SFS START POINT - Seattle Housing Authority
Transcript of SFS START POINT - Seattle Housing Authority
ABOVE FINISHED FLOOR
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
AS-BUILT SITE PLAN
CERTIFICATE OF COMPETENCY STAMP
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
TOTAL THIS SHEET OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
1 10AARON N. 11/20/2013B. COOK
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
SITE PLANN
SECTION A/1FACING SOUTH
NTS
0 10 50
SCALE 1" = 20'
3020 40
CLASS 1 PER NFPA 14 - 2007 EDITION
COMBINATION STANDPIPE
5. FIRESTOPPING.4. ALL UNDERGROUND WORK.
2. ELECTRICAL WIRING OF ANY KIND.1. PAINTING OR LABELING OF SPRINKLER PIPING.
3. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING.
SCOPE OF WORK
CLARIFICATIONS
EXCLUSIONS
1. ALL AREAS PROTECTED BY THE WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. TO PREVENT FREEZING.
ORDINARY GROUP 1 HAZARD PER NFPA 13 - 2007 EDITIONDESIGN DENSITY: .15 GPM/SQ. FT. OVER 1950 SQ. FT.
LIGHT HAZARD PER NFPA 13 - 2007 EDITIONDESIGN DENSITY: .10 GPM/SQ. FT. OVER 900 SQ. FT.
OFFICE
PARKING
2. INSULATION CONTRACTOR TO PROVIDE TENTING OF ATTIC INSULATION OVER THE WET SPRINKLER PIPING IN THE ATTIC TO PROTECT THE SYSTEM FROM FREEZING.
SMITH FIRE SYSTEMS (SFS) WILL INSTALL A COMBINATION WET PIPE SPRINKLER/STANDPIPE SYSTEMWITH SECTIONAL FLOOR CONTROL VALVES TO PROTECT THE INTERIOR OF THE BUILDING. A DRYSYSTEM WILL BE INSTALLED TO PROTECT THE COLD GARAGE AREA. A CLASS 1 WET STANDPIPE WILLBE INSTALLED IN BOTH STAIRWELLS WITH 2 1/2" FIRE HOSE VALVES. SFS WILL START INSIDE THEBUILDING AT A 6" SUPPLY FLANGE. THE SYSTEMS WILL BE INSTALLED PER NFPA 13, 2007 EDITION &NFPA 14, 2007 EDITION AND PER THE CITY OF SEATTLE.
RESIDENTIAL AREAS:PER NFPA 13 - 2007 EDITION.
THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED
PIPESIZE
1 1/2
1 1/4
3. ALL CPVC PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE:
1
2
3/4 0.0312
0.0495
CAPACITYIN GALLONS
0.1042
0.1637
0.0793
END PREP TYPES ALLOWED
0.088
0.107
0.151
0.186
0.133
WALLTHICKNESS
** PER SDR 13.5 ASTM F 442
0.874
1.101
1.598
2.003
1.394
INTERNALDIAMETER
PLAIN END
PLAIN END
PLAIN END
PLAIN END
PLAIN END 0.427
0.674
1.412
2.223
1.078
WEIGHT OFWATER / PIPE
3.94
2.83
2.05
2.92
5.10
0.044
0.198
0.122
0.078
0.298
CAPACITYIN GALLONS
WEIGHT OFWATER / PIPE
17.300
23.030
40.080
11.03
1.144
2.78
0.758
1.649
7.18 0.448
END PREP TYPES ALLOWED
2.185
1.710
1.380
1.049
2.703
0.095
0.140
0.095
0.133
0.086
INTERNALDIAMETER
WALLTHICKNESS
2 FLOW PIPE
FLOW PIPE
40
401
FLOW PIPE
1 1/2
1 1/4
2 1/2
PIPESIZE
SCHEDULE
5.295
6.357
8.249
4.298
0.134
0.134
0.188
0.101
105
**
**
6
8
4 FLOW PIPE
** WALL THICKNESS PER NFPA # 13
3.3143 FLOW PIPE 0.093
ROLL GROOVED, PLAIN END ( FOR BUTT WELDING )
ROLL GROOVED, PLAIN END ( FOR BUTT WELDING )
ROLL GROOVED, PLAIN END ( FOR BUTT WELDING )
ROLL GROOVED, PLAIN END ( FOR BUTT WELDING )
ROLL GROOVED, PLAIN END ( FOR BUTT WELDING )
STEEL PIPE ASTM A - 795 OR BETTER
ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING )
ROLL GROOVED, POLISHED, PLAIN END ( FOR BUTT WELDING )
THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED
ROLL GROOVED, PLAIN END ( FOR BUTT WELDING )
1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE:
2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED ( ||| ) WHICH ARE FLEXIBLE.
GENERAL NOTES
442
1/2" 155°
1/2" 155°
41/2" 155°
THREADSIZE
TEMP.RATING
QUANTITY
11
1/2"4
200°BRZ
CHROME
WHITE
HEADFINISH
SSU
SSP
SSPTYPE
F1FR56
F1FR56
F1RES49MODEL
BRZSSU F1FR565.6
5.6
SPARE SPRINKLERS & WRENCHES
4.9
5.6RELIABLE
RELIABLE
RELIABLE
RELIABLE
MANUFACTURER
RELIABLE MODEL D HEAD WRENCH
RELIABLE MODEL GFR1 SPRINKLER WRENCH
1
K FACTOR
2
MODEL #
350ABGVIC
DESCRIPTION
4"
SIZE
1
QTY.
RISER EQUIPMENT LIST
DOUBLE CHECK VALVE ASSEMBLY WITHBUTTERFLY CONTROL VALVES WITH BUILT IN SUPERVISORY SWITCHES.
MANUFACTURER
WILKINS
A-42 12 HEAD RELIABLE9
1
ITEM
1. PIPE ALL DRAINS TO SAFE DISCHARGE OUTSIDE.
SPARE HEAD CABINET CONTAINING THE FOLLOWING:
2. RISER ROOM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. 3. MAINTAIN 2" ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS.
7 1 400 GAL AIR COMPRESSOR GAST 5LCA-22-M550NGX
PROPERTY LINE
NEW UNDERGROUND BY OTHERS
STREET CENTERLINE
NEW VALVE BY OTHERS
EXISTING HYDRANT
EXISTING UNDERGROUND
NEW METER BY SPU
SITE PLAN SYMBOLS
FLANGE PLANN
420
SCALE 1/2"=1'-0"
RISER DETAIL420
SCALE 1/2"=1'-0"FACING WEST
DESIGN CRITERIA
DESIGN DENSITY: .10 GPM/SQ. FT. OVER THE MOST DEMANDING 4 SPRINKLERS AND PERTHE SPRINKLER LISTING
STATIC PRESSURE:RESIDUAL PRESSURE:FLOW:DATE OF TEST: TEST LOCATION
SOURCE:
81 PSI20 PSI
EAST FIR AND 11TH AVE236'
4-19-132300 GPM
ELEVATION:
WATER SUPPLY INFORMATION
MODEL PROVIDED BY SEATTLE PUBLIC UTILITIES
---1 AIR MAINTENANCE DEVICE A2RELIABLE
---1 PRESSURE SWITCH/ SUPERVISORY AIR PS40POTTER ELECTRIC---1 PRESSURE SWITCH- ALARM PS10POTTER ELECTRIC
456
RELIABLE DDXLPDRY PIPE VALVE W/ BUTTERFLY VALVE1 4"W/ BUILT IN TAMPER SWITCH
3
2 4"1 SFS SHOTGUN RISER INCLUDING:4"1 WATER FLOW SWITCH VSRPOTTER ELECTRIC2"1 TEST AND MAIN DRAIN 1000AGF
1/4"1 WATER PRESSURE GAUGE 1005PXULASHCROFT
DESIGN DENSITY : 500 GPM @ 100 PSI AT ROOF(250 GPM PER HOSE VALVE WITH A MAXIMUM 1000 GPM)
DEMAND AT FIRE DEPARTMENT CONNECTION :750 GPM AT 162.1 PSI
HYDRAULIC CALCULATION DATA
STANDPIPE SYSTEM
CLASS 1 WET STANDPIPESTAIR 3
8016,144LVL P1
( GPM TOTAL HOSE ALLOWANCE)PSIGPM ATDEMAND AT PUBLIC MAIN
( GPM INSIDE HOSE ALLOWANCE)PSIGPM ATDEMAND AT BASE OF RISER
GPM OVER 1950 SQ. FT.DENSITY:
HYDRAULIC CALCULATION DATA
TOTAL:
NUMBER OFSPRINKLERS
AREASQ. FOOTAGE
AREADESCRIPTION
SYSTEM
SYSTEM CAPACITY: 332 GALLONS
615.8
365.8
60.4
57.9
.15
250
0
DRY
16,144 80
15217,894LVL 1
( GPM TOTAL HOSE ALLOWANCE)PSIGPM ATDEMAND AT PUBLIC MAIN
( GPM INSIDE HOSE ALLOWANCE)PSIGPM ATDEMAND AT BASE OF RISER
GPM OVER 4 DEMANDING SPRINKLERSDENSITY:
HYDRAULIC CALCULATION DATA
TOTAL:
NUMBER OFSPRINKLERS
AREASQ. FOOTAGE
AREADESCRIPTION
WET SYSTEM
18817,833LVL 217616,720LVL 317616,725LVL 416915,949LVL 514913,304LVL 6
162.2
62.2
65.3
63.0
.10
100
0
98,425 1010
FACING NORTH
1/2" 175°WHITESSP F1RES49 4.9RELIABLE
1/2" 200°CHROMESSP F1FR56 5.6RELIABLE21/2" 155°BRZSSU F156 5.6RELIABLE23/4" 155°BRZSSU GFR-VELO 14.0RELIABLE
RELIABLE MODEL H HEAD WRENCH
BASE DESIGN DENSITY: 0.10 GPM/SQ.FT. OVER 1500 SQ.FT.SECTION 11-2.3.2.3.1 ALLOWS A REDUCTION IN THE DESIGN AREA WITHOUT REDUCING THEDENSITY WHERE LISTED QUICK-RESPONSE SPRINKLERS ARE USED THROUGHOUT AND WHENALL THE FOLLOWING CONDITIONS ARE MET: 1) WET PIPE SYSTEM. 2) LIGHT HAZARD OR ORDINARY HAZARD OCCUPANCY. 3) 20 FOOT MAXIMUM CEILING HEIGHT. 4) THE NUMBER OF SPRINKLERS IN THE DESIGN AREA SHALL NEVER BE LESS THAN FIVE. 5) THERE ARE NO UNPROTECTED CEILING POCKETS EXCEEDING 32 SQ. FT.
