HomeMy WebLinkAboutPP - 349 TUKWILA PKWY - UNKNOWN - PERMITS AND PLANS349 TUKWILA PKWY
ASSOCIATED PERMITS
12-5-133 71-5-097 04-5-225
11-S-150 11-5-002
JUN -26-2012 13:1A PATRIOT FIRE
ATRIOT
FIRE PROTECTION
Fire Sprinklers Save Lives!
253 284 3547 P.02
2707 70TH Avenue East
Tacoma, WA 98424
June 26, 2012
To: Al Metzler
Tukwila Fire Department
444 Andover Park E
Tukwila, WA
Re: I Fly
349 Tukwila Parkway
Tukwila, WA 98188
Mr. Metzler:
FELE
TEL: (253) 926.2290
FAX: (253) 922.6150
Patriot Fire Protection, Inc. is requesting a shut down number so we can shut down the
sprinkler system at the above project location to Change out an old existing 8" Grinnell
Model A alarm valve with a new Reliable model E valve and trim.
Please feel free to call with any questions.
Sincerely,
PATRIOT FIRE PROTECTION, INC.
John Dacca
Project Manager
Phone: 253-284-3467
Fax: 253-922-6150
VANCOUVER, WA OFFICE
TEL (360) 699.4403
PORTLAND (503) 222.6001
FAX (360) 699.4485
TUKWILA FIRE DEPARTMENT
Please rail 206-575-4407 and
give this Fire Permit No.
1a -5-133
and exact addres3 for shut-
down
hutdown or restoration approval.
www.patrlotfire.com
PATRIFP099CF
SPOKANE, WA OFFICE
TEL (509) 926.3428
FAX (509) 926.3708
TOTAL P.02
JAN -04-2011 11:34 PATRIOT FIRE, FIFE
ATIR
FIRE PROTECTION, INC.
January 4, 2011
253 922 6150
P.01/01
flre Mders Save Lives! 707H Avenue..East •
Swi:i^;`,, T .WA98 $' ..
928:229°:
fIIX �259)oe2,e150
To: Lt. Al Metzler
Tukwila Fire Department
444 Andover Park E
Tukwila, WA
Re: I -Fly (Future. Tenant)
The Annex ;@ Southcenter
301 Tukwila Parkway
Tukwila, WA
Lt. Metzler:
;.�KV1�iLA FIRE DEPAK I LIMUlt
Please call: 575.0407,
and give this job
No. / I - S -ODD—.
and exact address for shuts
,tun or restoration aooroval.
Patriot Fire Protection, Inc. is requesting a shut down number f
the existing fire sprinkler system located at the above address.
capping the 4" mainas needed for demolition of the roof structure.
An addition and remodel of the building is to begin in February, an }%
complete the sprinkler system in June.
We are currently working on permit drawings and will have them.
we can.
Please feel free to call with any questions.
Sincerely,
PATRIOT FIRE PROTECTION, INC.
Evan Boulanger
Project Manager
NANFORb, WA QrT1GE
TEL (509) 373.0096
FAX (509) 373.8919
vANCouvER, WA OFFICE
TEL (360) 6984403
PORTLAND (503) 222.6001
FAX (360) 699.4485
PATRIFPO*$CP
ernoiition of
ifl:consist of •
of intends to
as soon as
•
a:
TOTAL P.01
Please call: 575-4407
and give this job
No. O `-1-5-^ 2 Z5
and exact address for shut-
mr
NEW 114x1 MECH. 111`
NAVY
4' MAIN
A approve,
MARINES
jA TEST
NR FORCE RES.
4' MAIN
TEST
STOR.
STORAGE
STOR.
A.F. TEST
ARMY
STOR.
AIR FORCE AVE
BATH
BATH
ELEC. I
146" = la -On
FILE
ACCEPTED
Without Comments
❑ As Noted In Red
0 Per The Attached Letter
These plans have hien reviewed by The Tukwila Fire
Preve.ntion Bureau fcr conformance v‘'ith current city
standards. Acceptance suiaj ct to errors and 1omissions hich do not iluthorize violations of adopted
standards and orcini3ric s. The responsibility for the
aciecnj �;y (_ (. ,. ` i..t r::�'.s tit lly, wit'! the d
�' � deomissions
v,
-ac&lons, r .,iai;,s,l , or r.ion ;� these drawings after
i this d,.1.? ,f:;l' ; ,,-i r;l;is a riiaand will require a
'
resubrnit al of revised ora .in • gs 'or subsequent approval.
• i r.
g Final acceptance is subject to field test and inspection by
I he Tukwila Fire Prevention Bureau.
Date: 1/ /-34(1 By: ' -742
NERAL NOTES
1. ALL MATERIAL AND INSTALLATION PER NFPA 13
2. ALL REQUIRED ACCEPTANCE TESTING SHALL BE PERFORMED BY
THE INSTALLER IN ACCORDANCE WITH NFPA13 AND THE AUTHORITY
HAVING JURISDICTION. / 2.//
3. AU. NEW PIPING IS AWED SCHED. 40 WITH C.I. FITTINGS.
4. AU. ARMOVERS OVER ^ARE TO BE HUNG PER NFPA 13
5. AU. AREAS ARE EXISTING AND SPRINKLERED EXCEPT TEST ROOM
SPRINKLER LEGEND:
• A- ADDED GEM Ty -e ;ow KAD QTY- 1
446
0 FIRE PROTECTION SYSTEMS, INC.
23220 MAPLE VAIEEY/BLACK DIAMOND RD. S.E. - MAPLE VALLEY, WA 98038
SUITE 3-0 425-432-4401 CONTTL UC. ACEFIPS147P1
ACE
Nnv
It
SYSTEM DESIGN CRITERIA
PER NFPA 13/ORDINARY HAZ. GRP u
PROJECT ARMED FORCES RECRUITING CENTER
349 TUKWILA PY
TUKWILA, WA
CONTRACT int RIVER CITY CONSTRUCTION
FEDERAL WAY, WA
DRWO. TITLE
FIRE SPRINKLER T.L PLANS
DATE 11-2-04
REVISED
CONMR. II 04-2145
349 TUKWILA PKWY
04-S-225
DRAWN BY MM
SCALE AS NOTED
APPROVALS BY C1TY OF RENTON
1 OF t
4 istv
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.: 0223000010
Site Address: 349 Tukwila parkway Suite Number: Floor:
Tenant Name: I -Fly Indoor Skydiving New Tenant? ❑ - Yes ❑ - No
Property Owner's Name: Sky Entertainment
Mailing Address: 14416 150th Ave. SE Renton WA 98059
City State Zip
CONTACT PERSON -if there are questions about the submittal.
Name: Mark Metzger Day Telephone: 253-284-3437
Company Name: Patriot Fire Protection, Inc.
Mailing Address: 2707 70th Ave. E. Tacoma WA 98424
markm@patriotfire.com City State Zip
E-mail Address. Fax Number: 253-2843438
Valuation of Project (contractor's bid price): $ 6.000
Scope of Work (please provide detailed information): add 21 sprinklers to the mechanical service level
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 OWNER 9R AUTHORIZED AGENT:
Signature: !//" Date: 7/1 1/1 1
Print Name: Mark Metzger Day Telephone: 253-284-3437
Plan Permit App.doc 5/14/10 TFD FP Form 8
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: I -Fly
349 Tukwila Parkway
Permit No.: 11-S-150
Date: July 13, 2011
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 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 7-05, section 13.5.6.2.2.
• Provide sprinkler protection beneath all obstructions greater than 4 ft. in width.
• Extend spriinkler protection to all combustible concealed spaces.
• Comply with NFPA 13 obstruction tables.
• Comply with obstructed/non-obstructed construction rules for sprinkler head
placement.
• Sprinkler heads spaced closer than 6 ft. apart must be baffled.
• Modifications involving 20 or more 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 loss of pressure in excess of 1.5 psi for the
24 hours shall be corrected.
• These conditions apply to all sprinkler piping exposed as necessary to
accomplish the permitted scope of work.
All code references are NFPA 13, 2010 Edition.
PATRIOT FIRE PROTECTION, INC
2707 70th AVENUE EAST
TACOMA,WA 98424
HYDRAULIC CALCULATIONS
FOR
FILE NUMBER:
DATE: JUL 11, 2011
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: Ordinary Group 1
DENSITY: .15 gpm/sq. ft.
AREA OF APPLICATION: 1,950 sq. ft.
COVERAGE PER SPRINKLER: 118 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 17 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 336.8 gpm
TOTAL WATER REQUIRED (including hose): 586.8 gpm
FLOW AND PRESSURE (@ BOR): 337gpm @ 83.3psi
SPRINKLER ORIFICE SIZE:
1/2 inch
NAME OF CONTRACTOR: Patriot Fire Protection, Inc.
DESIGN/LAYOUT BY: Mark Metzger
AUTHORITY HAVING JURISDICTION: City of Tukwila
CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF
a fele ,4 t L Pay
1(-S.'"1515
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 )
HRS SYSTEMS, INC.
