICAL, ELECTRICAL AND ELEVATOR MACHINERY FIRE STANDPIPE FSP
ROOMS: 100°C (212°F) STANDARD. LOT: 148
EXISTING STANDPIPE

E
FUNNEL DRAIN FUD COMMUNITY BOARD:
14. PROVIDE SPRINKLER HEADS ABOVE AND BELOW MECHANICAL DUCT WORK 4'-0" WIDE AND GREATER.

15. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF SPRINKLER HEADS WITH ARCHITECT. GALLONS PER MINUTE GPM
EXISTING FIRE MAIN
N LOT WIDTH: 25 FT
LOT DEPTH: 95 FT
EXISTING PIPING TO BE DEMOLISHED (ALL SYSTEMS)

E
LOT AREA: 2,375 SQ. FT
HORSEPOWER HP
ZONE: R7-1
SPRINKLER NOTES
APPLICABLE CODES ZONING MAP: 3D

E
INVERT ELEVATION INV EL
1. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS PER SECTION BC Q102-7. NFPA 13R SHEET TITLE:
KILOWATT KW
GENERAL SHEET
2. STOCK OF EXTRA SPRINKLERS SHALL BE FURNISHED AS PER SECTION BC Q102-6.2.

E
DN
LIGHT HAZARD CLASSIFICATION LH
3. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY SECTION BC Q102-6.7.
HVAC SPLIT SYSTEM
MAXIMUM MAX

E
4. ALL VALVES ON CONNECTIONS TO WATER SUPPLY TO SPRINKLER SHALL BE APPROVED O.S. & Y. OR APPROVED INDICATOR TYPE. OUTDOOR UNITS
(WALL MOUNTED)
CONDENSING UNITS ISSUE / REVISION RECORD:
MANUF: MITSUBISHI
5. PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION CONSISTING OF A CAPPED NIPPLE 4" LONG ON MINIMUM MIN
END OF A CROSS MAIN AS PER SECTION BC Q102-8.14.16. SCOPE OF WORK MODEL: MXZ-2C20NAHZ
(AC-1)
DATE DESCRIPTION INITIAL

E
NOT IN CONTRACT NIC
6. DEDICATED SPRINKLER PIPING SHALL BE PAINTED RED AND SUCH PAINTING CERTIFIED IN ACCORDANCE WITH SECTIONS BC 903.6. AND LL58/2009

CROSS BRONX EXPRESSWAY

INSTALLATION OF SPRINKLER SYSTEM AS PER NFPA13R 4 STORY
7. SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH BC 2014 SECTIONS 903.3.1.1, 903.3.1.2 OR 903.3.1.3. NOT TO SCALE NTS

E
NB
8. SPRINKLER SYSTEM SUPERVISION AND ALARMS AS PER BC 2014 SECTION 903.4 ORDINARY HAZARD GROUP 1 OH-1
CLASSIFICATION

95'-0"
25'-0"

ORDINARY HAZARD GROUP 2

E
OH-2
SPRINKLER HEAD SPACING CRITERIA CLASSIFICATION
NOTE:
NOTE

LIGHT HAZARD POST INDICATOR VALVE PIV

PROTECTION AREA OF SPRINKLER HEAD:
APPLICANT:

E
1. LIGHT HAZARD (NON-COMBUSTIBLE PIPE SCHEDULE): 200 SQ. FT. 2 21 STORY FRAME
PLUMBING PLBG BUILDING
7'-6" MAX / 4" MIN

2. LIGHT HAZARD (NON-COMBUSTIBLE HYDRAULIC): 225 SQ. FT. KEMBA WALCOTT

CONCRETE SIDEWALK
(215' WIDE)
3. LIGHT HAZARD (COMBUSTIBLE/ALL): 130 TO 168 SQ. FT. PENTHOUSE PROFFESSIONAL SEAL:
15'-0" MAX POUNDS PER SQUARE INCH PSI

E
6'-0" MIN 7'-6" MAX
4'-0" MIN QUICK RESPONSE QR

E
RISER CONTROL VALVE RCV

REVOLUTIONS PER MINUTE RPM

E
SPRINKLER SYSTEM DESIGN CRITERIA: REDUCED PRESSURE ZONE BACKFLOW
RPZ 1'-4 34"

PREVENTER 4 STORY
NFPA 13R #1761

1. CLASS OF OCCUPANCY COMMERCIAL : R-2 LIGHT HAZARD SPRINKLER SP

E
CONSTRUCTION CLASS 1B
BRICK FINISH.
STRUCTURAL OCC. CATEGORY B
2. AREA TO BE CALCULATED :4 MOST REMOTE HEADS (RESID-10 DU)
SPECIFICATIONS SPEC

24'-1 41"
3. DENSITY OF WATER SUPPLY : 0.05 GPM PER SQ. FT. (MINIMUM) 1ST. FL. EL. 113.67(0'-0")

E
2" DOMESTIC WATER
4. REMOTE SPRINKLER HEAD PRESSURE : 7 PSIG (MINIMUM) TAMPER SWITCH TS SERVICE
DEPARTMENT OF BUILDING'S SEAL:
5. MAXIMUM SPRINKLER HEAD COVERAGE : 225 SQ.FT 2" RPZ
TYPICAL TYP

E
3" FIRE WATER SERVICE
6. SPRINKLER SYSTEM DESCRIPTION : RPZ
3" DCDA

TYPE - WET VERIFY IN FIELD VIF

SPRINKLER ORIFICE SIZE l 1/2" EL. 108.92 EL. 111.92 EL. 113.27 2'-5" EL. 114.08 EL. 115.35 EL. 116.73

E
K - FACTOR : 5.60 WATER SWITCH WS
C- FACTOR : 120 CONCRETE SIDEWALK

3'-0"
TOTAL NUMBER OF SPRINKLER HEADS = 90 HEADS PRESSURE SWITCH PS
CURB VALVE

E
3"Ø
HYDRANT

8" COMBINED SEWER

12" COMBINED SEWER

GRASS AREA NEW TREE 48'-0"

OCCUPANCY CLASSIFICATIONS

18"
TC. 108.35 TC. 111.56 TC. 112.79 TC. 113.81 TC. 115.15 TC. 116.28

BC. 108.00 BC. 111.26 BC. 112.30 BC. 113.50 BC. 114.73 BC. 115.82
Muhammad Atif

E
FLOW
INCOMING NEW 3"
HAZARD DENSITY AREAS

FLOW
DRAWING INDEX APPROVED
COMBINED WATER
12" WATER MAIN SERVICE
LIGHT 0.05 GPM/SQ.FT TYP.APARTMENT FLOORS E E E E E E E E E E E E E E E E E

SHEET
PAGES NUMBER SHEET NAME CELLAR THRU 4TH Date: 02/18/2025
FLOORS/PENTHOUSE
1 SP-001.00 ZONING INFORMATION, NOTES, SCHEDULE AND PLOT PLAN 0.15 GPM/SQ.FT
ORDINARY (GROUP-01) CELLAR FLOOR / UTILITY ROOMS

E
2 SP-002.00 CELLAR,FIRST AND 2ND FLOOR SPRINKLER PLAN

E
E E E E E E E E E E E E E E E E E E E

CL. 108.92 CL. 111.54 CL. 112.74 CL. 113.84 CL. 115.20 EL. 116.17

3 SP-003.00 THIRD, FOURTH, PENT HOUSE FLOOR SPRINKLER PLAN

M:\PWR\01_PROJECTS\24.046_1761 TOPPING AVENUE\SP\STUDIO

4 SP-004.00 SPRINKLER RISER DIAGRAM, NOTES AND DETAILS

E
X01129679-I1

E
5 SP-005.00 SPRINKLER DETAILS - 01 TOPPING AVENUE
(60' WIDE)
6 SP-006.00 SPRINKLER DETAILS - 02 DATE: DRAWNBY:
E

E
02.05.2025 U.E
7 SP-007.00 NOTES AND DETAILS
PROJECT NO.: CHECKEDBY:
24.046 K.W
PROJECT FILE: SP_1761 TOPPING AVENUE_01023025.DWG

1
PLOT PLAN SHEETNO.: PAGE:
Scale: 1/8" = 1'-0"
SP-001.00 01 07
 REAR YARD

RECREATION SPACE 42"

AREA: 850 S.F. METAL RAILING Office: (718) 221 4277

0"
25'-0" DN Fax: (646) 895-6731
9'-5"
325 Gold St. Suite 604 Brooklyn NY
1" 1" 1" 11201

1'-0"
3'-1" www.pwrae.com
24'-10"

CONSULTANTS:
AD

3'-0"
UP 45 45 45 45
10 10 3'-0"X7'-0"
1" 5'-0"X5'-0" 5'-0"X5'-0" 5'-0"X5'-0" 5'-0"X5'-0"
FPSC 90 MIN
0"

1'-0"

1'-2"

1'-2"
FRSC 90 MIN
3'-0"X7'-0"
AH AH COPYRIGHT NOTICE:

4'-2"

APT. 1C
3'-0"X7'-0"
Thsi drawni gsi thepropertyofPWREngn i eern
i gDesgi nDPCandsi notobe
FPSC
3'-0"X7'-0"

APT. 1A
4" CONC. CURB usedforanypurposeotherthanthespecfci proe j ctandstienamedheren
i ,and

3'-8"
FPSC cannotbereproducedn i anymannerwtihoutheexpresswrtienpermsiso i nfrom

4'-10"
2'-7" 2'-6"
5'-5"

theArchtiect/Engn i eer.

5'-11"
4'-10" 5'-8"

6'-11"
SP 1"

2'-0"
6'-1" 11'-5" 5'-5" 3'-7" 4'-11" 1" 1'-0" SP LIVING AND
1" PROJECT NAME:
1" BEDROOM DINING ROOM
SP 1'-6" 4'-7" 5'-10" 1761 TOPPING AVENUE
SP SP
1" 2'-8" 3'-11" 4'-7" 1"
BRONX, NY 10457
LIVING AND SP

REF.
1"
DINING ROOM

7'-10"
15'-5"
SP

16'-8"
1-1/4" LIVING AND CLIENT:

7'-5"
1'-8" 1'-4"
DINING ROOM FATION JUKA
1"

9'-1"
SP 1"
11'-10"

22'-10"
1" 3'-7" 4'-6"
1-1/2" 1"

9'-2"
2'-5"

24'-5"
SP

12" SOFFIT
OPEN CELLAR SP
1" 1"
1-1/4" JOB DESCRIPTION:
561.78 SF.

3'-11"
SP
2" 6'-2" 5'-9"
PROPOSED SPRINKLER FILING FOR A NEW
(AS PER B.C. 27-182) 2'-8"X7'-0"
RESIDENTIAL 4 STORY WITH A PENTHOUSE

8'-8"
NO SLEEPING , COOKING BUILDING IN CONJUNCTION WITH GC#

7'-1"
1"
OR LIVING IN THE CELLAR 2'-5" 6'-0"

6'-0"
100
SP
220707867.

4"
CFM 1" 5'-0"x7'-0" FD

1'-0" 1'-5"
1"
3'-9" CLOSET 3'-7"
1" HWH 1-1/4"

2'-0"
SP
1"
SP SP
14.5 SF

REF.