X = CEILING HEIGHT = 10'-0" Y = PERCENT REDUCTION TO DESIGN AREA Y = -3X / 2 + 55 Y = -3(10) / 2 + 55 = 40% REDUCTION
1500 X 40% = 600.00 SQ.FT. REDUCTION 1500 - 600 = 900 SQ. FT. DESIGN AREA
FINAL DESIGN DENSITY: 0.10 GPM/SQ.FT. OVER 900 SQ.FT.
PER NFPA 13(2007) 11.2.3.2.5: FOR DRY PIPE SYSTEMS THE AREA OF SPRINKLER OPERATION SHALL BE INCREASED BY 30 PERCENT WITHOUT REVISING THE DENSITY.
1500 SQ.FT. X 30% = 450 SQ.FT. + 1500 SQ.FT. = 1950 SQ.FT.
FINAL DESIGN DENSITY: 0.15 GPM/SQ.FT. OVER 1950 SQ.FT.
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
NEW FIRE DEPARTMENT CONNECTION
8 1 4" SWING CHECK VALVE GLOBE RCV
BIKE
STORAGE
RESIDENT
STORAGE
PARKING
LOBBY
STAIR
1
COMMUNITY
ROOM
4810
R-38 RIGID INSULATION
11 78" TJI'S
6
T.O. PLATE294'-6"
LEVEL 6286'-3"
LEVEL 1237'-9"
12 13 2579
11
ROOF296'-6"
LEVEL 5277'-0"
LEVEL 4267'-9"
LEVEL 3258'-6"
LEVEL 2249'-3"
LEVEL P227'-9"
10" CONCRETE SLAB
14" PT SLAB
1/412
ROOF MEMBRANE SYSTEMOVER PLYWOOD SHEATHING
OVER WOOD TRUSS
11 78" TJI'S
11 78" TJI'S
11 78" TJI'S
COMBUSTIBLE VOID TO BEFILLED ENTIRELY WITHINSULATION BY OTHERS
10'-0
"11
'-6"
9'-3
"9'
-3"
9'-3
"9'
-3"
3
237'-9"LEVEL 2
227'-9"LEVEL 2
1'-5"
6'-9
"
SFS S
TART
POINT
6" SUPPLY FLANGEAT 6" FROM FOW
237'-9"LEVEL 1
DPV
P
P
T
4
63 5
1
1
BF2
BOR
BR1
BF1
B
249'-3"LEVEL 2
A
BR2
6"2'
4.5"
4'-1
1.5"
1'-9
"
4"5"
6"1'
-7"
5"4.
5"
1'-8
.5"
2'-1
0"1'
-7"
5"
11
6"
4
(1-6
)SS
4
(1-1
0)S
S
4
(1-7
)SS
4
(1-7
)
4
(5-0
.5)
4
(2-1
0)
4
(1-7
)
4
(2-0)
6"
5"5"
2'-9"
7.5"
1'-.5"
7AC
EB
ELECTRIC BELLBY OTHERS
9
DRY SYSETM
COMBINATIO
N WET
STANDPIP
E SYSETM
4'-5" 2' 5'-2" 2'-5"
W
2
TR1 TR2
1 RED
2 RED
1 BLUE
2 BLUE
SFS S
TART
POINT
9
4
(1-7
)
4
(4-1
)
1
COMBINATIO
N WET
STANDPIP
E SYSETM
2'-6
"
4.5"
3'-8
.5"
1'-7
"
5"
FDC PIP
ING
8
(2)4" EPOXYCOATED ELBOW
4" EPOXYCOATED ELBOW
6X4 EPOXY COATEDFLG X GRV
6"
DI
(2)PIPE STAND
TOWN HOMESUPPLY PIPING
4
(1-2
.5)
4
(0-4)
4
(0-7.5)
4(3-
2)SS
4
(0-9
.5)
4
(8-11.5)
WELDED LEGELBOW
E FIR ST
BUILDING BUNDER SEPERATEPERMIT
BOREN AVE
11TH
AV
E
RISER LO
CATION
SEE DETA
IL TH
IS S
HEET
A
6" D
I
EAST FIR BUILDING ACONSTRUCTION TYPE: I-A, V-AOCCUPANCY TYPE: A-3, R-2, S-2, BPARCEL NUMBER: 114200-4555, 114200-2535, 409230-2265FFE: LEVEL 1 - 237.75'
BUILDING SQUARE FOOTAGE: LEVEL P1 16144LEVEL 1 17894LEVEL 2 17833LEVEL 3 16720LEVEL 4 16725LEVEL 5 15949LEVEL 6 13304TOTAL 114,569 SQ. FT.
M1
BOR
M2
SRC
1 12
A
K
1
6" DI
8" DI
SFS START POINT
ELECTIC BELLBY OTHERS
BUILDING CUNDER SEPERATEPERMIT
BUILDING DUNDER SEPERATEPERMIT
ABOVE FINISHED FLOOR
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
LEVEL P
CERTIFICATE OF COMPETENCY STAMP
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
TOTAL THIS SHEET
LEVEL PN
160 8
SCALE 1/8"=1'-0"
FITTER/LISTER NOTES:1. ALL DRY SYSTEM BRANCHLINES ARE TO BE SLOPED AT 1/2" PER 10' MIN.2. ALL DRY SYSTEM MAINS ARE TO BE SLOPED AT 1/4" PER 10' MIN.3. LATERAL BRACING SHALL NOT BE REQUIRED WHERE PIPES ARE SUPPORTED BY RODS LESS THAN 6". (SECTION 9.3.5.3.8)
INDICATES WET PIPING LOCATED ABOVE BATT INSULATION
INSPECTORS TEST DETAIL DRUM DRIP
RELIABLE RA1325 SSU F1-56 BRASS --- 5.6K 1/2" 155 2VIKING VK570 EC-SSU VK570 BRASS --- 14.0K 3/4" 155 54
68
RELIABLE RA1425 SSU F1FR-56 BRASS --- 5.6K 1/2" 155 10
*
57.9 PSISQUARE FEET
365.81950GPM OVER
( INCLUDING
.15DENSITY:
0SYSTEM DEMAND AT BOR:
HYDRAULICALLY MOST DEMANDING AREA: DRY SYS
GPM ATGPM FOR INSIDE HOSE STREAMS )
DETAIL A/2
TYCO TY5332 HSW SW-20 BRASS --- 11.2K 3/4" 155 2
OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
2 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
UP
1 2 3 4 5 6 7 8 9 10 11 12
B
C
E
A
B
DE
F
H
J
K
27'-6
.5"
15'-0
"
24'-0" 24'-0" 24'-0" 24'-0" 12'-0" 3'-7" 19'-7"
14'-0
"27
'-6.5
"20
'-9.5
"24
'-0"
24'-0
"23
'-0"
9'-1
0"
FF 227-9"BOD 236'-11"
P3
1" DOWNTO DD
1" DOWN TO INS.TEST SEE DETAIL
THIS SHEET
18 BO
D
7'-8
"A
FF
21.5
BO
D
7'-4
.5"
AFF
21.5
BOD
7'-3.5"AFF
7'-5.5"AFF
8'-10.5"AFF
3.5
BO
D
4.5
BOD
4.5
BOD
3.5
BO
D
8'-10.5"AFF
101
102
104
103
FF 227-9"BOD 237'-0"
DN
G
C
A
12'-0"
14'-0
"
23'-0" 24'-10"24'-0"
3'-2
.5"
11'-9
.5"
S1
S3
S6 S7
P1
P2
P4
P5
8'-1
0.5"
AFF
DN
UP
UP
FE
FF 227-9"BOD 236'-7"
S2
S8
P6
BOR
S4 S5
17.5
BOD
16.5
BOD
17
BOD
17
BOD
18
BOD
18
BOD
9
BOD19
BOD
20
BOD
22.5
BO
D
22 BO
D
21.5
BO
D
20.5
BO
D
21 BO
D
20 BO
D
21.5
BO
D
23.5
BOD
11'-1
0"11
'-6.5
"4'
-2"
4'-0"
0'-10.5"
2'-9"
8'-6" 11'-6" 4'-6" 16'-0" 3'-6" 15'-6"8'-6"
2'-6"
18'-0" 3'-6" 12'-0"
0'-6"
11'-6" 3'-7"
0'-11"
16'-0" 6'-0.5"
1'-10.5"
3'-7"
6'-0.5"
4'-2
"
4'-3.5"
11'-1
0"2'
-9.5
"15
'-8.5
"9'
-0"
3'-2
.5"
0'-3
.5"
16'-0
"14
'-6"
4'-6
"9'
-6"
9'-6
"14
'-6"
3'-6
"18
'-2"
1'-4
"
9'-1
0"
2'-1
0"
15EZ
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PC
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PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
21E
Z
PC
PC
1
1
2
2
2
2
1
3
2
233
2 2 2
3
3 3
33
4GOLD
5
GOLD
6
GOLD
7 GOLD
8GOLD
11
RED
8
RED
9 RED
12
RED
10
RED
13
RED
15
RED
14
RED
16
RED
21RED
20RED
19RED
18RED
103
102
104
22RED
101
105
106
107
111
109
110
108
115
113
114
112
116
117
118
119
120
121
122
123
124
125
126
127
12812
9
130
131
132
133
2 2 2
2
2
2
2
* *
10'-10.5"
18'-10.5"
3
5'-11.5"
17 RED
19EZ
1.5
14-4
4
2-9
4
15-4
4
3-0
4
6-9.5
4
9-2.5
4
12-0
4
4-0
4
2-0
4
16-0
4
1-0
3
10-2
3 2-4
3
18-0
3 9-4
1.5
14-8
1.5
6-10
1.5
3-7
1.5
4-8
2
19-4
3
11-8
4
1-10.5
1.5
5-4
1 8-0
1.5
15-4
1.5
15-4
1.5
15-4
2 6-4
2
10-0
2 6-4
2
11-0
2 2-0
2 6-4
2
11-0
1.5
15-4
2 5-6
2
16-0
2 5-6
2
16-0
1.5
1-10
2
3-1.5
2
11-0
2
1-0
1 7-0
1
4-9
2
1-11.5 2
14-0
1.5
14-11.5
1.5
14-11.5
1.5
14-11.5
1.5
14-11.5
2
19-4
2
4-4.5
2
19-4
2
4-4.5
2
19-4
2
4-4.5
2.5
1-2
2.5
19-4
1.5
11-0
1 6-0
1.5
12-0.5
1.5
8-101.