PETERSBURG, TN 37144
PETERSBURG, TN 37144
Items listed in bold print are automatically transfered from the calculation report
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 7/11/2011 T:\SASS\MARKM\I FLY\ROOF.SDF
JOB TITLE: I Fly Roof
WATER SUPPLY ANALYSIS
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FLOW (GPM)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 7/11/2011 T:\HASS\MARKM\I FLY\ROOF.SDF
JOB TITLE: I Fly Roof
NFPA WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SOURCE 120.0 20.0 13000.0 119.7 586.8 87.6
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 586.8 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 336.8 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
401 64.8 K= 5.60 10.0 17.7
402 64.5 K= 5.60 11.3 18.8
403 64.2 K= 5.60 13.7 20.7
404 62.9 - - - - 22.6
405 64.8 K= 5.60 10.1 17.8
406 64.5 K= 5.60 11.3 18.8
407 64.2 K= 5.60 13.7 20.7
408 62.9 - - - - 22.7 - - -
409 64.4 K= 5.60 10.3 17.9
410 64.2 K= 5.60 11.5 19.0
411 63.9 K= 5.60 14.0 20.9
412 62.5 - - - - 23.0
413 64.4 K= 5.60 10.4 18.1
414 64.2 K= 5.60 11.7 19.2
415 63.9 K= 5.60 14.2 21.1
416 62.3 - - - - 23.4
417 64.4 K= 5.60 10.7 18.3
418 64.2 K= 5.60 12.0 19.4
419 63.9 K= 5.60 14.5 21.3
420 62.3 - - - - 23.9 - - -
421 64.4 - - - - 17.0
422 64.2 K= 5.60 17.1 23.1
423 63.9 K= 5.60 18.2 23.9
424 62.3 - - - - 24.7
425 64.4 24.8
426 64.2 24.9
427 63.9 25.0
428 62.2 25.8
429 62.2 28.4
430 29.7 56.6
431 27.2 63.3
6 14.5 73.8
5 14.5 75.1
4 14.5 76.8
3 14.5 77.1
2 14.5 77.2
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 7/11/2011 T:\HASS\MARKM\I FLY\ROOF.SDF
JOB TITLE: I Fly Roof
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
1 0.5 83.3
DC1 0.0 83.6
DC2 0.0 - - - - 87.6
SOURCE 0.0 SOURCE 87.6 336.8
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 7/11/2011 T:\HASS\MARKM\I FLY\ROOF.SDF
JOB TITLE: I Fly Roof
NFPA PIPE DATA
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 5.60 17.7 Disch 11.00 120 1.3
402 64.5 11.3 0.0 1.000 0.00 -0.1
401 64.8 10.0 17.7 1.049 11.00 0.104 1.1
Pipe: 2 5.60 18.8 Disch 11.00 120 2.4
403 64.2 13.7 17.7 401 1.250 0.00 -0.1
402 64.5 11.3 36.6 1.200 11.00 0.206 2.3
Pipe: 3 5.60 20.7 Disch 4.29 120 9.0
404 62.9 22.6 36.6 402 1.250 E: 3.9 13.48 -0.6
403 64.2 13.7 57.3 1.200 T: 9.6 17.77 0.473 8.4
Pipe: 4 5.60 17.8 Disch 11.00 120 1.3
406 64.5 11.3 0.0 1.000 0.00 -0.1
405 64.8 10.1 17.8 1.049 11.00 0.104 1.1
Pipe: 5 5.60 18.8 Disch 11.00 120 2.4
407 64.2 13.7 17.8 405 1.250 0.00 -0.1
406 64.5 11.3 36.6 1.200 11.00 0.207 2.3
Pipe: 6 5.60 20.7 Disch 4.29 120 9.0
408 62.9 22.7 36.6 406 1.250 E: 3.9 13.48 -0.6
407 64.2 13.7 57.3 1.200 T: 9.6 17.77 0.474 8.4
Pipe: 7 5.60 17.9 Disch 11.00 120 1.3
410 64.2 11.5 0.0 1.000 0.00 -0.1
409 64.4 10.3 17.9 1.049 11.00 0.106 1.2
Pipe: 8 5.60 19.0 Disch 11.00 120 2.4
411 63.9 14.0 17.9 409 1.250 0.00 -0.1
410 64.2 11.5 37.0 1.200 11.00 0.211 2.3
Pipe: 9 5.60 20.9 Disch 3.96 120 9.0
412 62.5 23.0 37.0 410 1.250 E: 3.9 13.48 -0.6
411 63.9 14.0 57.9 1.200 T: 9.6 17.44 0.483 8.4
Pipe: 10 5.60 18.1 Disch 11.00 120 1.3
414 64.2 11.7 0.0 1.000 0.00 -0.1
413 64.4 10.4 18.1 1.049 11.00 0.108 1.2
Pipe: 11 5.60 19.2 Disch 11.00 120 2.5
415 63.9 14.2 18.1 413 1.250 0.00 -0.1
414 64.2 11.7 37.2 1.200 11.00 0.213 2.3
Pipe: 12 5.60 21.1 Disch 3.96 120 9.2
416 62.3 23.4 37.2 414 1.250 E: 3.9 13.48 -0.7
415 63.9 14.2 58.3 1.200 T: 9.6 17.44 0.489 8.5
Pipe: 13 5.60 18.3 Disch 11.00 120 1.3
418 64.2 12.0 0.0 1.000 0.00 -0.1
417 64.4 10.7 18.3 1.049 11.00 0.110 1.2
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 7/11/2011 T:\HASS\MARKM\I FLY\ROOF.SDF
JOB TITLE: I Fly Roof
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 14 5.60 19.4 Disch 11.00 120 2.5
419 63.9 14.5 18.3 417 1.250 0.00 -0.1
418 64.2 12.0 37.7 1.200 11.00 0.218 2.4
Pipe: 15 5.60 21.3 Disch 3.96 120 9.4
420 62.3 23.9 37.7 418 1.250 E: 3.9 13.48 -0.7
419 63.9 14.5 59.0 1.200 T: 9.6 17.44 0.500 8.7
Pipe: 16 0.0 0.0 11.00 120 0.1
422 64.2 17.1 0.0 1.000 0.00 -0.1
421 64.4 17.0 0.0 1.049 11.00 0.000 0.0
Pipe: 17 5.60 23.1 Disch 11.00 120 1.1
423 63.9 18.2 0.0 421 1.250 0.00 -0.1
422 64.2 17.1 23.1 1.200 11.00 0.089 1.0
5.60 23.9 Disch
Pipe: 18 0.0 4.29 120 6.5
424 62.3 24.7 23.1 422 1.250 E: 3.9 13.48 -0.7
423 63.9 18.2 47.0 1.200 T: 9.6 17.77 0.328 5.8
Pipe: 19 0.0 0.0 11.00 120 0.1
425 64.4 24.8 0.0 1.000 0.00 0.1
426 64.2 24.9 0.0 1.049 11.00 0.000 0.0
Pipe: 20 0.0 0.0 11.00 120 0.1
426 64.2 24.9 0.0 1.250 0.00 0.1
427 63.9 25.0 0.0 1.200 11.00 0.000 0.0
Pipe: 21 0.0 0.0 4.29 120 0.7
428 62.2 25.8 0.0 1.250 E: 3.9 13.48 -0.7
427 63.9 25.0 0.0 1.200 T: 9.6 17.77 0.000 0.0
Pipe: 22 0.0 0.0 10.75 120 0.0
408 62.9 22.7 57.3 403 B3.000 0.00 0.0
404 62.9 22.6 57.3 3.260 10.75 0.004 0.0
Pipe: 23 0.0 57.3 404 10.75 120 0.3
412 62.5 23.0 57.3 407 B3.000 0.00 -0.2
408 62.9 22.7 114.6 3.260 10.75 0.013 0.1
Pipe: 24 0.0 114.6 408 10.75 120 0.4
416 62.3 23.4 57.9 411 B3.000 0.00 -0.1
412 62.5 23.0 172.5 3.260 10.75 0.028 0.3
Pipe: 25 0.0 172.5 412 10.75 120 0.5
420 62.3 23.9 58.3 415 B3.000 0.00 0.0
416 62.3 23.4 230.8 3.260 10.75 0.048 0.5
Pipe: 26 0.0 230.8 416 10.75 120 0.8
424 62.3 24.7 59.0 419 B3.000 0.00 0.0
420 62.3 23.9 289.8 3.260 10.75 0.073 0.8
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 7/11/2011 T:\HASS\MARKM\I FLY\ROOF.SDF
JOB TITLE: I Fly Roof
Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 27 0.0 289.8 420 10.75 120 1.1
428 62.2 25.8 47.0 423 B3.000 0.00 0.0
424 62.3 24.7 336.8 3.260 10.75 0.097 1.0
Pipe: 28 0.0 336.8 424
429 62.2 28.4 0.0 427
428 62.2 25.8 336.8
B3.000 2E:20.0
3.260
7.50 120
20.00
27.50 0.097
2.7
0.0
2.7
Pipe: 29 0.0 0.0 75.83 120 28.2
430 29.7 56.6 336.8 428 B3.000 7E:70.0 70.00 -14.1
429 62.2 28.4 336.8 3.260 145.83 0.097 14.1
Pipe: 30
431
430
27.2
29.7
0.0
63.3
56.6
0.0
336.8 429
336.8
2E:20.0 4.50 120 6.7
B3.000 T:20.0 54.00 -1.0
3.260 B:14.0 58.50 0.097 5.6
Pipe: 31 0.0 0.0 97.33 120 10.5
6 14.5 73.8 336.8 430 B4.000 5E:65.0 91.00 -5.5
431 27.2 63.3 336.8 4.260 T:26.0 188.33 0.026 4.9
Pipe: 32
5
6
Pipe: 33
4
5
14.5
14.5
0.0
75.1
73.8
0.0
336.8 431
336.8
0.0 0.0
14.5 76.8 336.8 6
14.5 75.1 336.8
Pipe: 34 0.0 0.0
3 14.5 77.1 336.8 5
4 14.5 76.8 336.8
Pipe: 35
2
3
Pipe: 36
1
2
Pipe: 37
DC1
1
Pipe: 38
DC2
DC1
Pipe: 39
SOURCE
DC2
0.0 0.0
14.5 77.2 336.8 4
14.5 77.1 336.8
0.5
14.5
0.0
0.5
0.0
0.0
0.0
0.0
0.0
83.3
77.2
0.0
83.6
83.3
87.6
83.6
Source
87.6
87.6
0.0
336.8 3
336.8
0.0
336.8 2
336.8
0.0
336.8 1
336.8
0.0
336.8 DC1
336.8
B4.000 3E:39.0
4.260
B4.000
4.260
B6.000 T:38.0
6.357
11.00 120
39.00
50.00 0.026
66.75 120
0.00
66.75 0.026
24.67 120
38.00
62.67 0.004
50.10 120
B8.000 E:21.0 62.00
8.249 T:41.0 112.10 0.001
B8.000 G: 5.0
8.249
14.00 120
5.00
19.00 0.001
1.3
0.0
1.3
1.8
0.0
1.8
0.2
0.0
0.2
0.1
0.0
0.1
6.1
-6.1
0.0
50.00 140 0.3
D8.000 E:31.0 38.00 -0.2
8.390 G: 7.0 88.00 0.001 0.1
Fixed Pressure Loss Device
4.0 psi, 336.8 gpm
28.00 140 0.1
D8.000 T:59.0 66.00 0.0
8.390 G: 7.0 94.00 0.001 0.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 7/11/2011 T:\HASS\MARKM\I FLY\ROOF.SDF
JOB TITLE: I Fly Roof
NOTES (HASS):
(1) Calculations were performed by the HASS 8.1 computer program
under license no. 38081321 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(931) 659-9760
(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 0.111 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 16.7 ft/sec at pipe 15.
