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10" ALARM
BELL
F.H.
APROXIMATELY
35,003 SQ. FT
SC
RE
EN
ED
P
OR
CH
BA
L'C
PR
OJE
CT
IO
N, A
BV
PATIO
ALZ WANDERING
GARDEN
ELECT
SERVICE
CA/TV
& PHONE
D.S.
D.S.
D.S.
D.S.
D.S.D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.D.S.
D.S.
D.S.D.S.
D.S.D.S.
D.S.
D.S.
D.S.
D.S.
38-0
6" D.I
6-0
6" D.I
32-6
6" D
.I
252-8
6" D.I
31-0
6" D
.I
PROPOSED BLDG
SITE PLAN
SCALE: 3/32'' = 1'-0''
FOR HYDRAULIC REFERENCE ONLY
RISER
SYMBOL LEGEND
FIRE HYDRANT
10" ELECTRIC ALARM BELL
4 WAY EARTHQUAKE BRACE
GATE VALVE
P.I.V.
DOUBLE CHECK DETECTOR ASSEMBLY
THRUST BLOCK
FLOW TEST DATA - REDUCEDFLOW TEST DATA
TEST PERFORMED ON EXISTING 8" WATER MAIN ON
COLE E. BENTON
GAUGED HYDRANT LOCATION: SOUTH OF FLOW
HYDRANT ON BENTON ROAD.
FLOWED HYDRANT LOCATION: INTERSECTION OF COLE
STREET AND BENTON ROAD CITY HYDRANT D302
EFFECTIVE POINT: WHERE THE NEW 6" FIRE LINE
CONNECTS TO THE EXISTING 8" FIRE MAIN
STATIC PRESSURE: 104 PSI
RESIDUAL PRESSURE: 65 PSI
FLOW: 1822 GPM
TEST PERFORMED BY THE CITY OF LOMA LINDA
DATE PERFORMED: MAY 20, 2014
FLOW TEST DATA TO BE REDUCED BY 10% FOR
HYDRAULIC CALCULATIONS AS FOLLOWS:
STATIC PRESSURE: 93.6 PSI
RESIDUAL PRESSURE: 58.5 PSI
FLOW: 1822 GPM
18" MIN.
36" MIN.
6" D
.I.
FROM CITY CONNECTION
6 " D
.I.
TO FIRE SPRINKLER SYSTEM
CONCRETE THRUST
BLOCKS (TYP.)
NOTE: BACKFLOW BY OTHERS FOR REFERENCE
ONLY REFER TO CIVIL DRAWINGS
VALVE
SUPPORT
4" THICK CONCRETE
SLAB
90 DUCTILE IRON FLANGED
ELBOW (TYP.)
90 FLANGED CAST IRON OR DUCTILE
IRON ELBOW (TYP.)
NOTE: TAMPER SWITCH AND AUTOMATIC
RESET AS REQUIRED BY FIRE
DEPARTMENT
DOUBLE CHECK DETECTOR ASSEMBLY
NTS
6-17-14
3/32" = 1'-0
C1
8'-6"
140
Corridor
C1
VARIES
S2
Stair 2
C1
VARIES
S1
Stair 1
2 2
8'-0"
8'-0"
8'-0"
8'-0"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-0"
8'-0"
8'-6"
SF
D
SFD
SFD
SFD
SFDSFD
TRENCH
DRAIN
C3
8'-6"
170A
ALZ Director
C7
10'
-
Patio
C6
10'
118
Porch
C7
10'
-
C7
10'
-
C7
10'
-
Patio
C3
8'-3"
171
ALZ Activity
C3
8'-3"
180A
Bistro
C3
8'
115
Med. Rm
C3
8'
113
Admin. Dir
C3
8'
112
Accounting
C3
8'
111
Marketing
C3
8'
121
Toilet
C2
10'
180
ALZ Activity
C1
10'
186
Comm.
C1
10'
185
Landsc
C1
10'
178
Elect/Mech
C1
8'
174
D.L.
C3
8'
175
ALZ Med
C1
8'-6"
182
Corridor
C3
8'
176
Toilet
C2
8'
177
Hsp'k
C1
10'
135
Hsp'k
C1
10'
136
Elev Equip.
C4
8'
137
Laundry
C1
10'
138
Elect
C1
8'-6"
142
Corridor
C3
8'-6"
170
ALZ Activity
C2
10'
130
Linen
C4
8'
128B
Hsp'k
C1
8'-6"
141
Corridor
C2
8'-6"
120
Toilet
C4
10'
128A
Office
C1
8'-6"
126
Private Dining
C4
8'
127
Kitchen
C1
10'
125
Dining Room
C6
10'
118
Screened Porch
C1
10'
117
Library
C1
10'
116
Living Room
C3
8'-6"
110
Receptionist
C3
8'
114
Wellness
1/A11.2
151
Z2
1/A11.2
153
Z2
1/A11.2
155
Z2
1/A11.2
163
Z2
1/A11.2
162
Z2
1/A11.2
161
Z2
1/A11.2
160
Z2
1/A11.2
159
Z2
1/A11.2
158
Z2
1/A11.2
157
Z2
1/A11.2
156
Z2
1/A11.2
154
Z2
1/A11.2
152
Z2
1/A11.2
150
Z2
3/A11.2
106
A-1A
3/A11.2
105
A-1A
3/A11.2
104
A-1A
3/A11.2
103
A-1A
4/A11.2
101
A-0B
4/A11.2
102
A-1B
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
CD
1.1
CBA
33
1
CA
W
CD
W
F
F
F
F
FF FFF F
F
F
F
F
WC
D
W
A C
1
3 3
A B C
1.1
CD
TRENCH
DRAIN
22
1
1
FP-4.0
2
FP-4.0
3
FP-4.0
FIRST FLOOR SPRINKLER REFLECTED CEILING PLAN
SCALE: 1/8'' = 1'-0''
UPRIGHT SPRINKLER - QUICK RESPONSE 4.2 BRASS
PENDENT SPRINKLER RECESSED - QUICK RESPONSE 4.2 WHITE
HEAD CAB'T & WRENCH(ES) PROVIDED
QUANTITYFINISHTEMP.K-FACTORSPRINKLER DESCRIPTIONSYMBOL
SPRINKLER SCHEDULE & LEGEND
SIN
VK327
VK331
PENDENT SPRINKLER RECESSED - QUICK RESPONSE 4.9 WHITE VK468
0
29
153
185TOTAL COUNT THIS FLOOR =
175 F
155 F
155 F
NOTE: WHERE SPRINKLERS ARE EXPOSED TO ATMOSPHERIC CONDITIONS PROVIDE CORROSION PROTECTION
DRY PENDENT - STANDARD RESPONSE 5.6 CHRM VK154 2175 F
6-17-14
1/8 = 1'-0
NON-COMBUSTIBLE CONCEALED
SPACE (NFPA 13, 8.15.1.2.1)
NON-COMBUSTIBLE HYDRAULIC
FLUID (NFPA 13, 8.15.5.2)
2
NON-COMBUSTIBLE ELEVATOR
HOISTWAY (NFPA 13, 8.15.5.6)
3
NON-COMBUSTIBLE EXTERIOR
ROOF OR CANOPY
(NFPA 13, 8.15.7.2)
4
SMALL ROOM RULE
(NFPA 13, 8.6.3.2.4)
5
KEYNOTES
1
SPRINKLER BELOW DUCT
(NFPA 13, 8.8.5.2)
6
SIDE WALL - QUICK RESPONSE 4.2 CHRM VK484 1155 F
2 2
TRENCH
DRAIN
F
CD
F
1.1
CBA
33
1
CA
W
CD
W
F
F
F
F
FF FFF F
F
F
F
F
WC
D
W
A C
1
3 3
A B C
1.1
F
CD
F
A-1B
102
4/A11.1
A-0B
101
4/A11.1
A-1A
103
3/A11.1
A-1A
104
3/A11.1
A-1A
105
3/A11.1
A-1A
106
3/A11.1Z2
150
1/A11.1
Z2
152
1/A11.1
Z2
154
1/A11.1
Z2
156
1/A11.1
Z2
157
1/A11.1
Z2
158
1/A11.1
Z2
159
1/A11.1
Z2
160
1/A11.1
Z2
161
1/A11.1
Z2
162
1/A11.1
Z2
163
1/A11.1
Z2
155
1/A11.1
Z2
153
1/A11.1
Z2
151
1/A11.1
A-1B
102
A-1A
103
A-1A
104
A-1A
105
A-1A
106
Z2
152
Z2
154
Z2
156
Z2
157
Z2
158
Z2
159
Z2
160
Z2
161
Z2
162
Z2
163
Z2
155
Z2
153
Z2
151
Med Rm
115
#DrgID/#LayID
A
B
Wellness
114
Admin Dir.
113
Accounting
112
Marketing
111
Corridor
140
Screened Porch
118
Pvt. Dining
126
Office
128A
Corridor
142
Landscape Equip
185
Comm Rm
186
Elect
178
Corridor
182
Corridor
181
Hsp'k
128B
Wellness
114
Admin Dir.
113
Accounting
112
Marketing
111
Living Room
116
Library
117
Screened Porch
118
Corridor
141
ALZ Director
172
Corridor
142
Elect
178
Corridor
181
Server
110A
Linen
130
Hsp'k
128C
ALZ Foyer
170
PL
YW
OO
D B
AC
KIN
G
(T
EL
EP
HO
NE
/ C
OM
M.)
