HomeMy WebLinkAboutPP - 2866 SOUTHCENTER MALL - PAYLESS SHOE SOURCE - PERMITS AND PLANS2866 SOUTHCENTER MALL
ASSOCIATED PERMITS
08-F-248
08-S-273
08-S-265
i1 •
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: Payless Shoes
2866 Southcenter Mall
Permit No.: 08-S-265
Date: June 4, 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).
• 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
PAYLESS SHOES
2866 SOUTHCENTER MALL
TUKWILLA, WA 98188A
FILE NUMBER:25KS-7944
DATE: 05/30/08
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP -2
DENSITY: 0.20 gpm/sq. ft.
AREA OF APPLICATION: 1595 sq. ft.
COVERAGE PER SPRINKLER: 120 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 17 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 570.7 gpm
TOTAL WATER REQUIRED (including hose): 900.8 gpm
FLOW AND PRESSURE (@ BOR): 650.7 gpm @ 97.2 psi
SPRINKLER ORIFICE SIZE: 1/2 inch
NAME OF CONTRACTOR: COSCO FIRE PROTECTION
DESIGN/LAYOUT BY: BRIAN SCHULZE
AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE
CONTRACTOR CERTIFICATION NUMBER: COSCOFP110NM
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4903012830)
HRS SYSTEMS, INC.
TUCKER, GA 30084
TUCKER, GA 30084
DATE: 5/30/2008
JOB TITLE: PAYLESS SHOES
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
WATER SUPPLY DATA
SOURCE
NODE
TAG
SOURCE
STATIC
PRESS.
(PSI)
140.0
RESID.
PRESS.
(PSI)
20.0
AGGREGATE FLOW ANALYSIS:
FLOW
(GPM)
10900.0
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)
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
28.0
28.0
28.0
28.0
28.0
28.0
28.0
28.0
28.0
31.5
31.5
31.5
31.5
31.5
31.5
31.5
31.5
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
AVAIL.
PRESS.
(PSI)
138.8
TOTAL
@ DEMAND
(GPM)
900.8 GPM
250.0 GPM
80.0 GPM
570.8 GPM
PRESSURE
(PSI)
21.7
21.7
21.6
22.3
22.4
32.5
32.4
47.6
50.1
40.5
40.8
44.4
50.6
42.2
41.0
44.4
49.4
25.0
25.4
25.1
25.5
25.6
27.1
25.3
27.5
32.2
34.6
35.6
37.8
35.5
38.5
53.2
57.6
57.5
REQ'D
PRESS.
(PSI)
900.8 104.8
DISCHARGE
(GPM)
26.1
26.1
26.0
26.5
26.5
31.9
31.9
38.6
39.7
35.7
35.8
37.3
39.8
36.4
35.9
37.3
39.4
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
17A 31.5
18 28.0
19 28.0
20 28.0
21 28.0
22 28.0
23 31.5
24 31.5
25 31.5
26 28.0
27 28.0
28 31.5
29 31.5
30 28.0
31 28.0
32 28.0
33 31.5
34 31.5
35 31.5
36 28.0
37 31.5
38 31.5
39 31.5
40 31.5
41 31.5
42 31.5
43 33.5
44 33.5
45 33.5
46 14.0
TOR 14.0
BOR 2.0
M10 2.0
BFO 4.0
BFI 4.0
UG1 1.2
SOURCE -4.0
HOSE STREAM
SOURCE
57.6
48.8
48.7
48.7
49.1
50.6
50.3
51.8
58.0
46.4
46.8
49.4
56.6
48.4
49.3
51.0
50.8
51.8
58.5
47.0
49.4
55.3
58.2
58.5
59.0
78.1
78.6
78.8
80.3
89.2
90.8
97.2
97.3
96.6
101.1
102.3
104.8
80.0
650.8
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
'DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
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 -26.1 1.049 PL 20.00 PF 4.7
101 25.0 5.6 21.7 26.1 9.7 120 FTG E PE -1.3
1 28.0 0.0 25.0 0.0 0.212 TL 22.00 PV
Pipe: 2 -26.1 1.049 PL 20.00 PF 4.7
102 25.0 5.6 21.7 26.1 9.7 120 FTG E PE -1.3
3 28.0 0.0 25.1 0.0 0.213 TL 22.00 PV
Pipe: 3 -26.1 1.610 PL 4.00 PF 0.3
1 28.0 0.0 25.0 0.0 4.1 120 FTG T PE 0.0
2 28.0 0.0 25.4 0.0 0.026 TL 12.00 PV
Pipe: 4 -26.1 1.610 PL 3.00 PF 0.3
3 28.0 0.0 25.1 0.0 4.1 120 FTG T PE 0.0
2 28.0 0.0 25.4 0.0 0.026 TL 11.00 PV
Pipe: 5 -52.1 1.610 PL 2.00 PF 0.2
2 28.0 0.0 25.4 0.0 8.2 120 FTG ---- PE 0.0
4 28.0 0.0 25.5 0.0 0.095 TL 2.00 PV
Pipe: 6 -26.0 1.049 PL 18.00 PF 5.3
103 25.0 5.6 21.6 26.0 9.7 120 FTG ET PE -1.3
4 28.0 0.0 25.5 0.0 0.211 TL 25.00 PV
Pipe: 7 -78.1 1.610 PL 8.00 PF 1.6
4 28.0 0.0 25.5 0.0 12.3 120 FTG ---- PE 0.0
6 28.0 0.0 27.1 0.0 0.201 TL 8.00 PV
Pipe: 8 -26.5 1.049 PL 19.00 PF 4.6
104 25.0 5.6 22.3 26.5 9.8 120 FTG E PE -1.3
5 28.0 0.0 25.6 0.0 0.218 TL 21.00 PV
Pipe: 8A -26.5 1.049 PL 2.00 PF 1.5
5 28.0 0.0 25.6 0.0 9.8 120 FTG T PE 0.0
6 28.0 0.0 27.1 0.0 0.218 TL 7.00 PV
Pipe: 9 -104.6 1.610 PL 1.00 PF 0.3
6 28.0 0.0 27.1 0.0 16.5 120 FTG ---- PE 0.0
8 28.0 0.0 27.5 0.0 0.345 TL 1.00 PV
Pipe: 10 -26.5 1.049 PL 17.00 PF 4.2
105 25.0 5.6 22.4 26.5 9.8 120 FTG E PE -1.3
7 28.0 0.0 25.3 0.0 0.219 TL 19.00 PV
Pipe: 11 -26.5 1.049 PL 5.00 PF 2.2
7 28.0 0.0 25.3 0.0 9.8 120 FTG T PE 0.0
8 28.0 0.0 27.5 0.0 0.219 TL 10.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
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: 12 -131.1 1.610 PL 5.00 PF 4.7
8 28.0 0.0 27.5 0.0 20.7 120 FTG E PE 0.0
9 28.0 0.0 32.2 0.0 0.524 TL 9.00 PV
Pipe: 13 -131.1 1.610 PL 3.50 PF 3.9
9 28.0 0.0 32.2 0.0 20.7 120 FTG E PE -1.5
10 31.5 0.0 34.6 0.0 0.524 TL 7.50 PV
Pipe: 14 -131.1 1.610 PL 6.00 PF 3.1
10 31.5 0.0 34.6 0.0 20.7 120 FTG ---- PE 0.0
12 31.5 0.0 37.8 0.0 0.524 TL 6.00 PV
Pipe: 15 -31.9 1.049 PL 17.00 PF 5.9
106 25.0 5.6 32.5 31.9 11.9 120 FTG E PE -2.8
11 31.5 0.0 35.6 0.0 0.309 TL 19.00 PV
Pipe: 16 -31.9 1.049 PL 2.00 PF 2.2
11 31.5 0.0 35.6 0.0 11.9 120 FTG T PE 0.0
12 31.5 0.0 37.8 0.0 0.309 TL 7.00 PV
Pipe: 17 -163.1 1.610 PL 1.00 PF 0.8
12 31.5 0.0 37.8 0.0 25.7 120 FTG ---- PE 0.0
14 31.5 0.0 38.5 0.0 0.784 TL 1.00 PV
Pipe: 18 -31.9 1.049 PL 17.00 PF 5.9
107 25.0 5.6 32.4 31.9 11.8 120 FTG E PE -2.8
13 31.5 0.0 35.5 0.0 0.308 TL 19.00 PV
Pipe: 19 -31.9 1.049 PL 5.00 PF 3.1
13 31.5 0.0 35.5 0.0 11.8 120 FTG T PE 0.0
14 31.5 0.0 38.5 0.0 0.308 TL 10.00 PV
Pipe: 20 -195.0 1.610 PL 10.00 PF 19.6
14 31.5 0.0 38.5 0.0 30.7 120 FTG T PE 0.0
39 31.5 H.S. 58.2 80.0 1.091 TL 18.00 PV
Pipe: 21 -38.6 1.049 PL 17.00 PF 8.4
108 25.0 5.6 47.6 38.6 14.3 120 FTG E PE -2.8
15 31.5 0.0 53.2 0.0 0.440 TL 19.00 PV
Pipe: 22 -38.6 1.049 PL 5.00 PF '4.4
15 31.5 0.0 53.2 0.0 14.3 120 FTG T PE 0.0
16 31.5 0.0 57.6 0.0 0.440 TL 10.00 PV
Pipe: 23 -38.6 1.610 PL 1.00 PF 0.1
16 31.5 0.0 57.6 0.0 6.1 120 FTG ---- PE 0.0
17A 31.5 0.0 57.6 0.0 0.055 TL 1.00 PV
Pipe: 24 -40.8 1.610 PL 1.00 PF 0.5
17A 31.5 0.0 57.6 0.0 6.4 120 FTG T PE 0.0
39 31.5 H.S. 58.2 80.0 0.060 TL 9.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
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: 25 -43.0 1.049 PL 17.00 PF 10.2
109 25.0 5.6 50.1 39.7 15.9 120 FTG E PE -2.8
17 31.5 0.0 57.5 0.0 0.535 TL 19:00 PV
Pipe: 26 -43.0 1.610 PL 2.00 PF 0.1
17 31.5 0.0 57.5 0.0 6.8 120 FTG ---- PE 0.0
17A 31.5 0.0 57.6 0.0 0.066 TL 2.00 PV
Pipe: 27 -40.8 1.610 PL 1.00 PF 0.5
17A 31.5 0.0 57.6 0.0 6.4 120 FTG T PE 0.0
39 31.5 H.S. 58.2 80.0 0.060 TL 9.00 PV
Pipe: 28 3.3 1.049 PL 17.00 PF 0.1
109 25.0 5.6 50.1 39.7 1.2 120 FTG E PE -1.3
18 28.0 0.0 48.8 0.0 0.005 TL 19.00 PV
Pipe: 29 3.3 1.049 PL 4.00 PF 0.0
18 28.0 0.0 48.8 0.0 1.2 120 FTG T PE 0.0
19 28.0 0.0 48.7 0.0 0.005 TL 9.00 PV
Pipe: 30 3.3 1.610 PL 3.00 PF 0.0
19 28.0 0.0 48.7 0.0 0.5 120 FTG ---- PE 0.0
20 28.0 0.0 48.7 0.0 0.001 TL 3.00 PV
Pipe: 31 -35.7 1.049 PL 17.00 PF 7.2
110 25.0 5.6 40.5 35.7 13.2 120 FTG E PE -1.3
26 28.0 0.0 46.4 0.0 0.379 TL 19.00 PV
Pipe: 32 -35.7 1.049 PL 1.00 PF 2.3
26 28.0 0.0 46.4 0.0 13.2 120 FTG T PE 0.0
20 28.0 0.0 48.7 0.0 0.379 TL 6.00 PV
Pipe: 33 -32.3 1.610 PL 9.00 PF 0.4
20 28.0 0.0 48.7 0.0 5.1 120 FTG ---- PE 0.0
21 28.0 0.0 49.1 0.0 0.039 TL 9.00 PV
Pipe: 34 -35.8 1.049 PL 17.00 PF 7.3
111 25.0 5.6 40.8 35.8 13.3 120 FTG E PE -1.3
27 28.0 0.0 46.8 0.0 0.382 TL 19.00 PV
Pipe: 35 -35.8 1.049 PL 1.00 PF 2.3
27 28.0 0.0 46.8 0.0 13.3 120 FTG T PE 0.0
21 28.0 0.0 49.1 0.0 0.382 TL 6.00 PV
Pipe: 36 -68.1 1.610 PL 6.00 PF 1.6
21 28.0 0.0 49.1 0.0 10.7 120 FTG E PE 0.0
22 28.0 0.0 50.6 0.0 0.156 TL 10.00 PV
Pipe: 37 -68.1 1.610 PL 3.50 PF 1.2
22 28.0 0.0 50.6 0.0 10.7 120 FTG E PE -1.5
23 31.5 0.0 50.3 0.0 0.156 TL 7.50 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
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: 38 -68.1 1.610 PL 6.00 PF 1.6
23 31.5 0.0 50.3 0.0 10.7 120 FTG E PE 0.0
24 31.5 0.0 51.8 0.0 0.156 TL 10.00 PV
Pipe: 39 -37.3 1.049 PL 17.00 PF 7.8
112 25.0 5.6 44.4 37.3 13.8 120 FTG E PE -2.8
28 31.5 0.0 49.4 0.0 0.412 TL 19.00 PV
Pipe: 40 -37.3 1.049 PL 1.00 PF 2.5
28 31.5 0.0 49.4 0.0 13.8 120 FTG T PE 0.0
24 31.5 0.0 51.8 0.0 0.412 TL 6.00 PV
Pipe: 41 -105.4 1.610 PL 11.00 PF 6.6
24 31.5 0.0 51.8 0.0 16.6 120 FTG T PE 0.0
40 31.5 0.0 58.5 0.0 0.350 TL 19.00 PV
Pipe: 42 -39.8 1.049 PL 17.00 PF 8.8
113 25.0 5.6 50.6 39.8 14.8 120 FTG E PE -2.8
29 31.5 0.0 56.6 0.0 0.465 TL 19.00 PV
Pipe: 43 -39.8 1.049 PL 1.00 PF 1.4
29 31.5 0.0 56.6 0.0 14.8 120 FTG E PE 0.0
25 31.5 0.0 58.0 0.0 0.465 TL 3.00 PV
Pipe: 44 -39.8 1.610 PL 1.00 PF 0.5
25 31.5 0.0 58.0 0.0 6.3 120 FTG T PE 0.0
40 31.5 0.0 58.5 0.0 0.058 TL 9.00 PV
Pipe: 45 -36.4 1.049 PL 17.00 PF 7.5
