HomeMy WebLinkAboutPP - 1070 SOUTHCENTER MALL - EXPRESS - PERMITS AND PLANS1070 SOUTHCENTER MALL
ASSOCIATED PERMITS
08-S-433
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: Express
1070 Southcenter Mall
Permit No.: 08-S-433
Date: August 26, 2008
Reviewer: AI 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 Tess 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 'A 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.
• These conditions apply to any sprinkler piping exposed as necessary to
accomplish the permitted scope of work.
• Comply with Tuazon Engineering review letter.
All references are NFPA 13, 2007 Edition.
�zonE�ci�E��c
19 August 2008
Mike Maguire
Fire Sprinklers Inc.
1014 North Street, Suite 200
Sumner, WA 98390
Tuazon Engineering, PLLC
4322 NE r Street
Renton, WA 98059
425.917.1683 tel
425.917.1705 fax
www.tuazon.com
RE: Westfield Mall — Express (Suite #581)
Independent Third Party Review — Fire Sprinkler System
Dear Mike:
As requested, I have performed an Independent Third Party Plan Review on the fire sprinkler system for the above
referenced project. The following was reviewed:
• Fire Sprinkler Drawing — Sheet FP -1 dated 7/31/08
• Hydraulic Calculations dated 8/19/08
The documents were reviewed for compliance with the 2007 NFPA 13, Installation of Sprinkler Systems and Tukwila
Municipal Code Chapter 16.42, Sprinkler Systems. I have found the fire sprinkler design to be acceptable subject to
the following comments:
1. Revise sprinkler head legend to specify QR heads (TY3531) as required for the area reduction used.
2. Add a note to the plans clarifying the design area reduction used per 2007 NFPA 13 Figure 11.2.3.2.3.1. A
40% reduction (i.e. 900 SF remote area) is used which implies a 10 ft high ceiling height.
3. Hydraulic calculations do not appear to include the equivalent length of the flexible hose sprinkler fittings used.
Please include the applicable equivalent length of 1" pipe at the sprinkler head nodes based on the hose
length and size (refer to Vctaulic EasyFlex product data).
4. Include applicable product data with the permit submittal to the City of Tukwila.
A resubmittal to Tuazon Enaineerina is not required provided the above are resolved to the satisfaction of Tukwila Fire
Department.
The comments made above do not relieve the contractor from compliance with requirements of contract drawings,
specifications, or codes. Tuazon Engineering has performed a detailed review of the submittal for general
conformance with the standards referenced. Please contact me at 425-917-1683 or eric at7tuazon.com with any
questions regarding this review.
Respectfully,
TUAZON ENGINEERING, PLLC
Eric P. Tuazon, PE
Fire Protection Engineer
C Carom Rs20031Nele200143 %Mold=Yc• WaelYtl Eps1681119.09 Mon ;FUN Mew trc
FIRE SPRINKLERS, INC.
1014 NORTH STREET
SUMNER, WA 98390
HYDRAULIC CALCULATIONS
FOR
EXPRESS #581
1070 SOUTHCENTER MALL #332
TUKWILA, WA. 98188
FILE NUMBER: 2046
DATE: AUG 20, 2008
sosenierated
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: NFPA 13 OHG II
DENSITY: .20 gpm/sq. ft.
AREA OF APPLICATION: 900 sq/ft
COVERAGE PER SPRINKLER: 120 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 255.6 gpm
TOTAL WATER REQUIRED (including hose): 505.6 gpm
FLOW AND PRESSURE (@ CITY): 505.6 gpm @ 53.2 psi
SPRINKLER ORIFICE SIZE: 1/2 inch
NAME OF CONTRACTOR: FIRE SPRINKLERS INC.
