HomeMy WebLinkAboutPP - 14625 TUKWILA INTERNATIONAL BLVD - UNKNOWN - PERMITS AND PLANS14625 TUKWILA INTERNATIONAL BLVD
ASSOCIATED PERMITS
14-S-174
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44itt,"44
SITE LOCATION
CITY OF TUKWILA
FIRE DEPARTMENT
444 Andover Park East
Tukwila, WA 98188
206-575-4407
Date application
accepted:
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
**PLEASE PRINT**
King Co. Assessor's Tax No.: 004000-0865
Site Address: 14625 Tukwila International Blvd Suite Number: Floor:
Tenant Name: AutoZone Store 4181 New Tenant? ❑ - Yes ❑ - No
Property Owner's Name: AutoZone Development - Mitch Bramlitt
Mailing Address: 123 South Front Street Memphis TN 38103
City State Zip
CONTACT PERSON -if there are questions about the submittal.
Name: Mitch Bramlitt Day Telephone: 901-495-8714
Company Name: AutoZone Development
Mailing Address: 123 South Front Memphis TN 38103
City State Zip
E-mail Address: mitch.bramlitt@autozone.com Fax Number: 901-495-8991
Total number of new/relocated devices or sprinkler heads:
Valuation of Project (contractor's bid price): $ 2 2 500 (est )
Scope of Work (please provide detailed information): Fire Sprinkler system for a New AutoZone
Retail Store.
PERMIT APPLICATION NOTES
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules.
Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit
is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or
abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in
writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing
and justifiable cause demonstrated.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE
UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY
FOR THIS PERMIT.
BUILDING ER OR AUTHtOr ED AGENT:
Signature:
Print Name: Mitch Bramlitt
Plan Permit App.doc
Date: - k7-(4-
Day Telephone: 901-495-8714
1/2/13 TFD FP Forrn 8
S 1 •
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: AutoZone
14625 Tukwila Intl BI
Permit No.: 14-S-174
Date: August 13, 2014
Reviewer: Al Metzler
Fire Protection Project Coordinator
(206) 575-4407 option # 2 (Inspection Requests)
(206) 971-8718 (Plan Review Questions)
• 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'/z 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.
• All valves controlling the water supply for automatic sprinkler systems and
waterflow switches on all sprinkler systems shall be electrically supervised.
• Comply with obstructed/non-obstructed construction rules for sprinkler head
placement.
• Sprinkler heads spaced closer than 6 ft. apart must be baffled.
• Maintain a 4 ft. clear space around the sprinkler riser for emergency access.
• When the sprinkler riser is located inside a room, the door to the room shall have
a sign with one -inch letters which reads "SPRINKLER RISER".
• The height of the fire department connection (FDC) shall be 36 to 48 inches.
• The FDC shall have a downward angle bend of 30 degrees with a 5 —inch Storz
connection and a Knox locking Storz cap.
• When subject to vehicular damage, protective guard posts or curbs are required
around sprinkler valves and hydrants. Posts and curbs are to be painted yellow.
• All exterior components of sprinkler systems shall be painted red.
• Post indicator valves (PIV's) shall have the building address served by the PIV
stenciled vertically in 3 -inch high white numbers on a "safety red" background,
facing the direction of vehicular access.
• All control, drain, and test connection valves shall be provided with permanently
marked weather-proof metal or rigid plastic identification signs.
• All interior control valves shall be readily accessible, labeled, and located not
more than 6 ft. above the floor.
• Modifications involving 20 or more sprinkler heads require hydrostatic test and
system isolation if necessary.
• For dry pipe and double interlock preaction systems in addition to the standard
hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24
hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the
24 hours shall be corrected.
f
Hunter Design & Consulting, Inc.
DESIGNER: GARY HUNTER
3S 634 Behr's Circle Drive East
Warrenville, Illinois 60555
HYDRAULIC CALCULATIONS
FOR
AUTOZONE
14625 TUKWILA INTERNATIONAL BLVD.
TUKWILA, WA
FILE NUMBER: 14095
DATE: 06-06-2014
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: MERCANTILE (2002 NFPA 13 ED.)
WET SYSTEM (Ord. Hazard Grp. II)
AREA OF APPLICATION: .20/1500 sq. ft.
COVERAGE PER SPRINKLER: 120 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 17 sprinklers
TOTAL SPRINKLER WATER FLOW SPRINKLERS: 444.5 gpm
SPRINKLER WATER FLOW REQUIRED w/ hose: 694.5 gpm
FLOW AND PRESSURE (@ BOR): 44.5 gpm @ 62.5 psi
SPRINKLER ORIFICE SIZE: 1/2 inch
NAME OF CONTRACTOR: N/A
DESIGN/LAYOUT BY: GM (NICET Cert. #091352)
AUTHORITY HAVING JURISDICTION: Tukwila Fire Department
CONTRACTOR CERTIFICATION NUMBER: N/A
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC.
