BLD-05-0256City of Yelm
Community Development Department
Building Division
Phone: (360)458-8407
Fax: (360)458-3144
Applicant:
Name: Yelm Senior Center
Address: P.O. Box 474 City: Yelm
Property Informafion:
Site Address: 16530 103rd Ave. SE
Assessor Parcel No. 64303600302 Subdivision: NIA
Contractor Information:
Name: Triad Service Electric Contact:
Address: 2020 Humboldt St. City: Bellingham
Contractor License No: TRIADEC111OG Expires: 11107105311
Project Information:
Project: New Senior Center
Description of Work: Fire Sprinkler Permit
Permit No: BLD-05-0256-YL
Issue Date: 08/76/2005
(Work must be started within 180 days)
Receipt No: 38020
Phone: 458.7733
State: WA Zip 98597
Lot: NIA
Phone: 360-671-3000
State: WA Zip: 98225
Business License:
Sq. Ft. perfloor: (1st) 0 (2nd) 0 (3rd) 0 Garage 0 Basement 0
Heat Type (Electric, Gas, Other): OTHER
Fees:
Item Ilem Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc
Building Permit-Other 247.89 0.00 0.00 0.0000 0.0000 $1,000
Building Plan Review 161.12 0.00 0.00 0.0000 0.0000
TOTAL FEES: 5409.01
Applicants Affadavit:
OFFICIAL USE ONLY
I certify that I have read and examined the information contained within the application and know the same
to be tr ot. I also c@nify that the proposed structure is in conformity with all applicable City of # Sets of Prints:
Vel u ations ~ ing tho verning zoning and lantl subdivision, and in addition, all covenants,
e ments a estri ions eco applying as a contractor, I futher certify that I am currently
re i 'the St of hin Finallnepec0on:
Signat e - Date Date~C
i •
By:
Firm
City of Yelm
Community Development Department
Building Division
Phone: (360) 458-8407
Fax: (360) 4583'144
Applicant:
Name: Yelm Senior Center
Address: P.O. Box 474
Project Information:
Project: New Senior Center
Description of Work: Fire Sprinkler Permit
Site Address: 16530103rd Ave. SE
Fees:
Item
Building Permit Other
Building Plan Review
Acct Code
032 001-322-10-00
100 001-345-83-00
TOTAL FEES:
PAID
AUG i s 2no5
CITY OF YELM
Permit Fees Schedule
Permit No: BLD-05-0256-YL
-~~~~~
Phone: 458-7733
State: WA Zip 98597
City: Yelm
Item Fee
247.89
161.12
aaos.ot
Assessor Parcel No. 64303600302
Base Amt Unit Fee Unit Rate No. Units Unit Desc
0.00 0.00 0.0000 0.0000 $1,000
0.00 0.00 0.0000 0.0000
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YELM SENIOR CENTER Drawing Date:2/12/-OS
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: YELM SENIOR CENTER
Location:
Drawing Date: 2/12/-05
Contractor: EMERALD FIRE, LLC
11021 CRAMER RD. KPN.
GIG HARBOR, WA
Designer: D.
Calculated By
Construction:
Reviewing Au t]
TEM DESIGN
YATES
:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19946
~orities:LOCAL
2/18/05 11:95
Remote Area Number: 1
Telephone: (253) 857-2056
Occupancy:
Code:NFPA #13 Hazard:ORD GRP 1 System Type:WET
Area of Sprinkler Operation 900 sq ftt Sprinkler or Nozzle
Density (gpm/sq ft) 0. 150 I Make: GLOBE
Area per Sprinkler 115 sq ftl Model: J QR
Hose Allowance Inside 0 gpm I K-Factor: 5.60
Hose Allowance Outside 250 gpm I Temperature Rating: 155
CALCULATION SUMMARY 8 Flowing Outlets
gpm Required: 407.4 psi Required: 93.9 @ CITY CONN
WATER SUPPLY
Water Flow Test I Pump Data I Tank or Reservoir
Date of Test I Rated Capacity 0 gpm I Capacity 0 gal
Static Pressure 56.0 psi I Rated Pressure 0.0 psi I Elevation 0
Residual Pres 48.0 psi I Elevation 0 I
At a Flow of 1170 gpm I Make: I Well
Elevation 0" I Model: I Proof Flow 0 gpm
Location: AT STREET
Source of Information: GENERAL CONTRACTOR
SYSTEM VOLUME 53 Gallons
Notes:
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YELM SENZGR CENTER Drawing Date:2/121-05 2118/05
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram.
