HomeMy WebLinkAboutPP - 6400 SOUTHCENTER BLVD - XEROX CORPORATION - PERMITS AND PLANS6400 SOUTHCENTER BLVD
ASSOCIATED PERMITS
12-S-238
13-S-014
92-S-293
92-F-312
93-S-295
99-S-055
99-S-085
99-F-0224
03-S-017
04-F-186
11-F-102
95-F-070
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: Xerox (2"d floor)
6400 Southcenter BI
Permit No.: 13-S-014
Date: January 22, 2013
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 7-05, section 13.5.6.2.2.
• 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.
• 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 Toss 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.
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**
P/ (
King Co. Assessor's Tax No.: MS I 6400 TUKWI LA
0003200003
Site Address: 6400 Southcenter Blvd, Tukwila, WA Suite Number: Floor: 1st
Tenant Name: Xerox
Property Owner's Name: Xerox
Mailing Address:
New Tenant? ❑ - Yes ®- No
6400 Southcenter Blvd, Tukwila, WA
City State Zip
CONTACT PERSON -if there are questions about the submittal.
Name: Dave Hova t e r Day Telephone: 425-486-2600
Company Name: Red Hawk Fire & Security
Mailing Address: 21312 30th Dr. SE, #103, Bothell, WA 98121
City State Zip
E-mail Address: dave . hovat er@redhawkus . com Fax Number: 425-486-2611
Total number of new/relocated devices or sprinkler heads: 1
Valuation of Project (contractor's bid price): $ 1070.00
Scope of Work (please provide detailed information): Install 1 relay module to break power
to the door magnet during a fire alarm.
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 OR AUTHORIZED AGENT:
Signature: Dave Hovate3�
Print Name: !IDA --
Plan Permit App.doc
Date:2-11-13
Day Telephone: 42 5- 4 8 6- 2 6 0 0
1/2/13 TFD FP Form 8
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**
SITE LOCATION
Site Address: (91/CO Swthtenkr Alvei
King Co. Assessor's Tax No.:
Tenant Name: Xe I OX ' Mar -hi? ,(rf7/N7, MG
Suite Number:
Floor: 7
New Tenant? ❑-Yes ❑-No
Property Owner's Name: UUP" 4 -•c -\•P \,a / / 1 anrliE »1J1 ' C, r(7u
Mailing Address -
City City
CONTACT PERSON -if there are questions about the submittal.
State Zip
Name: j�� • InscmDay Telephone: 17/2.5e1 4/8/.76)66
Company Name: Crown_ re_ ?rotCr+ �.1l 0)1 / l Y1L'
Mailing Address: I. (�� u
E-mail Address: jes,svicap C_Tow Yl•• (')fl City Fax Number: 4/23---4*.
Valuation of Project (contractor's bid price): $ 8, .^
Scope of Work (please provide detailed information): CiACJ 1g a (X.)4 014 heads -inNg.
9e.�c& e. (2 2) hea&s, ‘,),>+ t,1 hods, 1P'101Ci) W j
PERMIT APPLICATION NOTES
Value of Coustrnction — 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 OR AUTHORIZED AGENT:
Signature: / CZ /#'L Date: `•/7
Print Name: CJ/,5J lea flOhJi2�Y7 Day Telephone: 4EZ7 ''// ' 76)4
Plan Permit App.doc
5/14/10 TFD FP Form 8
OFERM
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**
SITE LOCATION
King C . Assessor's Tax No.:
Site Address: (QVA) ce 1=2,1 Suite Number: Floor:
Tenant Name: tea \ %Y -V >nel /,)cQX New Tenant? El- Yes ❑ - No
Property Owner's Name:
Mailing Address:
CONTACT PERSON -if there are questions about the submittal.
City
State Zip
Name: QN' ‘st-\-e _ Day Telephone: 1 -12F) -4t 1.7 /
wri__Ttce_ ThDier_41or)jn
Mailing Address: � L7 J / " U (r4, b()A--- 9s'te2
Fax Number: �,r! ,cif) bl?,c
Company Name:
E-mail Address:
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
lea
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.
fad Cz> --c\rP \Y\\€r
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 0 ER OR AUTHO l • GENT:
Signature: Alle, �,i/. _ le
�_
e i ,
Print Name:
Plan Permit App.doc
hlnQ r)
5/14/10
Day Telephone:
Date: `1 k.D l 12
42t- L 81.76)1C1
TFD FP Form 8
From:THE SAFETY TEAM INC. 05/13/2011 10:50 #103 P.0021006
THE SAFETY TEAM, INC.
ThESAFETY
T EAMiNc.
670 South Lucile Street PO Box 81246 Seattle, WA 98108
Phone: (206) 762-1450 Fax: (206) 762-1799 Email: elaine@thesafetyteaminc.com
May 13, 2011
City Of Tukwila Fire Department
Attn: Al Metzler
444 Andover Park East
Tukwila, WA 98188
Phone: (206) 575-4404
Fax: (206) 575-4439
Re: Xerox Building located at 6400 Southcenter Blvd, Tukwila, WA
To Whom It May Concern:
The above-mentioned building currently is being monitored -via Scan Alert. The existing
equipment has been unreliable and has gone down several times.
Martin Smith, Inc. (property management) for the Xerox Building has requested that The
Safety Team provide and install RF (radio frequency) monitoring today.
We will install and program an AES radio frequency monitoring panel (to be located in •.
the same location as the existing S.T.U.), set up a new account with Central Station
Monitoring, inter -connect to the existing fire alarm panel and central station monitoring
and send signals to Central Station and confirm they are received.
We will also fax you a copy of all confirmed test signals once the new equipment is on
line.
Attached is also cut sheets for the AES panel to be installed.
If you have any further questions and/or concerns, please feel free to contact me in the
office @ (206) 762-1450.
Thanks for help on getting this work started and completed.
Thank you,
/- Efaine Cafxcvag
(The Safety Team, Inc.
None: (206) 762-14.50
Tax (2061762-1799
SEmail: eAine@thesafetyteaminc.com
TUKWILA FIRE DEPARTMENT
Please call 206-575-4407 and
g1»3 this Fire Permit No.
1/- r -iaa-
and exact address for shut-
down
hutdown or restoration approval.
XER
SCOPE OF WORK:
RELOCATE mama DUCT
DETECTORS TO THE RETURN
AIR MD PROGRAM TEM AS
A SUPERVISORY SIGNAL
REPLACE THE EXISTING FACP
WTIBANEW ADDRESSABLE
FACP. INSTALL (1) PULL STATION
AT THE PANEL, (1) SMOKE
DETECTOR ABOVE THE FACP
AND (1) HORN/STROBE.
120 VAC
20 AMP DEDICATED
JOB LOCATION
XEROX
6400 SOI THCENTER
TUKWILA, WA, 98188
001
1104
1102
1101
STOP €Ivy 1llera
1....) 1..2.31.KS,L..)
1107 1106 1105
P
FACP
AxiaQ
MME
TELMAMSUS
DAT
AV.
TUKWILA FIRE DEPARTtvirall.
Please call: 575.4407,
and give this job
No,
re eft address for Sdhit•
LEGEND
CONTROL
PANEL
ONE-LLNE
Tlims'Isms have bee....,,.:,,..,,) L, k Mic
SCALE: NCevention 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 subject to field test and Inspection by
The Tukwila Fire Prevention Burea
V 48k.
4CCEPTED
Without Comments
❑ As Noted In Red
❑ Per The Attached Letter
❑ MANUAL PULL STATLoN
MONITOR MODULE
PDW DUAL MONITOR MODULE
PHOTO SMOKE
BLVD.
