HomeMy WebLinkAboutPP - 4344 S 104TH PL - HERZOG GLASS - PERMITS AND PLANS4344 S 104TH PL
ASSOCIATED PERMITS
13-S-173
08-S-59
HERZOG GLASS
CASCADE ALARM
SITE LOCATION
Site Address:
Tenant Name:
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**
13 t( S /0y-1 p/
King Co. Assessor's Tax No.:
/11e/ c)9c%5
Property Owner's Name: 5 H I f 2ert / r 5
1r r►
Suite Number: if Floor:
New Tenant? El - Yes '- No
Mailing Address:
City State Zip
CONTACT PERSON-if there are questions about the submittal.
/
Name: /2L-[ cl 6 d
Company Name: (--,4 5-051-0' P
fl69c2j -245-9
Mailing Address:
E-mail Address:
Day Telephone: Z- 4 V
//5i/
/ City State Zip
(i9SC P /1;4/24, r U, Fax Number:
Total number of new/relocated devices or sprinkler heads:
Valuation of Project (contractor's bid price): $ 3 Z 0 / / /
Scope of Work please provide detailed information): f `t 5-41- // O /Y e //jl 41 fi /' 9 V s
/ ad / %foo ni Pw eq e /2 4 c I( , _
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 0 ORIZE ! • GENT:
Signature:
Print Name:
Plan Permit App.doc
Date: /7—/10 —7 3
Day Telephone:27 2 S / i`
1/2/13 TFD FP Form 8
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: Herzog Glass
4344 S 104th PI
Permit No.: 13-S-173
Date: July 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 ' 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 teat results in a loss of pressure in excess of 1.5 psi for the
24 hours shall be corrected.
• Maintain a 4 ft. clear space around the sprinkler riser for emergency access.
• An electrically supervsed post indicating valve (PIV) is required.
• PIV shall have the building number served by the PIV stenciled vertically in 3 -
inch high white numbers on a "safety red" background, facing the direction of
vehicular access.
• The height of the fire department connection (FDC) shall be 36 to 48 inches
above grade.
• The FDC shall have a downward angle bend of 30 degrees with a 5 -inch Storz
connection and a Kncx locking Storz cap.
• Install listed water shields on in -rack sprinklers.
• Installation of all electrical pre -action system components requires a separate fire
alarm permit and an electrical permit.
• These conditions apply to all sprinkler piping exposed as necessary to
accomplish the permitted scope of work.
All code references are NFPA 13, 2013 Edition.
Thes
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Addie
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Final
Ttie
Date
A
TUKWILA FIRE DEPARTMENT
Please call 206-575-4407 and
give this Fire Permit No,
GENERAL NOTES
I . DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND
CITY OF KENT REQUIREMENTS.
2. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED.
3. PIPE: ALL PIPE 2' AND SMALLER TO BE SCHEDULE 40 BLACK STEEL.
ALL PIPE 2? AND LARGER TO BE SCHEDULE I 0 BLACK STEEL,
4. FITTINGS: ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE
DUCTILE IRON.
5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS.
G. ALL ELECTRICAL WIRING AND CONDIUT TO BE PROVIDED AND INSTALLED BY OTHERS.
7. NOT USED
8. OWNER I5 RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT I5 SHOWN ON THE CONTRACT
DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILUARY
DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY CASCADE TO SUPPUMENT THE STRUCTURE
TO ACCOMODATE FIRE SPRINKLER PIPING LOADS,
9. CASCADE ALARM ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION,
PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED
OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED
DIRECTLY BY CASCADE ALARM.
10. NOT USED
1 I . ALL DIMENSIONS ARE TO CENTERLINE OF PIPE.
12. DOTTED LINES DENOTE EXISTING PIPE.
I3. SYMBOLS/ABREVIATIONS:
X' -X`
DENOTES CENTER LINE OF SPRINKLER PIPE APF.
- DENOTES CEILING HEIGHT.
AFF - CENTERLINE OF PIPE ABOVE FINISHED FLOOR.
BDK - CENTERLINE OF PIPE BELOW BOTTOM OF DECK.
OF - FLEXIBLE GROOVED COUPLING.
MT - MECHANICAL TEE
FD - FLEXABLE DROP NIPPLE. SEE PLAN FOR LEGNTH.