5"
2'-8"X6'-8" 1" 2'-4"
X7'-0 12" DROP
2'-8"X6'-8" " 1-1/2"

2'-3"X6'-8"
75 SP Appendix "P"
CEILING
CFM Layout HB-4b

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

5'-0"
7'-2"

BATHROOM

12'-2"
BATHROOM
43.37 SF. SP
40.23 SF.
CLO. 75 1-1/2"
CFM SITE INFORMATION:

12'-10"
1-1/2" 10.0 SF 1"
2'-8" 3'-7" 2'-3"

9'-7"
BIN#

12" SOFFIT

12" SOFFIT
1'-7"
1" 1" BLOCK: 2523

5'-6"x7'-0"
VITREOUS CHINA
C_LAVATORY
KINGSTON
K-2005 C_LAVATORY
KINGSTON
K-2005
VITREOUS CHINA
5"

SP
2' 2"
26.22 SF. -6
"x 3" 3" CL. 3" LOT: 148
7' 1"
3'-0"

-0 COMMUNITY BOARD:
220 N BATHRM 210 200 2"
APT. 1C

"
WH

FD
VITREOUS CHINA
C_LAVATORY
KINGSTON
K-2005

7'-5" 4'-11"

3'-0"X7'-0"
67'-11"

3'-6"
3" UP 3" 30.00 SF. 3" UP & DN 2" 100 3" UP & DN LOT WIDTH: 25 FT

5'-4"

8'-0"
FPSC
2'-2" 4'-2"
REFUSE CFM
1"
5'-1"

5'-0"

1" 1'-3" SP LOT DEPTH: 95 FT

8 CORRIDOR
SP Appendix "P" 8 ROOM 8 SP

2'-9"
1" 81.30 SF. Layout HB-1b 50 1" LOT AREA: 2,375 SQ. FT
3" 19.05 SQ.1'-6"
FT.
APT. 1B

9 CFM 9 9
WH

7 7 2'-0" SP 1" SP 2"

3'-9"
7
2'-3" 10" ZONE: R7-1

1'-11"
2'-8"X7'-0"
10 10 10 REF.
APT. 2A

62'-0"

62'-0"
T
"
'-0

6 6 6 100
2'-8"X6'-8" ZONING MAP: 3D
x7

6"
14R @ 7-7/8"

SP 11 11 CFM

3'-1"
"

14R @ 7-7/8"
-6

2"

16R @ 7"

16R @ 7"
5 5 5
2'

12'-8"
7'-5"
APT. 1A

12 12
WH

BATHROOM SHEET TITLE:

6"
2'-6"

4 4 4 4'-3" 2'-2"
3'-9"

44.46 SF

7'-1"
3 4'-7" REFUSE 2'-10"
13 13
CORRIDORSP 2'-6"X7'-0"
FLOOR PLANS

2'-0"
3
1"AREA 75 3
REFUSE

5'
"

5'-0"

59.90 SF. 2"

-0

DN 14 14 FPSC
7'

CFM

3'-6"
2 2
1" ROOM
"x

2
36.67 SF.SP
-6

3" 15
2'

2'-7"

1 1 SP
1'-2"

1'-6"
3'-5" 3'-6"
UP 5'-1" 2'-9" 2'-6"X7'-0"
UP 5'-3" 2'-4" DN 16
UP 1-1/2" 4'-8" 27.71 SF.
3'-3"

5'-7"
1" 1" FPSC 2'-6" 3'-9"
1" 3'-3" 3'-7" 5'-8" ISSUE / REVISION RECORD:

6"
SP SP
3'-0"X7'-0"
6"

ANIHC SUOERTIV
C_LAVATORY
KINGSTON
K-2005

FPSC SP SP DATE DESCRIPTION INITIAL

VITREOUS CHINA
C_LAVATORY
KINGSTON
K-2005

SP 1"
3" 2'-2" 100

1'-9"
3'-0"X7'-0"
2"
4'-2"

CFM

3'-1"
FPSC APT. 2B
REF.
7'-3" 4'-4"
APT. 1B 1-1/2"

1'-7"
VITREOUS CHINA
C_LAVATORY
KINGSTON
K-2005

1"

6'-2"
2'-6"X7'-0"

3'-0"X7'-0"
5'-10"

3'-0"X7'-0"
75
FPSC
FPSC

FPSC
5'-10" 5'-11" 2'-6"

5'
SP
2'-5"

2'-7"

CFM

8'-0"
CORRIDOR CL.
9'-8"

BATHROOM
3'-0"X7'-0"

4'-3"
1"

2'-7"

3'-10"
44.23 SF
FPSC

2'-10" 3'-1" 7'-2" 4'-10" ########## 2'-0"

12" SOFFIT
SP X7'-0
1"
SP
APT. 1B 75 " 1-1/2"
STORAGE 1" 1"

5'-0"
ENTIRE CEILING 2'-8"X6'-8" CFM
NOTE
3'-1"

3'-0"
32.39 SF. SP 3'-9" 1'-1"
5/8" GYP.BD.FC.60 BATHROOM

3'-0"X7'-0"
ACCESSORY USE FOR 1ST 2'-6"X6'-8" 1"

FPSC

2'-10"
43.42 SF. SP
FLOOR APARTMENT APPLICANT:
6'-1"

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

2'-8"X6'-8"
X 7'-0"
1" 2'-4" KEMBA WALCOTT
1-1/4"

5"
OPEN CELLAR 12" DROP

5'-3"
1'-6" PROFFESSIONAL SEAL:

10"
1"
19'-0"

5'-11"
SP 279.16 SF. DN CLOSET CEILING

2'-0"
3'-10" SP 3'-5"
8'-9"

HWH

1'-7"
2'-6" 1'-7" 14.5 SF

REF.
10 11 12 13 14
5'-5" 2'-10"
1-1/2" 5'-0"x7'-0" FD 1-1/4"

4"
6'-3"

SP 9
1" 1"
(AS PER B.C. 27-182)
NO SLEEPING , COOKING
8 4'-6" 2'-11" SP
1" LIVING AND
14R @ 7-7/8"

7
2'-8"X7'-0" DINING ROOM

7'-5"
7 OR LIVING IN THE CELLAR SP
14R @ 7-7/8"

6
6 3'-0" 8'-0" 4'-11" 1-1/4"

5'-2"
1"

6'-9"
5 1" 5
LIVING AND
12'-5"

SP SP 4
9'-3"

4 ENTIRE CEILING DINING ROOM

16'-4"
BEDROOM
ELECTRIC METERS

3
5/8" GYP. BD. 212.79 SF. 2'-10"

14'-9"
3
1"

8'-7"
4'-5"

2 1
3" 2
SP

12'-11"
2" TO DOMESTIC 5'-4" 5'-2"
UP SERVICE 1" 3'-4"
SP 1"
2" RPZ 100
6"

1" CFM DEPARTMENT OF BUILDING'S SEAL:

SPRINKLER 2" WATER 1"
1" 1"
1'-10"

7'-4"

2'-6"X7'-0" METER
2'-2"

SP
1" 4'-1" ROOM 3'-5" 2'-4" SP 3'-8" 7'-5" 6'-2" 2'-10" 1"

6'-2"
3" DCDA
2'-5"

1" SP
3" HOUSE CONTROL 1'-6" 4'-9" SP 5'-9"
4'-8"

SP
2'-6" 6'-8" 5'-10" FD VALVE
3" 35.09 SF.

3'-0"
2'-10"

2"
2'-6"

RPZ M
3" 3" 3" TO FIRE SERVICE
GLASS DOOR
FPSC 90 MIN

AH AH
3'-0"X7'-0"

3" DN
1'-6"

1'-2"

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

UP TO 3"
SIAMESE INCOMING NEW 3" 82 82 81 81
CONNECTION COMBINED WATER
25'-0" SERVICE FROM 12"
CITY WATER MAIN
8'-9" 5'-11" 6'-0" 3'-3" 3'-0"x6'-2" 3'-0"x6'-2" 3'-0"x6'-2" 3'-0"x6'-2"
Muhammad Atif
FIRE DEPT. CNN.
TWO WAY FLUSHING
APPROVED
ENTRY (FLUSH TYPE LABELLED
SPRINKLER)
Date: 02/18/2025
AT GRADE

CELLAR FLOOR PLAN (17 SPRINKLER HEADS) FIRST FLOOR PLAN 20 SPRINKLER HEADS) SECOND FLOOR PLAN (16 SPRINKLER HEADS)
1 2 3
M:\PWR\01_PROJECTS\24.046_1761 TOPPING AVENUE\SP\STUDIO

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

X01129679-I1
DATE: DRAWNBY:
02.05.2025 U.E
PROJECT NO.: CHECKEDBY:
24.046 K.W
PROJECT FILE: SP_1761 TOPPING AVENUE_01023025.DWG

SHEETNO.: PAGE:

SP-002.00 02 07
 Office: (718) 221 4277
Fax: (646) 895-6731
325 Gold St. Suite 604 Brooklyn NY
11201
www.pwrae.com

CONSULTANTS:

1" 1" 1" 1"

24'-10" 24'-10"
COPYRIGHT NOTICE:
1'-0" 1'-0" 1'-0" 1'-0" 1" 24'-10" 1" Thsi drawni gsi thepropertyofPWREngn i eern
i gDesgi nDPCandsi notobe
usedforanypurposeotherthanthespecfci proe j ctandstienamedheren
i ,and
cannotbereproducedn i anymannerwtihoutheexpresswrtienpermsiso i nfrom
45 45 45 theArchtiect/Engn i eer.
5'-0"X5'-0" 5'-0"X5'-0" 5'-0"X5'-0"
1'-2"

1'-2"

1'-2"

1'-2"
PROJECT NAME:
AH AH AH AH 1761 TOPPING AVENUE
42" H PARAPET WALL

3'-0"
BRONX, NY 10457
3'-8"

2'-0" 6'-8" 2'-4"

4'-10"
RD

5'-11"
4'-10" 5'-8" 1" 1" 3
1" LIVING AND

1'-0"
SP
4

SLOPE
SP 5'-10" 5'-6" CLIENT:
DINING ROOM SP
1" FLAT ROOF FATION JUKA
1'-6" 4'-7" 5'-10" SP (2 HR FR)

11'-4"
1" STUDIO 100
SP CFM

12" SOFFIT

17'-2"

17'-2"
7'-10"

9'-0"
1"
16'-0"

16'-3"
8'-0"
GREEN ROOF JOB DESCRIPTION:
SLOPE PROPOSED SPRINKLER FILING FOR A NEW
AREA: 356.37 SF. RESIDENTIAL 4 STORY WITH A PENTHOUSE
1"

10'-3"
BUILDING IN CONJUNCTION WITH GC#
9'-1"

N4 130 220707867.

22'-10"
1"
1" PE

SLOPE
SP
100 SP SLO
1-1/4"

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

12" SOFFIT
3'-11"

2'-8"X7'-0" 1'-6" N5 140

4'-2"
2'-5" 3'-3" 4'-3" 1" SP

7'-0"

REF.
1" 1" 45
SP SP SP N6 150 5'-0"X5'-0"
1-1/2"

3'-9"
5'-0"x7'-0" FD
1'-0" 1'-5"

CLOSET3'-7" 1-1/4"
4"

3'-9" HWH 7" 1'-5"

4"
1" REF.