PATRIOT FIRE PROTECTION, INC
2707 70th AVENUE EAST
TACOMA,WA 98424
HYDRAULIC CALCULATIONS
FOR
FILE NUMBER:
DATE: JUL 11, 2011
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: Ordinary Group 1
DENSITY: .15 gpm/sq. ft.
AREA OF APPLICATION: 1,950 sq. ft.
COVERAGE PER SPRINKLER: 118 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 17 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 336.8 gpm
TOTAL WATER REQUIRED (including hose): 586.8 gpm
FLOW AND PRESSURE (@ BOR): 337gpm @ 83.3psi
SPRINKLER ORIFICE SIZE: 1/2 inch
NAME OF CONTRACTOR: Patriot Fire Protection, Inc.
DESIGN/LAYOUT BY: Mark Metzger
AUTHORITY HAVING JURISDICTION: City of Tukwila
CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 )
HRS SYSTEMS, INC.
PETERSBURG, TN 37144
PETERSBURG, TN 37144
Items listed in bold print are automatically transfered from the calculation report
DATE: 7/11/2011
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
T:\HASS\MARKM\I FLY\ROOF.SDF
JOB TITLE: I Fly Roof
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 7/11/2011 T:\HASS\MARKM\I FLY\ROOF.SDF
JOB TITLE: I Fly Roof
NFPA WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SOURCE 120.0 20.0 13000.0 119.7 586.8 87.6
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 586.8 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 336.8 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
401 64.8 K= 5.60 10.0 17.7
402 64.5 K= 5.60 11.3 18.8
403 64.2 K= 5.60 13.7 20.7
404 62.9 - - - - 22.6
405 64.8 K= 5.60 10.1 17.8
406 64.5 K= 5.60 11.3 18.8
407 64.2 K= 5.60 13.7 20.7
408 62.9 - - - - 22.7
409 64.4 K= 5.60 10.3 17.9
410 64.2 K= 5.60 11.5 19.0
411 63.9 K= 5.60 14.0 20.9
412 62.5 - - - - 23.0
413 64.4 K= 5.60 10.4 18.1
414 64.2 K= 5.60 11.7 19.2
415 63.9 K= 5.60 14.2 21.1
416 62.3 - - - - 23.4 - - -
417 64.4 K= 5.60 10.7 18.3
418 64.2 K= 5.60 12.0 19.4
419 63.9 K= 5.60 14.5 21.3
420 62.3 - - - - 23.9
421 64.4 - - - - 17.0
422 64.2 K= 5.60 17.1 23.1
423 63.9 K= 5.60 18.2 23.9
424 62.3 - - - - 24.7
425 64.4 24.8
426 64.2 24.9
427 63.9 25.0
428 62.2 25.8
429 62.2 28.4
430 29.7 56.6
431 27.2 63.3
6 14.5 73.8
5 14.5 75.1
4 14.5 76.8
3 14.5 77.1
2 14.5 77.2
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 7/11/2011 T:\HASS\MARKM\I FLY\ROOF.SDF
JOB TITLE: I Fly Roof
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
1 0.5 83.3
DC1 0.0 83.6
DC2 0.0 - - - - 87.6
SOURCE 0.0 SOURCE 87.6 336.8
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 7/11/2011 T:\HASS\MARKM\I FLY\ROOF.SDF
JOB TITLE: I Fly Roof
NFPA PIPE DATA
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 5.60
402 64.5 11.3
401 64.8 10.0
Pipe: 2 5.60
403 64.2 13.7
402 64.5 11.3
Pipe: 3 5.60
404 62.9 22.6
403 64.2 13.7
Pipe: 4 5.60
406 64.5 11.3
405 64.8 10.1
Pipe: 5 5.60
407 64.2 13.7
406 64.5 11.3
Pipe: 6 5.60
408 62.9 22.7
407 64.2 13.7
Pipe: 7 5.60
410 64.2 11.5
409 64.4 10.3
Pipe: 8 5.60
411 63.9 14.0
410 64.2 11.5
Pipe: 9 5.60
412 62.5 23.0
411 63.9 14.0
Pipe: 10 5.60
414 64.2 11.7
413 64.4 10.4
Pipe: 11 5.60
415 63.9 14.2
414 64.2 11.7
Pipe: 12 5.60
416 62.3 23.4
415 63.9 14.2
Pipe: 13 5.60
418 64.2 12.0
417 64.4 10.7
17.7 Disch
0.0
17.7
18.8 Disch
17.7 401
36.6
20.7 Disch
36.6 402
57.3
17.8 Disch
0.0
17.8
18.8 Disch
17.8 405
36.6
20.7 Disch
36.6 406
57.3
17.9 Disch
0.0
17.9
19.0 Disch
17.9 409
37.0
20.9 Disch
37.0 410
57.9
18.1 Disch
0.0
18.1
19.2 Disch
18.1 413
37.2
21.1 Disch
37.2 414
58.3
18.3 Disch
0.0
18.3
11.00 120 1.3
1.000 0.00 -0.1
1.049 11.00 0.104 1.1
11.00 120 2.4
1.250 0.00 -0.1
1.200 11.00 0.206 2.3
4.29 120 9.0
1.250 E: 3.9 13.48 -0.6
1.200 T: 9.6 17.77 0.473 8.4
11.00 120 1.3
1.000 0.00 -0.1
1.049 11.00 0.104 1.1
11.00 120 2.4
1.250 0.00 -0.1
1.200 11.00 0.207 2.3
4.29 120 9.0
1.250 E: 3.9 13.48 -0.6
1.200 T: 9.6 17.77 0.474 8.4
11.00 120 1.3
1.000 0.00 -0.1
1.049 11.00 0.106 1.2
11.00 120 2.4
1.250 0.00 -0.1
1.200 11.00 0.211 2.3
3.96 120 9.0
1.250 E: 3.9 13.48 -0.6
1.200 T: 9.6 17.44 0.483 8.4
11.00 120 1.3
1.000 0.00 -0.1
1.049 11.00 0.108 1.2
11.00 120 2.5
1.250 0.00 -0.1
1.200 11.00 0.213 2.3
3.96 120 9.2
1.250 E: 3.9 13.48 -0.7
1.200 T: 9.6 17.44 0.489 8.5
11.00 120 1.3
1.000 0.00 -0.1
1.049 11.00 0.110 1.2
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 7/11/2011 T:\HASS\MARKM\I FLY\ROOF.SDF
JOB TITLE: I Fly Roof
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 14 5.60 19.4 Disch 11.00 120 2.5
419 63.9 14.5 18.3 417 1.250 0.00 -0.1
418 64.2 12.0 37.7 1.200 11.00 0.218 2.4
Pipe: 15 5.60 21.3 Disch 3.96 120 9.4
420 62.3 23.9 37.7 418 1.250 E: 3.9 13.48 -0.7
419 63.9 14.5 59.0 1.200 T: 9.6 17.44 0.500 8.7
Pipe: 16 0.0 0.0 11.00 120 0.1
422 64.2 17.1 0.0 1.000 0.00 -0.1
421 64.4 17.0 0.0 1.049 11.00 0.000 0.0
Pipe: 17 5.60 23.1 Disch 11.00 120 1.1
423 63.9 18.2 0.0 421 1.250 0.00 -0.1
422 64.2 17.1 23.1 1.200 11.00 0.089 1.0
5.60 23.9 Disch
Pipe: 18 0.0 4.29 120 6.5
424 62.3 24.7 23.1 422 1.250 E: 3.9 13.48 -0.7
423 63.9 18.2 47.0 1.200 T: 9.6 17.77 0.328 5.8
Pipe: 19 0.0 0.0 11.00 120 0.1
425 64.4 24.8 0.0 1.000 0.00 0.1
426 64.2 24.9 0.0 1.049 11.00 0.000 0.0
Pipe: 20 0.0 0.0 11.00 120 0.1
426 64.2 24.9 0.0 1.250 0.00 0.1
427 63.9 25.0 0.0 1.200 11.00 0.000 0.0
Pipe: 21 0.0 0.0 4.29 120 0.7
428 62.2 25.8 0.0 1.250 E: 3.9 13.48 -0.7
427 63.9 25.0 0.0 1.200 T: 9.6 17.77 0.000 0.0
Pipe: 22 0.0 0.0 10.75 120 0.0
408 62.9 22.7 57.3 403 B3.000 0.00 0.0
404 62.9 22.6 57.3 3.260 10.75 0.004 0.0
Pipe: 23 0.0 57.3 404 10.75 120 0.3
412 62.5 23.0 57.3 407 B3.000 0.00 -0.2
408 62.9 22.7 114.6 3.260 10.75 0.013 0.1
Pipe: 24 0.0 114.6 408 10.75 120 0.4
416 62.3 23.4 57.9 411 B3.000 0.00 -0.1
412 62.5 23.0 172.5 3.260 10.75 0.028 0.3
Pipe: 25 0.0 172.5 412 10.75 120 0.5
420 62.3 23.9 58.3. 415 B3.000 0.00 0.0
416 62.3 23.4 230.8 3.260 10.75 0.048 0.5
Pipe: 26 0.0 230.8 416 10.75 120 0.8
424 62.3 24.7 59.0 419 B3.000 0.00 0.0
420 62.3 23.9 289.8 3.260 10.75 0.073 0.8
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 7/11/2011 T:\HASS\MARKM\I FLY\ROOF.SDF
50B TITLE: I Fly Roof
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 27 0.0 289.8 420 10.75 120 1.1
428 62.2 25.8 47.0 423 B3.000 0.00 0.0
424 62.3 24.7 336.8 3.260 10.75 0.097 1.0
Pipe: 28 0.0 336.8 424 7.50 120 2.7
429 62.2 28.4 0.0 427 B3.000 2E:20.0 20.00 0.0
428 62.2 25.8 336.8 3.260 27.50 0.097 2.7
Pipe: 29 0.0 0.0 75.83 120 28.2
430 29.7 56.6 336.8 428 B3.000 7E:70.0 70.00 -14.1
429 62.2 28.4 336.8 3.260 145.83 0.097 14.1
Pipe: 30 0.0 0.0 2E:20.0 4.50 120 6.7
431 27.2 63.3 336.8 429 B3.000 T:20.0 54.00 -1.0
430 29.7 56.6 336.8 3.260 B:14.0 58.50 0.097 5.6
Pipe: 31 0.0 0.0 97.33 120 10.5
6 14.5 73.8 336.8 430 B4.000 5E:65.0 91.00 -5.5
431 27.2 63.3 336.8 4.260 T:26.0 188.33 0.026 4.9
Pipe: 32 0.0 0.0 11.00 120 1.3
5 14.5 75.1 336.8 431 B4.000 3E:39.0 39.00 0.0
6 14.5 73.8 336.8 4.260 50.00 0.026 1.3
Pipe: 33 0.0 0.0 66.75 120 1.8
4 14.5 76.8 336.8 6 B4.000 0.00 0.0
5 14.5 75.1 336.8 4.260 66.75 0.026 1.8
Pipe: 34 0.0 0.0
3 14.5 77.1 336.8
4 14.5 76.8 336.8
Pipe: 35 0.0 0.0
2 14.5 77.2 336.8 4
3 14.5 77.1 336.8
Pipe: 36 0.0 0.0
1 0.5 83.3 336.8 3
2 14.5 77.2 336.8
Pipe: 37 0.0 0.0
DC1 0.0 83.6 336.8 2
1 0.5 83.3 336.8
B6.000 T:38.0
6.357
24.67 120
38.00
62.67 0.004
50.10 120
B8.000 E:21.0 62.00
8.249 T:41.0 112.10 0.001
B8.000 G: 5.0
8.249
14.00 120
5.00
19.00 0.001
0.2
0.0
0.2
0.1
0.0
0.1
6.1
-6.1
0.0
50.00 140 0.3
D8.000 E:31.0 38.00 -0.2
8.390 G: 7.0 88.00 0.001 0.1
Pipe: 38 0.0 Fixed Pressure Loss Device
DC2 0.0 87.6 336.8 1 4.0 psi, 336.8 gpm
DC1 0.0 83.6 336.8
Pipe: 39 Source 0.0
SOURCE 0.0 87.6 336.8 DC1
DC2 0.0 87.6 336.8
28.00 140 0.1
D8.000 T:59.0 66.00 0.0
8.390 G: 7.0 94.00 0.001 0.1
DATE: 7/11/2011
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
T:\HASS\MARKM\I FLY\ROOF.SDF
JOB TITLE: I Fly Roof
NOTES (HASS):
(1) Calculations
under license
were performed by the HASS 8.1 ccinputer program
no. 38081321 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(931) 659-9760
(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 0.111 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 16.7 ft/sec at pipe 15.