K FACTOR F_ow factor for open head or path where Flow (gpm) = K x
SSZE Nominal size of pipe.
ID Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
TYPE Type or schedule of pipe
# FITS number of fittings as follows:
90 - 90 deg E11 45 - 45 deg E11 T - Tee LT - Long
SPEC - Fitting other than above or fitting with hydraulic
equivalent length specified by manufacturer.
Pt Total pressure (psi) at fitting
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn Normal pressure (psi)
where Pn = Pt - Pv
Pdrop Pressure loss in pipe rise or drop to an open head.
Phead Pressure at an open head.
ELEV elevation from branch tee to open head.
PIPE pipe length from branch tee to open head.
FITS fitting equivalent length from branch tee to open head.
11:95
-\/P
Turn 90 E11
NOTES:
- Pressures are balanced to 0.001 gpm. Pressures are listed to
0,01 psi. Addition may vary by 0.01 psi due to accumulation of
round off.
- Calculations conform to NFPA 13 edition.
- Velocity Pressures are not considered in
- Fath #1 is from the most remote head back
- Later Paths are from the next most remote
defined paths
these Calculations
to the water source.
head back to previously
YE1~ SENIOR CEN7ER Drawing Gate:2/12/ G5 2/18/05 11:45
REMOTE AREA #1
FLOW
(GPM) PIPE
# OF LENGTH
FITS FEET
PAGE 1
PRESSURE BRANCH LINE
SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Ft Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH)
HEAD 4 14.8 1" 0 0 11'0" 5.6 fps 6.8 6.8 -18"
0.17 gpm/sq ft 1.099" 0 0 0" 0.075 0.8 -0.2 18"
K= 5.60 19.8 120 90 0 11'0" 0" 0.0 7.0 60"
HEAD 5 i5.6 1" 1 0 5'6" 11.9 fps 7,7 7.7 -18"
0.18 qpm/sq ft 1.049" 1 0 7'0" 0.283 3.5 -0.1 18"
K= 5.60 30.4 120 90 0 12'6" 0" 0.0 7,B 60"
REF 21 36.4 l~s" 0 0 9'6" 13.3 fps 11.2
PATH 2 1.942" 0 D D" 0.256 2.4
K= 10.86 66.8 120 10 0 9'6" -2" -0.1
REF 20 20.2 1." 0 0 35'5" 17.3 fps 13.6
PATH 9 1.942" ]. 0 6'0" 0.420 17.9
K= 5.49 87.1 120 10 0 41'5" -B" -0.3
REF Al 2'h" 0 0 13' 10" 5.2 fps 30.'7
2.635" 0 0 0" 0.022 0.3
87.1 120 10 0 13'10" 0" 0.0
REF A2 70.4 2'~" 9 0 20'7" 9.4 fps 31.0
PATH 5 7_.635" 0 0 21'0" 0.067 2.8
K= 12.69 157.4 120 10 0 91'7" B" 0.3
REF W 157.4 qpm PATH 1 IC= 26.99 39.0 psi
PATH 2 FROM HYDRAULIC REFERENCE 1 TO 21
HEAD 1 l~f 1" 0 0 1'5" 6.8 fps 10.3 10.3 -15"
0.16 gpmisq ft 1.099" 1 0 5'0" 0.108 0.7 -0.2 15"
"
K= 5.60 18.1 120 40 0 6'S" 0" 0.0 10.5 24
REF 23 1a" 0 0 11'0" 3.6 Tp5 ll.u
1.942" 0 0 0" 0.023 0,3
18.1 120 10 0 11'D" -3" -0.1
CONTZNUED 11.1 psi
YELM SENIOR CENTER Drawing Date:2/12/-OS 2/18/05 11:45
HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID qpm psi TOTALS
Hydr Ref W Required at Hyd Area 1 157 34.0 psi
i 2~" Grvd 90 E11 6' 120 2.469 157 0.5
1 Pipe 2~" 10x.21 CSC 9' 12C 2.635 137 0.6
Total Loss fo.r TO SYSTEM
1 2h" Fingd Back Flow Valve Ames "200 CHART LOSS
Elevation Change 10'3"
157 2.7
4.q
1.1 psi
Total Loss for THRU RISER
Hydr Ref R1 Required at AT BASE OF RISER
2 9" MJ 90 E11 20' 120 9.026
1 Pipe 9" DIx18 C1 52 360' 140 9.510
1 4" Fingd Gate Valve CSC "722 U" 2' 120 4.026
1 9" MJ Te e?Take Out? 20' 120 4.026
Fixed Flow Outside Hose A11ow.