114 25.0 5.6 42.2 36.4 13.5 120 FTG E PE -1.3
30 28.0 0.0 48.4 0.0 0.394 TL 19.00 PV
Pipe: 46 -36.4 1.610 PL 14.00 PF 0.9
30 28.0 0.0 48.4 0.0 5.7 120 FTG E PE 0.0
31 28.0 0.0 49.3 0.0 0.049 TL 18.00 PV
Pipe: 47 -35.9 1.049 PL 17.00 PF 7.3
115 25.0 5.6 41.0 35.9 13.3 120 FTG E PE -1.3
36 28.0 0.0 47.0 0.0 0.383 TL 19.00 PV
Pipe: 48 -35.9 1.049 PL 1.00 PF 2.3
36 28.0 0.0 47.0 0.0 13.3 120 FTG T PE 0.0
31 28.0 0.0 49.3 0.0 0.383 TL 6.00 PV
Pipe: 49 -72.2 1.610 PL 6.00 PF 1.7
31 28.0 0.0 49.3 0.0 11.4 120 FTG E PE 0.0
32 28.0 0.0 51.0 0.0 0.174 TL 10.00 PV
Pipe: 50 -72.2 1.610 PL 3.50 PF 1.3
32 28.0 0.0 51.0 0.0 11.4 120 FTG E PE -1.5
33 31.5 0.0 50.8 0.0 0.174 TL 7.50 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
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: 51 -72.2 1.610 PL 6.00 PF 1.0
33 31.5 0.0 50.8 0.0 11.4 120 FTG ---- PE 0.0
34 31.5 0.0 51.8 0.0 0.174 TL 6.00 PV
Pipe: 52 -37.3 1.049 PL 17.00 PF 7.8
116 25.0 5.6 44.4 37.3 13.8 120 FTG E PE -2.8
37 31.5 0.0 49.4 0.0 0.412 TL 19.00 PV
Pipe: 53 -37.3 1.049 PL 1.00 PF 2.5
37 31.5 0.0 49.4 0.0 13.8 120 FTG T PE 0.0
34 31.5 0.0 51.8 0.0 0.412 TL 6.00 PV
Pipe: 54 -109.5 1.610 PL 11.00 PF 7.1
34 31.5 0.0 51.8 0.0 17.3 120 FTG T PE 0.0
41 31.5 0.0 59.0 0.0 0.375 TL 19.00 PV
Pipe: 55 -39.4 1.049 PL 17.00 PF 8.7
117 25.0 5.6 49.4 39.4 14.6 120 FTG E PE -2.8
38 31.5 0.0 55.3 0.0 0.456 TL 19.00 PV
Pipe: 56 -39.4 1.049 PL 2.00 PF 3.2
38 31.5 0.0 55.3 0.0 14.6 120 FTG T PE 0.0
35 31.5 0.0 58.5 0.0 0.456 TL 7.00 PV
Pipe: 57 -39.4 1.610 PL 1.00 PF 0.5
35 31.5 0.0 58.5 0.0 6.2 120 FTG T PE 0.0
41 31.5 0.0 59.0 0.0 0.057 TL 9.00 PV
Pipe: 58 -356.6 4.260 PL 10.50 PF 0.3
39 31.5 H.S. 58.2 80.0 8.0 120 FTG ---- PE 0.0
40 31.5 0.0 58.5 0.0 0.029 TL 10.50 PV
Pipe: 59 -501.8 4.260 PL 9.00 PF 0.5
40 31.5 0.0 58.5 0.0 11.3 120 FTG ---- PE 0.0
41 31.5 0.0 59.0 0.0 0.055 TL 9.00 PV
Pipe: 60 -650.7 4.260 PL 163.00 PF 19.2
41 31.5 0.0 59.0 0.0 14.6 120 FTG 4E PE 0.0
42 31.5 0.0 78.1 0.0 0.089 TL 215.80 PV
Pipe: 61 -650.7 4.260 PL 2.00 PF 1.3
42 31.5 0.0 78.1 0.0 14.6 120 FTG E PE -0.9
43 33.5 0.0 78.6 0.0 0.089 TL 15.20 PV
Pipe: 62 -650.7 4.260 PL 2.00 PF 0.2
43 33.5 0.0 78.6 0.0 14.6 120 FTG ---- PE 0.0
44 33.5 0.0 78.8 0.0 0.089 TL 2.00 PV
Pipe: 63 -650.7 6.357 PL 45.00 PF 1.5
44 33.5 0.0 78.8 0.0 6.6 120 FTG 2ET PE 0.0
45 33.5 0.0 80.3 0.0 0.013 TL 117.90 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
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: 64 -650.7 6.357 PL 19.50 PF 0.5
45 33.5 0.0 80.3 0.0 6.6 120 FTG E PE 8.4
46 14.0 0.0 89.2 0.0 0.013 TL 37.10 PV
Pipe: 65 -650.7 6.357 PL 60.00 PF 1.6
46 14.0 0.0 89.2 0.0 6.6 120 FTG 4E PE 0.0
TOR 14.0 0.0 90.8 0.0 0.013 TL 130.40 PV
Pipe: 66 -650.7 6.357 PL 12.00 PF 1.1
TOR 14.0 0.0 90.8 0.0 6.6 120 FTG TC PE 5.2
BOR 2.0 0.0 97.2 0.0 0.013 TL 89.90 PV
Pipe: 67 -650.7 8.249 PL 3.58 PF 0.1
BOR 2.0 0.0 97.2 0.0 3.9 120 FTG E PE 0.0
M10 2.0 0.0 97.3 0.0 0.004 TL 23.58 PV
Pipe: 68 -650.7 10.374 PL 31.42 PF 0.2
M10 2.0 0.0 97.3 0.0 2.5 120 FTG 4EB PE -0.9
BFO 4.0 0.0 96.6 0.0 0.001 TL 151.12 PV
Pipe: 69 FIXED PRESSURE LOSS DEVICE
BFI 4.0 0.0 101.1 0.0 4.5 psi, 650.7 gpm
BFO 4.0 0.0 96.6 0.0
Pipe: 70 -650.7 10.374 PL 2.83 PF 0.0
BFI 4.0 0.0 101.1 0.0 2.5 120 FTG B PE 1.2
UG1 1.2 0.0 102.3 0.0 0.001 TL 24.13 PV
Pipe: 71 -650.8 10.275 PL 85.00 PF 0.2
UG1 1.2 0.0 102.3 0.0 2.5 140 FTG 2ETG PE 2.2
SOURCE -4.0 SRCE 104.8 (N/A) 0.001 TL 225.80 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 0.166 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 30.7 ft/sec at pipe 20.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
(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 ChkV1v BfyVly GatV1v 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
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 GatVly AlmChk DPV1v 45E11
4.260
6.357
8.249
10.374
H Q I S U V W
22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT
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
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
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
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 ChkV1v BfyVly GatV1v AlmChk DPV1v 45E11
10.275
H Q
22/Ell 11gEll
31.30 71.10 22.70 78.20 27.00 7.10 61.20 47.20 15.60
7.80 3.90
NOTES (USER):
• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11
DATE: 5/30/2008
JOB TITLE: PAYLESS SHOES
WATER SUPPLY ANALYSIS
Flow: 10900.0 gpm
0
0
0
140.00 psi Resid:
C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
E E v v
a a
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0 0 Sa 0 x,21
N O O r-1 0
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m •- S 0 >,
• 0 • m CO
CO tr' w
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Ava
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0 0
0
N
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0 0 0 0
l0 N 0
H H H H
O
0
CO
0
0
C7K4 (DW arx 1cncnrxw --aEn
0
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
WATER SUPPLY CURVE
132+
\
\
I \
I
P 96+
R I
E I
S
S 84+
U 1
R
E I
72+ \
( I \
P I \
S I \
I 60+ \
I \
I \
I \
48+ \
I \
I \
I \
36+ \
I \
I \
I \
24+ LEGEND \
\
\
\
\
\
\
X = Required Water Supply
104.77 psi @ 900.8 gpm
0 = Available Water Supply
138.81 psi @ 900.8 gpm
"* <-20.0 psi @ 10900 gpm
" Flow Test Point
II
II
II
11
0++-+---+----+ + + + + + +
32004800 6400 8000 9600 11200 12800 14400 16000
FLOW (GPM)
FILE CO"Y
SHEET INDEX.
A„..,:
ALAI
'III;
YTEM
TUKWIL'''F;i f
HINOTON
NERAL NOTES
S
=ET \UVI3ESHEET TITLE
FA -01
SYSTEV
INFOVATIO\
FA --02
TYPICAL
DETAILS - WRI\
G A\3 MOUNTI\G
FA --03
FRE
ALARM SYSTEM FLOO PLA
FA -04
YSTEv1 CALCULATIO\S (CE\EAL), �ISE�, SITE PLA\
tEr
❑
Without Comments
As Noted In Red
Per The Attached Letter
I nese pans hove ficarf reviewed 17y The Tukwila iia Fire
Prevention i_.}Urea'? for co:'.+..+r r'iu+i';C ;ith current city
standards. Ac, .c ;t._. i;;,•:' _ :: ':errors and
ornissions ,,,; :-,-.:tr .... r .,t 7_..--''.1i<.tir. n:, Pi adopted
I standeras .,1 rc: , . . , • r=: U,--;s6i;,t,,rfior the
i cie(quc.'cv ::t •.. ...,i'; ,,; i.;.:.:: {: : i ner.
; dc,fIt:-)rs .. .r � ;; i:iifa +!jf;a ,atter
ifliS d`I:,-: . '‘,1,--4 ...r'- ... Ind..iiil requite a
resubmittal ct ,.a+ut aegt!ent approval.
Final acc:pt;y;!.(.1.... -i tittwv;t!a;r,`d inspection by
IThe.Tuk\ivila Fixe
Date: 5- 3°-(42, By:
TUKWILA FIRE DEPARTMEN1..
Pease call: 575-440Z
and give this job
t 1o._Q - '))`\
and �.._c: addre3s for shut.
approval.
NOTICE
A completed, signed, Tukwila
Fire Department Pre-test
Certificate must be presented
to the Inspector prior to
commencement of Acceptance
Testing of any Fire Alarm
and Detection Systems.
Failure of test will result
in a Re -inspection Fee and
c; min tion of the testing.
WIRE DESIGNATION SCHEDULE
WIRE SCHEDULE AND CONDUIT FILL CHART
WIRE DESIGNATION
SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE
D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD 4#16 FPL/FPLR RED (JACKET)
H DOOR HOLDER POWER - 24VDC TWD *14 FPL/FPLR RED (JACKET)
P DEVICE POWER - 24VDC TWO 1#16 FPL/FPLR RED (JACKET)
S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD 1#12 FPL/FPLR RED (JACKET)
2S STROBE CIRCUIT - RETURN 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)
2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET)
I REMOTE INDICATION LIGHT TWD #18 FPL/FPLR RED (JACKET)
X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET)
UD UNDERGROUND DATA TWISTED PAIR RATED 4#18 FPL/FPLR RED (JACKET)
UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET)
M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET)
'B BEAM DETECTOR POWER TWD #14 FPL/FPLR RED (JACKET)
CONDUIT FILL CHART
:irr
11
I.
::
!
;'i.
:�-»+i;,i.,.;•
it
t�l
'
NO.
.
! CONDUIT
-1 '
i
i
1 i'.'
: li
I I,
i!!
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
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
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
4.t 1
;j;i
FOR SIEMENS SYSTEM':
L!1 '
DO NOT INSTALL ADDRESSABLE
DEVICES ADDRESS. !'
INITIATING DEVICES UNTIL. PREPROGRAMMED WITH
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 CIfOUIT POLARITY SHALL BE OBSERVED.
3. AUDIBLE/VISUAL CIRCUIT WIRING I ,SUPERVISED. NO PARALLEL
BRANCHING IS PERVIISSIBLE
4. INSTALLATION SHALL BE IN`I-_STRIC1T ;CONFORMANCE WITH THE NATIONAL
ELECTRIC CODE, NEPA 72, LOCAL ;CbDE(S), AND/OR AUTHORITY HAVING JURISDICTION.
5. INSTALLATION MATERIALS (kE I. CONQUIT, WIRE, FITTINGS, HANGERS,
STANDARD BOXES, FIBER Of TICSi'.EABLE, FITTINGS, AND ASSOCIATED EQUIPvIENT)
ARE NOT SUPPLIED BY SIEMENS ;CERBERUS DIVISION.