3'-2"
14.5SPSF

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

120 1" N2 110

1-1/2" 1-1/4", DN SITE INFORMATION:
2'-4" 1-1/4" 2'-0" 3'-11"
SP 3
5"

5"
X 7'-0" 12" DROP 1 2 3
BIN#
Appendix "P" 2'-6"X6'-8" UP, N3 4 4
CEILING

5'-0"
Layout HB-4b 2'-6"X6'-8"
5
1-1/4" 5
BLOCK: 2523

7'-9"
7'-6"
6 6
4'-1" HALL
4" LOT: 148

11'-4"
BATHROOM
12'-1"

7
BATHROOM 75 7
5'-0"

5'-0"
43.42 SF. SP
2 COMMUNITY BOARD:

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

7'-2"
75 40.23 SF. CFM 8
1" 8

1-1/2" LOT WIDTH: 25 FT

100

15R @ 7-7/16"
SP
CFM N8
9
5'-0" 2'-11" 9
LOT DEPTH: 95 FT
N1

14'-11"
5'-6"x7'-0"

12" SOFFIT

10 10
170 N7 160 LOT AREA: 2,375 SQ. FT
CL.
1'-0"

1'-0"
11 11
ZONE: R7-1
7'-5"

VITREOUS CHINA
C_LAVATORY
KINGSTON
K-2005 VITREOUS CHINA
C_LAVATORY
KINGSTON
K-2005

13 SF 3" 12
3" 2"

6'-6"
ZONING MAP: 3D

15'-4"
2" 13

2'-0"
190 180 N9 1" HWH

1'-9"
2"

3'
3'-0"X7'-0"

7'-4" 1'-8"
3" UP & DN 3" DN SP
FD 1" 14 SHEET TITLE:
8'-0"
FPSC

1" 1"
SP 1"
FLOO PLANS

6"
SP 15
SP 1'-6" 1'-10" 2'-0"
2'-9" DN
2'-11"
9 1'-10" 5'-6" 4'-11" 9 9

10 8
2" 10 8 10 8 1" 1
BATHRM
3'-8"

SP

1'-5"
11 7 REF. 11 7 11 7
APT. 3A 41.61 SF
62'-0"

62'-0"

62'-0"
1"

62'-0"
100

6'-11"
6'-11"
12 6 CFM 12 6 75 12 6
test tee
3'-1"

5'-0"
16R @ 7"

16R @ 7"

16R @ 7"
CFM ISSUE / REVISION RECORD:

14'-2"
12'-8"

12'-8"

13 5 13 5 13 5
6"

4'-3" 2'-2" DATE DESCRIPTION INITIAL

14 4
CORRIDOR 2'-6"X7'-0"
14 4 14 4

REFUSE
2'-0"

SP
15 3
59.90 SF. 2" FPSC 15 3
2" 15 3
3'-6"

16 2
1" ROOM 16 2 VITREOUS CHINA
C_LAVATORY
KINGSTON
K-2005
16 2

6"
SP
1'-6"

27.71 SF.
DN 17
UP 2" 4'-8" 3'-3" DN 17
UP DN 17
3'-0"X7'-0" METAL LADDER
5'-7"

1'-11"
3'-3" 3'-7" 5'-8" 3'-4" 8'-1" 7'-6" 3'-11" FPSC (TO BULKHEAD ROOF)
6"

1"

3'-6"
1" 2" 1"
SP SP SP SP
100
1'-9"

3'-0"X7'-0" 3'-0"X7'-0"

1'-7"
CFM
3'-1"

FPSC APT. 3B FPSC NOTE

1-1/2" REF.
7'-3" 4'-4" 1-1/2"

6"
1'-7"

1'-7"
ANIH
YCRO
N
SOT
UA

ANIH
O
TV
SEA
G
RLN

YC
T_IC

RO
K
V

K-2005
N
SOT
UATV
OSEA
G
RLN
T_IC
K
V

K-2005

1" 10
3'-0"X7'-0"

3'-0"X7'-0"
APPLICANT:
FPSC

FPSC
100
8'-0"

CL. CL.
CFM
KEMBA WALCOTT
3

REF.

4'-0"
PROFFESSIONAL SEAL:
4'-3"

3'-10"

3'-0"X4'-0"
75 2'-0" SP 75 2'-0" 42" PARAPET
12" SOFFIT

Appendix "P" X 7'-0" X7'-0

Layout HB-4b 1-1/2" CFM " WALL
CFM
5'-0"

5'-0"

1"

8'-0"
3'-9" 1'-1" FIRE
BATHROOM BATHROOM SP
DEPARTMENT

1'-6"
43.42 SF. SP 1" 44.88 SF. 1-1/4"
ACCESS

12" SOFFIT
X7'-0
" 2'-6"X6'-8" " 1" 5'-8"
2'-8"X6'-8"
2'-4" X7'-05'-4"
1-1/4" 2'-4" SP 4'-3"
5"

5"

1'-6" 12" DROP 1-1/4" 12" DROP

10"

10"
5'-11"

CLOSET 1" CEILING CLOSET 1" CEILING

2'-0"

2'-0"

3'-10" 3'-5" 3'-10" 3'-5" SL

30'-0"
SP SP
HWH 14.5 SF HWH O
1'-7"

1'-7"

14.5 SF PE
5'-0"x7'-0" FD 1-1/4" 5'-0"x7'-0"
4"

4"

FD 03
A-302 RD O PE
1" L
10'-1"
S
2'-8"X7'-0" SP 2'-8"X7'-0"
1"

22'-11"
6'-9"

6'-9"

LIVING AND DEPARTMENT OF BUILDING'S SEAL:

DINING ROOM
16'-4"

BEDROOM BEDROOM
8'-7"

13'-9"
12'-11"

12'-11"

5'-4" 5'-2" 5'-4" 5'-2" 6'-0" 5'-11"

SP 1" SP 1" 1" SP

SLOPE
1"
6'-2"

6'-2"

6'-2"

FIRE DEPARTMENT
1'-6" 4'-9" SP 5'-9" ACCESS

Muhammad Atif
3'-0"

AH AH AH AH
APPROVED
1'-2"

1'-2"

1'-2"

1'-2"

Date: 02/18/2025
82 82 81 81 82 82 81 81
3'-0"x6'-2" 3'-0"x6'-2" 3'-0"x6'-2" 3'-0"x6'-2" 3'-0"x6'-2" 3'-0"x6'-2" 3'-0"x6'-2" 3'-0"x6'-2"
M:\PWR\01_PROJECTS\24.046_1761 TOPPING AVENUE\SP\STUDIO

X01129679-I1
DATE: DRAWNBY:
02.05.2025 U.E
THIRD FLOOR PLAN (16 SPRINKLER HEADS) FOURTH FLOOR PLAN (19 SPRINKLER HEADS) PENTHOUSE FLOOR PLAN (2 SPRINKLER HEADS) PROJECT NO.: CHECKEDBY:
1 2 3
Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" 24.046 K.W
PROJECT FILE: SP_1761 TOPPING AVENUE_01023025.DWG

SHEETNO.: PAGE:

SP-003.00 03 07
 Office: (718) 221 4277
Fax: (646) 895-6731
325 Gold St. Suite 604 Brooklyn NY
11201
www.pwrae.com

CONSULTANTS:

N-110 COPYRIGHT NOTICE:

Thsi drawni gsi thepropertyofPWREngn i eern
i gDesgi nDPCandsi notobe
ROOF usedforanypurposeotherthanthespecfci proe j ctandstienamedheren
i ,and
cannotbereproducedn i anymannerwtihoutheexpresswrtienpermsiso i nfrom
theArchtiect/Engn i eer.
1" Ø 2 SPRINKLERS EL : +46'-8"
FV
8.64 psi
SHUT-OFF
ITEMS (DOMESTIC TAKE-OFF) FOR REFERENCE VALVE
PROJECT NAME:
1761 TOPPING AVENUE
BRONX, NY 10457

9'-4"
1-1/4" Ø SPRINKLER TEST
1 NEW 2" DOMESTIC WATER METER INLET CONTROL BALL VALVE TEE

2 NEW 2" DOMESTIC WATER METER CLIENT:

FATION JUKA
3 NEW 2" DOMESTIC BACKFLOW PREVENTER N-180

4 NEW 2" TEST TEE PENTHOUSE FLOOR

3" Ø 19 SPRINKLERS
5 NEW 2" DOMESTIC WATER METER OUTLET CONTROL BALL VALVE FV
EL : +37'-4"
JOB DESCRIPTION:
15.76 psi PROPOSED SPRINKLER FILING FOR A NEW
6 NEW 2" BALL VALVE (NORMALLY CLOSED) RESIDENTIAL 4 STORY WITH A PENTHOUSE
BUILDING IN CONJUNCTION WITH GC#
7 NEW 2" BALL VALVE (NORMALLY CLOSED) 220707867.

9'-4"
8 NEW 2" SOLENOID VALVE (NORMALLY OPEN, CLOSED UPON
SPRINKLER WATER FLOW SWITCH ACTIVATION 3" Ø

N-190

FOURTH FLOOR
NOTE: SPRINKLER/DOMESTIC FV
3" Ø 16 SPRINKLERS EL : +28'-0"
19.85 psi SITE INFORMATION:
1. DOMESTIC WATER TAKE-OFF EQUIPMENT ARE SHOWN FOR REFERENCE. BIN#
BLOCK: 2523
THESE ITEMS ARE NOT BEING FILED IN THIS APPLICATION. DOMESTIC 3" Ø
LOT: 148
SYSTEM IS SHOWN SO THAT NOTE NUMBER 8 BELOW CAN BE MADE

9'-4"
COMMUNITY BOARD:
CLEARER. LOT WIDTH: 25 FT
LOT DEPTH: 95 FT
2. PER APPENDIX OF THE NYC BUILDING CODE THAT MODIFIES NFPA 13D, LOT AREA: 2,375 SQ. FT
2016 SECTION 6.2, AS MODIFIED BY NYC BUILDING CODE, APPENDIX Q.03. A N-200 ZONE: R7-1
COMMON SUPPLY MAIM TO THE BUILDING SERVICING BOTH SPRINKLER THIRD FLOOR
ZONING MAP: 3D

AND DOMESTIC WATER SYSTEM MAY BE USED IF PROVISION IS MADE TO 3" Ø 16 SPRINKLERS EL : +18''-8" SHEET TITLE:
FV
SRINKLER RISER
PREVENT FLOW OF ON THE DOMESTIC WATER SYSTEM UPON OPERATION 23.94 psi

OF SPRINKLER AND CLOSURE OF THE MAIN SPRINKLER CONTROL VALVE

3" Ø
(THE HOUSE CONTROL VALVE) WILL SHUT OFF THE DOMESTIC WATER
ISSUE / REVISION RECORD:

9'-4"
SUPPLY. DATE DESCRIPTION INITIAL

3. PROVIDE 2" LEAD FREE SOLENOID THAT WILL CLOSE WHEN SPRINKLER
WATER FLOW SWITCH IS ACTIVATED.
N-210

NEW 3" HOUSE SECOND FLOOR

CONTROL VALVE IN 3" Ø 20 SPRINKLERS EL : +9'-4" NOTE
VERTICAL OS&Y FV
28.07psi
W/TAMPER SWITCH
LOCKED IN OPEN APPLICANT:
POSITION
KEMBA WALCOTT
PROFFESSIONAL SEAL:

9'-4"
NEW 4"X3"X3" FIRE TO BUILDING
DEPARTMENT DOMESTIC SYSTEM
3" Ø CHECK 3" Ø
CONNECTION
VALVE
NEW CURB VALVE
GRADE N-220 FIRST FLOOR

EL :+0'-0"
7 WATER METER ROOM 3" Ø
17 SPRINKLERS
5 (WELL LIT & HEATED) FV
N-270 32.16psi
47.33 psi NEW 3" FIRE SERVICE RPZ
WITH DOMESTIC

9'-2"
1 2 3 6 6
TAKE-OFF 2" Ø 8 SEE SPRINKLER / N-230
4
3" DCDA N-250
DOMESTIC NOTE 3

N-260 N-240
4" Ø TO 250 3" Ø
12" WATER MAIN ON 3" Ø DEPARTMENT OF BUILDING'S SEAL:
WF 32.51psi
TOPPING AVENUE
CELLAR FLOOR

1" TEST AND DRAIN VALVE EL :-9'-2"