J-- THREAD END PLUG
Al - HYDRAULIC REFERENCE NODE.
6' UNISTRUT
BOLT TO STRUCTURE
1000 CLAMP
LINE
(E) UPPRIGHT
STRUCTURE
HANGER DETAIL #1
Vicinity Map
•
CONTRACT NAME:
Herzog Glass
IMPORTANT
in localities subject to freezing conditions, it is the owner's
responsibility 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 application herein
contained is the property of Cascade Alarm,
and is loaned upon express
conditions that the same be returned to Cascade Alarm
upon request; all
information herein contained shall be treated as secret, and
confidential; no reproduction of this drawing or any part
thereof shall be made without written consent of Cascade Alarm.
CONTRACT RESPONSIBILITIES
SPRINKLERS
ITEM
CASCADE OTHERS
TYPE I ORIFICE TEMP. FiNISH
TY -FRB J 1/2" 155 BRASS
CANOPY SYMBOL QTY.
V
8
SYSTEM TYPE
WET ® •___❑
❑ 0
Cascade. Alarm
4344 S 104th PI Suite A
Seattle, WA. 98178
CONTRACT. WITH:
SCALE:
1/4"=1'-0"
DRAWN BY:
REID
DESCRIPTION: PIPING PLAN
CHECKED BY:
NO.
@U DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN ELTA
TOTAL THIS SHEET
8
APPROVALS
❑ OUT
0
IN
OUT IN
OUT IN
OUT IN
FIRE PROTECTION DIVISION
Post Office. Box 7459, Kent, WA.
206-767-5800, Ext 2
SYSTEM DESIGN DATA
DATE:
7/12/17
HAZARD
f`I &&4KICA11r114.
SYSTEM AREA:
HYDRAUUC DENSITY:
IWSIGN DATA
GPM/SQ. FT. SO. FT./HD.
AREA OF APPUCATION:
so. FT• All WAN/:FS! GPM
TOTAL SYSTEM
RFOUIRFMENTS:
GPM. AT:
PSI. AT :
WATER SUPPLY INFORMATION: STATIC PRESSURE PSI.
DRAWING NO.
FP 1
RESIDUAL PRESSURE :
PSI. WITH GPM FLOWING
TEST
TAKEN AT
BY
DATE
PAID
JUL. 1.6 2013
t KWILA FIRE
13-5-/73
o without Comments
❑ As Noted in Red
and exact address for shut-
down or restoration approval
CSZ Per The Attached Letter
plans have beer, reviewed by The Tukwila Fire
iition Bureau tc.i conformance with current City
ards. Accor::n ce is subject to errors and
mw.M
lOt'
9
lions which czc no a.utnorize vioiacians of adopted
lards and ord,;,ances. The responsibility for the
/
Marcy' O! f:Y3.4fri t x sts totaliy with the designer,
ions, ck?le'•-iof : or revisions to Mese drawings after
late wt'I void t!?i ',c,,:eptanc and will require a
drawings for approval.
rriittai of r :vised subsequent
"ukwi a iIs subjectratio to field test and inspection ; 1,
"ukwii4a Fire Prevention Bureau.
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(E) LINES & MAINS AT ROOF
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(E) LINES & MAINS AT ROOF
___ ___ ___ _e_ ___ _1h__0.
EXISTING OFFICE NO CHANGE
___ ___ ___ ___
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----e----------
PIPING PLAN
e_----( -----
-
L L1
W
GENERAL NOTES
I . DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND
CITY OF KENT REQUIREMENTS.
2. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED.
3. PIPE: ALL PIPE 2' AND SMALLER TO BE SCHEDULE 40 BLACK STEEL.
ALL PIPE 2? AND LARGER TO BE SCHEDULE I 0 BLACK STEEL,
4. FITTINGS: ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE
DUCTILE IRON.
5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS.
G. ALL ELECTRICAL WIRING AND CONDIUT TO BE PROVIDED AND INSTALLED BY OTHERS.
7. NOT USED
8. OWNER I5 RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT I5 SHOWN ON THE CONTRACT
DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILUARY
DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY CASCADE TO SUPPUMENT THE STRUCTURE
TO ACCOMODATE FIRE SPRINKLER PIPING LOADS,
9. CASCADE ALARM ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION,
PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED
OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED
DIRECTLY BY CASCADE ALARM.
