36E77618B0090-022.pdf
PDF 6 MB Posted
- Solicitation number
- 36E77618B0090
About this file
36E77618B0090 ATTACHMENT 2 - FP.pdf
View the file
Other files
Show all 43
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
100% CONSTRUCTION DOCUMENTS
4849 Ronson Court, Suite 200
San Diego, CA 92111
858.344.8900
11770 BERNARDO PLAZA COURT
SUITE 116
SAN DIEGO, CA 92128
+1 619.488.9810
WWW.JENSENHUGHES.COM
PROJECT NO. 1QTD17007.000.000
DESIGN AND INSTALLATION IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS:
VA FIRE PROTECTION DESIGN MANUAL, DECEMBER 2015
2016 NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS.
THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED AS A LIGHT HAZARD OCCUPANCY IN
ACCORDANCE WITH NFPA 13 WITH A MINIMUM DENSITY OF 0.10 GPM/SQ. FT. OVER THE MOST
REMOTE 1,500 SQ. FT. AND A HOSE STREAM ALLOWANCE OF 100 GPM. MAXIMUM SPRINKLER
SPACING SHALL BE 225 SQ. FT. FOR STANDARD COVERAGE SPRINKLERS. .
THE REMODEL AREA IS CONSIDERED TO BE A LIGHT HAZARD OCCUPANCY IN ACCORDANCE WITH
NFPA 13.
ALL NEW SPRINKLER SYSTEM PIPING SHALL BE SCHEDULE 40 BLACK STEEL.
ALL SPRINKLER SYSTEM EQUIPMENT SHALL BE UL LISTED FOR FIRE PROTECTION USE.
ALL HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13.
FIRE PROTECTION CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND COORDINATE WITH
OTHER TRADES PRIOR TO INSTALLATION.
REFERENCE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION NOT SHOWN ON THE
DRAWINGS.
GENERAL NOTES
WHERE EXISTING SPRINKLERS ARE TO BE REMOVED AND NO NEW SPRINKLERS ARE TO BE
SUPPLIED FROM THAT PIPE, DEMOLISH ALL PIPING BACK TO THE BRANCH LINE AND PROVIDE A
CAP AT THE OUTLET ON THE BRANCH LINE.
UNDER NO CIRCUMSTANCES CAN SMALLER PIPE BE INSTALLED TO REPLACE LARGER PIPE BEING
REMOVED. REPLACE SPRINKLERS ONE FOR ONE.
DEMOLISH ARMOVERS BACK TO BRANCH LINE. INSTALL NEW 1" ARMOVER TO NEW SPRINKLER
LOCATION.
THE CONTRACTOR TO VERIFY EXISTING CONDITIONS. THE LOCATION AND ELEVATIONS OF
EXISTING EQUIPMENT AND PIPING INDICATED ON THE DRAWINGS HAVE BEEN TAKEN FROM
AVAILABLE DRAWINGS AND / OR FIELD SURVEY, BUT MAY VARY. CONTRACTOR TO VERIFY TRUE
SIZES, LOCATIONS AND ELEVATIONS OF EQUIPMENT AND PIPING IN THE FIELD PRIOR TO BID AND
INSTALLATION.
SCOPE OF WORK
1.
3.
4.
10.
11.
5.
6.
7.
8.
9.
NTS
SYMBOL =
TYPICAL HANGER AT CONCRETE SLAB
HANGER ROD SIZES
PIPE SIZE DIAMETER OF ROD
UP TO
INCLUDING 4"
3/8"
1 CONNECT ARM OVER INTO EXISTING 1
" BRANCH LINE
SHEET NOTES
KEY PLAN
NTS
PROVIDE AUTOMATIC SPRINKLER PROTECTION IN THE REMODELED AREA OF THE SECOND FLOOR
WEST WING OF THE MAIN BUILDING.
FP-1 GENERAL NOTES, DETAILS, AND KEY PLAN
FP-2 2ND FLOOR SPRINKLER DEMOLITION PLAN
FP-3 2ND FLOOR SPRINKLER PIPING PLAN
SHEET INDEX
1. DURING WORK IN ANY ONE PHASE, THE SPRINKLER SYSTEM AND FIRE ALARM SYSTEM OF ALL
PREVIOUS AND FORTHCOMING PHASES AND AREAS NOT WITHIN CONSTRUCTION BOUNDARIES,
SHALL BE FULLY OPERATIONAL AND CODE COMPLIANT. TEMPORARY FIRE MAINS AND CONTROL
VALVES SHALL BE INSTALLED TO KEEP THE SPRINKLER SYSTEM FULLY OPERATIONAL IN THE
AREAS NOT WITHIN CONSTRUCTION BOUNDARIES.