BASE SUPPORT FOR
FOR SPRINKLER SYSTEM
SPRINKLER EQUIPMENTS WATER FLOW
SPRINKLER WATER FLOW SWITCH SWITCH

FS

TOTAL OF 90
SPRINKLER RISER DIAGRAM SPRINKLER HEADS
Muhammad Atif
SCALE: NOT TO SCALE APPROVED
Date: 02/18/2025
M:\PWR\01_PROJECTS\24.046_1761 TOPPING AVENUE\SP\STUDIO

X01129679-I1
DATE: DRAWNBY:
02.05.2025 U.E
PROJECT NO.: CHECKEDBY:
24.046 K.W
PROJECT FILE: SP_1761 TOPPING AVENUE_01023025.DWG

SHEETNO.: PAGE:

SP-004.00 04 07
 4
6 1
7 1 WOODEN BEAM
1 4 4 7 LOOKING NUT

1" A.F.F
5
5 SUPPORT NUT

THREAD
SUPPORT NUT
8
Office: (718) 221 4277
Fax: (646) 895-6731
HOLES CLEVIS HANGER 325 Gold St. Suite 604 Brooklyn NY
11201
www.pwrae.com

CONSULTANTS:

STRUCTURAL BEAM

2 3
8 6 9
2 2
10 9 THREADED ROD COPYRIGHT NOTICE:
5 GALVANIZED Thsi drawni gsi thepropertyofPWREngn i eern
i gDesgi nDPCandsi notobe
3 3 usedforanypurposeotherthanthespecfci proe j ctandstienamedheren
i ,and
PIPE THRU INTERIOR PIPING cannotbereproducedn i anymannerwtihoutheexpresswrtienpermsiso i nfrom
PIPE THRU INTERIOR theArchtiect/Engn i eer.
FIRE RATED WALLS CLEVIS HANGER
FIRE RATED WALLS DOUBLE LOCKNUTS
EXTERIOR WALLS EXTERIOR WALLS GALVANISHED
UL ASSY W-L-1041 GALVANIZED
UL ASSY W-L-1041
PROJECT NAME:
1 PIPE SLEEVE 6 SLEEVE WATERSTOP 1 PIPE SLEEVE 6 CONCRETE SLAB
1761 TOPPING AVENUE
BRONX, NY 10457
2 FIRE STOPPING 7 WALL SLEEVE (POURED IN PLACE) 2 FIRE STOPPING 7 BRUSH ON FLASHING 120 MILS THICKNESS

3 PIPE 8 PIPE 3 PIPE 8 WATERPROOF MEMBRANE

CLIENT:
4 ESCUTCHEON 9 WALL 4 ESCUTCHEON 9 STRUCTURAL SLAB
FATION JUKA

5 RATED WALL ASSEMBLY 10 HYDROSTATIC PIPE CLOSURE "LINK-SEAL" 5 FINISHED FLOOR

1 UN-INSULATED PIPING WALL PENETRATIONS 2 UN-INSULATED PIPING FLOOR PENETRATIONS 3 TYPICAL PIPE SUPPORT JOB DESCRIPTION:
NOT TO SCALE NOT TO SCALE NOT TO SCALE PROPOSED SPRINKLER FILING FOR A NEW
RESIDENTIAL 4 STORY WITH A PENTHOUSE
BUILDING IN CONJUNCTION WITH GC#
220707867.

SOCKET CLAMP AND WASHER

BUILDING INTERIOR WALL GRINNELL FIG. No. 594&595 1" FROM SPRINKLER BRANCH

4" FIXED AIR GAP

SPRINKLER / STANDPIPE DRAIN TO
BE CENTERED INSIDE A 4" SPLASH SITE INFORMATION:
WALL PLATE SCHEDULE 40 GALVANIZED PREVENTOR
BIN#
STEEL PIPE SLEEVE

8" MIN
3"X3"X6" WALL BLOCK: 2523
FLUSH SIAMESE METAL ESCUTCHEON
6"X4" REDUCER LOT: 148

4" MIN
CONNECTION (TYPICAL)
COMMUNITY BOARD:
4" PIPE (SPLASH PREVENTER TO
LOT WIDTH: 25 FT
BE CENTERED INSIDE 8" PIPE
LOT DEPTH: 95 FT
3'-0" MAX
1'-6" MIN

LOT AREA: 2,375 SQ. FT

FIRE STOP MATERIAL ZONE: R7-1
6"
ZONING MAP: 3D
20 GA. SHEET
EXTERIOR GRADE TO VENT SHEET TITLE:
METAL SLEEVE
6"X4" REDUCER SPRINKLER DETAILS-01
4"
GROUND FLOOR

TO SANITARY DRAIN 1" VALVE

CHECK VALVE ISSUE / REVISION RECORD:

DATE DESCRIPTION INITIAL

OUTLET GIVING RESTRICTION EQUAL

TO ONE SPRINKLER
CONNECT TO BOTTOM
OF CHECK VALVE

3/4" AUTOMATIC BALL DRIP

VALVE APPROVED BY N.Y.C.
BOARD OF STANDARDS AND
APPEALS NOTE

TYPICAL SIAMESE CONNECTION DETAIL ANTI-SPLASH SPRINKLER DRAIN INSPECTORS TEST CONNECTION TYPICAL CONCEALED SPRINKLER APPLICANT:

4 5 6 NOT TO SCALE
7 NOT TO SCALE
KEMBA WALCOTT
PROFFESSIONAL SEAL:
NOT TO SCALE NOT TO SCALE

SEISMIC / SURGE RESTRAINT

TOLCO FIG. 1000 FAST CLAMPS UNDERWRITERS LABORATORIES TOLCO FIG. 1000 FAST CLAMPS UNDERWRITERS LABORATORIES EXPANDABLE INSERT SHIELD
TOLCO FIG. 25 SURGE RESTRAINER STRUCTURAL BEAM
LISTED, MUST BE USED WITH TOLCO U.L. LISTED ATTACHMENTS FIG. LISTED, MUST BE USED WITH TOLCO U.L. LISTED ATTACHMENTS FIG. SIMILAR TO HILTI
TYPE 1- FOR USE WITH 1" AND 1.25" PIPE AND HANGER
909 OR FIG. 910 SWIVEL FITTINGS OR FIG. 975 OR FIG. 908 STRAIGHT 909 OR FIG. 910 SWIVEL FITTINGS OR FIG. 975 OR FIG. 908 STRAIGHT TYPE 2- FOR USE WITH 1.5" AND 2.0" PIPE AND HANGER
FITTINS FITTINS

EXISTING
METAL PAN
TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY WITH
TOLCO
TOLCO FIG. TOLCO BAND HANGERS FIG. 200, 2NFPA, TO RESTRICT
TOLCO FIG. BAND HANGER
TOLCO FIG. 909 0R 908 UPWARD MOVEMENT OF PIPE WITHIN THE HANGER AS BOTTOM OF DRILL OPENING EXPANDABLE INSERT SHIELD
909 0R 910 DEPARTMENT OF BUILDING'S SEAL:
909 0R 910 IT OCCURS DURING SPRINKLER HEAD ACTIVATION OR CONCRETE SLAB SIMILAR TO HILTI
EARTHQUAKE TYPE ACTIVITY BOTTOM OF
THREADED ROD CONNECTOR CONCRETE SLAB THREADED ROD CONNECTOR
SIMILAR TO GRINNEL FIG. 136 SIMILAR TO GRINNEL FIG. 136 DOUBLE LOCKNUTS
TOLCO FIG. 1000 GALVANIZED THREADED ROD GALVANIZED GALVANIZED
THREADED ROD GALVANIZED
FAST CLAMP THREADED ROD
GALVANIZED
GALVANIZED
LATERAL ( TRANSVERSE) BRACE DOUBLE LOCKNUTS
NOTE : CAN BE USED TO RESTRICT EITHER STEEL PIPE OR CPVC PLASTIC PIPE DOUBLE LOCKNUTS
CLEVIS HANGER CLEVIS HANGER GALVANIZED CLEVIS HANGER
GALVANISHED GALVANIZED GALVANISHED GALVANISHED

TOLCO FIG. 1000 FAST CLAMPS UNDERWRITERS LABORATORIES TOLCO FIG. 1000 FAST CLAMPS UNDERWRITERS LABORATORIES
Muhammad Atif
TOLCO FIG. 1000 FAST CLAMPS UNDERWRITERS LABORATORIES LISTED, MUST BE USED
LISTED, MUST BE USED WITH TOLCO U.L. LISTED ATTACHMENTS FIG. LISTED, MUST BE USED WITH TOLCO U.L. LISTED ATTACHMENTS FIG. WITH TOLCO U.L. LISTED ATTACHMENTS FIG. 909 OR FIG. 910 SWIVEL FITTINGS OR FIG. 975
909 OR FIG. 910 SWIVEL FITTINGS OR FIG. 975 OR FIG. 908 STRAIGHT 909 OR FIG. 910 SWIVEL FITTINGS OR FIG. 975 OR FIG. 908 STRAIGHT OR FIG. 908 STRAIGHT FITTINS
FITTINS FITTINS
APPROVED
Date: 02/18/2025
LATERAL
(TRANSVERSE) BRACE
TOLCO FIG.
TOLCO FIG. TOLCO FIG. TOLCO FIG. 1000
909 0R 910
909 0R 910 909 0R 910
LEAF SPRING
M:\PWR\01_PROJECTS\24.046_1761 TOPPING AVENUE\SP\STUDIO

TOLCO FIG. 1000

TOLCO FIG.
907
TOLCO FIG. 1000
(2) FAST CLAMP
TOLCO FIG.
1000 FAST
CONFIGURATION
AND ORIENTATION
BEFORE NUTS
X01129679-I1
CLAMP LEAF ARE TIGHTENER
SPRING SHOWN NOTE : TO ASSURE MINIMUM DATE: DRAWNBY:
FLAT REQUIRED TORQUE - TIGHTEN HEX 02.05.2025 U.E
TOLCO FIG. 1000 FAST CLAMP RISER BRACE NUTS UNTIL LEAF SPRING IS FLAT
PROJECT NO.: CHECKEDBY:
24.046 K.W
PROJECT FILE:
SEISMIC HANGING DETAILS
SP_1761 TOPPING AVENUE_01023025.DWG

8 9 TYPICAL PIPE SUPPORTS SHEETNO.: PAGE:

NOT TO SCALE NOT TO SCALE
SP-005.00 05 07
 EXISTING WF
1.120" 1.402"
STEEL MEMBER
1.120"

"C" - CLAMP Office: (718) 221 4277

Fax: (646) 895-6731
325 Gold St. Suite 604 Brooklyn NY
11201
www.pwrae.com
A B C D E F
CONSULTANTS:

2.170"

2.256"
SQ
SQ
CONCRETE ANCHOR HILTI-KWICK BOLT, SERIES METAL DECK STEEL

1.5"
HDI EPOXY TYPE, OR APPROVED EQUAL. RESTRAINING STRAP

INSTALLATION SHALL BE IN A ACCORDANCE WITH COUPLER COPYRIGHT NOTICE:

Thsi drawni gsi thepropertyofPWREngn i eern
i gDesgi nDPCandsi notobe
THE MANUFACTURES RECOMMENDATION. usedforanypurposeotherthanthespecfci proe j ctandstienamedheren
i ,and
cannotbereproducedn i anymannerwtihoutheexpresswrtienpermsiso i nfrom
ROD theArchtiect/Engn i eer.