DESIGN/LAYOUT BY: MIKE
AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA
CONTRACTOR CERTIFICATION NUMBER: FIRESI*988RJ
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 8/20/2008 C:\DATA\EXPRESS.SDF
JOB TITLE: EXPRESS
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
CITY 140.0 20.0 8000.0 139.3 505 .,6 53.2
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 505.6 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 255.6 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
CITY 0.0 SOURCE 53.2
1 13.0 K= 5.60 27.2
lA 14.5 - - - - 29.2
1B 14.5 31.3
1C 14.5 31.5
2 11.0 K= 5.60 17.3
2A 14.5 18.2
3 11.0 K= 5.60 18.0
3A 14.5 - - - - 19.8
4 11.0 K= 5.60 23.3
4A 14.5 - - - - 25.5
5 11.0 K= 5.60 15.2
5A 14.5 - - - - 15.9
6 11.0 K= 5.60 17.2
6A 14.5 - - - - 17.7
7 11.0 K= 5.60 22.7
7A 14.5 24.7
8 11.0 K= 5.60 21.0
8A 14.5 22.4
9 11.0 K= 5.60 22.1
9A 14.5 24.3
9B 14.5 31.1
10 11.0 K= 5.60 25.9
10A 14.5 30.0
A 14.0 32.9
Al 14.5 31.7
B 14.0 33.0
B1 14.5 31.3
C 14.0 33.2
255.6
29.2
23.3
23.7
27.1
21.8
23.2
26.7
25.7
26.3
28.5
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 8/20/2008 C:\DATA\EXPRESS.SDF
JOB TITLE: EXPRESS
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
D 14.0 - - - - 34.6
D1 14.5 - - - - 33.5
F 14.0 - - - - 42.9
G 14.0 - - - - 46.4
H 14.0 - - - - 46.9
J 14.0 - - - - 47.0
TOR 14.0 - - - - 47.0
HDR 3.0 - - - - 51.9
UG 1.0 - - - - 52.8
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 8/20/2008 C:\DATA\EXPRESS.SDF
JOB TITLE: EXPRESS
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 29.2 1.049 PL 6.00 PF 2.6
1A 14.5 0.0 29.2 0.0 10.8 120 FTG 2E PE 0.6
1 13.0 5.6 27.2 29.2 0.262 TL 10.00 PV
Pipe: 2 23.3 1.049 PL 10.00 PF 2.4
2A 14.5 0.0 18.2 0.0 8.7 120 FTG 2E PE 1.5
2 11.0 5.6 17.3 23.3 0.173 TL 14.00 PV
Pipe: 3 23.7 1.049 PL 11.50 PF 3.3
3A 14.5 0.0 19.8 0.0 8.8 120 FTG ET PE 1.5
3 11.0 5.6 18.0 23.7 0.179 TL 18.50 PV
Pipe: 4 27.1 1.049 PL 12.00 PF 3.6
4A 14.5 0.0 25.5 0.0 10.0 120 FTG 2E PE 1.5
4 11.0 5.6 23.3 27.1 0.228 TL 16.00 PV
Pipe: 5 21.8 1.049 PL 7.50 PF 2.2
5A 14.5 0.0 15.9 0.0 8.1 120 FTG ET PE 1.5
5 11.0 5.6 15.2 21.8 0.153 TL 14.50 PV
Pipe: 6 23.2 1.049 PL 8.00 PF 2.1
6A 14.5 0.0 17.7 0.0 8.6 120 FTG 2E PE 1.5
6 11.0 5.6 17.2 23.2 0.171 TL 12.00 PV
Pipe: 7 26.7 1.049 PL 9.00 PF 3.5
7A 14.5 0.0 24.7 0.0 9.9 120 FTG ET PE 1.5
7 11.0 5.6 22.7 26.7 0.222 TL 16.00 PV
Pipe: 8 25.7 1.049 PL 10.00 PF 2.9
8A 14.5 0.0 22.4 0.0 9.5 120 FTG 2E PE 1.5
8 11.0 5.6 21.0 25.7 0.207 TL 14.00 PV
Pipe: 9 26.3 1.049 PL 10.00 PF 3.7
9A 14.5 0.0 24.3 0.0 9.8 120 FTG ET PE 1.5
9 11.0 5.6 22.1 26.3 0.216 TL 17.00 PV
Pipe: 10 28.5 1.049 PL 13.00 PF 5.5
10A 14.5 0.0 30.0 0.0 10.6 120 FTG 2ET PE 1.5
10 11.0 5.6 25.9 28.5 0.251 TL 22.00 PV
Pipe: 12 -29.2 1.049 PL 8.00 PF 2.1
