HomeMy WebLinkAboutPP - 2446 SOUTHCENTER MALL - WET SEAL - PERMITS AND PLANS2446 SOUTHCENTER MALL
ASSOCIATED PERMITS
08-F-289
08-S-262
.7
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: Wet Seal
2446 Southcenter Mall
Permit No.: 08-S-262
Date: June 3, 2008
Reviewer: Al Metzler
Fire Protection Project Coordinator
(206)575-4407
• Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross
mains, and branch lines 2.5" and larger. Bracing is provided for the last length of
pipe but within 6' of the end of a feed or cross main. Bracing is required unless
all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for
any size pipe, 9.3.5.3.
• Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4
exceptions, 9.3.4.
• Longitudinal sway bracing is a maximum of 80' for mains and cross mains and
within 40 ' of the end of the line, 9.3.5.4.
• Provide lateral and longitudinal bracing for changes in pipe direction per section
9.3.5.11.2 for pipe size 2 1/2 inches and larger.
• Restrain branch lines at the end sprinkler of each line, restrain against vertical
and lateral movement, 9.3.6.3.
• Restraints for branch lines shall be at intervals per table 9.3.6.4 and section
9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6.
• Comply with ASCE 7-02, section 9.6.2.6.2 (e).
• Ceilings used for flex drop attachments shall comply with ASTM C 635 and
ASTM C 636 per section 9.2.1.3.3.2.
• Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a
suspended ceiling, a hanger(s) attached to the structure shall be required to
ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3).
f
1
• Provide sprinkler protection beneath all obstructions greater than 4 ft. in width.
• Extend sprinkler protection to all combustible concealed spaces.
• Comply with NFPA 13 obstruction tables.
• Sprinkler heads spaced closer than 6 ft. apart must be baffled.
All references are NFPA 13, 2007 Edition.
COSCO FIRE PROTECTION, INC.
10910 - 117TH PLACE, N.E.
KIRKLAND,WA 98033-5027
HYDRAULIC CALCULATIONS
FOR
'WET SEAL - SPACE 2446
2446 SOUTHCENTER PARKWAY'
TUKWILA, WASHINGTON 98188
FILE NUMBER: 25 KS 7953
DATE: MAY 30, 2008
DESIGN DATA: REMOTE AREA - A
OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 2
DENSITY: 0.20 gpm/sq. ft.
AREA OF APPLICATION: 1,500 sq. ft.
COVERAGE PER SPRINKLER: 130 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 15 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 467.6 gpm
TOTAL WATER REQUIRED (including hose): 900.0 gpm
FLOW AND PRESSURE (@ BOR): 650 gpm @ 110.5 psi
SPRINKLER ORIFICE SIZE: 1/2 inch
NOTE: NODES 1,3,4,8,9 ARE ON "FLEX HEAD" FLEXABLE CONNECTIONS.
MODEL #2024, 2'-0" LONG, 17'-0" EQUIVILENT FEET OF 1" PIPE.
DESIGN/LAYOUT BY: D. CLARK
AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPT.
CONTRACTOR CERTIFICATION NUMBER: COSCOFP110NM
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4903012830)
HRS SYSTEMS, INC.
TUCKER, GA 30084
TUCKER, GA 30084
SPRINKLER SYSTEM INPUT DATA Page 1
DATE: 5/30/2008L:\DAYWORKS KS 7700 +\KS 7953 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
Source Nodes
Node Tag Elevation Static Residual Residual Hose Stream
Pressure Pressure Flow Allowance
(ft) (psi) (psi) (gpm) (gpm)
SOURCE -3.00 140.0 20.0 10900 250
Node Data
Node Tag Elevation K Node Tag Elevation K
(ft) (ft)
1 30.25 5.62 8A 36.08 0.00
2 31.25 5.62 9A 36.08 0.00
3 30.25 5.62 10A 36.08 0.00
4 28.25 5.62 11A 36.08 0.00
5 31.25 5.62 12A 36.08 0.00
6 31.25 5.62 13A 36.08 0.00
7 31.25 5.62 14A 36.08 0.00
8 30.25 5.62 15A 36.08 0.00
9 28.25 5.62 30 36.80 -182.40
10 31.25 5.62 31 36.08 0.00
11 31.25 5.62 32 36.08 0.00
12 31.25 5.62 33 36.08 0.00
13 31.25 5.62 34 36.08 0.00
14 31.25 5.62 35 36.08 0.00
15 31.25 5.62 36 15.00 0.00
2A 36.08 0.00 TOR 15.00 0.00
1A 36.08 0.00 BOR 2.00 0.00
4A 36.08 0.00 55 2.00 0.00
5A 36.08 0.00 56 1.00 0.00
6A 36.08 0.00 BF -IN 2.00 0.00
7A 36.08 0.00 BF -OUT 2.00 0.00
SOURCE -3.00 SOURCE
SPRINKLER SYSTEM INPUT DATA Page 2
DATE: 5/30/2008L:\DAYWORKS KS 7700 +\KS 7953 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
Pipe Data
Pipe Tag End Node Tags Length Fittings Diameter HWC
(ft) (ft) (in)
1 1A 1 23.92 2ET 1.049 (A1.000) 120
2 2A 2 8.00 2ET 1.049 (A1.000) 120
3 8A 3 24.17 2ET 1.049 (A1.000) 120
4 4A 4 26.33 2ET 1.049 (A1.000) 120
5 5A 5 5.83 2ET 1.049 (A1.000) 120
6 6A 6 5.83 2ET 1.049 (A1.000) 120
7 7A 7 5.83 2ET 1.049 (A1.000) 120
8 8A 8 25.50 3E 1.049 (A1.000) 120
9 9A 9 22.25 2ET 1.049 (A1.000) 120
10 10A 10 5.50 2ET 1.049 (A1.000) 120
11 11A 11 5.50 2ET 1.049 (A1.000) 120
12 12A 12 5.50 2ET 1.049 (A1.000) 120
13 13A 13 5.25 2ET 1.049 (A1.000) 120
14 14A 14 5.25 2ET 1.049 (A1.000) 120
15 15A 15 5.25 2ET 1.049 (A1.000) 120
18 4A 1A 11.75 0.0 1.610 (A1.500) 120
18A 2A 4A 1.00 0.0 1.610 (A1.500) 120
19 5A 2A 8.00 0.0 1.610 (A1.500) 120
20 6A 5A 12.00 0.0 1.610 (A1.500) 120
21 7A 6A 12.00 0.0 1.610 (A1.500) 120
22 30 7A 8.25 2ET 1.610 (A1.500) 120
23 9A 8A 11.75 0.0 1.610 (A1.500) 120
24 10A 9A 9.00 0.0 1.610 (A1..500) 120
25 11A 10A 12.00 0.0 1.610 (A1.500) 120
26 12A 11A 12.00 0.0 1.610 (A1.500) 120
27 32 12A 4.50 2ET 1.610 (A1.500) 120
28 14A 13A 12.00 0.0 1.610 (A1.500) 120
29 15A 14A 12.00 0.0 1.610 (A1.500) 120
30 33 15A 4.50 2ET 1.610 (A1.500) 120
31 31 30 5.00 0.0 4.260 (B4.000) 120
32 32 31 7.75 0.0 4.260 (84.000) 120
33 33 32 11.00 0.0 4.260 (B4.000) 120
34 34 33 213.00 6ET 4.260 (B4.000) 120
35 35 34 55.00 2E 6.357 (86.000) 120
36 36 35 21.42 E 6.357 (B6.000) 120
37 TOR 36 86.00 8E 6.357 (B6.000) 120
38 BOR TOR 13.00 TCG 6.357 (B6.000) 120
39 55 BOR 19.00 2E 8.249 (B8.000) 120
40 BF -OUT 55 11.00 3E 10.374 (B10.00) 120
41 BF -IN BF -OUT Fixed Loss Device -5.0 psi
42 56 BF -IN 2.00 E 10.374 (B10.00) 120
43 SOURCE 56 80.00 2ETG 10.275 (D10.00) 140
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S \REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
WATER SUPPLY DATA
SOURCE
NODE
TAG
SOURCE
STATIC RESID. FLOW AVAIL. TOTAL
PRESS. PRESS. @ PRESS. @ DEMAND
(PSI) (PSI) (GPM) (PSI) (GPM)
REQ'D
PRESS.
(PSI)
140.0 20.0 10900.0 138.8 900.0 118.2
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE
(FT)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
2A
1A
4A
5A
6A
7A
8A
9A
10A
11A
12A
13A
14A
15A
30
31
32
33
34
30.2
31.2
30.2
28.2
31.2
31.2
31.2
30.2
28.2
31.2
31.2
31.2
31.2
31.2
31.2
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.8
36.1
36.1
36.1
36.1
K=
K=
K=
K=
K=
K=
K=
K=
K=
K=
K=
K=
K=
K=
K=
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
HOSE STREAM
900.0 GPM
250.0 GPM
182.4 GPM
467.6 GPM
PRESSURE
(PSI)
21.4
24.3
22.4
21.9
26.2
30.2
36.4
22.7
24.3
28.4
32.4
39.0
46.2
46.8
48.9
26.2
25.8
26.1
27.9
32.4
39.4
27.1
28.3
30.2
34.9
42.2
50.3
50.9
53.3
60.4
60.9
61.1
61.8
90.0
DISCHARGE
(GPM)
26.0
27.7
26.6
26.3
28.8
30.9
33.9
26.7
27.7
29.9
32.0
35.1
38.2
38.5
39.3
182.4
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
35 36.1 91.1
36 15.0 100.8
TOR 15.0 103.6
BOR 2.0 110.5
55 2.0 110.7
56 1.0 116.2
BF -IN 2.0 115.8
BF -OUT 2.0 - - - - 110.8 - - -
SOURCE -3.0 SOURCE 118.2 650.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 26.0 1.049 PL 23.92 PF 7.0
1A 36.1 0.0 25.8 0.0 9.7 120 FTG 2ET PE 2.5
1 30.2 5.6 21.4 26.0 0.211 TL 32.92 PV
Pipe: 2 27.7 1.049 PL 8.00 PF 4.0
2A 36.1 0.0 26.2 0.0 10.3 120 FTG 2ET PE 2.1
2 31.2 5.6 24.3 27.7 0.238 TL 17.00 PV
Pipe: 3 26.6 1.049 PL 24.17 PF 7.3
8A 36.1 0.0 27.1 0.0 9.9 120 FTG 2ET PE 2.5
3 30.2 5.6 22.4 26.6 0.220 TL 33.17 PV
Pipe: 4 26.3 1.049 PL 26.33 PF 7.6
4A 36.1 0.0 26.1 0.0 9.8 120 FTG 2ET PE 3.4
4 28.2 5.6 21.9 26.3 0.216 TL 35.33 PV
Pipe: 5 28.8 1.049 PL 5.83 PF 3.8
5A 36.1 0.0 27.9 0.0 10.7 120 FTG 2ET PE 2.1
5 31.2 5.6 26.2 28.8 0.255 TL 14.83 PV
Pipe: 6 30.9 1.049 PL 5.83 PF 4.3
6A 36.1 0.0 32.4 0.0 11.5 120 FTG 2ET PE 2.1
6 31.2 5.6 30.2 30.9 0.290 TL 14.83 PV
Pipe: 7 33.9 1.049 PL 5.83 PF 5.1
7A 36.1 0.0 39.4 0.0 12.6 120 FTG 2ET PE 2.1
7 31.2 5.6 36.4 33.9 0.345 TL 14.83 PV
Pipe: 8 26.7 1.049 PL 25.50 PF 7.0
8A 36.1 0.0 27.1 0.0 9.9 120 FTG 3E PE 2.5
8 30.2 5.6 22.7 26.7 0.223 TL 31.50 PV
Pipe: 9 27.7 1.049 PL 22.25 PF 7.4
9A 36.1 0.0 28.3 0.0 10.3 120 FTG 2ET PE 3.4
9 28.2 5.6 24.3 27.7 0.238 TL 31.25 PV
Pipe: 10 29.9 1.049 PL 5.50 PF 4.0
10A 36.1 0.0 30.2 0.0 11.1 120 FTG 2ET PE 2.1
10 31.2 5.6 28.4 29.9 0.274 TL 14.50 PV
Pipe: 11 32.0 1.049 PL 5.50 PF 4.5
11A 36.1 0.0 34.9 0.0 11.9 120 FTG 2ET PE 2.1
11 31.2 5.6 32.4 32.0 0.311 TL 14.50 PV
Pipe: 12 35.1 1.049 PL 5.50 PF 5.3
12A 36.1 0.0 42.2 0.0 13.0 120 FTG 2ET PE 2.1
12 31.2 5.6 39.0 35.1 0.368 TL 14.50 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 13 38.2 1.049 PL 5.25 PF 6.1
13A 36.1 0.0 50.3 0.0 14.2 120 FTG 2ET PE 2.1
13 31.2 5.6 46.2 38.2 0.431 TL 14.25 PV
Pipe: 14 38.5 1.049 PL 5.25 PF 6.2
14A 36.1 0.0 50.9 0.0 14.3 120 FTG 2ET PE 2.1
14 31.2 5.6 46.8 38.5 0.436 TL 14.25 PV
Pipe: 15 39.3 1.049 PL 5.25 PF 6.5
15A 36.1 0.0 53.3 0.0 14.6 120 FTG 2ET PE 2.1
15 31.2 5.6 48.9 39.3 0.454 TL 14.25 PV
Pipe: 18 26.0 1.610 PL 11.75 PF 0.3
4A 36.1 0.0 26.1 0.0 4.1 120 FTG ---- PE 0.0
1A 36.1 0.0 25.8 0.0 0.026 TL 11.75 PV
Pipe: 18A 52.3 1.610 PL 1.00 PF 0.1
2A 36.1 0.0 26.2 0.0 8.2 120 FTG ---- PE 0.0
4A 36.1 0.0 26.1 0.0 0.096 TL 1.00 PV
Pipe: 19 80.0 1.610 PL 8.00 PF 1.7
5A 36.1 0.0 27.9 0.0 12.6 120 FTG ---- PE 0.0
2A 36.1 0.0 26.2 0.0 0.210 TL 8.00 PV
Pipe: 20 108.8 1.610 PL 12.00 PF 4.4
6A 36.1 0.0 32.4 0.0 17.1 120 FTG ---- PE 0.0
5A 36.1 0.0 27.9 0.0 0.371 TL 12.00 PV
Pipe: 21 139.6 1.610 PL 12.00 PF 7.1
7A 36.1 0.0 39.4 0.0 22.0 120 FTG ---- PE 0.0
6A 36.1 0.0 32.4 0.0 0.588 TL 12.00 PV
Pipe: 22 173.6 1.610 PL 8.25 PF 21.3
30 36.8 H.S. 60.4 182.4 27.4 120 FTG 2ET PE 0.3
7A 36.1 0.0 39.4 0.0 0.880 TL 24.25 PV
Pipe: 23 53.3 1.610 PL 11.75 PF 1.2
9A 36.1 0.0 28.3 0.0 8.4 120 FTG ---- PE 0.0
8A 36.1 0.0 27.1 0.0 0.099 TL 11.75 PV
Pipe: 24 81.0 1.610 PL 9.00 PF 1.9
10A 36.1 0.0 30.2 0.0 12.8 120 FTG ---- PE 0.0
9A 36.1 0.0 28.3 0.0 0.215 TL 9.00 PV
Pipe: 25 110.9 1.610 PL 12.00 PF 4.6
11A 36.1 0.0 34.9 0.0 17.5 120 FTG ---- PE 0.0
10A 36.1 0.0 30.2 0.0 0.384 TL 12.00 PV
Pipe: 26 143.0 1.610 PL 12.00 PF 7.4
12A 36.1 0.0 42.2 0.0 22.5 120 FTG ---- PE 0.0
11A 36.1 0.0 34.9 0.0 0.614 TL 12.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 27 178.0 1.610 PL 4.50 PF 18.9
32 36.1 0.0 61.1 0.0 28.1 120 FTG 2ET PE 0.0
12A 36.1 0.0 42.2 0.0 0.922 TL 20.50 PV
Pipe: 28 38.2 1.610 PL 12.00 PF 0.6
14A 36.1 0.0 50.9 0.0 6.0 120 FTG ---- PE 0.0
13A 36.1 0.0 50.3 0.0 0.054 TL 12.00 PV
Pipe: 29 76.7 1.610 PL 12.00 PF 2.3
15A 36.1 0.0 53.3 0.0 12.1 120 FTG ---- PE 0.0
14A 36.1 0.0 50.9 0.0 0.194 TL 12.00 PV
Pipe: 30 116.0 1.610 PL 4.50 PF 8.6
33 36.1 0.0 61.8 0.0 18.3 120 FTG 2ET PE 0.0
15A 36.1 0.0 53.3 0.0 0.417 TL 20.50 PV
Pipe: 31 356.0 4.260 PL 5.00 PF 0.1
31 36.1 0.0 60.9 0.0 8.0 120 FTG ---- PE -0.3
30 36.8 H.S. 60.4 182.4 0.029 TL 5.00 PV
Pipe: 32 356.0 4.260 PL 7.75 PF 0.2
32 36.1 0.0 61.1 0.0 8.0 120 FTG ---- PE 0.0
31 36.1 0.0 60.9 0.0 0.029 TL 7.75 PV
Pipe: 33 534.0 4.260 PL 11.00 PF 0.7
33 36.1 0.0 61.8 0.0 12.0 120 FTG ---- PE 0.0
32 36.1 0.0 61.1 0.0 0.062 TL 11.00 PV
Pipe: 34 650.0 4.260 PL 213.00 PF 28.2
34 36.1 0.0 90.0 0.0 14.6 120 FTG 6ET PE 0.0
33 36.1 0.0 61.8 0.0 0.089 TL 318.50 PV
Pipe: 35 650.0 6.357 PL 55.00 PF 1.1
35 36.1 0.0 91.1 0.0 6.6 120 FTG 2E PE 0.0
34 36.1 0.0 90.0 0.0 0.013 TL 90.20 PV
Pipe: 36 650.0 6.357 PL 21.42 PF 0.5
36 15.0 0.0 100.8 0.0 6.6 120 FTG E PE -9.1
35 36.1 0.0 91.1 0.0 0.013 TL 39.02 PV
Pipe: 37 650.0 6.357 PL 86.00 PF 2.9
TOR 15.0 0.0 103.6 0.0 6.6 120 FTG 8E PE 0.0
36 15.0 0.0 100.8 0.0 0.013 TL 226.80 PV
BOR
TOR
Pipe: 38 650.0 6.357 PL 13.00 PF 1.2
2.0 0.0 110.5 , 0.0 6.6 120 FTG TCG PE -5.6
15.0 0.0 103.6 0.0 0.013 TL 94.70 PV
Pipe: 39 650.0 8.249 PL 19.00 PF 0.2
55 2.0 0.0 110.7 0.0 3.9 120 FTG 2E PE 0.0
BOR 2.0 0.0 110.5 0.0 0.004 TL 59.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
PIPE TAG Q(GPM) DIA(IN) LENGTH
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT)
NODES (FT) (K) (PSI) (GPM) FL/FT
PRESS.