PLYWOOD BACKING
(CABLE TV)
FIRE
TRENCH
DRAIN
F.D.
EXHAUST
(LO) 3"
F.D.
F.D.
F.D.
F.D.
60 LB
75 LB
F.S.
F.S.
F.S.
F.S.F.S.
F.S.
F.S.
F.S.
F.S.
F.S.
INTAKE
(HI) 3"
WATER
(1 1/2")
WH
120, 150, 199 or 250
22
Stair 1
S1
3/A13.1
Men
120
1/A11.3
Women
121
1/A11.3
Elev
E1
11/A13.1
Stair 2
S1
7/A13.1
ALZ Activity
171
3/A11.5
Toilet
176
3/A11.5
ALZ Med
175
3/A11.5
Receptionist
110
3/A11.4
Laundry
137
14/A11.4
Elect Service
138
14/A11.4
Hsp'k
135
14/A11.4
Elev Equip
136
14/A11.4
D.L.
174
3/A11.5
Dining Room
125
1/A11.5
Kitchen
127
1/A11.5
MECH.
141A
1/A11.5
ALZ Activity
180
3/A11.5
Stair 1
S1
Men
120
Women
121
Elev
E1
Stair 2
S1
ALZ Activity
171
Elect Service
138
Hsp'k
135
Elev Equip
136
Kitchen
127
ALZ Activity
180
Hsp'k
177
3/A11.5
1
3 " RISER
UP TO ATTIC
1
EL. 9'-2
5'-0" 7'-0"
7'-4
1 2
"
1'-0"
4'-5"
1'-3
3
8
"
0'-6"
2'-3
1
2
"
5'-11"
1'-4
1
2
"
2'-3
1
2
"
4'-1
1 2
"
1'-0"
0'-7
1 2
"
7'-9
1
4
" 7'-9
1
2
"
1'-8
5
8
"
0'-10
3 8
"
2'-5
1
8
"
3'-3
3 8
"
4'-11
5 8
"
1'-0"
0'-5
1 2
"
11'-1
7
8
"
3'-11
1
8
"
8'-6
3
4
"
3'-5
3 4
" 12'-4"
0'-6"
8'-0"
5'-7
3
4
"
2'-0
1 2
"
11'-11
1 2
"
1'-0"
10'-0"
1'-0"
7'-1
1
2
"
5'-7"
1'-0"
10'-10
1
2
"10'-7
7 8
"
12'-1" 8'-0"
6'-11
1
2
"
2'-3
1
2
"
1'-7
1
4
"
2'-8
1 2
"
10'-8
3
4
" 8'-0
1
8
" 2'-8
3
4
"
1'-11
3 4
"
1'-0"
1'-10
1
2
"
1'-10
1 2
"
1'-11
3 4
"
1'-0"
1'-0"
7'-10"
2'-3
1
2
"
9'-4
5
8
" 8'-8
1
2
" 4'-11
3
4
"
1'-0"
1'-10"
1'-10"
0'-9
1 2
"
8'-4
3 4
"
7'-5"
1'-7"
4'-3" 4'-11"
2'-7
5 8
"
3'-6" 6'-6"
5'-11
1
2
"
1'-11
3
8
"
5'-5"
8'-9"
5'-5"
7'-6
3 8
"
2'-2
7
8
"
6'-8"
1'-0"
1'-0"
1'-0"
11'-9"
1'-6
1
2
"
1'-11
7
8
"
2'-6"
3'-8"
6'-10
3 4
"
0'-7
3 8
"
0'-7
3 8
"
6'-3
3 4
"
2'-0
1 4
"
2'-0"
4'-3
1 4
"10'-9
3 4
"
0'-11
3 8
"
9'-5
5
8
"
0'-11
1
2
"
2'-10
3
8
"
8'-0
1
8
"
1'-3
5 8
"
13'-0" 8'-9"
2'-0
1 4
"
1'-3
5 8
"
10'-9
3 4
"
0'-11
3 8
"
4'-3
1 4
"
3'-0
1 2
"
2'-0
1 4
"
3'-7
1 8
"5'-9
5 8
"
10'-0"
4'-11
3 4
"
2'-0
1 4
"
3'-7
1 8
"5'-9
5 8
"
10'-0"
4'-11
3 4
"
4'-0
1
4
"
14'-0"
12'-8
1
2
"
5'-8"
7'-3
3
4
"
18'-10"
11'-5
1
2
"
9'-3" 9'-2" 14'-8" 9'-1" 9'-4" 14'-6" 10'-8"
3'-0
1
2
"
1'-5"
1'-3"
1'-3"
13'-10"
11'-7
7
8
"
2'-10
3
8
"
8'-0"
0'-11
1
2
"
10'-5
1
2
"
0'-5
1
8
"
1'-0"
1'-0"
1'-0"
2'-5
1
8
"
1'-0"
1'-0"
1'-0"
1'-3
5 8
"
10'-9
3 4
"
0'-11
3 8
"
4'-6
1 4
"
3'-0"
3'-8
3 4
"
2'-0
1 4
"
7'-7
3 4
"7'-4
7 8
"
6'-7"
8'-8"
1'-3
5 8
"
10'-9
3 4
"
0'-11
3 8
"
4'-3"
2'-0
1 4
"
4'-11"
1'-6
3
4
"
2'-1
5 8
"
12'-0"
5'-8
3 8
"
3'-10
7
8
"
2'-9
1
2
"
8'-0"
7'-0
5 8
"
1'-4
7 8
"
9'-7
1
8
"7'-2
3 8
"7'-7
3 4
"
1'-3
3 8
"
5'-11"
10'-1
3 4
"
9'-5"
2'-0
1 4
"
4'-10
3 4
"
7'-4"
7'-11"
6'-9
3 8
"
2'-0
1 4
"
5'-7
1
8
"
5'-11"
3'-1
1 2
"
3'-9
3 8
"5'-7
3 4
"
3'-0"
7'-11"
4'-1"
5'-0
1 4
"
2'-0
1 4
"
7'-2"
15'-2
5 8
"
8'-0" 3'-0"
7'-11"
4'-1"
5'-0
1 4
"
2'-0
1 4
"
5'-1"
4'-1"
7'-11"
7'-11"
4'-1"
5'-0
1 4
"
2'-0
1 4
"
5'-1"
4'-1"
7'-11"
7'-11"
4'-1"
5'-0
1 4
"
2'-0
1 4
"
5'-1"
4'-1"
7'-11"
7'-11"
4'-1"
5'-0
1 4
"
2'-0
1 4
"
8'-4
1
2
"
7'-11"
4'-1"
4'-0"
2'-0
1 4
"
5'-5
3 8
"
2'-2
5 8
"
8'-3
5 8
"
1'-3
1
2
"
0'-11
1 2
"
4'-6
5
8
"
5'-1"
10'-5
1
2
"
0'-11
5
8
"
2'-10
5
8
"
8'-0"
3'-7"
0'-11
7
8
"
5'-3
1
8
"
0'-11
7
8
"
2'-1
3
4
"
8'-0"2'-10
3
8
"
0'-11
1
2
"
10'-5
5
8
"
3'-9"
7'-0"
1'-0"
1'-0"
4'-0" 4'-0"
4'-0" 4'-0"
2'-9
3
8
"
1'-2"
3'-2"
1'-11"
1'-2"
1'-0"
8'-11
3
4
"
1'-0"
2'-8"
7'-4"
1'-0"
3'-7"
3'-4
1
8
"
1'-11
7
8
"
5'-10
3
4
"
1'-8"
4'-11
1
2
"
1'-8"
4'-0"
4'-0"
4'-0"
4'-0"
0'-11
7 8
"
6'-1
1
2
"
1'-0"
2'-0"
5'-4
1
2
"
1'-11
1
2
"
1'-6"
2'-6"
1'-6"
1'-11
1
2
"
5'-4
1
2
"
5'-4
1
2
"
1'-11
1
2
"
1'-6"
1'-5"
2'-0
1
2
"
5'-3
1
2
"
2'-0
1 4
"
2'-2"
5'-3
1
2
"
2'-0
1
2
"
1'-5"
2'-0"
5'-3
1
2
"
2'-0
1
2
"
1'-5"
5'-3
1
2
"
2'-0
1
2
"
1'-5"
1'-6"
1'-11
1
2
"
5'-4
1
2
"
2'-1"
2'-0
1 4
"
4'-5" 9'-0"
1'-2"
1'-11"
5'-4
1
2
"
1'-11
1
2
"
1'-6"
2'-2
1
2
"
2'-3
1 4
"
3'-8
1
8
"
1'-0"
3'-1"
1'-0"
5'-4
1 2
"
1'-11
1 2
"
1'-6"
0'-7
5
8
"
1'-10
3
8
"
2'-11
3 4
"
6'-4
1 2
"
1'-11
1 2
"
1'-6"
7'-11"5'-1"4'-0"
1'-11"
1'-11"
4'-0"
1'-8
1 4
"
1'-2
1 4
"
3'-10"
0'-8"
7'-10
1 4
"
14'-6"
1'-11"
4'-0" 5'-1" 7'-11"
2'-1"
1'-11
1
2
"
6'-4
1 2
"
1'-6"
4'-10
5 8
"
4'-7"
0'-10
1 2
"
7'-5"
3'-7"
1'-0"
4'-2
5
8
"
1'-11
3 4
"
10'-1
3
4
" 3'-2
5
8
"
1'-0"
1'-0"
7'-4
3 4
"12'-10
5 8
"
8'-1
7
8
" 7'-2
3
8
"
8'-0"
7'-11
1
2
"
1'-11"
3'-6"
4'-2
5 8
"
4'-6" 5'-1" 7'-11"
1'-0"
1'-3
1
8
"
1'-5
7 8
"
1'-5
7 8
"
1'-10
3 8
"
1'-11
1 2
"
1'-6"
6'-4
1 2
"
2'-0"
7'-11"
1'-5
1 2
"
5'-1"
6'-10
1 2
"
3'-7"
1'-11"
2'-11
3 8
"
0'-10
1
4
"
3'-0
1
8
"
1'-1
3
8
"
5'-4
3 4
"
8'-6"
5'-6
1
4
"
1'-0"
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0'-6"
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
3'-5
1
2
"
2'-5"
2'-5"
5'-7"
1'-0"
1'-0"
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
7'-11"
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1'-4
1 4
"
3'-0"
1'-0"
2'-10
1
2
"
CONVERT TO
STEEL PIPE AT
ATTIC
CONVERT TO
STEEL PIPE AT
ATTIC
CONVERT TO
STEEL PIPE AT
ATTIC
0'-6"
CONVERT TO
STEEL PIPE AT
ATTIC
CONVERT TO
STEEL PIPE AT
ATTIC
1'-0
1
8
"
CONVERT TO
STEEL PIPE AT
ATTIC
1
FP-4.0
2
FP-4.0
3
FP-4.0
EL. 9'-2
EL. 9'-2
5'-0
1 4
"
4'-1"
EL. 10'-5
EL. 10'-5
EL. 10'-5
4'-0"
EL. 10'-5
4'-0"
EL. 10'-5
4'-0"
EL. 10'-5
3'-7"
EL. 10'-5
EL. 10'-5