5
4-2
2
12-0
2 8-0
2
6-0
2 8-6
2 4-2
2 4-0
2
14-0
2 2-8
1
6-6
1
3-6
1 1-0
1 1-0
1
0-6
1 6-0
1
0-6
1 1-3
1 1-3 1
2-0
1 0-6
1
5-6
2 2-8
2
18-0
2 2-8
2
18-0
2 2-8
2
18-0 2
18-0
2
18-0
2 2-8
4
6-8.
5
1.5
0-10
4
16-6
1
22-10.5
3 3-3
4
4-6
4
11-6
4
12-6
4
3-6
4
4-6
4
9-6
4
12-6
4
3-6
4
4-6
4
11-6
4
11-6
4
3-6
3
15-0
3 3-2
3
2-10
3
16-2
3
7-10
3
11-2
3
12-5
3 0-4
3
7-11
3 0-4
2.5
2-112.5
1-5.5
4
24-5
4
16-2.5
4
7-9.5
4
24-0
4
24-0
4
24-0
4
6-1
4
24-0
4
24-0
4
24-0
1.5(0
-3)
1.5(1
-3)
1(7-
0)TO
E
1(0-
8)
1(0-
8)
1(0-
8)
1(0-
8)
1(0-
8)
1(0-
2)
2.5" HOSE VALVELOCATION
4
20-1
0.5
2 2-8
1 2-6
1
2-3
1 3-6
1
1-9
1 5-0
1 4-6
1 1-6
1
4-6
1 3-0
1
2-0
1 3-0
1
2-0
1 7-0
1
3-6
1 1-0
4
21-4
.5
2.5
1-0
2.5
3-8
2.5
(13-
9.5)
2.5
3-3.5
1.5
6-3.
5
1.5
4-9
1.5
0-7
1.5
2-4
1.5
0-7
1.5
4-3.
5
SEE DETAIL A/2THIS SHEET
SEE DETAIL A/2 THIS SHEET
4
24-5
16E
Z
4
8-0
3
10-3
1.5(3
-0)T
OE
PC
( 2 ) TOLCO FIG. 980SWIVEL END
45° - 59°
45°
( 2 ) 1" ( 4-0 ) SCH 4OBRACE PIPE
( 2 ) 4L PIPE CLAMPS
45° (2) 1/2" x 4 1/2" HILTI KWIK BOLT TZ( 3 3/4" MIN. EMBED )
CONCRETE WALL/DECK
EQ 1
1" MIN. EXCESS PIPE THROUGH CLAMP
1" (4-0) SCH40 BRACE PIPE
TOLCO FIG. 1001 BRACE CLAMP
1/2" x 4 1/2" HILTI KWIK BOLT TZ( 3 3/4" MIN. EMBED )
CONCRETE DECK
EQ 3
1" ( 4-0 ) SCH 40 BRACE PIPE
CONCRETE DECK
EQ 2
45° - 59°FROM VERTICAL
TOLCO FIG. 980SWIVEL END
TOLCO FIG.980 SWIVEL END
TOLCO FIG. 4LPIPE CLAMP
1/2" x 4 1/2" HILTI KWIK BOLT TZ( 3 3/4" MIN. EMBED )
CONCRETE PT DECK
( 2 ) 1" ( 4-0 ) SCH 40 BRACE PIPE
45°( 2 ) TOLCO FIG.980SWIVEL END
45°
( 2 ) TOLCO FIG. 1001(2) 1" MIN EXCESS PIPE
(2)1/2"X1" BOLT W/ NUT AND WASHER
(2)1/2" TOLCO FIG 109AF CONCRETEINSERT W 12" BOLT AND COUPLING
EQ 4
CONCRETE DECK
TOLCO FIG.980 SWIVEL END
1" ( 4-0 ) SCH 40 BRACE PIPE
45° - 59°FROM VERTICAL
TOLCO FIG. 4LPIPE CLAMP
1/2" TOLCO FIG 109AF CONCRETEINSERT W 12" BOLT AND COUPLING
1/2"X1" BOLT W/ NUT AND WASHER
EQ 5 EQ 6
( 2 ) TOLCO FIG. 4PIPE CLAMP
( 2 ) TOLCO FIG. 980 SWIVEL END
( 2 ) TOLCO FIG.980SWIVEL END
2" x 4" TOP PLATE
45° 45°
(2) 1/2" x 3 1/2" LAG BOLT
1" (7-0) SCH 40 BRACE PIPE
HANGER RING
3/8" ATR
CONCRETE FLOOR
HANGER RING
HILTI KWIK KH-EZ 1CARBON STEEL SCREW ANCHOR
HANGER EZ
(2) 3/8" NUTS W/ (2) STD. WASHERS
HANGER RING3/8" ATR
PT DECK
ISAT PIP143812PRESET CONCRETE
INSERT
HANGER B
TOLCO FIG. 4PIPE CLAMP
(2) 3/8" x 6" ATR
CONC. SLAB
(2)3/8" HILTI EZ-1
HANGER PC
11 7/8" TJI
GST-20 SAMMY WOOD
3/8" ATR
HANGER RING
3/16
" MIN
.
1/2" MAX.
HANGER SW
BATT INSULATION BELOW SPRINKLER PIPE(AMOUNT OF INSULATION TO PROTECT FROMFREEZING TO BE DETERMINED BY OTHERS)
CONCRETE DECKSPRINKLER PIPING
RIGID INSULATION
HEATED BUILDING INTERIOR
UNHEATED GARAGE SPACE
1
(8-0
) TO
E
1
(0-6)
1
(0-6
)
1" BALL VALVE W/ 1X12 BUSHING
AND 14.0K SPRINKLER
EXTERIOR WALL
TYCO DD-1DRUM DRIP@ 5'-0" AFF
BRANCHLINE PER PLAN
1" PLUG
1
(7-0
) TO
E
WALL / COLUMN
TYCO DD-1DRUM DRIP@ 5'-0" AFF
1" PLUG
SR
SR
SR
SRHEATED INTERIOR
UNHEATED GARAGE
WET PIPING ABOVEINSULATION
WET PIPING REQUIRINGHEATTRACE AND INSULATION
4" VIC FLANGE
4" FLANGE ELBOW
UNDERGROUND SUPPLYFLANGE LEFT BY OTHERS
3'-0
" MIN
.