Date: vl-ye i By:
CONTRACT WITH:
MARTIN SMITH INC.
1109 FIRST AVE. 1500
SEATIYE, WL 98101
rIL .
219 FRONTAGE ROAD N SUITE B, PACIFIC, WA 98047 {
Phone: (253) 833-1248 Fes (253) 735-0113
DEMON= SUCK PAGED DATE: 9/9/04
le> _A. lc ID)
SEP 1 3 2004
2 7 v9 ,his -0'
MUM FA40.
1
LIST OF MATERIALS SUPPLIED TO:
XEROX CORPORATION
6400 SOUTH CENTER BLVD
TUKWILA WA 98188
FOR SPRINKLER MONITORING
BY: ADT SECURITY SYSTEMS
ACC
Without Comments
❑ As Noted In Red
�rity
Services, The Qf�A aeiol
Renton, WA 98055
These plans have been r oarg a ioukwilit Fire
Prevention Bureau for confc, mance with current city
standards. Acceptance is subject to errors and
omissions which do not authorizs vicletns of adopted
standards and ordinances. The ro por sibility for the
adequacy of design rests totally with the designer.
Additions, deletions or revisions in these drawings after
this date will void this acceptance and will require a
resubmittal of revised drawings for subsequent approval.
Final acceptance is subject to field test and inspection by
The TukwilalFire Prevention Bureau.
Date: —1( ( 3c\F\ By: M
CONTACT: DWAYNE JOHNSON 206-389-8071
STATE REGISTRATION NUMBER: ADTSESI032O5
DATE: 7-12-99
QUANTITY MODEL DESCRIPTION
IUKVVILA i IRc vEPARrMENI
Please call: 575-4407
and give this job
and exact address for shut-
down or restoration approval.
NOTE: ADT IS MAKING A CONNECTION FROM AN EXISTING FOCUS
45(MONITORING PANEL) TO A NEW SPRINKLER TAMPER SWITCH
INSTALLED BY OTHERS. WIRE IS SUPPLIED AND RAN BY OTHERS. ADT IS
ONLY SUPPLYING LABOR TO COMPLETE WIRE CONNECTIONS TO EXISTING
PANEL. TAMPER IS LOCATED IN PIT.
FILE
hi JUL 12, 1,99g
PciED
A two INTERNATIONAL LTD. COMPANY
CU FOCUS 45
XEROX CORP.
1 640.8 SOUTHCENTER BLVD.
ADT SECURITY SYSTEMS WEST
Y
A
on
m
V
.•.
JEFF L. GILL
ACCEPTED
WITHOUT COMMENTS.
❑ AS NOTED IN RED
o PER THE ATTACHED LETTER
The drawings affixed hereto have been
reviewed and accepted by the City of
Tukwila Fire Dept. Additions, deletions
or revisions to these drawings after this
date will void this acceptance and will
require a resubmittal of revised drawings.
Final acceptance is subject to field -
inspection oy a representative of this
dep .r'n-:ent
DATE:/ 442 BY: -, s.
jCITY OF TUKWILA
575-4407
cc
TUKWILA FIRE DEPARTMENT
Please call: 575-4407
and give this job
No. 92- /'`5/2 -
and exact address tor shut-
down er restoration ap,00val.
n.
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5 Clip Hangers
■ Hanger Rings: UL Listed & FM Approved
■ Hanger Rods / Fasteners: Comply with NFPA 13
O All Thread Rods 0 Machine Thread Rods
1 Finishes:
O Standard Components
0 All Galvanized Components
1"= 25.4 mm
Components
1. Clip (Ceiling Flange)
2. Hex Nut
3. Wood Screw
4. Hanger Rod
5. Adjustable Hanger
Ring
Application / Description
No. 5 Hangers are designed to support small piping from
smooth level wood planking that has a thickness sufficient
to receive the required fasteners. The hanger is secured to
the planking by means of a clip (ceiling flange or hanger
flange) that is provided with a standard thread r the rod
and holes for 2 wood screws. To prevent possibl loosening
of the rod due to vibration, the hanger is further secured by
a hex nut tightened against the clip.
There are 6 components in a basic No. 5 Hanger: The
clip, 2 wood screws, a hanger rod and locking hex nut, and
an adjustable hanger ring. The rod may be either all thread
rod (ATR) or machine thread rod (MTR). All thread rod is
considered to be standard, however. As a rule, machine
thread rod is provided only when it is a specific require-
ment of the job specifications.
No. 5 Hangers may also be used with other types of
construction of adequate strength when provided with
suitable fasteners — subject to the approval of the authority
having jurisdiction (AHJ). Deviations from standard fas-
teners are to be clearly indicated on the plan by detail or
in a hanger note (see Hanger Codes / Plan Designations).
NFPA Requirements / Limitations
NFPA 13 permits the use of 2 screw ceiling flanges only
for pipe sizes up to 2" and it calls for the use of screws
having dimensions not Tess than those of No. 18 x 1'/2"
wood screws. Drive screws and nails are not acceptable
fasteners and wood screws are not to be driven.
TUKWILA FIRE DEPARTMENT
Please call 205-575-2.407 and
give ` 1.3 Fre Permit No.
I3 -S-01'-)
end exact 2d±,2ss for shut
cicv n or reLtor ton approval.
pi
77.773 P.,FX
4 l -tot t Comments
As r,k_ited in Re.d
P . !t -_A .,r;.Aieter
• rl-iese p!ans have neOewed by The Tu:owi!a Fire
wit.. Eur+refit City
stz- cia 's. A t je;•ror and
ii ii 17..,,,sCns bt ill ,. . _ _ .-.. `-t� %/k-',.:„.,;-;" of adopted
s ,. ,z;.c.5 T: f-_=,.' rj: for the
adequacy
itt n LS'r
nor
Additions, t�,,ions
C';`=3i? (;'ewlnaS after
this date Zvi:. > _ _: +.� c 1' "�'- - -.r, will require a
resubmiztai of f..; );:egt:ent approval.
-Fiinal�a ce�;fif .e sy ct to P 'o test and inspection by.
The 1 ukwi a I`ii i •1 ev.:niion Bureau.
Design per NFPA 13, Light Hazard, Offices A-1"i
All materials to b new, U.L. listed, and F.M. approved Date: / ',I2 / 3 Dy: 1
All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means
All heads to be at least 6' apart
401 Chrome Style Trim
• 146 - Change existing standard response heads to Globe GL5601 Quick Response 155° Pendents 1/2 x 1/2
• 22 - Relocate'Globe GL5601 Quick Response 155° Pendents %2 x 1/2
• 26 - Adjust for new ceiling height Globe GL5601 Quick Response 155° Pendents 1/2 x 1/2
• 1 - Plug existing
` C\ S A -o \
NORTH
SECOND FLUOR REFLECTED CEILING DEMO & CONSTRUCTION PLAN
vs"
CROWN
FIRE PROTECTION
INCORPORATED
P.O. BOX 12113
MILL CREEK, WASHINGTON 98082-0113
PH. (425) 481-7669
(e'l())( e.ot\.k
Martin Smith, Inc.