EL. 10'-5
4'-0"
4'-0"
1'-10
1
2
"
1'-10
1
2
"
EL. 10'-5EL. 10'-5
1'-10
1
2
"
EL. 10'-5EL. 10'-5EL. 10'-5
4'-0"
4'-0"
4'-0"
EL. 10'-5EL. 10'-5
6'-0"
EL. 10'-5EL. 10'-5
3'-11
3 4
"
1'-9
5 8
"
EL. 10'-5
EL. 10'-5
3'-0"
1
1 4
3
1
1
4
1
1
4
1
1
1
4
33
33
1
1
4
1
1
4
1
1 4
3
3
3
1
1
4
1
1 4
1
1 4
1
1 4
3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1
4
1
1 4
1
1 4
1
1
4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
2'-5
1 2
"
0'-7
1
2
"
1
1
1 4
1
1 4
1
1 4
1
1
4
1
1 4
1
1 4
1
1 4
1
1 4
1
1
2
1
1 4
1
1
4
1
1
4
1
1 4
1
1
4
3
3
3'-0"
3
3
3
3
3
1
1
4
1
1
2
1
1
4
1
1
4
1
1
4
1
1
1
1
1 4
1
1 4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1 4
3
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1 4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1 4
1
1 4
1
1 4
1
1
4
1
1 4
1
1 4
1
1
4
1
1
4
1
1
4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 41
1 41
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1
4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 41
1 4
1
1
4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1
4
1
1 4
1
1 4
1
1 41
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 41
1 41
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 41
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1
4
1
1
4
1
1 4
1
1
4
1
1 4
1
1
1 4
1
1 4
1
1 4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1 4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1 4
1
1
41
1
4
1
1
4
1
1
4
1
1
4
1
1 4
1
1 4
2'-5"
1
1 4
2'-0"
1
FIRST FLOOR SPRINKLER PIPING PLAN
SCALE: 1/4'' = 1'-0''
RISER NIPPLE
RISER ELBOW
STRUCTURAL HANGER
LATERAL OR LONGITUDINAL EARTHQUAKE BRACE
SYMBOL LEGEND
HYDRAULIC REFERENCE NODES
4 WAY EARTHQUAKE BRACE
END CAP
X"
X - X
DIAMETER OF PIPE
LENGTH OF PIPE
PIPE
#
#
#
SPRINKLER RISER
SPLAY HANGER
SEISMIC SEPARATION ASSEMBLY
FIRE RATED WALL PENETRATION
6-17-14
1/8 = 1'-0
NON-COMBUSTIBLE CONCEALED
SPACE (NFPA 13, 8.15.1.2.1)
NON-COMBUSTIBLE HYDRAULIC
FLUID (NFPA 13, 8.15.5.2)
2
NON-COMBUSTIBLE ELEVATOR
HOISTWAY (NFPA 13, 8.15.5.6)
3
NON-COMBUSTIBLE EXTERIOR
ROOF OR CANOPY
(NFPA 13, 8.15.7.2)
4
SMALL ROOM RULE
(NFPA 13, 8.6.3.2.4)
5
KEYNOTES
1
SPRINKLER BELOW DUCT
(NFPA 13, 8.8.5.2)
6
NOTE: USE CPVC PIPING ON
THE FIRST FLOOR ONLY
F
F
F
F
F
F F F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
A C
1
3 3
A B C
1.1
WC
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
22
A-0B
202
4/A11.2
A-1B
203
4/A11.2
A-0A
201
2/A11.2
A-1A
204
3/A11.2
A-1A
206
3/A11.2
A-0A
207
2/A11.2
A-0A
211
2/A11.2
A-0A
213
2/A11.2
A-0A
215
2/A11.2
A-0A
217
2/A11.2
A-1A
208
3/A11.2
A-1A
210
3/A11.2
A-1A
212
3/A11.2
A-1A
214
3/A11.2
A-1A
216
3/A11.2
A-1A
218
3/A11.2
A-0A
219
2/A11.2
A-0A
220
2/A11.2
A-0A
221
2/A11.2
A-0A
222
2/A11.2
A-0A
223
2/A11.2
A-0A
224
2/A11.2
A-0A
226
2/A11.2
A-0A
225
2/A11.2
A-0A
209
2/A11.2
A-0A
205
2/A11.2
Beauty
232
7'-9"
C1
Media / Cards
231
9'
C1
Staff Lounge
230
8'
C1
Therapy
237
9'
C1
Toilet
239
8'
C3
Therapy Dir.
238
9'
C1
Corridor
246
9'
C1
Laundry
236
8'
C3
Toilet
235
8'
C3
Maintenance Office
233
9'
C1
Activity
240
9'
C1
Stair 2
S2
VARIES
C1
Activity Dir
241
9'
C1
Corridor
248
9'
C1
Linen
242
9'
C1
Elect/Mech
243
9'
C1
Stair 1
S1
VARIES
C1
Corridor
245
9'
C1
9'
C1
Hsp'k
236
8'
C3
F
F
F
F
F
F F F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
A C
1
3 3
A B C
1.1
WC
D
HVAC
SITTING
22
1
FP-4.0
2
FP-4.0
3
FP-4.0
SECOND FLOOR SPRINKLER REFLECTED CEILING PLAN
SCALE: 1/8'' = 1'-0''
6-17-14
1/8 = 1'-0
UPRIGHT SPRINKLER - QUICK RESPONSE 4.2 BRASS
PENDENT SPRINKLER RECESSED - QUICK RESPONSE 4.2 WHITE
HEAD CAB'T & WRENCH(ES) PROVIDED
QUANTITYFINISHTEMP.K-FACTORSPRINKLER DESCRIPTIONSYMBOL
SPRINKLER SCHEDULE & LEGEND
SIN
VK327
VK331
PENDENT SPRINKLER RECESSED - QUICK RESPONSE 4.9 WHITE VK468
170
43
131
344TOTAL COUNT THIS FLOOR =
175 F
155 F
155 F
NOTE: WHERE SPRINKLERS ARE EXPOSED TO ATMOSPHERIC CONDITIONS PROVIDE CORROSION PROTECTION
DRY PENDENT - STANDARD RESPONSE 5.6 CHRM VK154 0175 F
NON-COMBUSTIBLE CONCEALED
SPACE (NFPA 13, 8.15.1.2.1)
NON-COMBUSTIBLE HYDRAULIC
FLUID (NFPA 13, 8.15.5.2)
2
NON-COMBUSTIBLE ELEVATOR
HOISTWAY (NFPA 13, 8.15.5.6)
3
NON-COMBUSTIBLE EXTERIOR
ROOF OR CANOPY
(NFPA 13, 8.15.7.2)
4
SMALL ROOM RULE
(NFPA 13, 8.6.3.2.4)
5
KEYNOTES
1
SPRINKLER BELOW DUCT
(NFPA 13, 8.8.5.2)
6
F
F
F
F
F
F F F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
A C
1
3 3
A B C
1.1
WC
D
22
F
F
F
F
F
F F F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
A C
1
3 3
A B C
1.1
WC
D
A-0B
202
4/A11.1
A-1B
203
4/A11.1
A-0A
201
2/A11.1
A-1A
204
3/A11.1
A-1A
206
3/A11.1
A-0A
205
2/A11.1
A-0A
207
2/A11.1
A-0A
209
2/A11.1
A-0A
211
2/A11.1
A-0A
213
2/A11.1
A-0A
215
2/A11.1
A-0A
217
2/A11.1
A-1A
208
3/A11.1
A-1A
210
3/A11.1
A-1A
212
3/A11.1
A-1A
214
3/A11.1
A-1A
216
3/A11.1
A-1A+
218
3/A11.1
A-0A
219
2/A11.1
A-0A
220
2/A11.1
A-0A
221
2/A11.1
A-0A
222
2/A11.1
A-0A
223
2/A11.1
A-0A
224
2/A11.1
A-0A
226
2/A11.1
A-0A
225
2/A11.1
A-1B
203
A-1A
204
A-1A
206
A-1A
208
A-1A
210
A-1A
212
A-1A
214
Toilet
234
1/A11.3
A
B
C
Laundry
235
2/A11.4
D
Activity
240
4/A11.4
B
Staff Lounge
230
12/A11.4
B
Therapy
237
8/A11.4
B
Media / Card Room
231
Maintenance Dir
233
Therapy Dir.