FINISH GRADE
ABOVE FINISHED FLOOR
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
LEVEL 1
CERTIFICATE OF COMPETENCY STAMP
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
TOTAL THIS SHEET
LEVEL 1N
160 8
SCALE 1/8"=1'-0"
FITTER/LISTER NOTES:1. ALL CPVC PIPING IS 1" U.N.O.2. ALL DROPS ARE TO BE 1" CPVC.3. HANGERS FOR CPVC PIPING ARE NOT SHOWN ON THE PLAN. HANGERS ARE REQUIRED WITHIN 6" OF THE SPRINKLER HEAD AT THE END
OF THE LINE. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURE'S LISTING AS FOLLOWS: 3/4" CPVC 5'-6" OC 1" CPVC 6'-0" OC 1 1/4" CPVC 6'-6" OC 1 1/2" CPVC 7'-0" OC 2" CPVC 8'-0" OC4. RELIABLE MODEL F1 RES 49/F1 RESIDENTIAL SPRINKLER SHALL NOT BE SPACED MORE THAN 18 FEET BETWEEN SPRINKLERS OR 9 FEET
FROM A WALL5. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED AT MORE THAN 170 SQ. FT.6. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED LESS THAN 8FT BETWEEN SPRINKLER.7. ALL WALLS ARE FULL HEIGHT U.N.O.8. ALL STEEL PIPE IS NOTED BY SIZE AND LENGTH, FOR EXAMPLE:9.ALL CPVC PIPE IS NOTED BY SIZE ONLY, FOR EXAMPLE:10.ALL PIPE WITHOUT SIZE OR LENGTH IS 1" CPVC.11.LATERAL BRACING SHALL NOT BE REQUIRED WHERE PIPES ARE SUPPORTED BY RODS LESS THAN 6".PER NFPA 13 SECTION 9.3.5.3.812.ALL PIPING THIS SHEET IS TO BE LOCATED AT 9'-11" AFF ( 5 BOD) UNO.13.ALL CEILINGS THIS LEVEL AT 9'-0" UNO.14.ALL STEEL DROPS THIS SHEET ARE TO BE 1(0-2) WITH ADN UNO.15.ALL BRANCHLINE HANGERS ARE TO BE 5B UNO.16.ALL MAIN HANGERS ARE TO BE 4B UNO. EXCEPT STANDPIPE BULK IS 3B17.ALL FLEX DROPS ARE TO BE 48" EASY FLEX AND PER FLEX 1 DETAIL THIS SHEET UNO.18.SPRINKLERS OMITTED FROM BATHROOMS LESS THAN 55 SQ. FT. PER NFPA 13 SECTION 8.15.8.1.119.SPRINKLERS OMITTED FROM CLOSETS LESS THAN 12 SQ. FT. PER NFPA 13 SECTION 21.20.19.2.1
1.25
1.251-6
RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 10RELIABLE R5734 DRY HSW F3QR CHR CHR 5.6K 1" 155 3RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 56RELIABLE RA1425 SSU F1FR-56 BRASS --- 5.6K 1/2" 155 49
RELIABLE RA1425 SSU F1FR-56 BRASS --- 5.6K 1/2" 200 2RELIABLE RA1414 SSP F1FR-56 CHR CHR 5.6K 1/2" 155 45
167
RELIABLE RA1664 DRY HSW DH-56 CHR CHR 5.6K 1" 155 2
FLEX 1
DETAIL A/3
233.4SQUARE FEET907.5
GPM AT 54.7 PSIDENSITY: .20
( INCLUDING 0 GPM FOR INSIDE HOSE STREAMS )
GPM OVER
AUXILIARY CALCULATED AREA
SYSTEM DEMAND AT BOR:
FDC DETAIL
OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
3 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
* INDICATES SPRINKLER INSTALLED WITH HEAD GUARD
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
FLEX 2
RELIABLE RA1664 HSW F1RES44 WHITE WHITE 4.4K 1/2" 155 1
2
4 5 6 7 9 10 11 12
B
E
A
B
H
J
K
27'-6
.5"
15'-0
"
24'-0" 12'-0" 12'-0" 3'-7" 24'-10"
14'-0
"27
'-6.5
"11
'-9.5
"3'
-2.5
"20
'-9.5
"24
'-0"
23'-0
"9'
-10"
NAS
TR1
FF 237-9"BOD 248'-1"
8
3
A
23'-0"
24'-0"
F
C
G
1
14'-0
"
C
ED
24'-0"
24'-0"
24'-0" 19'-7"
24'-0
"
NAS
NAS
NASNAS
NAS
NAS NAS NAS NAS
NAS NAS
NAS
NAS
NAS
3X1.5 RED.COUPLINGW/ 1.5" SXG
123
126
129
133
121
122
124 128
127
125
131 132
141
151
152
105
FDC
TR2
7'-8" 11'-10" 3'-6" 8'-4" 11'-3" 4'-5"
3'-6"
2'-0"
11'-0" 7'-6" 4'-8" 12'-3" 7'-1" 5'-2" 12'-3"
2'-11"
9'-6"3'-8" 5'-3" 13'-0"9'-3" 11'-0" 11'-5"
3'-9.5"
2'-3
"
3'-1"
9'-6"
7'-9
"7'
-1"
12'-8
.5"
SEE DRYSIDEWALL DETAIL
SHEET 4 OF 10
SEE DRYSIDEWALL DETAIL
SHEET 4 OF 10
SEE DRYSIDEWALL DETAIL
SHEET 4 OF 10
SEE DRYSIDEWALL DETAIL
SHEET 4 OF 10
5
5
5
5
5
5
4
4
4
4
4
14'-5.5"
3BLUE
4
BLUE
4RED201
202
201 203
205
206
207
209
210
211
212
213
214
215
216
217
218
219 22
0
1
TAN
2TAN
3
TAN
4
TAN5
TAN
6A
TAN 7TAN
6B
TAN
6C
TAN
SEE FDC DETAILTHIS SHEET
SEE STAIR 2STANDPIPE
SHEET 10 OF 10
2.5" DOWN TOLVLP HOSE VALVE
NAS3
11-10
3
2-0
3 7-1
3
9-3
3
6-2
3
5-10
3
6-4
3
4-7
3
9-5
3
14-0
3
3-2
3 3-6
3 9-5
3
3-9
3
3-0
3 1-5
3 2-5
1 0-7
1 7-5
1 0-7
1
2-2
1
3-2
1
3-2
1 9-1
3
5-3
3
6-1
1.5
4-11
1.5
8-0
1.5
10-0
1
8-9
1.5
8-6
1.5
8-6
1
6-0
1
2-0
1
2-0
1
2-3
1.5
0-9 1
13-31
9-2
1.5
12-0
1.5
9-1.
5
1.5
12-0
1.5
9-1.
5
1.5
13-3
1.5
7-10
.5
1
4-9.5
1 4-6
1
4-0
1
6-0
1.5
8-0
1.5
7-3
1.5
0-9
1.5
7-1.
5
1
3-1.5
1 5-0
1.5
10-6
1.5
8-1.
5
1.5
11-6
1.5
8-10
.5
1.5
10-7
1.5
10-7
1.5
1-0
1.5
3-1.
5
1.5
7-5.
5
1.5
7-6.
5
1.5
3-0.
5
1.5
10-7
1.5
10-7
1.5
1-0
1.5
10-7
1.5
10-7
1.5
8-1
1.5
10-7
1.5
1-0
1.5
10-7
1.5
10-7
1
9-5.5
1
9-5.5
3
1-9
3
8-2
4
3-10
4
0-10
4
2-1.5
2 8-8
2
5-7
2
2-4
2
12-0
2
7-8
2 2-8
2
2-6
2
8-8
2
8-8
2
2-4
2
12-0
2
7-8
2 1-2
2
2-6
2
8-8
2
8-8
1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5 1.5 1.5 1.5
1.5
1.5
1.5
1.25
1.25
1.25
1.25
1.25
1.25
1.5
1.5
1.51.51.51.5
1.25
1.251.251.25
1.25
4
3-5
4
9-4.
5
4
4-9
4
7-7.5
1
1-111
1-11
2
0-10
.5
1
1-10
.5
2
1-9.5
1.5
4-9
1.5
4-10
1.5
2-3
1.5
7-4
1.5
2-3
1.5
7-4
2
5-5
2
4-7
2
5-5
2
4-7
1.5
0-6
1.5
5-8.
5
3
1-4
3
10-6
3
3-8
3
1-2
3
4-6
3
3-2
3
7-2
3 1-7
3 0-8
3
6-9
3
3-9
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
1(0-
3.5)
3
13-3
4" DOWN TO PARKINGGARAGE SEE DETAIL
A/3 THIS SHEET
4
11-1
0.5
2.5
5-6
3
8-6
3
4-2
3
6-4
1.5
T
*
*
*
*
*
*
*
*
*
*
*
* *
*
*
*
*
*
*
* *
*
*
*
*
***
***
* * ** * *
4
(1-8.5)
4
1-0
8'-9
.5"
AFF
4 1-7
18
BOD
2
11-0
T
10 TAN
12
TAN
13
TAN
4" BUTTERFLYVALVE
4
(5-11)
4 3-2
4
(2-11.5)
4 9-0
BTOB
4
24-5
4
3-7
4
14-11
BTOB
4 9-0
BTOB
4 5-0
4
24-5
4
21-6.5
4 5-4
4
24-5
4
12-0.55
5
5
5
5
13.5
BO
D
22 BO
D
UP
DN
DN
UP
DN
DN
DN
DW
REF.