SPRINKLER PIPE PENDENT UPRIGHT

PROJECT NAME:
CLEVIS HANGER 1761 TOPPING AVENUE
BRONX, NY 10457
G H I J K L M

A - U-TYPE HANGER FOR BRANCH LINES. H - ADJUSTABLE CLEVIS HANGER. NOTE : CLIENT:

B - U-TYPE HANGER FOR CROSS MAINS AND FEED MAINS. J - "UNIVERSAL" I-BEAM CLAMP. 1. CLEVIS HANGERS REQUIRED ON PIPING LARGER THAN 1". CORP. MOD.SG GLASS BULB SPRINKLER, 1/2"Ų FATION JUKA

C - ADJUSTABLE CLIP FOR BRANCH LINES. K - "UNIVERSAL" CHANNEL CLAMP. 2. GENERAL PURPOSE HANGERS MAY BE USED 1" SPRINKLER
D - SIDE BEAM ADJUSTABLE HANGER. L - C-TYPE CLAMP WITH RETAINING STRAP. PIPING ONLY. ORIFICE TEMPERATURE RATING 155°F
JOB DESCRIPTION:
E - ADJUSTABLE SWIVEL RING HANGER M - CENER I-BEAM CLAMP FOR BRANCH LINES. 3. ALL ANCHORS SHALL BE ICC-ES APPROVED MEA # 395-91-M PROPOSED SPRINKLER FILING FOR A NEW
RESIDENTIAL 4 STORY WITH A PENTHOUSE
WITH EXPANSION SHIELD. Q - EYE ROD AND RING HANGER.
BUILDING IN CONJUNCTION WITH GC#
G - ADJUSTABLE FLAT IRON HANGER. R - WRAP AROUND U HOOK. 220707867.

DETAIL OF ACCEPTABLE HANGERS TYPICAL HANGER DETAILS 12 GALAXY SERIES STAR

10 NOT TO SCALE
11 NOT TO SCALE NOT TO SCALE

SITE INFORMATION:
BIN#
H* UPRIGHT BLOCK: 2523

STANDARD WEIGHT STEEL 1" BRANCH LINE SPRINKLER

1"x1/2" NPT LOT: 148
PIPE SLEEVE TO PASS PIPE FEMALE COMMUNITY BOARD:
REDUCER LOT WIDTH: 25 FT
LOT DEPTH: 95 FT
TERMINATE SLEEVE FLUSH WITH LOT AREA: 2,375 SQ. FT
FINISHED WALL SURFACES ZONE: R7-1
ZONING MAP: 3D
CROSS MAIN

V*
SEAL OR CAULK SLEEVES UNDERSIDE SHEET TITLE:
THROUGH FIRE WALLS IN A OF CEILING SPRINKLER DETAILS-02
SMOKE TIGHT MANNER.
1/2" CLEAR MAXIMUM

ISSUE / REVISION RECORD:

UPRIGHT SPRINKLER DATE DESCRIPTION INITIAL

1" RETURN BEND

FINISHED ESCUTCHEON PLATE

FLUSH AGAINST WALL AND OF NOTE

SIZE TO COMPLETELY COVER 1" DROP

OPENING (TYP. FOR EACH SIDE)
CROSS MAIN APPLICANT:
KEMBA WALCOTT
FINISHED WALL SURFACE PROFFESSIONAL SEAL:
1"x1/2" NPT
HORIZONTAL VERTICAL
FEMALE
DISTANCE - (H) DISTANCE - (H)
CONCEALED PIPING PIPING EXPOSED TO VIEW REDUCER
LESS THAN 1'-0" 0"
1' - 0" TO 1' - 6" 0"
SLEEVES AND ESCUTCHEONS: 1' - 6" TO 2' - 0" 1" HUNG CEILING
CONCEALED
1. SLEEVES FOR PIPING THROUGH MASONRY WALLS SHALL BE SCHEDULE 40, STANDARD GALVANIZED SPRINKLER
2' - 0" TO 2' - 6" 1"
STEEL PIPE; IN FRAMED PARTITIONS SHALL BE 20 GAUGE SHEET METAL. THE SPACE BETWEEN THE PIPE
AND ITS SLEEVES SHALL NOT EXCEED ONE-HALF INCH. THE SLEEVE SHALL HAVE A SUFFICIENT LENGTH 2' - 6" TO 3' - 0" 1" CONCEALED SPRINKLER
TO BE FLUSH WITH THE FINISHED WALL SURFACE. 3' - 0" TO 3' - 6" 3"
2. EXPOSED PIPING PASSING THROUGH WALLS, FLOORS OR CEILING SHALL BE FITTED WITH
3' - 6" TO 4' - 0" 3" DEPARTMENT OF BUILDING'S SEAL:
CHROMIUM-PLATED CAST BRASS ESCUTCHEONS WITH FASTENING SET SCREWS.
4' - 0" TO 4' - 6" 5"
4' - 6" TO 5' - 0" 7"

4" TO 12"
CUTTING AND PATCHING: 5' - 0" TO 5' - 6" 7"
1. PIPING PASSING THROUGH WALLS SHALL HAVE A TRIM OPENING CUT NO GREATER THAN NECESSARY
5' - 6" TO 5' - 0" 7"

RECOMMENDED
FOR THE INSTALLATION OF A SLEEVE SECURED THEREIN.

WALL HOLE
2. PIPING PASSING THROUGH CONCRETE FLOORS SHALL HAVE AN OPENING CORE DRILLED SO THAT THE 6' - 0" TO 6' - 6" 9"

2 5/8" DIA

1 15/16"
DIA
SPACE BETWEEN THE OPENING AND THE PIPE SHALL NOT EXCEED ONE-HALF INCH.
3. ANNULAR SPACES BETWEEN PIPING AND SLEEVES OR CORE DRILLED FLOOR OPENING SHALL BE
6' - 6" TO 7' - 0" 11"
Muhammad Atif
PACKED WITH MINERAL WOOL AND SEALED , TO RETAIN THE FIRE INTEGRITY OF THE WALLS AND
7'-0" AND GREATER 14" APPROVED
FLOORS, WITH A NON-HARDENING COMPOUND SIMILAR OR EQUAL TO DUXSEAL AS MANUFACTURED BY Date: 02/18/2025
THE J.M. CLIPPER CORP. * NFPA13, 2022-TABLE 8. 10.6.1.2

HORIZONTAL SIDEWALL SPRINKLER

M:\PWR\01_PROJECTS\24.046_1761 TOPPING AVENUE\SP\STUDIO

X01129679-I1
TYPICAL DETAIL OF PIPE INSTALLATION THROUGH TYPICAL UPRIGHT SPRINKLER SPRINKLER INSTALLATION DETAILS
DATE: DRAWNBY:

13 02.05.2025 U.E

RATED WALL 14 15 NOT TO SCALE

PROJECT NO.:
24.046
CHECKEDBY:
K.W
NOT TO SCALE PROJECT FILE: SP_1761 TOPPING AVENUE_01023025.DWG
NOT TO SCALE
SHEETNO.: PAGE:

SP-006.00 06 07
 SPRINKLER SPECIFICATION
1. GENERAL: B. INDICATE ON EACH SHOP DRAWING SUBMITTED: 6. PIPE: L. INSTALLATION OF SLEEVES AND ESCUTCHEONS:
I. THE CONTRACTOR SHALL PROVIDE SIGNED CERTIFICATIONS OF
A. THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION," AIA 1. PROJECT NAME AND LOCATION A. WET PIPE SPRINKLER HYDROSTATIC TEST RESULTS TO THE ARCHITECT/ENGINEER INDICATING
1. PIPING PASSING THROUGH WALLS SHALL HAVE A TRIM OPENING CUT NO
DOCUMENT A201, LATEST EDITION AND OR AIA DOCUMENT A105 AND THESE 2. NAME OF ARCHITECT AND ENGINEER SECTIONS OF PIPES TESTED AND OTHER IDENTIFYING DATA.
1. STANDARD WEIGHT SCHEDULE 40 BLACK STEEL, SEAMLESS OR WELDED MILD GREATER THAN NECESSARY FOR THE INSTALLATION OF A SLEEVE SECURED
SPECIFICATIONS AS APPLICABLE ARE PART OF THIS CONTRACT. 3. ITEM IDENTIFICATION THEREIN. SLEEVE SHALL BE 1/2" IN DIAMETER LARGER THAN THE OUTSIDE
STEEL, ASTM A-120, A-135, OR A 53. J. SYSTEM MAY BE TESTED IN SECTIONS, WHEN DIRECTED BY THE
4. APPROVAL STAMP OF PRIME CONTRACTOR DIAMETER OF THE PIPE PASSING THROUGH AND OF SUFFICIENT LENGTH TO
B. IN CASE OF CONFLICT BETWEEN THESE GENERAL PROVISIONS AND THE ARCHITECT/ENGINEER, TO PERMIT CONSTRUCTION TO PROCEED.
2. PIPING SHALL HAVE THREADED ENDS FOR PIPE SIZES BELOW 2". PIPING 2 1/2" BE FLUSH WITH THE FINISHED WALL SURFACE.
SPECIAL AND GENERAL CONDITIONS THE MORE RESTRICTIVE REQUIREMENTS C. SUBMISSIONS:
OR GREATER SHALL HAVE GROOVED ENDS. K. TEST ALL COMPONENTS IN THE SYSTEM AND DEMONSTRATE THAT THE
GOVERN AS DETERMINED BY THE ARCHITECT. 2. SLEEVES IN MASONRY WALLS SHALL BE SCHEDULE 40, STANDARD STEEL Office: (718) 221 4277
1. SUBMISSIONS MAY BE SUBMITTED ELECTRONICALLY IN LIEU OF HARD COPIES EQUIPMENT COMPLIES WITH THE REQUIREMENTS AND FUNCTION FOR Fax: (646) 895-6731
3. GALVANIZED SCHEDULE 40 STEEL PIPE WITH GALVANIZED THREADED PIPE AND IN FRAMED PARTITIONS 20 GAGE SHEET GALVANIZED METAL.
C. THE DRAWINGS ARE SCHEMATIC AND DIAGRAMMATIC AND ARE INTENDED TO PROVIDED SUBMITTALS ARE SENT THROUGH THE GENERAL CONTRACTOR WHICH IT IS INTENDED. 325 Gold St. Suite 604 Brooklyn NY
MALLEABLE IRON FITTINGS.
BE A GRAPHIC REPRESENTATION OF THE CONTRACT REQUIREMENTS. DUE TO AND OR ARCHITECT. 3. ANNULAR SPACES BETWEEN PIPING AND SLEEVES SHALLBE PACKED WITH 12. ACCEPTABLE MANUFACTURERS FOR FIRE PROTECTION WORK 11201
RESTRICTIONS OF SCALE, COMPLETE DETAILS CAN NOT BE SHOWN. IT IS "THERMAFIBER" AND SEALED TO RETAIN THE FIRE INTEGRITY OF THE WALLS www.pwrae.com
4. NO PLAIN END "ROUST-A-BOUT" PIPING PERMITTED.
HOWEVER ASSUMED TO REPRESENT A COMPLETE INSTALLATION, COORDINATION 2. HARD COPY SUBMISSIONS 11 IN. X 17 IN. OR SMALLER: WITH A NON-HARDENING COMPOUND SIMILAR TO UNISEAL OR DUXSEAL AS
WITH OTHER TRADES, AND COORDINATION WITH FIELD CONDITIONS. IF THE SUBMISSION IS A CATALOG CUT, THEN THE CONTRACTOR SHALL A. THE FIRST MANUFACTURER LISTED FOR EACH PRODUCT IS THE
7. DRY PIPE SYSTEM PIPING MANUFACTURED BY JOHNS-MANVILLE CO. "THERMAFIBER" SHALL BE CONSULTANTS:
SUBMIT ONE ORIGINAL AND TWO COPIES. OTHERWISE, HE SHALL SUMIT PROJECT DESIGN BASIS. THE MANUFACTURER'S LISTED AFTER ARE
THERMAFIBER SAFING INSULATION AS MANUFACTURED BY UNITED STATES ACCEPTABLE AND "EQUAL TO" PRODUCTS SPECIFIED FOR THIS
D. RISER DIAGRAMS AND SCHEMATIC DIAGRAMS GENERALLY INDICATE EQUIPMENT THREE COPIES. THE ARCHITECT WILL FORWARD THE ORIGINAL AND ONE GYPSUM CO.
1. GALVANIZED SCHEDULE 40 STEEL PIPE WITH GALVANIZED THREADED PROJECT PROVIDED THAT THEY MEET THE REQUIREMENTS OF THE
CONNECTIONS TO BE USED FOR VARIOUS SYSTEMS. PROVIDE ALL WORK SHOWN COPY (TWO COPIES WHEN NO ORIGINAL IS RECEIVED) TO THE ENGINEER.
MALLEABLE IRON FITTINGS. SPECIFICATIONS, RATINGS, SPACE ALLOCATIONS OR SHOWN ON
WETHER OR NOT IT IS DUPLICATED ON THE PLANS. ALL CATALOG CUTS SHALL BE COMPLETE. 4. EXPOSED PIPING PASSING THROUGH WALLS OR CEILINGS SHALL BE FITTED DRAWINGS. NO FOREIGN MADE PRODUCTS WILL BE ACCEPTED FOR
2. STANDARD WEIGHT RED BRASS PIPE WITH STANDARD WEIGHT CAST BRONZE WITH CHROMIUM PLATED CAST BRASS ESCUTCHEONS WITH FASTENING SET INSTALLATION.
E. SPECIFICATIONS INCLUDE INCOMPLETE SENTENCES. WORDS OR PHRASES SUCH 3. SUBMISSIONS LARGER THAN 11 IN. X 17 IN.: SCREWS.
THREADED FITTINGS. STANDARD WEIGHT, GALVANIZED-STEEL PIPE: ASTM A COPYRIGHT NOTICE:
AS "THE CONTRACTOR SHALL", "SHALL BE", "FURNISH", "PROVIDE", "A", "AN", "THE", SUBMIT 4 PRINTS TO THE ARCHITECT. THE ARCHITECT WILL FORWARD ONE
53/A 53M. B. HANGERS & SUPPORTS: J. FIRE-DEPARTMENT CONNECTIONS: Thsi drawni gsi thepropertyofPWREngn i eern
i gDesgi nDPCandsi notobe
AND "ALL" HAVE BEEN OMITTED FOR BREVITY. PRINT AND THE PAPER SEPIA TO THE ENGINEER. SEPIA TO THE ENGINEER. M. HANGERS AND SUPPORTS: usedforanypurposeotherthanthespecfci proe j ctandstienamedheren
i ,and
3. PIPE ENDS MAY BE FACTORY OR FIELD FORMED TO MATCH JOINING METHOD. 1. ANVIL INTERNATIONAL cannotbereproducedn i anymannerwtihoutheexpresswrtienpermsiso i nfrom
F. EXCEPT WHERE MODIFIED BY SPECIFIC NOTATION TO THE CONTRARY, THE D. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY LABOR, 1. POTTER ROEMER theArchtiect/Engn i eer.
4. GALVANIZED, STEEL COUPLINGS: ASTM A 865, THREADED. MATERIALS, EQUIPMENT, AND SERVICES TO COMPLETELY EXECUTE THE 2. B-LINE COPPER INDUSTRIES 2. ELKHART BRASS MFG. COMPANY, INC.
INDICATION AND/OR DESCRIPTION OF ANY ITEM, IN THE DRAWINGS OR 3. GRINNELL COMPANY, CO.
SPECIFICATIONS OR BOTH, CARRIES WITH IT THE INSTRUCTION TO FURNISH 1. PIPE AND FITTINGS PIPE HANGER AND SUPPORTS AS DESCRIBED HERE. 3. FIRE-END AND CROKER CORPORATION
5. GALVANIZED, GRAY-IRON THREADED FITTINGS: ASME B16.4,
AND INSTALL THE ITEM TO COMPLETE WITH ALL APPURTENANCES OR 2. VALVES
2. REFERENCES: C. ESCUTCHEONS: PROJECT NAME:
ACCESSORIES NECESSARY TO COMPLETE ANY REQUIRED SYSTEM, REGARDLESS 3. PIPING LAYOUTS 6. CLASS 125, STANDARD PATTERN.
K. ALARM VALVES & DEVICES: NOTES AND DETAILS
OF WHETHER OR NOT THIS INSTRUCTION IS EXPLICITLY STATED AS PART OF THE 4. SUPPORTS, HANGERS AND GUIDES 1. BRASS CRAFT
7. MALLEABLE- OR DUCTILE-IRON UNIONS: UL 860. a. ASTM B633 - SPECIFICATION FOR ELECTRO DEPOSITED COATING OF
INDICATION OR DESCRIPTION. 5. INSULATION 2. MCQUIRE MFG. BRONX, NY 10457
ZINC ON IRON AND STEEL. 1. RELIABLE AUTOMATIC SPRINKLER
6. SPRINKLER HEADS & APPURTENANCES 8. CAST-IRON FLANGES: ASME B16.1, CLASS 125. 3. OATEY 2. VICTAULIC COMPANY
G. SPECIFICATIONS AND DRAWINGS ARE COMPLIMENTARY AND ARE TO BE TAKEN 7. SPRINKLER HYDRAULIC CALCULATIONS
b. ASTM A123 - SPECIFICATION FOR ZINC (HOT-GALVANIZED) COATING ON 3. VIKING CORPORATION
TOGETHER FOR A COMPLETE INTERPRETATION OF THE WORK. 8. FITTINGS: D. INSULATION:
4. AS-BUILT DRAWINGS AND EQUIPMENT OPERATIONAL INSTRUCTIONS: PRODUCTS FABRICATED FROM ROLLED, PRESSED, AND FORGED STEEL CLIENT:
SHAPES, PLATES, BARS, AND STRIP. L. INSPECTOR'S TEST FITTINGS:
H. DRAWINGS OF NECESSITY UTILIZE SYMBOLS AND SCHEMATIC DIAGRAMS TO A. WET PIPE SPRINKLER 1. OWENS CORNING
A. UPON COMPLETION AND ACCEPTANCE OF WORK, CONTRACTOR SHALL FURNISH FATION JUKA
INDICATE VARIOUS ITEMS OF WORK. NEITHER OF THESE HAVE ANY DIMENSIONAL 1. CAST-IRON THREADED, STANDARD WEIGHT, ANSI B-16.4. 2. CERTAINTEED 1. AFG MANUFACTURING INC.
WRITTEN INSTRUCTIONS AND EQUIPMENT MANUALS AND DEMONSTRATE TO THE c. ASTM A653 - SPECIFICATION FOR STEEL SHEET, ZINC-COATED BY THE
SIGNIFICANCE NOT DO THEY DELINEATE EVERY ITEM REQUIRED FOR THE 3. GRINNELL 2. VICTAULIC COMPANY
PROPER OPERATION AND MAINTENANCE OF ALL EQUIPMENT AND APPARATUS HOT-DIP PROCESS.
INTENDED INSTALLATION. 2. CAST IRON FLANGED FITTINGS AND FLANGES: STANDARD WEIGHT, 3. VIKING CORPORATION
FURNISHED UNDER THIS CONTRACT.
ANSI B-16.3. E. SPRINKLER HEADS:
d. ASTM A1011 - SPECIFICATION FOR STEEL, SHEET AND STRIP,
INSTALL THE WORK IN ACCORDANCE WITH THE DIAGRAMMATIC INTENT M. PIPE SLEEVES & SEALS:
B. THESE INSTRUCTIONS SHALL BE TYPED ON 8-1/2 IN. X 11 IN. PAPER AND BOUND IN HOT-ROLLED, CARBON, STRUCTURAL, HIGH-STRENGTH LOW-ALLOY AND JOB DESCRIPTION:
EXPRESSED ON THE ELECTRICAL AND MECHANICAL DRAWINGS, AND IN 3. GROOVED END MALLEABLE IRON FITTINGS AND COUPLINGS WITH 1. RELIABLE
THREE RING BINDERS WITH CLEAR ACETATE COVERS. CONTRACTOR SHALL GIVE HIGH-STRENGTH LOW-ALLOY WITH IMPROVED FORMABILITY 1. ADVANCE PRODUCTS & SYSTEM
CONFORMITY WITH THE DIMENSIONS INDICATED ON FINAL ARCHITECTURAL AND APPROPRIATED PRESSURE RATING, SIMILAR TO VICTAULIC. 2. VIKING PROPOSED SPRINKLER FILING FOR A NEW