ALL CONTRACTOR'S BIDDING AND WORK SCHEDULES SHALL TAKE INTO ACCOUNT TIME FOR ALL
REQUIRED ABATEMENT EACH PHASE OF THE WORK.
ALL CONTRACTOR'S BIDDING AND WORK SCHEDULES SHALL TAKE INTO ACCOUNT TIME FOR ALL
REQUIRED MULTIPLE VA SAN DIEGO INSPECTIONS DURING AND AFTER EACH PHASE.
RELOCATE EXISTING SPRINKLER PIPING AROUND RE-DIRECTED MECHANICAL DUCT WORK.
2.
3.
4.
PHASING GENERAL NOTES
12.
2.
MAIN BUILDING
ARMOVER DETAIL
NTS
SPRINKLER BRANCHLINE
PENDENT SPRINKLER WITH
ESCUTCHEON ASSEMBLY
1" X 1/2" REDUCING COUPLING
1" DROP
SUSPENDED CEILING
1" ARMOVER
1" 90 ELBOW
NTS
NOTE:
INSTALL 401 CANOPY WHERE SURFACE MOUNTED LIGHTS
ARE USED. DROP TO CENTER OR QUARTER POINT OF TILE.
PROVIDE 2" OVERSIZE RING OR ADAPTER FOR
SPRINKLER HEADS THROUGH THE CEILING TILE
TO ALLOW FOR FREE MOVEMENT OF AT LEAST
1" IN ALL DIRECTIONS PER ASCE 7-10 SECTION
13.5.6.2.2(e)
SYMBOL =
LONGITUDINAL BRACE AT CONCRETE SLAB
NTSNTS
SYMBOL =
RESTRAINT OF BRANCH LINE AT CONCRETE SLAB
NTSNTS
TOLCO
HANGER ROD
4" MAX.
FROM BRACE
1/2" x 2" EMBEDMENT
HILTI KWIK BOLT TZ (ESR-1917)
SWIVEL SWAY BRACE
FITTING TOLCO FIG. 909
``FAST CLAMP'' SWAY
BRACE ATTACHMENT TOLCO
FIG. 1000
1" SCH. 40 PIPE
R
CONCRETE SLAB
TOLCO
HANGER ROD
4" MAX.
FROM BRACE
1/2" x 2" EMBEDMENT HILTI
KWIK BOLT TZ (ESR-1917)
PIPE TO BE BRACED
PIPE CLAMP FOR SWAY BRACE
TOLCO FIG. 4L
SWIVEL SWAY BRACE FITTING
TOLCO FIG. 909
1" SCH 40 PIPE
4"
MAX.
CONCRETE SLAB
TOLCO
" ALL THREAD ROD
PIPE RING TOLCO FIG. 100
ADJUSTABLE RING HANGER
TOLCO FIG. 200
SPRINKLER PIPE
COUPLING
" x 2" EMBEDMENT HILTI
KWIK BOLT TZ (ESR-1917)
SURGE RESTRAINER
TOLCO FIG. 25
CONCRETE SLAB
COUPLING
COUPLING
1/2" x 2" EMBEDMENT HILTI
KWIK BOLT TZ (ESR-1917)
1/2" x 2" EMBEDMENT HILTI
KWIK BOLT TZ (ESR-1917)
PLUMBING CHASE
G
H
J
G.1
J.1
J.5
K
L
J.4
M
N
L.1
R
R
R
R
RR
R
R
R R
R R
R
R
R
RR
R
R
R
R
R
R
R R
R R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R R
R R
R R
R
R
R
R
R
R
R R R
R
R
R
R
R
R
RR
R R
R R
R
R
R
R
R
R R
R
R
R
R
R R R
R
R
R R
RR
R
R
R R
R
R
R
R
R
R
R R
R
R
RR
R
R
R
R
R
R
R
RR
R
R
R
R
R
R
R
R
R
R
R R
R
R
R
R
RR
R
R
R
R
R
R
R
R R
R R
R
R
R
R
R
R
R
R
RR
R
E E
EE
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
100% CONSTRUCTION DOCUMENTS
4849 Ronson Court, Suite 200
San Diego, CA 92111
858.344.8900
11770 BERNARDO PLAZA COURT
SUITE 116
SAN DIEGO, CA 92128
+1 619.488.9810
WWW.JENSENHUGHES.COM
PROJECT NO. 1QTD17007.000.000
E
EXISTING SPRINKLER TO REMAIN
SPRINKLER DESCRIPTIONSYMBOL
R
EXISTING SPRINKLER TO BE REMOVED
2ND FLOOR, WEST WING OF BUILDING 1
(PHASE I - SARRTP)
PROJECT AREA
NTS
2SW ROOF
2SW DECK
2NW DECK
2NW ROOF
2NE SKY
2NE DECK
STAIR
STAIR
CORRIDOR
ELEVATORELEVATORELEVATORELEVATOR
ELEVATORELEVATORELEVATOR
ELEVATORELEVATORELEVATOR
HSK
2NE ROOF
2SE DECK
W D
(E)
MECHANICAL
COURTYARD
KEY PLAN
SPRINKLER LEGEND
N.I.C. (PHASE II)
CORRIDOR
W/D W/DW/D
CORRIDOR
W/D W/DW/D
CORRIDOR
W/D W/DW/D
E E
EE
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
3 X 2 THREADED
MECHANICAL TEE
ADD A TEMPORARY ISOLATION VALVE FOR PHASING.