SUM.
(PSI)
Pipe: 40 650.0 10.374 PL 11.00 PF 0.1
BF -OUT 2.0 0.0 110.8 0.0 2.5 120 FTG 3E PE 0.0
55 2.0 0.0 110.7 0.0 0.001 TL 84.80 PV
Pipe: 41 FIXED PRESSURE LOSS DEVICE
BF -IN 2.0 0.0 115.8 0.0 5.0 psi, 650.0 gpm
BF -OUT 2.0 0.0 110.8 0.0
Pipe: 42 650.0 10.374 PL 2.00 PF 0.0
56 1.0 0.0 116.2 0.0 2.5 120 FTG E PE -0.4
BF -IN 2.0 0.0 115.8 0.0 0.001 TL 26.60 PV
Pipe: 43 650.0 10.275 PL 80.00 PF 0.2
SOURCE -3.0 SRCE 118.2 (N/A) 2.5 140 FTG 2ETG PE -1.7
56 1.0 0.0 116.2 0.0 0.001 TL 220.80 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 7.9 computer program
under license no. 4903012830 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
(2) The system has been calculated to provide an average
imbalance at each node of 0.002 gpm and a maximum
imbalance at any node of 0.084 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 28.1 ft/sec at pipe 27.
(4) PIPE FITTINGS TABLE
Pipe Table Name: MOST.PIP
PAGE: A MATERIAL: SCH.40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D F
Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 45E11
H Q I S U V W
22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT
1.049 2.00 5.00 2.00 5.00 6.00 1.00 17.00 23.00 1.00
0.50 0.30 1.00 6.00 5.00 9.00 0.00
1.610 4.00 8.00 2.00 9.00 6.00 1.00 17.00 23.00 2.00
1.00 0.50 1.00 8.00 6.00 12.00 0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC' S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
PAGE: B MATERIAL: SCH.10 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D F
Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 45E11
-----------------------
H Q I S U V W
22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT
4.260 13.20 26.30 7.90 29.00 15.80 2.60 36.90 39.50 6.60
3.30 1.60 1.30 18.40 11.90 31.60 0.00
6.357 17.60 37.70 11.30 40.20 12.60 3.80 37.70 41.50 8.80
4.40 2.20 1.30 22.60 13.80 42.70 0.00
8.249 20.00 38.90 14.50 50.00 13.30 4.40 45.60 41.50 10.00
5.00 2.50 1.10 24.50 14.50 43.40 0.00
10.374 24.60 56.00 17.90 61.60 21.30 5.60 45.60 41.50 12.30
6.20 3.10 1.10 29.10 16.80 56.00 0.00
PAGE: D MATERIAL: DI -52 HWC: 140
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D F
Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 45E11
10.275
H Q
22/Ell 11gE11
31.30 71.10 22.70 78.20 27.00 7.10 61.20 47.20 15.60
7.80 3.90
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
O
0
0
0.00 psi Flow:
• rl
UI
H O
M O
•
U
w,�
cr
E pE v v
tn
a) o o U U
Sa • a)
0 sa 0 > b
N 0 o ri C
W al co an a, al
fa, s -i C A
2 ( a•CO
�aroac°'i
W ro o 1 r 0
I-1 ft CO tr'a
> m (1) -4•
4 •-•4
ri N
B. System
O O
O O O O O O O
10 d' N O O
ri ri ri r -I
C7 g W a a W m u, ,7 a W `- ¢,m -H
N
0 0
O 0 rI
N '
0
0
0
ri
0
0
rn
rn
O
O X
S a
0
w
0
0
0
o
O
0
0
0
M
M
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
WATER SUPPLY CURVE
144+
0
1\
132+ \
1 \
1 \
1 \
120+ \
X
1
1
108+
1
1
1
P 96+
R 1
E 1
s 1
S 84+
U 1
R 1
E 1
72+
( 1
P 1
S 1
I 60+
1
1
1
48+
1
1
1
36+
1
1
1
24+
1
1X
1
12+
10
1
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
LEGEND
\
11 *
<-20.0 psi @ 10900 gpm
= Required Water Supply Flow Test Point
118.16 psi @ 900.0 gpm
Available Water Supply
138.81 psi @ 900.0 gpm
11
11
0++-+---+
32004800 6400 8000 9600 11200 12800 14400 16000
FLOW (GPM)
WET SEAL
FIRE ALARM `:~SYSTEM
TUKWILA, WASHINGTON
SHEET INDEX
GENERAL NOTES
SYMBOLS LEGEND
SHEET
\UM3E. SHEET TITLE
FA -01
SYST
EV I\FO
ATI O \
FA -02
TYPICAL DETAILS - WRI\G A
\D MOU\TI\G
FA -03
FRE ALARM SYSTEM FLOO PLAN
FA -04
SYSTE
V
CALCULATIO\S (GENEAL), �ISE�, SITE PLA\
WIRE DESIGNATION SCHEDULE
WIRE SCHEDULE AND CONDUIT FILL CHART
WIRE DESIGNATI❑N
SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE
D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET)
H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET)
P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET)
S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET)
A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET)
V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET)
I REMOTE INDICATI❑N LIGHT TWO #18 FPL/FPLR RED (JACKET)
X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET)
UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET)
UI UNDERGROUND INITIATI❑N TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET)
M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET)
B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET)
CONDUIT FILL CHART
NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA
TWO 600V #12 AWG THHN/THWN .244 0.D. .0467
TWO 600V #14 AWG THHN/THWN TWISTED .210 0.D. .0346
TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 0.D. .0191
CONDUIT FILL
CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE
ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM
THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE.
CONDUIT SIZE MAXIMUM FILL
1/2" .12 SQUARE INCH
3/4" .21 SQUARE INCH
1" .34 SQUARE INCH
1-1/4" .60 SQUARE INCH
1-1/2" .82 SQUARE INCH
2" 1.34 SQUARE INCH
FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4.
SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END
FOR SIEMENS SYSTEM:
DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH
DEVICES ADDRESS.
1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS
DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1.
2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED.
3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL
BRANCHING IS PERMISSIBLE
4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL
ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION.
5. INSTALLATION MATERIALS (LE. CONDUIT, WIRE, FITTINGS, HANGERS,
STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT)
ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION.
6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT
AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1
7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY,
TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY,
AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION.
8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED
DRAWINGS FOR "AS BUILT" PURPOSES.
9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT
SHEETS AND/OR INSTALLATION INSTRUCTIONS.
10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS
MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72,
SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER
SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT
DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN.
11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT
OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS.
12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE
ACTIVATION DEVICE.
13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD ,DRAWINGS SET.
14. ALL 120VAC CIRCUITS ARE FROVI DEDICATED CIRCUITS FROM THE EMERGENCY
GENERATOR.
15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER
THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL.
EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION
FOR PROTECTION DURING CONSTRUCTION.
DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL
TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72
CHAPTER 7.
16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT
AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR
OTHER BACK BOXES OF DIFFERENT CIRCUITS.
17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND
AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO
FINAL EQUIPMENT TRIM.
18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A
PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP.
19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE
OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES
AFTER COMPLETION OF THEIR INSTALLATION.
20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH
IT IS LOCATED.
21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT.,
22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING
PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE
INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING
FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE
ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT
CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E.,
MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY.
23.
NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE
ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES.
THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE
CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM
SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT). WHERE
THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE
CABLE IS INSTALLED
QUANTITY
3
2
4
2
EX
SYMBOL DESCRIPTION
MODEL
MANUFACTURER
BACKBOX
MOUNTING HEIGHT
FACP
FIRE ALARM
EX CONTROL PANEL
XLS-V
SIEMENS
PROVIDED
66" A.F.F.
TO TOP
FARA
FIRE ALARM
REMOTE ANNUNCIATOR
SDD-C
SIEMENS
PROVIDED
66" A.F.F.
TO TOP
BPS
REMOTE BOOSTER
EX POWER SUPPLY
PAD -3
SIEMENS
PROVIDED
66" A.F.F.
TO TOP
INTERFACE MODULE HTRI-R
WITH RELAY
SIEMENS
4S DEEP
VERIFY
IN HELD
DUAL INPUT
INTERFACE MODULE
HTRI-D
SIEMENS
4S DEEP
VERIFY
IN FIELD
HCP
CONTROL POINT
MODULE
HCP
SIEMENS
4S DEEP
VERIFY
IN FIELD
HZM
REMOTE CONVENTIONAL HZM
ZONE MODULE
SIEMENS
4S DEEP
VERIFY
IN FIELD
17-3-a
LINEAR BEAM
SMOKE DETECTOR
PBA -1191 SIEMENS
PROVIDED
VERIFY
IN FIELD
SMOKE DETECTOR HFP-11 W/ SIEMENS
(ADDRESSABLE -PHOTO) DB -11 BASE
4S DEEP
W/ 1G RING
CEILING
D
DUCT SMOKE
DETECTOR
AD2-P W/ SIEMENS
TSM MODULE
DUCT HOUSING
VERIFY
IN FIELD
HEAT DETECTOR
(ADDRESSABLE)
HFPT-11 w/ SIEMENS
DB -11 BASE
4S DEEP
W/ 1G RING
• CEILING
FIRE ALARM
SPEAKER STROBE
(CEILING MOUNT)
gL C
FIRE ALARM
SPEAKER STROBE
(WALL MOUNT)
FIRE ALARM
SPEAKER STROBE
(CEILING MOUNT)
SET -MC -CW SIEMENS
SET -MC -W SIEMENS
4S DEEP BOX
W/ 1-1/2" EXT.
4S DEEP BOX
W/ 1-1/2" EXT.
CEILING
80" A.F.F.
TO BOTTOM
SET -HMC -CW SIEMENS
4S DEEP BOX
W/ 1-1/2" EXT.
CEILING
L
C
FIRE ALARM
STROBE
(CEILING MOUNT)
ZR -MC -OW SIEMENS
L
FIRE ALARM
STROBE
(WALL MOUNT)
4S BOX
W/ 1G RING
CEILING
ZR -MC -W SIEMENS
4S BOX
W/ 1G RING
80" A.F.F.
TO BOTTOM U.O.N.
Q
C
Q
FIRE ALARM
SPEAKER
(CEILING MOUNT)
FIRE ALARM
SPEAKER
(WALL MOUNT)
FIRE ALARM
B b STROBE
WP (WEATHERPROOF)
MR
MULTI -VOLTAGE
CONTROL RELAY
SET -CW SIEMENS
4S DEEP BOX
W/ 1-1/2" EXT.
CEILING
SET -W
SIEMENS 4S DEEP BOX
W/ 1-1/2" EXT.
80" A.F.F.
TO BOTTOM
SET -Si 7 -WP SIEMENS
MT -SUR -BOX
1/2" PIPE
VERIFY
IN FIELD
MR -201 /C AIR PRODUCTS 4S BOX
VERIFY
IN FIELD
MAGNETIC
DOOR HOLDER
F.B.O.
F.B.O.
F.B.O.
VERIFY
IN FIELD
FA JBOX
FIRE ALARM
TERMINAL CABINET
F.B.O.
r V =K ICY
IN FIELD
A.F.F.
JUNCTI❑N BOX
ABOVE FINISHED
FLOOR
F.B.❑,
N/A
P N/A
•
CCe0
N/A
Without Comments
VERI
IN F ELD
N/A
F.B.D.
FURNISHED BY
OTHERS
N/A
N (] As Noted IWggd
Per The Attached Letter
N/A
NOT
APPLICABLE
N/A
U.❑.N,
UNLESS OTHERWISE
NOTED
N/A
WP
WEATHERPROOF
DEVICE
N/A
RED
AS BUILT
ADD OR CHANGE
N/A
i NSA plans have been re\Pib<ded by The Tukwila Fid/A
Prevention Bureau for conformance with current city
standards. Acceptance is su�.