ENUE SOUT1-1
it \
r
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11__=111=11=111=111=111111=111=111111111111111=111_-1
I i 111 __ I _ _ __ __ _ _ _ _
1 1 i = 1 1=1 I=11=11=111=111=III_
_IIIIIIIII111 I I I 111IIIi I I I I I I
•
I I-111=111=111=1 i 1=111=111=1 i 1=111=1 I I=1 I I=111=111=111=1 I I—II I—i
-11 I-1 I i-111-111-111-111-111-111-111-111-111-111-11 I-111-111-111-
111=111=111=111-111=1 1 1=111=111=111=111-111=111=111=111=111=111-1
-111=111-111-111-111-111-111-111=111=111-111-111-111=111-111=111-
1111=111=Ti-Ti111-111-111=111=111111-111-111-111=11_111-1
—Ill ill 111=111—III—IV-111=111=111 111=111—ill—Ill-111=111=111-
11=111=111=111=111-111-111=111=111=111=111—I 11=111=111-111-1 I ed
-111=111111=111=111=111=111=111,,-111=111=111=111=111=111=111=1 I i -
it I i i—I i � 1—III_
EXISTING RISER DETAIL
FP -1
SCALE: r=1' -c'
SCALE: 1..1,-0-
U . G.
"=1'-0
Without Comments
As Noted in Red
Per The Attached Letter
7 -, ,,se pians have been reviewed by The Tukwila Fire
,:-rention Bureau for conformance with current City
,dards. Acceptance is subject to errors and
iissions which do not authorize violations of adopted
.Indards and ordinances. The responsibility for the
•.equacy of design rests totally with the designer.
-Jditions, deletions or revisions to these drawings after
alis 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
rhe Tukwila Fire Prevention Bureau.
Date:
By:
4 "i*,c,. I-e,,ofs r�. he��tl. b- ',ore
6 c.h1
r. t-ewt,;Lk
"LKSftI! a' perk,ctIAN't r- -a S��`� ot. delvtne. ,4tfv
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if. _$ 1•„,0ke 4-5 . -ib �e_...011STAliiJ 441,.0)1 r ckiee - e- NFrA 2)-
Y' .C11 t- Fe - ye.,„,„( VicLvtStiras IAAS qfp Q
V h v pvc.vc (t5 �Z✓w..�' .
TUKWILA FIRE DEPARTMENT
Please cal( 206-575-4407 and
give this Fire Permit No.
//-3—«
and exact address for shut-
down
hutdown or restoration approval.
U.G. NOTES
1 THIS SITE PLAN IS FOR REFERENCE ONLY. SEE ARCHITECTURAL
AND CML DRAWINGS FOR ADDITIONAL SITE PLAN INFORMATION.
2 UNDERGROUND PIPING IS EXISTING.
FLOW TEST
STATIC
RESIDUAL
FLOW
SOURCE
LOCATION
120
20
13,000
CITY OF TUKWILA WATER
SITE
NOTICE
Weld stamps must be
inspected before pipe is
hung. Do not paint piping
pr!o.- to hydrostatic test
FILE
COPY
PMD
JUL 11 2011
TUKWILA FIRE
72 Vcr
HANGER LEGEND
A
"U" HOOK
B
COACH SCREW ROD
D
BM. CLAMP W/ "STRAP
E
EYELET
F
HDI—P
G
CEILING FLANGE
H
SIDE BEAM BRACKET
K
SHORT CLIP
M
ALL THREAD ROD
N
TOGGLE NUT
P
POWDER DRIVEN STUD
R
EXPANSION BOLT
S
PIPE SPIKE
T
U
V
W
X
Y
Z
FITTING LEGEND
P PIPE -O -LET
F PLAIN END FIT FITTING
SN GROOVED SHAPED NIPPLE
TSN THREADED SHAPED NIPPLE
---,..- 2 - WAY EARTHQUAKE BRACE
4 WAY
- EARTHQUAKE BRACE
n STRUCTURE PIPE IN TO CINCHESENTER
j`�
SPRINKLER LEGEND
y
aice r
ti ►_-
SPRINKLER
ORIFICE SIZES
AND TYPE
=
O
i
i
c
W
a
W N
1- in
1
5 3 7 1
0
®
1/2
2
16 8 16 2 SPRAY
QOlip1”
Ask
3
17
O
3/4"
4
32 SPRAY
1-
1
3 7 1
<
Q
1/2
2
8 16 2 SIDEWALL
a°
®
1"
1"
DRY TYPE
O
,1"
2
®
40
1"
STATE CERTIFICATION
TEMP RATING
SPRINKLERS
UP AND DOWN
\ OPENING
""1 Na UP
a
m
z3
O 165°
3-
N
Z
a
O
-e- 212°
®
1"
Q 286°
®
1/2
�` s9 ogre
350°
1"
rste. illi»
.n
500°
®
1/2
171W61�
&
APPROVAL REQUIRED
'�L�i�`��j_
�
CITY OF TUKWILA
cagy Decem
SPRINKLER HEADS USED
SYM
MANUF
MODEL
TYPE
THREAD
SIZE
ORIFICE
SIZE
HEAD
FINISH
ESCUTCH
FINISH
TEMP
QTY
TOTAL
XX
QUAUTY CONTROL BY Kevin Marr DATE 4/14/2011 •
APPROVED FOR FABRICATION BY DATE
GENERAL NOTES
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED.
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS
SHOWN THUSLY (1-6) WHICH ARE END TO END.
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH
NFPA PAMPHLET NO. 13, APPLICABLE EDITION
4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH
NFPA PAMPHLET NO. 13, APPLICABLE EDITION.
5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION
6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE
WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION.
7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER
SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING.
8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED
BY OTHERS
9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY OTHERS
10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY OTHERS
DESIGN CRITERIA
r.
PIPE NOTES
REVISIONS
NO
DATE
BY
DESCRIPTION
1
5/31/1 I
MM
ADD 2ND FLK CONTROL VALVE PER TUKWILA
2
7/1 1/I I
MM
ADD SPRINKLERS AT MECH. SERVICE LEVEL
CONTRACT WITH:
RUSHFORTH CONSTRUCTION CO. INC.
6012 12th STREET EAST STE 100
TACOMA, WA 98424
Phil Milionis
PROJECT
NAME:
—FLY
INDOOR SKYDIVING
31/1381—TUKWILA PARKWAY
TUKWILA, WA 98188
349 TUKWILA PKWY
11-S-150
PATRIFP099CF
ATR OT WWW PATRIOTFIRE.COM t
=Inn TEL(253)926 -2290
2707 70TH AVENUE EAST FAX 253 922-6150
TACOMA, WA 98424 ,- bobf®potriotfire.com
DESIGNER
Bob Forsberg.
SHEET
' F pl .
DATE
. April 12, 2011
(
JOB NO.
11-1798 _
OF
1 4,_
�AA�
104"0 II1 g" 16' —
1
ft
7
-177 01 0
ROOF
--------------
•
431,
'f8X1
/
x I W8X10
TOLCO AG 75
ATR. RESTRAINT ATR
LENGTH =1.4 TIMES
HANGER ROD LENGTH.