238
Elect
243
Corridor
247
Corridor
245
Corridor
248
Elect
243
HVAC
SITTING
22
Stair 1
S1
4/A13.1
Toilet
239
3/A11.3
Elev
E1
12/A13.1
Stair 2
S2
8/A13.1
Beauty
232
1/A11.4
Toilet
239
Elev
E1
Beauty
232
Activity Dir.
241
4/A11.4
Linen
242
4/A11.4
Hspk
236
3/A11.3
3
2
2
2
2
1'-0"
9'-0"
8'-0"
2'-8"
2'-8"
2'-9"
1'-0"
1'-0"
6'-4
1
2
"
3'-1
7 8
"
0'-8
1 4
"
1'-11
3 4
"
1'-11
3 4
"
8'-9"
5'-0
3 4
"
0'-9
1 2
"
0'-9
1 2
"
2'-0"
1'-8"
4'-4"
1'-8
1 4
"
2'-0"
3'-2
1
4
"
5'-1"
1'-4
3
4
"
1'-11
1
2
"
1'-0"
3'-4
1
2
"
8'-0" 9'-0"
0'-5
3
4
"
0'-3
3
4
"
2'-8
3
4
"
1'-7
1
4
"
1'-6"
0'-1
1
2
"
3'-7
1
2
" 3'-10
1
2
"
0'-4
1
2
"
2'-3"
0'-2"
2'-7
1
8
"
10'-0" 8'-0"
1'-9
3
4
"
0'-1
1
4
"
2'-10
3
4
"
5'-3
3
8
"
0'-7
7
8
"
10'-0"
4'-1
1
8
"
0'-4
1
4
"
1'-11
3
4
"
3'-9
1
4
"
2'-6"
0'-9
1
4
"
0'-10
3
4
"
2'-8
7
8
"
2'-8
7
8
"
3'-11
3
4
"
1'-11
3
4
"
3'-3
1
8
"
3'-3
1
8
"
1'-6
3
4
"
9'-0"
6'-10
5
8
"
5'-6
3
4
"
5'-3
7
8
"
3'-4
3
4
"
2'-8
3
8
"
3'-7
1
4
"
3'-10"
5'-6
7
8
"
1'-3"
2'-11"
3'-4
3
4
"
1'-0
1
8
"
1'-7
1
4
"
5'-1
1
4
"
0'-4
7
8
"
0'-8
1
2
"
10'-0"
10'-1
1
4
"
10'-0"
4'-0
1
2
"
1'-9
1
2
"
2'-8"
1'-10
3 4
"
2'-0"
1'-3"
6'-3
1
4
"
1'-0"
2'-6"
4'-0
1
8
"
1'-0"
1'-7
3
4
"
10'-0" 10'-0"
3'-10"
1'-4"
4'-0
1
8
"
3'-1
1
4
"
1'-11
7
8
"
1'-2"
2'-2
3
8
"
5'-10
1
4
"
4'-11
3
4
"
3'-1"
0'-3
5
8
"
3'-6
1
4
"
3'-1"
1'-7
3
4
"
0'-8
3
4
"
6'-8
1
2
"
1'-10
3
4
"
5'-4
5
8
"
0'-3
7
8
"
8'-0"
1'-4
3
4
"
1'-4
3
4
"
0'-11
1
2
"
9'-11
3
8
"
0'-2
7
8
"
0'-4
5
8
"
0'-10
1
2
"
8'-0"
0'-6"
5'-3
1
8
"
1'-9
1
8
"
1'-9
1 2
"
10'-0"
3'-5
1
8
"
5'-4
3 4
"
2'-6
5 8
"
10'-0"
0'-4
7 8
"
1'-8
1 2
"
0'-2
3 8
"
3'-3"
0'-7
1
8
"
5'-3"
1'-1
1
8
"
1'-9
1 2
"
0'-11
3 4
"
6'-10
7 8
"
9'-7"
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
4'-0"
5'-0"
7'-0"
1'-6"
5'-6" 7'-6"
1'-9
1
2
"
12'-2
1 2
"
1'-1"
2'-4"
3'-8" 5'-4"
2'-0"
3" RISER
7'-0"
1'-6"
CONVERT TO
STEEL PIPE AT
ATTIC
CONVERT TO
STEEL PIPE AT
ATTIC
CONVERT TO
STEEL PIPE AT
ATTIC
CONVERT TO
STEEL PIPE AT
ATTIC
CONVERT TO
STEEL PIPE AT
ATTIC
1
1
1
1
11
1
1
1
1
1
1
CONVERT TO
STEEL PIPE AT
ATTIC
1
FP-4.0
2
FP-4.0
3
FP-4.0
EL. 9'-7
EL. 9'-7EL. 9'-7
EL. 9'-7
1
1
41
1
4
3
3
3
33
3
3
3 3
10'-0"
33
3 3
3
3
3 3 3 3 3 3 3 3 3
3
2 1/2
33
3
ZONE OF INFLUENCE
SEE LATERAL & LONGITUDINAL
SWAY BRACE CALCULATIONS AND
DETAILS ON FP-5.0
1
1'-4"
1'-1
1
8
"
7'-1" 7'-10"
7'-1" 6'-3" 3'-6"
4'-2"
7'-3"
8'-8
5
8
"
10'-9"
7'-8"
9'-8"
12'-0"
9'-11
7 8
"
10'-9
1 4
"
12'-0"
9'-8"
8'-8
5 8
"
6'-11
1
2
"
9'-6
1
2
"
12'-0"
9'-8"
9'-8"
12'-0"
4'-5
1
2
"3'-11
1
2
"
5'-6
1 2
"4'-5
1
2
"
13'-0"
9'-1
7
8
"
14'-0"
12'-0"3'-6"
4'-0"
14'-0"
8'-6"
1'-6"
8'-1
1
4
"
5'-0"
8'-11
1
8
"
10'-2
1
2
"
11'-0"
9'-2
1 8
"6'-8
1 4
"
9'-1"
6'-8
1 4
"
11'-0"
11'-3"
11'-3
1
8
"
9'-11
1
8
"
9'-11
1
8
"
12'-0"
12'-0"
12'-0"
12'-0"
9'-11
1
8
"
11'-3
1
8
"
12'-0"
11'-3"
9'-11"
9'-11"
11'-3"
14'-0"
9'-8"
4'-4"
3'-11
1 4
"
8'-11"
10'-6
1
2
"
10'-1
5
8
"7'-6
1
8
"
9'-8"
1
1
1
1
1 4
1
1
1
1
1
7'-3
1 2
"
8'-2
3 4
"
1
3'-5"
REMOTE AREA
SEE HYDRAULIC PLACARD ON THIS
SHEET FOR DESIGN CRITERIA
3
2'-5
3
4
"
2'-5
1
4
"
8'-0"
4'-2"
1'-0
1 2
"
3
0'-9"
0'-7
3 4
"
1
4'-11"
1
1
4
5'-9"
1
1
4
1
1
4
1
1'-0
1 2
"
2'-8"
2'-8"
1
1
7'-3"
0'-9
1
4
"
6'-3"
2'-5
1
4
"
2'-5
3
4
"
4'-6
7 8
"
1
1'-6"
0'-0
7 8
"
3'-10"
1'-0"
4'-7" 2'-6"
1
1
4
1
1
4
1
1
4
0'-9
1
8
"
1'-5"
1'-5"
1
1
6'-3"4'-11"7'-1"
1
1
4
0'-5"
1'-0
1 2
"
1
1'-0"
1
1
4
1'-7"
7'-1"
2'-11
3 4
"
1
4'-9
3
8
"
2'-5
1
2
"
2'-5
1
4
"
2'-7"
1
2'-5"
1'-3
1
2
"
1
7'-1"
8'-0"
3
5'-6" 3'-5"
6'-0"
0'-8"
1
1
4
3'-0"
1'-10
3
4
"
1
1'-5
3
4
"
2'-1"
3
3
6'-1"
7'-6"
2'-0"
3
5'-0
1
2
"
1'-0
1
4
"
5'-10"
0'-10
3
4
"
1
1
4
1'-5
3
4
"
3'-9" 8'-0"
0'-6"
1
1
1
4
8'-0"
4'-9
3
4
"
14'-1"
4'-0"
7'-0"
11
5'-10"
3'-7
1
8
"
1
2'-0
7 8
"
0'-9
1 2
"
0'-6"
1'-11"
2'-9
1 4
"
1'-11"
1'-11"
8'-0"
3
2'-4
3 4
"
2'-1
7
8
"
1
2'-4
3 4
"
3'-2
1
8
"
1
0'-5
1
8
"
1'-11"
0'-5
1
4
"
5'-10"
5'-3"
0'-10"
9'-11"
2'-0
7 8
"
7'-1"
2'-3
1 8
"
8'-3"
1'-10
3 4
"
1
1 4
0'-9"
0'-3
1
4
"
1
1'-9
1 4
"
0'-2"
2'-0"
2'-0"
1
1
2'-0"
2'-4"
6'-1"
1
1 4
1
2'-0"
1
2'-0"
1
2'-4"
6'-1
3 8
"
1
1 4
2'-0"
1
1 4
1'-0
1
8
"
7'-1"
5'-10"
5'-2
3 4
"
0'-9
7 8
"
1'-9
1 4
"
1'-6
1
4
"
1
8'-3"
1'-10
3 4
"1
1 4
2'-0
7 8
"
0'-8
7 8
"
0'-11
1
4
"
1
1
1 4
2'-0"
2'-0"
1'-4
1
2
"
1
1
3'-11
3
4
"
3
2'-0
7 8
"
0'-9
7 8
"
4'-9
3
4
"
2'-4
3 4
"
1'-10
3 4
"
2'-0"
6'-9
5 8
"
1
1 4
1
1 4
1
1
4
3'-11
1
2
"
2'-0"
0'-8
7 8
"
3'-9
1
4
"
6'-1"
2'-5
1 2
"
1'-5
3 4
"
1'-10
3 4
"
2'-0"
1
1 4
1
1 4
1
1
4