6400 Southcenter Blvd
2nd Floor
Tukwila, WA 98188
DATE: 'l 13, 13
DRAWN: r; S
SCALE: •I'
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5 Clip Hangers
■ Hanger Rings: UL Listed & FM Approved
■ Hanger Rods / Fasteners: Comply with NFPA 13
O All Thread Rods 0 Machine Thread Rods
1 Finishes:
O Standard Components
0 All Galvanized Components
1"= 25.4 mm
Components
1. Clip (Ceiling Flange)
2. Hex Nut
3. Wood Screw
4. Hanger Rod
5. Adjustable Hanger
Ring
Application / Description
No. 5 Hangers are designed to support small piping from
smooth level wood planking that has a thickness sufficient
to receive the required fasteners. The hanger is secured to
the planking by means of a clip (ceiling flange or hanger
flange) that is provided with a standard thread r the rod
and holes for 2 wood screws. To prevent possibl loosening
of the rod due to vibration, the hanger is further secured by
a hex nut tightened against the clip.
There are 6 components in a basic No. 5 Hanger: The
clip, 2 wood screws, a hanger rod and locking hex nut, and
an adjustable hanger ring. The rod may be either all thread
rod (ATR) or machine thread rod (MTR). All thread rod is
considered to be standard, however. As a rule, machine
thread rod is provided only when it is a specific require-
ment of the job specifications.
No. 5 Hangers may also be used with other types of
construction of adequate strength when provided with
suitable fasteners — subject to the approval of the authority
having jurisdiction (AHJ). Deviations from standard fas-
teners are to be clearly indicated on the plan by detail or
in a hanger note (see Hanger Codes / Plan Designations).
NFPA Requirements / Limitations
NFPA 13 permits the use of 2 screw ceiling flanges only
for pipe sizes up to 2" and it calls for the use of screws
having dimensions not Tess than those of No. 18 x 1'/2"
wood screws. Drive screws and nails are not acceptable
fasteners and wood screws are not to be driven.
TUKWILA FIRE DEPARTMENT
Please call 205-575-2.407 and
give ` 1.3 Fre Permit No.
I3 -S-01'-)
end exact 2d±,2ss for shut
cicv n or reLtor ton approval.
pi
77.773 P.,FX
4 l -tot t Comments
As r,k_ited in Re.d
P . !t -_A .,r;.Aieter
• rl-iese p!ans have neOewed by The Tu:owi!a Fire
wit.. Eur+refit City
stz- cia 's. A t je;•ror and
ii ii 17..,,,sCns bt ill ,. . _ _ .-.. `-t� %/k-',.:„.,;-;" of adopted
s ,. ,z;.c.5 T: f-_=,.' rj: for the
adequacy
itt n LS'r
nor
Additions, t�,,ions
C';`=3i? (;'ewlnaS after
this date Zvi:. > _ _: +.� c 1' "�'- - -.r, will require a
resubmiztai of f..; );:egt:ent approval.
-Fiinal�a ce�;fif .e sy ct to P 'o test and inspection by.
The 1 ukwi a I`ii i •1 ev.:niion Bureau.
Design per NFPA 13, Light Hazard, Offices A-1"i
All materials to b new, U.L. listed, and F.M. approved Date: / ',I2 / 3 Dy: 1
All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means
All heads to be at least 6' apart
401 Chrome Style Trim
• 146 - Change existing standard response heads to Globe GL5601 Quick Response 155° Pendents 1/2 x 1/2
• 22 - Relocate'Globe GL5601 Quick Response 155° Pendents %2 x 1/2
• 26 - Adjust for new ceiling height Globe GL5601 Quick Response 155° Pendents 1/2 x 1/2
• 1 - Plug existing
` C\ S A -o \
NORTH
SECOND FLUOR REFLECTED CEILING DEMO & CONSTRUCTION PLAN
vs"
CROWN
FIRE PROTECTION
INCORPORATED
P.O. BOX 12113
MILL CREEK, WASHINGTON 98082-0113
PH. (425) 481-7669
(e'l())( e.ot\.k
Martin Smith, Inc.
6400 Southcenter Blvd
2nd Floor
Tukwila, WA 98188
DATE: 'l 13, 13
DRAWN: r; S
SCALE: •I'
SVC
A -;
Vi;4 iL4= Comments
iimet ,tom
0 Pe. . ;f C.ec t±C Letter
These plans hay.=. _ `•„, _y d Tri Tukwi`a Fre
Preve,,n ion purY . , �.z �; t:,t current City
standards, Ac; tc errors nd
Oflhissio.ns ritA .c;F --
3 d7pted
ry _ _ irlt ':4 e..• `i'. - forthe
standards am, -: Sig:..., v,. -a •. _ ,.. -" �`I
adequacy
i;:e jes! c .
Additions, dei2t o;= dr `.I-if,'s after
this da .; .viii V` .i _... _ _ti - =v���>r': r-;�:� iii', r "-u]re a
.
resubmk
- -: P r. - _- - - _ l. _ t 3-n oVal
FInel acre ,a -
The Tuk :: t r
Date:/1-7-')-�-
Inspection by
TUKWILA FIRE DEPARTMENT
Please call 206-575-4407 and
give this Fire Permit No.
/D_ -,S- DZSg
and exact address for shut-
down or restoration approve
•
Design per NFPA 13, Ordinary Hazard
All materials to be new, U.L. listed, and F.M. approved
All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means
All heads to be at least 6' apart
• 1 — Add Reliable Model G Standard Response 165° Pendents '/2 x 1/2
o 1 — Add Reliable Model G Standard Response 165° Upright 1/2 x 1/2
• E — Existing no change
Total — 2
. Rce Skoo:‘ r
`Piz t" <J. -ft M
Clip Hangers
■ Hanger Rings: UL Listed & FM Approved
■ Hanger Rods / Fasteners: Comply with NFPA 13
D All Thread Rods ❑ Machine Thread Rods
▪ Finishes:
0 Standard Components 0 All Galvanized Components
1"=25.4mm
Components
1. Clip (Ceiling Flange)
2. Hex Nut
3. Wood Screw
4. Hanger Rod
5. Adjustable Hanger
Ring
Application / Description
No. 5 Hangers are designed to support small piping from
smooth level wood planking that has a thickness sufficient
to receive the required fasteners. The hanger is secured to
the planking by means of a clip (ceiling flange or hanger
flange) that is provided with a standard thread r the rod
and holes for 2 wood screws. To prevent possibly loosening
of the rod due to vibration, the hanger is further secured by
a hex nut tightened against the clip.
There are 6 components in a basic No. 5 Hanger: The
clip, 2 wood screws, a hanger rod and locking hex nut, and
an adjustable hanger ring. The rod may be either all thread
rod (ATR) or machine thread rod (MTR). All thread rod is
considered to be standard, however. As a rule, machine
thread rod :s provided only when it is a specific require-
ment of the job specifications.
No. 5 Hangers may also be' used with other types of
construction of adequate strength when provided with
suitable fasteners — subject to the approval of the authority
having jurisdiction (AHJ). Deviations from standard fas-
teners are to be clearly indicated on the plan by detail or
in a hanger note (see Hanger Codes / Plan Designations).
NFPA Requirements / Limitations
NFPA 13 permits the use of 2 screw ceiling flanges only
for pipe sizes up to 2" and it calls for the use of screws
having dimensions not less than those of No. 18 x 1'/z"
wood screws. Drive screws and flails are not acceptable
fasteners and wood screws are not to be driven.
FILE
•
CROWN
FIRE PROTECTION
,INCORPORATED
P.O. BOX 12113
MILL CREEK, WASHINGTON 98082-0113
PH. (425) 481-7669
f'\1r1\ SMiSr1n,
6400 Building -Remodel
6400 Southcenter Blvd
Tukwila, WA 98188
DATE: 11, (Q , ( 2
DRAWN:
SCALE: i I
ICI
PAID
NOV 07 2012
}<M LA FIR
-,2/275z3
p
C
10
11
12
;_ _STANDARD HANGERS
(Circle hanger(s) to be used/ - .