6. DETECTORS SHALL NOT BE0UNTED IN DIRECT
AIR STREAM OF AIR SUPPLY' .OUTLETS. PER NFPA 72 2-3.5.1
7. WIRING SHALL BE PER PLAN :WITH : ESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY,
TYPE, QUANTITY AND COLOI:CODEIi:CONDUCTORS SHALL BE PERMANENTLY,
AND UNIQUELY MARKED F031( FUTURE IDENTIFICATION.
8. INSTALLING CONTRACTOR SH LL;;RETURN ONE SET OF ACCURATELY MARKED
DRAWINGS FOR "AS BUILT" I URP'OSES.
•
t I'
9. FOR ADDITIONAL INSTALLATION: 'If STRUCTIONS, REFER TO CATALOG CUT
SHEETS AND/OR INSTALLAT10S, RUCTIONS.
10. THE 120vac POWER ELECTRRK SUPPLYING FIRE ALARM SYSTEM PANELS
MUST COMPLY WITH ARTICL° j72 !A{ ND 760 OF NEPA 70, N.E.C. AND NFPA 72,
SPECIFICALLY SECTION 1-5 ..5.2 .' 1'N REFERENCE TO DEDICATED . BRANCH POWER
SOURCES. 120vac POWER S ;ALL';N!OT BE APPLIED TO FIRE ALARM PANEL WITHOUT
DIRECT SUPERVISION OF FIRL: AL , M TECHNICIAN.
11. ALL HORN STROBE AND STI.QB ;'EVICES SHALL BE MOUNTED AT A HEIGHT
OF 80" A.F.F. OR 6" BELOWLDROP ,ED CEILING, WHICHEVER IS LESS.
12. ALL MANUAL PULL STATION' SHALL BE MOUNTED AT 48" A.F.F. TO THE
ACTIVATION DEVICE. I'
13. ALL PANEL NUMBERS AND ,CIRCUITS WILL BE ON THE RECORD DRAWINGS SET.
14. ALL 120VAC CIRCUITS ARE 'ROM 'DEDICATED CIRCUITS FROM THE EMERGENCY
GENERATOR. :I
15. PER NFPA 72 SECTION 5-3;.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER
THE CONSTRUCTION CLEAN- UP 0F! 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. Ii1
18. ALL CABLES SHALL BE MARKED AS. INDICATED ON FIRE ALARM RISER WITH A
PERMANENT LABEL AT ALLIDEVICES, 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 RAID) !FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH
IT IS LOCATED.
21. ALL WIRING BETWEEN FLOORS 'SHALL BE LOCATED IN CONDUIT.
•1
22. NEPA 72 2007 6.4.2.2.2 ALk' 1 STYLES OF CLASS A CIRCUITS USING
PHYSICAL CONDUCTORS (E.G;„ METALLIC, OPTICAL FIBER) SHALL BE
INSTALLED SUCH THAT THE SUTG0I.NG AND RETURN CONDUCTORS, EXITING
FROM AND RETURNING TO THE, ,C,ONTROL UNIT, RESPECTIVELY, ARE
ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT
CONDUCTORS SHALL NOT B!fU�N' ISN THE SAME CABLE ASSEMBLY (I.E.,
MULTI -CONDUCTOR CABLE), E{N I'DSURE, OR RACEWAY.
illy
NFPA 72 2007 A.6.4.2.2.2 : A GOAL' OF 6.4.2.2.2 IS TO PROVIDE
ADEQUATE SEPARATION BETYVEEN.; J 1E OUTGOING AND RETURN CABLES.
THIS SEPARATION IS REQUI,.ED..T0j MELP ENSURE PROTECTION OF THE
CABLES FROM PHYSICAL DA ElHE RECOMMENDED MINIMUM
SEPARATION TO PREVENT PVYSICAL, DAMAGE IS 305 MM (1 FT) WHERE
THE CABLE IS INSTALLED VO,TICALLY AND 1.22 M (4 FT) WHERE THE
CABLE IS INSTALLED
23.
IH:
QUANTITY
3
2
2
2
2
EX
OL DESCRIPTION
EX
EX
IRE ALARM
ONTROL PANEL
IRE ALARM
;EMOTE ANNUNCIATOR
DEMOTE BOOSTER
DOWER SUPPLY
1TERFACE MODULE
ITH RELAY
UAL INPUT
1TERFACE MODULE
'ONTROL POINT
ODULE
SYMBOLS LEGEND
MODEL
XLS-V
SDD-C
PAD -3
HTRI-R
HTRI-D
HCP
EMOTE CONVENTIONAL HZM
,ONE MODULE
INEAR BEAM
MOKE DETECTOR
MANUFACTURER BACKBOX
SIEMENS
SIEMENS
SIEMENS
SIEMENS
SIEMENS
SIEMENS
SIEMENS
PBA -1191 SIEMENS
SMOKE DETECTOR HFP-11 W/ SIEMENS
ADDRESSABLE -PHOTO) DB -11 BASE
1
1
UCT SMOKE
ETECTOR
EAT DETECTOR
ADDRESSABLE)
LIRE ALARM
RPEAKER STROBE
:CEILING MOUNT)
IRE ALARM
PEAKER STROBE
WALL MOUNT)
;;IRE ALARM
SPEAKER STROBE
,WALL MOUNT)
FIRE ALARM
STROBE
;,CEILING MOUNT)
FIRE ALARM
STROBE
HALL MOUNT)
SIRE ALARM
SPEAKER
;'CEILING MOUNT)
=IRE ALARM
SPEAKER
WALL MOUNT)
AD2-P W/ SIEMENS
TSM MODULE
HFPT-11 W/ SIEMENS
DB -11 BASE
SET -MC -CW SIEMENS
SET -MC -W SIEMENS
SET -HMC -CW SIEMENS
ZR -MC -CW SIEMENS
ZR -MC -W SIEMENS
SET -CW SIEMENS
SET -W
SIEMENS
PROVIDED
PROVIDED
PROVIDED
4S DEEP
45 DEEP
4S DEEP
4S DEEP
PROVIDED
4S DEEP
W/ 1G RING
DUCT HOUSING
4S DEEP
W/ 1G RING
MOUNTING HEIGHT
66" A.F.F.
TO TOP
66" A.F.F.
TO TOP
66" A.F.F.
TO TOP
VERIFY
IN FIELD
VERIFY
IN FIELD
VERIFY
IN FIELD
VERIFY
IN FIELD
VERIFY
IN FIELD
CEILING
VERIFY
IN FIELD
CEILING
4S DEEP BOX CEILING
W/ 1-1/2" EXT.
4S DEEP BOX 80" A.F.F.
W/ 1-1/2" EXT. TO BOTTOM
4S DEEP BOX CEILING
W/ 1-1/2" EXT.
4S BOX
W/ 1G RING
4S BOX
IN/ 1G RING
CEILING
80" A.F.F.
TO BOTTOM U.O.N.
4S DEEP BOX CEILING
W/ 1-1/2" EXT.
4S DEEP BOX 80" A.F.F.
W/ 1-1/2" EXT. TO BOTTOM
P
SIRE ALARM
fiTROBE
WEATHERPROOF)
SET -S17 -WP SIEMENS
MT -SUR -BOX
1/2" PIPE
VERIFY
IN FIELD
MRI
ULTI-VOLTAGE
ONTROL RELAY
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 :WB❑X
FIRE ALARM
TERMINAL CABINET
F.B.O.
F.B.O.
F.B.O.
VERIFY
IN FIELD
JUNCTI❑N BOX F.B.O. F.B.❑. N/A VERIFY
IN FIELD
'B❑VE FINISHED
FLOOR
FURNISHED BY
OTHERS
,Y
NOT
APPLICABLE
UNLESS OTHERWISE
NOTED
WEATHERPR❑❑F
DEVICE
AS BUILT
FDD OR CHANGE
!i{S BUILT
REMOVE
H.
AS BUILT
NOTES TO CAD
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
•
Copyright 2006 by Guardian Security Systems, Inc. All Rights R,eserv,`d
RELEASE/REVISIONS
rn :0'
.0'
co
z•c
O `o
-
L7 \O'.
C/) Q
REV. BY: I
z
a
DESCRIPTION
SHOP DRAWINGS
DATE
5/15/08
o
<1<<<<
co
co
J T-
< 0)
2 Z
U) FE 2-
W
1_1_1 0 Z
-I c O (Z
<
�
<C Q �
0 o�
LL
SCALE: 1 /8"=1
DRAWN BY:
(.ANDERSON
DESIGNED BY:
R.VEZZANI
DATE: 5/ 12/08
BACKROUND PLAN PROVIDED BY:
\:.OB NUMBER:54534 1
FA -01
i'•
I:!
•
1:!„:': • '
THE DUCT ,SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72.
THE PREFERRED1LINSTALL 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
1 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
; " „I •
I! :
„.,
!I! '
COMBINE ALL SHIELDS AND;
ISOLATE FROM GROUNDING
•
;TO NEXT,,ADDRESSABLE DEVICE'
STOP IFLAST DEVICE 14
FROM XLS .CONTROL PANEL OR fl
!RREVIOUS-„ADDRESSABLE DEVIC
•:: ,„
DUCT DETECTOR
LOCATION
0
t
1
ildi•72)
END CIF, LINE DEVICE(3.6K 1/4‘./ _L
:i • :
SUPERVISED SWITCH
NOTE:
;I.
1 I
1•LID
GROUND.'„
•
10
HTRI—R
STATUS LED
oo
0
N.O.
0
COM
CO
0
N.C.
FOR ADDITIONAL SPECIFICATIONS
SEE PRODUCT DOCUMENTATION.
• 1,{' ;
,„;•A„
PliEVIOUS
DEVICE
itiNEXT
DEVICE
,•
0
TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL
LABEL SCALE (BACKGOUND MUSIC SHUTDOWN)
ADDRESSABLE
- t
1.;
ADDRESSABLE
Li +
NOTE 1:
VOLTAGE MAX. -
CURRENT MAX, -
CONT. RES. MAX, -
MAX. CABLE LENGTH -
C (LINE TO LIND-
C (LINE TO SHIELD) -
MAX,LINE SIZE -
MIN, LINE SIZE -
MUSIC
1;
• :I I !
!I •
•.:. ,
H, • : ' , ,
TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR
DUTLETHSAMPLING
TUBE
INLET SAMPLING
TUBE
, 1
1 ,
•
AT LEAST',
SIX DUCT'.
WIDTHS
FROM BEND..
I ,
,!..,
SCALE=NONE
:}-Ac POWER 'SDURC
.H.J •
COMBINE ; ALL SHIELDS:I.,ANDi
ISOLATE FROM GROUNDING
; „ ; ,.;„ .; 1„.„.•
, L4:,•/; ;
TO NEXT: ADDRESSABLE DEXICEft!"(1.)
STOP IF LAST;DEVICE
FROM XLS CONTROL PANEL 1 OR 4(+)
PREVIOUS ADDRESSABLE DEVICE (-)
RELAY CONTACTS
(4.0A @,125VAC)
(4.0A @ 30VDC)
27 VDC:!
3.5 mAl DURING POLLING
10 OHMS ; A
200 FT„q8 AWG)
0.02uF ; !
0,04UF: !'
14 AWG
18 AWG
END:i.OF LINE
DEVICE
(3.61. 1/4W)
• ;
SSWUIPTECRHV, ISD •
GROUND
10
@
HTRI—D
C1)
STATUS LED
CO
0
CO
0
0
NOTE: '
FOR ADDITIONAL SPECIFICATIONS
SEE PRODUCT DOCUMENTATION.
TYPICAL kfRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL
Lig3a SCALE (FIRE SUPPRESSION SYSTEM INTERFACE)
NOTE 2: '
ALL SUPERVISED 'SWITCHES MUST' BE HELD! CLOSED ;
AND/OR OPEN FOR AT LEAST .25 SEC, TO GUARANTEE
DETECTION.
•
• •
•
GNO!..AC • ,
•
0
0
0
t 1•
1
_
•
• . „
, 0
PAD -3
INPUT TROUBLE.' NAC1 NAC2
• • •:.1+ 1-' 1 2+2- 2 -NC C NO +- + -
• .2. 0
,NAC3NAC4,
+ -
1112
0 0 G
24K '
0
TYPICAL WIRINGFOR HCP MODULE (PAD -3 TRIP)
LABEL SCALE
•
•
n ;
NAC -4
NAC -3
NAC -2
NAC -1
END F
„.LINE! `,DEVICE
„..• ,..
3.6K 14'14W)
.. l• ,i
UPE VISED
'‘../I.i.
I :1
:. i: • .ri
: .
. • :, :.
FRONT VIEW
NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION.
NOT USED 0
REMOTE E
DEVICE LOOP A- 0
NOT USED 0
REMOTE
DEVICE LOOP
FROM XLS CONTROL PANEL OR (+)>
PREVIOUS ADDRESSABLE DEVICE (-)>
470
OHMS
110/
EOL
IC
INPU
LEQ
TEM -1
Ls_
N.
EAR
GRO
.-)r..(+) TO
>(-) S
c) TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL
SCALE: NONE
FROM REMOTE
POWER SUPPLY
('S' CABLE)
FROM FACP
(VOICE CIRCUIT)
('V' CABLE)
C C
(-1-) H
STROBE
SPEAKER
(1)
STROBE
STROBE
SPEAKER
H
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 II -OBE)
4S BOX
(STROBE ONLY)
SPEAKER/STROBE
WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS
SCALENONE,
t
XT DEA OR
IF LAST DEVICE
;.,
TO
DE.