E �..-`1......1to errors and
ckiiiAions which do not au(ttorize violations of adoptfflA
standards and ordinances. The responsibility for the
cuacy of design rests totally with the designer.
A," ditions, deletions or revl-F6 S o these drawings;
t
xt4
this date will void this_acceptance and will require aovat
rNessAbmittal of revised draw(ings for sOtbsequtnt ap r .
N/A
Final acceptance is subject to field test and inspection by
TIATukwila Fire. N/A N/A
GREEN
BLUE
AS BUILT
REMOVE
AS BUILT
NOTES TO CAD
N/A
N/A
z
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CD
FAX (206) 628-4990
(206) 622-6545
RELEASE/REVISIONS
REV. BY:
I NVI
DESCRIPTION
SHOP DRAWINGS
DATE
06/04/08
2
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NOTICE
A completed, signed, TukvIila
Fire Department Pre-test
Certificate must be presented
to the Inspector prior to
commencement of Acceptance-
Testing of any Fire Alar n
and Detection Systems.
Failure of test will resu t
in a Re -inspection Fee and
termination of the testing.
PAVVILA FIFE DEPART iita4,
please call: 575-4407
and give this job
and exact address for shut4
riown or restoration apprcvaI
RECEIVED
J!1 - 5 2008
37
u, ila Eir/5-?e
Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved
Z
0
Q
EC
0
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}
N
SCALE: NOT TO SCALE
DRAWN BY:
(.ANDERSON
DESIGNED BY:
R.VEZZANI
DATE:06/04/08
BACKROUND PLAN PROVIDED BY:
\OB NUMBER:
f SHEET
FA -01
THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72.
THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX
DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED.
BEND OR OTHER
OBSTRUCTION
ANY DUCK OVER 3' WIDE, SAMPLE TUBE
MUST GO THRU THE DUCT AND BE CAPPED.
6-10 DUCT
EQUIVALENT
DIAMETERS
TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT
LABEL SCALE
COMBINE ALL SHIELDS AND
ISOLATE FROM GROUNDING
TO NEXT ADDRESSABLE DEVICE
STOP IF LAST DEVICE
o
FROM XLS CONTROL PANEL OR i+
PREVIOUS ADDRESSABLE DEVIC
END OF LINE DEVICE(3.6K 1/4W)
SUPERVISED SWITCH
GROUND
m
DUCT DETECTOR
LOCATI❑N
HTRI-R
STATUS LED
oo
t\
to
0
0
0
N.O.
COM
N.C.
NOTE:
FOR ADDITIONAL SPECIFICATIONS
SEE PRODUCT DOCUMENTATION.
0
TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL
LABEL SCALE
PREVI❑US ADDRESSABLE
DEVICE
TO NEXT ADDRESSABLE
DEVICE
(BACKGOUND MUSIC SHUTDOWN)
+
0
I0 01
TB1
NOTE 11
VOLTAGE MAX, -
CURRENT MAX, -
CONT, RES, MAX, -
MAX, CABLE LENGTH -
C (LINE TO LINE) -
C (LINE TO SHIELD) -
MAX. LINE SIZE -
MIN. LINE SIZE -
MUSIC
OUTLET SAMPLING -
TUBE
INLET SAMPLING—
TUBE
AT LEAST
SIX DUCT
WIDTHS
FROM BEND
TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR
SCALE:NONE
�}-AC POWER SOURCE
COMBINE ALL SHIELDS AND
ISOLATE FROM GROUNDING
TO NEXT ADDRESSABLE DEVICE 1(+)
STOP IF LAST DEVICE {(+)
FROM XLS CONTROL PANEL OR
PREVIOUS ADDRESSABLE DEVICE (-)
RELAY CONTACTS
(4.OA @ 125VAC)
(4.OA @ 30VDC)
27 VDC
3,5 riA DURING POLLING
10 OHMS
200 FT. (18 AWG)
0,02uF
0,04uF
14 AWG
18 AWG
NOTE 21
ALL SUPERVISED SWITCHES MUST BE HELD CLOSED
AND/OR OPEN FOR AT LEAST .25 SEC. TO GUARANTEE
DETECTI❑N,
0
S630000
1 2 3 4 5 6
TB2
CP
OOH -+
654321
0
0
/Z
END OF LINE
DEVICE
(3.6K 1/4W)
SUPERVISED
SWITCH
GROUND '
0
0
0\\Th
J
HTRI-D
STATUS LED
Co
0
NOT USED
END OF
LINE DEVICE
3.6K 1/4W)
0
NOTE: 1
FOR ADDITIONAL SPECIFICATIONS
SEE PRODUCT DOCUMENTATION.
TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL
LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE)
0
GND N AC
0
0
0
-1-J-
1-
TT TT
0
PAD -3
0
00
0
INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX
1+1- 1 2+2- 2 NC C NO + - + - + - + - + -
24K
n
TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP)
LABEL SCALE
,NAC -4
NAC -3
NAC -2
NAC -1
\SUPERVISED
SWITCH
(
FRONT VIEW
NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION.
NOT USED
REMOTE
DEVICE LOOP
NOT USED
REMOTE
DEVICE LOOP
0
0
0
0
FROM XLS CONTROL PANEL OR (+)>
PREVIOUS ADDRESSABLE DEVICE (-)>
FROM REMOTE
POWER SUPPLY
C'S' CABLE)
FROM FACP
(VOICE CIRCUIT)
<'V' CABLE)
470
OHMS
�YV
EOL
TEM -1
0
IDIC
O
0
Y 4.6_
CCgc1
--- --- - -- -- --
TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL
SCALE NO E
M
STR❑BE)
SPEAKER
(+) (-)
STROBE
GROUND
->(+)TO NEXT DEVICE OR 1
>(-) STOP IF LAST DEVICE
v u
(STROBE( -)
SPEAKER
SPEAKERISTROBE AND STROBE WIRING
LABEL SCALE
SPEAKER STROBE
OR STROBE ONLY
80" A.F.F.
4S DEEP BOX
W/ 1-1 /2"
EXTENSION RING
(SPEAKER STROBE)
4S BOX
(STROBE ONLY)
SPEAKER/STROBE
WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS
SCALE:NONE
TO NEXT
DEVICE OR
END OF LINE
TO NEXT
DEVICE OR
END OF LINE
NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION.
OPER T1IN TEMPERATU E:
+32"F (0' C) TO 100"F 36 C)
HUMIDITY: 9 % RELATIVE HUMIDITY,
NON -CONDENSING
HFP-11 SMOKE
DETECTOR
FROM PREVIOUS
ADDRESSABLE DEVICE
OR POWER SOURCE
[DATA IN ( )>
DATA IN (+) >
DEVICE IS USTED FOR AIR VOLOCITY
APPLICATIONS OF 300-4000 FT/MIN
WHEN USED IN CONJUNCTION WITH
DUCT HOUSINGS AD -11P OR AD-11XPR
j-- DB -11
STANDARD
SMOKE
DETECTOR
BASE
REAR VIEW
HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL
LABEL SCALE
TO NEXT DEVICE <
> ( ) DATA OUT
> (+) DATA OUT J7
CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID)
HARD LID ^\
CEILING
HARD LID —..\
---SPEAKER SUPPORT TILE
BRIDGE
4' SQUARE DEEP BOX
WITH 1-1/2' EXTENSI❑N
CEILING MOUNTED
SPEAKER/STROBE
CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING)
SCALE:NONE
JUNCTI❑N BOX ---,
MOUNTED ON
CEILING, FLEX
JUNCTI❑N BOX
MOUNTED AGAINST
CEILING SUPPORT
f//
/
/
/
00
/40 0
TO NEXT DEVICE
------CADDY BAR
SMOKE DETECTOR—
SMOKE
ETECTOR—
SMOKE DETECTOR MOUNTING
SCALE:NONE
SUSPENDED
ILLUMINATED CEILING
DO \OT INSTAL
ADDRESSABLE 0\
DEVICES u INTI
FREF OC AMIMED W
DEVICES ADDRESS.
TAT 0\IC
T
Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved
Col
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FAX (206) 628-4990
TEL. (206) 622-6545
RELEASE/REVISIONS
REV. BY:
z
DESCRIPTION
SHOP DRAWINGS
DATE
06/04/08
2
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W
CJ
SCALE: NOT TO SCALE
DRAWN BY:
(.ANDERSON
DESIGNED BY:
R.VEZZANI
DATE: 06/04/08
BACKROUND PLAN PROVIDED BY:
S0B NUMBER:
SHEET
FA -02 .}
EOL -S1
19.96V
NORTH
WET SEAL WESTFIELD SOUTHCENTER MALL
SCALE 118"=1'
AG 1\®
ES:
FIELD LOCATE RELAY MODULE FOR
BACK GROUND MUSIC INTERFACE,
FIELD LOCATE SIEMENS DUCT
DETECTOR ON RETURN SIDE OF
ALL VAV UNITS.(SEE SIEMENS
INSTALLATI❑N SUBMITTAL FOR
LOCATION GUIDELINES AND FA -02)
DEVICES SUPPLIED BY GSS,
INSTALLED BY MECHANICAL
CONTRACTOR.
WIRED BY ELECTRICAL
CONTRACTOR.
SIEMENS HTRI—D ADDRESSABLE
INPUT WITH HOOD VENILLAT❑R
FIRE SUPPRESI❑N SYSTEM. FIELD
LOCATE WITHIN 3 FEET OF
C❑NTRL PANEL,
FIELD LOCATE SIEMENS PAD -3
BOOSTER POWER SUPPLY FOR
STROBE POWER, AC POWER BY EC
FROM DEDICATED, LOCKED OUT
20A, 110 VAC BRANCH CIRCUIT.
DO NO NS AL
ADDRESSABLE I\ T A 1
DFVICLS UNTIL
DRFRROGRAMMED WI-I--
DEVICES
D IDEVICES ADDRESS.
NG
Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved
00
O'
ft3
y
CA
FAX (206) 628-4990
TEL. (206) 622-6545
RELEASE/REVISIONS
REV. BY:
z
DESCRIPTION
SHOP DRAWINGS
DATE
06/04/08
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SCALE: 1/8" = 1'0"
DRAWN BY:
[.ANDERSON
DESIGNED BY:
R.VEZZANI
DATE: 06/04/08
BACKROUND PLAN PROVIDED BY:
\:,..19B NUMBER:
FA -03}
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FOOT OCYER
TENANCY
'0 -11..OCI, _:r-
1200
:.4
WET SEAL WESTFIELD SOUTHCENTER MALL
SCALE 1132"=1'
2S,2V
0
w
0
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142°1
D
EOL -S1
EX
SYSTEM CALCULATIONS
BATTERY SIZING CALCULATION
WET SEAL
WET SEAL
FACP ADD ONS
SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations
DESCRIPTION
PROJECT:
WESTFIELD SOUTHCENTER MALL
DATE
06/04/08
Panel:
WET SEAL
Wire Resistance 1.62
Date:
June 4, 2008
CURRENT TOTAL
Current Load:
Standby:
Alarm:
S1
Current Load:
Standby:
Alarm:
_
QTY
Device Type
Alarm Current
Alarm Total
Wire Size Wire Length
Voltage at EOL
Circuit Total
2
SET -MC @15CD
64
128
Device Type
Qty
Amps
Total
Amps
Total
98
Device Type
Qty
Amps
Total
Amps
Total
SET -MC @75CD
HFP-11
350
0.0022
0.0022
0.0023
Total Device Load, Amps (I)
0.70
0
SET -MC @110CD
233
0
(Total Cct Load)
AD2-P
0
2
0.0635
0.0635
0.064
0.128
Main System Board
Voltage Drop ( E)
1
0.03
SET-HMC-C@177CD
0.03
0.030
0.030
HTR -R
3
0.009600
0.0096
0.021
0.063
0
SET -MC @15CD
2
EOL Voltage
19.96
0.064
0.128
445
HTRI-D
0.001600
0.0035
2
SET -MC @30CD
64
1
0.098
0.098
ICP -B6
Z-MC@30CD
98
0.005
SET -MC @75CD
0
2
233
0
0.175
0.350
DEVICES=
7
TOTAL mA=
704
12 191 19.96433664
704
SET -MC @110CD
0.233
Notification Appliance Circuit Detail
SET HMC-C@115CD
PROJECT:
WESTFIELD SOUTHCENTER MALL
0.318
Panel:
WET SEAL
Wire Resistance 2.58
Date:
June 4, 2008
CURRENT TOTAL=
SET HMC-C@135CD
CIRCUIT:
SPEAKER CIRCUIT
0.318
0.0731
Amps
0.191
Amps
SET HMC-C@185CD
Alarm Total
Wire Size
Wire Length
Voltage at EOL
Circuit Total
0.445
5
70.7V 1/8
1.8
9
ZR -MC @15CD
Total Wire Resistance (R j
2
0
0
0.064
0.128
Standby Current Load:
0.0731
Amps
For 24 Hours =
1.754
Amp -hours
0
ZR -MC @30CD
0.098
0.01
0
0
0
HCP
0
0
0
0.0015
Alarm Current Load:
0.191
Amps
For 5 Minutes=
0.016
Amp -hours
0.03
Amps
0.734
Amps
0
0
EOL Voltage
20.39
0
0
0
(20.4 - E)
0
25% Derating=
2.213
Amp -hours
Standby Current Load:
0.03
Amps
For 24 Hours =
0.720
Amp -hours
0
0
DEVICES=
5
TOTAL mA=
9
14
191
20.39112996)
Alarm Current Load:
0.734
Amps
For 5 Minutes=
0.062
Amp -hours
Total System Current Load:
_
2.213
Amp -hours
25% Derating=
0.977
Amp -hours
Battery Pair to be Used:
12VDC
Amp -hours
7AH
Total System Current Load:
0.977
Amp -hours
Battery Pair to be Used:
12VDC
Amp -hours
7AH
BATTERY SIZING CALCULATION
z
:5
1743 IST AVE. SO., SEATTLE, WASHINGTON
FAX (206) 628-4990
TEL. (206) 622-651+5
RELEASE/REVISIONS
REV. BY:
z
Notification Appliance Circuit Detail
DESCRIPTION
PROJECT:
WESTFIELD SOUTHCENTER MALL
DATE
06/04/08
Panel:
WET SEAL
Wire Resistance 1.62
Date:
June 4, 2008
CURRENT TOTAL
704
CIRCUIT:
S1
_
QTY
Device Type
Alarm Current
Alarm Total
Wire Size Wire Length
Voltage at EOL
Circuit Total
2
SET -MC @15CD
64
128
Total Wire Resistance ( R)
0.62
1
SET -MC @30CD
98
98
(WL *2 ) * (R/ft)
2
SET -MC @75CD
175
350
Total Device Load, Amps (I)
0.70
0
SET -MC @110CD
233
0
(Total Cct Load)
0
SET-HMC-C@115CD
318
0
Voltage Drop ( E)
0.44
0
SET-HMC-C@177CD
445
0
(E= I * R)
0
SET -HMC @135CD
318
0
EOL Voltage
19.96
0
SET -HMC @185CD
445
0
(20.4 - E)
2
Z-MC@15CD
64
128
0
Z-MC@30CD
98
0
0
SET-MC-CW@110CD
233
0
DEVICES=
7
TOTAL mA=
704
12 191 19.96433664
704
Notification Appliance Circuit Detail
PROJECT:
WESTFIELD SOUTHCENTER MALL
Panel:
WET SEAL
Wire Resistance 2.58
Date:
June 4, 2008
CURRENT TOTAL=
9
CIRCUIT:
SPEAKER CIRCUIT
QTY
Device Type
Alarm Current
Alarm Total
Wire Size
Wire Length
Voltage at EOL
Circuit Total
5
70.7V 1/8
1.8
9
Total Wire Resistance (R j
0.99
0
0
0
0
0
0
Total Device Load, Amps (1)
0.01
0
0
0
(Total Cct Load)
0
0
0
Voltage Drop (E)
0.01
0
0
0
EOL Voltage
20.39
0
0
0
(20.4 - E)
0
0
0
0
0
0
DEVICES=
5
TOTAL mA=
9
14
191
20.39112996)
z
:5
1743 IST AVE. SO., SEATTLE, WASHINGTON
FAX (206) 628-4990
TEL. (206) 622-651+5
RELEASE/REVISIONS
REV. BY:
z
DESCRIPTION
SHOP DRAWINGS
DATE
06/04/08
co
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‘CALE: AS NOTED
DRAWN BY:
!.ANDERSON
DESIGNED BY:
R.VEZZANI
DATE: 06/04/08
BACKROUND PLAN PROVIDED BY:
\0B NUMBER:
RISER DIAGRAM
VOLTAGE DROP CALCULATION
Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved
SHEET
FA -04
NE
CE
RO
2'X4'A.C.T.