1w
3C
FASTENER
U -NOOK
\-CEILING PLATE
(OPTIONAL! -
COACH
SCREW
ROO
...ME RING
\- FASTENER .
(PAGER STUO'
;L -R00 COUPLING
--ALL THREAD -
F100
RIPE RING
a.• •
0• O.o
• P
4C -
5W
5C
5S
4'•0
!t_ CONCRETE
I ANCHOR
\\ (ORILLE01
%` ROO COUPLING
—ALL THREAD -
Roo
-- PIPE RING
o r-
_J
FASTENER
SIDE
BEAM
(RACKET
iCLIP4
ALL 4HREA0
ROO _
--PIPE RING
-- - FASTENER
6W
' � I
8S
k•�--• SHORT STRAP
SPRING LOADED
-TOGGLE
`CEILING PLATE
,(OPTIGNALI
— ALL -THREAD
- RUO
---
IPL RIN0
HER NIR
- -_�•_� FLAT WASHER
.
10S
ALL THREAD
ROD -
-• -+PIPE RING
TOP -SEAM
C CLAMP
-ALL-THREAD -
490
PIPE RING
-'To* REAM _
C CLAM?
.--Att. _Twit AD
- R00
•PIPE MNG
- - CEILING
FLANGE
1. -FASTENER
Alt. THREAD
ROO
�ryPE Rt4 .
12S
13S
FASTENER
CAP. OR
k_ STOP
TRAPEZE BAR-- -
- CHANNEL.M►E
0R ANGLE IRON
�--� All THREAD" •
R00
•--NPf RING
TOP BEAM Ct AMP
t— THREADED _
UBOLT
14S -'
14W
14C -
SB -1
- FASTENER --.
BRACE FITTING
COMPLETE
SWAY MACE
PIPE
SB -2
11
EYE Roo
PIPt RING
-BRACE PITTING
i ENO
WELDED SIDE
REAM CLIP
FASTENER--.
BRACE FITTING
COMPLETE
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-
BEPARTMENT
APPROVED
BY
WASHINGTON SURVEYING & RATING BUREAU
sEATTLE. WASH.
AUG 3 1979
As meeting requirements of tills ouieau tor classification as sprinklered;
however, system changes or additions as recommended on the attached
sheet(s) will result in improved rates. Acceptance applies to plans as
submitted and for construCtiOn and occupancy shown thereon. Einished
installation subject to inspection for final acceptance,.
Tin comments. approvals and acceptances relate exclusively to relative
effect a; il=rn tire inAtarice rates. They are not to
be 8-.1v 4424-y upon the ovstion of whether "due
care" has beep exercised witti respect to possiole liability for personal
Injury or damage to property. It is recognized that hazards Willa
result in loss still exist.
•
•
E
The drawings affixed hereto have been
reviewed and accepted as meeting or ,
exceedin3 minimum requirements of thel
City of Tukwila fire Dept., Bureau of Tirrei
Prevention. Additions cr. revisions to 4h:8Se
drawings after this data shall[ribt.lbe
construed a being approved orreviewed..
No. DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN
•
IMPORTANT -
In localities subject to freezing conditions, it is the owner's responsi-
bility to provide heat throughout wet pipe sprinkler systems areas and
in enclosures for dry pipe deluge and other types of valves controlling
water supplies to sprinkler systems. _ _
This" drawing and the information. and design apptication herein
contained is the property of Grinnell Fire Protection Systems Com-
_ pany; inc_-:and/or its subsidiaries and =is loaned upon the express
conditions that the same be returned -to GFPS upon request; all
information herein contained shall be treated as secret and confidential;
no _reproductiOn-_of this drawing or any part thereof shatl be made
without the written consent of .G F PS.
CONTRACT RESPONSIBILITIES
STREET WATER CONNECTION
-UNDER-GRO-UND WATER MAINS
EXCAVATION
BACKFILL
WIRING
PAINTING
OTHERS
- COORDINATION RECORD -
CONTR. NAME
REF_ DWG. REV./DATE NAME TELEPHONE
MATERIAL REQUIRED
PIPING -
INTERIOR
DIAMETER
FEET
PIECES
TYPE
SPRINKLERS
ORIF. , TEMP. FINISH CANOPY SYMB. QTY.
UNDERGROUND
TOTAL THIS SHEET
440 Line Designation
•le 9_ of Pipe Below Bottorn of Deck
(12:-.41)q._ of Pipe Above Ref. Plane
44. Earthquake Bracing: 2 & 4 Way
Hanger
•—• Screwed CaP
—I) Grooved CaP
—ea Screwed Plug
Elevation Change in Pipe
•
SYMBOLS
Flow Switch (FSI
CI Monitor Switch
Butterfly Valve •
Alarm Valve (ALV)
Electric Bell
Water Motor Gong (WMG1
Wafer Check Valve "
-IN- Swing Check Valve -
&V.; Fire Dept. Conn. -(Standard) IF=
ulig4 Fire Dept_ Conn. (Husk) f.FOCY-
4d` Fire Dept. Conn. (Sidewalk). (FDC)
.....t__ Post Indicator Valve (PIV)
124 Fire Hydrant 13 Way)
••••kp Thrust Block
.4-- Key Gate Section& Valve
with Roadway Box
orz2zi Fire Hose Assembly (see notes)
Inspectors Test- -
Grooved Couptling (GC/
—ifi— Flanged Connection --
- Globe Valve -
Angle Valve
Dry Pipe Valve _
BOB_ _ Bottom of team
BOD_. Bottom of Deck
NV-- Hose Valve
NIC Not in Conkract "
NTS Not to Scale
OBS =- Open Bar Joists
PRV. _ Pressure Rad, Valve
RM Roof Manifold
SP - Standpipe
TOS __lac of Stec
LION_ --- Lktiess Otharwise Noted
- SYSTEM TYPE
DRY_ PRE ACTION 0
0 PO
FM
APPROVALS
IN
GIONEAL
FIRE
PRUTECTION
SYMMS
EXECUTIVE OFFICES
. PROVIDENCE, R.I.
CONTRACT NAME:
CONTRACT WITH:
SCALE:
DRAWN BY:
DESCRIPTION: R
•
CHECKED BY:
SYSTEM DESIGN DATA
HAZARD
CLASSIFICATION -
SYSTEM AREA:
DENSITY -
DESIGN! DATA:
AREA OF AFFLICATIoN:,-
GPM/SCL FT.
HOSE
ALLOWANCES: GPM.
TOTAL SYSTEM
WATER SUPPLY iNFORMATION: STATIC PRESSURE
GPM. AT PSi. AT
PSt
THESE PLANS PREPARED AT:
ENGINEER ING DEPARTMENT
DRAWING NO. -
RESIDUAL PRESSURE
PSI. WITH
GPM FLOWING
TEST -
TAKEN AT
DATE -
CONTRACT NO;
12
AREA 'B' CONSTRUCTION PLAN
SCALE: 1/4.. = 1. -0 -
FIRE SPRINKLER PLAN
SPRINKLER
FIRE SPRINKLER PLAN
r
it
SCALE: 1/8" = 1'-0"
AREA 'A' CONSTRUCTION PLAN
SCALE: 1/4. =
GENERAL NOTES
1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13
2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. A
3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND T
ACCORDANCE WITH N.F.P.A. #13
4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE
RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET
SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY
AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPL
SPRINKLER SYSTEMS
5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBL
PROVED
STED IN
OWNERS
IPE
IPE, DELUGE
S TO
FOR THE
ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE
SPRINKLER SYSTEM
6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING
TO BE BY OTHERS
7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT
OR QUARTER POINT OF CEILING TILE
8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED , ND DESIGNED
TO PROVIDE .20 PSI / 1500 SQ. FT.