EN
TL
EXT
ICE OR
OF LINE
EXT
CE OR
OF LINE
NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION.
OPERTINTEMPERATUE:
+320*F C TO 100' F (38' C)
HUMDITY: O-93% RELATIVE HUMIDITY,
NON -CONDENSING
HFP-11 SMOKE
DETECTOR
FROM PREVIDUS
ADDRESSABLE DEVICE;
OR POWER SOURCE:
DATA IN
DATA IN (+)
DEVICE IS LISTED FOR AIR VOLOCITY
APPLICATIONS OF 300-4000 FT/MIN
WHEN USED IN CONJUNCTION WN
DUCT HOUSINGS AD -11P OR AD-11XPR
DB -11
STANDARD
SMOKE
DETECTOR
BASE
•
TO NEXT DEVICE -
REAR VIEW
HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL
UTBEL SCALE -
>( ) DATA OUT
(+) DATA OUT
CEILING MOUNT S PEAKER/STROBE MOUNTING (HARD LID)
HARD LID
CEILING
HARD LID
SPEAKER SUPPORT TILE
BRIDGE
•
•
4' SQUARE DEEP BOX
WITH 1-1/2' EXTENSION
CEILING MOUNTED
SPEAKER/STROBE
CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING)
SCALE:NONE
JUNCTION BOX
MOUNTED ON
CEILING FLEX
•
JUNCTION BOX
' MOUNTED AGAINST
CEILING SUPPORT
00
0 0 ITD NEXT
SMOKE DETECTOR
SMOKE DETECTOR MOUNTING
SCALE:NONE
P `
.,' .,..
1 i . r. '
,..4.-.
'
...z- CADDY BAR' -.1„
\ ---- SUSPENDED „.rilill'I„: :
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ILLUMINATEDlitICEIL:..,
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DC) NOT: I
AQRESSABLE
DEVICES „NTIL
D.REPOQRAMMED W
DEVICFS DD S.
ri ht 006
Gudrdian:Securit
.„:;
S stems, Inc. All Rights Rsery
*1-
•
LL
0
0
(
Qin
CALE: 1 8 -1'
DRAWN
I.ANDERSON. •
DESIGNED BY::
R.VEZZANI,
DATE:5/12/08
BACKROUND PLAN PROVIDED BY:
\OB NUMBER:4534
SHEET
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17
PAYLESS WESTFIELD SOUTHCENTER MALL
SCALE 113264
2S,2V
2S,2V
2S,2V
2S,2V 2S,2V 2S,2V
(1
75 C 75 C
15
30
15
15
EOL -S1
FA -430X
1
FACP
EX
RISER DIAGRAM
D,I
21,
rrent Load:
Ovice TYpe
-11
2-
137-
FkIrD :11
Qty -
SYSTEM CA
FACP ADD ONS
Standby:
Amps
0.0022
0.0635
0.009600
0.001600
0.005
Total
0.0022
.0.0635
0.0096
Amps
0.0023
0.064
0.021
0.0035
0.128
0.063
ent Load:
6 ice Type
TIONS
n System Board
MC @15CD
@30CD
@75CD
'SftMC @1 1 0 C D
PAYLESS
SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations
Qty
Amps
0.03
Standby:
Total
0.03
Amps
0.030
0.064
0.098
0.175
0.233
Alarm:
Total
0.030
0.064
0.098
0.350
'-"I
I
0.0731
Amps
HMC-C@115CD
S PHMC-C@135CD
andby Current Load:
0.0731
Amps
For, 24 Hours =
1.754
Amp -hours
-HMC-C@185CD
Z C @15CD
C @30CD
0.318
0.318
0.445
0.064
0.098
0.128
0.0015
ern Current Load:
0.191
Amps
For 5 Minutes=
0.016
Amp -hours
0.03
Amps
0.67
Amfis
25% Derating=
2.213
Amp -hours
t bdby Current Load:
0.03
Amps
For 24 Hours =
0.720
Amp -hours
AI i-rn Current Load:
0.67
Amps
For 5 Minutes=
0.056
Amp -hours
Total System Current Load:
2.213
Amp -hours
B ttery Pair to be Used:
12VDC I
Amp -hours
7AH
25% Derating=
0.970
Amp -hours
PROJECT:
Panel:
Date:
CIRCUIT:
Total System Current Load:
0.970
Amp -hours
eery Pair to be Used:
12VDC
Amp -hours
7AH
ALCULATION
Notification Appliance
WESTFIELD SOUTHCENTER MALL
PAYLESS
May 22, 2008
S1
Wire Resistance 1.62
RENT TOTAL= 640
.4
!!!-•
1!
,
4
QTY
2.
0
0
0
0
Device Type
SET -MC @15CD
SET -MC @30CD
SET -MC @75CD
SET -MC @110CD
SET-HMC-C@115CD
SET-HMC-C@177CD
SET -HMC @135CD
SET -HMC @185CD
Alarm Current Alarm Total
64
98
175
445
318
445
64
98
350
Wire Size
VVirO,Lengt
Voltage at EOL Circuit Total
Total Wire Resistance ( R )
(WL*2 )*(R/ft)
Total Device Load, Amps (I)
(Total Cct Load)
Voltage Drop ( E )
(E= I * R)
EOL Voltage
(20.4 - E)
0.86
0.64
0.55
19.85
2
Z-MC@15CD
64
128
Z-MC@30CD
98
SET-MC-CW@110CD
233
DEVICES=
6
TOTAL rnAT:-
640
12
19.850496 6401
Notification Appliance tfrcut Detail
PROJECT: WESTFIELD SOUTHCENTER MALL
Panel: PAYLESS
Wire Resistance 2.58
Date: May. 22, 2008
R ENT TOTAL 7.2
CIRCUIT:
SPEAKER CIRCUIT
I I
QTY
Device Type
4
70.7V 1/8
Alarm Current Alarm Total Wire Size
1.81
0
7.2
Wire
Voltage at EOL
Circuit Total
Total Wire Resistance ( R
( WL * 2 )* (R/ft)
2.92
Total Device Load, Amps (I)
0.01
(Total Cct Load)
Voltage Drop ( E)
0.02
(E= I * R)
EOL Voltage
20.38
0
DEVICES=
4
TOTAL m A=
7.2
VOLTAGE DRO
20.37900912
(20.4 - E)
7.2
t;
Copyright 2006 by Guardian Security Systems, Inc. All Rights Reser
1743- IST AVE. SEATTLE,
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SHOP DRAWINGS
- DATE
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DRAWN BY:"
.AN
DESIGNED BY:
R.VEZZANI
DATE: 5/1 2/08
BACKROUND • PLAN PROVIDED BY:
FA -04
O
101.00
A
MALL
EGRESS
PASSAGEWAY
_COVE
105
I /I
C E I L
•42.-4.
ADJACENT-7EN
ADJACENT TENANT
d'
�,--,(t..31''G AFF
1
21'-5 3/8"
=G E I L 12-D/
a"
-P,
FILE COPY
THICKNESS of CONCRETE vaRiea
• A y ..
S/YX2•Y4'KIIK139.t • • '
j
pA
� A
3/V ROD CPKs
CUT NS' ATR
(PER FLAW
Fla HANGER
TOIL
110
1/2.At6,-
Il2Xl O
FORT' TO4'PIPE
ALL LOCATIONS (UN,O)
3As' x 2-S/4' I1111 OLE ECU
3M' ATR x(OEE PU1U
31B'.RCD CPU
PIPE HANGER Rt1G
I.
A
L secoweviip
EY PM
#13 HANGER DETAIL
FIG. 65
BEAM CLAMP
milli �s11Efi�tiil�lL•1J
FIG. 69
— RETAINING
/ STRAP
JA
LOCK <
NUT IREQ' VIEW A -A
�--
PIG. 100
ALL THREAD RDD
�-- FIG. 200
L4AA14 ERA15LE RING
FF10E
102
tV2ALi
112)(Zl-0
BOTTOM BEAM CLAMP, ROD, AND RING
CE I L L2 D
\
( 1
�EIL.iI/-L
I
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
TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY
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
FOR STEEL OR CPVC. PLASTIC PIPE
LINEMIE L ?4 THH E3(c EEDS 2'-4"
Anrcr.0 CMSET
E000KET IDRXT.
ALL TI AD .ROD
1
1•10.5 REMOTE. A
SPACE #2866
EA 15-95 SCS. .FT
A System
-- N.T.S.
3/3" XWIK BOLT Part COWt to It
2'-4" MAX. PER DINGLE
OT144' M13E A.,OEML.T. ParAID BOTH SIDES
I4 it MlioG
(UP TO 2" PIE)
LINE RESTRAINT DETAIL
5F4Ci WITH IN 6" OF A HNG R'EVY43'ON4LINE..
I 0" Victaulic #750
/Butterfly Valve
n WILKINS I 0" 350 DAG
n Vertical Backflow Preventer
\I 0" Victaulic #750
Butterfly Valve
I 0" Flange G1
@
4. I '-2" AFF
\FF@O'-0"
10" D.I.
T8 Riser Assembly Detail
t
ADJACENT TENANT
j---131 -6) A,F F
CEI L. I I ORA.1-:F
3-0
CELL IZ C AFF
3-3
13-0
5-3
&14 -DAF
GENER NOTES*
RiCraCE
Weld stamps must be
aspected before pie is
hung. ag not paint piping
. prior to hydrostatic test
approval.
Wthout Commertte
As Noted in Red.
Per The Attached Letter
1 nese plans have been reviewed by The Tukwila Fire
Prevention Bureau for conformance with current city
standards. Acceptance is subject to errors and
omissions which do not authorize violations of adopted
stanaard s and ordinances. The responsibility for the
adequacy of design rests totally with the designer.
Additions, deletions or revisions to these drawings after
this date will void this acceptance and will require a
resubmittal of revised drawings for subsequent approval.
Final acceptance is subject to field test and inspection by
The Tukwila Fire Prevention Bureau.
Date: `� ..„(11)By; / V w`" --
TAIL
1UKWILA FIRE DEPARTMENT
Please call: 575-4407
and give this job
No.
and exact address for shut"
,.own or restoration approval,
1. RETAIL AREAS ARE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A. 13 ORDINARY HAZARD GROUP 2 MAX SPACING 130 SQ. FT.
2. COSCO POINT OF CONNECTION IS AT EXIST BUILDING SHELL SYSTEM 4" MAIN AS SHOWN ON THESE PLANS.
3. ALL PAINTING OF FIRE SPRINKLER PIPING (IF REQ) TO BE DONE BY OTHERS .
4. ALL WIRING BY OTHER.
5. ALL MATERIAL IS NEW U.L. LISTED AND MEETS THE REQUIREMENTS OF THE TUKWILA FIRE FIRE DEPT.
6. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON 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.
7. OWNER I5 RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40 DEG. F. MINIMUM AT ALL TIMES YEAR ROUND.
8: SPRINKLER HEAD LOCATIONS INDICATED ON THESE DRAWINGS ARE NOT INTENDED TO BE "CENTER OF TILE" HEAD PLACEMENT.
9. COSCO ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR
CURRENT CODE COMPLIANCE. OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE
EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO.
10. OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THESE FIRE SPRINKLER
SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.P.A. 25-2002 BY QUALIFIED PERSONNEL COMMENCING
AFTER WARRANTY PERIOD HAS EXPIRED. THE FIRM THAT DESIGNED AND INSTALLED THIS SYSTEM IS BEST QUALIFIED TO PROVIDE
THE ONGOING. LONG TERM TESTING, MAINTENANCE AND SERVICING OF THIS SYSTEM(S).
FIELD NOTES ******
I) THREADED PIPE FROM 1" THRU 2" SIZE TO BE SCH. 40 STD. WALL PIPE (IMPORT).
2) GROOVED END PIPE FROM 2 1/2" THRU 8" TO BE SC11.1 O (IMPORT).
3) ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT).
4) ALL THREADED FITTINGS ARE 300# CLASS D.I. (IMPORT).
FIELD/NOTES
1"
s
EXISTING PIPE
NEW PIPE
EXISTING HEAD
NEW HEAD REG
NEW HEAD CCDN
PAU)
- 2008
gi' w !!a Fire
DUB
REVISIONS
NO.
DESCRIPTION
DATE
BY
SPRINKLER HEAD LEGEND :
SYMBOL
S/N
ORIFICE
NPT
K -FACT.
HEAD
FINISH
FINISH
TEMP.
QUAN.
RELIABLE MOD G4A CONCEALED SSP
1/2'
1/2'.
5.6
BRASS
WHT
165
1(0
REUABLE MOD G4A CONCEALED SSP
co
1/2'
1/2''
5.6
BRASS
BLACK
. 165
REUABLE MOD F1 FR REC SSP
1/2'
1/2'
5.6
WHT
WHT
155
20
APPROVALS BY:
TOTAL SPRINKLERS
THIS SHEET GV
. • 0 . 1 cosco
•••••...