MAX LENGTH 30'
j67
00
03
16X67
<3,
W6X15
:148X10
W8X10
r -w
'418X10 8X10 1
4r,
W6X15,
COSYk
0
!(
i
1.8
2.5
1---�--_----
--- z1i
\
�.
//
CONFIRMML
2.
CATION AND fi
IZE OF Oif
R CVLL£C
-- --_
00
03
16X67
<3,
W6X15
:148X10
W8X10
r -w
'418X10 8X10 1
4r,
W6X15,
COSYk
0
!(
i
1.8
2.5
1---�--_----
--- z1i
\
/ j i
j
vr,t
W1 X33
-- --_
LOW
LOW ROOF LEVEL
WEDGE ANCHOR AT
1ST FLOOR
SAMMY X -PRESS 20
AT 2ND FLOOR
ATR PER PLAN
r RING HANGER w/
SURGE RESTRAINT
CLIP
END OF LINE RESTRAINT
2" DEEP 20 GAGE PAN DECK WITH
3" OF CONCRETE ON TOP AT FOR
2ND FLOOR DECK. 5" TOTAL THICKNESS.
3" DEEP 18 GAGE PAN DECK AT
LOWER ROOF DECK.
SCALE: 1/8"=1•-0"
1111
e"N
II
II
II
II
4.5
5.2
AA
13' —104"0'-187" 16' 9
36-
II
1
If
0 0
7
ROOF
W27
1.8
6X15 \'r /6X15
W16X67
W8X10
I�0-EDF OPE
PER S 1 -EO O5
BOD
\ \ �Fs 7
t, 16X-35
11/4
9-10
11/4 W16X6
T
al
W6X15
.1-0
W6X15
3.5
REMOTE AREA
(.15/1,9500
SYSTEM DEMAND:
337 GPM @ 83.3 PSI
AT BASE OF RISER
11-0 e'—'L) 11-0
27X8---
4.5
5.2
W10X33
WIDE FLANGE BEAM
PER PLAN.
SERVICE LEVEL
II
II
II
II
II
II
SCALE: 1/8"=1'-0"
GENERAL NOTES
1 NOT USED
2 TYPICAL HANGER TO BE SAMMY X -PRESS OR BEAM CLAMP, ATR AND RING HANGER.
3 ALL WELDED PIPE TO BE IMPRESSION STAMPED.
4 ALL SERVICE LEVEL PIPING IS GALVANIZED.
TOLCO FIG 828 TO BUILDING
TO BUILDING STRUCTURE.
TOLCO FIG 980 EQ. END.
45'-60'
FROM VERTICAL
TOLCO FIG 4L
TO PIPE.
LONGITUDNAL EQ BRACE
NTS
WIDE FLANGE BEAM
PER PLAN.
TOLCO FIG 828 TO BUILDING
TO BUILDING STRUCTURE.
TOLCO FIG 980 EQ. END.
45'-60'
FROM VERTICAL
TOLCO FIG 1001
TO PIPE.
LATTERAL EQ BRACE
NTS
P"N
Lop
N
N
0
N)
CV
LOICD
A
B
D
E
F
G
H
K
M
N
P
R
S
HANGER LEGEND
"U" HOOK
COACH SCREW ROD
BM. CLAMP W/10"STRAP
EYELET
HDI—P
CEILING FLANGE
SIDE BEAM BRACKET
SHORT CLIP
ALL THREAD ROD
TOGGLE NUT
POWDER DRIVEN STUD
EXPANSION BOLT
PIPE SPIKE
T
U
V
W
X
SAMMY X—PRESS XP 20
Y
Z
FITTING LEGEND
P PIPE -0 -LET
F PLAIN END FIT FITTING
SN
GROOVED SHAPED NIPPLE
TSN THREADED SHAPED NIPPLE
2 - WAY EARTHQUAKE BRACE
4 - WAY EARTHQUAKE BRACE
STRUCTURE TO CENTER
UNE OF PIPE IN INCHES
SPRINKLER LEGEND
C N
O
a. =
tn1-
SPRINKLER
ORIFICE SIZES
AND TYPE
0
t�
re
a
Z
z
z
W
a
W
N
1-U,
2
5 3 7 1 SPRAY
16 8 16 2
0
O
•
3
4
17
32
SPRAY
❑O
•
2
8 7 1
8 16 2 SIDEWALL
d
1/2
1"
3/4"
1"
1/2
a
1"
2
DRY TYPE
O
1-
1.
1"
STATE CERTIFICATION
TEMP RATING
O 1650
— e— 212°
O 286°
agE 350°
500°
z
tn
WIC
O
z O
Z Z
a
a.
N j
0
za
a
0
J
m
1
}
N
1/2"
a
z Z
�3
zp
W O
O
1"
1"
1"
1/2"
1/2
1"
1/2
APPROVAL REQUIRED
CITY OF TUKWILA
SPRINKLER HEADS USED
SYM
MANUF
MODEL
TYPE
THREAD
SIZE
ORIFICE
SIZE
HEAD
FINISH
ESCUTCH
FINISH
TEMP
QTY
-e-
RELUIBIE
F1FR.
WNW
I•
2
5.6K
BRONZE
200'
8
TOTAL
QUALITY CONTROL BY DATE
APPROVED FOR FABRICATION BY DATE
GENERAL NOTES
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED.
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS
SHOWN THUSLY (1-6) WHICH ARE END TO ENO.
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH
NFPA PAMPHLET NO. 13, APPUCABLE EDITION
4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH
NFPA PAMPHLET NO. 13, APPUCABLE EDITION.
5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION
6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE
WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION.
7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER
SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING.
8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED
BY - OTHERS
9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY OTHERS
10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY OTHERS
DESIGN CRITERIA
1 DESIGNED PER NFPA 13, 2010 EDITION.
2 ORDINARY HAZARD GROUP I
PIPE NOTES
1 ALL THREADED PIPE TO BE GALVANIZED SCH 40.
2 ALL WELDED PIPE TO BE GALVANIZED SCH 10.
3 ALL WELDED PIPE TO BE IMPRESSION STAMPED.
REVISIONS
NO
DATE
BY
DESCRIPTION
CONTRACT WITH:
RUSHFORTH CONSTRUCTION CO. INC.
6012 12th STREET EAST STE 100
TACOMA, WA 98424
Phil Milionis
PROJECT NAME:
I—FLY
INDOOR SKYDIVING
-WI TUKWILA PARKWAY
TUKWILA, WA 98188
ATRI
2707 70TH AVENUE EAST
TACOMA, WA 98424
PATRIFP099CF
OT WWW.PATRIOTFIRE.COM
TEL (253) 926-2290
FAX (253) 922-6150
bobfepatriotfire.com
DESIGNER
MARK METZGER
SHEET
DATE
JULY 7, 2011
JOB NO.
11-1798
3 of 3
FP3
Pacific Rim
Fire Code Consulting, PLLC
April 29, 2011
Bob Forsberg
Patriot Fire Protection, Inc.
2707 70th Ave E
Tacoma, WA 98424
Project: I -Fly Indoor Skydiving
3y�
,39-1 Tukwila Parkway
Tukwila, WA 98188
Subject: Independent Third Party Review — Modification of Fire Sprinkler System
Dear Mr. Forsberg:
As requested, 1 have performed an Independent Third Party Plan Review on the fire sprinkler system
modification for the above referenced project. The following were reviewed:
• Fire Sprinkler Drawing — Sheets FP -1 and FP -2 dated April 12, 2011 bearing your State of WA Level
I11 stamp
• Hydraulic Calculations dated 4/14/2011 bearing your State of WA Level 111 stamp
The documents were reviewed for compliance with the 2010 edition of 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. Review was based on design criteria provided by Patriot Fire of 0.15gpm/s.f. over 1500s.f. Review
is limited to the addition for the I -Fly space.
2. Per Patriot Fire an existing backflow prevention device is assumed to be installed outside in the
vault. If there is not an existing backflow prevention device and one is added, the hydraulic
calculations will need to be updated to reflect the additional friction loss. The safety margin
available based on the current calculations and reported water supply should easily
accommodate the addition.
3. An additional sprinkler is needed at the north end of Hallway 109 on the first floor to provide
proper spacing to the north wall. Patriot Fire has indicated that this sprinkler will be added prior
to submittal to the Tukwila Fire Department.
Pacific Rim
Fire Code Consulting, PLLC
4. The detail call -out on Sheet FP2 to detail "B/FP1" needs to be changed to call out detail "C/FP1"
to properly indicate the standpipe detail. This call -out occurs at the stairway in the NW corner of
the space on both the first and second floor plans. Patriot Fire has indicated that this changed
will be made prior to submittal to the Tukwila Fire Department.
A resubmittal to PRFCC is not required provided the above comments are addressed to the satisfaction
of Tukwila Fire Department.
The comments made above do not relieve the contractor from compliance with requirements of
contract drawings, specifications, codes or standards. PRFCC has performed a review of the submittal for
general conformance with the standards referenced. Please contact me at 360-259-1627 or
anderson@prfcc.com with any questions regarding this review.
Sincerely,
Pacific Rim Fire Code Consulting, PLLC
Carl Anderson, PE
Principal, WA PE License 31714 (Fire Protection Engineering)
t-tg1a�y
PATRIOT FIRE PROTECTION, INC
2707 70th AVENUE EAST
TACOMA,WA 98424
HYDRAULIC CALCULATIONS
FOR
I -Fly
Tukwilia, WA
FILE NUMBER:
DATE: APR 14, 2011
/<-5-OV
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: Ordinary Hazard
DENSITY: .15 gpm/sq. ft.
AREA OF APPLICATION: 1500 sq. ft.
COVERAGE PER SPRINKLER: 126 sq. ft. max
NUMBER OF SPRINKLERS CALCULATED: 21 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 478.3 gpm
TOTAL WATER REQUIRED (including hose): 728.4 gpm
FLOW AND PRESSURE (@ BOR, Node 1) 478.4 gpm @ 74..4 psi
SPRINKLER ORIFICE SIZE: 5.6 K
NAME OF CONTRACTOR: Patriot Fire Protection
DESIGN/LAYOUT BY: Bob Forsberg
AUTHORITY HAVING JURISDICTION: City of Tukwila
CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321)
HRS SYSTEMS, INC.