TUCKER, GA 30084
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 6/6/2014 C:\HASS DATA\14095.SDF
JOB TITLE: AutoZone
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SRC 90.0 67.0 2650.0 88.1 694.5 69.8
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 694.5 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 444.5 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 13.7 K= 5.60 18.4 24.0
2 13.7 K= 5.60 18.5 24.1
3 13.7 K= 5.60 19.1 24.5
4 13.7 K= 5.60 20.1 25.1
5 13.7 K= 5.60 22.3 26.4
6 13.7 K= 5.60 25.6 28.3
7 13.7 - - - - 30.5
8 13.0 38.9
9 13.5 38.9
10 14.2 - - - - 30.5
11 14.2 K= 5.60 18.4 24.0
12 14.2 K= 5.60 18.5 24.1
13 14.2 K= 5.60 19.1 24.5
14 14.2 K= 5.60 20.1 25.1
15 14.2 K= 5.60 22.3 26.4
16 14.2 K= 5.60 25.6 28.3
17 14.0 - - - - 39.6
18 14.7 - - - - 32.4 - - -
19 14.7 K= 5.60 23.2 27.0
20 14.7 K= 5.60 23.4 27.1
21 14.7 K= 5.60 24.0 27.4
22 14.7 K= 5.60 25.6 28.3
23 14.7 K= 5.60 28.2 29.8
24 15.8 - - - - 45.3
TOR 15.8 54.1
BOR 1.0 62.5
UG -3.0 64.3
BF1 3.0 62.7
BF2 3.0 - - - - 66.7 - - -
SRC -3.0 SOURCE 69.8 444.5
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 6/6/2014 C:\HASS DATA\14095.SDF
JOB TITLE: AutoZone
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 -24.0 1.728 PL 10.00 PF 0.2
1 13.7 5.6 18.4 24.0 3.3 120 FTG ---- PE 0.0
2 13.7 5.6 18.5 24.1 0.016 TL 10.00 PV
Pipe: 2 -48.1 1.728 PL 10.00 PF 0.6
2 13.7 5.6 18.5 24.1 6.6 120 FTG ---- PE 0.0
3 13.7 5.6 19.1 24.5 0.058 TL 10.00 PV
Pipe: 3 -72.6 1.728 PL 8.00 PF 1.0
3 13.7 5.6 19.1 24.5 9.9 120 FTG ---- PE 0.0
4 13.7 5.6 20.1 25.1 0.124 TL 8.00 PV
Pipe: 4 -97.7 1.728 PL 10.00 PF 2.2
4 13.7 5.6 20.1 25.1 13.4 120 FTG ---- PE 0.0
5 13.7 5.6 22.3 26.4 0.215 TL 10.00 PV
Pipe: 5 -124.1 1.728 PL 10.00 PF 3.4
5 13.7 5.6 22.3 26.4 17.0 120 FTG ---- PE 0.0
6 13.7 5.6 25.6 28.3 0.335 TL 10.00 PV
Pipe: 6 -152.5 1.728 PL 9.92 PF 4.9
6 13.7 5.6 25.6 28.3 20.9 120 FTG ---- PE 0.0
7 13.7 0.0 30.5 0.0 0.490 TL 9.92 PV
Pipe: 7 -152.5 1.728 PL 0.67 PF 8.2
7 13.7 0.0 30.5 0.0 20.9 120 FTG 2T PE 0.3
8 13.0 0.0 38.9 0.0 0.490 TL 16.67 PV
Pipe: 8 -152.5 3.314 PL 10.00 PF 0.2
8 13.0 0.0 38.9 0.0 5.7 120 FTG ---- PE -0.2
9 13.5 0.0 38.9 0.0 0.021 TL 10.00 PV
Pipe: 9 152.4 1.728 PL 0.67 PF 8.2
9 13.5 0.0 38.9 0.0 20.9 120 FTG 2T PE -0.3
10 14.2 0.0 30.5 0.0 0.490 TL 16.67 PV
Pipe: 10 -24.0 1.728 PL 10.00 PF 0.2
11 14.2 5.6 18.4 24.0 3.3 120 FTG ---- PE 0.0
12 14.2 5.6 18.5 24.1 0.016 TL 10.00 PV
Pipe: 11 -48.1 1.728 PL 10.00 PF 0.6
12 14.2 5.6 18.5 24.1 6.6 120 FTG ---- PE 0.0
13 14.2 5.6 19.1 24.5 0.058 TL 10.00 PV
Pipe: 12 -72.6 1.728 PL 8.00 PF 1.0
13 14.2 5.6 19.1 24.5 9.9 120 FTG ---- PE 0.0
14 14.2 5.6 20.1 25.1 0.124 TL 8.00 PV
b
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 6/6/2014 C:\HASS DATA\14095.SDF