LING IN STOCK
M ® 12'-0"
1—
N
W G . BD. CEILING
8'-0 A.F.F. PAINT
NEW 2'
CEILING
CORRID
NEW G
FLUOR
CORRID
SURFA
0
X 4' A.C.T.
IN EXIT
R 0 12'-0"
BD. CEILING
A:F:FT PAINT -
CENT LIGHTS
11R TO BE
E MOUNTE
S1
Sl
UORESCENT LIGHTS
OCKROOM TO BE
RFACE MOUNTED
13'-8211
2T -G11'
Mew .011
ved
NEW FIT11NG ROOM
'X4'TEGULAR
EILING ® 10'-0"
TGC IS TO CUT THE
GRIDS OUT AT LIGHTS TO I
PROVIDE ACCESS TO
CHANGE LAMPS
—TRACK LIGHTING
ON UNISTRUT SEE
DETAIL 2/E102
BOTTOM OF NEW
LIGHT COVE 0 12'-l"
11'-421"
2'-0" X 4'-0" WHITE
GRID SUSPEND 3"
BELOW SOFFIT
5/8" G' '. BD. SOFFIT
® 12'-7 - PAINT
2-11/2 B-012
TRACK LIGHTS IN
SALES AREA
SURFACE MOUNTED
(TYP.)
GENERAL NOTE=S
I.
2.
3.
FILE COPY 4.
TGC IS TO CUT THE
GRIDS OUT AT LIGHTS
TO PROVIDE ACCESS
TO CHANGE LAMPS
2'-0" X 4'-0"
WHITE GRID
SUSPEND 3"
BELOW SOFFIT
5/8" GYP. BD. SOFFIT
012'-7" - PAINT
BOTTOM OF NEW
LIGHT COVE ® 12'-1"
5.
6.
1.
10.
11.
10.
11.
12.
13.
5/8" C J'. BD. SOFFIT
12'-1 - PAINT
SIGNAGE. SEE DETAILS
ON SHEET A401
.�1
L) FI TTI G
ROO S
II A
DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND
CITY OF TUKUJILA FIRE DEPT. REQUIREMENTS.
ALL MATERIALS SHALL BE NEUJ AND U.L. APPROVED.
PIPE: ALL PIPE 2" AND LARGER TO BE SCHEDULE 40 BLACK STEEL.
ALL PIPE 2i" AND LARGER TO BE SCHEDULE 10 BLACK STEEL.
FITTINGS: ALL FITTING5 (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE
STAR BRAND DUCTILE IRON.
PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS.
ALL ELECTRICAL WIRING AND CONDIUT IS BY OTHERS.
ALL WELDING TO CONFORM WITH AWS D109 AND WILL BE PERFORMED IN COSCO'S SHOP.
It IS THE BUILDING OWNERS RESPONSIBILITY TO KEEP ALL AREAS WITH WET SPRINKLER
SYSTEMS HEATED TO A MINIMUM 40 DEGREES FAHRENHEIT TO PREVENT FREEZING OP PIPES.
OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON THE CONTRACT
DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILLIARY
DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY COSCO TO SUPPLIMENT THE STRUCTURE
TO ACCOMODATE FIRE SPRINKLER PIPING LOADS.
COSCO ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION,
PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIPIED
OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED
DIRECTLY BY COSCO FIRE PROTECTION.
UNDERGROUND CONTRACTOR SHALL FLUSH THE UNDERGROUND AND PROVIDE COSCO WITH THE
PROPER CERTIFICATE OF DOING SO BEFORE COSCO WILL CONNECT TO THE UNDERGROUND PIPE.
SPRINKLER HEADS ARE DESIGNED TO BE IN CENTERLINE OF CEILING TILE (+1- 1").
ALL DIMENSIONS ARE TO CENTERLINE OF PIPE.
DOTTED LINES DENOTE EXISTING PIPE.
( -DENOTES EXISTING SPRINKLER HEAD.
SYMBOLS/ABREVIATIONS:
FUKWILA FIRE DEPARTMENT
Please call: 575-4407
and give this job
[X' -X"] - DENOTES CENTER LINE OF SPRINKLER PIPE AP °• (-)23
and exact address for shut"
>own or restoration approval.
X' -X"
- DENOTES CEILING HEIGHT.
AFF - CENTERLINE OF PIPE. ABOVE FINISHED FLOOR.
BDK - CENTERLINE OF PIPE BELOW BOTTOM. •� DECK
F - FLEXIBLE GROOVED COUPLING.
MT - MECHANICAL TEE
AT - HYDRAULIC REFERENCE NODE. ;-)
iltzb,r-
TGC IS TO CUT THE
GRIDS OUT AT LIGHTS
TO PROVIDE ACCESS
TO CHANGE LAMPS
5/8" GYP. BD. SOFFIT
- ®-12'-7 ---PAINS - — { i
TRACK LIGHTS IN SALES
AREA SURFACE MOUN D
(TYP.)
/2
1311- ..
1
"A1
TOLCO FIG. 65 C -CLAMP
PIPE ROD
SIZE DIA
1" 3/8"
11/4" 3/8"
1 I/2" 3/8"
2" 3/8"
2 1/2" 3/8"
3" 3/8"
4" 3/8"
6" 1/2"
8" 1/2"
RETAINER STRAP, NUT
THREADED ROD
HILTI FIG LH OR
TOLCO FIG 200
HANGER RING UL
04/2007
COSCO STANDARD HANGER
2
C
1 1131202811 1
FLUORESCENT LIGHT TO
BE SURFACE MOUNTED
SALcS AREA CEILING
5/8 GYP. BD. ® 13'-0"
A.F.F. - PAINT
FIRE PROTECTIONPIPING PLAN
TOLCO FIG. 78 THREADED STEEL DECK PLATE
(2)-I/4" x I" TEK SHEET METAL SCREW
PIPE ROD
SIZE DIA
I" 3/8"
1 I/4" 3/8"
1 1/2" 3/8"
2" 3/8"
THREADED ROD
HILTI FIG LH OR
TOLCO FIG 200
HANGER RING UL
04/2007
COSCO STANDARD HANGER
8 METAL
TOLCO FIG. 25 SURGE RESTRAINER
TYPE 1 — FOR 1" AND 1-1/4" PIPE AND HANGER
TYPE 2 — FOR 1-1/2" AND 2" PIPE AND HANGER
SYSTEM PRESSURE EXCEEDS 100 PSI. USE FIG. 25
WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA
TO RESTRAIN THE UPWARD MOVEMENT OF PIPE
AS IT OCCURS DURING SPRINKLER HEAD
ACTIVATION OR SEISMIC ACTIVITY
FIGURE 25 SURGE RESTRAINER.
IA FOR STEEL OR CPVC PLASTIC PIPE
BRANCHLINE
'1-
HYDRAULIC REMOTE AREA — A
(ORDINARY HAZARD GROUP 2)
THIS SYSTEM DESIGNED TO DISCHARGE 0.20 G.P.M.
OVER THE HYDRAULIC MOST REMOTE 1500 SQ. FT.
WHEN SUPPLIED WITH WATER AT THE CITY CONN.
AT A RATE OF 650 G.P.M. AT 110.5 P.S.I.
INSIDE HOSE ALLOWANCE: NONE
OUTSIDE HOSE ALLOWANCE: 250 G.P.M.
1" X DROP
(SEE PLAN)
1" X ARMOVER
/ (SEE PLAN)
SUSPENDED CEILING
1" X 1/2" RC IN TILE CEILINGS
-"1" ADJUSTABLE DROP IN
GYP BOARD CEILINGS
TYPICAL DROP TO SPRINKLER HEAD
DESCRIPTION
atl
•`i'titlmlR4�?'MP4t1W�.Y+�iiaVMwM1'�FuwWM1dMM
SPRINKLER HEAD LEGEND :
S/N
ORIFICE
NPT
K -FACT.
TEMP.
1 1/2" BRANCHLINE
Li—IL
"FLEXHEAD" FLEXABLE DROP
CORRUGATED STAINLESS STEEL
BRAIDED HOSE
ADJUSTABLE HUB
MOUNTING BRACKET \
NE
■
�■
•
J
w
2' 0" X 4'-O"
WHITE GRID
SUSPEND 3"
BELOW SOFFIT
BOTTOM OF NEW
LIGHT COVE
12'-l"
WHERE LENGTH OF ALL THREAD ROD
ARGCO 03B OFFSET
EXCEEDS 1'-10" ADD SECOND RESTRAINT
F ,
�r.
linage plans have been reviewed by The Tukwila Fire
Prevention Bureau for conformance with current city
standards. . Acceptance is wubiect to errors and
omiseions which do not authorize violations of adopted
standards and °romances. The responsibility for the
adequacy of design rests tot=ally with the designer.
Additions,dal,::tion or ro,visions t) theta { ralr.'ings atter
P this date will void t 1 ;
t carx;c:pfanc,r.. :;!rid will rc gl.l,re ;1
resubmittal o' .: vised c1 '.&-irigs for sub; equerlt approval.
Final accr..pt.;nr..E_ is 3ub;oct to field test and inspection by
The Tukwila FTs i, r.:n.,;.ition Bureau.
G - -3-U
Date: _ l,y:
0
0
Without Comment, t
As Noted in Red
Per The Attached Utter
Lqe
3/8 X 3-1/2 LAG BOLI FOR WOOD
- _3/8" KWIK BOLT POR CONCRETE
1/4 X I TEK FOR BARJOIST OR STEEL E3EAM
3/8"x1-10 ALL THREAD ROD
MAX PER SINGLE RESTRAINT
1.N ROP PN TO PIPE
OR USE TOLCO FIG 25
HANGER RING
(UP TO 2" PIPE)
LINE RESTRAINT DETAIL
SYMBOL =i
CEILING
NOTE: 1) SPACE UJITN IN 6" OF A HANGER EVERY 42'-0".
2) BRACING PER NFPA-13(200"1 ed.) SECTIONS 93.5.63.8,
TABLE 9.3.5.82(c) AND 93.6 -RESTA INT OF BRAN( -1 LINES
TYPICAL DROP TO SPRINKLER HEAD IN AC TILE CEILINGS
QUAN.
RELIABLE MODEL G4A CONCEALED PENDENT
RELIABLE MODEL G4A CONCEALED PENDENT
RELIABLE Fl FR RECESSED PENDENT
R5415 1/2'
1/2' 5.6 BRASS WHITE 165
31
0 R5415 1/2' 1/2' 5.6 BRASS BLACK 165 6
R3615 1/2' 1/2' 5.62 WHITE WHITE 155 10
1
i
APPROVALS BY: CITY OF TUKWILLA
TOTAL SPRINKLERS
THIS SHEET
47
. ®0 0®.
• 00 ^ 00•
• 00 00®•
. 00 0®••
C SC
Fire Protection
FIRE PROTECTION AND LIFE SAFETY SPECIALISTS
www.coscofire.com
WASHINGTON OFFICE
15000 Woodinville -Redmond Rd NE
Woodinville, Washington 98072
call (425) 686-8300 • fax (425) 827-4784
SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE
License No:
COSCOFP 11 ONM
SPACE 2446
LEVEL -2
ttOTICII[ M
kik 1In
‘Dante! McLuen
391-07.6676
11.W111.11..,
KEY PLAN
PROJECT:WET SEAL
2446 SOUTHCENTER MALL
TUKWILLA, WASHINGTON
CONTRACT W1rH:
JEM CONSTRUCTION
29506 - 8th AVE. S.
ROY, WASHINGTON 98580
SPACE #2446
DRAWING TIRE
FIRE PROTECTION PLAN
2008
Tukwila Fire;
DATE :
5/2008
SCALE :
1 /4"=1'-0"
DRAWN BY : D. CLARK
4B,tI(05 KS 7953
SHEET NO.
FP -1 of 2
y411:n•001YyNV4 • ;;;y40 Vsk;4'+ yiyal.o"•7fPxiw.44Nt4 Y+ ..�+1N4PUXprpantlWr
t
:r
.-041) �w
MEM TAR 10
IE I17Mf®
HYDFIAILIO AIM= AMA - A
((pIDNAfff NAZAFID 0110UP Y)
THIS SYSTEM DESIGNED TD DISaHRCE 0.20
OVER THE NrDRU$JC MOST REMOTE 1500 S0. FT.
WHEN SUPPLIED WON WATER AT THE CITY CONN.
ATARATE OF6500.P.U.AT110.5PS.L
ONSIDE HOSE ALLOWANCE NONE
OUTSIDE HOSE ALLOWANCE 250 C.P.M.
gun T vAL1k:
0. C1.EiK WLV1=
6' F6Em MA W
TOLri r -r
Er =CI= PIT 4TCYR
Vaal: Mir= Cid: NY Y
Iv =nut rai
I}b" GROOVED
VA' GIWANR,
STAIR #2
STAIR #2
LEVEL -1 !3/32'•1'-0')
YY
mg
•
REVISIONS
NO.
DESCRIPTION
DATE
SPRINKLER HEAD LEGEND :
RELIABLE MODEL G4A CONCEALED PENDENT
SYMBOL S/N ORIFICE NPT K -FACT.
R5415
5.6
BRASS WHITE
TEMP. QUAN.
165
RELIABLE MODEL G4A CONCEALED PENDENT
R5415
1/2'
1/2'
5.6
BRASS
BLACK
165
6
" RELIABLE F1 FR RECESSED PENDENT
R3615
1/2'
1/2'
5.62
WHITE
WHITE
155
10
APPROVALS BY: CITY OF TUKWILLA
TOTAL SPRINKLERS
THIS SHEET
47
.o0 00 .
• o® 0 0 o•
• ®o Fire Protection
FIRE PROTECTION AND LIFE SAFETY SPECIALISTS
WASHINGTON OFFICE
15000 Woodinville -Redmond Rd NE
Woodinville, Washington 98072
call (425) 686-8300 • fax (425) 827-4784
SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE
sc
www.coscofire.com
License No:
COSCOFP 11 ONM
PROJECT:
WET SEAL
2446 SOUTHCENTER MALL
TUKWILLA, WASHINGTON
SPACE #2446
CONTRACT WITH:
JEM CONSTRUCTION
29506 - 8th AVE. S.