THREE COPIES OF THE INSTRUCTIONS TO THE OWNER AND ONE COPY TO THE (FORMERLY ASTM A570) 2. COOPER INDUSTRIES
STRUCTURAL WORKING DRAWINGS AND ON EQUIPMENT SHOP DRAWINGS. 3. TYCO RESIDENTIAL 4 STORY WITH A PENTHOUSE
ENGINEER. 3. FLEXICRAFT
4. REDUCERS & INCREASERS OF TAPERED TYPE. NO BUSHINGS PERMITTED. BUILDING IN CONJUNCTION WITH GC#
e. MSS SP58 - MANUFACTURERS STANDARDIZATION SOCIETY:
I. CERTAIN DETAILS APPEAR ON THE DRAWINGS WHICH ARE SPECIFIC WITH F. VALVES: 220707867.
C. THE INSTRUCTION BOOKLET SHALL BEAR THE NAME, ADDRESS AND TELEPHONE PIPE HANGERS AND SUPPORTS-MATERIALS, DESIGN AND MANUFACTURE. N. BACKFLOW PREVENTERS:
REGARD TO DIMENSIONING AND POSITIONING OF WORK. THESE DETAILS ARE 5. CONNECTIONS TO EXISTING PIPING MAY BE MALLEABLE IRON OR DUCTILE
NUMBER OF THE PROJECT, ARCHITECT AND ENGINEER.
INTENDED ONLY FOR THE PURPOSE OF ESTABLISHING GENERAL FEASIBILITY. IRON MECHANICAL T-OUTLETS, SIMILAR TO VICTAULIC STYLE 920. 1. ANVIL INTERNATIONAL, INC.
THEY DO NOT OBVIATE FIELD COORDINATION FOR INDICATED WORK. f. MSS SP69 - MANUFACTURERS STANDARDIZATION SOCIETY: 1. WATTS REGULATOR COMPANY
D. REPRODUCIBLE "AS-BUILT" DRAWINGS SHALL BE PROVIDED INDICATING THE AS 6. NO PLAIN END "ROUST-A-BOUT" FITTINGS PERMITTED. PIPE HANGERS AND SUPPORTS-SELECTION AND APPLICATION. 2. MILWAUKEE VALVE COMPANY
2. FEBCO
J. DERIVE INFORMATION AS TO THE GENERAL CONSTRUCTION FROM STRUCTURAL INSTALLED CONDITIONS OF THE WORK. "AS-BUILT" DRAWINGS SHALL BE 3. NIBCO INC.
3. AMES FIRE AND WATERWORKS
AND ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. PROVIDED TO THE ARCHITECT AFTER COMPLETION OF THE INSTALLATION. 9. VALVES: g. NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS.
G. TRIM AND DRAIN VALVES:
0. DRY PIPE VALVES & ACCESSORIES:
K. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. 5. GENERAL PROVISIONS FOR FIRE PROTECTION WORK: A. TWO-PIECE, FORGED BRASS OR BRONZE BALL VALVES WITH INDICATORS. 3. HANGERS FOR PIPE SIZES ½ TO 1-1/2 INCH (38 MM): CARBON STEEL,
WHERE NECESSARY, EQUIPMENT SHALL BE SHIPPED FROM MANUFACTURER IN ADJUSTABLE SWIVEL RING, UL LISTED, GRINNELL FIG. 69 OR EQUAL. USE 1. ANVIL INTERNATIONAL, INC. 1. RELIABLE AUTOMATIC SPRINKLER
SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH AVAILABLE RESTRICTIVE A. SPECIFICATIONS ARE OF SIMPLIFIED FORM AND INCLUDE INCOMPLETE 1. BALL: CHROME-PLATED BRASS. PLASTIC COATED HANGERS AT ALL UNINSULATED COPPER PIPING. 2. POTTER-ROEMER 2. TYCO-FIRE
SPACES. ASCERTAIN FROM BUILDING OWNER AT WHAT TIMES OF DAY EQUIPMENT SENTENCES. WORDS OR PHRASES SUCH AS "THE CONTRACTOR SHALL," 2. ACTUATOR: WORM GEAR OR TRAVELING NUT. 3. VICTAULIC COMPANY 3. VIKING CORPORATION
MAY BE MOVED THROUGH ALL AREAS. "SHALL BE," "FURNISH," "PROVIDE," "THE," AND "ALL" HAVE BEEN OMITTED FOR 3. SUPERVISORY SWITCH: INTERNAL OR EXTERNAL. 4. PROVIDE WALL BRACKETS FOR WALL SUPPORTED PIPING AND PROVIDE
BREVITY. PIPE SADDLES FOR FLOOR MOUNTED PIPING. SITE INFORMATION:
4. END CONNECTIONS FOR VALVES: 1" THROUGH 2": THREADED ENDS. H. PIPING AND FITTINGS (STEEL):
5. END CONNECTIONS FOR VALVES 2-1/2" OR LARGER: GROOVED ENDS. BIN#
L. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION,
5. SUSPEND PIPING FROM INSERTS, USING BEAM CLAMPS WITH RETAIN CLAMP
MAINTENANCE AND REPAIR. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE B. DEFINITIONS: 1. VICTAULIC COMPANY BLOCK: 2523
B. BRONZE BUTTERFLY VALVES WITH INDICATORS. OR LOCKNUT, STEEL FISHPLATES, CANTILEVER BRACKETS OR OTHER 2. ANVIL INTERNATIONAL
TO ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE EXTRA COST SHALL NOT BE LOT: 148
1. "PROVIDE": TO SUPPLY, INSTALL AND CONNECT UP COMPLETE AND READY ACCEPTED MEANS. BEAM CLAMPS SHALL BE SIMILAR TO GRINNEL 3. WHEATLAND TUBE
MADE WITHOUT APPROVAL.
FOR SAFE AND REGULAR OPERATION THE PARTICULAR WORK REFERRED TO 1. DISC: BRONZE WITH EPDM COATING. FIGURES 61, 87, 131, OR 225. COMMUNITY BOARD:
M. SEAL OPENINGS THROUGH PARTITIONS, WALLS AND FLOORS WITH NON- UNLESS SPECIFICALLY OTHERWISE NOTED. 2. ACTUATOR: WORM GEAR OR TRAVELING NUT. I.
PIPING AND FITTINGS (DUCTILE IRON): LOT WIDTH: 25 FT
3. SUPERVISORY SWITCH: INTERNAL OR EXTERNAL. 6. SUSPEND PIPING BY RODS WITH DOUBLE NUTS.
SHRINKING FIRE PROOF CAULKING OR OTHER NONCOMBUSTIBLE MATERIAL. LOT DEPTH: 95 FT
2. "INSTALL": TO ERECT, MOUNT AND CONNECT COMPLETE WITH RELATED 4. END CONNECTIONS FOR VALVES: 1" THROUGH 2": THREADED ENDS. 1. U.S. PIPE
L. PROVIDE ALL NECESSARY FLASHING AND COUNTER-FLASHING TO MAINTAIN THE ACCESSORIES. 5. END CONNECTIONS FOR VALVES 2-1/2" OR LARGER: GROOVED ENDS. 7. PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND ACCEPTED WHERE 2. CLOW PIPE CO. LOT AREA: 2,375 SQ. FT
WATERPROOFING INTEGRITY OF THIS BUILDING AS REQUIRED THE INSTALLATION OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING HANGER RODS 3. AMERICAN-USA PIPE ZONE: R7-1
OF PIPING AND EQUIPMENT. PROVIDE EQUIPMENT CURBS AS REQUIRED. 3. "FURNISH" OR "SUPPLY": TO PURCHASE, PROCURE, ACQUIRE AND DELIVER C. IRON BUTTERFLY VALVES WITH INDICATORS. IN REQUIRED LOCATIONS.
ZONING MAP: 3D
COMPLETE WITH RELATED ACCESSORIES.
1. DISC: DUCTILE IRON, NICKEL PLATED AND EPDM OR SBR COATED. 8. PROVIDE 180 DEGREE ARC GALVANIZED METAL COVERING SHIELDS ON
M. ALL PRESENT MATERIAL, EQUIPMENT AND CONSTRUCTION DEBRIS TO BE SHEET TITLE:
4. "WORK": LABOR, MATERIALS, EQUIPMENT, APPARATUS, CONTROLS, 2. ACTUATOR: WORM GEAR OR TRAVELING NUT. HANGERS FOR INSULATED PIPING WITHOUT INCOMPRESSIBLE INSULATING
REMOVED UNDER THIS CONTRACT SHALL BECOME THE PROPERTY OF THE
CONTRACTOR WITH THE EXCEPTION OF SPECIFIC EQUIPMENT AND APPARATUS
ACCESSORIES AND OTHER ITEMS REQUIRED FOR PROPER AND COMPLETE
INSTALLATION.
3. SUPERVISORY SWITCH: INTERNAL OR EXTERNAL.
4. END CONNECTIONS FOR VALVES: LUG OR WAFER GROOVED.
BLOCK ON INSULATION AT HANGERS.
DESIGN CRITERIA: SPRINKLER DETAILS - 03
REQUESTED BY THE BUILDING REPRESENTATIVE, ARCHITECT OR AS NOTED TO
BE RELOCATED ON THE DRAWINGS. REMOVED EQUIPMENT SHALL BE PROPERLY 5. "WIRING": RACEWAY, FITTINGS, WIRE, BOXES AND RELATED ITEMS.
9. PIPE SIZE MAXIMUM HANGER SPACING HANGER DIAMETER 1/2 TO ENTIRE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY
D. CAST IRON, DUCTILE IRON AND BRONZE CHECK VALVES:. 1-1/4 INCH - 6 FEET 6 INCHES 3/8 INCH.
DISPOSED OF BY THIS CONTRACTOR.
1-1/2 TO 2 INCH - 10 FEET 3/8 INCH2-1/2 TO 3 INCH 10 FEET 1/2 INCH. CALCULATED TO MEET FOLLOWING CRITERIA:
6. "CONCEALED": EMBEDDED IN MASONRY OR OTHER CONSTRUCTION,
N. THE CONTRACTOR'S PROPOSAL FOR ALL WORK SHALL BE PREDICATED ON THE 1. TYPE: SINGLE SWING CHECK. 4 TO 6 INCH 10 FEET 5/8 INCH. ISSUE / REVISION RECORD:
INSTALLED IN FURRED SPACES, WITHIN DOUBLE PARTITIONS OR HUNG
2. CLAPPER: BRONZE, DUCTILE IRON OR STAINLESS STEEL WITH ELASTOMETRIC 8 TO 12 INCH - 14 FEET 7/8 INCH 14 INCH AND OVER 20 FEET 1 INCH. 1. LIGHT HAZARD OCCUPANCY: APARTMENTS, CORRIDORS. DENSITY - 0.1 GPM PER SQ.FT. OVER MOST
PERFORMANCE OF THE WORK DURING REGULAR WORKING HOURS. WHEN SO CEILINGS, IN TRENCHES, IN CRAWL SPACES, OR IN ENCLOSURES. DATE DESCRIPTION INITIAL
DIRECTED, HOWEVER THE CONTRACTOR SHALL INSTALL WORK IN OVERTIME AND SEAL. HYDRAULICALLY REMOTE 1500 SQ. FT., MAXIMUM COVERAGE PER SPRINKLER HEAD 225 SQ. FT.
THE ADDITIONAL COST TO BE CHARGED THEREFORE SHALL BE ONLY THE 3. CLAPPER SEAT: BRASS, BRONZE OR STAINLESS STEEL. H. EXPANSION ANCHORS:
7. "EXPOSED": NOT INSTALLED UNDERGROUND OR "CONCEALED" AS DEFINED 2. EQUIVALENT FITTING LENGTHS USED IN HYDRAULIC CALCULATIONS SHALL BE IN ACCORDANCE WITH
"PREMIUM" PORTION OF THE WAGES PAID. ABOVE. 4. END CONNECTIONS FOR VALVES: FLANGED, GROOVED OR THREADED.
1. PROVIDE SMOOTH WALL, NON-SELF-DRILLING INTERNAL PLUG EXPANSION NFPA-13R.
O. INSURANCE: IN ACCORDANCE WITH BUILDING REQUIREMENTS AND SHALL E. BRONZE OS&Y GATE VALVES: TYPE ANCHORS CONSTRUCTED OF AISC 12L14 STEEL ANS ZINC PLATED IN
8. "SIMILAR TO" OR "EQUAL TO": EQUAL IN MATERIALS, WEIGHT, SIZE, DESIGN
ACCORDANCE WITH FED. SPEC. QQ-A-325 TYPE 1, CLASS 3.
3. WHEREVER GROOVED FITTINGS ARE USED, EQUIVALENT FITTING LENGTHS INDICATED IN NFPA-13R SHALL BE
INCLUDE A HOLD HARMLESS CLAUSE FOR OWNER AND ENGINEER. AND EFFICIENCY OF SPECIFIED PRODUCT.
1. WEDGE: ONE-PIECE BRONZE OR BRASS. INCREASED BY 30%