10. NOT USED
1 I . ALL DIMENSIONS ARE TO CENTERLINE OF PIPE.
12. DOTTED LINES DENOTE EXISTING PIPE.
I3. SYMBOLS/ABREVIATIONS:
X' -X`
DENOTES CENTER LINE OF SPRINKLER PIPE APF.
- DENOTES CEILING HEIGHT.
AFF - CENTERLINE OF PIPE ABOVE FINISHED FLOOR.
BDK - CENTERLINE OF PIPE BELOW BOTTOM OF DECK.
OF - FLEXIBLE GROOVED COUPLING.
MT - MECHANICAL TEE
FD - FLEXABLE DROP NIPPLE. SEE PLAN FOR LEGNTH.
J-- THREAD END PLUG
Al - HYDRAULIC REFERENCE NODE.
6' UNISTRUT
BOLT TO STRUCTURE
1000 CLAMP
LINE
(E) UPPRIGHT
STRUCTURE
HANGER DETAIL #1
Vicinity Map
•
CONTRACT NAME:
Herzog Glass
IMPORTANT
in localities subject to freezing conditions, it is the owner's
responsibility 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 application herein
contained is the property of Cascade Alarm,
and is loaned upon express
conditions that the same be returned to Cascade Alarm
upon request; all
information herein contained shall be treated as secret, and
confidential; no reproduction of this drawing or any part
thereof shall be made without written consent of Cascade Alarm.
CONTRACT RESPONSIBILITIES
SPRINKLERS
ITEM
CASCADE OTHERS
TYPE I ORIFICE TEMP. FiNISH
TY -FRB J 1/2" 155 BRASS
CANOPY SYMBOL QTY.
V
8
SYSTEM TYPE
WET ® •___❑
❑ 0
Cascade. Alarm
4344 S 104th PI Suite A
Seattle, WA. 98178
CONTRACT. WITH:
SCALE:
1/4"=1'-0"
DRAWN BY:
REID
DESCRIPTION: PIPING PLAN
CHECKED BY:
NO.
@U DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN ELTA
TOTAL THIS SHEET
8
APPROVALS
❑ OUT
0
IN
OUT IN
OUT IN
OUT IN
FIRE PROTECTION DIVISION
Post Office. Box 7459, Kent, WA.
206-767-5800, Ext 2
SYSTEM DESIGN DATA
DATE:
7/12/17
HAZARD
f`I &&4KICA11r114.
SYSTEM AREA:
HYDRAUUC DENSITY:
IWSIGN DATA
GPM/SQ. FT. SO. FT./HD.
AREA OF APPUCATION:
so. FT• All WAN/:FS! GPM
TOTAL SYSTEM
RFOUIRFMENTS:
GPM. AT:
PSI. AT :
WATER SUPPLY INFORMATION: STATIC PRESSURE PSI.
DRAWING NO.
FP 1
RESIDUAL PRESSURE :
PSI. WITH GPM FLOWING
TEST
TAKEN AT
BY
DATE
PAID
JUL. 1.6 2013
t KWILA FIRE
BOEING ACCESS ROAD S.
SCALE: N.T.S.
SPRINKLER PIPING PLAN N#TES
1. ALL NEW PI''ING SHALL BE SUPPORTED BY HANGERS PER N.F.P.A. 13.
2. NO PORTION OF THIS CONTRACTOR'S WORK IS TO BE COVERED OR
CONCEALED BY ANY TRADE UNTIL SYSTEM RELOCATIONS HAVE BEEN
ACCEPTED OR SIGNED OF BY TUKWILA FIRE DEPARTMENT.
3. " " DENOTES EXISTING SPRINKLER PIPING.
4. " " DENOTES NEW SPRINKLER PIPING.
5. ALL ELECT ICAL DONE BY OTHERS.
6. OWNER'S RESPONSIBILITY TO MAINTAIN HEAT AT OR ABOVE 40 DEGREES F.
2X8 WOOD JOIST 16" ON Q
1/4X0-21/2 WOOD SAMMY
SCREW
318" A.T.R:-->
3/8" ROD BUTTON----->
PIPE HANGER RING---).
SPRINKLER PIP
' SIDE MOUNTED
WOOD SAMMY
SCREW
4°'-- 3/8" A.T.R.
#14
SCALE: N.T.S.