PETERSBURG, TN 37144
PETERSBURG, TN 37144
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE .4/14/2011
JOB TITLE: I Fly 2nd Floor
WATER SUBTLY DATA
T:\HASS\BOBF\I-FLY 2ND FLOOR.SDF
STATIC RESID. FLOW AVAIL. TOTAL REQ'D
PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
(PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
CITY 120.0
20.0 13000.0 119.5 728.4 82.9
Required pressure is 36.6 psi (31%) less than available pressure.
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 728.4 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 478.4 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
CITY 0.0 SOURCE 82.9 478.4
DC1 0.0 - - - - 82.8
DC2 0.0 74.8
1 0.5 74.4
2 13.0 68.9
3 14.5 68.0
4 14.5 67.5
5 14.5 62.4
6 14.5 61.5
10 14.5 60.2
11 14.5 51.8
12 14.5 47.5
20 26.8 37.8
30 26.8 35.6
31 26.8 27.8
32 26.8 26.8
33 26.8 26.2
34 26.8 26.1
35 26.8 25.9
35A 26.8 25.8
36 26.8 25.2
37 26.8 24.8
41 26.8 18.3
42 26.8 14.9
43 26.8 13.0
44 26.8 9.9
45 26.8 23.1
46 26.8 23.0
47 26.8 22.3
48 26.8 19.9
49 37.5 - - - - 11.5
S200 26.8 K= 5.60 23.1 26.9
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 4/14/2011 T:\HASS\BOBF\I-FLY 2ND FLOOR.SDF
JOB TITLE: I Fly 2nd Floor
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
5201 26.8 K= 5.60 21.3 25.8
S202 26.8 K= 5.60 25.3 28.2
5203 26.8 K= 5.60 25.1 28.0
S204 26.8 K= 5.60 26.2 28.7
5205 26.8 K= 5.60 14.4 21.2
S206 26.8 K= 5.60 13.1 20.2
5207 26.8 K= 5.60 11.7 19.1
S208 26.8 K= 5.60 10.6 18.2
5209 26.8 K= 5.60 10.1 17.8
S210 26.8 K= 5.60 9.2 17.0
S211 26.8 K= 5.60 8.4 16.3
S212 26.8 K= 5.60 7.6 15.5
S213 24.4 K= 5.60 23.2 27.0
S214 24.4 K= 5.60 23.0 26.9
S215 26.8 K= 5.60 25.7 28.4
S216 24.4 K= 5.60 22.4 26.5
S217 37.8 K= 5.60 8.3 16.2
S218 38.8 K= 5.60 7.0 14.8
S219 26.8 K= 5.60 24.7 27.8
5220 26.8 K= 5.60 24.7 27.8
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 4/14/2011 T:\HASS\BOBF\I-FLY 2ND FLOOR.SDF
JOB TITLE: I Fly 2nd Floor
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: 1 478.4 8.390 PL 25.00 PF 0.1
CITY 0.0 SRCE 82.9 (N/A) 2.8 140 FTG TG PE 0.0
DC1 0.0 0.0 82.8 0.0 0.001 TL 91.00 PV
Pipe: 2 FIXED PRESSURE LOSS DEVICE
DC1 0.0 0.0 82.8 0.0 8.0 psi, 478.3 gpm
DC2 0.0 0.0 74.8 0.0
Pipe: 3 478.3 8.390 PL 53.00 PF 0.1
DC2 0.0 0.0 74.8 0.0 2.8 140 FTG EG PE -0.2
1 0.5 0.0 74.4 0.0 0.001 TL 91.00 PV
Pipe: 4 478.3 7.981 PL 13.04 PF 0.1
1 0.5 0.0 74.4 0.0 3.1 120 FTG A PE -5.4
2 13.0 0.0 68.9 0.0 0.002 TL 44.04 PV
Pipe: 5 478.3 7.981 PL 50.58 PF 0.2
2 13.0 0.0 68.9 0.0 3.1 120 FTG ET PE -0.6
3 14.5 0.0 68.0 0.0 0.002 TL 103.58 PV
Pipe: 6 478.3 6.065 PL 24.75 PF 0.5
3 14.5 0.0 68.0 0.0 5.3 120 FTG T PE 0.0
4 14.5 0.0 67.5 0.0 0.009 TL 54.75 PV
Pipe: 7 478.3 4.026 PL 66.83 PF 5.1
4 14.5 0.0 67.5 0.0 12.1 120 FTG E PE 0.0
5 14.5 0.0 62.4 0.0 0.066 TL 76.83 PV
Pipe: 8 478.3 4.260 PL 5.50 PF 0.9
5 14.5 0.0 62.4 0.0 10.8 120 FTG E PE 0.0
6 14.5 0.0 61.5 0.0 0.050 TL 18.50 PV
Pipe: 9 478.3 4.260 PL 13.33 PF 1.3
6 14.5 0.0 61.5 0.0 10.8 120 FTG E PE 0.0
10 14.5 0.0 60.2 0.0 0.050 TL 26.33 PV
Pipe: 10 478.3 3.260 PL 25.67 PF 8.4
10 14.5 0.0 60.2 0.0 18.4 120 FTG T PE 0.0
11 14.5 0.0 51.8 0.0 0.185 TL 45.67 PV
Pipe: 11 478.3 3.260 PL 2.92 PF 4.2
11 14.5 0.0 51.8 0.0 18.4 120 FTG T PE 0.0
12 14.5 0.0 47.5 0.0 0.185 TL 22.92 PV
Pipe: 12 478.3 3.260 PL 13.75 PF 4.4
12 14.5 0.0 47.5 0.0 18.4 120 FTG E PE -5.3
20 26.8 0.0 37.8 0.0 0.185 TL 23.75 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 4/14/2011 T:\HASS\BOBF\I-FLY 2ND FLOOR.SDF
JOB TITLE: I Fly 2nd Floor
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: 13 478.3 3.260 PL 2.00 PF 2.2
20 26.8 0.0 37.8 0.0 18.4 120 FTG E PE 0.0
30 26.8 0.0 35.6 0.0 0.185 TL 12.00 PV
Pipe: 14 478.3 3.260 PL 22.25 PF 7.8
30 26.8 0.0 35.6 0.0 18.4 120 FTG T PE 0.0
31 26.8 0.0 27.8 0.0 0.185 TL 42.25 PV
Pipe: 15 425.6 3.260 PL 6.50 PF 1.0
31 26.8 0.0 27.8 0.0 16.4 120 FTG ---- PE 0.0
32 26.8 0.0 26.8 0.0 0.149 TL 6.50 PV
Pipe: 16 369.4 3.260 PL 5.25 PF 0.6
32 26.8 0.0 26.8 0.0 14.2 120 FTG ---- PE 0.0
33 26.8 0.0 26.2 0.0 0.115 TL 5.25 PV
Pipe: 17 224.0 3.260 PL 0.42 PF 0.0
33 26.8 0.0 26.2 0.0 8.6 120 FTG ---- PE 0.0
5204 26.8 5.6 26.2 28.7 0.045 TL 0.42 PV
Pipe: 18 195.4 3.260 PL 3.92 PF 0.1
5204 26.8 5.6 26.2 28.7 7.5 120 FTG ---- PE 0.0
34 26.8 0.0 26.1 0.0 0.035 TL 3.92 PV
Pipe: 19 168.4 3.260 PL 7.42 PF 0.2
34 26.8 0.0 26.1 0.0 6.5 120 FTG ---- PE 0.0
35 26.8 0.0 25.9 0.0 0.027 TL 7.42 PV
Pipe: 20 141.5 3.260 PL 3.00 PF 0.1
35 26.8 0.0 25.9 0.0 5.4 120 FTG ---- PE 0.0
35A 26.8 0.0 25.8 0.0 0.019 TL 3.00 PV
Pipe: 21 141.5 2.157 PL 0.67 PF 0.1
35A 26.8 0.0 25.8 0.0 12.4 120 FTG ---- PE 0.0
S215 26.8 5.6 25.7 28.4 0.145 TL 0.67 PV
Pipe: 22 113.1 2.157 PL 5.58 PF 0.5
S215 26.8 5.6 25.7 28.4 9.9 120 FTG ---- PE 0.0
36 26.8 0.0 25.2 0.0 0.096 TL 5.58 PV
Pipe: 23 86.6 2.157 PL 6.92 PF 0.4
36 26.8 0.0 25.2 0.0 7.6 120 FTG ---- PE 0.0
37 26.8 0.0 24.8 0.0 0.059 TL 6.92 PV
Pipe: 24 55.6 2.157 PL 2.50 PF 0.1
37 26.8 0.0 24.8 0.0 4.9 120 FTG ---- PE 0.0
S219 26.8 5.6 24.7 27.8 0.026 TL 2.50 PV
Pipe: 25 27.8 2.157 PL 7.83 PF 0.1
S219 26.8 5.6 24.7 27.8 2.4 120 FTG ---- PE 0.0
5220 26.8 5.6 24.7 27.8 0.007 TL 7.83 PV
i
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 4/14/2011 T:\HASS\BOBF\I-FLY 2ND FLOOR.SDF
JOB TITLE: I Fly 2nd Floor
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 52.7 1.049 PL 0.96 PF 4.7
31 26.8 0.0 27.8 0.0 19.6 120 FTG T PE 0.0
S200 26.8 5.6 23.1 26.9 0.783 TL 5.96 PV
Pipe: 26A 25.8 1.049 PL 9.00 PF 1.9
5200 26.8 5.6 23.1 26.9 9.6 120 FTG ---- PE 0.0
S201 26.8 5.6 21.3 25.8 0.209 TL 9.00 PV
Pipe: 27 56.2 1.610 PL 5.67 PF 1.5
32 26.8 0.0 26.8 0.0 8.9 120 FTG T PE 0.0
5202 26.8 5.6 25.3 28.2 0.109 TL 13.67 PV
Pipe: 28 28.0 1.610 PL 9.00 PF 0.3
5202 26.8 5.6 25.3 28.2 4.4 120 FTG ---- PE 0.0
5203 26.8 5.6 25.1 28.0 0.030 TL 9.00 PV
Pipe: 29 145.3 1.610 PL 4.50 PF 7.9
33 26.8 0.0 26.2 0.0 22.9 120 FTG T PE 0.0
41 26.8 0.0 18.3 0.0 0.634 TL 12.50 PV
Pipe: 30 103.9 1.610 PL 10.00 PF 3.4
41 26.8 0.0 18.3 0.0 16.4 120 FTG ---- PE 0.0
42 26.8 0.0 14.9 0.0 0.340 TL 10.00 PV