P. THE FINAL ACCEPTANCE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED, C. QUALITY ASSURANCE 2. SUPERVISORY SWITCH: EXTERNAL. 2. DO NOT EXCEED 1/4 OF AVERAGE VALVES FOR A SPECIFIC ANCHOR SIZE 4. DISCHARGE FROM EACH SPRINKLER HEAD SHALL NOT BE LESS THAN REQUIRED FOR AREA COVERED BY THIS
3. END CONNECTIONS FOR VALVES: THREADED. USING 2000 PSIG (13,800 KPA) CONCRETE ONLY FOR MAXIMUM WORKING
TESTED THE VARIOUS SYSTEMS, DEMONSTRATED THAT IT FULFILLS THE
LOADS.
HEAD. AREA COVERAGE PER HEAD SHALL BE DETERMINED IN ACCORDANCE WITH NFPA-13R, PARAGRAPH NOTE
REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND HAS FURNISHED 1. QUALITY AND GAUGE OF MATERIALS: NEW, BEST OF THEIR RESPECTIVE 7-4.3.1.2.
ALL THE REQUIRED CERTIFICATES OF INSPECTION AND APPROVAL. KINDS, FREE FROM DEFECTS AND LISTED BY UNDERWRITERS LABORATORIES, F. CAST OR DUCTILE IRON OS&Y GATE VALVES:
INC., OR BEARING THEIR LABEL. MATERIALS AND EQUIPMENT OF SIMILAR
3. PROVIDE SPACING AND INSTALL ANCHORS IN ACCORDANCE WITH THE 5. MINIMUM PRESSURE AT SPRINKLER HEAD 7 PSI.
1. WEDGE: CAST OR DUCTILE IRON, OR BRONZE WITH ELASTOMETRIC COATING. MANUFACTURER'S RECOMMENDATIONS. APPLICANT:
2. SCOPE OF WORK: APPLICATION SHALL BE OF SAME MANUFACTURER, EXCEPT AS NOTED. 6. OPERATING PRESSURE AT SPRINKLER HEAD MUST SATISFY GPM FLOW REQUIREMENTS FOR SPRINKLER
KEMBA WALCOTT
2. WEDGE SEAT: BRONZE CAST OR DUCTILE IRON WITH ELASTOMETRIC 4. EXPANSION ANCHORS SHALL BE U.L. LISTED AND SIMILAR TO HILTI HDI. DISCHARGE PER ZONE OCCUPANCY SPRINKLER DENSITIES. PROFFESSIONAL SEAL:
A. SCOPE OF WORK SHALL CONSIST OF PROVIDING LABOR, MATERIALS, EQUIPMENT, 2. GUARANTEE: ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED
SERVICES AND FEES NECESSARY FOR COMPLETE AND SAFE INSTALLATION IN FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OF WORK. COATING.. 7. HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO CONNECTION TO WATER SUPPLY MAIN AT BUILDING
CONFORMITY WITH THE NEW YORK CITY PLUMBING CODE AND ALL OTHER 3. END CONNECTIONS FOR VALVES: FLANGED, GROOVED OR THREADED. 5. TESTS: SERVICE.
APPLICABLE INDUSTRY, NATIONAL AND LOCAL CODES AND AUTHORITIES HAVING D. PRODUCT DELIVERY, STORAGE AND HANDLING 8. CONTRACTOR SHALL BASE ALL HYDRAULIC CALCULATIONS ON AVAILABLE PRESSURE AT CONNECTION TO
JURISDICTION, AS INDICATED ON DRAWINGS AND HEREIN SPECIFIED. F. CAST OR DUCTILE IRON NRS GATE VALVES: A. PERFORM TESTS AS HEREIN SPECIFIED ON THE VARIOUS PIPING
1. MOVING OF EQUIPMENT: WHERE NECESSARY, SHIP IN CARTED SECTIONS OF SYSTEMS AND CORRECT ALL DEFECTS PRIOR TO INSTALLING THE WATER SUPPLY MAIN AT BUILDING SERVICE.
B. THE CONTRACT DRAWINGS, PLANS, DETAILS, SPECIFICATIONS AND SPECIFICATION SIZE TO PERMIT PASSING THROUGH AVAILABLE SPACES. 1. WEDGE: CAST OR DUCTILE IRON, OR BRONZE WITH ELASTOMETRIC SPRINKLER HEADS. 9. RESULT OF HYDRAULIC CALCULATIONS SHALL INDICATE MINIMUM 10 PSI PRESSURE SAFETY MARGIN, I.E.
ADDENDA ARE MADE PART OF THIS CONTRACT AND SHALL APPLY TO ALL WORK COATING.
2. ACCESSIBILITY: FOR OPERATION, MAINTENANCE AND REPAIR. MINOR B. NOTIFY THE ARCHITECT/ENGINEER AND THE REPRESENTATIVE OF THE
EXCESS OF PRESSURE AVAILABLE OVER PRESSURE REQUIRED
UNDER THE CONTRACT UNLESS OTHERWISE AMENDED, MODIFIED,
SUPPLEMENTED OR SPECIFIED HEREIN. DEVIATIONS SHALL BE PERMITTED. CHANGES OF MAGNITUDE OR INVOLVING 2. WEDGE SEAT: BRONZE CAST OR DUCTILE IRON WITH ELASTOMETRIC AGENCY HAVING JURISDICTION AT LEAST 48 HOURS IN ADVANCE TO 10. SPRINKLERS SHALL BE PROVIDED FOR ALL CLOSETS GREATER THAN 12 SQ.FT.
EXTRA COST ARE NOT PERMISSIBLE WITHOUT REVIEW. GROUP CONCEALED COATING.. MAKING THE REQUIRED TESTS, SO THAT ARRANGEMENTS CAN BE MADE
ELECTRICAL EQUIPMENT REQUIRING ACCESS WITH EQUIPMENT FREELY FOR THEIR PRESENCE TO WITNESS THE TESTS.
ACCESSIBLE THROUGH ACCESS DOORS. 3. SUPERVISORY SWITCH: EXTERNAL.
C. THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR
REPAIR PROMPTLY AND ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED E. PAINT SHALL BE THE BEST GRADE FOR ITS PURPOSE. DELIVER IN ORIGINAL C. FURNISH AND INSTALL ALL DEVICES, MATERIALS, SUPPLIES, LABOR AND
4. END CONNECTIONS FOR VALVES: FLANGED, GROOVED OR THREADED.
FOR ANY WORKMANSHIP AND EQUIPMENT IN WHICH DEFECTS DEVELOP WITHIN POWER REQUIRED IN CONNECTION WITH TESTS. MAKE ALL TESTS IN THE
SEALED CONTAINERS AND APPLY IN ACCORDANCE WITH MANUFACTURER'S
ONE YEAR FROM THE DATE OF FINAL CERTIFICATE FOR PAYMENT AND/OR FROM G. TRIM AND DRAIN VALVES: PRESENCE AND TO THE SATISFACTION OF THE ARCHITECT/ENGINEER
INSTRUCTIONS. COLORS SHALL BE AS SELECTED. UTILIZE GALVANIZED IRON
DATE OR ACTUAL USE OF EQUIPMENT FOR OCCUPANCY OF SPACES BY OWNER AND REPRESENTATIVES OF AGENCIES WHICH HAVE JURISDICTION.
PRIMER ON PANEL AND PULL BOXES, AFTER FABRICATION. UTILIZE HOT DIPPED
INCLUDED UNDER VARIOUS PARTS OF THE WORK, WHICHEVER DATE IS EARLIER. GALVANIZED OR DIPPED IN ZINC CHROMATE FOR: OUTLET BOXES, JUNCTION 1. MINIMUM WORKING PRESSURE: 175-250 PSIG (SPRINKLER); DEPARTMENT OF BUILDING'S SEAL:
THIS WORK SHALL BE DONE AS DIRECTED BY THE OWNER. THIS GUARANTEE D. SHOULD THE TESTS REVEAL ANY LEAKS OR ANY OTHER DEFECTS, MAKE
BOXES, CONDUIT HANGERS, RODS, INSERTS AND SUPPORTS. RED LEAD OR ZINC 350-500 PSIG (FIRE STANDPIPE)
SHALL ALSO PROVIDE THAT WHERE DEFECTS OCCUR, THE CONTRACTOR WILL NECESSARY CORRECTIONS IMMEDIATELY AND RETEST THE SYSTEM
CHROMATE WITH FINISH TO MATCH SURROUNDINGS SHALL BE USED FOR UNTIL SATISFACTORY TO THE ARCHITECT/ENGINEER.
ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED IN REPAIRING AND MARRED SURFACES OF STEEL EQUIPMENT AND RACEWAYS. A FIELD-APPLIED 2. FORGED BRASS OR BRONZE, TWO-PIECE BALL VALVES:
REPLACING WORK OF OTHER TRADES AFFECTED BY DEFECTS, REPAIRS OR ZINC CHROMATE PRIME COAT SHALL BE UTILIZED FOR STEEL AND IRON WORK. a. ACTUATOR: HANDLEVER. E. REPAIR OR REPLACE DEFECTIVE WORK WITH NEW WORK WITHOUT
REPLACEMENTS IN EQUIPMENT SUPPLIED BY THE CONTRACTOR. b. END CONNECTIONS FOR VALVES: 1" THROUGH 2-1/2" THREADED ENDS. ADDITIONAL COST TO THE OWNER. REPEAT TESTS AS DIRECTED, UNTIL
F. BRUSH AND CLEAN WORK PRIOR TO CONCEALING, PAINTING AND ACCEPTANCE. THE ENTIRE INSTALLATION IS PROVEN SATISFACTORY. IF NECESSARY,
3. SHOP DRAWINGS AND SAMPLES:
PAINTED EXPOSED WORK SOILED OR DAMAGED. CLEAN AND REPAIR TO MATCH
ADJOINING WORK BEFORE FINAL ACCEPTANCE. REMOVE DEBRIS FROM INSIDE
c. END CONNECTIONS FOR VALVES: 1-1/4" THROUGH 2-1/2" GROOVED ENDS. PIPING SHALL BE DISASSEMBLED AND REASSEMBLED, AS DIRECTED BY FOR SPRINKLER WORK ONLY.
A. PRIOR TO THE INSTALLATION OF ANY WORK AND PROCUREMENT OF EQUIPMENT ARCHITECT/ENGINEER. NO TEMPORARY METHOD OF REPAIRING LEAKS
AND OUTSIDE OF MATERIAL AND EQUIPMENT. 3. BRASS OR BRONZE ANGLE VALVES: WILL BE PERMITTED.
PROVIDE COMPLETE SET OF COORDINATED SHOP DRAWINGS OF ALL NEW AND a. ENDS: THREADED.
EXISTING EQUIPMENT, INDICATING CAPACITY DIMENSIONS AND SEQUENCE OF b. STEM: BRONZE.
G. FINAL LOCATIONS AND MOUNTING ORIENTATIONS OF ALL PLUMBING FIXTURES F. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY PROPERTY
OPERATION FOR WRITTEN APPROVAL BY THE ARCHITECT AND ENGINEER.
Muhammad Atif
SHALL BE VERIFIED BY ARCHITECT. c. DISC: BRONZE. OR INSTALLATIONS OF OTHERS DAMAGED BY TESTS AND HE SHALL
d. HANDWHEEL: MALLEABLE IRON, BRONZE OR ALUMINUM. REPAIR OR REPLACE THE DAMAGE TO ITS ORIGINAL CONDITION WITHOUT
H. ALL ACCESS DOOR LOCATIONS SHALL BE REVIEWED BY ARCHITECT PRIOR TO
INSTALLATION.
4. BRONZE GLOBE VALVES:
a. ENDS: THREADED.
ADDITIONAL COST TO OWNER.
APPROVED
b. STEM: BRONZE. G. DISPOSE OF WATER REMOVED FROM PIPE LINES IN A MANNER THAT Date: 02/18/2025
FILING NOTES : c. HANDWHEEL: MALLEABLE IRON, BRONZE OR ALUMINUM. WILL NOT CAUSE DAMAGE TO ANY PROPERTY.
THIS DRAWING IS APPROVED ONLY FOR WORK INDICATED ON THE
H. ALL SPRINKLER SYSTEMS SHALL BE TESTED HYDROSTATICALLY AND
APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS REMAIN TIGHT WITH NO LOSS IN PRESSURE FOR A PERIOD OF NO LESS
SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS THAN TWO (2) CONSECUTIVE HOURS AT 200 PSIG SUBJECT TO
M:\PWR\01_PROJECTS\24.046_1761 TOPPING AVENUE\SP\STUDIO

X01129679-I1
EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE ARCHITECT'S APPROVAL.
CODES.
THIS DRAWING FILED FOR SPRINKLER SYSTEM SYSTEM ONLY
DATE: DRAWNBY:
02.05.2025 U.E
PROJECT NO.: CHECKEDBY:
24.046 K.W
PROJECT FILE: SP_1761 TOPPING AVENUE_01023025.DWG

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