5'-1
1
2
"
8'-5"
1'-9"
7'-11"
1'-1"
1
1 4
10'-0" 10'-0"
3
1'-1"
13'-10
1 4
"
7'-11"
2'-1
3 4
"
3'-6"
6'-6
1 4
"
6'-2
3 4
"
1
1 4
3'-4
1
2
"
2'-0"
6'-9
1 4
"
1'-9
1 4
"
1
1 4
1'-10
3 4
"
1'-5
3 4
"
2'-0"
4'-2
3
4
"
2'-5
1 2
"
5'-3
1
8
"
0'-9
7 8
"
1
1 4
1
1 4
1
1
4
1
1'-2
3 4
"
8'-1
1 4
"
1'-10
3 4
"
2'-6
1
4
"
2'-0"
7'-6"
0'-8
7 8
"
1'-4"
2'-0
7 8
"
0'-8
7 8
"
6'-1"
3'-11
1 4
"
1'-10
3 4
"
10'-0"
7'-1"
1'-0
1
8
"
1'-3
3 8
"
1
1 4
0'-9
7 8
"
11'-1
1 8
"
1
1 4
2'-0"
6'-1"
2'-4"
1'-0
1 8
"
1'-0"
1
1'-3
3 8
"
0'-10
5 8
"
1'-0"
2'-4
1 8
"
1'-0
1
8
"
5'-1"
1
1
1 4
1'-9
1 4
"
8'-3"
1
1 4
0'-9"
2'-1"
0'-9
7 8
"
5'-3
1
8
"
1
1 4
3'-11
1 4
"
1'-10
3 4
"
7'-1"
1'-0
1
8
"
2'-4"
1'-0"
2'-1
1
4
"
1'-0"
1
1
6'-1"
2'-0"
1
1 4
10'-0
1 4
"
1'-10
3 4
"
1
1 4
1'-0"
1'-0"
1
2'-4"
6'-1"
1
1 4
2'-0"
1
2'-1"
0'-10"
5'-3"
1
1
1 4
5'-10"
0'-9"
1'-9
1 4
"
0'-3
1
8
"
1
8'-3"
1
1 4
7'-1"
1'-0
1
8
"
1'-10
3 4
"
5'-6
1
2
"5'-6
1 2
"
0'-7"
0'-7"
2'-2"
1
1 4
1
1 2
1
1 2
1'-10
3 4
"
1'-0"
1'-0"
3'-8
1
8
"
1
0'-11
7 8
"
8'-0
1 4
"
1
1 4
4'-4"
5'-10"
4'-1
1 8
"
1
1 4
3'-11
1 2
"
3'-3
1
4
"
5'-6
1
2
"
3'-3
1
4
"
1
1 4
1
1
2
1'-11
3
8
"
6'-3"
4'-1
1 8
"
1'-10
3 4
"
1
1 4
2'-7
1
2
"
5'-4
1 2
"
2'-0
7 8
"
1'-9
7
8
"
1'-11
3
8
"
7'-11"
5'-1"
1
1 4
2'-0"
2'-8"
1
2'-0"
8'-0
7 8
"
4'-4
7
8
"
3
2'-1"
6'-0
1
4
"
7'-0"
1'-0"
8'-0"
2'-5
1
8
"
16'-0"
1
1
4
6'-8"4'-4"7'-0"
1'-0"
2'-7
7 8
"
6'-7
7 8
"
2'-6"
1'-11
1
8
"
1
1
1
4
0'-6"
0'-6"
3
0'-10
1
8
"
3
9'-0
1
4
"
1'-10
3
4
"
1'-2
7 8
"
0'-5
1
2
"
2'-6
1
8
"
2'-7
5 8
"
1
1
4
1
1
1
0'-10
3
8
"
4'-11
5 8
"
1
2'-5
1
4
"
6'-1
1
4
"
1'-8
1
2
"
6'-0
7
8
"
1'-8
1
8
"
1'-5
5 8
"
1
3'-11
7
8
"
1'-11
1
8
"
1
1
4
1
1
4
1
1'-11"
4'-0"
8'-4
1
2
"
6'-8
1
2
"
1'-0"
1'-0"
2'-1
7 8
"
1'-0"
1
1
3'-3
3
8
"
4'-8
7 8
"
2'-9
1
2
"
1
1
4
1
1
4
1
1 4
3'-3
1
2
"
3
3
1'-11
1
8
"
8'-11
3
4
"
2'-6
1
4
"
10'-6
3
8
"
0'-5
5
8
"
1'-3
1
8
"
1
1
4
1
1
2'-7
3 8
"
0'-5
5
8
"
0'-10
1
4
"
1'-9"
1
7'-6
1
4
"
2'-1
3
4
"
1
1
4
1'-10
1
8
"
1'-11"
2'-1"
8'-4"
2'-9"
1
1'-4"
9'-11
1
2
"
0'-6
1 2
"
0'-8
7 8
"
1
1
1
1
4
9'-8"
1'-1
7 8
"
2'-1"
0'-11
1
4
"
8'-0"
4'-0
7
8
"
11'-6"
0'-8
7
8
"
7'-3
1
8
"
1
11'-0
7
8
"
2'-1"
0'-7
3 8
"
4'-1
1 8
"
1
1
4
0'-3
1
4
"
1'-11"
1'-10
1
8
"
7'-1
3
4
"
10'-0
1
4
"
1
1
4
1
1
0'-5
1 2
"
1
1
1
1
4
3'-11
1
8
" 3'-1
7
8
" 3'-1
1
4
"
0'-7
3
4
"
10'-0"
1'-4"
1
1
4
1'-4
3 4
"
4'-5"
1'-0"
0'-8
1
8
"
1
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
41
1
4
1
1
4
1
1
4
1
1
4
1
1
41
1
4
1
1
4
1
1
41
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1 4
1
1 4
1
1 4
1
1
4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 41
1 4
1
1 4
1
1
4
1
1
4
1
1
4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1
4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 41
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 41
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 41
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
3
1
1 4
1
1 4
1
1 4
1
1 4
1
1 41
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1
4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 41
1 4
1
1 4
1
1 4
1
1
4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
7'-1"
1
1 4
1
1 4
1'-0
1
8
"
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 41
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1 4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1 4
1
1
4
1
1
4
1
1
4
1
1
4
1
1 4
1
1
4
1
1 4
1
1
4
1
1
4
1
1
4
1
1
4
1
1 4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
1
1
4
0'-9"
SECOND FLOOR SPRINKLER PIPING PLAN
SCALE: 1/8'' = 1'-0''
RISER NIPPLE
RISER ELBOW
STRUCTURAL HANGER
LATERAL OR LONGITUDINAL EARTHQUAKE BRACE
SYMBOL LEGEND
HYDRAULIC REFERENCE NODES
4 WAY EARTHQUAKE BRACE
END CAP
X"
X - X
DIAMETER OF PIPE
LENGTH OF PIPE
PIPE
#
#
#
SPRINKLER RISER
SPLAY HANGER
SEISMIC SEPARATION ASSEMBLY
FIRE RATED WALL PENETRATION
6-17-14
1/8 = 1'-0
NON-COMBUSTIBLE CONCEALED
SPACE (NFPA 13, 8.15.1.2.1)
NON-COMBUSTIBLE HYDRAULIC
FLUID (NFPA 13, 8.15.5.2)
2
NON-COMBUSTIBLE ELEVATOR
HOISTWAY (NFPA 13, 8.15.5.6)
3
NON-COMBUSTIBLE EXTERIOR
ROOF OR CANOPY
(NFPA 13, 8.15.7.2)
4
SMALL ROOM RULE
(NFPA 13, 8.6.3.2.4)
5
KEYNOTES
1
SPRINKLER BELOW DUCT
(NFPA 13, 8.8.5.2)
6
HYDRAULIC CALCULATIONS
LOCATION
NO. OF SPRINKLERS
BASIS OF DESIGN
1. DENSITY
2. DESIGNED AREA OF DISCHARGE
SYSTEM DEMAND AT BASE OF RISER
1. GPM DISCHARGE
2. RESIDUAL PRESSURE
THIS BUILDING IS PROTECTED BY A HYDRAULICALLY
DESIGNED AUTOMATIC SPRINKLER SYSTEM.