1A 14.5 0.0 29.2 0.0 10.8 120 FTG ---- PE 0.0
1B 14.5 0.0 31.3 0.0 0.262 TL 8.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 8/20/2008 C:\DATA\EXPRESS.SDF
JOB TITLE: EXPRESS
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 -29.2 1.610 PL 8.00 PF 0.3
1B 14.5 0.0 31.3 0.0 4.6 120 FTG ---- PE 0.0
1C 14.5 0.0 31.5 0.0 0.033 TL 8.00 PV
Pipe: 14 -29.2 2.067 PL 8.00 PF 0.2
1C 14.5 0.0 31.5 0.0 2.8 120 FTG T PE 0.0
Al 14.5 0.0 31.7 0.0 0.010 TL 18.00 PV
Pipe: 14A -57.7 1.610 PL 0.50 PF 1.0
Al 14.5 0.0 31.7 0.0 9.1 120 FTG T PE 0.2
A 14.0 0.0 32.9 0.0 0.115 TL 8.50 PV
Pipe: 15 -23.3 1.049 PL 9.00 PF 1.6
2A 14.5 0.0 18.2 0.0 8.7 120 FTG ---- PE 0.0
3A 14.5 0.0 19.8 0.0 0.173 TL 9.00 PV
Pipe: 16 -47.1 1.049 PL 9.00 PF 5.7
3A 14.5 0.0 19.8 0.0 17.5 120 FTG ---- PE 0.0
4A 14.5 0.0 25.5 0.0 0.633 TL 9.00 PV
Pipe: 17 -74.1 1.380 PL 9.00 PF 5.8
4A 14.5 0.0 25.5 0.0 15.9 120 FTG T PE 0.0
B1 14.5 0.0 31.3 0.0 0.386 TL 15.00 PV
Pipe: 17A -74.1 1.610 PL 0.50 PF 1.5
B1 14.5 0.0 31.3 0.0 11.7 120 FTG T PE 0.2
B 14.0 0.0 33.0 0.0 0.182 TL 8.50 PV
Pipe: 18 -21.8 1.049 PL 12.00 PF 1.8
5A 14.5 0.0 15.9 0.0 8.1 120 FTG ---- PE 0.0
6A 14.5 0.0 17.7 0.0 0.153 TL 12.00 PV
Pipe: 19 -45.0 1.049 PL 12.00 PF 7.0
6A 14.5 0.0 17.7 0.0 16.7 120 FTG ---- PE 0.0
7A 14.5 0.0 24.7 0.0 0.584 TL 12.00 PV
Pipe: 20 -71.7 1.049 PL 1.00 PF 8.3
7A 14.5 0.0 24.7 0.0 26.6 120 FTG T PE 0.2
C 14.0 0.0 33.2 0.0 1.381 TL 6.00 PV
Pipe: 21 -25.7 1.049 PL 9.00 PF 1.9
8A 14.5 0.0 22.4 0.0 9.5 120 FTG ---- PE 0.0
9A 14.5 0.0 24.3 0.0 0.207 TL 9.00 PV
Pipe: 22 -52.0 1.049 PL 9.00 PF 6.9
9A 14.5 0.0 24.3 0.0 19.3 120 FTG ---- PE 0.0
9B 14.5 0.0 31.1 0.0 0.762 TL 9.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 8/20/2008 C:\DATA\EXPRESS.SDF
JOB TITLE: EXPRESS
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: 23 -52.0 1.380 PL 6.00 PF 2.4
9B 14.5 0.0 31.1 0.0 11.2 120 FTG T PE 0.0
D1 14.5 0.0 33.5 0.0 0.200 TL 12.00 PV
Pipe: 22A -52.0 1.610 PL 0.50 PF 0.8
D1 14.5 0.0 33.5 0.0 8.2 120 FTG T PE 0.2
D 14.0 0.0 34.6 0.0 0.095 TL 8.50 PV
Pipe: 26 -28.5 1.049 PL 2.00 PF 1.8
10A 14.5 0.0 30.0 0.0 10.6 120 FTG T PE 0.0
Al 14.5 0.0 31.7 0.0 0.251 TL 7.00 PV
Pipe: 28 -57.7 2.469 PL 9.00 PF 0.1
A 14.0 0.0 32.9 0.0 3.9 120 FTG ---- PE 0.0
8 14.0 0.0 33.0 0.0 0.014 TL 9.00 PV
Pipe: 29 -131.8 2.469 PL 3.00 PF 0.2
B 14.0 0.0 33.0 0.0 8.8 120 FTG ---- PE 0.0
C 14.0 0.0 33.2 0.0 0.066 TL 3.00 PV
Pipe: 30 -203.6 2.469 PL 9.00 PF 1.3
C 14.0 0.0 33.2 0.0 13.6 120 FTG ---- PE 0.0
D 14.0 0.0 34.6 0.0 0.147 TL 9.00 PV
Pipe: 31 -255.6 2.469 PL 25.00 PF 8.3
D 14.0 0.0 34.6 0.0 17.1 120 FTG 2E PE 0.0
F 14.0 0.0 42.9 0.0 0.224 TL 37.00 PV
Pipe: 33 -255.6 3.068 PL 32.00 PF 3.6
F 14.0 0.0 42.9 0.0 11.1 120 FTG 2E PE 0.0
G 14.0 0.0 46.4 0.0 0.078 TL 46.00 PV
Pipe: 34 -255.6 4.026 PL 2.00 PF 0.5