ROY, WASHINGTON 98580
DRAWING TITLE
SITE PLAN
DATE : 5/2008
SCALE : 1/t=11-0"
DRAWN BY : D. CLARK
'DB 05 KS 7953
SHEET NO.
FP -2 of 2
O
2446 SOUTHCENTER MALL
ASSOCIATED PERMITS
08-F-289
08-S-262
.7
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: Wet Seal
2446 Southcenter Mall
Permit No.: 08-S-262
Date: June 3, 2008
Reviewer: Al Metzler
Fire Protection Project Coordinator
(206)575-4407
• Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross
mains, and branch lines 2.5" and larger. Bracing is provided for the last length of
pipe but within 6' of the end of a feed or cross main. Bracing is required unless
all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for
any size pipe, 9.3.5.3.
• Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4
exceptions, 9.3.4.
• Longitudinal sway bracing is a maximum of 80' for mains and cross mains and
within 40 ' of the end of the line, 9.3.5.4.
• Provide lateral and longitudinal bracing for changes in pipe direction per section
9.3.5.11.2 for pipe size 2 1/2 inches and larger.
• Restrain branch lines at the end sprinkler of each line, restrain against vertical
and lateral movement, 9.3.6.3.
• Restraints for branch lines shall be at intervals per table 9.3.6.4 and section
9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6.
• Comply with ASCE 7-02, section 9.6.2.6.2 (e).
• Ceilings used for flex drop attachments shall comply with ASTM C 635 and
ASTM C 636 per section 9.2.1.3.3.2.
• Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a
suspended ceiling, a hanger(s) attached to the structure shall be required to
ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3).
f
1
• Provide sprinkler protection beneath all obstructions greater than 4 ft. in width.
• Extend sprinkler protection to all combustible concealed spaces.
• Comply with NFPA 13 obstruction tables.
• Sprinkler heads spaced closer than 6 ft. apart must be baffled.
All references are NFPA 13, 2007 Edition.
COSCO FIRE PROTECTION, INC.
10910 - 117TH PLACE, N.E.
KIRKLAND,WA 98033-5027
HYDRAULIC CALCULATIONS
FOR
'WET SEAL - SPACE 2446
2446 SOUTHCENTER PARKWAY'
TUKWILA, WASHINGTON 98188
FILE NUMBER: 25 KS 7953
DATE: MAY 30, 2008
DESIGN DATA: REMOTE AREA - A
OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 2
DENSITY: 0.20 gpm/sq. ft.
AREA OF APPLICATION: 1,500 sq. ft.
COVERAGE PER SPRINKLER: 130 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 15 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 467.6 gpm
TOTAL WATER REQUIRED (including hose): 900.0 gpm
FLOW AND PRESSURE (@ BOR): 650 gpm @ 110.5 psi
SPRINKLER ORIFICE SIZE: 1/2 inch
NOTE: NODES 1,3,4,8,9 ARE ON "FLEX HEAD" FLEXABLE CONNECTIONS.
MODEL #2024, 2'-0" LONG, 17'-0" EQUIVILENT FEET OF 1" PIPE.
DESIGN/LAYOUT BY: D. CLARK
AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPT.
CONTRACTOR CERTIFICATION NUMBER: COSCOFP110NM
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4903012830)
HRS SYSTEMS, INC.
TUCKER, GA 30084
TUCKER, GA 30084
SPRINKLER SYSTEM INPUT DATA Page 1
DATE: 5/30/2008L:\DAYWORKS KS 7700 +\KS 7953 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
Source Nodes
Node Tag Elevation Static Residual Residual Hose Stream
Pressure Pressure Flow Allowance
(ft) (psi) (psi) (gpm) (gpm)
SOURCE -3.00 140.0 20.0 10900 250
Node Data
Node Tag Elevation K Node Tag Elevation K
(ft) (ft)
1 30.25 5.62 8A 36.08 0.00
2 31.25 5.62 9A 36.08 0.00
3 30.25 5.62 10A 36.08 0.00
4 28.25 5.62 11A 36.08 0.00
5 31.25 5.62 12A 36.08 0.00
6 31.25 5.62 13A 36.08 0.00
7 31.25 5.62 14A 36.08 0.00
8 30.25 5.62 15A 36.08 0.00
9 28.25 5.62 30 36.80 -182.40
10 31.25 5.62 31 36.08 0.00
11 31.25 5.62 32 36.08 0.00
12 31.25 5.62 33 36.08 0.00
13 31.25 5.62 34 36.08 0.00
14 31.25 5.62 35 36.08 0.00
15 31.25 5.62 36 15.00 0.00
2A 36.08 0.00 TOR 15.00 0.00
1A 36.08 0.00 BOR 2.00 0.00
4A 36.08 0.00 55 2.00 0.00
5A 36.08 0.00 56 1.00 0.00
6A 36.08 0.00 BF -IN 2.00 0.00
7A 36.08 0.00 BF -OUT 2.00 0.00
SOURCE -3.00 SOURCE
SPRINKLER SYSTEM INPUT DATA Page 2
DATE: 5/30/2008L:\DAYWORKS KS 7700 +\KS 7953 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
Pipe Data
Pipe Tag End Node Tags Length Fittings Diameter HWC
(ft) (ft) (in)
1 1A 1 23.92 2ET 1.049 (A1.000) 120
2 2A 2 8.00 2ET 1.049 (A1.000) 120
3 8A 3 24.17 2ET 1.049 (A1.000) 120
4 4A 4 26.33 2ET 1.049 (A1.000) 120
5 5A 5 5.83 2ET 1.049 (A1.000) 120
6 6A 6 5.83 2ET 1.049 (A1.000) 120
7 7A 7 5.83 2ET 1.049 (A1.000) 120
8 8A 8 25.50 3E 1.049 (A1.000) 120
9 9A 9 22.25 2ET 1.049 (A1.000) 120
10 10A 10 5.50 2ET 1.049 (A1.000) 120
11 11A 11 5.50 2ET 1.049 (A1.000) 120
12 12A 12 5.50 2ET 1.049 (A1.000) 120
13 13A 13 5.25 2ET 1.049 (A1.000) 120
14 14A 14 5.25 2ET 1.049 (A1.000) 120
15 15A 15 5.25 2ET 1.049 (A1.000) 120
18 4A 1A 11.75 0.0 1.610 (A1.500) 120
18A 2A 4A 1.00 0.0 1.610 (A1.500) 120
19 5A 2A 8.00 0.0 1.610 (A1.500) 120
20 6A 5A 12.00 0.0 1.610 (A1.500) 120
21 7A 6A 12.00 0.0 1.610 (A1.500) 120
22 30 7A 8.25 2ET 1.610 (A1.500) 120
23 9A 8A 11.75 0.0 1.610 (A1.500) 120
24 10A 9A 9.00 0.0 1.610 (A1..500) 120
25 11A 10A 12.00 0.0 1.610 (A1.500) 120
26 12A 11A 12.00 0.0 1.610 (A1.500) 120
27 32 12A 4.50 2ET 1.610 (A1.500) 120
28 14A 13A 12.00 0.0 1.610 (A1.500) 120
29 15A 14A 12.00 0.0 1.610 (A1.500) 120
30 33 15A 4.50 2ET 1.610 (A1.500) 120
31 31 30 5.00 0.0 4.260 (B4.000) 120
32 32 31 7.75 0.0 4.260 (84.000) 120
33 33 32 11.00 0.0 4.260 (B4.000) 120
34 34 33 213.00 6ET 4.260 (B4.000) 120
35 35 34 55.00 2E 6.357 (86.000) 120
36 36 35 21.42 E 6.357 (B6.000) 120
37 TOR 36 86.00 8E 6.357 (B6.000) 120
38 BOR TOR 13.00 TCG 6.357 (B6.000) 120
39 55 BOR 19.00 2E 8.249 (B8.000) 120
40 BF -OUT 55 11.00 3E 10.374 (B10.00) 120
41 BF -IN BF -OUT Fixed Loss Device -5.0 psi
42 56 BF -IN 2.00 E 10.374 (B10.00) 120
43 SOURCE 56 80.00 2ETG 10.275 (D10.00) 140
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S \REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
WATER SUPPLY DATA
SOURCE
NODE
TAG
SOURCE
STATIC RESID. FLOW AVAIL. TOTAL
PRESS. PRESS. @ PRESS. @ DEMAND
(PSI) (PSI) (GPM) (PSI) (GPM)
REQ'D
PRESS.
(PSI)
140.0 20.0 10900.0 138.8 900.0 118.2
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE
(FT)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
2A
1A
4A
5A
6A
7A
8A
9A
10A
11A
12A
13A
14A
15A
30
31
32
33
34
30.2
31.2
30.2
28.2
31.2
31.2
31.2
30.2
28.2
31.2
31.2
31.2
31.2
31.2
31.2
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.1
36.8
36.1
36.1
36.1
36.1
K=
K=
K=
K=
K=
K=
K=
K=
K=
K=
K=
K=
K=
K=
K=
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
5.62
HOSE STREAM
900.0 GPM
250.0 GPM
182.4 GPM
467.6 GPM
PRESSURE
(PSI)
21.4
24.3
22.4
21.9
26.2
30.2
36.4
22.7
24.3
28.4
32.4
39.0
46.2
46.8
48.9
26.2
25.8
26.1
27.9
32.4
39.4
27.1
28.3
30.2
34.9
42.2
50.3
50.9
53.3
60.4
60.9
61.1
61.8
90.0
DISCHARGE
(GPM)
26.0
27.7
26.6
26.3
28.8
30.9
33.9
26.7
27.7
29.9
32.0
35.1
38.2
38.5
39.3
182.4
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
35 36.1 91.1
36 15.0 100.8
TOR 15.0 103.6
BOR 2.0 110.5
55 2.0 110.7
56 1.0 116.2
BF -IN 2.0 115.8
BF -OUT 2.0 - - - - 110.8 - - -
SOURCE -3.0 SOURCE 118.2 650.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 26.0 1.049 PL 23.92 PF 7.0
1A 36.1 0.0 25.8 0.0 9.7 120 FTG 2ET PE 2.5
1 30.2 5.6 21.4 26.0 0.211 TL 32.92 PV
Pipe: 2 27.7 1.049 PL 8.00 PF 4.0
2A 36.1 0.0 26.2 0.0 10.3 120 FTG 2ET PE 2.1
2 31.2 5.6 24.3 27.7 0.238 TL 17.00 PV
Pipe: 3 26.6 1.049 PL 24.17 PF 7.3
8A 36.1 0.0 27.1 0.0 9.9 120 FTG 2ET PE 2.5
3 30.2 5.6 22.4 26.6 0.220 TL 33.17 PV
Pipe: 4 26.3 1.049 PL 26.33 PF 7.6
4A 36.1 0.0 26.1 0.0 9.8 120 FTG 2ET PE 3.4
4 28.2 5.6 21.9 26.3 0.216 TL 35.33 PV
Pipe: 5 28.8 1.049 PL 5.83 PF 3.8
5A 36.1 0.0 27.9 0.0 10.7 120 FTG 2ET PE 2.1
5 31.2 5.6 26.2 28.8 0.255 TL 14.83 PV
Pipe: 6 30.9 1.049 PL 5.83 PF 4.3
6A 36.1 0.0 32.4 0.0 11.5 120 FTG 2ET PE 2.1
6 31.2 5.6 30.2 30.9 0.290 TL 14.83 PV
Pipe: 7 33.9 1.049 PL 5.83 PF 5.1
7A 36.1 0.0 39.4 0.0 12.6 120 FTG 2ET PE 2.1
7 31.2 5.6 36.4 33.9 0.345 TL 14.83 PV
Pipe: 8 26.7 1.049 PL 25.50 PF 7.0
8A 36.1 0.0 27.1 0.0 9.9 120 FTG 3E PE 2.5
8 30.2 5.6 22.7 26.7 0.223 TL 31.50 PV
Pipe: 9 27.7 1.049 PL 22.25 PF 7.4
9A 36.1 0.0 28.3 0.0 10.3 120 FTG 2ET PE 3.4
9 28.2 5.6 24.3 27.7 0.238 TL 31.25 PV
Pipe: 10 29.9 1.049 PL 5.50 PF 4.0
10A 36.1 0.0 30.2 0.0 11.1 120 FTG 2ET PE 2.1
10 31.2 5.6 28.4 29.9 0.274 TL 14.50 PV
Pipe: 11 32.0 1.049 PL 5.50 PF 4.5
11A 36.1 0.0 34.9 0.0 11.9 120 FTG 2ET PE 2.1
11 31.2 5.6 32.4 32.0 0.311 TL 14.50 PV
Pipe: 12 35.1 1.049 PL 5.50 PF 5.3
12A 36.1 0.0 42.2 0.0 13.0 120 FTG 2ET PE 2.1
12 31.2 5.6 39.0 35.1 0.368 TL 14.50 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 13 38.2 1.049 PL 5.25 PF 6.1
13A 36.1 0.0 50.3 0.0 14.2 120 FTG 2ET PE 2.1
13 31.2 5.6 46.2 38.2 0.431 TL 14.25 PV
Pipe: 14 38.5 1.049 PL 5.25 PF 6.2
14A 36.1 0.0 50.9 0.0 14.3 120 FTG 2ET PE 2.1
14 31.2 5.6 46.8 38.5 0.436 TL 14.25 PV
Pipe: 15 39.3 1.049 PL 5.25 PF 6.5
15A 36.1 0.0 53.3 0.0 14.6 120 FTG 2ET PE 2.1
15 31.2 5.6 48.9 39.3 0.454 TL 14.25 PV
Pipe: 18 26.0 1.610 PL 11.75 PF 0.3
4A 36.1 0.0 26.1 0.0 4.1 120 FTG ---- PE 0.0
1A 36.1 0.0 25.8 0.0 0.026 TL 11.75 PV
Pipe: 18A 52.3 1.610 PL 1.00 PF 0.1
2A 36.1 0.0 26.2 0.0 8.2 120 FTG ---- PE 0.0
4A 36.1 0.0 26.1 0.0 0.096 TL 1.00 PV
Pipe: 19 80.0 1.610 PL 8.00 PF 1.7
5A 36.1 0.0 27.9 0.0 12.6 120 FTG ---- PE 0.0
2A 36.1 0.0 26.2 0.0 0.210 TL 8.00 PV
Pipe: 20 108.8 1.610 PL 12.00 PF 4.4
6A 36.1 0.0 32.4 0.0 17.1 120 FTG ---- PE 0.0
5A 36.1 0.0 27.9 0.0 0.371 TL 12.00 PV
Pipe: 21 139.6 1.610 PL 12.00 PF 7.1
7A 36.1 0.0 39.4 0.0 22.0 120 FTG ---- PE 0.0
6A 36.1 0.0 32.4 0.0 0.588 TL 12.00 PV
Pipe: 22 173.6 1.610 PL 8.25 PF 21.3
30 36.8 H.S. 60.4 182.4 27.4 120 FTG 2ET PE 0.3
7A 36.1 0.0 39.4 0.0 0.880 TL 24.25 PV
Pipe: 23 53.3 1.610 PL 11.75 PF 1.2
9A 36.1 0.0 28.3 0.0 8.4 120 FTG ---- PE 0.0
8A 36.1 0.0 27.1 0.0 0.099 TL 11.75 PV
Pipe: 24 81.0 1.610 PL 9.00 PF 1.9
10A 36.1 0.0 30.2 0.0 12.8 120 FTG ---- PE 0.0
9A 36.1 0.0 28.3 0.0 0.215 TL 9.00 PV
Pipe: 25 110.9 1.610 PL 12.00 PF 4.6
11A 36.1 0.0 34.9 0.0 17.5 120 FTG ---- PE 0.0
10A 36.1 0.0 30.2 0.0 0.384 TL 12.00 PV
Pipe: 26 143.0 1.610 PL 12.00 PF 7.4
12A 36.1 0.0 42.2 0.0 22.5 120 FTG ---- PE 0.0
11A 36.1 0.0 34.9 0.0 0.614 TL 12.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 27 178.0 1.610 PL 4.50 PF 18.9
32 36.1 0.0 61.1 0.0 28.1 120 FTG 2ET PE 0.0
12A 36.1 0.0 42.2 0.0 0.922 TL 20.50 PV
Pipe: 28 38.2 1.610 PL 12.00 PF 0.6
14A 36.1 0.0 50.9 0.0 6.0 120 FTG ---- PE 0.0
13A 36.1 0.0 50.3 0.0 0.054 TL 12.00 PV
Pipe: 29 76.7 1.610 PL 12.00 PF 2.3
15A 36.1 0.0 53.3 0.0 12.1 120 FTG ---- PE 0.0
14A 36.1 0.0 50.9 0.0 0.194 TL 12.00 PV
Pipe: 30 116.0 1.610 PL 4.50 PF 8.6
33 36.1 0.0 61.8 0.0 18.3 120 FTG 2ET PE 0.0
15A 36.1 0.0 53.3 0.0 0.417 TL 20.50 PV
Pipe: 31 356.0 4.260 PL 5.00 PF 0.1
31 36.1 0.0 60.9 0.0 8.0 120 FTG ---- PE -0.3
30 36.8 H.S. 60.4 182.4 0.029 TL 5.00 PV
Pipe: 32 356.0 4.260 PL 7.75 PF 0.2
32 36.1 0.0 61.1 0.0 8.0 120 FTG ---- PE 0.0
31 36.1 0.0 60.9 0.0 0.029 TL 7.75 PV
Pipe: 33 534.0 4.260 PL 11.00 PF 0.7
33 36.1 0.0 61.8 0.0 12.0 120 FTG ---- PE 0.0
32 36.1 0.0 61.1 0.0 0.062 TL 11.00 PV
Pipe: 34 650.0 4.260 PL 213.00 PF 28.2
34 36.1 0.0 90.0 0.0 14.6 120 FTG 6ET PE 0.0
33 36.1 0.0 61.8 0.0 0.089 TL 318.50 PV
Pipe: 35 650.0 6.357 PL 55.00 PF 1.1
35 36.1 0.0 91.1 0.0 6.6 120 FTG 2E PE 0.0
34 36.1 0.0 90.0 0.0 0.013 TL 90.20 PV
Pipe: 36 650.0 6.357 PL 21.42 PF 0.5
36 15.0 0.0 100.8 0.0 6.6 120 FTG E PE -9.1
35 36.1 0.0 91.1 0.0 0.013 TL 39.02 PV
Pipe: 37 650.0 6.357 PL 86.00 PF 2.9
TOR 15.0 0.0 103.6 0.0 6.6 120 FTG 8E PE 0.0
36 15.0 0.0 100.8 0.0 0.013 TL 226.80 PV
BOR
TOR
Pipe: 38 650.0 6.357 PL 13.00 PF 1.2
2.0 0.0 110.5 , 0.0 6.6 120 FTG TCG PE -5.6
15.0 0.0 103.6 0.0 0.013 TL 94.70 PV
Pipe: 39 650.0 8.249 PL 19.00 PF 0.2
55 2.0 0.0 110.7 0.0 3.9 120 FTG 2E PE 0.0
BOR 2.0 0.0 110.5 0.0 0.004 TL 59.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
PIPE TAG Q(GPM) DIA(IN) LENGTH
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT)
NODES (FT) (K) (PSI) (GPM) FL/FT
PRESS.