JOB TITLE: AutoZone
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 -97.7 1.728 PL 10.00 PF 2.2
14 14.2 5.6 20.1 25.1 13.4 120 FTG ---- PE 0.0
15 14.2 5.6 22.3 26.4 0.215 TL 10.00 PV
Pipe: 14 -124.1 1.728 PL 10.00 PF 3.4
15 14.2 5.6 22.3 26.4 17.0 120 FTG ---- PE 0.0
16 14.2 5.6 25.6 28.3 0.335 TL 10.00 PV
Pipe: 15 -152.4 1.728 PL 9.92 PF 4.9
16 14.2 5.6 25.6 28.3 20.9 120 FTG ---- PE 0.0
10 14.2 0.0 30.5 0.0 0.490 TL 9.92 PV
Pipe: 16 -304.9 3.314 PL 12.00 PF 0.9
9 13.5 0.0 38.9 0.0 11.3 120 FTG ---- PE -0.2
17 14.0 0.0 39.6 0.0 0.074 TL 12.00 PV
Pipe: 17 139.6 1.728 PL 0.67 PF 6.9
17 14.0 0.0 39.6 0.0 19.1 120 FTG 2T PE -0.3
18 14.7 0.0 32.4 0.0 0.417 TL 16.67 PV
Pipe: 18 -27.0 1.728 PL 10.00 PF 0.2
19 14.7 5.6 23.2 27.0 3.7 120 FTG ---- FE 0.0
20 14.7 5.6 23.4 27.1 0.020 TL 10.00 PV
Pipe: 19 -54.1 1.728 PL 8.00 PF 0.6
20 14.7 5.6 23.4 27.1 7.4 120 FTG ---- PE 0.0
21 14.7 5.6 24.0 27.4 0.072 TL 8.00 PV
Pipe: 20 -81.6 1.728 PL 10.00 PF 1.5
21 14.7 5.6 24.0 27.4 11.2 120 FTG ---- PE 0.0
22 14.7 5.6 25.6 28.3 0.154 TL 10.00 PV
Pipe: 21 -109.9 1.728 PL 10.00 PF 2.7
22 14.7 5.6 25.6 28.3 15.0 120 FTG ---- PE 0.0
23 14.7 5.6 28.2 29.8 0.268 TL 10.00 PV
Pipe: 22 -139.6 1.728 PL 9.92 PF 4.1
23 14.7 5.6 28.2 29.8 19.1 120 FTG ---- PE 0.0
18 14.7 0.0 32.4 0.0 0.417 TL 9.92 PV
Pipe: 23 -444.5 3.314 PL 36.50 PF 6.5
17 14.0 0.0 39.6 0.0 16.5 120 FTG E PE -0.8
24 15.8 0.0 45.3 0.0 0.149 TL 43.50 PV
Pipe: 24 -444.5 3.314 PL 51.92 PF 8.8
24 15.8 0.0 45.3 0.0 16.5 120 FTG E PE 0.0
TOR 15.8 0.0 54.1 0.0 0.149 TL 58.92 PV
Pipe: 25 -444.5 4.310 PL 14.75 PF 2.0
TOR 15.8 0.0 54.1 0.0 9.8 120 FTG CB PE 6.4
BOR 1.0 0.0 62.5 0.0 0.041 TL 48.75 PV
f . 4
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 6/6/2014 C:\HASS DATA\14095.SDF
JOB TITLE: AutoZone
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: 26 -444.5 6.270 PL 4.00 PF 0.1
BOR 1.0 0.0 62.5 0.0 4.6 140 FTG L PE 1.7
UG -3.0 0.0 64.3 0.0 0.005 TL 18.07 PV
Pipe: 27 -444.5 6.270 PL 145.00 PF 1.0
UG -3.0 0.0 64.3 0.0 4.6 140 FTG 3LG PE -2.6
BF1 3.0 0.0 62.7 0.0 0.005 TL 191.91 PV
Pipe: 28 FIXED PRESSURE LOSS DEVICE
BF2 3.0 0.0 66.7 0.0 4.0 psi, 444.5 gpm
BF1 3.0 0.0 62.7 0.0
Pipe: 29 -444.5 6.270 PL 23.00 PF 0.5
BF2 3.0 0.0 66.7 0.0 4.6 140 FTG T2LG PE 2.6
SRC -3.0 SRCE 69.8 (N/A) 0.005 TL 102.75 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 8.4 computer program
under license no. 50091140 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(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 0.052 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 20.9 ft/sec at pipe 7.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) Available pressure at source node SRC under full flow conditions is
87.71 psi compared to the minimum required pressure of 20.00 psi.