9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDEC HEADS
AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SC.
10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE T REMAIN.
11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODA TENANT
IMPROVEMENTS •r
SPRINKLER HEADS
SYM
KEY PLAN '
NAME
METAL
TEMP
ADDED SPRINKLER HEAD
Ct
RELOCATED SPRINKLER HEAD
• OR 0
EXISTING SPRINKLER HEAD (TO REM/,IN)
— — — —
EXISTING BRANCHLINE PIPING
REC. PEND
l
NEW BRANCHLINE PIPING
155
5.60
1/2"
EXISTING MAIN PIPING
GEM
F-950
/
NEW HANGER LOCATION
REC. PEND
-X-X X- X-
REMOVE EXISTING PIPING
5.60
GENERAL NOTES
1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13
2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. A
3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND T
ACCORDANCE WITH N.F.P.A. #13
4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE
RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET
SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY
AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPL
SPRINKLER SYSTEMS
5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBL
PROVED
STED IN
OWNERS
IPE
IPE, DELUGE
S TO
FOR THE
ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE
SPRINKLER SYSTEM
6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING
TO BE BY OTHERS
7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT
OR QUARTER POINT OF CEILING TILE
8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED , ND DESIGNED
TO PROVIDE .20 PSI / 1500 SQ. FT.
9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDEC HEADS
AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SC.
10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE T REMAIN.
11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODA TENANT
IMPROVEMENTS •r
SPRINKLER HEADS
SYM
CNT
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
MODEL#
e
2
REC. PEND
CHROME
155
5.60
1/2"
1/2
GEM
F-950
e
3
REC. PEND
CHROME
155
5.60
1/2"
1/2
GEM
F-950
F
LE
C.- 'r e: "ts
[] As; _'s�=.1 i,. Red
• Per Th
These plans have ;_ =.'t•.:1 f Tr" :
Prevention
i.vs
standards. ffc.-2;:3_ : -.:
miesions
^d'',equacy of d�, _;�: -•-_ '"
AdniOnS o;'.... 4...._� u
' is date will void c -'
resubmittal of'v:, !;;
r�
Final acceptant o i__ st±:: ' d test ,rv;
The Tukwila Fire PRtv-_r! >n
Date: l /z/2 '3':
TUKWILA FIRE DEPARTLVkI''U
Please call: 575-4407
and give this job
No.03 —S" 0/7
and exact address for shut.
down or restoration approve.
FIRST FLOOR KEY PLAN
NOT TO SCALE
BRANCHLINE
KWIK BOLT —\
r—STRUCTURE
RING
1" X ARMOVER
111111k(SEE PLAN)
" X 1/2" R.C.
PENDENT W/ ESCT.
SUSPENDED CEILING
TYP. RELOCATE ASSEMBLY
STRUCTURE
1" X NIPPLE
BRANCHLINE
6 V0v 5 C
ife Of Your Building
SEATTLE:
5005 3RD AVENUE S
PO BOX 24567
SEATTLE, WA 98124
1-800-669-6223
PORTLAND:
5400 NE COLUMBIA BLVD
PORTLAND, OR 97218
503-331-0234
www.mckinstry.com
PROJECT:
XEROX
TUKWILA CBU
c,=sc clic
TUKWILA, WA.
REGISTRATION:
REVISIONS:
1 01/17/03 PERMIT ISSUE
NO. DATE DESCRIPTION
McKINSTRY DIVISION:
FIRE PROTECTION
DESIGNED BY: DJ
DRAWN BY:
• CHECKED BY:
Dwayne Johnson
RF
(206)832-8139
JOB NUMBER: 8111
DATE:
1" X 1/2" R.C.
�- PENDANT HEAD
SUSPENDED CEILING-'
RETURN BEND ASSEMBLY
ALE: AS SHOWN
FIRE PROTECTION
TENANT IMPROVEMENT
SHEET NUMBER:
FP -1
JAN 1 7 2003
_79 "--7/
AREA 'E' CONSTRUCTION PLAN
SCALE: 1". -
, I
4.
;
AREA 'D' CONSTRUCTION PLAN
SCALE: 1/4" 1'-0"
1!
x
4
7' •
-
•
CURRENT
COVERAGE
ACCEpTABL'-
ii THIS OFFICE
4RRENT
COVER AGE , -
IS :ACCEPTABLE
THIS OFFICE
I II ! 1
CURRENT:
COVERAGE
IS ACCEPTABLE
THIS !OFFICE
1:
f
a
4.
f
AREA 'C' CONSTRUCTION PLAN
SCALE: 1/e - 1.-0.
FIRE SPRINKLER PLAN
SCALE: 1/8" =
BRANCHLINE
KWIK BOLT
0
GENERAL NOTES
1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13
2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED
3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN
ACCORDANCE WITH N.F.P.A. #13
4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS
RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE
SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE
AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO
SPRINKLER SYSTEMS
5 FIR PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE
ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE
SPRINKLER SYSTEM
6 ALL, ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING
TO BE BY OTHERS
7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT
OR QUARTER POINT OF CEILING TILE
8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED
TO PROVIDE .20 PSI / 1500 SQ. FT.
9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS
AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCH.
10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN.
11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT
IMPROVEMENTS
SPRINKLER HEADS
SYM
KEY PLAN
NAME
c*
ADDED SPRINKLER HEAD
e
RELOCATED SPRINKLER HEAD
• OR 0
)
EXISTING SPRINKLER HEAD (TO REMAIN)
_1
— — —
EXISTING BRANCHLINE PIPING
REC. PEND
CHROME
NEW BRANCHLINE PIPING
5.60
1/2"
1/2
GEM
EXISTING MAIN PIPING
eS
/
NEW HANGER LOCATION
—X -X X X -
REMOVE EXISTING PIPING
GENERAL NOTES
1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13
2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED
3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN
ACCORDANCE WITH N.F.P.A. #13
4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS
RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE
SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE
AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO
SPRINKLER SYSTEMS
5 FIR PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE
ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE
SPRINKLER SYSTEM
6 ALL, ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING
TO BE BY OTHERS
7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT
OR QUARTER POINT OF CEILING TILE
8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED
TO PROVIDE .20 PSI / 1500 SQ. FT.
9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS
AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCH.
10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN.
11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT
IMPROVEMENTS
SPRINKLER HEADS
SYM
CNT
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
MODEL#
el.
3
REC. PEND
CHROME
155
5.60
1/2"
1/2
GEM
F-950
eS
f
REC. PEND
CHROME
155
5.60
1/2"
1/2
GEM
F-950
FIRST FLOOR KEY PLAN
NOT TO SCALE
,e/-- STRUCTURE
RING
SUSPENDED CEILING
0.9.1
1" X ARMOVER
(SEE PLAN)
1" X 1/2" R.C.
PENDENT W/ ESCT.