Total Loss for THRU UNDG
Hydr Ref R2 Required at CITY CONN 407
Water Source 56.0 psi static, 48.0 psi residual @ 1170 gpm 407 gpm
SAFETY PRESSURE
7.1 psi
157 42.2 psi
157 0.2
157 1.3
157 0.0
157 0.2
250 gpm
1.7 psi
43.9 psi
54.9 psi
11.0 psi
Available Pressure of 59.9 psi Exceeds Required Pressure of 43.9 psi
This is a safety margin of 11.0 psi or 20 ~ of Supply
Maximum Water Velocity is 17.3 fps
YFLM SEDiICR CENZSR Dr.a~+~inq Date:2/12J-05 2/18/05 11:95
REMOTE AREA #1
FLOW
(GPM) PIPE
# OE LENGTH
FITS FEET
PAGE 2
PRESSURE BRANCH LINE
SUhAfARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Yit Phead FITS
PATH 2 FROM HYDRAULIC REFERENCE 1 TO 21 CONTINUED
REF 22 18.3 1," 0 0 11" 7.2 fps 11.1
PATH 3 1.992" 0 0 0" 0.084 0.1
K= 5.49 36.4 120 10 0 11" -0" -0.0
REF 21 36.4 qpm PATH 2 K= 10,88 11.2 psi
PATH 3 FROM HYDRAULIC REFERENCE 2 TO 22
HEAD 2 18.3 1" 0 0 1'S" 6.9 fps 10.4 10.4 -18"
0.16 gpm/sq ft 1.099" 1 0 5'0" 0.110 0.7 -0.3 18"
Y= 5. 60 18.3 120 40 0 6'S" 0" 0.0 10.7 29"
REF 22 18.3 qpm
3 K= 5.4B 11.1 pai
PATH 9 FROM HYDRAULIC REFERENCE 3 TO 20
HEAD 3 20.2 1" 0 0 9" 7.6 fps 12.8 12.8 -20"
0.18 gpm/sq ft 1.099" 1 0 5'0" 0.133 O.B -0.2 20"
K= 5.60 20.2 120 90 0 5'9" 0" 0.0 13.0 29"
REF 20 20.2 qpm PATH 4 K= 5.49 13.6 psi
PATH 5 FROM HYDRAULIC REFERENCE 6 TO A2
HEAD 6 23.0 1" 0 0 1'3" 8.6 fps 16.9 16.9 -15"
0.21 gpm/sq ft 1.049" 1 0 5'0" 0.169 1.1 0.0 15"
"
K= 5.60 23.0 120 90 0 6'3" 0" 0.0 16.9 29
REF 26 1~," 0 0 11'0" 9.6 fps IB.O
1.442" 0 0 0" 0.036 0.4
23.0 120 10 0 11'0" -3" -0.1
REF 25 23.2 1'," 0 0 10'5" 9.2 fps 18.3
PATH 6 1.942" 0 0 0" 0.130 1.9
K= 5.44 46.3 120 10 0 10'5" -3" -0.1
CONTINUED 19.5 psi
YELM SENIGR CENTER DraNing Date:2/12/-OS 2/lpl05 11:95
REMOTE AREA #1
FLOW
(GPM) PZPE
# OF LENGTH
FITS FEET
PAGE 3
PRESSURE BRANCH LINE
SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ZD T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PZPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 5 FAOM HYDRAULIC REFERENCE 6 TO A2 CONTINUED
REF 29 29.1 1," 0 0 35' 5" 14.0 fps 19.5
PRTH 7 1.942" 1 0 6' 0" 0.283 11.7
K= 5.45 70.9 120 10 0 41' 5" -8" -0.3
REF A2 70.4 gpm
K= 12.64 31.0 psi
PATH 6 FROM HYDRAULIC REFERENCE 7 TO 25
HEAD 7 23.2 1" D 0 1' 3" 8.7 fps 17.2 17.2 -18"
D.21 qpm/sq ft 1.099" 1 0 5' 0" 0.172 1.1 -0.0 18"
K= 5.60 23.2 120 40 0 6' 3" 0" 0.0 17.2 24"
REF 25 23.2 gpm PATH 6 K= 5.4
PATH 7 FROM HYDRAULIC REFERENCE 8 TO 24
18.3 psi
HEAD 8 24.1 1" 0 0 11" 9.0 £ps 18.4 18.9 -20"
0.21 gpm/sq ft 1.049" 1 0 5'0" 0.189 1.1 -0.1 20"
K= 5.60 24.1 120 40 0 5'11" 0" 0.0 18.5 24"
24 24.1 gpm PATH 7 K= 5.45 19.5 psi
'YEL~~i SENZCR CE;iZER Grawing Date:2/i2/-05