Pipe: 31 66.5 1.380 PL 6.08 PF 1.9
42 26.8 0.0 14.9 0.0 14.3 120 FTG ---- PE 0.0
43 26.8 0.0 13.0 0.0 0.316 TL 6.08 PV
Pipe: 32 31.7 1.049 PL 10.00 PF 3.1
43 26.8 0.0 13.0 0.0 11.8 120 FTG ---- PE 0.0
44 26.8 0.0 9.9 0.0 0.306 TL 10.00 PV
Pipe: 33 41.5 1.049 PL 2.83 PF 3.9
41 26.8 0.0 18.3 0.0 15.4 120 FTG T PE 0.0
5205 26.8 5.6 14.4 21.2 0.501 TL 7.83 PV
Pipe: 34 20.2 1.049 PL 10.00 PF 1.3
S205 26.8 5.6 14.4 21.2 7.5 120 FTG ---- PE 0.0
S206 26.8 5.6 13.1 20.2 0.133 TL 10.00 PV
Pipe: 35 37.3 1.049 PL 2.83 PF 3.2
42 26.8 0.0 14.9 0.0 13.9 120 FTG T PE 0.0
S207 26.8 5.6 11.7 19.1 0.413 TL 7.83 PV
Pipe: 36 18.2 1.049 PL 10.00 PF 1.1
S207 26.8 5.6 11.7 19.1 6.8 120 FTG ---- PE 0.0
5208 26.8 5.6 10.6 18.2 0.109 TL 10.00 PV
Pipe: 37 34.8 1.049 PL 2.83 PF 2.8
43 26.8 0.0 13.0 0.0 12.9 120 FTG T PE 0.0
S209 26.8 5.6 10.1 17.8 0.362 TL 7.83 PV
DATE: 4/14/2011
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
T:\HASS\BOBF\I-FLY 2ND FLOOR.SDF
JOB TITLE: I Fly 2nd Floor
PIPE TAG Q(GPM)
END ELEV. NOZ. PT DISC. VEL(FPS)
NODES (FT) (K) (PSI) (GPM)
Pipe: 38
S209 26.8
5210 26.8
Pipe: 39
44 26.8
S211 26.8
Pipe: 40
S211 26.8
S212 26.8
Pipe: 41
34 26.8
45 26.8
Pipe: 42
45 26.8
S213 24.4
Pipe: 43
35 26.8
46 26.8
Pipe: 44
46 26.8
S214 24.4
Pipe: 45
36 26.8
47 26:8
Pipe: 46
47 26.8
S216 24.4
Pipe: 47
37 26.8
48 26.8
Pipe: 48
48 26.8
49 37.5
Pipe: 49
49 37.5
S217 37.8
Pipe: 50
S217 37.8
S218 38.8
5.6 10.1
5.6 9.2
0.0 9.9
5.6 8.4
5.6 8.4
5.6 7.6
0.0 26.1
0.0 23.1
0.0 23.1
5.6 23.2
0.0 25.9
0.0 23.0
0.0 23.0
5.6 23.0
0.0 25.2
0.0 22.3
0.0 22.3
5.6 22.4
0.0 24.8
0.0 19.9
0.0 19.9
0.0 11.5
0.0 11.5
5.6 8.3
5.6 8.3
5.6 7.0
DIA(IN) LENGTH
HW(C) (FT)
FL/FT
17.0 1.049 PL
17.8 6.3 120 FTG
17.0 0.096 TL
31.7
0.0 11.8
16.3
1.049 PL
120 FTG
0.306 TL
PRESS.
SUM.
(PSI)
10.00 PF 1.0
---- PE 0.0
10.00 PV
2.83 PF 1.5
E PE 0.0
4.83 PV
15.5 1.049 PL 10.00 PF 0.8
16.3 5.7 120 FTG ---- PE 0.0
15.5 0.081 TL 10.00 PV
27.0 1.049 PL 7.92 PF 2.9
0.0 10.0 120 FTG T PE 0.0
0.0 0.226 TL 12.92 PV
27.0 1.049 PL
0.0 10.0 120 FTG
27.0 0.226 TL
2.33 PF 1.0
E PE 1.0
4.33 PV
26.9 1.049 PL 7.92 PF 2.9
0.0 10.0 120 FTG T PE 0.0
0.0 0.225 TL 12.92 PV
26.9 1.049 PL
0.0 10.0 120 FTG
26.9 0.225 TL
2.33 PF 1.0
E PE 1.0
4.33 PV
26.5 1.049 PL 7.92 PF 2.8
0.0 9.8 120 FTG T PE 0.0
0.0 0.219 TL 12.92 PV
26.5 1.049 PL
0.0 9.8 120 FTG
26.5 0.219 TL
31.0 1.049 PL
0.0 11.5 120 FTG
0.0 0.292 TL
31.0 1.049 PL
0.0 11.5 120 FTG
0.0 0.292 TL
31.0
0.0 11.5
16.2
1.049 PL
120 FTG
0.292 TL
14.8 1.049 PL
16.2 5.5 120 FTG
14.8 0.075 TL
2.33 PF 0.9
E PE 1.0
4.33 PV
11.67 PF 4.9
T PE 0.0
16.67 PV
10.75 PF 3.7
E PE -4.7
12.75 PV
6.50 PF 3.1
2E PE -0.1
10.50 PV
12.00 PF 0.9
---- PE -0.4
12.00 PV
DATE: 4/14/2011
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
T:\HASS\BOBF\I-FLY 2ND FLOOR.SDF
JOB TITLE: I Fly 2nd Floor
NOTES (HASS):
(1) Calculations
under license
were performed by the HASS 8.1 computer program
no. 38081321 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(931) 659-9760
(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 0.130 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 22.9 ft/sec at pipe 29.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: A
Diameter
(in)
1.049
1.380
1.610
4.026
6.065
7.981
MATERIAL: S40 HWC: 120
Equivalent Fitting Lengths in Feet
E T L C B G A
Ell Tee LngEll ChkVly BfyVly GatVly AlmChk
D N
DPV1v NPTee
R
2.00
1.00
3.00
1.00
4.00
1.00
10.00
0.00
14.00
0.00
18.00
0.00
5.00
6.00
8.00
20.00
30.00
35.00
2.00 5.00 6.00 1.00 10.00 10.00
2.00 7.00 6.00 1.00 10.00 10.00
2.00 9.00 6.00 1.00 10.00 10.00
5.00
6.00
8.00
6.00 22.00 12.00 2.00 20.00 20.00 20.00
9.00 32.00 10.00 3.00 28.00 28.00 30.00
13.00 45.00 12.00 4.00 31.00 31.00 35.00
4
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 4/14/2011 T:\HASS\BOBF\I-FLY 2ND FLOOR.SDF
JOB TITLE: I Fly 2nd Floor
PAGE: B MATERIAL: THNWL HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee
2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00
3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00
4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00
PAGE: D MATERIAL: DIRON HWC: 140
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
Ell Tee LngEll ChkVly BfyVly GatVly NPTee
8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00
DATE: 4/14/2011
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10
T:\HASS\BOBF\I-FLY 2ND FLOOR.SDF
JOB TITLE: I Fly 2nd Floor
WATER SUPPLY ANALYSIS
E
a
tyl0
•q
oz
ow
oW
ria
0
-ri
4J
m
4)
Available
ri N
ri
O 0 0
•
O N C
V' ri CO4.0
0
o gC (9 W w r W v) U) oG W a u) -r-I
0
00
N
0
0
0
0
0
co
0
0
— N
r-4
r -I
0
0
--C4.
0
rI
O
O E
rd W
01 4,9
0
0
m
N
0
0
411
0
0
N
in
0
0
O>
CO
0
0
l0
N
3
O
a
4..
/<
/7 /
8" CITY WATER MAIN
TUKWILA PARKWAY (5. 1 58th STREET) M Z
W
cc
EXISTING FDC -
EXISTINGI POST /
INDICATOR VALVE -
w
04
LL
CD
37-6'
25-0' /
I
37-G.
•
O
EXISTING MECHANICAL SPRINKLER ALARM
28.0
26'-0'
280.
26'-0'
2
n
L
n
E<151:NG —
INTERIOR
DEM151NG
WAL
I
BUILDING # 1
_ 27.05' FINISH FLOOR.
O
•
DEW ICH 40
=AL
I
W
z
OZ
EXISTING :
INTERIOR
DEMi51NG
WALL
1!
`C\
fi
SITE PLAN
SCALE: 1"=20'
STAIR TOWER WITH STANDPIPE.
BREAK
ROOM
`—WIDE FLANGE BEAM
SUPPORTING 3" DEEP
18 GAGE PAN DECKING
w/ RIGID INSULATION
AND ROOFING ON TOP.
WIDE FLANGE BEAM
SUPPORTING 2" DEEP
PAN DECKING w/ 3"
OF CONCRETE ON TOP.
5" TOTAL THICKNESS.,
BUILDING SECTION
SCALE: 4"=1'-0"
8X3-2
,16
cv,cAu'va ,10
RISER LEGEND
Bp EXISTING RISER DETAIL
(Fp-,
•
2r POITER-ROBAER
4065 HOSE VALVE
4065 HOSE VALVE
4X2-11
2" poi. WElDED ON.
4X4-6
ACCEPTED
El Without Comments
ar As Noted in Red
Per The Attached Letter
These 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
standards 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 st.41>pct to field test and inspection by
The Tukwila Fire Prevention Bureau.
TUKWILA FIRE DEPARTMENT
Please call 206-575-4407 arid
give this Fire Permit No.
end exac.:: az!dress for shut-
down or re,zZoraticn g_pprovaL
(FP—)
STANDPIPE DETAIL
U.G. NOTES
1 THIS SITE PLAN IS FOR REFERENCE ONLY. SEE ARCHITECTURAL
AND CIVIL DRAWINGS FOR ADDITIONAL SITE PLAN INFORMATION.