FD
FD
DN
DN
FD
FD
FD
FD
FD FD FD FD
123
2 BEDROOM
124
2 BEDROOM
125
4 BEDROOM TYPE
A126
3 BEDROOM TYPE
A
107
COMMUNITY
ROOM
110
TRANSFORMER
VAULT
122
JANITOR
WOMEN
WC
114
118
RESIDENT
STORAGE
121
1 BEDROOM
113
STORAGE
PS1
STAIR 1
50
8 S
F
11
9
CO
RR
ID
OR
112
TRASH ROOM
109
ELECTRICAL
117
PLUMBING
116
BIKE STORAGE
103
VESTIBULE
100
VESTIBULE
111
ACC. VAN
PARKING
105
OFFICE
120
2 BEDROOM
108
CORRIDOR
1S2
STAIR 2
1S3
STAIR 3
104
OFFICE
FE
FE
FE
MEN WC
115
OFFICE
106
8'-6" C.H.
LOBBY
101
WH
DW
UP UP
DW
DW
REF.
DW
WH
REF.
WH
W
DW
WH
W
DW
WH
DN
W
DW
WH
W
DW
NAS
5
1'-5"
4 5 6 73
9 10 11 128
19'-7"
6'-1"
6'-1"
5'-0
"
5'-0
"
2'-0
"
13'-11"
7'-6
"
5'-1
1"7'
-4"
0'-8
.5"
8'-0
.5"
4'-9
.5"
1
4-0.
5
5
3 8-0
3 9-0
3
6-7
3
9-4
3
3-11
3
2-2BTO
B
BTOB
3
0-11
.5
1 5-8
1 1-0
3
9-3.
5
3
1-2
3
5-8
1
0-10
9'-1
1"A
FF5
BO
D
5
BO
D
9'-1"AFF
15
BOD
9'-2
.5"
AFF
13.5
BO
D
FLEX 2
TYP (7
)
9'-0" ACT
CEILING
8'-6" C.H.
TYP.
8'-2" C.H.
TYP.
8'-6" C.H.
1.5
1-0
1.5
12-6
8'-0" C.H.
8'-10"
C.H.
8'-10" C.H.
8'-6" C.H.
3
1-9
3
2-4
3
8-2
1
GOLD
GOLD
2 GOLD 3
GOLD GOLD
4 GOLD
5 GOLD
6
GOLD
4
23-07GOLD
8
GOLD GOLD
9 GOLD
10
GOLD
11
GOLD
8
TAN
ACT CEILING
REC. SSP
BRANCH LINE
EASY FLEX PER PLAN
4
(8-6
)
4
(1-1
0)
5 RED
4
(0-6
.5)
7 RED
6 RED
18"-
48" A
BO
VE
GR
AD
E
BALL DRIP
4X2.5X2.5ROUGH BRASS
WALL MOUNTSIAMESE FDC
1" GALV 45° DRAIN TOEXTERIOR OF BUILDING
EXTERIOR WALL
LVL E1
4" TO FIRESPRINKLER
RISER ROOM
4(2-6)GALV. TOE
EASY FLEX PER PLAN
BRANCH LINE
ACT CEILING
REC. SSP
ABOVE FINISHED FLOOR
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
LEVEL 2
CERTIFICATE OF COMPETENCY STAMPTOTAL THIS SHEET
LEVEL 2N
160 8
SCALE 1/8"=1'-0"
FITTER/LISTER NOTES:1. ALL CPVC PIPING IS 1" U.N.O.2. ALL DROPS ARE TO BE 1" CPVC.3. SPRINKLER PIPING IN JOIST SPACES ARE TO BE 6" ABOVE THE BOTTOM OF JOIST (ABOJ).4. HANGERS FOR CPVC PIPING ARE NOT SHOWN ON THE PLAN. HANGERS ARE REQUIRED WITHIN 6" OF THE SPRINKLER HEAD AT
THE END OF THE LINE. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURE'S LISTING AS FOLLOWS: 3/4" CPVC 5'-6" OC 1" CPVC 6'-0" OC 1 1/4" CPVC 6'-6" OC 1 1/2" CPVC 7'-0" OC 2" CPVC 8'-0" OC5. RELIABLE MODEL F1 RES 49/F1 RESIDENTIAL SPRINKLER SHALL NOT BE SPACED MORE THAN 16 FEET BETWEEN SPRINKLERS OR 8
FEET FROM A WALL.6. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED AT MORE THAN 145 SQ. FT.7. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED LESS THAN 8FT BETWEEN SPRINKLER.8. ALL WALLS ARE FULL HEIGHT U.N.O.9. ALL STEEL PIPE IS NOTED BY SIZE AND LENGTH, FOR EXAMPLE:10.ALL CPVC PIPE IS NOTED BY SIZE ONLY, FOR EXAMPLE:11.ALL PIPE WITHOUT SIZE OR LENGTH IS 1" CPVC.
1.25
1.251-6
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
TOTAL THIS SHEET
RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 37RELIABLE R5734 DRY HSW F3QR CHR CHR 5.6K 1" 155 1RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 146
RELIABLE RA1414 SSU F1FR-56 CHR CHR 5.6K 1/2" 200 1RELIABLE RA1414 SSP F1FR-56 CHR CHR 5.6K 1/2" 155 3
188
DRY SIDEWALL DETAIL
TYP. CPVC HANGERS
TYP. CPVC DETAILS
BEAM PENETRATIONS OFFSET FOR HVAC
12.SPRINKLERS OMITTED FROM BATHROOMS LESS THAN 55 SQ. FT. PER NFPA 13 SECTION 8.15.8.1.113.SPRINKLERS OMITTED FROM CLOSETS LESS THAN 12 SQ. FT. PER NFPA 13 SECTION 21.20.19.2.1
OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
4 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
4 5 8 9 10 11 12
B
E
B
D
F
H
K
14'-0
"15
'-0"
24'-0" 24'-0" 24'-0" 3'-7" 19'-7"
14'-0
"27
'-6.5
"11
'-9.5
"3'
-2.5
"24
'-0"
23'-0
"9'
-10"
323'-0" 24'-0"
DN
2 BEDROOM
209
211
213
2 BEDROOM
3 BEDROOM
218
1 BEDROOM
208
1 BEDROOM
1 BEDROOM
212
216
2 BEDROOM TYPE
A
ELEC CLOSET
204
1 BEDROOM
203
205
217
1 BEDROOM TYPE
A
650 SF
201
2E1
2E2
2S2
STAIR 2
219
DNDN
DN
1 BEDROOM
UP
UP
DN
207
1 BEDROOM1 BEDROOM
215
221
3 BEDROOM
1 BEDROOM
223
220
206
2 BEDROOM
1 BEDROOM
210
2 BEDROOM
214
1 BEDROOM
CORRIDOR
ELEV 1
2S1
STAIR 1
ELEV 2
1 BEDROOM
JANITOR CLOSET
202
970 SF
200
CORRIDOR
7
A
6
G
C C
A
E
J
27'-6
.5"
24'-0" 12'-0" 24'-10"
20'-9
.5"
12'-0"
24'-0
"
1 2
NAS NAS
NAS NAS NAS
NASNASNASNASNAS
NAS
NAS
NAS
NAS
NAS
NASNAS
NASNAS
NAS NAS
DN
2" SXG W/2X1.5 BUSHING
SEE DRYSIDEWALL DETAIL
SHEET 4 OF 10
1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5
1.5
1.5
1.5
1.5 1.51.52
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25 1.
251.
251.
251.
251.
251.
25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.251.25
1.25
1.25
1.25
1.25
1.25 1.25 1.25
1.251.251.25
1.251.25
1.25
1.51.51.51.51.5 1.5 1.5 1.5 1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.25
1.25
1.25
1.25
1.25
1.25
STANDPIPELOCATION
EXTERIOR DECK/CANOPY
4 1/
2"
GYPSUM BOARD CEILING
DRY HSW SPRINKLER HEADA = FIELD ORDER
SUB FLOOR
4" -
6"
2" X 6" EXTERIOR WALL
1" THREADED TEE W/ PLUG
1" SPLIT RING W/ SAMMY GST 30FIELD ORDER ATR LENGTH
LIVING SPACE0'-3"
MIN.