(6) PIPE FITTINGS TABLE
Pipe Table Name: ROADRUNNER.PIP
1 . c
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 6/6/2014 C:\HASS DATA\14095.SDF
JOB TITLE: AutoZone
PAGE: *
Diameter
(in)
6.270
PAGE: D
Diameter
(in)
1.728
3.314
4.310
MATERIAL: S40 HWC: 120
Equivalent Fitting Lengths
E T L C B
Ell Tee LngEll ChkV1v BfyVly
16.46 35.27 10.58 37.62 11.76
in Feet
G A D N
GatVly AlmChk DPV1v NPTee
'3.53 32.92 32.92 35.27
MATERIAL: DYNAFL HWC: 120
Equivalent Fitting Lengths in Feet
E T L C B G A D
Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v
4.00 8.00 2.00 9.00 6.00 1.00 10.00 13.00
7.00 15.00 5.00 16.00 10.00 1.00 13.00 12.00
10.00 20.00 6.00 22.00 12.00 2.00 20.00 12.00
4 4
DATE: 6/6/2014
JOB TITLE: AutoZone
WATER SUPPLY ANALYSIS
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 6/6/2014 C:\HASS DATA\14095.SDF
JOB TITLE: AutoZone
WATER SUPPLY CURVE
96+
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72+
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Flow Test Point
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S 1
I 40+
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1
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16+ LEGEND
1
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X = Required Water Supply
69.82 psi @ 694.5 gpm
0 = Available Water Supply
88.07 psi @ 694.5 gpm11
IV
11
11
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11
11
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0++-+---+----+ + + + + + +
8001200 1600 2000 2400 2800 3200 3600 4000
FLOW (GPM)
COPYRIGHT 2007
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plans have been reviewed by The Tukwila Fire
ntion Bureau for conformance with current City
lards. Acceptance is subject to errors and
d
aif
ds and ordinances. The respons bllityforr the
ivacy of design rests totally with the designer.
;tions, deletions or revisions to these idjgsre after
date will void this acceptance and
ubmittal of revised drawings for subsequent approval.
nal acceptance Is subject to fleld test and inspection by
ne Tukwila Fire Prevention Bureau.
Date: �- - I By: I
FIRE PROTECTION SUPPLY
TO FIRE RISER. SEE RISER
DETAIL FOR CONT.
PIPE SLEEVE
THRU SLAB
EFER TO
DETAIL A
)\./NALL
FINISH
/GRADE
CL 50 D.I.P./.4\•//`
CORROSION RESISTANT
ANCHOR RODS (4)
SIZE PER N.F.P.A. 24
RETAINING
GLAND (3)
1-
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CONCRETE >-
FOOTING m
CONCRETE THRUST
BLOCK PER STD.
MAG DETAIL 380
CL. 50 D.I.P/
FIRE PROTECTION'
SUPPLY. SEE SITE
PLAN FOR CONT.
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FIRE PROTECTION
SUPPLY. SEE SITE
PLAN FOR CONT.
�____--FIRE RISER ROOM EXTERIOR WALL
18n
-FIRETORISERPROTECTIONSEERISERSUPPLY
.
DETAIL FOR CONT.
DETAIL 'A'
UNDERGROUND STUB UP DETAIL
FLOW TEST
SUMMARY
STATIC PSI
RESIDUAL PSI
PITOT PSI
100.0
77.0
20.0
ORIFICE DIAMETER N /A
COEFFICIENT OF DISCHARGE N /A
GPM 2650
DATE: 5-5-2014 WATER MODEL
LOCATION: MARK PARSONS
CONDUCTED BY: KING COUNTY WATER
FLOW TEST
UTILIZED
STATIC PSI
RESIDUAL PSI
PITOT PSI 20.0
ORIFICE DIAMETER
90.0
67.0
N /A
COEFFICIENT OF DISCHARGE N /A
GPM 2650
KEYNOTES:
0
4" FIRE RISER (REFER TO FP3 FOR DETAIL)
10" ELECTRIC BELL (WIRED BY ELECT. CONTR.)
4" x 2W' x 21" FIRE DEPT. CONN (NST) w/ 4"
CHECK VALVE & 1" AUTO. DRIP VALVE
THRUST BLOCKS PER NFPA #24. TYP.
TEE & VALVE
EXISTING WATER MAIN
36" MINIMUM BURY (DEPTH PER NFPA #13.)
FIRE HYDRANT
POST INDICATOR VALVE w/ TAMPER SWITCH
BACKFLOW ASSEMBLY w/ TAMPER SWITCH
THE A.H.J. SHALL BE NOTIFIED A MINIMUM OF
48 - HOURS PRIOR TO THE FOLLOWING TESTS:
A. A TWO-HOUR, TWO HUNDRED (200) PSI HYDROSTATIC TEST
B. A TEST AT THE INSPECTORS TEST PIPE TO DETERMINE ALL
WATER FLOW DEVICES AND ALARM CIRCUITS ARE WORKING PROPERLY.