SUM.
(PSI)
Pipe: 40 650.0 10.374 PL 11.00 PF 0.1
BF -OUT 2.0 0.0 110.8 0.0 2.5 120 FTG 3E PE 0.0
55 2.0 0.0 110.7 0.0 0.001 TL 84.80 PV
Pipe: 41 FIXED PRESSURE LOSS DEVICE
BF -IN 2.0 0.0 115.8 0.0 5.0 psi, 650.0 gpm
BF -OUT 2.0 0.0 110.8 0.0
Pipe: 42 650.0 10.374 PL 2.00 PF 0.0
56 1.0 0.0 116.2 0.0 2.5 120 FTG E PE -0.4
BF -IN 2.0 0.0 115.8 0.0 0.001 TL 26.60 PV
Pipe: 43 650.0 10.275 PL 80.00 PF 0.2
SOURCE -3.0 SRCE 118.2 (N/A) 2.5 140 FTG 2ETG PE -1.7
56 1.0 0.0 116.2 0.0 0.001 TL 220.80 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 7.9 computer program
under license no. 4903012830 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
(2) The system has been calculated to provide an average
imbalance at each node of 0.002 gpm and a maximum
imbalance at any node of 0.084 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 28.1 ft/sec at pipe 27.
(4) PIPE FITTINGS TABLE
Pipe Table Name: MOST.PIP
PAGE: A MATERIAL: SCH.40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D F
Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 45E11
H Q I S U V W
22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT
1.049 2.00 5.00 2.00 5.00 6.00 1.00 17.00 23.00 1.00
0.50 0.30 1.00 6.00 5.00 9.00 0.00
1.610 4.00 8.00 2.00 9.00 6.00 1.00 17.00 23.00 2.00
1.00 0.50 1.00 8.00 6.00 12.00 0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC' S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
PAGE: B MATERIAL: SCH.10 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D F
Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 45E11
-----------------------
H Q I S U V W
22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT
4.260 13.20 26.30 7.90 29.00 15.80 2.60 36.90 39.50 6.60
3.30 1.60 1.30 18.40 11.90 31.60 0.00
6.357 17.60 37.70 11.30 40.20 12.60 3.80 37.70 41.50 8.80
4.40 2.20 1.30 22.60 13.80 42.70 0.00
8.249 20.00 38.90 14.50 50.00 13.30 4.40 45.60 41.50 10.00
5.00 2.50 1.10 24.50 14.50 43.40 0.00
10.374 24.60 56.00 17.90 61.60 21.30 5.60 45.60 41.50 12.30
6.20 3.10 1.10 29.10 16.80 56.00 0.00
PAGE: D MATERIAL: DI -52 HWC: 140
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D F
Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 45E11
10.275
H Q
22/Ell 11gE11
31.30 71.10 22.70 78.20 27.00 7.10 61.20 47.20 15.60
7.80 3.90
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
O
0
0
0.00 psi Flow:
• rl
UI
H O
M O
•
U
w,�
cr
E pE v v
tn
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10
DATE: 5/30/20083 -WET SEAL\CALCULATIONS\HYDRAULIC CALC'S\REMOTE AREA 1.SDF
JOB TITLE: WET SEAL-SOUTHCENTER MALL AREA -1
WATER SUPPLY CURVE
144+
0
1\
132+ \
1 \
1 \
1 \
120+ \
X
1
1
108+
1
1
1
P 96+
R 1
E 1
s 1
S 84+
U 1
R 1
E 1
72+
( 1
P 1
S 1
I 60+
1
1
1
48+
1
1
1
36+
1
1
1
24+
1
1X
1
12+
10
1
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
LEGEND
\
11 *
<-20.0 psi @ 10900 gpm
= Required Water Supply Flow Test Point
118.16 psi @ 900.0 gpm
Available Water Supply
138.81 psi @ 900.0 gpm
11
11
0++-+---+
32004800 6400 8000 9600 11200 12800 14400 16000
FLOW (GPM)
WET SEAL
FIRE ALARM `:~SYSTEM
TUKWILA, WASHINGTON
SHEET INDEX
GENERAL NOTES
SYMBOLS LEGEND
SHEET
\UM3E. SHEET TITLE
FA -01
SYST
EV I\FO
ATI O \
FA -02
TYPICAL DETAILS - WRI\G A
\D MOU\TI\G
FA -03
FRE ALARM SYSTEM FLOO PLAN
FA -04
SYSTE
V
CALCULATIO\S (GENEAL), �ISE�, SITE PLA\
WIRE DESIGNATION SCHEDULE
WIRE SCHEDULE AND CONDUIT FILL CHART
WIRE DESIGNATI❑N
SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE
D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET)
H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET)
P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET)
S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET)
A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET)
V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET)
I REMOTE INDICATI❑N LIGHT TWO #18 FPL/FPLR RED (JACKET)
X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET)
UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET)
UI UNDERGROUND INITIATI❑N TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET)
M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET)
B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET)
CONDUIT FILL CHART
NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA
TWO 600V #12 AWG THHN/THWN .244 0.D. .0467
TWO 600V #14 AWG THHN/THWN TWISTED .210 0.D. .0346
TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 0.D. .0191
CONDUIT FILL
CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE
ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM
THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE.
CONDUIT SIZE MAXIMUM FILL
1/2" .12 SQUARE INCH
3/4" .21 SQUARE INCH
1" .34 SQUARE INCH
1-1/4" .60 SQUARE INCH
1-1/2" .82 SQUARE INCH
2" 1.34 SQUARE INCH
FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4.
SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END
FOR SIEMENS SYSTEM:
DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH
DEVICES ADDRESS.
1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS
DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1.
2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED.
3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL
BRANCHING IS PERMISSIBLE
4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL
ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION.
5. INSTALLATION MATERIALS (LE. CONDUIT, WIRE, FITTINGS, HANGERS,
STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT)
ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION.
6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT
AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1
7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY,
TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY,
AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION.
8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED
DRAWINGS FOR "AS BUILT" PURPOSES.
9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT
SHEETS AND/OR INSTALLATION INSTRUCTIONS.
10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS
MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72,
SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER
SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT
DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN.
11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT
OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS.
12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE
ACTIVATION DEVICE.
13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD ,DRAWINGS SET.
14. ALL 120VAC CIRCUITS ARE FROVI DEDICATED CIRCUITS FROM THE EMERGENCY
GENERATOR.
15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER
THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL.
EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION
FOR PROTECTION DURING CONSTRUCTION.
DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL
TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72
CHAPTER 7.
16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT
AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR
OTHER BACK BOXES OF DIFFERENT CIRCUITS.
17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND
AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO
FINAL EQUIPMENT TRIM.
18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A
PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP.
19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE
OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES
AFTER COMPLETION OF THEIR INSTALLATION.
20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH
IT IS LOCATED.
21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT.,
22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING
PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE
INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING
FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE
ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT
CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E.,
MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY.
23.
NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE
ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES.
THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE
CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM
SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT). WHERE
THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE
CABLE IS INSTALLED
QUANTITY
3
2
4
2
EX
SYMBOL DESCRIPTION
MODEL
MANUFACTURER
BACKBOX
MOUNTING HEIGHT
FACP
FIRE ALARM
EX CONTROL PANEL
XLS-V
SIEMENS
PROVIDED
66" A.F.F.
TO TOP
FARA
FIRE ALARM
REMOTE ANNUNCIATOR
SDD-C
SIEMENS
PROVIDED
66" A.F.F.
TO TOP
BPS
REMOTE BOOSTER
EX POWER SUPPLY
PAD -3
SIEMENS
PROVIDED
66" A.F.F.
TO TOP
INTERFACE MODULE HTRI-R
WITH RELAY
SIEMENS
4S DEEP
VERIFY
IN HELD
DUAL INPUT
INTERFACE MODULE
HTRI-D
SIEMENS
4S DEEP
VERIFY
IN FIELD
HCP
CONTROL POINT
MODULE
HCP
SIEMENS
4S DEEP
VERIFY
IN FIELD
HZM
REMOTE CONVENTIONAL HZM
ZONE MODULE
SIEMENS
4S DEEP
VERIFY
IN FIELD
17-3-a
LINEAR BEAM
SMOKE DETECTOR
PBA -1191 SIEMENS
PROVIDED
VERIFY
IN FIELD
SMOKE DETECTOR HFP-11 W/ SIEMENS
(ADDRESSABLE -PHOTO) DB -11 BASE
4S DEEP
W/ 1G RING
CEILING
D
DUCT SMOKE
DETECTOR
AD2-P W/ SIEMENS
TSM MODULE
DUCT HOUSING
VERIFY
IN FIELD
HEAT DETECTOR
(ADDRESSABLE)
HFPT-11 w/ SIEMENS
DB -11 BASE
4S DEEP
W/ 1G RING
• CEILING
FIRE ALARM
SPEAKER STROBE
(CEILING MOUNT)
gL C
FIRE ALARM
SPEAKER STROBE
(WALL MOUNT)
FIRE ALARM
SPEAKER STROBE
(CEILING MOUNT)
SET -MC -CW SIEMENS
SET -MC -W SIEMENS
4S DEEP BOX
W/ 1-1/2" EXT.
4S DEEP BOX
W/ 1-1/2" EXT.
CEILING
80" A.F.F.
TO BOTTOM
SET -HMC -CW SIEMENS
4S DEEP BOX
W/ 1-1/2" EXT.
CEILING
L
C
FIRE ALARM
STROBE
(CEILING MOUNT)
ZR -MC -OW SIEMENS
L
FIRE ALARM
STROBE
(WALL MOUNT)
4S BOX
W/ 1G RING
CEILING
ZR -MC -W SIEMENS
4S BOX
W/ 1G RING
80" A.F.F.
TO BOTTOM U.O.N.
Q
C
Q
FIRE ALARM
SPEAKER
(CEILING MOUNT)
FIRE ALARM
SPEAKER
(WALL MOUNT)
FIRE ALARM
B b STROBE
WP (WEATHERPROOF)
MR
MULTI -VOLTAGE
CONTROL RELAY
SET -CW SIEMENS
4S DEEP BOX
W/ 1-1/2" EXT.
CEILING
SET -W
SIEMENS 4S DEEP BOX
W/ 1-1/2" EXT.
80" A.F.F.
TO BOTTOM
SET -Si 7 -WP SIEMENS
MT -SUR -BOX
1/2" PIPE
VERIFY
IN FIELD
MR -201 /C AIR PRODUCTS 4S BOX
VERIFY
IN FIELD
MAGNETIC
DOOR HOLDER
F.B.O.
F.B.O.
F.B.O.
VERIFY
IN FIELD
FA JBOX
FIRE ALARM
TERMINAL CABINET
F.B.O.
r V =K ICY
IN FIELD
A.F.F.
JUNCTI❑N BOX
ABOVE FINISHED
FLOOR
F.B.❑,
N/A
P N/A
•
CCe0
N/A
Without Comments
VERI
IN F ELD
N/A
F.B.D.
FURNISHED BY
OTHERS
N/A
N (] As Noted IWggd
Per The Attached Letter
N/A
NOT
APPLICABLE
N/A
U.❑.N,
UNLESS OTHERWISE
NOTED
N/A
WP
WEATHERPROOF
DEVICE
N/A
RED
AS BUILT
ADD OR CHANGE
N/A
i NSA plans have been re\Pib<ded by The Tukwila Fid/A
Prevention Bureau for conformance with current city
standards. Acceptance is su�.