1" SCH. 40 PIPEFIELD ORDER
1" CPVC ADAPTER TEE
2X DIAMETER OF LARGEST HOLE (MINIMUM)2" MAX HOLE SIZE
11-7/8" TJI JOIST
0'-6
"
MIDDLE 1/3 MID
DLE
1/3
SIDE MOUNT BRACKET W/ ( 2 )5/16" x 1" HEX HEAD SCREW
CL PIPE
11-7/8" TJI JOIST
NO BLOCK HANGER W/ ( 2 )5/16" x 1" HEX HEAD SCREW
BUILDING CROSS SECTIONFLOOR ASSEMBLY PER
0'-5
"
0'-5
"
ABOVE FINISHED FLOOR
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
LEVEL 3-4
CERTIFICATE OF COMPETENCY STAMPTOTAL THIS SHEET
LEVEL 3-4N
160 8
SCALE 1/8"=1'-0"
TOTAL THIS SHEET
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
TOTAL THIS SHEET
RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 37RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 134
RELIABLE RA1414 SSU F1FR-56 CHR CHR 5.6K 1/2" 200 1RELIABLE RA1414 SSP F1FR-56 CHR CHR 5.6K 1/2" 155 4
176
FITTER/LISTER NOTES:1. ALL CPVC PIPING IS 1" U.N.O.2. ALL DROPS ARE TO BE 1" CPVC.3. SPRINKLER PIPING IN JOIST SPACES ARE TO BE 6" ABOVE THE BOTTOM OF JOIST (ABOJ).4. HANGERS FOR CPVC PIPING ARE NOT SHOWN ON THE PLAN. HANGERS ARE REQUIRED WITHIN 6" OF THE SPRINKLER HEAD AT
THE END OF THE LINE. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURE'S LISTING AS FOLLOWS: 3/4" CPVC 5'-6" OC 1" CPVC 6'-0" OC 1 1/4" CPVC 6'-6" OC 1 1/2" CPVC 7'-0" OC 2" CPVC 8'-0" OC5. RELIABLE MODEL F1 RES 49/F1 RESIDENTIAL SPRINKLER SHALL NOT BE SPACED MORE THAN 16 FEET BETWEEN SPRINKLERS OR 8
FEET FROM A WALL.6. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED AT MORE THAN 145 SQ. FT.7. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED LESS THAN 8FT BETWEEN SPRINKLER.8. ALL WALLS ARE FULL HEIGHT U.N.O.9. ALL STEEL PIPE IS NOTED BY SIZE AND LENGTH, FOR EXAMPLE:10.ALL CPVC PIPE IS NOTED BY SIZE ONLY, FOR EXAMPLE:11.ALL PIPE WITHOUT SIZE OR LENGTH IS 1" CPVC.
1.25
1.251-6
12.SPRINKLERS OMITTED FROM BATHROOMS LESS THAN 55 SQ. FT. PER NFPA 13 SECTION 8.15.8.1.113.SPRINKLERS OMITTED FROM CLOSETS LESS THAN 12 SQ. FT. PER NFPA 13 SECTION 21.20.19.2.1
OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
5 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
2
4 5 6 7 8 9 10
A
F
B
C
E
14'-0
"
B
C
DE
G
24'-0"
H
K
27'-6
.5"
12'-0" 24'-10"
27'-6
.5"
23'-0" 24'-0"
11'-9
.5"
24'-0"
20'-9
.5"
24'-0" 12'-0"
24'-0
"9'
-10"
23'-0
"3'
-2.5
"
NAS NAS NAS NAS
NAS
NAS
NASNASNAS NAS
NAS
NAS
NAS
NAS
NAS
UP
DN
305
2 BEDROOM
303
1 BEDROOM
309311
1 BEDROOM1 BEDROOM
313
314
1 BEDROOM 312
1 BEDROOM
310
1 BEDROOM
306
1 BEDROOM
318
321
1 BEDROOM
304
ELEC CLOSET
317
1 BEDROOM TYPE
A
307
2 BEDROOM
315
2 BEDROOM
2 BEDROOM TYPE
A
316
2 BEDROOM
320
2 BEDROOM
650 SF
301
CORRIDOR
300
971 SF
CORRIDOR
3S2
STAIR 2
3E1
ELEV 1
3S1
STAIR 1
3E2
319
1 BEDROOM
302
JANITOR CLOSET
FE
413 411 409
407
405
417
419
421
423
420
418
406
408
410
412
414
416
400
401
402
404
4S1
4E1
4E2
WH
W
DW
1 BEDROOM
308
1 BEDROOM
WH
DW
W
2 BEDROOM
323
ELEV 2
W
WH
DW
WH
W
DW
415
403
WH
DW
W
WH
DW
W
WH
DW
W
WH
WW
DW
W
WH
WH
DW
W
WH
W
DW
WH
DW
W
WH
DW
W
DW
WH
W
WH
W
DW
WH
W
WH
WH
DW
W
DW
DW
W
DW
WH
W
DW
W
1 3
12
A
11
15'-0
"
24'-0" 3'-7"
14'-0
"
19'-7"
J
24'-0
"
NAS
2" SXG W/2X1.5 BUSHING
1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.25
1.5
1.5
1.5
1.5 1.5 1.52
1.5
1.5
1.5
1.5
1.5
1.5
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25 1.
251.
251.
251.
251.
251.
25 1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25 1.25 1.25 1.
251.
251.
25
1.25
1.25
1.25
1.25 1.25 1.25
1.25 1.25 1.25
1.251.25
1.51.5
1.5
1.5
1.5
1.5
1.5
1.5
1.25
1.25
1.25
1.25
1.25
1.25
1.25
ROOFBELOW
STANDPIPELOCATION
ABOVE FINISHED FLOOR
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
LEVEL 5
CERTIFICATE OF COMPETENCY STAMPTOTAL THIS SHEET
LEVEL 5N
160 8
SCALE 1/8"=1'-0"
TOTAL THIS SHEETTOTAL THIS SHEET
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
TOTAL THIS SHEET
RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 31RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 133
RELIABLE RA1414 SSU F1FR-56 CHR CHR 5.6K 1/2" 200 1RELIABLE RA1414 SSP F1FR-56 CHR CHR 5.6K 1/2" 155 4
169
FITTER/LISTER NOTES:1. ALL CPVC PIPING IS 1" U.N.O.2. ALL DROPS ARE TO BE 1" CPVC.3. SPRINKLER PIPING IN JOIST SPACES ARE TO BE 6" ABOVE THE BOTTOM OF JOIST (ABOJ).4. HANGERS FOR CPVC PIPING ARE NOT SHOWN ON THE PLAN. HANGERS ARE REQUIRED WITHIN 6" OF THE SPRINKLER HEAD AT
THE END OF THE LINE. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURE'S LISTING AS FOLLOWS: 3/4" CPVC 5'-6" OC 1" CPVC 6'-0" OC 1 1/4" CPVC 6'-6" OC 1 1/2" CPVC 7'-0" OC 2" CPVC 8'-0" OC5. RELIABLE MODEL F1 RES 49/F1 RESIDENTIAL SPRINKLER SHALL NOT BE SPACED MORE THAN 16 FEET BETWEEN SPRINKLERS OR 8
FEET FROM A WALL.6. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED AT MORE THAN 145 SQ. FT.7. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED LESS THAN 8FT BETWEEN SPRINKLER.8. ALL WALLS ARE FULL HEIGHT U.N.O.9. ALL STEEL PIPE IS NOTED BY SIZE AND LENGTH, FOR EXAMPLE:10.ALL CPVC PIPE IS NOTED BY SIZE ONLY, FOR EXAMPLE:11.ALL PIPE WITHOUT SIZE OR LENGTH IS 1" CPVC.
1.25
1.251-6
63.0 PSI62.2GPM OVER 4 MOST DEMANDING HEADS
( INCLUDING
.10DENSITY:
0SYSTEM DEMAND AT BOR:
HYDRAULICALLY MOST DEMANDING AREA: SYS #2
GPM ATGPM FOR INSIDE HOSE STREAMS )
12.SPRINKLERS OMITTED FROM BATHROOMS LESS THAN 55 SQ. FT. PER NFPA 13 SECTION 8.15.8.1.113.SPRINKLERS OMITTED FROM CLOSETS LESS THAN 12 SQ. FT. PER NFPA 13 SECTION 21.20.19.2.1
OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
6 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
4 7 8 9 10 11
B
E
A
12
C
ED
G
F
H
14'-0
"24'-0" 12'-0" 24'-10"
14'-0
"
23'-0"
1 224'-0"
NAS
NAS
NAS
NAS NAS
NASNAS
NAS
NAS
NAS NAS
NAS
NAS
507
1 BEDROOM
511
1 BEDROOM
505
2 BEDROOM
1 BEDROOM
2 BEDROOM
514
509
2 BEDROOM
1 BEDROOM
516
513
2 BEDROOM TYPE
A
512
1 BEDROOM
510
1 BEDROOM
508
1 BEDROOM
506
517
521
2 BEDROOM
519
2 BEDROOM
520 2 BEDROOM
2 BEDROOM
ELEC CLOSET
966 SF
501
5S1
CORRIDOR
STAIR 1
5S2
STAIR 2
ELEV 1
5E2
ELEV 2
502
JANITOR CLOSET
5 6
A
B
27'-6
.5"
3'-7"24'-0" 19'-7"
K
24'-0"
J
3'-2
.5"
24'-0"15
'-0"
C
12'-0"
11'-9
.5"
20'-9
.5"
27'-6
.5"
23'-0
"24
'-0"
9'-1
0"24
'-0"
3
515
1 BEDROOM
2 BEDROOM
504
518
650 SF
500
CORRIDOR
5E1
FE
DW
WH
W
WH WH
W
WH
DW
DW
WH
W
DW
WH
DW
W
W
DW
WH
W
WH
W
DW
WH
W
WH
DW
W
DW DW
W
WH
W
DW
W
DW
W
WH
DW
WH
W
DW
W
WH
DW
WH
DW
DW
WH
W
WH
W
NAS
FE
NAS
S5151
S5252
S5353
S5454
55
50 511
525
526
520NAS
1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.51.5 1.5 1.5
1.51.5
1.5
1.5
1.5 1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.51.5
1.5
1.5
1.51.