C. A MAIN DRAIN TEST WILL BE CONDUCTED, BOTH, BEFORE AND
AFTER THE SPECIFIED WORK IS COMPLETE.
_1 JKWILA FIRE DEPARTMENT
Please call 206-575-4407 and
the thI Fire it No.
and exact address for shut-
down
hutdown or restoration approval.
PAID
Jul. 23 2014
T UKWIL�A/ FIRE
&- 2/f /
NATHAN J. PIES, P.E.
4159 EAST VEST AVE.
Gilbert, Arizona 85295
509-833-0367 T
NATHAN.PIES@GMAIL.COM
REVISIONS
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AutoZone Store No. 4181
14625 TUKWILA INTERNATIONAL BLVD
TUKWILA WA 98168
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3S634 Behr's Circle Drive East
Warrenville, Illinois, 60555
LI N T E R (877) 435-8108 Phone
(630) 791-9792 Fox:
1505 West University Drive
ESIGN T 101
Tempe, AZ 85281
goryOhunterdesign 1. com
FIRE PROTECTION
ENGINEERING
AND
O N S U L T I N G DESIGN SERVICES
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UPRIGHT SPRINKLER STEEL DECKING
STEEL BAR JOIST
1
- Li_- T.
1 1I1 111.
1 111 111 1
V
1
IIP
BRANCH UNE
CROSS MAIN w/ SLOPE OF DECK
CROSS SECTION A
1/8" = i'—o"
FIRE SPRINKLER SCHEDULE
SYM
CNT
POSITION
FINISH
TEMP
K
NPT
SIN
MFG.
MODEL#
0
78
UPR
BRASS
155
5.60
1/2"
TY3131
Tyco
TY -FRB
®
3
PEND
CHROME
155
5.60
1/2"
TY3231
Tyco
TY -FRB
CALCULATION DESIGN
INFORMATION
AREA AREA ONE
OCCUPANCY MERCANTILE (MISC. STORAGE)
HAZARD ORD. HAZ. GRP. II
DENSITY .20 GPM /SQ. FT.
AREA OF OPERATION 1500 SQ. FT.
AREA PER HEAD 120 SQ. FT.
HOSE WATER ALLOWANCE
INSIDE o OUTSIDE - 250
SYSTEM DEMAND
PSI 69.8
GPM 444.5
PSI AVAILABLE 88.1
GPM AVAILABLE 444.5
3S634 Behr's Circle Drive East
Warrenville, Illinois, 60555
]E-TUNTER
(877) 435-8108 Phone
(630) 791-9792 Fox:
1505 West University Drive
1;7: D ESIGN Suite 1
Tempet OAZ 85281
gory®hunterdesign1.com
FIRE PROTECTION
ENGINEERING
C AND
O N S U L T I N G DESIGN SERVICES
I
CAUTION
THIS BUILDING IS PROTECTED BY A
HYDRAULICALLY DESIGNED AUTOMATIC
SPRINKLER SYSTEM. DO NOT ALTER
OR ADD TO THE SYSTEM BEFORE
CONSULTING INSTALLATION DRAWINGS.
SYSTEM NUMBER
LOCATION
NUMBER OF SPRINKLERS
BASIS OF DESIGN
1. DENSITY
2. DESIGNED AREA OF DISCHARGE .
SYSTEM DEMAND
1. GPM DISCHARGE
2. RESIDUAL PRESSURE AT
THE BASE OF THE RISER
INSTALLED BY:
AREA ONE
ADDRESS]
17
.20 GPM/SQ.FT.
1500 SQ.FT.
444.5 GPM
62.5 PSI
SYSTEM DESIGN CRITERIA
OCCUPANCY: MERCANTILE (12'-0") MAXIMUM STORAGE ONLY
N.F.P.A. 13 2010 EDITION COMMERCIAL SYSTEM BASED ON A MISC. STORAGE OCCUPANCY.
ORD. HAZARD GROUP II SPRINKLER SPACING @ 120 SQ. FT. MAX. NFPA 14.2.3 2010 EDITION
HYDRAULIC DENSITY .20 GPM/SQ. FT. w/ 1500 SQ. FT. DESIGN AREA. 250 GPM HOSE.
STRUCTURE TO BE NON/COMBUSTIBLE OPEN WEB STEEL JOIST CONSTRUCTION.
JOIST SPACING 7'-0" 0.C. TYPICAL.
ALL NEW DROPS AND ARMOVERS SHALL BE DYNA THREAD.
ALL NEW BRANCH LINES, CROSS MAINS, BULK MAIN AND RISER PIPING SHALL BE DYNA FLOW.
USING 155 DEGREE SPRKS.
TOR) 4" FIRE RISER REFER TO
FP3 DETAIL #}1
<BOR)
10" ELECTRIC BELL
IMRED BY ELECT. CONTRACTOR
W4vtll f• -•(k
'5D "&°J1
f22Z ...