E �..-`1......1to errors and
ckiiiAions which do not au(ttorize violations of adoptfflA
standards and ordinances. The responsibility for the
cuacy of design rests totally with the designer.
A," ditions, deletions or revl-F6 S o these drawings;
t
xt4
this date will void this_acceptance and will require aovat
rNessAbmittal of revised draw(ings for sOtbsequtnt ap r .
N/A
Final acceptance is subject to field test and inspection by
TIATukwila Fire. N/A N/A
GREEN
BLUE
AS BUILT
REMOVE
AS BUILT
NOTES TO CAD
N/A
N/A
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CD
FAX (206) 628-4990
(206) 622-6545
RELEASE/REVISIONS
REV. BY:
I NVI
DESCRIPTION
SHOP DRAWINGS
DATE
06/04/08
2
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NOTICE
A completed, signed, TukvIila
Fire Department Pre-test
Certificate must be presented
to the Inspector prior to
commencement of Acceptance-
Testing of any Fire Alar n
and Detection Systems.
Failure of test will resu t
in a Re -inspection Fee and
termination of the testing.
PAVVILA FIFE DEPART iita4,
please call: 575-4407
and give this job
and exact address for shut4
riown or restoration apprcvaI
RECEIVED
J!1 - 5 2008
37
u, ila Eir/5-?e
Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved
Z
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SCALE: NOT TO SCALE
DRAWN BY:
(.ANDERSON
DESIGNED BY:
R.VEZZANI
DATE:06/04/08
BACKROUND PLAN PROVIDED BY:
\OB NUMBER:
f SHEET
FA -01
THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72.
THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX
DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED.
BEND OR OTHER
OBSTRUCTION
ANY DUCK OVER 3' WIDE, SAMPLE TUBE
MUST GO THRU THE DUCT AND BE CAPPED.
6-10 DUCT
EQUIVALENT
DIAMETERS
TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT
LABEL SCALE
COMBINE ALL SHIELDS AND
ISOLATE FROM GROUNDING
TO NEXT ADDRESSABLE DEVICE
STOP IF LAST DEVICE
o
FROM XLS CONTROL PANEL OR i+
PREVIOUS ADDRESSABLE DEVIC
END OF LINE DEVICE(3.6K 1/4W)
SUPERVISED SWITCH
GROUND
m
DUCT DETECTOR
LOCATI❑N
HTRI-R
STATUS LED
oo
t\
to
0
0
0
N.O.
COM
N.C.
NOTE:
FOR ADDITIONAL SPECIFICATIONS
SEE PRODUCT DOCUMENTATION.
0
TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL
LABEL SCALE
PREVI❑US ADDRESSABLE
DEVICE
TO NEXT ADDRESSABLE
DEVICE
(BACKGOUND MUSIC SHUTDOWN)
+
0
I0 01
TB1
NOTE 11
VOLTAGE MAX, -
CURRENT MAX, -
CONT, RES, MAX, -
MAX, CABLE LENGTH -
C (LINE TO LINE) -
C (LINE TO SHIELD) -
MAX. LINE SIZE -
MIN. LINE SIZE -
MUSIC
OUTLET SAMPLING -
TUBE
INLET SAMPLING—
TUBE
AT LEAST
SIX DUCT
WIDTHS
FROM BEND
TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR
SCALE:NONE
�}-AC POWER SOURCE
COMBINE ALL SHIELDS AND
ISOLATE FROM GROUNDING
TO NEXT ADDRESSABLE DEVICE 1(+)
STOP IF LAST DEVICE {(+)
FROM XLS CONTROL PANEL OR
PREVIOUS ADDRESSABLE DEVICE (-)
RELAY CONTACTS
(4.OA @ 125VAC)
(4.OA @ 30VDC)
27 VDC
3,5 riA DURING POLLING
10 OHMS
200 FT. (18 AWG)
0,02uF
0,04uF
14 AWG
18 AWG
NOTE 21
ALL SUPERVISED SWITCHES MUST BE HELD CLOSED
AND/OR OPEN FOR AT LEAST .25 SEC. TO GUARANTEE
DETECTI❑N,
0
S630000
1 2 3 4 5 6
TB2
CP
OOH -+
654321
0
0
/Z
END OF LINE
DEVICE
(3.6K 1/4W)
SUPERVISED
SWITCH
GROUND '
0
0
0\\Th
J
HTRI-D
STATUS LED
Co
0
NOT USED
END OF
LINE DEVICE
3.6K 1/4W)
0
NOTE: 1
FOR ADDITIONAL SPECIFICATIONS
SEE PRODUCT DOCUMENTATION.
TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL
LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE)
0
GND N AC
0
0
0
-1-J-
1-
TT TT
0
PAD -3
0
00
0
INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX
1+1- 1 2+2- 2 NC C NO + - + - + - + - + -
24K
n
TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP)
LABEL SCALE
,NAC -4
NAC -3
NAC -2
NAC -1
\SUPERVISED
SWITCH
(
FRONT VIEW
NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION.
NOT USED
REMOTE
DEVICE LOOP
NOT USED
REMOTE
DEVICE LOOP
0
0
0
0
FROM XLS CONTROL PANEL OR (+)>
PREVIOUS ADDRESSABLE DEVICE (-)>
FROM REMOTE
POWER SUPPLY
C'S' CABLE)
FROM FACP
(VOICE CIRCUIT)
<'V' CABLE)
470
OHMS
�YV
EOL
TEM -1
0
IDIC
O
0
Y 4.6_
CCgc1
--- --- - -- -- --
TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL
SCALE NO E
M
STR❑BE)
SPEAKER
(+) (-)
STROBE
GROUND
->(+)TO NEXT DEVICE OR 1
>(-) STOP IF LAST DEVICE
v u
(STROBE( -)
SPEAKER
SPEAKERISTROBE AND STROBE WIRING
LABEL SCALE
SPEAKER STROBE
OR STROBE ONLY
80" A.F.F.
4S DEEP BOX
W/ 1-1 /2"
EXTENSION RING
(SPEAKER STROBE)
4S BOX
(STROBE ONLY)
SPEAKER/STROBE
WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS
SCALE:NONE
TO NEXT
DEVICE OR
END OF LINE
TO NEXT
DEVICE OR
END OF LINE
NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION.
OPER T1IN TEMPERATU E:
+32"F (0' C) TO 100"F 36 C)
HUMIDITY: 9 % RELATIVE HUMIDITY,
NON -CONDENSING
HFP-11 SMOKE
DETECTOR
FROM PREVIOUS
ADDRESSABLE DEVICE
OR POWER SOURCE
[DATA IN ( )>
DATA IN (+) >
DEVICE IS USTED FOR AIR VOLOCITY
APPLICATIONS OF 300-4000 FT/MIN
WHEN USED IN CONJUNCTION WITH
DUCT HOUSINGS AD -11P OR AD-11XPR
j-- DB -11
STANDARD
SMOKE
DETECTOR
BASE
REAR VIEW
HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL
LABEL SCALE
TO NEXT DEVICE <
> ( ) DATA OUT
> (+) DATA OUT J7
CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID)
HARD LID ^\
CEILING
HARD LID —..\
---SPEAKER SUPPORT TILE
BRIDGE
4' SQUARE DEEP BOX
WITH 1-1/2' EXTENSI❑N
CEILING MOUNTED
SPEAKER/STROBE
CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING)
SCALE:NONE
JUNCTI❑N BOX ---,
MOUNTED ON
CEILING, FLEX
JUNCTI❑N BOX
MOUNTED AGAINST
CEILING SUPPORT
f//
/
/
/
00
/40 0
TO NEXT DEVICE
------CADDY BAR
SMOKE DETECTOR—
SMOKE
ETECTOR—
SMOKE DETECTOR MOUNTING
SCALE:NONE
SUSPENDED
ILLUMINATED CEILING
DO \OT INSTAL
ADDRESSABLE 0\
DEVICES u INTI
FREF OC AMIMED W
DEVICES ADDRESS.
TAT 0\IC
T
Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved
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FAX (206) 628-4990
TEL. (206) 622-6545
RELEASE/REVISIONS
REV. BY:
z
DESCRIPTION
SHOP DRAWINGS
DATE
06/04/08
2
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DRAWN BY:
(.ANDERSON
DESIGNED BY:
R.VEZZANI
DATE: 06/04/08
BACKROUND PLAN PROVIDED BY:
S0B NUMBER:
SHEET
FA -02 .}
EOL -S1
19.96V
NORTH
WET SEAL WESTFIELD SOUTHCENTER MALL
SCALE 118"=1'
AG 1\®
ES:
FIELD LOCATE RELAY MODULE FOR
BACK GROUND MUSIC INTERFACE,
FIELD LOCATE SIEMENS DUCT
DETECTOR ON RETURN SIDE OF
ALL VAV UNITS.(SEE SIEMENS
INSTALLATI❑N SUBMITTAL FOR
LOCATION GUIDELINES AND FA -02)
DEVICES SUPPLIED BY GSS,
INSTALLED BY MECHANICAL
CONTRACTOR.
WIRED BY ELECTRICAL
CONTRACTOR.
SIEMENS HTRI—D ADDRESSABLE
INPUT WITH HOOD VENILLAT❑R
FIRE SUPPRESI❑N SYSTEM. FIELD
LOCATE WITHIN 3 FEET OF
C❑NTRL PANEL,
FIELD LOCATE SIEMENS PAD -3
BOOSTER POWER SUPPLY FOR
STROBE POWER, AC POWER BY EC
FROM DEDICATED, LOCKED OUT
20A, 110 VAC BRANCH CIRCUIT.
DO NO NS AL
ADDRESSABLE I\ T A 1
DFVICLS UNTIL
DRFRROGRAMMED WI-I--
DEVICES
D IDEVICES ADDRESS.
NG
Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved
00
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CA
FAX (206) 628-4990
TEL. (206) 622-6545
RELEASE/REVISIONS
REV. BY:
z
DESCRIPTION
SHOP DRAWINGS
DATE
06/04/08
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SCALE: 1/8" = 1'0"
DRAWN BY:
[.ANDERSON
DESIGNED BY:
R.VEZZANI
DATE: 06/04/08
BACKROUND PLAN PROVIDED BY:
\:,..19B NUMBER:
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WET SEAL WESTFIELD SOUTHCENTER MALL
SCALE 1132"=1'
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EX
SYSTEM CALCULATIONS
BATTERY SIZING CALCULATION
WET SEAL
WET SEAL
FACP ADD ONS
SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations
DESCRIPTION
PROJECT:
WESTFIELD SOUTHCENTER MALL
DATE
06/04/08
Panel:
WET SEAL
Wire Resistance 1.62
Date:
June 4, 2008
CURRENT TOTAL
Current Load:
Standby:
Alarm:
S1
Current Load:
Standby:
Alarm:
_
QTY
Device Type
Alarm Current
Alarm Total
Wire Size Wire Length
Voltage at EOL
Circuit Total
2
SET -MC @15CD
64
128
Device Type
Qty
Amps
Total
Amps
Total
98
Device Type
Qty
Amps
Total
Amps
Total
SET -MC @75CD
HFP-11
350
0.0022
0.0022
0.0023
Total Device Load, Amps (I)
0.70
0
SET -MC @110CD
233
0
(Total Cct Load)
AD2-P
0
2
0.0635
0.0635
0.064
0.128
Main System Board
Voltage Drop ( E)
1
0.03
SET-HMC-C@177CD
0.03
0.030
0.030
HTR -R
3
0.009600
0.0096
0.021
0.063
0
SET -MC @15CD
2
EOL Voltage
19.96
0.064
0.128
445
HTRI-D
0.001600
0.0035
2
SET -MC @30CD
64
1
0.098
0.098
ICP -B6
Z-MC@30CD
98
0.005
SET -MC @75CD
0
2
233
0
0.175
0.350
DEVICES=
7
TOTAL mA=
704
12 191 19.96433664
704
SET -MC @110CD
0.233
Notification Appliance Circuit Detail
SET HMC-C@115CD
PROJECT:
WESTFIELD SOUTHCENTER MALL
0.318
Panel:
WET SEAL
Wire Resistance 2.58
Date:
June 4, 2008
CURRENT TOTAL=
SET HMC-C@135CD
CIRCUIT:
SPEAKER CIRCUIT
0.318
0.0731
Amps
0.191
Amps
SET HMC-C@185CD
Alarm Total
Wire Size
Wire Length
Voltage at EOL
Circuit Total
0.445
5
70.7V 1/8
1.8
9
ZR -MC @15CD
Total Wire Resistance (R j
2
0
0
0.064
0.128
Standby Current Load:
0.0731
Amps
For 24 Hours =
1.754
Amp -hours
0
ZR -MC @30CD
0.098
0.01
0
0
0
HCP
0
0
0
0.0015
Alarm Current Load:
0.191
Amps
For 5 Minutes=
0.016
Amp -hours
0.03
Amps
0.734
Amps
0
0
EOL Voltage
20.39
0
0
0
(20.4 - E)
0
25% Derating=
2.213
Amp -hours
Standby Current Load:
0.03
Amps
For 24 Hours =
0.720
Amp -hours
0
0
DEVICES=
5
TOTAL mA=
9
14
191
20.39112996)
Alarm Current Load:
0.734
Amps
For 5 Minutes=
0.062
Amp -hours
Total System Current Load:
_
2.213
Amp -hours
25% Derating=
0.977
Amp -hours
Battery Pair to be Used:
12VDC
Amp -hours
7AH
Total System Current Load:
0.977
Amp -hours
Battery Pair to be Used:
12VDC
Amp -hours
7AH
BATTERY SIZING CALCULATION
z
:5
1743 IST AVE. SO., SEATTLE, WASHINGTON
FAX (206) 628-4990
TEL. (206) 622-651+5
RELEASE/REVISIONS
REV. BY:
z
Notification Appliance Circuit Detail
DESCRIPTION
PROJECT:
WESTFIELD SOUTHCENTER MALL
DATE
06/04/08
Panel:
WET SEAL
Wire Resistance 1.62
Date:
June 4, 2008
CURRENT TOTAL
704
CIRCUIT:
S1
_
QTY
Device Type
Alarm Current
Alarm Total
Wire Size Wire Length
Voltage at EOL
Circuit Total
2
SET -MC @15CD
64
128
Total Wire Resistance ( R)
0.62
1
SET -MC @30CD
98
98
(WL *2 ) * (R/ft)
2
SET -MC @75CD
175
350
Total Device Load, Amps (I)
0.70
0
SET -MC @110CD
233
0
(Total Cct Load)
0
SET-HMC-C@115CD
318
0
Voltage Drop ( E)
0.44
0
SET-HMC-C@177CD
445
0
(E= I * R)
0
SET -HMC @135CD
318
0
EOL Voltage
19.96
0
SET -HMC @185CD
445
0
(20.4 - E)
2
Z-MC@15CD
64
128
0
Z-MC@30CD
98
0
0
SET-MC-CW@110CD
233
0
DEVICES=
7
TOTAL mA=
704
12 191 19.96433664
704
Notification Appliance Circuit Detail
PROJECT:
WESTFIELD SOUTHCENTER MALL
Panel:
WET SEAL
Wire Resistance 2.58
Date:
June 4, 2008
CURRENT TOTAL=
9
CIRCUIT:
SPEAKER CIRCUIT
QTY
Device Type
Alarm Current
Alarm Total
Wire Size
Wire Length
Voltage at EOL
Circuit Total
5
70.7V 1/8
1.8
9
Total Wire Resistance (R j
0.99
0
0
0
0
0
0
Total Device Load, Amps (1)
0.01
0
0
0
(Total Cct Load)
0
0
0
Voltage Drop (E)
0.01
0
0
0
EOL Voltage
20.39
0
0
0
(20.4 - E)
0
0
0
0
0
0
DEVICES=
5
TOTAL mA=
9
14
191
20.39112996)
z
:5
1743 IST AVE. SO., SEATTLE, WASHINGTON
FAX (206) 628-4990
TEL. (206) 622-651+5
RELEASE/REVISIONS
REV. BY:
z
DESCRIPTION
SHOP DRAWINGS
DATE
06/04/08
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‘CALE: AS NOTED
DRAWN BY:
!.ANDERSON
DESIGNED BY:
R.VEZZANI
DATE: 06/04/08
BACKROUND PLAN PROVIDED BY:
\0B NUMBER:
RISER DIAGRAM
VOLTAGE DROP CALCULATION
Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved
SHEET
FA -04
NE
CE
RO
2'X4'A.C.T.