51.
51.
5
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25 1.25
2" SXG W/2X1.5BUSHING
STANDPIPELOCATION
ABOVE FINISHED FLOOR
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
LEVEL 6
CERTIFICATE OF COMPETENCY STAMPTOTAL THIS SHEET
LEVEL 6N
160 8
SCALE 1/8"=1'-0"
INSULATION TENTING DETAIL
TOTAL THIS SHEETTOTAL THIS SHEET
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
TOTAL THIS SHEET
RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 25RELIABLE R3516 SSP F1/RES49 WHITE WHITE 4.9K 1/2" 175 110
RELIABLE RA1414 SSU F1FR-56 CHR CHR 5.6K 1/2" 200 1RELIABLE RA1414 SSP F1FR-56 CHR CHR 5.6K 1/2" 155 5
141
FITTER/LISTER NOTES:1. ALL CPVC PIPING IS 1" U.N.O.2. ALL DROPS ARE TO BE 1" CPVC.3. SPRINKLER PIPING IN JOIST SPACES ARE TO BE 6" ABOVE THE BOTTOM OF JOIST (ABOJ).4. HANGERS FOR CPVC PIPING ARE NOT SHOWN ON THE PLAN. HANGERS ARE REQUIRED WITHIN 6" OF THE SPRINKLER HEAD AT
THE END OF THE LINE. HANGER SPACING FOR CPVC PIPING IS PER THE MANUFACTURE'S LISTING AS FOLLOWS: 3/4" CPVC 5'-6" OC 1" CPVC 6'-0" OC 1 1/4" CPVC 6'-6" OC 1 1/2" CPVC 7'-0" OC 2" CPVC 8'-0" OC5. RELIABLE MODEL F1 RES 49/F1 RESIDENTIAL SPRINKLER SHALL NOT BE SPACED MORE THAN 16 FEET BETWEEN SPRINKLERS OR 8
FEET FROM A WALL.6. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED AT MORE THAN 145 SQ. FT.7. RELIABLE MODEL F1RES 49/F1 SPRINKLERS SHALL NOT BE SPACED LESS THAN 8FT BETWEEN SPRINKLER.8. ALL WALLS ARE FULL HEIGHT U.N.O.9. ALL STEEL PIPE IS NOTED BY SIZE AND LENGTH, FOR EXAMPLE:10.ALL CPVC PIPE IS NOTED BY SIZE ONLY, FOR EXAMPLE:11.ALL PIPE WITHOUT SIZE OR LENGTH IS 1" CPVC.
1.25
1.251-6
58.9 GPM AT 62.0 PSIDENSITY:.10
( INCLUDING 0 GPM FOR INSIDE HOSE STREAMS )
GPM OVER 4 MOST DEMANDING SPRINKLERS
AUXILIARY CALCULATED AREA
SYSTEM DEMAND AT BOR:
12.SPRINKLERS OMITTED FROM BATHROOMS LESS THAN 55 SQ. FT. PER NFPA 13 SECTION 8.15.8.1.113.SPRINKLERS OMITTED FROM CLOSETS LESS THAN 12 SQ. FT. PER NFPA 13 SECTION 21.20.19.2.1
TYP. CPVC HANGERS
OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
7 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
1 32
54 6 1097 11 12
A
B
C
B
E
A
F
J
D
H
14'-0
"
K
24'-0"27
'-6.5
"24'-0"
24'-0"23'-0"
24'-0" 12'-0"15
'-0"
24'-0" 19'-7"
27'-6
.5"
3'-2
.5"
11'-9
.5"
3'-7"
20'-9
.5"
9'-1
0"23
'-0"
24'-0
"
1 BEDROOM TYPE
A
611
1 BEDROOM
610
1 BEDROOM TYPE
A
619
2 BEDROOM
618
2 BEDROOM
602 SF
930 SF
600
STAIR 2
6S1
6E1
ELEV 1
6E2
2 BEDROOM
617
602
FE
616
2 BEDROOM
WH
W
WH
WW
WH
W
DW
W
WH
W
WH
DW
W
WH
W
DW
WH
DW
W
WH
DW
WH
WW
DW
WH
W
WH
DW
WH
W
DW
NAS
NAS
NAS NASNAS
NAS NASNAS
NAS
NAS
NAS
NAS
607
2 BEDROOM
605
2 BEDROOM
609
1 BEDROOM TYPE
A
1 BEDROOM
614
1 BEDROOM TYPE
A
613
612 608
606
1 BEDROOM TYPE
A
1 BEDROOM
ELEC CLOSET
604
CORRIDOR
601
CORRIDOR
STAIR 1
6S2
JANITOR
CLOSET
ELEV 2
8
C
G
E
97'-2"
14'-0
"
24'-10"
24'-0
"
W
WH
DW
WH
W
DW
W
DW
DW
W
DW
W
DW
W
NAS
FE
15
S6162
64
20
25
12
61S62
S6363
S64
65
66
NAS
1.25
1.25
1.5 1.5 1.5
1.25
1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5
1.5
1.5
1.5
1.5 1.5 1.5
1.5
1.5
1.5
1.5
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.25
1.251.25
1.251.25
1.25
2" SXG W/2X1.5BUSHING
E-4012
STANDPIPELOCATION
NO BLOCK HANGER W/ ( 2 )5/16" x 1" HEX HEAD SCREW
ATTIC INSULATION TENTEDOVER SPRINKLER PIPING
EXPOSED CPVC PIPING
2" x 4" BOTTOM CHORD
ATTIC SPACE
WARM INTERIOR
BOTTOM CHORDOF WOOD TRUSS
AFCON #515 DOUBLE OFFSET HANGERW/ (2) #904 HEX HEAD SCREW
5/8" GYPSUM BOARD PERBUILDING CROSS SECTION
BOTTOM CHORDOF WOOD TRUSS
1 1/2" BTM. OF PIPE
NO BLOCK HANGER W/ ( 2 )5/16" x 1" HEX HEAD SCREW
ABOVE FINISHED FLOOR
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
ROOF
CERTIFICATE OF COMPETENCY STAMPTOTAL THIS SHEET
ROOFN
160 8
SCALE 1/8"=1'-0"
ELEV. CONTROL LOOP DETAIL
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
RELIABLE RA1425 SSU F1FR-56 BRASS --- 5.6K 1/2" 155 6RELIABLE RA1425 SSU F1FR-56 BRASS --- 5.6K 1/2" 200 2
8
LISTER NOTES1. ALL PIPING THIS SHEET IS TO BE LOCATED AT 6" BELOW JOIST.2. ALL HANGERS ARE TO BE 5SW UNO.
OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
8 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
3
4
1
6 75 9 10
A
E
B
11
B
A
D
F
C
J
K
14'-0
"
H
15'-0
"
24'-0"
24'-0" 24'-0"
23'-0"
12'-0" 24'-10"3'-7"
27'-6
.5"
14'-0
"3'
-2.5
"
19'-7"
11'-9
.5"
20'-9
.5"
24'-0
"24
'-0"
9'-1
0"
ELEVATOR
MACHINE
ROOM
R02
ROOF
STORAGE
RS1
ELEV 2
RE1
296' - 6"
R01
ELECTRICAL
CLOSET
R03
RE2
ELEV 1
STAIR 1
2
C
128
E
G
27'-6
.5"
24'-0" 12'-0"24'-0"
23'-0
"
KEY SWITCH (BY OTHERS)WIRE TO ELEVATOR
CONTROL VALVE IN ROOMROOF STORAGE R01
SEE ELEVATORMACH. ROOM
DETAIL THIS SHEET
1.5
2-8
1.5
8-4
1.5
1-6 1.5
10-0
1.5
6-0
1
4-0
2 5-0
2 3-0
1.5
4-0 1.5
2-0
1.5
10-0
1
1-0
1 1-0
1
0-6
1 5-6
1
3-01 4-6
2" DOWN TO LVL 6FLOOR CONTROLBELOW
(2) 1" SCH 40 (0-4)THRD X GRV
5'-0"AFF
(2) 1" SCH 40 TOE
1" ASCO 8210G14120V AC NORMCLOSED SOLENOIDVALVE TO BE WIREDTO KEY SWITCH BYOTHERS
1" SCH 40(0-4)THRD X GRV
1" SCH 40 (0-4)
(2) 1" THRDCOUPLINGS
1" SCH 40 (0-6.5)THRD X GRV
(2) 1" GROOVED COUPLINGS
1/2" DRAIN VALVE
ABOVE FINISHED FLOOR
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
STAIR 1 STANDPIPE
CERTIFICATE OF COMPETENCY STAMP
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
TOTAL THIS SHEET
STAIR 10
SCALE 1/4"=1'-0"
4 8
TYP. FLOOR CONTROL ASSEMBLY
420
SCALE 1/2"=1'-0"
FLOOR CONTROL EQUIPMENT LIST
8351A
MODEL #
BBVSCS02
DESCRIPTION
2"
SIZE
1
QTY.