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: YELM SENIOR CENTER
Loca*_ion:
Drawing Cate: 2/12/-05
Contractor: EMERALD FIRE, LLC
11021 CRAMER RD. xPN.
GIG HARBOR, WA
Designer: D. PATES
Ca:culated By:SprinkCAD
www.sprinkcad.com
951 N. Cannon Ave.
Lansdale, PA 19496
Construcrion:
Reviewing Authorities:LOCAL
2/12/GS 11:95
Remote Area N~::mber: 2
Telenhcre:(253) 657-2056
Occupancy:
SYSTEM DESIGN
:NFPA #13 Hazard:LIGHT System Type:WET
Area of Sprinkler Operation 900 sq ftl Sprinkler or Nozzle
Density (gpm/sq ft) 0. 100 I Make; GLOBE
Area per Sprinkler 118 sq ftl Model: J OR
Hose Allowance Inside 0 gpm I K-Factor: 5.60
Hose Allowance Outside 100 gpm I Temperature Rating: 155
CALCULATION SUMMARY 8 Flowing Outlets
gpm Required: 252.6 psi Required: 35.9 @ CITY CONN
WATER SUPPLY
Water Flow Test I Pump Data I Tank or Reservoir
Date of Test I Rated Capacity 0 gpm I Capacity 0 gal
Static Pressure 56.0 psi I Rated Pressure 0.0 psi I Elevation 0
Residual Pres 98.0 psi I Elevat ion 0 I
At a Flow of 1170 gpm I Make: ( Well
Elevation 0" I Model: I Proof Flow 0 gpm
Location: AT STREET
Source of Information: GENERAL CONTRACTOR
SYSTEM VOLUME 53 Gallons
Received
MAR 2 5 2005
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YEi,M SEd;TGR CENTER u"ra>+ing Gate:[/12i-GS 2/:2/G= 11:95
LEGEND
'YD REF Hydraulic reference. Refer to accompanying flow diagram.
K FACTOF. Flow factor for open head or path where Flow (gpm) = K x -\/P
SIZE Nominal size of pipe.
iD Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
TYPE Type or schedule of Wipe
@ FITS number of fittings as follows:
90 - 90 deg E11 45 - 45 deg E11 T - Tee LT - Long Turn 90 E11
SPEC - Fitting other than above or fitting with hydraulic
equivalent length specified by manufacturer.
Pt Total pressure (psi) at fitting
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^9.87
Pe Pressure due to change in elevation
where Pe = 0.933 x change in elevation
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^9
Pn Normal pressure (psi)
where Pn = Pt - Pv
Pdrop Pressure loss in pipe rise or drop to an open head.
Phead Pressure at an open head.
ELEV elevation from branch tee to open head.
PIPE pipe length from branch tee to open head.
FITS fitting equivalent length from branch tee to open head.
NOTES:
- Pressures are balanced to 0.001 gpm. Pressures are listed to
0.01 psi. Addition may vary by 0.01 psi due to accumulation of
round off.
- Calculations conform to NFPA 13 edition.
- Velocity Pressures are not considered in these Calculations
- Path #1 is from the most remote head back to the water source.