REFER TO PHASING GENERAL NOTES ON SHEET FP-1.
REMOVE THIS VALVE AND RECONNECT PIPING WHEN
PHASING IS COMPLETE.
SRR
3" 3" 3" 3"
3"
3"
3" 3"
TO RISER IN STAIR #9
NOT IN SCOPE
100% CONSTRUCTION DOCUMENTS
4849 Ronson Court, Suite 200
San Diego, CA 92111
858.344.8900
11770 BERNARDO PLAZA COURT
SUITE 116
SAN DIEGO, CA 92128
+1 619.488.9810
WWW.JENSENHUGHES.COM
PROJECT NO. 1QTD17007.000.000
F
G
H
J
G.1
J.1
J.5
K
L
J.4
M
N
L.1
1 2.12 3.1 3.23 4 4.2 5 5.1 6 7.17 8 9 9.1
NEW PIPE
EXISTING PIPE
2ND FLOOR, WEST WING OF BUILDING 1
(PHASE I - SARRTP)
PROJECT AREA
NTS
2SW ROOF
2SW DECK
2NW DECK
2NW ROOF
2NE SKY
2NE DECK
STAIR
STAIR
CORRIDOR
ELEVATORELEVATORELEVATORELEVATOR
ELEVATORELEVATORELEVATOR
ELEVATORELEVATORELEVATOR
HSK
2NE ROOF
2SE DECK
W D
(E)
MECHANICAL
COURTYARD
KEY PLAN
(E) NON-RATED PARTITION
WALL LEGEND
(E) SMOKE BARRIER WALL
ONE-HOUR RATED WALL
SMOKE COMPARTMENT BARRIER WALL TO
MATCH (E) SMOKE COMPARTMENT BARRIER
(E) FENCE
(E) 2-HOUR FIRE PARTITION
(E) 1-HOUR FIRE PARTITION
DEPARTMENT BOUNDARY LINE
WALL TYPE. SEE A4.101
H E
A D
C
B
T
W
R E
N C
H E
S
P
R O
V I D
E D
T O
T A
L
C
O U
N
Y
P E
S Y
M B
O L
N O
T E
S
W
H E
E
S
U R
F A
C E
D
M
O U
N T
L
I G
H T
S
O
C C
U R
S
U
N
O P
Y
S
T Y
L E
U
M A
O O
M
R
U L
E
S
R R
I
C
O R
D A
N C
E
W
I T
H
N
F P
A
E
D I T
I O
N
S
E C
T I O
N
P
E N
D E
P R
I N
K L
E R
S
S
H A
B
L
O C
A T
C
E N
T E
R
O
R
Q
U A
R T
P
O I N
T
O
F
T
I L
E
F I N
I S
H T
E M
P
K F
A C
T O
R S
I N
F
W H
I T
E
T Y
S E
R I E
S M
F G
T Y
C O
T Y
F
R B
S P
R I N
K L
G
E N
D
Q R
S E
M I R
E C
P E
N D
E N
T
T O
T A
L
PIPE LEGEND
OUTLET CONNECTION
HANGER
PLUG AND CAP
N.I.C. (PHASE II)
File details come from the government source that posted it.