TYP. RELOCATE ASSEMBLY
STRUCTURE
1" X NIPPLE
BRANCHLINE
rte„
•
4r
•
- • -7 •P
C_.?"4
741 _1K ,; F:—
0 0
SUSPENDED CEILING—/
ife Of Your Building
SEATTLE:
5005 3RD AVENUE S
PO BOX 24567
SEATTLE, WA 98124
1-800-669-6223
PORTLAND:
5400 NE COLUMBIA BLVD
PORTLAND, OR 97218
503-331-0234
www.mckinstry.com
PROJECT:
XEROX
TUKWILA CBU
TUKWILA, WA.
REGISTRATION:
REVISIONS:
1 01/17/03 PERMIT ISSUE
NO. DATE DESCRIPTION
1" X 1/2" R.C.
PENDANT HEAD
RETURN BEND ASSEMBLY
McKINSTRY DIVISION:
FIRE PROTECTION
DESIGNED BY: DJ
DRAWN BY:
CHECKED BY:
JOB NUMBER:
Dwayne Johnson (206)832-8139
RF
8111
ATE: 01-17-03
SCALE: AS SHOWN
SHEET TITLE:
FIRE PROTECTION
TENANT IMPROVEMENT
SHEET NUMBER:
FP -2
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IMPORTANT
In localities subject to freezing conditions, it ie -this owner'e
responsibfity to provide heat throughout wet pips -sprinkler
systems areas and In enclosures for dry pipe deluge and other
types of valves controli:ng woter supplies to ear inkier eyat. ms.
This drawing and the information and dss1gn oppliccti>on herein
contained Is the property of Grinnell Fire Protection systems
Company. Inc. and/or tti s.,bsld'or'•es and is loaned uport e,.ptess
conditions that the some be returned to GFPS upon request; on
Inforrration herein ccntoired shall be treated as_ secret. cnd
confidential; no reproduction of this drawing or on,y port
thereof shall be mode without written consent of
Created by the Grinnell Design Systems . 'Ail rtv---ht-s •resersedr.
Copyright by Grinnell Corporation 1990.
11111111111,
CONTRACT RESPONSIBILITIES
Min.
G.F.P. S. OTHERS
STREET 11A TER CONNECTION
tIt4Y
J`1DERGR :.JND WATER i4A''NS
SYMBOL
' XCAVATiONS -
i
BACKFILL
4A1
'
i tt ,
PAINTING -
r
.
11
-&
i 4
;.,
t l
.
CONTRACT RESPONSIBILITIES
ITEM
G.F.P. S. OTHERS
STREET 11A TER CONNECTION
FINISH
J`1DERGR :.JND WATER i4A''NS
SYMBOL
' XCAVATiONS -
i
BACKFILL
_r_ii
+1RING -
i tt ,
PAINTING -
1_
i ,
TOTAL THIS SHEET - - - - V)
L
_
I
il
CONTRACT RESPONSIBILITIES
ITEM
G.F.P. S. OTHERS
STREET 11A TER CONNECTION
FINISH
J`1DERGR :.JND WATER i4A''NS
SYMBOL
' XCAVATiONS -
i
BACKFILL
+1RING -
i tt ,
PAINTING -
i = r
C; COMt.-
ii ' Hydraulic
#10 =Line Des 5" -=Con
412" of Pipe £clow Bottom of C-ack
_ i2 - of P' -e Alcove Ref.
_ - ice; n Demno-tort
+-► i - far+sque'+e £ -r_*'rig: 2&4 Wr y
-
` _..,1.— Union -
7
Screws -4d Cop-
-Grooved
op- rooved -Cop
—4 _ Strewed Plug
Changs gs in Pipe
(nit tit f o3* )
Reference Feint -
Plane
SYMBOLS
G -ate Voles — N?S (-ON()
Gate V;.*ve (c &Y)
S_ Flow Switch (Fs)
8 Monitor Ssi -r1
, r Butterfly Vclve -
0 Alarm, ¥olwe" (AL').
L Electric E3sit -
�- Water k! :torr g (W .3)
—:a1 Yi- fel Check Voivs
-i'V- S+ing Ch r -A - Valve
+S System, -P ser -
. Fre Cwt-Carrrt.(Storrdarci)(F'C
FiFe %i -Conn.( assh) (FDC)
Firs Dept.Conn.(Side*olk)(FDC)
Post Indicator Valve (PIV)
Fire Hydrant (3 lay)
Thrust Sock
Key Got* Sectional Vo've
with Roorfwoy Sox
Firs Hose Asaernbiy (see notes)
Inspectors Test
Grooved Coupi!ng (GC) -
Flanged Conrettion
Globs Valve
Amis Valve -
Dry Pips Valve
SCALE —
-0
0
Iv
ACCEPTED
Without Comments
As Noted In Red
Per The Attached Letter
Those plans have been reviewed by The Tukwila Fire
Frew^tion 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 .s these drawings after
this date will void this acceptance and will require a
resubmittal of revised drawings for subsequent approval.
Final acceptance is subject to field test and inspection by
The Tukwila Fire Prevention Bureau.
Date: 11 ��1:'( By:
Sc(
TUKWILA FIRE DEPARTMEN1.
Please call: 575.4407,
and give this job
No. 99 50'85
and exact address for shut=
down or restoration approval.
t 1511 503
GRINNELL FIRE" PROTECTION ! SYSTEMS COMPANY
co.aRACI NAME XERox
4C0 EL V D
ABBREVIATIONS
Be
gao
B3P
DO
HY
N 8c
Nl(s
NTS
oeJ
PRY
RIA
sp
TDB
_TOP
TOS
LION
- Bottom of 5aarn -
Bottom of Delle
Sott rn of Pip. -
Ditto
Host Yo`vs
C tPpp{e vtd Cap
Not In Controct
Not to Soots
I nrt ear Joist
Pressure Red Vohs -
Roof Montfaid -
st X,dplp.
top of Ee0.m
Top of Pips -
Top of Steel
_- Unless Otherwise Noted
WET
DRY
SYSTEM TYPE
® DELUGE L 0
❑ PREACTI(jtd 0
APPROVALS=
jN
❑ISO
OUT
❑IR( -
DFM
OUT
OUT
4N
IN
i1 N
GRINNELL
FIRE
PROTECTION
SYSTEMS
i r.ilfiiiptii nk53
s ' ctlY.is Ekarea i for dans'^,c:, i
),13 or ad'Oklarts as rccenvr,c-dei
P reties. r coeptar{ce apv;ies to
occupancy '{armn viueremn. Plass' ed is _..a .
•'����-
excAusWy to the rezt.:yo
u as d:.:err,'°^cJ
r
m
SCALE:
-ROC WILS. WA iala
CONTRACT Y{iTft
DESCRIPTION:
PIPING PLAN
DRAWN BY:
SYSTEM DESIGN DATA
CHECKED BY:
SPRINKLERS - KOD
EXECUTIVE OFFICES
EXETER, N.H.
S. FT.JND.
ATEA OF APP,_ : 1500 -SQ.-F
t =aSE
._LLCnANr-r 100
CPLI
DATE:
-a
THESE PLANS PREP
KENT,
Nil
EN,;.�,EER NG CEP
TOTAL SYSTEMA
PSI. AT BASE OF RISER
WATER
SUPPLY INFORMATION -
DRAWING NO.
FP# !of,
STATIC
RESYJAL PRESSURE
GPA Fie%-kIG
TEST
TAKEN AT
BY
CATE
CONTRACT N0•
41.1 44
TYPE
ORIFICE
TE).AP.