- Later Paths are from the next most remote head back to previously
defined paths
YE7.~~1 SENIGR CENTER DraNing Date:2/12/-05
HYDRAULIC CALCULATION DETAILS
QTY DESCRIPTION
HYDRAULIC
LENGTH C ID
Hydr Ref W Required at Hyd Area 2
1 24" Grvd 90 E11 6' 120 2.969
'~ ?ipe 2'~" 10x21 CSC 9' 120 2.635
Total Loss for TO SYSTEM
1 2'~" Fingd Back Flow Valve Rmes "200 CHART LOSS
Elevation Change 10'3"
Total Loss for THRU RISER
Hydr Ref R1 Required at AT HASE OF RISER
2 4" MJ 9D E11 20' 120 4.026
1 Pipe 9" DIx18 C1 52 360' 190 4.510
Fixed Flow OUTSIDE HOSE
1 9" Fingd Gate Valve CSC "722U" 2' 120 4.026
1 9" MJ Tee?Take Out? 20' 120 9.026
2!18/05 11:95
FLOW LOSS
gpm psi TOTALS
153 25.9 psi
153 0.5
153 0.5
153 2.7
9.9
1.0 psi
7.1 psi
153 34.1 psi
153 0.2
153 1.2
100 gpm
253 0.0
253 0.4
Total Loss for THRU UNDG 1.9 psi
Hydr Ref R2 Required at CITY CONN 253 35.9 psi
Water Source 56.0 psi static, 48.0 psi residual @ 1170 gpm 253 gpm 55.5 psi
SAFETY PRESSURE 19.6 psi
Available Pressure of 55.5 psi Exceeds Required Pressure of 35.9 psi
This is a safety margin of 19.6 psi or 35 ~ of Supply
Maximum Water Velocity is 15.7 fps
'_'E'L;'4 SS;~ICR CEN7cR
REMOTE AREA #2
FLOW
(GPM) PIPE
HYD REF OUTLET SIZE
ID
K FACTOR PIPE C TYPE
~_awinq Gate: 2/12
# OF LENGTH
FITS FEET
90 45 PIPE
T LT FITTINGS
OTHER TOTAL
/-OS 2i18/OS
PRESSURE
SUMMARY
VELOCITY Pt Pt
IASS PSI/FT Pf Pv
ELEVATION Pe Pn
PATH I FROM HYDRAULIC REFERENCE 9 TO W (PRIMARY PATH)
11:45
PAGE 1
BRANCH LINE
TO HEAD
Pn ELEV
Pdrop PIPE
Phead FITS
READ 9 19.8 l," 0 0 8'6" 2.9 fps 7.0 7.0
0.13 gpm/sq ft 1.442" 0 0 0" 0.016 0.1 -0.0
K= 5.60 14.8 120 10 0 B'6" -2" -0.1 7.0
HEAD 10 14.9 iii" D D E'6" 5.9 fps 7.1 7.1
0.13 gpm/sq ft 1.942" 0 0 0" 0.057 0.5 -0.0
K= 5.60 29.7 120 10 0 8'6" -2" -0.1 7.1
HEAD 11 15.3 1~," 0 0 8'6" B.9 fps 7.5 7.5
0.13 gpm/sq ft 1.442" 0 0 0" 0.129 1,1 -0.0
K= 5.60 95.0 120 10 0 8'6" -2" -0,1 7.5
HEAD 12 16.3 1." 0 D 6'6" 12.2 fps 8,9 8.9
0.14 gpm/sq ft 1.942" C 0 0" 0.219 1.9 -D.0
K= 5.60 61.3 120 10 0 8'6" -2" -0.1 8.4
HRAD 13 17.9 lea" 0 0 30'2" 15.7 fps 10.2 10.2
0.15 gpm/sq ft 1.442" 1 0 6'0" 0.352 12,7 -0.0
K= 5.60 79.2 120 10 0 36'2" -5" -0.2 10.2
AEF Al 2'-t" 0 D 13'10" 9.7 fps 22.8
2.635" 0 0 0" 0.019 0.3
79.2 120 10 0 13'10" 0" 0.0
REF A2 73.9 2h" 4 0 20'7" 9.1 fps 23.D
PATH 2 2.635" 0 0 21'0" 0.063 2.6 3
K= 15.30 15.6 120 10 0 41`7" 8" 0.3
REF W 152.6 gpm PATN 1 A= 29.97 25.9 psi
PATH 2 FROM HYDRAULIC REFERENCE 19 TO A2
HEAD 14 17.7 1'," 0 0 8'6" 3.5 fps 10.0 10.0
0.15 gpmisq ft 1.442" 0 0 0" 0.022 0,2 -O.D
K= 5.60 17.7 120 10 0 B'6" -2" -0.1 10.0
CONTINVED 10.1
YELM SENIGR CEDiTER Dra:++ing Date:2/12/-GS 2;i8l05 11:45
REMOTE AREA #2
FLOW