ATTIC NORTHWEST CORNER
23
.10 GPM/SQ.FT.
2025 SQ. FT.
343.69GPM
53.32 PSI
10
'-0
"
1'-6
"
9'-0
"
RESIDENT UNIT
LIVING
RESIDENT UNIT
BEDROOM
RESIDENT UNIT
BATHROOM
RESIDENT UNIT
BATHROOM
RESIDENT UNIT
BEDROOM
ALZ ACTIVITY
(170)
BAL'C
4
12
CLG
METAL
FRAMING
2 3
BLDG HGT (MAX)
29'-11"
HGT LIMIT
30'-0"
FIN FLR
FIN FLR
TOP PL
TOP PL
10
'-5
"
8'-6
"
10
'-5
"
9'-2
"
8'-6
"
9'-7
"
9'-7
"
7'-6
"
9'-0
"
8'-0
"
21
'-1
1
2
"
21
'-1
"
SPRINKLER
PENDENT TYPICAL
UPRIGHT SPRINKLER
TYPICAL
CONVERT TO
STEEL PIPE AT
ATTIC
3'-0
"
10
'-0
"
DINING ROOM
PRIVATE
DINING
RESIDENT UNIT
LIVING
RESIDENT UNIT
LIVING
RESIDENT UNIT
BEDROOM
RESIDENT UNIT
BATHROOM
CLG
METAL
FRAMING
2 3
HGT LIMIT
30'-0"
BLDG HGT (MAX)
29'-11"
TOP PL
FIN FLR
10
'-0
"
8'-6
"
9'-2
"
8'-0
"
CONVERT TO
STEEL PIPE AT
ATTIC
10
'-5
"
UPRIGHT SPRINKLER
TYPICAL
SPRINKLER
PENDENT TYPICAL
9'-7
"
9'-0
"
21
'-1
1
2
"
10
'-0
"
1'-6
"
9'-0
"
6"
2'-0"
5'-4"
1'-0
"
6'-0
"
KITCHEN
RESIDENT UNIT
BEDROOM
RESIDENT UNIT
BATHROOM
RESIDENT UNIT
BATHROOM
RESIDENT UNIT
BEDROOM
EXERCISE
4
12
6'-8" BOT
8'-0" CLG
FIN FLR
FIN FLR
TOP PL
TOP PL
EQUIPMENT SCREEN
WALL (STUCCO)
EQUIPMENT SCREEN
WALL (STUCCO)
VE
RIF
Y H
GT
SECTION A-A
FURRED WALL
METAL FRAMING
SIM 16/A7.1
CURB CURB
CLG
METAL
FRAMING
32
9'-2
"
10
'-0
"
8'-6
"
10
'-5
"
9'-2
"
8'-0
"
9'-7
"
7'-6
"
21
'-1
1
2
"
UPRIGHT SPRINKLER
TYPICAL
SPRINKLER
PENDENT TYPICAL
11
'-1
1
1
2
"
21
'-1
1
2
"
6-17-14
1/8 = 1'-0
BUILDING SECTION 1
SCALE: 1/8'' = 1'-0''
BUILDING SECTION 2
SCALE: 1/8'' = 1'-0''
BUILDING SECTION 3
SCALE: 1/8'' = 1'-0''
1. DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE FOLLOWING
CODES:
2013 CALIFORNIA BUILDING CODE
2007 CALIFORNIA FIRE CODE
2013 NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS
2. PROJECT SCOPE:
INSTALLATION OF NEW WET PIPE FIRE SPRINKLER SYSTEMS THROUGH OUT 2
STORY BUILDING. INSTALLATION TO START AT APPROXIMATELY 5 FEET
OUTSIDE OF THE BUILDING.
THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED TO 0.10 GPM
PER SQ. FT. OVER THE MOST REMOTE 1,500 SQ. FT. AREA.
3. BUILDING IS A RESIDENTIAL CARE FACILITY WITH AN AREA OF APPROXIMATELY
35,000 SQUARE FEET.
4. THE SPRINKLER SYSTEM IN THIS BUILDING SHALL BE MONITORED BY A CENTRAL
STATION SIGNALING SYSTEM FURNISHED AND INSTALLED BY THE ALARM
CONTRACTOR. ALL TAMPER SWITCHES AND WATER FLOW INDICATORS SHALL BE
INSTALLED BY THE SPRINKLER CONTRACTOR AND WIRED TO THE CENTRAL
STATION SIGNALING SYSTEM BY THE ALARM CONTRACTOR.
5. THE SPRINKLER SUBCONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, SEALING,
PATCHING, AND PAINTING REQUIRED FOR INSTALLATION OF THE SPRINKLER
SYSTEM. ALL PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED
WITH AN APPROVED MATERIAL AS PRESCRIBED IN THE CALIFORNIA BUILDING
CODE.
6. THE SPRINKLER SUBCONTRACTOR SHALL BE LICENSED BY THE STATE OF
CALIFORNIA FOR DESIGN AND INSTALLATION OF AUTOMATIC SPRINKLER SYSTEMS.
7. SYSTEM DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13.
MATERIALS TO BE UL LISTED OR FM APPROVED.
8. ALL PIPE SHALL BE CPVC, BLACK STEEL (ALLIED TUBE & CONDUIT WITH M-COAT),
ASTM 795 OR 53 OR DYNA FLOW, DYNA THREAD OR EQUAL.
9. ALL PIPE LENGTHS SHOWN ARE CENTER TO CENTER DIMENSIONS.
10. HANGER LOCATION FOR ALL PIPING SHALL BE IN ACCORDANCE WITH NFPA 13,
SECTIONS 9.2 THROUGH 9.2.5.4. SEE HANGER SCHEDULE AND/OR DETAILS FOR
TYPES OF HANGERS USED. ALTERNATE UL AND FM HANGER METHODS ARE
ACCEPTED AT NO ADDITIONAL COST TO THE OWNER.
11. PROVIDE RIGID COUPLINGS THROUGHOUT, EXCEPT FLEXIBLE COUPLINGS SHALL
BE INSTALLED AS FOLLOWS:
a. WITHIN 24 IN. OF THE TOP AND BOTTOM OF ALL RISERS;
b. ON BOTH SIDES OF CONCRETE OR MASONRY WALLS WITHIN 3 FT. OF THE WALL
SURFACE;
c. WITHIN 24 IN. OF BUILDING EXPANSION JOINTS;
d. WITHIN 24 IN. OF THE TOP AND BOTTOM OF DROPS TO HOSE LINES, RACK
SPRINKLERS, AND MEZZANINES, REGARDLESS OF PIPE SIZE;
e. WITHIN 24 IN. OF THE TOP OF DROPS EXCEEDING 15 FT. IN LENGTH TO
PORTIONS OF SYSTEMS SUPPLYING MORE THAN ONE SPRINKLER,
REGARDLESS OF PIPE SIZE;
f. ABOVE AND BELOW ANY INTERMEDIATE POINTS OF SUPPORT FOR A RISER OR
OTHER VERTICAL PIPE.
17. ALL WELDING TO BE DONE BY CERTIFIED WELDERS.
18. JOINING OF PIPE AND FITTINGS SHALL BE DONE WITH GROOVED COUPLINGS WHEN
LIGHTWALL PIPE IS USED OR THREADED CAST IRON OR DUCTILE IRON FITTINGS
WITH THREADABLE PIPE.
19. ALL INSPECTOR'S TEST CONNECTIONS AND LOW POINT DRAINS SHALL BE IN
ACCORDANCE NFPA 13 (UNLESS NOTED OTHERWISE) AND SHALL BE DISPLAYED
ON SHOP DRAWINGS. MOUNTING HEIGHTS OF CONTROL VALVES SHALL BE 5'-0"
A.F.F. MOUNT CONTROL VALVES FOR INSPECTOR'S TEST CONNECTION AND LOW
POINT DRAINS INSIDE BUILDING. PIPE DRAIN LINES TO EXTERIOR OF BUILDING.
AUXILIARY DRAINS AND INSPECTOR'S TEST CONNECTIONS SHALL BE LOCATED
TIGHT AGAINST THE PERIMETER WALLS. COORDINATE WITH THE ARCHITECT FOR
ACCEPTABLE LOCATIONS.
20. TEST AND DRAIN ASSEMBLIES CAN BE USED IN LIEU OF INSPECTORS TEST
CONNECTION SHOULD BE PROVIDED AT AT THE MOST REMOTE SECOND FLOOR.
21. THE OVERHEAD PORTION OF THIS SYSTEM SHALL BE TESTED AT 200 PSI FOR 2
HOURS. THE UNDERGROUND PORTION OF THIS SYSTEM SHALL BE FLUSHED IN
ACCORDANCE WITH NFPA 24 BEFORE CONNECTION WITH THE OVERHEAD SYSTEM
AND BE TESTED AT 200 PSI FOR 2 HOURS.