FINISH
CANOPY - -
SYMBOL
QTY.
i
i tt ,
TOTAL THIS SHEET - - - - V)
ABBREVIATIONS
Be
gao
B3P
DO
HY
N 8c
Nl(s
NTS
oeJ
PRY
RIA
sp
TDB
_TOP
TOS
LION
- Bottom of 5aarn -
Bottom of Delle
Sott rn of Pip. -
Ditto
Host Yo`vs
C tPpp{e vtd Cap
Not In Controct
Not to Soots
I nrt ear Joist
Pressure Red Vohs -
Roof Montfaid -
st X,dplp.
top of Ee0.m
Top of Pips -
Top of Steel
_- Unless Otherwise Noted
WET
DRY
SYSTEM TYPE
® DELUGE L 0
❑ PREACTI(jtd 0
APPROVALS=
jN
❑ISO
OUT
❑IR( -
DFM
OUT
OUT
4N
IN
i1 N
GRINNELL
FIRE
PROTECTION
SYSTEMS
i r.ilfiiiptii nk53
s ' ctlY.is Ekarea i for dans'^,c:, i
),13 or ad'Oklarts as rccenvr,c-dei
P reties. r coeptar{ce apv;ies to
occupancy '{armn viueremn. Plass' ed is _..a .
•'����-
excAusWy to the rezt.:yo
u as d:.:err,'°^cJ
r
m
SCALE:
-ROC WILS. WA iala
CONTRACT Y{iTft
DESCRIPTION:
PIPING PLAN
DRAWN BY:
SYSTEM DESIGN DATA
CHECKED BY:
SPRINKLERS - KOD
EXECUTIVE OFFICES
EXETER, N.H.
S. FT.JND.
ATEA OF APP,_ : 1500 -SQ.-F
t =aSE
._LLCnANr-r 100
CPLI
DATE:
-a
THESE PLANS PREP
KENT,
Nil
EN,;.�,EER NG CEP
TOTAL SYSTEMA
PSI. AT BASE OF RISER
WATER
SUPPLY INFORMATION -
DRAWING NO.
FP# !of,
STATIC
RESYJAL PRESSURE
GPA Fie%-kIG
TEST
TAKEN AT
BY
CATE
CONTRACT N0•
41.1 44
STANDARD HANGERS
(Circle Nangerls) to be used)
1•t
1W
r ASTI.E1
j 3C
ti
t
4C
SW
SC
u
11•271•111
p0.ot11 sru.t
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11 EWE= WOMMEMEMINEENNEMEM
ESA
E
NOTE
EXISTING- SPRINKLERS TO AUCNODI+TE h'EW MUt.G
LAYOUT ANDY/PUS.
RELDC.ATIN& Fe, 1-1EADS AND ADDING $ FOS PtZ^.JPER CSD` E ACI -E
0 -WITH A( R1 R LOCATE 0-W1TH A (A) ADD ON -
s1
1111111111111111111111111111111111111111111
IMS / iuii i.FIC1111111 : Mr
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r i
LOWER FLOOR
XEROX BUILDING TENANT IMPROVMak\1T
EXISTIN 6 SPRINKLER -
SCALE 13r- 1-0
r
TUKWILA FIRE DEPARTMENT
Please call: _ 575.4407
and give this job
No. �9— o S -S
and exact address for shut-
down or restoration approval,
r
ACCEpT°
)[P1
Without Comments -
As Noted In Red
Per The Attached Lett
These plans have been reviewed by 7''
Prevention Bureau for conformancet
standards. Acceptance is subject to 1.
omissions which do not authorize viol
standards and ordinances. The resp: -
adequacy of design rests totally with f
Additions, deletions or revisions to th(
this date will void this acceptance anc
resubmittal of revised drawings for sur.
Final acceptance is subject to field test
The Tukwi : Fire Prevention Burea
Date: By.
2
•-:
^%ted
4fter
•=° oval.
ion by
FILE
DATE
Y
REVISIONS — SEE FLAGGED AREA ON PLAN
IMPORTANT
In localities subject is lreezrrse eondrtevns• it is tNe owner's se.por*i
bully to provide heat Throughout wet jot sprrnkler Systems yeas and
in enclosures for dry pipe deluge arsd ether types of valves euntreILng
water supplies to sprinkler systems.
This drawing and the -enformatton and • titsgn eppllcat.on herein
contained is the peoperti of Ora -noel Foe Protection Systems Corn
pang, Inc- author its su sidtarles and is loaned uucrs the eeptess
conditions that the sante be returned to GFPS upon request_ all
information hereincvrtained shall b treatel as setter -4=d confidential
no reproduct.aw of this tfrawr-eg Cr arty -part t=ie+,f v`tatt be ma-Je
without the written cG4.unt..! CF PS
CONTRACT RESPONSIBILITIES
ITEM
GFPS
OTHERS
STREET WATER CONNECTION
UNDE RG ROuNrD WATER MAINS
EXCAVATIC"I
BACKFILL
WIRING
PAINTING
SPECIAL REQUIREMENTS
❑
004&51C PPE
O 5O£OtlE 40
O SCI-EpULE ED
OFM. IATERA_
❑ GNL4 l• -ZED PIPE
❑ GALI.,QED Fit L
O GALLAUI1ED MAI Lf A&.
I
❑ x" GV-.. Fit I aa:
FOREMAN NOTE
ANY DESIGN CHANGES OR ADDITIONAL MATERIAL
REQUIRED FOR -THIS PROJECT MUST BE CLEARED
AND ORDERED THRU THE ENGINEERING DEPT.
CONTACT:
PHONE:
SPRINKLERS
TYPE CRIF
TEMP
FINISH
CANOPY
SYMB QTY
(i E YY1 12
C-
C I-'
0 g;c,
THIS SHEET
• t0
eta'
Cz47
A
Hydraulic Reference Pont �TC}
Lune Des.gnat.on
rt of P.pe Be ow Bolton of Deck Q
cL of P.pe Apo..e Ref Pane 0
Ma.n Des.gr+at.ors
Earthouake Brac.ng. 2 & 4 Way #
Hanger -
tin.on -
Screv.ed Cap -
Grooved Cap
Screwed Plug
Ele.amon Chanpf in Pape
(not ihru floor)
SYT.'aOLS
Gale Valve -N R S IGVI
OSsYGale Va'.eICS&Yl
Flo.+S....tch IFS)
Mon,tor Sw.ich
Butterfly Valre
Alarm Valve (ALV)
£Iectr.r Bell
Water Mtor Gmlg (WMGI
Wafer Check Valve
Swing Check Va've
System R,ser
F.re Dept. Conn- (S.de.ea'kl IF DCI
Post tnd•cator Valve (Ply)
.2" F..e Hydrant (3 way!
- Thrust Block - -
�... Key Cate Sect.onal Vafre
Wath Roadv.ay Boa
Fire Hae Ass:mbty (see notes;
Insp•clotI Test - -
Grooved Covpl.aa (GCI
Flanged Connect.on
G•obc Valve -
Ar•#e Vale,
Dry P.pe Vatve
Fare Dept. Conn. tStandarc) (FOCI
F.re Dept Conn. (Ftushl (FOCI Th
ABBREVIATIONS
BOB f Botco'n of Bean.
BOO ' E.7Tto#T of Deck
BOP ' B-tt.r'. of Papa
DO = Duo -
HV - Hose Va've
N 4.0 - N.opte aid Cao
NIC ;hot .n Convert
NTS - Not to Scale
OS! Open Eat joists
PRY [ Pressure Fad Varve
RPJ' Foot Afan.fold
SP Standcpcn
TOB p Topof Bean..