G 14.0 0.0 46.4 0.0 6.4 120 FTG T PE 0.0
H 14.0 0.0 46.9 0.0 0.021 TL 22.00 PV
Pipe: 35 -255.6 6.065 PL 6.00 PF 0.1
H 14.0 0.0 46.9 0.0 2.8 120 FTG T PE 0.0
J 14.0 0.0 47.0 0.0 0.003 TL 36.00 PV
Pipe: 36 -255.6 8.249 PL 73.00 PF 0.1
J 14.0 0.0 47.0 0.0 1.5 120 FTG L PE 0.0
TOR 14.0 0.0 47.0 0.0 0.001 TL 87.50 PV
Pipe: 37 -255.6 8.249 PL 11.00 PF 0.1
TOR 14.0 0.0 47.0 0.0 1.5 120 FTG TGA PE 4.8
HDR 3.0 0.0 51.9 0.0 0.001 TL 99.90 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 8/20/2008 C:\DATA\EXPRESS.SDF
JOB TITLE: EXPRESS
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 -255.6 8.249 PL 2.00 PF 0.0
HDR 3.0 0.0 51.9 0.0 1.5 120 FTG L PE 0.9
UG 1.0 0.0 52.8 0.0 0.001 TL 16.50 PV
Pipe: 39 -255.6 8.265 PL 25.00 PF 0.0
UG 1.0 0.0 52.8 0.0 1.5 140 FTG TG PE 0.4
CITY 0.0 SRCE 53.2 (N/A) 0.000 TL 83.30 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 7.9 computer program
under license no. 38011601 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 0.003 gpm and a maximum
imbalance at any node of 0.105 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 26.6 ft/sec at pipe 20.
(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 GatV1v AlmChk DPV1v 45E11
H Q I S U V W
22/Ell 11gEll Couplg FM90E1 FM45E1 FMTee FMRunT
1.049 2.00 5.00 2.00 5.00 0.00 0.00 0.00 0.00 1.00
0.50 0.30 1.00 6.00 5.00 9.00 0.00
1.380 3.00 6.00 2.00 7.00 0.00 0.00 0.00 0.00 1.50
0.80 0.40 1.00 7.00 5.50 10.00 0.00
1.610 4.00 8.00 2.00 9.00 0.00 0.00 0.00 0.00 2.00
1.00 0.50 1.00 8.00 6.00 12.00 0.00
2.067 5.00 10.00 3.00 11.00 6.00 1.00 0.00 23.00 2.50
1.30 0.60 1.00 9.00 6.50 14.00 0.00
2.469 6.00 12.00 4.00 14.00 7.00 1.00 17.00 23.00 3.00
1.50 0.80 1.00 10.00 7.00 16.00 0.00
3.068 7.00 15.00 5.00 16.00 10.00 1.00 17.00 29.00 3.50
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 8/20/2008 C:\DATA\EXPRESS.SDF
JOB TITLE: EXPRESS
1.80 0.90 1.00 11.00 7.50 19.00 0.00
4.026 10.00 20.00 6.00 22.00 12.00 2.00 28.00 30.00 5.00
2.50 1.30 1.00 14.00 9.00 24.00 0.00
6.065 14.00 30.00 9.00 32.00 10.00 3.00 30.00 33.00 7.00
3.50 1.80 1.00 18.00 11.00 34.00 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 ChkV1v BfyVly GatV1v AlmChk DPV1v 45E11
H Q I S U V W
22/Ell 11gEll Couplg FM90E1 FM45E1 FMTee FMRunT
8.249 20.00 38.90 14.50 50.00 13.30 4.40 45.60 0.00 10.00
5.00 2.50 1.10 24.50 14.50 43.40 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
H Q
22/Ell 11gEll
8.265 26.90 52.30 19.40 67.20 17.90 6.00 61.20 0.00 13.40
6.70 3.40
DATE: 8/20/2008
JOB TITLE: EXPRESS
WATER SUPPLY ANALYSIS
Avai
t:+
Static: 140.00 psi Resid: 20.00
r-1 N
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10
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HATCHED AREA INCICATES 3'-0" NAX. DEEP
STORAGE PLATFORM 0500E, TYR, U.N.O.