1"2"
11
TEST AND MAIN DRAIN W/ SIGHT GLASSWATER FLOW INDICATOR
GRV BUTTERBALL CONTROL VALVE
MANUFACTURER
AGFMILWAUKEE
WATER PRESSURE GAUGE
21
ITEM
1/4"1
2"1 AGF COMMERCIAL RISER PACK W/ GROOVED ENDS
FITTER NOTES1. 2.5" HOLES VALVES ARE TO BE ANGLED AT 45°
LVL 1 FLOOR CONTROL ASSEMBLY420
SCALE 1/2"=1'-0"
FLOOR CONTROL EQUIPMENT LIST
VSR
MODEL #
G300
DESCRIPTION
3"
SIZE
1
QTY.
1.25"---
11
TEST AND MAIN DRAIN W/ SIGHT GLASSWATER FLOW INDICATOR
BUTTERFLY CONTROL VALVE
MANUFACTURER
POTTER ELECTRIC
KENNEDY
WATER PRESSURE GAUGE
21
ITEM
1/4"1
3"1 SFS SHOTGUN RISER INCLUDING:
1000AGF1005PXULASHCROFT
LEVEL P LEVEL 1 LEVEL 2
LEVEL 3 LEVEL 6 LEVEL RF
FACING SOUTH
FLOORS 2-6
RCV2"1 SWING CHECK VALVE GLOBE3 RCV3"1 SWING CHECK VALVE GLOBE3
OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
9 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
C E
LEVEL 6286'-3"
T.O. PLATE294'-6"
LEVEL 5277'-0"
LEVEL 3258'-6"
LEVEL 2249'-3"
ROOF296'-6"
LEVEL 1237'-9"
LEVEL P227'-9"
STAIR 1
LEVEL 4267'-9"
T
W
T
W
T
W
W
T
9 810
W
T
152
601
155
102
25
501
526
SP1
SP2
6
6
6
6
6
6
6
3A PLUM
4 PLUM
4 5-4
4
0-5.
5
4
2-0.
5
4 2-2
4 1-0
4
5-10
4 2-6
4 2-2
4 1-0
4 3-7
4 2-6
4 2-2
4 1-0
4 3-7
4 2-6
4 2-2
4 1-0
4 3-7
4 2-6
4 2-2
4 1-0
4
3-1.
5
4
2-11
.5
4 2-2
4 1-0
4 3-5
4 3-8
LEVEL 6286'-3"
T.O. PLATE294'-6"
LEVEL 5277'-0"
LEVEL 3258'-6"
LEVEL 2249'-3"
ROOF296'-6"
LEVEL 1237'-9"
LEVEL P227'-9"
LEVEL 4267'-9"
W
1.5
4-1
1.5
2-11
.5
1.5
2-2.
5
1.5
4-1
1.5
2-6
1.5
2-8
1.5
4-1
1.5
2-6
1.5
2-8
1.5
4-1
1.5
2-6
1.5
2-8
1.5
4-1
1.5
2-6
1.5
4-5
3
(0-1
0)
T
11 PLUM
9 PLUM
7 PLUM
10 PLUM
8 PLUM
5 PLUM
13 PLUM
12 PLUM
6 PLUM
14 PLUM
15 PLUM
16 PLUM
17 PLUM
2.5" GRV ANGLE HOSEVALVE W/ CAP A CHAIN TYP.
ROOFSTORAGE
4 2-2
4 1-0
PS1
UP
STAIR 1
3'-3"
1'-6
"
1'-1"
8
E
9 10
C
T
W1
(0-2
)
1
(0-4)TXG
1
2
2
(2-2
)
2
(0-4
)
3
W
T
3
(1-5
)
1.25
(0-6
)
2
1
1.25
(0-4)TXG
3
(0-3
)
3
DN
UP
FD
FD
2E1
ELEV 1
ELEV 2
2E2
STAIR 1
FD
2S1
1'-6
"
3'-3"
1'-1"
98 10
E
C
WW
DW
UP
DN
STAIR 1
PS1
1'-6
"
3'-3"
1'-1"
9 10
E
8
C
UP
DN
ELEV 2
ELEV 1
STAIR 1
3S1
3E2
3E1
1'-6
"
3'-3"
1'-1"
9
C
8 10
E
WW
DW
DN
6S1
ELEV 2
STAIR 1
6E2
ELEV 1
UP
6E1
1'-6
"
3'-3"
1'-1"
8 9 10
C
E
WH
W
DW
DN
RS1
ELEV 1
RE1
RE2
ELEVATOR
MACHINE
ROOM
ELECTRICAL
CLOSET
R03
STAIR 1
ELEV 2
ROOF
STORAGE
R01
R02
1'-6
"
3'-3"
1'-1"
8 109
C
E
7
ABOVE FINISHED FLOOR
BOTTOM OF TRUSSBOTTOM OF PURLINBOTTOM OF JOISTBOTTOM OF DECKBOTTOM OF BEAM
INSIDE FACE OF WALL
UNLESS NOTED OTHERWISENO AUTO. SPRINKLERSOUTSIDE FACE OF WALL
BOP
CTSBOT
OFOWNAS
IFOW
UNO
FOCUT TO SUITFIELD ORDER
AFF
BODBOJ
BOB
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
ELEVATION ABOVE REFERENCED
2-WAY EARTHQUAKE SWAY BRACE
4-WAY EARTHQUAKE SWAY BRACE
CENTERLINE OF PIPE TO REFERENCED
LETTER INDICATES TYPE
LETTER INDICATES TYPE
STRUCTURE IN INCHES
HANGER LOCATION
POINT IN FEET AND INCHES
A
A
BOD12
REVISIONSREASON FOR REVISIONNO. BYDATE
KEY PLAN
HANGER LEGEND
!CA
UTI
ON
! 50%
RE
DU
CE
D P
RIN
TS
STAIR 2 STANDPIPE
CERTIFICATE OF COMPETENCY STAMP
SYM MANUFACTURER S.I.N. TYPE MODEL SPRINKLERFINISH
ESCUTCHEONFINISH
ORIFICESIZE
THREADSIZE
TEMP.RATING
QUANTITY
SPRINKLER LEGEND
TOTAL THIS SHEET
STAIR 20
SCALE 1/4"=1'-0"
4 8
SECTION A/9
FITTER NOTES1. 2.5" HOLES VALVES ARE TO BE ANGLED AT 45°
LEVEL 1 LEVEL 2 LEVEL 3-5 LEVEL 6
FACING NORTH
FACING WEST
OF
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.
OF
PROJECT MGR
FAX: ( 253 ) 926 - 2350
CONTR. REG. NO. SMITHFS1360TTACOMA, WA 984241106 54th AVE EAST
Bus: ( 253 ) 926 - 1880
DATEDESIGNER SHEET JOB NO.PROJECT MGR
TC12012
EAST FIR APARTMENTSBUILDING A1105 EAST FIRSEATTLE, WA 98122
10 10AARON N. 11/20/2013B. COOK
313-02-7792Philip Stoehr
I I I
Signature Date
Level
Seal va l i d t h rough Decembe r 3
1 , 20
13
Smi t
h F
i re S
ys t ems , I nc . SM
ITHFS136O
T
Fi r e
P r o t e c t i o n Sp r i n k l e r S
y st e
ms
Wa
sh
ing
t on
St a t e Ce r t i f i c a t e o f
Com
pe
t en
cy
11/20/2013
CONTRACT WITH
PROJECT MANAGER :PHONE :
FAX :SUPERINTENDENT :
PHONE :FAX :
ANDERSEN CONSTRUCTION COMPANY900 POPLAR PL.SEATTLE, WA 98144
BEN BRODSKY206-396-7095206-763-6710SPANKY BARNES253-358-0102
UP
DN
DN
3S2
STAIR 2
1S2
3
6S2
UP
DN
DN
UP
STAIR 2
STAIR 2
STAIR 2
2S2
1'-1"
9'-1
.5"
1'-1"
9'-1
.5"
1'-1"
9'-1
.5"
8'-9"
9'-1
"
B
33
BBB
3
A
2S2
STAIR 2CHAMPFER
SLAB & TRIM
INSULATION
FOR HEAD
CLEARANCE
2
BEDROOM
PARKING
2
BEDROOM
A9
AB
ROOF296'-6"
T.O. PLATE294'-6"
LEVEL 4267'-9"
LEVEL 3258'-6"
LEVEL 6286'-3"
LEVEL 5277'-0"
LEVEL 2249'-3"
LEVEL 1287'-9"
LEVEL P227'-9"
2
BEDROOM
2
BEDROOM
6
1
4" RISER CLAMP TYP
4
(2-2
)
4
(2-1
0)
4
(4-3
)
4
(2-2
)
4
(2-1
0)
4
(4-3
)
4
(2--
2)
4
(2-1
0)
4
(4-3
)
4
(2-2
)
4
(2-1
0)
4
(4-3
)
4
(1-9
.5)
4
(2-1
.5)
4
(2-8
.5)
3
BLUE
4
(8-7
.5)
1 GREEN
2 GREEN
4 GREEN
5 GREEN
6 GREEN
7 GREEN
8 GREEN
9 GREEN
10 GREEN
3 GREEN
1 GOLD
2 GOLD
2.5" GRV ANGLE HOSEVALVE W/ CAP A CHAIN TYP.
4
4
(6-5
)
4
BLUE
4
7-8
4
2-6
5 BLUE
1 GREEN