LING IN STOCK
M ® 12'-0"
1—
N
W G . BD. CEILING
8'-0 A.F.F. PAINT
NEW 2'
CEILING
CORRID
NEW G
FLUOR
CORRID
SURFA
0
X 4' A.C.T.
IN EXIT
R 0 12'-0"
BD. CEILING
A:F:FT PAINT -
CENT LIGHTS
11R TO BE
E MOUNTE
S1
Sl
UORESCENT LIGHTS
OCKROOM TO BE
RFACE MOUNTED
13'-8211
2T -G11'
Mew .011
ved
NEW FIT11NG ROOM
'X4'TEGULAR
EILING ® 10'-0"
TGC IS TO CUT THE
GRIDS OUT AT LIGHTS TO I
PROVIDE ACCESS TO
CHANGE LAMPS
—TRACK LIGHTING
ON UNISTRUT SEE
DETAIL 2/E102
BOTTOM OF NEW
LIGHT COVE 0 12'-l"
11'-421"
2'-0" X 4'-0" WHITE
GRID SUSPEND 3"
BELOW SOFFIT
5/8" G' '. BD. SOFFIT
® 12'-7 - PAINT
2-11/2 B-012
TRACK LIGHTS IN
SALES AREA
SURFACE MOUNTED
(TYP.)
GENERAL NOTE=S
I.
2.
3.
FILE COPY 4.
TGC IS TO CUT THE
GRIDS OUT AT LIGHTS
TO PROVIDE ACCESS
TO CHANGE LAMPS
2'-0" X 4'-0"
WHITE GRID
SUSPEND 3"
BELOW SOFFIT
5/8" GYP. BD. SOFFIT
012'-7" - PAINT
BOTTOM OF NEW
LIGHT COVE ® 12'-1"
5.
6.
1.
10.
11.
10.
11.
12.
13.
5/8" C J'. BD. SOFFIT
12'-1 - PAINT
SIGNAGE. SEE DETAILS
ON SHEET A401
.�1
L) FI TTI G
ROO S
II A
DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND
CITY OF TUKUJILA FIRE DEPT. REQUIREMENTS.
ALL MATERIALS SHALL BE NEUJ AND U.L. APPROVED.
PIPE: ALL PIPE 2" AND LARGER TO BE SCHEDULE 40 BLACK STEEL.
ALL PIPE 2i" AND LARGER TO BE SCHEDULE 10 BLACK STEEL.
FITTINGS: ALL FITTING5 (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE
STAR BRAND DUCTILE IRON.
PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS.
ALL ELECTRICAL WIRING AND CONDIUT IS BY OTHERS.
ALL WELDING TO CONFORM WITH AWS D109 AND WILL BE PERFORMED IN COSCO'S SHOP.
It IS THE BUILDING OWNERS RESPONSIBILITY TO KEEP ALL AREAS WITH WET SPRINKLER
SYSTEMS HEATED TO A MINIMUM 40 DEGREES FAHRENHEIT TO PREVENT FREEZING OP PIPES.
OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON THE CONTRACT
DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILLIARY
DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY COSCO TO SUPPLIMENT THE STRUCTURE
TO ACCOMODATE FIRE SPRINKLER PIPING LOADS.
COSCO ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION,
PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIPIED
OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED
DIRECTLY BY COSCO FIRE PROTECTION.
UNDERGROUND CONTRACTOR SHALL FLUSH THE UNDERGROUND AND PROVIDE COSCO WITH THE
PROPER CERTIFICATE OF DOING SO BEFORE COSCO WILL CONNECT TO THE UNDERGROUND PIPE.
SPRINKLER HEADS ARE DESIGNED TO BE IN CENTERLINE OF CEILING TILE (+1- 1").
ALL DIMENSIONS ARE TO CENTERLINE OF PIPE.
DOTTED LINES DENOTE EXISTING PIPE.
( -DENOTES EXISTING SPRINKLER HEAD.
SYMBOLS/ABREVIATIONS:
FUKWILA FIRE DEPARTMENT
Please call: 575-4407
and give this job
[X' -X"] - DENOTES CENTER LINE OF SPRINKLER PIPE AP °• (-)23
and exact address for shut"
>own or restoration approval.
X' -X"
- DENOTES CEILING HEIGHT.
AFF - CENTERLINE OF PIPE. ABOVE FINISHED FLOOR.
BDK - CENTERLINE OF PIPE BELOW BOTTOM. •� DECK
F - FLEXIBLE GROOVED COUPLING.
MT - MECHANICAL TEE
AT - HYDRAULIC REFERENCE NODE. ;-)
iltzb,r-
TGC IS TO CUT THE
GRIDS OUT AT LIGHTS
TO PROVIDE ACCESS
TO CHANGE LAMPS
5/8" GYP. BD. SOFFIT
- ®-12'-7 ---PAINS - — { i
TRACK LIGHTS IN SALES
AREA SURFACE MOUN D
(TYP.)
/2
1311- ..
1
"A1
TOLCO FIG. 65 C -CLAMP
PIPE ROD
SIZE DIA
1" 3/8"
11/4" 3/8"
1 I/2" 3/8"
2" 3/8"
2 1/2" 3/8"
3" 3/8"
4" 3/8"
6" 1/2"
8" 1/2"
RETAINER STRAP, NUT
THREADED ROD
HILTI FIG LH OR
TOLCO FIG 200
HANGER RING UL
04/2007
COSCO STANDARD HANGER
2
C
1 1131202811 1
FLUORESCENT LIGHT TO
BE SURFACE MOUNTED
SALcS AREA CEILING
5/8 GYP. BD. ® 13'-0"
A.F.F. - PAINT
FIRE PROTECTIONPIPING PLAN
TOLCO FIG. 78 THREADED STEEL DECK PLATE
(2)-I/4" x I" TEK SHEET METAL SCREW
PIPE ROD
SIZE DIA
I" 3/8"
1 I/4" 3/8"
1 1/2" 3/8"
2" 3/8"
THREADED ROD
HILTI FIG LH OR
TOLCO FIG 200
HANGER RING UL
04/2007
COSCO STANDARD HANGER
8 METAL
TOLCO FIG. 25 SURGE RESTRAINER
TYPE 1 — FOR 1" AND 1-1/4" PIPE AND HANGER
TYPE 2 — FOR 1-1/2" AND 2" PIPE AND HANGER
SYSTEM PRESSURE EXCEEDS 100 PSI. USE FIG. 25
WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA
TO RESTRAIN THE UPWARD MOVEMENT OF PIPE
AS IT OCCURS DURING SPRINKLER HEAD
ACTIVATION OR SEISMIC ACTIVITY
FIGURE 25 SURGE RESTRAINER.
IA FOR STEEL OR CPVC PLASTIC PIPE
BRANCHLINE
'1-
HYDRAULIC REMOTE AREA — A
(ORDINARY HAZARD GROUP 2)
THIS SYSTEM DESIGNED TO DISCHARGE 0.20 G.P.M.
OVER THE HYDRAULIC MOST REMOTE 1500 SQ. FT.
WHEN SUPPLIED WITH WATER AT THE CITY CONN.
AT A RATE OF 650 G.P.M. AT 110.5 P.S.I.
INSIDE HOSE ALLOWANCE: NONE
OUTSIDE HOSE ALLOWANCE: 250 G.P.M.
1" X DROP
(SEE PLAN)
1" X ARMOVER
/ (SEE PLAN)
SUSPENDED CEILING
1" X 1/2" RC IN TILE CEILINGS
-"1" ADJUSTABLE DROP IN
GYP BOARD CEILINGS
TYPICAL DROP TO SPRINKLER HEAD
DESCRIPTION
atl
•`i'titlmlR4�?'MP4t1W�.Y+�iiaVMwM1'�FuwWM1dMM
SPRINKLER HEAD LEGEND :
S/N
ORIFICE
NPT
K -FACT.
TEMP.
1 1/2" BRANCHLINE
Li—IL
"FLEXHEAD" FLEXABLE DROP
CORRUGATED STAINLESS STEEL
BRAIDED HOSE
ADJUSTABLE HUB
MOUNTING BRACKET \
NE
■
�■
•
J
w
2' 0" X 4'-O"
WHITE GRID
SUSPEND 3"
BELOW SOFFIT
BOTTOM OF NEW
LIGHT COVE
12'-l"
WHERE LENGTH OF ALL THREAD ROD
ARGCO 03B OFFSET
EXCEEDS 1'-10" ADD SECOND RESTRAINT
F ,
�r.
linage plans have been reviewed by The Tukwila Fire
Prevention Bureau for conformance with current city
standards. . Acceptance is wubiect to errors and
omiseions which do not authorize violations of adopted
standards and °romances. The responsibility for the
adequacy of design rests tot=ally with the designer.
Additions,dal,::tion or ro,visions t) theta { ralr.'ings atter
P this date will void t 1 ;
t carx;c:pfanc,r.. :;!rid will rc gl.l,re ;1
resubmittal o' .: vised c1 '.&-irigs for sub; equerlt approval.
Final accr..pt.;nr..E_ is 3ub;oct to field test and inspection by
The Tukwila FTs i, r.:n.,;.ition Bureau.
G - -3-U
Date: _ l,y:
0
0
Without Comment, t
As Noted in Red
Per The Attached Utter
Lqe
3/8 X 3-1/2 LAG BOLI FOR WOOD
- _3/8" KWIK BOLT POR CONCRETE
1/4 X I TEK FOR BARJOIST OR STEEL E3EAM
3/8"x1-10 ALL THREAD ROD
MAX PER SINGLE RESTRAINT
1.N ROP PN TO PIPE
OR USE TOLCO FIG 25
HANGER RING
(UP TO 2" PIPE)
LINE RESTRAINT DETAIL
SYMBOL =i
CEILING
NOTE: 1) SPACE UJITN IN 6" OF A HANGER EVERY 42'-0".
2) BRACING PER NFPA-13(200"1 ed.) SECTIONS 93.5.63.8,
TABLE 9.3.5.82(c) AND 93.6 -RESTA INT OF BRAN( -1 LINES
TYPICAL DROP TO SPRINKLER HEAD IN AC TILE CEILINGS
QUAN.
RELIABLE MODEL G4A CONCEALED PENDENT
RELIABLE MODEL G4A CONCEALED PENDENT
RELIABLE Fl FR RECESSED PENDENT
R5415 1/2'
1/2' 5.6 BRASS WHITE 165
31
0 R5415 1/2' 1/2' 5.6 BRASS BLACK 165 6
R3615 1/2' 1/2' 5.62 WHITE WHITE 155 10
1
i
APPROVALS BY: CITY OF TUKWILLA
TOTAL SPRINKLERS
THIS SHEET
47
. ®0 0®.
• 00 ^ 00•
• 00 00®•
. 00 0®••
C SC
Fire Protection
FIRE PROTECTION AND LIFE SAFETY SPECIALISTS
www.coscofire.com
WASHINGTON OFFICE
15000 Woodinville -Redmond Rd NE
Woodinville, Washington 98072
call (425) 686-8300 • fax (425) 827-4784
SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE
License No:
COSCOFP 11 ONM
SPACE 2446
LEVEL -2
ttOTICII[ M
kik 1In
‘Dante! McLuen
391-07.6676
11.W111.11..,
KEY PLAN
PROJECT:WET SEAL
2446 SOUTHCENTER MALL
TUKWILLA, WASHINGTON
CONTRACT W1rH:
JEM CONSTRUCTION
29506 - 8th AVE. S.
ROY, WASHINGTON 98580
SPACE #2446
DRAWING TIRE
FIRE PROTECTION PLAN
2008
Tukwila Fire;
DATE :
5/2008
SCALE :
1 /4"=1'-0"
DRAWN BY : D. CLARK
4B,tI(05 KS 7953
SHEET NO.
FP -1 of 2
y411:n•001YyNV4 • ;;;y40 Vsk;4'+ yiyal.o"•7fPxiw.44Nt4 Y+ ..�+1N4PUXprpantlWr
t
:r
.-041) �w
MEM TAR 10
IE I17Mf®
HYDFIAILIO AIM= AMA - A
((pIDNAfff NAZAFID 0110UP Y)
THIS SYSTEM DESIGNED TD DISaHRCE 0.20
OVER THE NrDRU$JC MOST REMOTE 1500 S0. FT.
WHEN SUPPLIED WON WATER AT THE CITY CONN.
ATARATE OF6500.P.U.AT110.5PS.L
ONSIDE HOSE ALLOWANCE NONE
OUTSIDE HOSE ALLOWANCE 250 C.P.M.
gun T vAL1k:
0. C1.EiK WLV1=
6' F6Em MA W
TOLri r -r
Er =CI= PIT 4TCYR
Vaal: Mir= Cid: NY Y
Iv =nut rai
I}b" GROOVED
VA' GIWANR,
STAIR #2
STAIR #2
LEVEL -1 !3/32'•1'-0')
YY
mg
•
REVISIONS
NO.
DESCRIPTION
DATE
SPRINKLER HEAD LEGEND :
RELIABLE MODEL G4A CONCEALED PENDENT
SYMBOL S/N ORIFICE NPT K -FACT.
R5415
5.6
BRASS WHITE
TEMP. QUAN.
165
RELIABLE MODEL G4A CONCEALED PENDENT
R5415
1/2'
1/2'
5.6
BRASS
BLACK
165
6
" RELIABLE F1 FR RECESSED PENDENT
R3615
1/2'
1/2'
5.62
WHITE
WHITE
155
10
APPROVALS BY: CITY OF TUKWILLA
TOTAL SPRINKLERS
THIS SHEET
47
.o0 00 .
• o® 0 0 o•
• ®o Fire Protection
FIRE PROTECTION AND LIFE SAFETY SPECIALISTS
WASHINGTON OFFICE
15000 Woodinville -Redmond Rd NE
Woodinville, Washington 98072
call (425) 686-8300 • fax (425) 827-4784
SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE
sc
www.coscofire.com
License No:
COSCOFP 11 ONM
PROJECT:
WET SEAL
2446 SOUTHCENTER MALL
TUKWILLA, WASHINGTON
SPACE #2446
CONTRACT WITH:
JEM CONSTRUCTION
29506 - 8th AVE. S.
ROY, WASHINGTON 98580
DRAWING TITLE
SITE PLAN
DATE : 5/2008
SCALE : 1/t=11-0"
DRAWN BY : D. CLARK
'DB 05 KS 7953
SHEET NO.
FP -2 of 2
O