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0
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SCOPE OF WORK:
1. ADD NEW PENDENT HEADS TO NEW TENENT SPACE .
2. RE -USE EXISTING LINE PIPING, USE FLEX DROPS TO NEW HEAD LOCATIONS.
3. IMPROVEMENT TO BE DESIGNED PER NFPA #13 OHG II 130 SF MAX.
4. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF TUKWILA.
5. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI.
6. TESTING PER NFPA #13 AND CITY OF TUKWILA.
GENERAL NOTES:
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED.
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS
SHOWN THUSLY (1-6), WHICH IS END TO END.
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET #13.
4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA
PAMPHLET #13.
5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13.
6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE
WITH NFPA PAMPHLET #13.
7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING
IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM.
8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE
RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL.
9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS.
RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL.
CONSTRUCTION NOTES:
1. ALL NEW PIPING TO BE DYNA FLO, SCHD 10 AND SCHD 40.
2. ALL NEW FITTINGS TO BE THREADED DUCTILE IRON AND GROOVED FITTINGS.
3. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER.
4. ALL NEW LINES TO HAVE END OF LINE RESTRAINT.
5. HEADS SHOWN ARE AT CENTERLINE OF CEILING TILE.
�t cr` 6: %..,
NOTICU
Weld stamps must be
inspected before pipe is
hung. Do not paint pipinc ► r�:.h
prior to hydrostatic test �r
Y •
approval.
NOTES:
RE -USE EXISTING PIPING
•
yt' resubrrari1.T ,;',-
Final test arid inspection b
The Tukwila Eve Prevention Bureau.
fit':t11-S.ut .. :runerrls
The Tukwila Fire
current city
ers and
:.!• tions of adopted
i ii{ly for the
�' siUner.
drawings atter
.'U
rfxluire a
_I L•L:`::qu°ent approval.
REMOVE ALL EXISTING SPRINKLERS I Date: _g -AC" -L5-3)
INSTALL NEW SPRINKLERS ON FLEX DROPS---
ALL
ROPS�'�� s `7 'm� �`"�
ALL NEW COVER PLATES TO BE BRUSH CHROME
E3y:
'PO TA TNOT C
Because of increased demand our
inspectors' scho rules are booked
3-7 days ahead. Therefore, you
will need to call 205-575-1407 to
schedule your insp tions a
minimum of 48 hours in advance
of the date you Bunt an
inspection.
571
PuticWtt.A FIRE DEPARTiY1FA
Please call: 575-4407
and give this job
No. OE S- `I33
and exac ' 'laress for shut*
rIo': n er nonrovni
PARCEL # - 6364200010
PERMIT#-xxxx
DRAWING SYMBOLS
HYDRAULIC DESIGN INFO.
HANGER LEGEND
HEAD LEGEND
- ALARM VALVE RISER
- FLOW SWTICH RISER
• - . DRY PIPE RISER
0
.f1. -
DELUGE/P.A. RISER
FIRE DEPARTMENT CONNECTION
WATER MOTOR GONG
O - ELECTRIC BELL
F - FLEXIBLE GROOVED COUPLING
-$- RIGID GROOVED COUPLING
- THREADED PIPE COUPLING
- CONTROL VALVE
--�- - CHECK VALVE
PIPE HANGER (SEE CHART)
+ - PIPE HANGER (SEE CHART)
( A-1 ) - WELDED PIPE TAG
0 - BRANCHLINE NUMBER
1
9-0 PIPE SIZE & LENGTH
1
(8-10) PIPE SIZE & LENGTH(CUT)
,00
- HYDRAULIC NODE
10'-0" AFF
0'-10" BOD
ELEVATION DATUM
- CENTERLINE OF PIPE TO DECK
ry THIS SYSTEM IS
12-1 HYDRAULICALLY DESIGNED
❑
THIS SYSTEM IS NOT
HYDRAULICALLY DESIGNED
4
U -HOOK
L "L" ROD
SPRINKLER TYPE
MFG
MODEL
SYMBOL ORIFICE FINISH CANOPY TEMP K -FAC QTY
FLOW TEST
STATIC
RESIDUAL
GPM FLOWING
DATE & TIME
140
20
8000
TFD
B COACH SCREW ROD
N TOGGLE NUT
CONCEALED RECESSED PENDENT QR
TYCO
RF II O 1/2" BRASS BRUSH CF 155°
5.6
100
C "C" CLAMP
P HDI -P
D TOP BEAM CLAMP W/ STRAP
R WEDGE ANCHOR
E EYE ROD
S SAtAMY SIDEWINDER (SWG20).