TOP _ E Too of P.pe -
TOS Too of Steel
tdONI r Othe-12.12,2 Noted
n— — — -- _
k
F
SYSTEM TYPE
WET 3 DELUGE_O
DRY rJ PREACTFON0
3 ISO
C 1 R t
0 FM
7s"4I9
APPROVALS
OUT
Out
OUT
OUT
1M
'N
1P.
1N
GRINNELL
FIRE
PROTECTION
SY r s
CONTRACT NAME XER04
64DD SDUT1ACENTEK ISLVD
T UIC\NILA WA 95;SE
SCALE
DRAWN BY:
111•1 Hop:7Es
DESCRIPTION
CHECKED BY
SYSTEM DESIGN DATA -
I^tAZA wD
CLASSI•.CATION-
SYSTEM APEA-
DATE
riYGRAULtC DENSITY
DESIGN CASA
GPM.4.•SO. FT. SQ. FT/I-10
AREA OF APPLICATION
TOTAL SYSTEM
RE OUTPE MENTS
-SO-FT. PtOSE
ALLOWANCES Cry ENGINEERING DEPARTtiENT
THESE PLAN 5 PREPARE) AT
1
ICS
1,I7 F I
GPM AT
PST AT
.NATER SUPPLY INFORMATION STATIC PRESSURE
PSI
RESIOUALPRESSURE
PSI. WITH = GPM
TEST
TAKEN AT -
By DATE
-DRAWING ND_
FFL-
a
1500 D
f�JJ
------ 2" TO UPPER LEVEL
}
2
14 -NEW 84:2 CUTIN
1
1
f CENTRAL MOO AF DRY PIPE VALVE
2" OS & Y GATE VALVE
W/ TAMPER
AIR COMPRESSOR
z
I
I
i EXISTING 8" ALARM 'VALVE
—1-- ;
-- --
1 &3 I AL_ DRY SYS fE`.1 AIR CAPACITY
RISER SECTION
1/4- =
t
LIT)WH LLVEL
118„ = I' -p„
•
t
i
_t
2
2
2
\It
//
12-0 GG
12-0 GG
2
12-0 GG
EXISTING SPRINKLERS - TYPICAL
r+j
•
zl
.'J
:rYEw 2" DRY PIPE VALVE
3I!_
EXISTINC 8- A! ARM VALVE
6- _
3LAN
2' TO t;PPFR LEVEL
t_ !
2" DRY FROM LOM -IR LEVEL
I'
HAN ; W/ 2—HOLE CEILING FLG
3: -R LEVEL
=LEVEL
118.,_1'�O"
LA I
t
UPRIGHT SrPRINKLER
GENERAL LEGEND
BOD
BOB
BOJ
.FOS
FOW
EARTHQUAKE BRACING
PIPE HANGER
GROOVED CAP
RIGID COUPLING ( UNLESS NOTED )
CAP -
PLUG -
CEN TER1INE
HYDRAULIC REFERENCE PUNT
CENTERLINE PIPE TO BOTTOM CF DECK
CENTERLINE PIPE TO BOTTGM OF BEAM
CENTERLINE PIPE TO BOTTOM 0F JOIST
FACE OF STUD
FACE OF WALL -
FOC FACE OF CONCRETE
AFF ABOVE FINISHED FLOOR
CH CEIUNG HEIGHT
R.C. REDUCING COUPLING
6' OUTLET COUPLING
WELDED OUTLET
S "FIT' FITTING
E/C END TO CENTER
C/C CENTER TO CENTER
C/E CENTER TO ENO
GG _ GROOVE/GROOVE
TG - THREAD/GROOVE (ALSO "GT-)
TGF THREAD/"FIT. (ALSO "Fxr)
ATR ALL—THREAD ROD
SLOPE UNE FROM
127 TO 147
COLUMN
L-1
L—i
vrtALri ii -AY SECT
t#`
SPRINKLERS
S"I,4
LTSCRIPTION - - -- -
TEMP
OTY
1 t
I
` RELIABLE moo .G' BRASS LIPRsf;HT 1/21
165'
6
1 <7..
RELIABLE MOD 'G-3' DRY PENDENT - 1/2" -
155'
- 4
JOB TOTAL.
_- GENERAL NOTES - -
E - - -
1 SPRINKLER SYSTEM DESIGN PER N.F_P.A. #13
- 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED - - - - -
3 ARE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N_F.P.A.- #13 --
4 k FIR E PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO
ADEOUATELY SUPPORT THE FIRE SPRINKLER SYSTEM. OR ANY APPURTENANCES THEREOF _
5 -ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS -
F3 PIPE SIZING PERIN.F.P.A. #13 -- ORDINARY HAZARD - - -- - -
7 PIPING 10- BE 'DYNA-THREAD' FOR SCREWED PIPING / 'DYNA-FLOW' FOR GROOVED PIPING -
10
I _-
ACCEPTt
- fl WITHOUT Cfe►1MEN1
Ef AS NOTED 1. tR :ia - -
- 0 PER THE ACTA ; E)
The drawings affixed haret-a h ; i en
reviewed and accepted by t,t,) Ci;! of_
Tukwila Fire Dept. Additian.3, dot..=i ns
or revisions to these dr.:mi 1 ,s aft._: -..is - -
date will void this accedt.,,a ;1 c.n. -- 11 -
require a resubmittal of reviaeJ I. sings.
Final acceptance is subject to fi€l 1- - -
inspection by a representative of this =
department _ - - - -
DATE: //-;v-93 Sl%
.- CITY OF TUKWILA --
575-4407 - - -
OCATE U.
TUKWILA FIRE DEPARTMENT
Please call: 575.4407
and give this job - - -
No. 93 -S- a 7-s
and exact address for shut•
down or restoration approval.
9�pROTECTtO 4 S�
-
7TELCO LINE
TO MUM.
STAT 134
CCM &SDI
RISER ROOM
TELCO ROOM
FLOOR PLAN
SCALE' NONE
EXISTING
FOCUS 45
1 1
ISO vac
RISER
ACCEPTED
❑ WITHOUT COMMENTS.
❑ AS itikl ED IBJ RED
❑ PER THE ATTACHED LETTER
The drawings affixed hereto have been
reviewed and accepted by the City of
Tukwila Fire Dept. Additions, deletions
or revisions to these drawings after this
date will void this acceptance and will
r::quire a resubmittal of revised drawings.
Final acceptance is subject to field -
ins lection by a representative of this
department
DATE: 3//Y/9J_ BY: /4441 J7/
CITY OF TUKWILA
575-4407
LEGEND
tai
TUKWILA FIRE DEPARTMENT,
Please call: 575-440Z
and give this job
No. /S -F-070
and exact address for shuti i
down or restoration approval
EXISTING CONTROL UNIT
Q WATERFLOW DET. INSTALLED BY OTHERS
Q AIR FLOW SWITCH INSTALLED BY OTHERS
NOTE' ADT IS MAKING THE CONNECTION BETWEEN THE SWITCHES & THE F45 FOR MONITORING.
t;RAM PI D. LEE
A� a->
CHEOXD
_.
PROJECT NAME
ZEROX
KYISIC
S -
--—
--
_
.
,
11 3114 =DI AK.
Fx tSIa
CRLISON
DATE`
'
SHEET T I TLE
FIRE ALARM MONITORING
OSWALT
si ma in -MS
SCALD NINE
j,TY SYSTEX4
IXSCR IPT IQi
SHEET
ADT -1