12
s--
'.-7////7/ZW'?77277Z 7777
a
/777/7:7-..7;177=
277ZZ 77772 i72Z
I
112 . t .. —
BRANCHTNES
APt4ROX 12!--;1310.
w/;SLOPE
SHALL'
OF ROOF
E _LOCATED
CR iSsMAI4-
DECK
REMOTE./'AREA] x7
.20/1500 8Q., FT
T /7r
JOISTS
0.
RANCH LINES SHILL BE LOCATED
PPROX. 12" B.B.D.: CROSS MAIN
/ SLOPE OF ROOF DECK
1121
4-r
777 77777777 77-7 t_777 7777-777A i/// 71777774
INSP. TEST VALVE
w/ 1/2" :ORF. 5'-6"
A.F.F. REFER TO DETAIL
ON FP3
17'-3120TI
4" x 21/4" x 2W FIRE DEPT. CONN.
(PHT) w/ 4" CHECK VALVE.
FIRE SPRINKLER PIPING PLAN
1/8" = 1'--0"
(2-7z77/t /7/ y -.7./7/7///, =
NATHAN J. PIES, P.E.
4159 EAST VEST AVE.
Gilbert, Arizona 85295
509-833-0367 T
NATHAN.PIEShc@GMAIL.COM
REVISIONS
1 REV1 4 REV4
2 REV2 5 REV5
3 REV3 6 REV6
ER PIPING PLAN
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3S634 Behr's Circle Drive East
Warrenville, Illinois, 60555
]E-TUNTER
(877) 435-8108 Phone
(630) 791-9792 Fox:
1505 West University Drive
1;7: D ESIGN Suite 1
Tempet OAZ 85281
gory®hunterdesign1.com
FIRE PROTECTION
ENGINEERING
C AND
O N S U L T I N G DESIGN SERVICES
COPYRIGHT 2007
GENERAL SYSTEM FIRE PROTECTION NOTES:
1. Fire Protection Contractor is responsible for: field fit of
sprinkler piping, accuracy of prefabricated pipe, location
of sprinklers (per NFPA and inspections), piping elevations
dimensioning and general workmanship of sprinkler system.
2. Verify field conditions prior to installation and make field
adjustments, as necessary, for field acceptance by author-
ities having jurisdiction.
3. Fire Protection Contractor shall coordinate the installation
of piping and sprinklers with structural members, ductwork,
mechanical equipment, ceiling, lights, etc.
4. Field verify spacing of sprinklers and deflector distances
with respect to structural components, lights, etc., and make
field adjustments, as necessary, to comply with NFPA-13
requirements. Provide additional sprinklers, or respace
sprinklers to avoid obstructions to discharge patterns.
Provide a minimum of 6 -feet between any two sprinklers to
avoid cold soldering.
5. A sufficient safety factor has been implemented into this
design. PIONEER DESIGN & ENGINEERING is not responsible
for changes in the city water supply that may adversely
affect this A.S. System in the future.
6. Pipe hangers, and sway bracing shall be spaced as
indicated on these drawings and/or per NFPA-13.
7. Fire Protection Contractor shall provide sleeves at all
piping penetrations through masonry walls and floors. Pack
with approved sealants per NFPA and local authorities.
8. Fire Protection Contractor shall provide and install a
design placard on each riser indicating remote area size
and location, sprinkler design density (gpm), and water
requirements at base of riser. Also, include installing
Contractors name and date of installation. Coordinate
placard information with insurance carrier where required.
9. Fire Sprinkler System shall be monitored by Owner's central
station supervision equipment.
10. Fire Protection Contractor shall verify all dimensions, riser
nipple lengths, pipe elevations, etc., and make all necessary
adjustments.
11. All control valves (including main drain) shall be chained
and locked for security.
FROM MOST REMOTE
BRANCH LINE
1" GLOBE VALVE
yr -
NOTE: PROVIDE STANDARD METAL
SIGNS IN ACCORDANCE WITH
N.F.P.A. 13.
PER NFPA 13, ALL PIPING AND
FITTINGS EXPOSED THE WEATHER,
CORROSION TYPES OF PIPE,
FITTINGS AND HANGERS OR
PROTECTIVE CORROSION COATINGS
SHALL BE USED. NFPA 13,
8.16.4.2.1 AND 8.16.4.2.3
PROVIDE CHROME PLATED TWO
PIECE ESCUTCHEONS AT ALL
PENETRATIONS OF MASONRY
WALLS.
GALVANIZED PIPE
w/ 45 DEGREE
ELBOW WITH 1/2"
ORIFICE
INSPECTORS TEST DETAIL
NTS
OL �O
HYDRAULIC - SYSTEM
This Building is Protected
by a Hydraulically Designed
Automatic Sprinkler System.