••0•••••
Fire Protection
FIRE PROTECTION AND LIFE SAFETY SPECIALISTS
www.coscofire.com
WASHINGTON OFFICE
15000 Woodinville -Redmond Rd NE License No:
Woodinville, Washington 98072 COSCOFP110NM
call (425) 686-8300 • fax (425) 827-4784
SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATILE • ANCHORAGE
PROJECT
:PAYLESS SHOES
2866 SOUTHCENTER MALL SPACE # 2165
TUKWILA, WA 98188. WELDON 913-226-8468
SCALE: 1/4=1'-0
CONTRACT BRUNDIGE FLOOR COVERINGS
10203 W 125TH TERRACE
OVERLAND PARK, KS 66213
DRAINING ME
FIRE SPRINKLER TENANT IMPROVEMENT
a1E : 05/27/08
SCALE : 1 /4= 1'- 0"
DRAWN BY : BRIAN SCHULZE
I'5KS-7944
SHEET NO.
D
2866 SOUTHCENTER MALL
ASSOCIATED PERMITS
08-F-248
08-S-273
08-S-265
i1 •
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: Payless Shoes
2866 Southcenter Mall
Permit No.: 08-S-265
Date: June 4, 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).
• 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
PAYLESS SHOES
2866 SOUTHCENTER MALL
TUKWILLA, WA 98188A
FILE NUMBER:25KS-7944
DATE: 05/30/08
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP -2
DENSITY: 0.20 gpm/sq. ft.
AREA OF APPLICATION: 1595 sq. ft.
COVERAGE PER SPRINKLER: 120 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 17 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 570.7 gpm
TOTAL WATER REQUIRED (including hose): 900.8 gpm
FLOW AND PRESSURE (@ BOR): 650.7 gpm @ 97.2 psi
SPRINKLER ORIFICE SIZE: 1/2 inch
NAME OF CONTRACTOR: COSCO FIRE PROTECTION
DESIGN/LAYOUT BY: BRIAN SCHULZE
AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE
CONTRACTOR CERTIFICATION NUMBER: COSCOFP110NM
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4903012830)
HRS SYSTEMS, INC.
TUCKER, GA 30084
TUCKER, GA 30084
DATE: 5/30/2008
JOB TITLE: PAYLESS SHOES
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
WATER SUPPLY DATA
SOURCE
NODE
TAG
SOURCE
STATIC
PRESS.
(PSI)
140.0
RESID.
PRESS.
(PSI)
20.0
AGGREGATE FLOW ANALYSIS:
FLOW
(GPM)
10900.0
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)
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
28.0
28.0
28.0
28.0
28.0
28.0
28.0
28.0
28.0
31.5
31.5
31.5
31.5
31.5
31.5
31.5
31.5
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
K= 5.60
AVAIL.
PRESS.
(PSI)
138.8
TOTAL
@ DEMAND
(GPM)
900.8 GPM
250.0 GPM
80.0 GPM
570.8 GPM
PRESSURE
(PSI)
21.7
21.7
21.6
22.3
22.4
32.5
32.4
47.6
50.1
40.5
40.8
44.4
50.6
42.2
41.0
44.4
49.4
25.0
25.4
25.1
25.5
25.6
27.1
25.3
27.5
32.2
34.6
35.6
37.8
35.5
38.5
53.2
57.6
57.5
REQ'D
PRESS.
(PSI)
900.8 104.8
DISCHARGE
(GPM)
26.1
26.1
26.0
26.5
26.5
31.9
31.9
38.6
39.7
35.7
35.8
37.3
39.8
36.4
35.9
37.3
39.4
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
17A 31.5
18 28.0
19 28.0
20 28.0
21 28.0
22 28.0
23 31.5
24 31.5
25 31.5
26 28.0
27 28.0
28 31.5
29 31.5
30 28.0
31 28.0
32 28.0
33 31.5
34 31.5
35 31.5
36 28.0
37 31.5
38 31.5
39 31.5
40 31.5
41 31.5
42 31.5
43 33.5
44 33.5
45 33.5
46 14.0
TOR 14.0
BOR 2.0
M10 2.0
BFO 4.0
BFI 4.0
UG1 1.2
SOURCE -4.0
HOSE STREAM
SOURCE
57.6
48.8
48.7
48.7
49.1
50.6
50.3
51.8
58.0
46.4
46.8
49.4
56.6
48.4
49.3
51.0
50.8
51.8
58.5
47.0
49.4
55.3
58.2
58.5
59.0
78.1
78.6
78.8
80.3
89.2
90.8
97.2
97.3
96.6
101.1
102.3
104.8
80.0
650.8
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
'DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
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 -26.1 1.049 PL 20.00 PF 4.7
101 25.0 5.6 21.7 26.1 9.7 120 FTG E PE -1.3
1 28.0 0.0 25.0 0.0 0.212 TL 22.00 PV
Pipe: 2 -26.1 1.049 PL 20.00 PF 4.7
102 25.0 5.6 21.7 26.1 9.7 120 FTG E PE -1.3
3 28.0 0.0 25.1 0.0 0.213 TL 22.00 PV
Pipe: 3 -26.1 1.610 PL 4.00 PF 0.3
1 28.0 0.0 25.0 0.0 4.1 120 FTG T PE 0.0
2 28.0 0.0 25.4 0.0 0.026 TL 12.00 PV
Pipe: 4 -26.1 1.610 PL 3.00 PF 0.3
3 28.0 0.0 25.1 0.0 4.1 120 FTG T PE 0.0
2 28.0 0.0 25.4 0.0 0.026 TL 11.00 PV
Pipe: 5 -52.1 1.610 PL 2.00 PF 0.2
2 28.0 0.0 25.4 0.0 8.2 120 FTG ---- PE 0.0
4 28.0 0.0 25.5 0.0 0.095 TL 2.00 PV
Pipe: 6 -26.0 1.049 PL 18.00 PF 5.3
103 25.0 5.6 21.6 26.0 9.7 120 FTG ET PE -1.3
4 28.0 0.0 25.5 0.0 0.211 TL 25.00 PV
Pipe: 7 -78.1 1.610 PL 8.00 PF 1.6
4 28.0 0.0 25.5 0.0 12.3 120 FTG ---- PE 0.0
6 28.0 0.0 27.1 0.0 0.201 TL 8.00 PV
Pipe: 8 -26.5 1.049 PL 19.00 PF 4.6
104 25.0 5.6 22.3 26.5 9.8 120 FTG E PE -1.3
5 28.0 0.0 25.6 0.0 0.218 TL 21.00 PV
Pipe: 8A -26.5 1.049 PL 2.00 PF 1.5
5 28.0 0.0 25.6 0.0 9.8 120 FTG T PE 0.0
6 28.0 0.0 27.1 0.0 0.218 TL 7.00 PV
Pipe: 9 -104.6 1.610 PL 1.00 PF 0.3
6 28.0 0.0 27.1 0.0 16.5 120 FTG ---- PE 0.0
8 28.0 0.0 27.5 0.0 0.345 TL 1.00 PV
Pipe: 10 -26.5 1.049 PL 17.00 PF 4.2
105 25.0 5.6 22.4 26.5 9.8 120 FTG E PE -1.3
7 28.0 0.0 25.3 0.0 0.219 TL 19.00 PV
Pipe: 11 -26.5 1.049 PL 5.00 PF 2.2
7 28.0 0.0 25.3 0.0 9.8 120 FTG T PE 0.0
8 28.0 0.0 27.5 0.0 0.219 TL 10.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
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: 12 -131.1 1.610 PL 5.00 PF 4.7
8 28.0 0.0 27.5 0.0 20.7 120 FTG E PE 0.0
9 28.0 0.0 32.2 0.0 0.524 TL 9.00 PV
Pipe: 13 -131.1 1.610 PL 3.50 PF 3.9
9 28.0 0.0 32.2 0.0 20.7 120 FTG E PE -1.5
10 31.5 0.0 34.6 0.0 0.524 TL 7.50 PV
Pipe: 14 -131.1 1.610 PL 6.00 PF 3.1
10 31.5 0.0 34.6 0.0 20.7 120 FTG ---- PE 0.0
12 31.5 0.0 37.8 0.0 0.524 TL 6.00 PV
Pipe: 15 -31.9 1.049 PL 17.00 PF 5.9
106 25.0 5.6 32.5 31.9 11.9 120 FTG E PE -2.8
11 31.5 0.0 35.6 0.0 0.309 TL 19.00 PV
Pipe: 16 -31.9 1.049 PL 2.00 PF 2.2
11 31.5 0.0 35.6 0.0 11.9 120 FTG T PE 0.0
12 31.5 0.0 37.8 0.0 0.309 TL 7.00 PV
Pipe: 17 -163.1 1.610 PL 1.00 PF 0.8
12 31.5 0.0 37.8 0.0 25.7 120 FTG ---- PE 0.0
14 31.5 0.0 38.5 0.0 0.784 TL 1.00 PV
Pipe: 18 -31.9 1.049 PL 17.00 PF 5.9
107 25.0 5.6 32.4 31.9 11.8 120 FTG E PE -2.8
13 31.5 0.0 35.5 0.0 0.308 TL 19.00 PV
Pipe: 19 -31.9 1.049 PL 5.00 PF 3.1
13 31.5 0.0 35.5 0.0 11.8 120 FTG T PE 0.0
14 31.5 0.0 38.5 0.0 0.308 TL 10.00 PV
Pipe: 20 -195.0 1.610 PL 10.00 PF 19.6
14 31.5 0.0 38.5 0.0 30.7 120 FTG T PE 0.0
39 31.5 H.S. 58.2 80.0 1.091 TL 18.00 PV
Pipe: 21 -38.6 1.049 PL 17.00 PF 8.4
108 25.0 5.6 47.6 38.6 14.3 120 FTG E PE -2.8
15 31.5 0.0 53.2 0.0 0.440 TL 19.00 PV
Pipe: 22 -38.6 1.049 PL 5.00 PF '4.4
15 31.5 0.0 53.2 0.0 14.3 120 FTG T PE 0.0
16 31.5 0.0 57.6 0.0 0.440 TL 10.00 PV
Pipe: 23 -38.6 1.610 PL 1.00 PF 0.1
16 31.5 0.0 57.6 0.0 6.1 120 FTG ---- PE 0.0
17A 31.5 0.0 57.6 0.0 0.055 TL 1.00 PV
Pipe: 24 -40.8 1.610 PL 1.00 PF 0.5
17A 31.5 0.0 57.6 0.0 6.4 120 FTG T PE 0.0
39 31.5 H.S. 58.2 80.0 0.060 TL 9.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
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: 25 -43.0 1.049 PL 17.00 PF 10.2
109 25.0 5.6 50.1 39.7 15.9 120 FTG E PE -2.8
17 31.5 0.0 57.5 0.0 0.535 TL 19:00 PV
Pipe: 26 -43.0 1.610 PL 2.00 PF 0.1
17 31.5 0.0 57.5 0.0 6.8 120 FTG ---- PE 0.0
17A 31.5 0.0 57.6 0.0 0.066 TL 2.00 PV
Pipe: 27 -40.8 1.610 PL 1.00 PF 0.5
17A 31.5 0.0 57.6 0.0 6.4 120 FTG T PE 0.0
39 31.5 H.S. 58.2 80.0 0.060 TL 9.00 PV
Pipe: 28 3.3 1.049 PL 17.00 PF 0.1
109 25.0 5.6 50.1 39.7 1.2 120 FTG E PE -1.3
18 28.0 0.0 48.8 0.0 0.005 TL 19.00 PV
Pipe: 29 3.3 1.049 PL 4.00 PF 0.0
18 28.0 0.0 48.8 0.0 1.2 120 FTG T PE 0.0
19 28.0 0.0 48.7 0.0 0.005 TL 9.00 PV
Pipe: 30 3.3 1.610 PL 3.00 PF 0.0
19 28.0 0.0 48.7 0.0 0.5 120 FTG ---- PE 0.0
20 28.0 0.0 48.7 0.0 0.001 TL 3.00 PV
Pipe: 31 -35.7 1.049 PL 17.00 PF 7.2
110 25.0 5.6 40.5 35.7 13.2 120 FTG E PE -1.3
26 28.0 0.0 46.4 0.0 0.379 TL 19.00 PV
Pipe: 32 -35.7 1.049 PL 1.00 PF 2.3
26 28.0 0.0 46.4 0.0 13.2 120 FTG T PE 0.0
20 28.0 0.0 48.7 0.0 0.379 TL 6.00 PV
Pipe: 33 -32.3 1.610 PL 9.00 PF 0.4
20 28.0 0.0 48.7 0.0 5.1 120 FTG ---- PE 0.0
21 28.0 0.0 49.1 0.0 0.039 TL 9.00 PV
Pipe: 34 -35.8 1.049 PL 17.00 PF 7.3
111 25.0 5.6 40.8 35.8 13.3 120 FTG E PE -1.3
27 28.0 0.0 46.8 0.0 0.382 TL 19.00 PV
Pipe: 35 -35.8 1.049 PL 1.00 PF 2.3
27 28.0 0.0 46.8 0.0 13.3 120 FTG T PE 0.0
21 28.0 0.0 49.1 0.0 0.382 TL 6.00 PV
Pipe: 36 -68.1 1.610 PL 6.00 PF 1.6
21 28.0 0.0 49.1 0.0 10.7 120 FTG E PE 0.0
22 28.0 0.0 50.6 0.0 0.156 TL 10.00 PV
Pipe: 37 -68.1 1.610 PL 3.50 PF 1.2
22 28.0 0.0 50.6 0.0 10.7 120 FTG E PE -1.5
23 31.5 0.0 50.3 0.0 0.156 TL 7.50 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
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: 38 -68.1 1.610 PL 6.00 PF 1.6
23 31.5 0.0 50.3 0.0 10.7 120 FTG E PE 0.0
24 31.5 0.0 51.8 0.0 0.156 TL 10.00 PV
Pipe: 39 -37.3 1.049 PL 17.00 PF 7.8
112 25.0 5.6 44.4 37.3 13.8 120 FTG E PE -2.8
28 31.5 0.0 49.4 0.0 0.412 TL 19.00 PV