2 UNDERGROUND PIPING IS EXISTING.
fLOW TEST
STATIC
RESIDUAL
FLOW
SOURCE
LOCATION
120
20
13,000
CITY OF TUKWILA WATER
SITE
PAID
MI -3 2011
e7z07 #3/2-7
NOTICE
Weld stamps must be
inspected before pipe is
hung. Do not paint piping
prior to hydrostatic test
Da
— 0313
e
tizzza
HANGER LEGEND
A
"U" HOOK
B
COACH SCREW ROD
D
BM. CLAMP W/ "STRAP
E
EYELET
F
HDI -P
G
CEILING FLANGE
H
SIDE BEAM BRACKET
K
SHORT CLIP
M
ALL THREAD ROD
N
TOGGLE NUT
P
POWDER DRIVEN STUD
R
EXPANSION BOLT
S
PIPE SPIKE
T
V
Zi
FITTING LEGEND
P PIPE -0 -LET
F PLAIN END FIT FITTING
SN GROOVED SHAPED NIPPLE
TSN THREADED SHAPED NIPPLE
4 - WAY EARTHQUAKE BRACE
SPRINKLER LEGEND
Y ex
En x
SPRINKLER
ORIFICE SIZES
I--
c.,
I—
La
LA 1,1
lip
1
4
32 SPRAY
STATE CERTIFICATION
TEMP RATING
SPRINKLERS
UP AND DOWN
o
_1
o
Lal
Lt.1
1116aEgli ..
APPROVAL REQUIRED
ugh Dect.
SPRINKLER HEADS USED
SYM
MANUF
MODEL
TYPE
THREAD
SIZE
ORIFICE
SIZE
I HEAD
FINISH
ESCUTCH I TEmp
FINISH ,
Q;.y
TOTAL
XX
QUALITY CONTROL BY Kevin Marr DATE 4/14/2011
APPROVED FOR FABRICATION BY DATE
GENERAL NOTES
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED.
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS
SHOWN THUSLY (1-6) WHICH ARE END TO END.
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH
NFPA PAMPHLET NO. 13, APPLICABLE EDITION
4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH
NFPA PAMPHLET NO. 13, APPLICABLE EDITION.
5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION
6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE
WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION.
7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER
SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING.
8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED
BY OTHERS
9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY OTHERS
10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED
By OTHERS
DESIGN CRITERIA
PIPE NOTES
REVISIONS
NO
DATE
BY
DESCRIPTION
CONTRACT WITH:
RUSHFORTH CONSTRUCTION CO. INC.
6012 12th STREET EAST STE 100
TACOMA, WA 98424
Phil Milianis
PROJECT
NAME:
I -FLY
INDOOR SKYDIVING
TUKWILA, WA 98188
349 TUKVVILA PKWY
11-S-097
ATRI0T WWW.PATRIOTFIRE.COM
RE 10. TEL (253) 926-2290
2707 70TH AVENUE EAST FAX (253) 922-6150
TACOMA, WA 98424 bobf@patriotfire.com
DESIGNER
Bob Forsberg
SHEET
FPI
DATE
April 12, 2011
OF 2
JOB NO.
11-1798
I
ST g ( SeH- 40--BEIST f3" CH -140--`'
o
TO__ I LET
r 1
U
N
it
II
'1
TOILET
L i
Istin
8 14X4-7 -9
0'-9'
1X3 -
men's
room
105
RETURN -AIR TOWER - REF
DRAWINGS FOR -INTERNAL FE
ER TO SKYVENTURE
ATURES,AND FINISHES
01•
riv
205
CLG 07x ,rr hallw;
women's
restroom
103
women's
rest room
204
16'd
(7.1BOD-AFFILI
women's
rest room
203
w' 110._:
EXIST 6"
COUNTER —
s
_0_ EXIST 4" SCH 40 _r
EXIST 6" SCH 40
EXIST 3" SCH 40
SDI
8
HYDRAULIC REMOTE AREA
THIS 1500 SQ. FT. AREA HAS BEEN HYDRAULICALLY CALC
A DENSITY OF .15 GPM/SQ FT. SYSTEM DEMAND 478.4
74.4 PSI AT THE BASE OF RISER, NODE 1.
V ; 2
10-
I;
UP wIl`I
entry=',
lobby
X7)_0' 6
_, "'�F r<, 1 4
14X1-8 2-
,, 1-1-6
6'-0'
BOD-AFF11-1
W8 X
8X24.
EXISTING
INTERIOR
DEMISING
WALL
14
12-0
9-863'-`['
Q`unit
server
room
114
5-10i--Utl.li'Ky 8-11
work station
-�r
DRAWINGS FOR INTERNAL FEATS -AND FINISHESj
RETURN 1RJOWER - REFER TO SK) J NTURE
;DRAWINGS FOR INTE'NAL FEATURES -AND FINISHES
__RETURN
AIR TOWER - REFER TO SKYV N URE
•
r
O
RISER LEGEND
1 EXISTING 8" GRINNELL MODEL A ALARM VALVE
8X3-2
0
O
O
V
r
'G
. j
EXISTING RISER DETAIL
SCALE: 1/8"=1'-0"
TOLCO FIG 75
45'
/—e ATR PER
PLAN
WEDGE ANCHOR AT
1ST FLOOR
SAMMY X -PRESS 20
AT 2ND FLOOR
s ATR PER PLAN
RING HANGER w/
SURGE RESTRAINT
CLIP
END OF LINE RESTRAINT
FIRST FLOOR PLAN
2" DEEP 20 GAGE PAN DECK WITH
3" OF CONCRETE ON TOP AT FOR
2ND FLOOR DECK. 5" TOTAL THICKNESS.
3" DEEP 18 GAGE PAN DECK AT
LOWER ROOF DECK.
SCALE: 1/8" =1'-0"
WIDE FLANGE BEAM
PER PLAN.
TOLCO FIG 825 TO BUILDING
TO BUILDING STRUCTURE.
TOLCO FIG 980 EQ. END.
45-60'
FROM VERTICAL
TOLCO FIG 4L
TO PIPE.
LONGITUDNAL EQ BRACE
NTS
GENERAL NOTES
SECOND FLOOR PLAN
SCALE: 1/8"=1'-0"
1 TYPICAL 1st FLOOR HANGER TO BE KWIK BOLT, ROD COUPLING, ATR AND RING.
2 TYPICAL 2nd FLOOR HANGER TO SAMMY X -PRESS OR BEAM CLAMP, ATR AND RING HANGER.
3 ALL WELDED PIPE TO BE IMPRESSION STAMPED.
WIDE FLANGE BEAM
PER PLAN.
TOLCO FIG 825 TO BUILDING
TO BUILDING STRUCTURE.
TOLCO FIG 980 EQ. END.
45'-60'
FROM VERTICAL
TOLCO FIG 1001
TO PIPE.
LATTERAL EQ BRACE
NTS
Ntk
JLATED TO
QPM @
HANGER LEGEND
A
"U" HOOK
B
COACH SCREW ROD
D
BM. CLAMP W/ "STRAP
E
EYELET
F
HDI -P
G
CEILING FLANGE
H
SIDE BEAM BRACKET
K
SHORT CLIP
M
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APPROVAL REQUIRED
CITY
OF TUKWILA
SPRINKLER HEADS
USED
SYM
MANUF
MODEL
TYPE
THREAD
SIZE
ORIFICE
SIZE
HEAD
FINISH
ESCUTCH
FINISH
TEMP
QTY
O
RELIABLE
F1FR
UPRIGHT
1
5.6K
BRONZE
-
155'
69
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F1 FR
PENDENT
2'
5.6K
CHROME
CHROME
155'
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155
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F1 FR
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5.6K
BRONZE
-
155'
1
TOTAL
85
QUALITY CONTROL BY Kevin Marr
DATE 4/14/201 1
APPROVED FOR FABRICATION BY
DATE
GENERAL NOTES
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT
SHOWN THUSLY (1-6) WHICH ARE END TO END.
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN
NFPA PAMPHLET NO. 13, APPUCABLE EDITION
4. PIPE HANGERS AND METHOD OF HANGING TO BE
NFPA PAMPHLET NO. 13, APPLICABLE EDITION.
5. PIPING SHALL BE IN ACCORDANCE WITH NFPA
6. JOINING OF PIPE AND FITTINGS, THREADED &
WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION.
7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS
SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING.
8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED)
BY OTHERS
UL LISTED OR FM APPROVED.
RISERS AND DIMENSIONS
ACCORDANCE WITH
IN ACCORDANCE WITH
PAMPHLET NO. 13, APPUCABLE EDITION
WELDED, SHALL BE IN ACCORDANCE
PROTECTED BY A WET PIPE SPRINKLER
TO BE PROVIDED
9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED)
BY OTHERS
TO BE PROVIDED
10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED)
BY OTHERS
TO BE PROVIDED
DESIGN CRITERIA
1 DESIGNED PER NFPA 13, 2010
2 ORDINARY HAZARD.
EDITION.
PIPE NOTES
1 ALL THREADED PIPE TO BE SCH
2 ALL WELDED PIPE TO BE SCH 10.
3 ALL WELDED PIPE TO BE IMPRESSION
40.
STAMPED.
REVISIONS
NO
DATE
BY
DESCRIPTION
-
4/27/201 1
BF
REVISED PER 3rd PARTY
REVIEW COMMENTS
CONTRACT WITH:
RUSHFORTH CONSTRUCTION
6012 12th STREET EAST STE 100
TACOMA, WA 98424
Phil Milianis
CO. INC.
PROJECT NAME:
I—FLY
INDOR
31 y
• e+ TU KWILAYDIVING
TUKWILA, WA
//--- s -o'7
PARKWAY
98188 _
(-z-)
ATRIOPATRIFP099CF
WWW.PATRIOTFIRE.COM
2707 70TH AVENUE EAST
TACOMA, WA 98424
TEL 926-2290
FAX (2533 922-6150
bobf@patriotfire.com
DESIGNER
Bob Forsberg
SHEET
F P 2
DATE
April 12, 2011
21
OF 2
JOB NO.
11-1798 t