Location
No. of Sprinklers
Basis of Design
DENSITY
DESIGNED AREA
OF DISCHARGE
GPM/Sq. Ff.
Sq. FT.
System Demand
GPM DISCHARGE
RESIDUAL PRESSURE AT
THE BASE OF RISER
GPM
PSI
(O
SAMPLE HYDRAULIC DESIGN PLACARD
NTS
NOTE: REFER TO FIRE PROTECTION
SPECIFICATIONS. CONTRACTOR TO
SUPPLY ONE SET OF MYLAR FIRE
PROTECTION DOCUMENTS MINIMUM.
AS BUILT CABINET
NTS
ROOF DECK
TOP BEAM CLAMP
i
i
JOIST OR
JOIST GIRDER
STEEL JOIST
0
2
UPRIGHT SPRK.
HANGER RING
DEFLECTOR DISTANCE DETAIL
NTS
STEEL JOIST
ALL THREAD ROD
HANGER RING
FOR PIPE 4" & SMALLER
1 --3/8" TOP BEAM CLAMP
1 -- LENGTH OF 3/8" A.T.R. (O'-10")
1 -- PIPE HANGER RING
TOP BEAM --CLAN P
HANGER DETAIL
NTS
Project Address: AUTOZONE
Calculations based on 2010 NFPA Pamphlet }}13
34' 0" (10.36 m)
Tolco Component Fig. Number
Least Rad. of Gyration 0A2" (11 mm)
LVR Value 200
Max Horizontal Load 1310 lbs (594 kg)
Fig.980 Universal Swivel
'Calculation Based an CONCENTRIC Loading
`Please Nate: These ccIculatiarrs are for Tc`co components on`y. Use of any
other components voids these calctJ ons and the listing of the assembly.
Assembly Detail
TOLCO FIG. 98
UNIVERSAL SWAY BRACE
ATTACHMENT
STEEL PIPE
LATERAL BRACE
Fastener Orientation NFPA Type B
ication on Plans 31
Size and 'type of Pipe
Total Length
Total Calculated Load
3' Sch_7 Steel Pipe (76.2 rum)
34ft (10.4 m)
1691bs (77 kg)
1.5" Sch.7 Steell Pipe (38.1 mm)
330ft (100.6 m)
655 Ibs (297 kg)
Maximum Spacing 80' 4" (24.8 mn)
Percentage added for Fittings and Sprinklers
15%
124 lbs (56.25 kg)
Total Adjusted Load of all pipe within Zone of Influence
947 Ibs (430 kg)
KEY
QTY
DESCRIPTION
0
SEE STUB UP DETAIL THIS SHEET FOR CONT.
o
SPLASH BLOCK (BY G.C.)
O
TYP.
SLEEVE THROUGH FLOOR/WALL
0
HYDRAULIC CALCULATION PLATE
O
1*
10" ELECTRIC BELL
FLANGED CONNECTION
TYP.
GROOVED ELBOW
1*
FLOW SWITCH
0
TYP.
FLEXIBLE COUPLING
0
4 -WAY BRACING SECURED TO STRUCTURE
11
2" MAIN DRAIN ANGLE VALVE w/ PRESSURE RELIEF VALVE
12
2" DRAIN. TERM 6" ABOVE FIN. GRADE
8
300 PSI PRESSURE GUAGE
SPARE SPRINKLER BOX (2 RECESS 155 DEGREE/4
UPRIGHT) REFER TO FP2.0 FOR MANUFACTURER.
PROVIDE WRENCH FOR EACH TYPE AND OPERATIONS AND
MAINTENANCE MANUAL. CURRENT EDITION
*WIRED BY ELECTRICAL/ALARM CONTRACTOR
PROVIDE PRESSURE RELIEF VALVE
FOR GRIDDED SYSTEMS. NFPA 13
2007 EDITION.
NOTES
1. FIRE SPRINKLER SYSTEM TO
BE MONITORED BY A U.L.
OR F.M. LISTED CENTRAL
STATION FOR FLOW, TAMPER
AND TROUBLE.
2. INSTALL DESIGN PLACARD
ON EACH RISER PER
NFPA-13.
3. ALL VALVES SHALL BE A
MAX. OF 7'-O" A.F.F.
4. WHERE REQUIRED BY A.H.J.,
PROVIDE MEANS
DOWNSTREAM OF ALL
BACKFLOW PREVENTION
VALVES TO ACCOMODATE
FLOW TESTS AT SYSTEM
DEMAND.
FINISHED GRADE
CONCRETE
FOOTING
TO ROOF LEVEL
(� SPRINKLER PIPING
HW 101
FINISHED FLOOR
FIRE SPRINKLER RISER DETAIL
NTS
n
n
TOLCO FIG.