Pipe: 40 -37.3 1.049 PL 1.00 PF 2.5
28 31.5 0.0 49.4 0.0 13.8 120 FTG T PE 0.0
24 31.5 0.0 51.8 0.0 0.412 TL 6.00 PV
Pipe: 41 -105.4 1.610 PL 11.00 PF 6.6
24 31.5 0.0 51.8 0.0 16.6 120 FTG T PE 0.0
40 31.5 0.0 58.5 0.0 0.350 TL 19.00 PV
Pipe: 42 -39.8 1.049 PL 17.00 PF 8.8
113 25.0 5.6 50.6 39.8 14.8 120 FTG E PE -2.8
29 31.5 0.0 56.6 0.0 0.465 TL 19.00 PV
Pipe: 43 -39.8 1.049 PL 1.00 PF 1.4
29 31.5 0.0 56.6 0.0 14.8 120 FTG E PE 0.0
25 31.5 0.0 58.0 0.0 0.465 TL 3.00 PV
Pipe: 44 -39.8 1.610 PL 1.00 PF 0.5
25 31.5 0.0 58.0 0.0 6.3 120 FTG T PE 0.0
40 31.5 0.0 58.5 0.0 0.058 TL 9.00 PV
Pipe: 45 -36.4 1.049 PL 17.00 PF 7.5
114 25.0 5.6 42.2 36.4 13.5 120 FTG E PE -1.3
30 28.0 0.0 48.4 0.0 0.394 TL 19.00 PV
Pipe: 46 -36.4 1.610 PL 14.00 PF 0.9
30 28.0 0.0 48.4 0.0 5.7 120 FTG E PE 0.0
31 28.0 0.0 49.3 0.0 0.049 TL 18.00 PV
Pipe: 47 -35.9 1.049 PL 17.00 PF 7.3
115 25.0 5.6 41.0 35.9 13.3 120 FTG E PE -1.3
36 28.0 0.0 47.0 0.0 0.383 TL 19.00 PV
Pipe: 48 -35.9 1.049 PL 1.00 PF 2.3
36 28.0 0.0 47.0 0.0 13.3 120 FTG T PE 0.0
31 28.0 0.0 49.3 0.0 0.383 TL 6.00 PV
Pipe: 49 -72.2 1.610 PL 6.00 PF 1.7
31 28.0 0.0 49.3 0.0 11.4 120 FTG E PE 0.0
32 28.0 0.0 51.0 0.0 0.174 TL 10.00 PV
Pipe: 50 -72.2 1.610 PL 3.50 PF 1.3
32 28.0 0.0 51.0 0.0 11.4 120 FTG E PE -1.5
33 31.5 0.0 50.8 0.0 0.174 TL 7.50 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
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: 51 -72.2 1.610 PL 6.00 PF 1.0
33 31.5 0.0 50.8 0.0 11.4 120 FTG ---- PE 0.0
34 31.5 0.0 51.8 0.0 0.174 TL 6.00 PV
Pipe: 52 -37.3 1.049 PL 17.00 PF 7.8
116 25.0 5.6 44.4 37.3 13.8 120 FTG E PE -2.8
37 31.5 0.0 49.4 0.0 0.412 TL 19.00 PV
Pipe: 53 -37.3 1.049 PL 1.00 PF 2.5
37 31.5 0.0 49.4 0.0 13.8 120 FTG T PE 0.0
34 31.5 0.0 51.8 0.0 0.412 TL 6.00 PV
Pipe: 54 -109.5 1.610 PL 11.00 PF 7.1
34 31.5 0.0 51.8 0.0 17.3 120 FTG T PE 0.0
41 31.5 0.0 59.0 0.0 0.375 TL 19.00 PV
Pipe: 55 -39.4 1.049 PL 17.00 PF 8.7
117 25.0 5.6 49.4 39.4 14.6 120 FTG E PE -2.8
38 31.5 0.0 55.3 0.0 0.456 TL 19.00 PV
Pipe: 56 -39.4 1.049 PL 2.00 PF 3.2
38 31.5 0.0 55.3 0.0 14.6 120 FTG T PE 0.0
35 31.5 0.0 58.5 0.0 0.456 TL 7.00 PV
Pipe: 57 -39.4 1.610 PL 1.00 PF 0.5
35 31.5 0.0 58.5 0.0 6.2 120 FTG T PE 0.0
41 31.5 0.0 59.0 0.0 0.057 TL 9.00 PV
Pipe: 58 -356.6 4.260 PL 10.50 PF 0.3
39 31.5 H.S. 58.2 80.0 8.0 120 FTG ---- PE 0.0
40 31.5 0.0 58.5 0.0 0.029 TL 10.50 PV
Pipe: 59 -501.8 4.260 PL 9.00 PF 0.5
40 31.5 0.0 58.5 0.0 11.3 120 FTG ---- PE 0.0
41 31.5 0.0 59.0 0.0 0.055 TL 9.00 PV
Pipe: 60 -650.7 4.260 PL 163.00 PF 19.2
41 31.5 0.0 59.0 0.0 14.6 120 FTG 4E PE 0.0
42 31.5 0.0 78.1 0.0 0.089 TL 215.80 PV
Pipe: 61 -650.7 4.260 PL 2.00 PF 1.3
42 31.5 0.0 78.1 0.0 14.6 120 FTG E PE -0.9
43 33.5 0.0 78.6 0.0 0.089 TL 15.20 PV
Pipe: 62 -650.7 4.260 PL 2.00 PF 0.2
43 33.5 0.0 78.6 0.0 14.6 120 FTG ---- PE 0.0
44 33.5 0.0 78.8 0.0 0.089 TL 2.00 PV
Pipe: 63 -650.7 6.357 PL 45.00 PF 1.5
44 33.5 0.0 78.8 0.0 6.6 120 FTG 2ET PE 0.0
45 33.5 0.0 80.3 0.0 0.013 TL 117.90 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
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: 64 -650.7 6.357 PL 19.50 PF 0.5
45 33.5 0.0 80.3 0.0 6.6 120 FTG E PE 8.4
46 14.0 0.0 89.2 0.0 0.013 TL 37.10 PV
Pipe: 65 -650.7 6.357 PL 60.00 PF 1.6
46 14.0 0.0 89.2 0.0 6.6 120 FTG 4E PE 0.0
TOR 14.0 0.0 90.8 0.0 0.013 TL 130.40 PV
Pipe: 66 -650.7 6.357 PL 12.00 PF 1.1
TOR 14.0 0.0 90.8 0.0 6.6 120 FTG TC PE 5.2
BOR 2.0 0.0 97.2 0.0 0.013 TL 89.90 PV
Pipe: 67 -650.7 8.249 PL 3.58 PF 0.1
BOR 2.0 0.0 97.2 0.0 3.9 120 FTG E PE 0.0
M10 2.0 0.0 97.3 0.0 0.004 TL 23.58 PV
Pipe: 68 -650.7 10.374 PL 31.42 PF 0.2
M10 2.0 0.0 97.3 0.0 2.5 120 FTG 4EB PE -0.9
BFO 4.0 0.0 96.6 0.0 0.001 TL 151.12 PV
Pipe: 69 FIXED PRESSURE LOSS DEVICE
BFI 4.0 0.0 101.1 0.0 4.5 psi, 650.7 gpm
BFO 4.0 0.0 96.6 0.0
Pipe: 70 -650.7 10.374 PL 2.83 PF 0.0
BFI 4.0 0.0 101.1 0.0 2.5 120 FTG B PE 1.2
UG1 1.2 0.0 102.3 0.0 0.001 TL 24.13 PV
Pipe: 71 -650.8 10.275 PL 85.00 PF 0.2
UG1 1.2 0.0 102.3 0.0 2.5 140 FTG 2ETG PE 2.2
SOURCE -4.0 SRCE 104.8 (N/A) 0.001 TL 225.80 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 0.166 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 30.7 ft/sec at pipe 20.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
(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 ChkV1v BfyVly GatV1v 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
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 GatVly AlmChk DPV1v 45E11
4.260
6.357
8.249
10.374
H Q I S U V W
22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT
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
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
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
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 ChkV1v BfyVly GatVly AlmChk DPV1v 45E11
10.275
H Q
22/Ell 11gEll
31.30 71.10 22.70 78.20 27.00 7.10 61.20 47.20 15.60
7.80 3.90
NOTES (USER):
• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11
DATE: 5/30/2008
JOB TITLE: PAYLESS SHOES
WATER SUPPLY ANALYSIS
Flow: 10900.0 gpm
0
0
0
140.00 psi Resid:
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12
DATE: 5/30/2008 C:\HASS78\HASSDATA\PAYLESS SHOES.SDF
JOB TITLE: PAYLESS SHOES
WATER SUPPLY CURVE
132+
\
\
I \
I
P 96+
R I
E I
S 1
S 84+
U 1
R 1
E
72+ \
( I \
P I \
S I \
I 60+ \
I \
I \
I \
48+ \
I \
I \
I \
36+ \
I \
I \
I \
24+ LEGEND \
\
\
\
\
\
\
X = Required Water Supply
104.77 psi @ 900.8 gpm
0 = Available Water Supply
138.81 psi @ 900.8 gpm
"* <-20.0 psi @ 10900 gpm
" Flow Test Point
II
II
II
II
0++-+---+----+ + + + + + +
32004800 6400 8000 9600 11200 12800 14400 16000
FLOW (GPM)
FILE CO"Y
SHEET INDEX.
IlIt;
',1t E
A„..,:
ALAI
III;
YTEM
TUKWIL'''F;i f
HINOTON
NERAL NOTES
S
=ET \UVI3ESHEET TITLE
FA -01
SYSTEV
INFOVATIO\
FA --02
TYPICAL
DETAILS - WRI\
G A\3 MOUNTI\G
FA --03
FRE
ALARM SYSTEM FLOO PLA
FA -04
YSTEv1 CALCULATIO\S (CE\EAL), �ISE�, SITE PLA\
tEr
Without Comments
As Noted In Red
Per The Attached Letter
I nese pans h ve he=n review :d 17y The Tukwila iia Fire
Prevention i_.}Urea'? •`or CO:'...+f �'iai;C0 ith current city
standards. A,c,:.c ',cE: i; +� _ ':::(errocs and
omissions w;.;.'h ....r .,t7_.7--''.1i<.tir.n:, Pi adopted
Istantiar os ..,Inc: , . . , • r=: Unsi ii,tyrfor the
i cie(qui cv ::t •.. ...,i:; ','II; 1.;.:.:: {:a . i ne. r.
; dc,fIt:-)rs .. .r � ;; i:iifa +!jfa ,atter
ifliS dat . '‘,1,--4 ...r'- ... Ind..5+iil requite a
resubmittal ct i.a+ut egt!ent approval.
Final acc:ptsy _ Lit .... -i tltwvct6r,`d inspection by
Date: 5-3o--(42,By:
ru kWILA FIRE DEPARTMEN1..
Please call: 575-440Z
and give this job
t•No._Q -
and exact addre3s for shut.
approval.
NOTICE
A completed, signed, Tukwila
Fire Department Pre-test
Certificate must be presented
to the Inspector prior to
commencement of Acceptance
Testing of any Fire Alarm
and Detection Systems.
Failure of test will result
in a Re -inspection Fee and
c; min tion of the testing.
WIRE DESIGNATION SCHEDULE
WIRE SCHEDULE AND CONDUIT FILL CHART
WIRE DESIGNATION
SYMBOL DESCRIPTI❑N 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)
2S STROBE CIRCUIT - RETURN 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)
2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET)
I REMOTE INDICATION 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 INITIATION 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
:iri
11
I.
:.
::
!
;'i.
:�-»+i;,i.,.;•
it
h.t,�l
'
NO.
! CONDUIT
-1 '
i
i
i'.'
: li
I I,
i!!
OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA
TWO 600V #12 AWG THHN/THWN .244 O.D. .0467
TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. .0346
TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191
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
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
4.t 1
;j;i
FOR SIEMENS SYSTEM': ,
L!1 '
DO NOT INSTALL ADDRESSABLE
DEVICES ADDRESS. !'
INITIATING DEVICES UNTIL. PREPROGRAMMED WITH
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 CIfOUIT POLARITY SHALL BE OBSERVED.
3. AUDIBLE/VISUAL CIRCUIT WIRING I ,SUPERVISED. NO PARALLEL
BRANCHING IS PERMISSIBLE
4. INSTALLATION SHALL BE IN`I STRIC1T ;CONFORMANCE WITH THE NATIONAL
ELECTRIC CODE, NFPA 72, LOCAL ;CbDE(S), AND/OR AUTHORITY HAVING JURISDICTION.
5. INSTALLATION MATERIALS (I +', I. CONQUIT, WIRE, FITTINGS, HANGERS,
STANDARD BOXES, FIBER Of TICSII.E ABLE, FITTINGS, AND ASSOCIATED "'EQUIPvIENT)
ARE NOT SUPPLIED BY SIEMENS ;CERBERUS DIVISION.