SCOPE OF WORK
1. RELOCATE TWO HORIZONTEL SIDEWALL SPRINLER TO ACCOMADATE A WIDER DOOR.
2. RELOCATE TWO HORIZONTEL SIDEWALL SPRINKLER TO ACCOMADATE A TALLER DOOR.
32'-0"
440'-0"
4- —
DEMI `rt. G WALL
DEMISING WALL
U,
AI°,..ACENT TENANT
as
c1
1 1/2"
9
-
6" '
•
WAREHOUSE
EXISTING HORIZONTEL SIDEWALL
IS TO BE RELOCATED DUE TO ROLL UP DOOR BEING ENLARGED BY 2'-0"
12'-0" .—EXISTING DOOR WIDTH
EXIST. MAIN P4,
I
30'-0"
32'-0"
1
LUNCHROOM
CORRIDOOR
coo
— - mem ores
2
may_
v AREHOUSEi
MOM ®. ..:11/4_
-o
r
EXISTING SSU
1 1/4 -
o-_-_-0
r
RELOCATE IDEWAL TO
ACCOMADATE TALLER DOO
— _{}_- — -0--
A.F.F.
-O- — -0- — - •Glaanal - ®®0 -
EXISTING SSU
1
OFFICE
-0---
OFFICE
12'-0"
r
HORIZONTAL
SIDEWALL
%O- _z_ - -0
NEW DOOR
-r-.0®_--0--0-
OM= MUM IMINI
—
•
NO CHANG S
OFTICE
OFFICE
JAN.
J
--0--
OPEN OFFICES
c
-0
NEW ENLARGED DOOR WIDTH 14'-0" EXISTING DOOR TO BE ENLARGED TO 14"-D"WIDE
32'-0"
440'-0"
32'-0"
9
co
DOOR HEIGHT CHANGED
-4 4' '— TO 12`-10"
N
3
l
•
•
ACCEPTED
Without Comments
As Noted In Red
Par The Attached Letter
I nese plans have been reviewed by The Tukwila Fire
Prevention Bureau for conformance with current city
standards. subject Acceptance is
P .,t to errors and
omissions which do not authorize violations of adopted
steno arcs and ordinances. The reoonsibiltty for the
adequacy of design rests totally with the designer.
Adciti ms, deletions or revisions to these drawings atter
tt 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: 3 J D 2 By: 675 --
SCALE: 1/8" = 1'-0"
HANGERS
SPRINKLER HEAD SYMBOLS
SPRINKLER DESCRIPTION
SCOPE OF WORK
APPROVALS & INSPECTION PHONE
COPIES
OCCUPANCY
CONTRACT WITH
1. U -HOOK
2. COACH SCREW, ROD & RING
3. CEILING PLATE, ROD & RING
4. EYE ROD, WOOD SCREW & RING
5. EYE ROD, CONC. FASTENER & RING
6. QUICK BOLT, ROD & RING
7. POWDER DRIVEN STUD, ROD & RING
8. TOGGLE NUT, ROD & RING
9. RESTRAINER C -CLAMP, ROD & RING
10. TOP BEAM C -CLAMP, ROD & RING
11. TRAPEZE
12. SIDE BEAM BRACKET, ROD & RING
13. SHORT CLIP
O-- UPRIGHT ON LINE
13— PENDENT ON LINE
O— UPRIGHT ON STUB -UP
--O DRY PENDENT
SIDEWALL
UPRIGHT & PENDENT
TYPE
SYM.
TEMP
QTY.
HORIZONTEL SIDEWALL CHROME
go
155
4
TOTAL
ORDINARY GROUP ONE
ADDRESS
CITY
PHONE
WATER DEPT.
ARCHITECT
ADDRESS
CITY
PHONE
ADDRESS
CITY
PHONE
CASCADE ALARM LLC
P.O. Box 7459
Kent, Wa. 98042
HERZOG iLASS COMPANY
LINDAL INDUSTRIAL PARK
TUKWILA, WA.
HDS. THIS SHT
JOB NO.
DWG. NO.
DRAWN
DATE
SCALE
1 OF
2/22/08AS NOTED
i$ 46
'nY
rtMWILA FIRE DEPARTME.ra
Please call: 575-4407
and give this job
No._ 0
5
and exact address for shut.
down or restoration aDoro,,aE
I