SYSTEM DESIGN
F FLUSH SHELL
S20 SAMMY SUPER SCREW (GST20)
REMOTE AREA
DENSITY
MAX. AREA/HEAD
K -FACTOR
900
.20
130
5.6
XX
G CEILING FLANGE
SX SAMMY X -PRESS
H SIDE BEAM BRACKET •
T TRAPEZE
J "J" BOLT
U UNISTRUT POST
K SHORT CLIP
W
TOTAL THIS SHEET
Fire Sprinklers Inc
WA CL# FIRESI*988RJ
1014 North Street
Sumner, WA 98390
(253) 826-0099
100 email:mike@firesprinklersinc.com
PROJECT:
Express #581
1070 Southcenter Mall #332
Tukwila, WA. 98188
CONTRACT WITH:
Greenwood Const.
PA1
Al Ir. 21 2008
Fire
DESIGNER:
Mike
DATE:
July 31, 2008
SCALE:
As Noted
HAZARD:
OHS II
AHJ:
City of Tukwila
JOB #
2046
SHEET #
FP -1
/m€-'7 4 7/ t/
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12'-6"
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610. 80.
WOMOH'S
ROOM TWO
-20' CROSS BAR
MT -2
NE OF :TERN TO
ALIGN 141H SEAN
OF 8GN 800
2'-11"
I 13-0" II
I P-1
GYP. Bo.
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per/ fl. MS x LJNAA/
UNE OF SEAM TO
AIGN 1MTH SEAM
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13'-0'
b///Aa/ n
//Y/AI; d/L/I//NIJY//J P iAA, 4N, /Mr
060 0 06/ ///H///////N
HATCHED AREA INCICATES 3'-0" NAX. DEEP
STORAGE PLATFORM 0500E, TYR, U.N.O.
& REFER TO
ADJACENT TENANT
a
10-0'
P-1 1I
TYP. O G 2LE WAIL
PIPING PLAN
1/8"=1'-0"
1 10'-0" 1.1
P-1 11
C1*61
TP. O GAEL WALL
64'-5 I/2' LEASED FRONTAGE (0/A LEASE LINE TO LEASE LINE)
0
0
0
SCOPE OF WORK:
1. ADD NEW PENDENT HEADS TO NEW TENENT SPACE .
2. RE -USE EXISTING LINE PIPING, USE FLEX DROPS TO NEW HEAD LOCATIONS.
3. IMPROVEMENT TO BE DESIGNED PER NFPA #13 OHG II 130 SF MAX.
4. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF TUKWILA.
5. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI.
6. TESTING PER NFPA #13 AND CITY OF TUKWILA.
GENERAL NOTES:
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED.
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS
SHOWN THUSLY (1-6), WHICH IS END TO END.
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET #13.
4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA
PAMPHLET #13.
5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13.
6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE
WITH NFPA PAMPHLET #13.
7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING
IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM.
8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE
RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL.
9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS.
RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL.
CONSTRUCTION NOTES:
1. ALL NEW PIPING TO BE DYNA FLO, SCHD 10 AND SCHD 40.
2. ALL NEW FITTINGS TO BE THREADED DUCTILE IRON AND GROOVED FITTINGS.
3. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER.
4. ALL NEW LINES TO HAVE END OF LINE RESTRAINT.
5. HEADS SHOWN ARE AT CENTERLINE OF CEILING TILE.
�t cr` 6: %..,
NOTICU
Weld stamps must be
inspected before pipe is
hung. Do not paint pipinc ► r�:.h
prior to hydrostatic test �r
Y •
approval.