6. DETECTORS SHALL NOT BEOUNTED IN DIRECT
AIR STREAM OF AIR SUPPLYI' OUTLETS. PER NFPA 72 2-3.5.1
7. WIRING SHALL BE PER PLAT ;WITH : ESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY,
TYPE, QUANTITY AND COLOII:CODEIi:CONDUCTORS SHALL BE PERMANENTLY,
AND UNIQUELY MARKED FOCI( TUTU , IDENTIFICATION.
I :
8. INSTALLING CONTRACTOR SH LL;;RETURN ONE SET OF ACCURATELY MARKED
DRAWINGS FOR "AS BUILT" URP'OSES.
•
t I'
9. FOR ADDITIONAL INSTALLATIN 'If STRUCTIONS, REFER TO CATALOG CUT
SHEETS AND/OR INSTALLATIP INSTRUCTIONS.
10. THE 120vac POWER ELECTRRK SUPPLYING FIRE ALARM SYSTEM PANELS
MUST COMPLY WITH ARTICL° j72 !A{ ND 760 OF NEPA 70, N.E.C. AND NFPA 72,
SPECIFICALLY SECTION 1-5 ..5.2 .' 1'N REFERENCE TO DEDICATED . BRANCH POWER
SOURCES. 120vac POWER S ;ALL';N!OT BE APPLIED TO FIRE ALARM PANEL WITHOUT
DIRECT SUPERVISION OF FIRL: AL , M TECHNICIAN.
11. ALL HORN STROBE AND STI.OB ;'EVICES SHALL BE MOUNTED AT A HEIGHT
OF 80" A:F.F. OR 6" BELOW DROPED CEILING, WHICHEVER IS LESS.
12. ALL MANUAL PULL STATION' .SH`ALL BE MOUNTED AT 48" A.F.F. TO THE
ACTIVATION DEVICE. I'
13. ALL PANEL NUMBERS AND ',CIRCUITS WILL BE ON THE RECORD DRAWINGS SET.
14. ALL 120VAC CIRCUITS ARE 'ROM 'DEDICATED CIRCUITS FROM THE EMERGENCY
GENERATOR. :I
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 ALLDEVICES, 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 RAID) !FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH
IT IS LOCATED.
21. ALL WIRING BETWEEN FLOORS 'SHALL BE LOCATED IN CONDUIT.
•1
22. NFPA 72 2007 6.4.2.2.2 ALk' 1 STYLES OF CLASS A CIRCUITS USING
PHYSICAL CONDUCTORS (E.G;„ METALLIC, OPTICAL FIBER) SHALL BE
INSTALLED SUCH THAT THE .:OUTCGOI.NG 'AND RETURN CONDUCTORS, EXITING
FROM AND RETURNING TO THE, ',,ONTROL UNIT, RESPECTIVELY, ARE
ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT
''4
CONDUCTORS SHALL NOT B!fU�N' ISN THE SAME CABLE ASSEMBLY (I.E.,
MULTI -CONDUCTOR CABLE), E{N IIDSURE, OR RACEWAY.
illy
NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE
ADEQUATE SEPARATION BETYVEEN.; JHE OUTGOING AND RETURN CABLES.
THIS SEPARATION IS REQUI; D .T0j ELP ENSURE PROTECTION OF THE
CABLES FROM PHYSICAL DA ElHE RECOMMENDED MINIMUM
SEPARATION TO PREVENT PVYSICAL, DAMAGE IS 305 MM (1 FT) WHERE
THE CABLE IS INSTALLED VO,TICALLY AND 1.22 M (4 FT) WHERE THE
CABLE IS INSTALLED I
23.
IH:
QUANTITY
3
2
2
2
2
EX
OL DESCRIPTION
EX
EX
IRE ALARM
ONTROL PANEL
IRE ALARM
;EMOTE ANNUNCIATOR
REMOTE BOOSTER
ROWER SUPPLY
1TERFACE MODULE
ITH RELAY
UAL INPUT
ITERFACE MODULE
'ONTROL POINT
ODULE
SYMBOLS LEGEND
MODEL
XLS-V
SDD-C
PAD -3
HTRI-R
HTRI-D
HCP
EMOTE CONVENTIONAL HZM
i.ONE MODULE
INEAR BEAM
MOKE DETECTOR
MANUFACTURER BACKBOX
SIEMENS
SIEMENS
SIEMENS
SIEMENS
SIEMENS
SIEMENS
SIEMENS
PBA -1191 SIEMENS
SMOKE DETECTOR HFP-11 W/ SIEMENS
ADDRESSABLE -PHOTO) DB -11 BASE
I
I
UCT SMOKE
ETECTOR
EAT DETECTOR
DDRESSABLE)
I,IRE ALARM
RPEAKER STROBE
:CEILING MOUNT)
IRE ALARM
PEAKER STROBE
WALL MOUNT)
;;IRE ALARM
SPEAKER STROBE
,WALL MOUNT)
FIRE ALARM
STROBE
;,CEILING MOUNT)
FIRE ALARM
STROBE
HALL MOUNT)
SIRE ALARM
SPEAKER
'CEILING MOUNT)
=IRE ALARM
SPEAKER
WALL MOUNT)
AD2-P W/ SIEMENS
TSM MODULE
HFPT-11 W/ SIEMENS
DB -11 BASE
SET -MC -CW SIEMENS
SET -MC -W SIEMENS
SET -HMC -CW SIEMENS
ZR -MC -CW SIEMENS
ZR -MC -W SIEMENS
SET -CW SIEMENS
SET -W
SIEMENS
PROVIDED
PROVIDED
PROVIDED
4S DEEP
45 DEEP
4S DEEP
4S DEEP
PROVIDED
4S DEEP
W/ 1G RING
DUCT HOUSING
4S DEEP
W/ 1G RING
MOUNTING HEIGHT
66" A.F.F.
TO TOP
66" A.F.F.
TO TOP
66" A.F.F.
TO TOP
VERIFY
IN FIELD
VERIFY
IN FIELD
VERIFY
IN FIELD
VERIFY
IN FIELD
VERIFY
IN FIELD
CEILING
VERIFY
IN FIELD
CEILING
4S DEEP BOX CEILING
W/ 1-1/2" EXT.
4S DEEP BOX 80" A.F.F.
W/ 1-1/2" EXT. TO BOTTOM
4S DEEP BOX CEILING
W/ 1-1/2" EXT.
4S BOX
W/ 1G RING
4S BOX
IN/ 1G RING
CEILING
80" A.F.F.
TO BOTTOM U.O.N.
4S DEEP BOX CEILING
IN/ 1-1/2" EXT.
4S DEEP BOX 80" A.F.F.
W/ 1-1/2" EXT. TO BOTTOM
P
RIRE ALARM
fiTROBE
WEATHERPROOF)
SET -S17 -WP SIEMENS
MT -SUR -BOX
1/2" PIPE
VERIFY
IN FIELD
MRIi
ULTI-VOLTAGE
ONTROL RELAY
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 :WB❑X
FIRE ALARM
TERMINAL CABINET
F.B.O.
F.B.O.
F.B.O.
VERIFY
IN FIELD
JUNCTION BOX F.B.O. F,B,❑, N/A VERIFY
IN FIELD
'B❑VE FINISHED
FLOOR
FURNISHED BY
OTHERS
,Y
NOT
APPLICABLE
UNLESS OTHERWISE
NOTED
4
, WEATHERPROOF
DEVICE
AS BUILT
ADD OR CHANGE
A'S BUILT
REMOVE
H.
AS BUILT
NOTES TO CAD
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
•
Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserv,`d
RELEASE/REVISIONS
VD :0'
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DESCRIPTION
SHOP DRAWINGS
DATE
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AR: Y2
4
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2 Z
va FE 2-
W
I_I_I 0 Z
-I c O (Z
<
�
<C Q �
0 o�
LL
SCALE: 1 /8"=1'
DRAWN BY:
(.ANDERSON
DESIGNED BY:
R.VEZZANI
DATE: 5/ 12/08
BACKROUND PLAN PROVIDED BY:
\:.OB NUMBER:54534
FA -01
':••-• !••
I:!
! •
•
THE DUCT IMOKE 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
„••
A !II
TYPICAL.SMOKE DETECTOR ISTALATION REQUIREMENT
LABEL SCALE
„.1
: AI •
I" •
j?.
1. I
!I! '
COMBINE ALL SHIELDS ANDJ;
ISOLATE FROM GROUNDING
•AA
• ,•
iTO NEXT,,ADDRESSABLE DEVICE
STOP IF:,LAST DEVICE -14
FROM XLS .CONTROL PANEL OR fl
'pREVIOUS.:ADDRESSABLE DEVIC
DUCT DETECTOR
LOCATION
0
!A'
t..
1
..•
ildi•72)
END OF, LINE DEVICE(3.6K 1/4W1) _L
:i • :
:'-:SUPERVISED SWITCH
NOTE:
;
1 I
!LID
GROUND,
•
HTRI—R
STATUS LED
oo
0
N.O.
0
COM
CO
0
N.C.
FOR ADDITIONAL SPECIFICATIONS
SEE PRODUCT DOCUMENTATION.
• 1,r. -
PREVIOUS
DEVICE
TONE -XT
DEVICE
:•
0
TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL
LABEL SCALE (BACKGOUND MUSIC SHUTDOWN)
ADDRESSABLE
—
•
• ;
ADDRESSABLE
.1 +
NOTE 1:
VOLTAGE MAX. -
CURRENT MAX, -
CONT. RES. MAX, -
MAX. CABLE LENGTH -
C (LINE TO LIND-
C (LINE TO SHIELD) -
MAX, LINE SIZE -
MIN, LINE SIZE -
MUSIC
OUTLETH SAMPLING
TUBE
•
I, I
•• : '
; I
• 'I I. I .:,
• " ',I II I !
• !
!I • •
,
H, • ..,A, ' , ,
TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR
INLET SAMPLING
TUBE !:
, 1
1 ,
•
• ,
AT LEAST',
SIX DUCT.
WIDTHS '.. •"A':
FROM BEND..
I ,
,!...
SCALE=NONE
'SOURC
.•:,•J •
•:I
COMBINE; ALL SHIELDS:1..ANDI.,,••
•ISOLATE FROM GROUNDING
I !
.;,.„ .•
• TO NEXT, ADDRESSABLE DEVICEftI(+)
STOP IF LAST DEVICE
FROM XLS CONTROL PANEL I TJR1:i44(+)
PREVIOUS ADDRESSABLE Do/IL,(-)
RELAY CONTACTS
(4.0A @L125VAC)
(4.0A @ 30VDC)
27 VDC:!
3,5 rnAl DURING. POLLING
10 OHMS ; A !
200 FT„(I8 AWG)
0.02uF ;
0,04LAFA
14 AWG
18 AWG
END:i.OF LINE
DEVICE
(3.61 1/4W)
• ••• A /
SSWUIPTECRHV, I7 • -/
GROUND
10
@
A
HTRI—D
C1)
STATUS LED
CO
0
CO
0
•
,!.END F
•.LINE! ;DEVICE
- A• ,..
:3.6K 14'14W)
.I.II.,
.. l• ,i
'SUPE VISED
'‘../I.i.'...Fi
y:,, ;.
.... r• .ri
; .
; , • ,.•:-,;
. • :, ,.
'A
\
0
NOTE:
FOR ADDITIONAL SPECIFICATIONS
SEE PRODUCT DOCUMENTATION.
TYPICAL kfRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL
Lig3a SCALE (FIRE SUPPRESSION SYSTEM INTERFACE)
NOTE 2:
ALL SUPERVISED 'SWITCHES MUST' BE HELDCLOSED A
AND/OR OPEN FOR AT LEAST .25 SEC, TO GUARANTEE
DETECTION,
•
• •
•-; 1. •
!! r • A-
GNDI;I•1:!:'AC •
•, •
.! •
0
0
0
t • f•
A .
1
_
•
; • .
,.-0
PAD -3
INPUT - TROUBLE- NAC1 NAC2
• • •:.1+ 1-' 1 2+2- 2 -NC C NO +- +
,NAC3 NAC4, AUX ' A
+ -
11,12
0 0 G
A 24K '
0
• n ;
TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP)
LABEL SCALE
'...1!1!•! •
•
NC -4
NAC -3
NAC -2
NAC -1
•
411 A I:,,r.-
FRONT VIEW
NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION.
•
NOT USED 0
REMOTE -T-
DEVICE LOOP 0
NOT USED 0
REMOTE
DEVICE LOOP
FROM XLS CONTROL PANEL OR (+)>
PREVIOUS ADDRESSABLE DEVICE (—)>
470
OHMS
110/
EOL
IC
INPU
LEO
TEM -1
Ls -
N.
•
EAR
GRO
—)r.-(+) TO
>(—) S
c) TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL
SCALE: NONE
FROM REMOTE
POWER SUPPLY
('S' CABLE)
FROM FACP
(VOICE CIRCUIT)
('V' CABLE) •
C C
(.1-) H
STROBE
SPEAKER
(-1-)
STROBE
(+) (—)
STROBE
SPEAKER
(4-) (--)
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 11-ZOBE)
45 BOX
(STROBE ONLY)
SPEAKER/STROBE
WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS
SCALENONE,
•.
.. ; t .•.. s
•
XT DEA OR
IF LAST DEVICE
TO
DE,
EN
TL
EXT
ICE OR
OF LINE
EXT
CE OR
OF LINE
NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION.
OPERTINTEMPERATIIRE:
+320*F C TO 100' F (38' C)
HUMIDITY: 0-93% RELATIVE HUMIDITY,
NON -CONDENSING
HFP-11 SMOKE
DETECTOR
FROM PREVIOUS .!