22. FINISHED CEILING SPRINKLERS SHALL BE WHITE CONCEALED QUICK RESPONSE.
SPRINKLERS IN T-BAR CEILING SHALL BE WHITE RECESSED QUICK RESPONSE
WITH WHITE RECESSED ESCUTCHEONS AND SHALL BE PLACED IN QUARTER POINT
OR CENTER OF 2x4 TILE.
23. SPRINKLER CONTRACTOR TO COORDINATE AND ADJUST SPRINKLERS TO
ELECTRICAL, MECHANICAL, STRUCTURE AND ALL OTHER TRADES AT NO
ADDITIONAL COST.
24. OWNER SHALL BE PROVIDED WITH TEST CERTIFICATES, CARE & MAINTENANCE
BOOK, AND A SPARE HEAD CABINET WITH SPRINKLERS AND A WRENCH IN
ACCORDANCE WITH NFPA 13.
25. DELIVERY OF ALL MATERIALS AND EQUIPMENT TO THE JOB SITE SHALL BE
SCHEDULED TO ASSURE COMPLIANCE WITH THE PREDETERMINED CONSTRUCTION
SCHEDULE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STORAGE AND
HANDLING ALL MATERIALS AND EQUIPMENT ON THE JOB SITE, INCLUDING
FURNISHING OF ANY STORAGE FACILITIES OR STRUCTURE REQUIRED.
26. UNDERGROUND PIPING FOR WATER SUPPLY SHALL BE 6" DUCTILE IRON PIPE OR
PVC.
27. ALL NEW FIRE SYSTEM PIPING (ABOVE GROUND) SHALL BE SCHEDULE CPVC ON
THE FIRST FLOOR AND 10 AND 40 BLACK STEEL IN THE ATTIC FOR INTERIOR
INSTALLATION, AND GALVANIZED FOR EXTERIOR INSTALLATION, UNLESS
OTHERWISE NOTED.
28. ALL FIRE SYSTEM EQUIPMENT TO BE UL LISTED AND/OR FM APPROVED FOR FIRE
PROTECTION USE.
29. ALL HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13; AND JOIST
AND HANGER MANUFACTURER'S INSTALLATION INSTRUCTIONS.
30. FIRE PROTECTION CONTRACTOR SHALL BE FIELD VERIFY ALL DIMENSIONS AND
COORDINATE WITH OTHER TRADES PRIOR TO INSTALLATION.
31. UNDERGROUND FITTINGS SHALL BE RESTRAINED USING THRUST BLOCKS IN
ACCORDANCE WITH NFPA 24.
32. UNDERGROUND PIPING TO BE FLUSHED PRIOR TO ANY ABOVE GROUND PIPING
BEING CONNECTED TO THE UNDERGROUND. FLUSHING SHALL BE IN
ACCORDANCE WITH NFPA 13, NFPA 24, AND DSA REQUIREMENTS.
33. PRIOR TO ANY UNDERGROUND EXCAVATION, BLUE-STAKE INFORMATION MUST BE
OBTAINED.
34. ALL UNDERGROUND PIPE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2
HOURS IN ACCORDANCE WITH NFPA 13, NFPA 24.
35. A COPY OF COMPLETED AND SIGNED "CONTRACTOR'S MATERIALS & TEST
CERTIFICATE FOR UNDERGROUND PIPING" SHALL BE SUBMITTED TO THE OWNER
BY THE CONTRACTOR AT THE CONCLUSION OF THE PROJECT.
36. A WATER FLOW ALARM TEST SHALL BE CONDUCTED BY OPENING THE
INSPECTOR'S TEST VALVE OR ALARM BYPASS VALVE. AN ALARM MUST SOUND
WITHIN 5 MINUTES FOR LOCAL ALARM BELL (WITNESS BY PROJECT INSPECTOR.
37. CONNECTIONS TO PROTECTED PREMISES AND SUPERVISING STATION FIRE ALARM
SYSTEMS SHOULD BE TESTED TO VERIFY RECEIPT OF TRANSMISSION OF ALARMS
FROM AUTOMATIC FIRE EXTINGUISHING SYSTEMS WITHIN 90 SECONDS OF
INITIATION. (WITNESSED BY PROJECT INSPECTOR).
38. SIGNAGE SHALL BE PROVIDED AS REQUIRED, INCLUDING "RISER ROOM
IDENTIFICATION".
39. FLOW SWITCH SHALL BE CONNECTED TO A 10 INCH OUTSIDE ALARM BELL OR
OTHER AUDIBLE ALARM DEVICE AT EACH RISER. APPROVED IDENTIFICATION SIGNS
SHALL BE PROVIDED ON THE OUTSIDE ALARM BELL "SPRINKLER FIRE ALARM -
WHEN ALARM SOUNDS CALL 911 / FIRE DEPARTMENT".
40. A LABEL OF THE SELF-ADHESIVE TYPE SHALL BE PLACED ON THE FIRE
DEPARTMENT CONNECTION OR ON THE RISER FOR FIRE SPRINKLER SYSTEM AND
SHALL INCLUDE THE DATE OF INSTALLATION AND/OR DATE SERVICE WAS
PERFORMED AND LICENSED NUMBER OF PERSON PERFORMING SERVICE WORK.
HYDRAULIC CALC PLATE SHOULD BE PROVIDED ON THE RISER.
41. SPRINKLER CONTRACTOR SHALL COMPLETE AND SIGN CONTRACTOR'S MATERIAL
AND TEST CERTIFICATE FOR THE ABOVEGROUND PIPING. THIS FORM SHALL BE
GIVEN TO THE PROJECT INSPECTOR.
42. REFERENCE THE CIVIL DRAWINGS FOR ADDITIONAL FIRELINE INFORMATION.
43. REFER TO THE ARCHITECTURAL DRAWINGS FOR ACTUAL BUILDING DIMENSIONS
AND DETAILS. DO NOT SCALE "FP" DRAWINGS FOR CONSTRUCTION PURPOSES.
44. REFER TO THE FIRE PROTECTION SPECIFICATIONS FOR ADDITIONAL INFORMATION
REGARDING THE FIRE PROTECTION SYSTEM.
GENERAL NOTES GENERAL NOTES CONTINUED
SPRINKLER
BRANCHLINE
PENDENT SPRINKLER WITH
ESCUTCHEON ASSEMBLY
DROP TO FINISHED CEILING
(INSTALL 401 CANOPY WHERE SURFACE MOUNTED LIGHTS ARE
USED) DROP TO CENTER OR QUARTER POINT OF TILE
1" X 1/2" REDUCING
COUPLING
1" DROP
SUSPENDED CEILING
1" ARMOVER
1" 90 ELBOW
ARMOVER DETAIL
NTS
NTS
SYMBOL =
SPLAY HANGER AT WOOD JOIST
TOLCO FIG. 1000
``FAST CLAMP''
RISER PIPE
TOLCO FIG. 1000 ``FAST
CLAMP'' SWAY BRACE
ATTACHMENT
NO-THREAD SWIVEL SWAY
BRACE FITTING
TOLCO FIG. 909 (2)
NTS
#14 x 1 TEK SCREW #14 x 1 TEK SCREW
MTL STUD
4 WAY EARTHQUAKE BRACE AT METAL STUDS
SYMBOL =
SPRINKLER
BRANCHLINE
INTERIOR WALL
SUSPENDED CEILING
1" DROP
SUSPENDED CEILING
SIDEWALL SPRINKLER DETAIL
NTS
4"-6"
SIDEWALL SPRINKLER WITH
ESCUTCHEON ASSEMBLY
INTERIOR WALL
1" x
1
2
" REDUCER
3" RISER
3" STANDARD
CHECK VALVE
4-WAY BRACE AT TOP OF
SPRINKLER SYSTEM RISER
TYPICAL FOR ALL FLOORS
SECOND
FLOOR
2" ANNULAR
CLEARANCE
2 1/2 x11 FLANGE
6x11 WELD FLANGE
6" AMES SERIES IBR
MJ90 WITH THRUST BLOCK PER
N.F.P.A. 24. SEE CIVIL DRAWINGS
FOR THRUST BLOCK SIZE, DETAILS
AND CALCULATIONS.
2" ANNULAR CLEARANCE
FILLED WITH MASTIC
TWO STORY RISER DETAIL
NTS
CONTRACTOR TO
COORDINATE LOCATION WITH
ARCHITECT AND DRAIN TO
EXTERIOR
BOR
FLEXIBLE COUPLING
24" M
AX
.
24" M
AX
.
FLEXIBLE
COUPLING
10" ALARM BELL
WIRED BY OTHERS
SPARE SPRINKLER CABINET
WITH 3 OF EACH TYPE OF SPRINKLER
(NEVER FEWER THAN 6 SPRINKLERS)
STRAPPING
ROD TYPICAL
POTTER FLOW SWITCH
1
1
4
" TEST AND DRAIN
W/ PRESSURE RELIEF VAVLE
300 lb. PRESSURE GAUGE
TO FIRST FLOOR
SPRINKLER SYSTEM
TOR
REFER TO CIVIL
DRAWINGS FOR DETAILS
AND ADDITIONAL
UNDERGROUND PIPE
INFORMATION
FLEXIBLE
COUPLING
FLEXIBLE
COUPLING
NOMINAL PIPE
CPVC BLAZEMASTER
SIZE (in.)