909 (2)
TOLCO FIG. 1000
"FAST CLAMP"1/ (2)
FIG. 1001
FOR THINWALL
4 -WAY AT RISER
Size and Type sof Pipe
Toi-Brace Seismic Calculations
Project Address: AUTOZONE
4" Sch.7 Steel Pipe (101.6 mm)
R B -Line
14625TU KWILA INTERNATIONAL BLS
TUKWILA, WA
I TO Q
Job * Calculations based on 2010 NFPA Pamphlet #13
Brace Inform ation
Tolco Brace Components
Maximum Spacing 80' 4" (24.8 mn)
Tolco Component Fig. Number Adjusted Load
FigAL Clamp 1425 Ibs (646 kg)
Fig 909 Nc-Thread Swivel 1425 Ibs (646 kg)
`Calculation Based an CONCENTRIC Loading
*Please Note: These calculations are forTaco components on=y_ Use of any
other components vcds these calculations and the listing at the assembly.
Maximum Brace Length 7' 0" (2.13 m)
Bracing Material 1" Sch.40
Angle from Vertical 45" Min.
Least Rad. of Gyration 0A2" (Um
Assembly
TOLCO
P40•Ttif#EAI3 SWIVEL
aRACE ATTACHMENT'
STEEL
LATERAL
PiTOL OA FIG.
o CLAMP
SWAY 6RACI G %
(
Detail
FIG. 909
SWAY-------....
PIPE
BRACE
s,1
1
LIR Value 200
Max Horizontal Load 1310 Ibs (594 kg)
Force Factor (Cp) 0.6935
Fastener Inf+rmaton
Fastener Orientation NFPA Type H
Type Bolt
Diameter 1/2n. (12 Winn)
Length N/A
a.
CO
W
Ct
Brace Identification on Plans 31
Maximum Load 1830 lbs (830 kg)
Orientation of Brace Longitudinal
Braced Pipe: 4" Sch.7 Steel Pipe Load Information
Size and Type sof Pipe
Total Length
Total Calculated Load
4" Sch.7 Steel Pipe (101.6 mm)
30ft (24.4 m)
626 lbs (284 kg)
-1-
Percentage added for Fittings and Sprinklers
15%
94 lbs (42.64 kg)
Total Adjusted Load of all pipe within Zone of lntiuence
720 Ibs (327 kg)
{Tar -grace Version 7}
TOP BEAM CLAMP w/
RESTRAINING STRAP
TOP BEAM CLAMP w/
RESTRAINING STRAP
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TOLCO SWIVEL
3/8" ALL THREAD ROD TIGHT TO PIPE
OR USE SURGE RESTRAINER. END OF LINE
RESTRAINT O BE WITHIN 6" OF ND IN
LINE HANGER
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STEEL PIPE
SEISMIC RESTRAINT DETAIL
Design Maps Summary Report
MUMS Design Maps Summary Report
User -Specified Input
Building Code Reference Document 2012 International Building Code
uni._e; €-;aza:-•:I c._.. : •.a!ablein 2608)
Site Coordinates 47.47179°N, 122.28512°W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/1I/III
Page 1 of 1
East Ror
Highland
USGS-Provided Output
Ss= 1.487g
S, = 0.557 g
S„s = 1.487 g
S„I = 0.835 g
Sos = 0.992 g
50, = 0.557 g
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
MCER Response Spectrum
1-65
1.50
1.15
1.20
1,05
0.90
0.75
0.60
0.45
0.30
0.15
0.00
0.00 0.20 0.10
O'
R
1.10
1.00
0.50
0.50
0.70
0.00
0.50
0.40
0.30
0.20
0.10
Design Response Spectrum
0.00
0.40 0.80 1.00 1.20 1.40 1.00 1.50 2.00 0.00 0.20 0.40 0.00 0.00 1.00 1.20 1.40 1.60 180 2.00
Period, T (sec)
Period, T (sec)
nat�c=�ch '_hi, information is a product of the U.S. tee" _.7cai axF,res_F. rs ,;-:... _, �-:
at:.uacv of the data contained therein. This rcc4 is nota suLisritLir.e €ter o .:hr ,_a; <.-matto^ kno.4?edci-.
httpl/ehp4-earthquake.cr.usgs.gov/designmapsius/summary.php?template-minimal&latitud... 6/6/2014
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AutoZone Store No. 4181
14625 TUKWILA INTERNATIONAL BLVD.
TUKWILA WA 98168
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3S634 Behr's Circle Drive East
Warrenville, Illinois, 60555
U N T E R (877) 435-8108 Phone
(630) 791-9792 Fax:
1505 West University Drive
E S I G N Suite 101
Tempe, AZ 85281
gary®hunterdesign 1.com
FIRE PROTECTION
ENGINEERING
AND
ONS U L T I N G DESIGN SERVICES
Z44.4'
A
�(I Com Ul
i.z'
toaaa
EXPIRES /' /8 015
06/06/14
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