ADDRESSABLE DEVICE; ..
OR POWER SOURCE: • .
DATA IN (-7).>
DATA IN (+)
. •
DEVICE IS LISTED FOR AIR VOLOCITY
APPLICATIONS OF 300-4000 FT/MIN
WHEN USED IN CONJUNCTION WN
DUCT HOUSINGS AD -11P OR AD-11XPR
DB -11
STANDARD
SMOKE
DETECTOR
BASE
•
TO NEXT DEVICE'—
REAR VIEW
HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL
LPTBEL SCALE - •
>( ) DATA OUT
(+) DATA OUT
CEILING MOUNT S PEAKER/STROBE MOUNTING (HARD LID)
HARD LID—
CEILING
HARD LID
SPEAKER SUPPORT TILE
BRIDGE
•
••1
;I
'111!:!•,
'.. A
•
4' SQUARE DEEP BOX
WITH 1-1/2' EXTENSION N
CEILING MOUNTED
SPEAKER/STROBE
CEILING MOUNTED SPEAKER/STROBE MOUNTING (DROP CEILING)
SCALE:NONE
JUNCTION BOX
MOUNTED ON
CEILING FLEX \'‘.
•
JUNCTION BOX
MOUNTED AGAINST
CEILING SUPPORT
0 0 jTO NEXT
• SMOKE DETECTOR
SMOKE DETECTOR MOUNTING
SCALE:NONE
00
DC) NOT: I
AQRESSABLE
DEVICES „NTIL
D.REPOQRAMMED W
DEVICFS DD S.
ri ht 006
Gudrdian:Securit
S stems, Inc. All Rights Rsery
en
I • !.! • • ;
' - • • i
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CALE: 1 8 —1'
DRAWN
I.ANDERSON. •
DESIGNED BY::
R.VEZZANI I
DATE:5/12/08
BACKROUND PLAN PROVIDED BY:
\,OB NUMBP:4534
SHEET
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17
PAYLESS WESTFIELD SOUTHCENTER MALL
SCALE 113264
2S,2V
2S,2V
2S,2V
2S,2V 2S,2V 2S,2V
(1
75 C 75 C
15
30
15
15
EOL -S1
FA -430X
1
FACP
EX
RISER DIAGRAM
D,I
21,
rrent Load:
Ovice TYpe
-11
2-
137-
FkIrD :11
Qty -
SYSTEM CA
FACP ADD ONS
Standby:
Amps
0.0022
0.0635
0.009600
0.001600
0.005
Total
0.0022
.0.0635
0.0096
Amps
0.0023
0.064
0.021
0.0035
0.128
0.063
ent Load:
6 ice Type
TIONS
n System Board
MC @15CD
@30CD
@75CD
'SftMC @1 1 0 C D
PAYLESS
SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations
Qty
Amps
0.03
Standby:
Total
0.03
Amps
0.030
0.064
0.098
0.175
0.233
Alarm:
Total
0.030
0.064
0.098
0.350
'-"I
I
0.0731
Amps
HMC-C@115CD
S PHMC-C@135CD
andby Current Load:
0.0731
Amps
For, 24 Hours =
1.754
Amp -hours
-HMC-C@185CD
Z C @15CD
C @30CD
0.318
0.318
0.445
0.064
0.098
0.128
0.0015
ern Current Load:
0.191
Amps
For 5 Minutes=
0.016
Amp -hours
0.03
Amps
0.67
Amfis
25% Derating=
2.213
Amp -hours
t bdby Current Load:
0.03
Amps
For 24 Hours =
0.720
Amp -hours
AI i-rn Current Load:
0.67
Amps
For 5 Minutes=
0.056
Amp -hours
Total System Current Load:
2.213
Amp -hours
B ttery Pair to be Used:
12VDC I
Amp -hours
7AH
25% Derating=
0.970
Amp -hours
PROJECT:
Panel:
Date:
CIRCUIT:
Total System Current Load:
0.970
Amp -hours
eery Pair to be Used:
12VDC
Amp -hours
7AH
ALCULATION
Notification Appliance
WESTFIELD SOUTHCENTER MALL
PAYLESS
May 22, 2008
S1
Wire Resistance 1.62
RENT TOTAL= 640
.4
!!!-•
1!
,
4
QTY
2.
0
0
0
0
Device Type
SET -MC @15CD
SET -MC @30CD
SET -MC @75CD
SET -MC @110CD
SET-HMC-C@115CD
SET-HMC-C@177CD
SET -HMC @135CD
SET -HMC @185CD
Alarm Current Alarm Total
64
98
175
445
318
445
64
98
350
Wire Size
VVirO,Lengt
Voltage at EOL Circuit Total
Total Wire Resistance ( R )
(WL*2 )*(R/ft)
Total Device Load, Amps (I)
(Total Cct Load)
Voltage Drop ( E )
(E= I * R)
EOL Voltage
(20.4 - E)
0.86
0.64
0.55
19.85
2
Z-MC@15CD
64
128
Z-MC@30CD
98
SET-MC-CW@110CD
233
DEVICES=
6
TOTAL rnAT:-
640
12
19.850496 6401
Notification Appliance tfrcut Detail
PROJECT: WESTFIELD SOUTHCENTER MALL
Panel: PAYLESS
Wire Resistance 2.58
Date: May. 22, 2008
R ENT TOTAL 7.2
CIRCUIT:
SPEAKER CIRCUIT
I I
QTY
Device Type
4
70.7V 1/8
Alarm Current Alarm Total Wire Size
1.81
0
7.2
Wire
Voltage at EOL
Circuit Total
Total Wire Resistance ( R
( WL * 2 )* (R/ft)
2.92
Total Device Load, Amps (I)
0.01
(Total Cct Load)
Voltage Drop ( E)
0.02
(E= I * R)
EOL Voltage
20.38
0
DEVICES=
4
TOTAL m A=
7.2
VOLTAGE DRO
20.37900912
(20.4 - E)
7.2
t;
Copyright 2006 by Guardian Security Systems, Inc. All Rights Reser
1743- IST AVE. SEATTLE,
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DESCRIPTION
SHOP DRAWINGS
- DATE
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DRAWN BY:"
.AN
DESIGNED BY:
R.VEZZANI
DATE: 5/1 2/08
BACKROUND • PLAN PROVIDED BY:
FA -04
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101.00
A
MALL
EGRESS
PASSAGEWAY
_COVE
105
I /I
C E I L
•42.-4.
ADJACENT-7EN
ADJACENT TENANT
d'
�,--,(t..31''G AFF
1
21'-5 3/8"
=G E I L 12-D/
a"
-P,
FILE COPY
THICKNESS of CONCRETE vaRiea
• A y ..
S/YX2•Y4'KIIK139.t • • '
j
pA
� A
3/V ROD CPKs
CUT NS' ATR
(PER FLAW
Fla HANGER
TOIL
110
1/2.At6,-
Il2Xl O
FORT' TO4'PIPE
ALL LOCATIONS (UN,O)
3As' x 2-S/4' I1111 OLE ECU
3M' ATR x(OEE PU1U
31B'.RCD CPU
PIPE HANGER Rt1G
I.
A
L secoweviip
EY PM
#13 HANGER DETAIL
FIG. 65
BEAM CLAMP
milli �s11Efi�tiil�lL•1J
FIG. 69
— RETAINING
/ STRAP
JA
LOCK <
NUT IREQ' VIEW A -A
�--
PIG. 100
ALL THREAD RDD
�-- FIG. 200
L4AA14 ERA15LE RING
FF10E
102
tV2ALi
112)(Zl-0
BOTTOM BEAM CLAMP, ROD, AND RING
CE I L L2 D
\
( 1
�EIL.iI/-L
I
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
TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY
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
FOR STEEL OR CPVC. PLASTIC PIPE
LINEMIE L ?4 THH E3(c EEDS 2'-4"
Anrcr.0 CMSET
E000KET IDRXT.
ALL TI AD .ROD
1
1•10.5 REMOTE. A
SPACE #2866
EA 15-95 SCS. .FT
A System
-- N.T.S.
3/3" XWIK BOLT Part COWt to It
2'-4" MAX. PER DINGLE
OT144' M13E A.,OEML.T. ParAID BOTH SIDES
I4 it MlioG
(UP TO 2" PIE)
LINE RESTRAINT DETAIL
5F4Ci WITH IN 6" OF A HNG R'EVY43'ON4LINE..
I 0" Victaulic #750
/Butterfly Valve
n WILKINS I 0" 350 DAG
n Vertical Backflow Preventer
\I 0" Victaulic #750
Butterfly Valve
I 0" Flange G1
@
4. I '-2" AFF
\FF@O'-0"
10" D.I.
T8 Riser Assembly Detail
t
ADJACENT TENANT
j---131 -6) A,F F
CEI L. I I ORA.1-:F
3-0
CELL IZ C AFF
3-3
13-0
5-3
&14 -DAF
GENER NOTES*
RiCraCE
Weld stamps must be
aspected before pie is
hung. ag not paint piping
. prior to hydrostatic test
approval.
Wthout Commertte
As Noted in Red.
Per The Attached Letter
1 nese plans have been reviewed by The Tukwila Fire
Prevention Bureau for conformance with current city
standards. Acceptance is subject to errors and
omissions which do not authorize violations of adopted
stanaard s and ordinances. The responsibility for the
adequacy of design rests totally with the designer.
Additions, deletions or revisions to these drawings after
this date will void this acceptance and will require a
resubmittal of revised drawings for subsequent approval.
Final acceptance is subject to field test and inspection by
The Tukwila Fire Prevention Bureau.
Date: `� ..„(11)By; / V w`" --
TAIL
1UKWILA FIRE DEPARTMENT
Please call: 575-4407
and give this job
No.
and exact address for shut"
,.own or restoration approval,
1. RETAIL AREAS ARE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A. 13 ORDINARY HAZARD GROUP 2 MAX SPACING 130 SQ. FT.
2. COSCO POINT OF CONNECTION IS AT EXIST BUILDING SHELL SYSTEM 4" MAIN AS SHOWN ON THESE PLANS.
3. ALL PAINTING OF FIRE SPRINKLER PIPING (IF REQ) TO BE DONE BY OTHERS .
4. ALL WIRING BY OTHER.
5. ALL MATERIAL IS NEW U.L. LISTED AND MEETS THE REQUIREMENTS OF THE TUKWILA FIRE FIRE DEPT.
6. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON 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.
7. OWNER I5 RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40 DEG. F. MINIMUM AT ALL TIMES YEAR ROUND.
8: SPRINKLER HEAD LOCATIONS INDICATED ON THESE DRAWINGS ARE NOT INTENDED TO BE "CENTER OF TILE" HEAD PLACEMENT.
9. COSCO ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR
CURRENT CODE COMPLIANCE. OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE
EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO.
10. OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THESE FIRE SPRINKLER
SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.P.A. 25-2002 BY QUALIFIED PERSONNEL COMMENCING
AFTER WARRANTY PERIOD HAS EXPIRED. THE FIRM THAT DESIGNED AND INSTALLED THIS SYSTEM IS BEST QUALIFIED TO PROVIDE
THE ONGOING. LONG TERM TESTING, MAINTENANCE AND SERVICING OF THIS SYSTEM(S).
FIELD NOTES ******
I) THREADED PIPE FROM 1" THRU 2" SIZE TO BE SCH. 40 STD. WALL PIPE (IMPORT).
2) GROOVED END PIPE FROM 2 1/2" THRU 8" TO BE SC11.1 O (IMPORT).
3) ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT).
4) ALL THREADED FITTINGS ARE 300# CLASS D.I. (IMPORT).
FIELD/NOTES
1"
s
EXISTING PIPE
NEW PIPE
EXISTING HEAD
NEW HEAD REG
NEW HEAD CCDN
PAU)
- 2008
gi' w !!a Fire
DUB
REVISIONS
NO.
DESCRIPTION
DATE
BY
SPRINKLER HEAD LEGEND :
SYMBOL
S/N
ORIFICE
NPT
K -FACT.
HEAD
FINISH
FINISH
TEMP.
QUAN.
RELIABLE MOD G4A CONCEALED SSP
1/2'
1/2'.
5.6
BRASS
WHT
165
1(0
REUABLE MOD G4A CONCEALED SSP
co
1/2'
1/2''
5.6
BRASS
BLACK
. 165
REUABLE MOD F1 FR REC SSP
1/2'
1/2'
5.6
WHT
WHT
155
20
APPROVALS BY:
TOTAL SPRINKLERS
THIS SHEET GV
. • 0 . 1 cosco
•••••...
••0•••••
Fire Protection
FIRE PROTECTION AND LIFE SAFETY SPECIALISTS
www.coscofire.com
WASHINGTON OFFICE
15000 Woodinville -Redmond Rd NE License No:
Woodinville, Washington 98072 COSCOFP110NM
call (425) 686-8300 • fax (425) 827-4784
SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATILE • ANCHORAGE
PROJECT
:PAYLESS SHOES
2866 SOUTHCENTER MALL SPACE # 2165
TUKWILA, WA 98188. WELDON 913-226-8468
SCALE: 1/4=1'-0
CONTRACT BRUNDIGE FLOOR COVERINGS
10203 W 125TH TERRACE
OVERLAND PARK, KS 66213
DRAINING ME
FIRE SPRINKLER TENANT IMPROVEMENT
a1E : 05/27/08
SCALE : 1 /4= 1'- 0"
DRAWN BY : BRIAN SCHULZE
I'5KS-7944
SHEET NO.
D