NOTES:
RE -USE EXISTING PIPING
•
yt' resubrrari1.T ,;',-
Final test arid inspection b
The Tukwila Eve Prevention Bureau.
fit':t11-S.ut .. :runerrls
The Tukwila Fire
current city
ers and
:.!• tions of adopted
i ii{ly for the
�' siUner.
drawings atter
.'U
rfxluire a
_I L•L:`::qu°ent approval.
REMOVE ALL EXISTING SPRINKLERS I Date: _g -AC" -L5-3)
INSTALL NEW SPRINKLERS ON FLEX DROPS---
ALL
ROPS�'�� s `7 'm� �`"�
ALL NEW COVER PLATES TO BE BRUSH CHROME
E3y:
'PO TA TNOT C
Because of increased demand our
inspectors' scho rules are booked
3-7 days ahead. Therefore, you
will need to call 205-575-1407 to
schedule your insp tions a
minimum of 48 hours in advance
of the date you Bunt an
inspection.
571
PuticWtt.A FIRE DEPARTiY1FA
Please call: 575-4407
and give this job
No. OE S- `I33
and exac ' 'laress for shut*
rIo': n er nonrovni
PARCEL # - 6364200010
PERMIT#-xxxx
DRAWING SYMBOLS
HYDRAULIC DESIGN INFO.
HANGER LEGEND
HEAD LEGEND
- ALARM VALVE RISER
- FLOW SWTICH RISER
• - . DRY PIPE RISER
0
.f1. -
DELUGE/P.A. RISER
FIRE DEPARTMENT CONNECTION
WATER MOTOR GONG
O - ELECTRIC BELL
F - FLEXIBLE GROOVED COUPLING
-$- RIGID GROOVED COUPLING
- THREADED PIPE COUPLING
- CONTROL VALVE
--�- - CHECK VALVE
PIPE HANGER (SEE CHART)
+ - PIPE HANGER (SEE CHART)
( A-1 ) - WELDED PIPE TAG
0 - BRANCHLINE NUMBER
1
9-0 PIPE SIZE & LENGTH
1
(8-10) PIPE SIZE & LENGTH(CUT)
,00
- HYDRAULIC NODE
10'-0" AFF
0'-10" BOD
ELEVATION DATUM
- CENTERLINE OF PIPE TO DECK
ry THIS SYSTEM IS
12-1 HYDRAULICALLY DESIGNED
❑
THIS SYSTEM IS NOT
HYDRAULICALLY DESIGNED
4
U -HOOK
L "L" ROD
SPRINKLER TYPE
MFG
MODEL
SYMBOL ORIFICE FINISH CANOPY TEMP K -FAC QTY
FLOW TEST
STATIC
RESIDUAL
GPM FLOWING
DATE & TIME
140
20
8000
TFD
B COACH SCREW ROD
N TOGGLE NUT
CONCEALED RECESSED PENDENT QR
TYCO
RF II O 1/2" BRASS BRUSH CF 155°
5.6
100
C "C" CLAMP
P HDI -P
D TOP BEAM CLAMP W/ STRAP
R WEDGE ANCHOR
E EYE ROD
S SAtAMY SIDEWINDER (SWG20).
SYSTEM DESIGN
F FLUSH SHELL
S20 SAMMY SUPER SCREW (GST20)
REMOTE AREA
DENSITY
MAX. AREA/HEAD
K -FACTOR
900
.20
130
5.6
XX
G CEILING FLANGE
SX SAMMY X -PRESS
H SIDE BEAM BRACKET •
T TRAPEZE
J "J" BOLT
U UNISTRUT POST
K SHORT CLIP
W
TOTAL THIS SHEET
Fire Sprinklers Inc
WA CL# FIRESI*988RJ
1014 North Street
Sumner, WA 98390
(253) 826-0099
100 email:mike@firesprinklersinc.com
PROJECT:
Express #581
1070 Southcenter Mall #332
Tukwila, WA. 98188
CONTRACT WITH:
Greenwood Const.
PA1
Al Ir. 21 2008
Fire
DESIGNER:
Mike
DATE:
July 31, 2008
SCALE:
As Noted
HAZARD:
OHS II
AHJ:
City of Tukwila
JOB #
2046
SHEET #
FP -1
/m€-'7 4 7/ t/