MAXIMUM DISTANCE BETWEEN HANGERS
9'-0
2
1
2
"
6'-6
1
1
4
"
65'-6
1"
2"
1
1
2
"
8'-07'-0 10'-0
3"
3
4
"
6-17-14
1/8 = 1'-0
ADJUSTABLE RING HANGER
TOLCO FIG. 200
GST 20 SAMMY'S SCREW
WOOD MEMBER
SPRINKLER PIPE
SURGE RESTRAINER
TOLCO FIG. 25
NTS
SYMBOL =
TYPICAL HANGER AT GLB
FIRE SEAL
ROOF SHEATHING
GLU LAM BEAM
MAIN PIPE TO BE BRACED
SWIVEL SWAY BRACE
FITTING TOLCO FIG. 909
1" SCH. 40 PIPE
LONGITUDINAL BRACE AT GLB
NTS
SYMBOL =
HANGER ROD
4" MAX.
FROM BRACE
MINIMUM
1
2
DEPTH OF BEAM
BUT NO LESS THAN 3"
PIPE CLAMP FOR
SWAY BRACE
TOLCO FIG. 4A
FIRE SEAL
1
2
" x ___ HEX BOLT WITH NUT
AND WASHER
1" SCH. 40 PIPE
TOLCO FIG. 1000 SWAY
BRACE CLAMP OR
APPROVED EQUAL
PIPE TO BE BRACED
SWIVEL EQ. FITTING
TOLCO 909
FIRE SEAL
ROOF SHEATHING
GLU LAM BEAM
LATERAL BRACE AT GLB
NTS
SYMBOL =
HANGER ROD
4" MAX. FROM BRACE
MINIMUM
1
2
DEPTH OF BEAM
BUT NO LESS THAN 3"
1
2
" x ___ HEX BOLT WITH NUT
AND WASHER
LAG BOLT
TOLCO
STANDARD PIPE STRAP
TOLCO
WOOD MEMBER
NTS
SYMBOL =
TYPICAL HANGER AT GLB
15-0
8"
N/A
NOMINAL PIPE
THREADED LIGHTWALL
STEEL PIPE EXCEPT
THREADED LIGHTWALL
SIZE (in.)
STEEL PIPE
MAXIMUM DISTANCE BETWEEN HANGERS
15-0
12-0
2
1
2
"
12-0
12-0
1
1
4
"
12-0
12-0
N/A
N/A
1"
2"
1
1
2
"
15-0
12-0
15-0
12-0
15-0
N/A
3
1
2
"
15-015-0
12-0 N/A
3" 4"
N/A
15-0
N/A
15-0
5" 6"
3
4
"
0.75
80 5.96 476.40
71.46
547.86
BRACE INFORMATION SEISMIC BRACE ATTACHMENTS
LENGTH OF BRACE:7'-0" MAX
DIAMETER OF BRACE:1"
TYPE OF BRACE:SCH. 40
ANGLE OF BRACE:45 -59
LEAST RAD. OF GYRATION:0.42
L/R VALUE:200
MAXIMUM HORZ. LOAD:1,310
FASTENER INFORMATION
FASTENER ORIENTATION:
TYPE:
DIAMETER:
LENGTH:
MAXIMUM LOAD (LBS):
MAKE: TOLCO MODEL: 1000
LISTED LOAD RATING: 2,015
ADJ'D LOAD RATING PER 9.3.5.10.3: 1,425
MAKE: TOLCO MODEL: 909
LISTED LOAD RATING: 2,015
ADJ'D LOAD RATING PER 9.3.5.10.3:
1,425
MAKE: TOLCO MODEL:
LISTED LOAD RATING:
ADJ'D LOAD RATING PER 9.3.5.10.3:
STRUCTURE ATTACHMENT FITTING OR
TENSION ONLY SYSTEM:
MAKE: TOLCO MODEL: 909
LISTED LOAD RATING: 2,015
ADJ'D LOAD RATING PER 9.3.5.10.3: 1,425
LONGITUDINAL BRACE
LATERAL BRACE
SWAY BRACE CALCULATION - STEEL APPLICATION
4A
2,015
1,425
1
2
"
NFPA TYPE "E"
2,050
LATERAL BRACE
0.75
40 5.96 238.20
0 3.85 0.00
0 2.71 0.00
300 2.20 659.25
60 1.54 92.25
989.70
148.46
1138.16
DIAMETER TYPEQTY
TOTAL WEIGHT (LBS.)LENGTH
TOTAL ASSIGNED LOAD OF ALL PIPE WITHIN THE ZONE OF INFLUENCE:
PERCENTAGE ADDED FOR FITTINGS AND SPRINKLERS: (15%)
FOR ZONE OF INFLUENCE, SEE SHEET FP-2.2
LONGITUDINAL BRACE CALCULATION
TOTAL WEIGHT OF FILLED PIPE (LBS):
DIAMETER TYPEQTY
TOTAL WEIGHT (LBS.)LENGTH
TOTAL ASSIGNED LOAD OF ALL PIPE WITHIN THE ZONE OF INFLUENCE:
PERCENTAGE ADDED FOR FITTINGS AND SPRINKLERS: (15%)
WEIGHT PER FT.
WEIGHT PER FT.
3" SCHD 40
2" SCHD 40
1 1/2" SCHD 40
1 1/4" SCHD 40
1" SCHD 40
3" SCHD 40
Dry Sprinkler Seal Within the Ceiling
Seal
Insulated
Ceiling
Dry Sprinkler Seal on the
Seal Part No. 13864
(or equivalent method)
Clearance
Opening
Exterior of the Ceiling
NTS
DRY DROP SPRINKLER DETAIL
TO ATTIC & SECOND FLOOR
SPRINKLER SYSTEM
FIG. 20S FLUSH-MOUNT PIPE STRAP
MINIMUM FASTENER SIZE ACCEPTABLE
IS FURNISHED WITH THE HANGER AND IS THE
HARDENED HEX HEAD SELF THREADING SCREW
CPVC SINGLE FASTENER STRAP TYPE HANGER
FIGURE 22 - CPVC HANGER
HARDENED HEX HEAD SELF THREADING SCREW
IS FURNISHED WITH THE HANGER AND IS THE
MINIMUM FASTENER SIZE ACCEPTABLE
CPVC DOUBLE FASTENER STRAP TYPE HANGER
FIGURE 23 - CPVC HANGER
MINIMUM FASTENER SIZE ACCEPTABLE
IS FURNISHED WITH THE HANGER AND IS THE
HARDENED HEX HEAD SELF THREADING SCREW
CPVC DOUBLE FASTENER STRAP TYPE HANGER
FIGURE 24 - CPVC HANGER
FIG. 20L LONG PIPE STRAP
FIGURE 22-C- HANGER APPLICATION
UTILIZES (2) TOLCO FIG. 22 ONE-HOLE STRAP FOR CPVC
FIG. 126
LAG BOLT
FIG. 20S
FLUSH-MOUNT
PIPE STRAP
FIG. 126
LAG BOLT
FIG. 20L
LONG PIPE STRAP
VERTICAL PIPING SHALL BE SUPPORTED AT EACH FLOOR LEVEL
OR AT 10 FOOT INTERVALS, WHICHEVER IS LESS.
FLOOR
PLASTIC COUPLING OR
COLLAR ADHERED TO
VERTICAL PIPING SHALL BE SUPPORTED AT EACH FLOOR LEVEL
PIPE
SNUG BUT NOT TIGHT
RISER CLAMP
OR AT 10 FOOT INTERVALS, WHICHEVER IS LESS.
COLLAR ADHERED TO
PLASTIC COUPLING OR
PIPE
STRUT TO WALL
SNUG BUT NOT TIGHT
2 HOLE PIPE STRAP
AT FLOOR PENETRATION
VERTICAL SUPPORT OF BLAZEMASTER PIPE
NTS
AT MID FLOOR LOCATION
Hangers and Bracing
Because BlazeMaster pipe is rigid, it requires fewer supports than flexible plastic
systems. Most hangers designed for metal pipe are suitable for BlazeMaster pipe. Do
not use undersized hangers. Hangers with sufficient load bearing surface shall be
selected based on pipe size, i.e., 1½" hangers for 1½" pipe. The hanger shall not have
rough or sharp edges which come in contact with the pipe. The pipe hangers must
comply with the requirements in NFPA 13, 13R, and 13D. For Quick Response upright
sprinklers, rigid hangers secured to the ceiling shall be used. For installation of
exposed BlazeMaster CPVC, listed support devices for thermoplastic sprinkler piping or
other listed support devices shall be used which mount the piping directly to the ceiling
or sidewall.
When a sprinkler head activates, a significant reactive force can be exerted on the pipe.
With a pendent head, this reactive force can cause the pipe to lift vertically if it is not
properly secured, especially if the sprinkler drop is from small diameter pipe. The
closest hanger shall brace the pipe against vertical lift-up.
Since BlazeMaster CPVC is more ductile than metallic sprinkler pipe, it has a greater
capacity to withstand earthquake damage.In areas subject to earthquakes,
BlazeMaster fire sprinkler systems shall be designed and braced in accordance with
local codes or NFPA 13.
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