(GPM) PIPE
# OF LENGTH
FITS FEET
PAGE 2
PRESSURE BRANCH LING
SUb4fARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pa ELEV
ID T LT FITTINGS LOSS PSIfFT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 2 FROM HXDRAULIC REFERENCE 14 TO A2 CONTINUED
HEAD 1S 17.8 1," 0 0 8'6" 7.1 fps 1D.1 10.1
0.15 gpm/sq ft 1,442" 0 0 0" 0.08D 0.7 -0.0
K= 5.60 35.6 120 10 0 8'6" -2" -0.1 10.1
HEAD 16 18.4 1~" 0 0 8'6" 10.7 fps 10.7 10.7
0.16 gpmisq ft 1.992" 0 D 0" 0.173 1.5 -0.0
K= 5.60 53.9 120 10 0 8'6" -2" -0.1 10.7
HEAD 17 19,5 1~i" 0 0 30'2" 14.6 fps 12.1 12.1
0.17 gpm/sq ft 1.442" 1 0 6'0" 0.306 11.1 -0.0
K= 5.60 73.4 120 10 D 36'2" -5" -0.2 12.1
REF A2 73,4 gpm PATH 2 K= 15.30 23.0 psi
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General/Specialty Contractor
A business registered as a construction contractor with L81 to perform construction work within the scope
of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment
of account and carry general liability insurance.
License Information
License EMERAFL980MR
Licensee Name EMERALD FIRE LLC
Licensee Type CONSTRUCTION CONTRACTOR
UBI 602211955 Verifv Workers Comp Premium
Status
Ind. Ins. Account
Id 0
Business Type LIMITED LIABILITY COMPANY
Address 1 11021 CRAMER RD KPN
Address 2
City GIG HARBOR
County PIERCE
State WA
Zip 98329
Phone 2538572056
Status ACTIVE
Specialty 1 GENERAL
Specialty 2 UNUSED
Effective Date 7/19/2002
Expiration Date 7/19/2006
Suspend Date
Separation Date
Parent Company
Previous License TRINIFP101DK
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Business Owner Information
https://fortress.wa.gov/lni/bbip/Detail.aspx?License=EMERAFL980MR 8/15/2005
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Effective Expiration
Name Role Date Date
HILLSTROM,
KATHY J PARTNER/MEMBER 07/19/2002
BELL, ROSS
PARTNER/MEMBER 107/19/2002
Bond Information
Page 2 of 3
Bond Bond
Company Account Effective Expiration Cancel Impaired Bond Received
Bond Name Number Date Date Date Date Amount Date
ACCREDITED
SURETY 8 Until
#2 CAS COINC 10023420 07/01/2004 Cancelled $12,000.00 07/14/2004
CUMBERLAND
CAS 8 Until
#1 SURETY CO M6008006963 07/01/2002 Cancelled 08/13/2004 $12,000.00 07/19/2002
Savings Information
No Matching Information
Insurance Information
Company Effective Expiration Cancel Impaired Received
Insurance Name Policy Number Date Date Date Date Amount Date
ADMIRAL INS
#7 CO CA00000740701 08/01/2005 08/01/2006 $1,000,000.00 08/01/2005
BURLINGTON
#6 INS CO HGL0006865 08/01/2005 08/01/2006 $1,000,000.00 07/28/2005
BURLINGTON
#5 INS CO HGL0006865 08/01/2004 08/01/2005 $1,000,000.00 08/04/2004
BURLINGTON
#4 INS CO HGL0003720 08/01/2004 08/01/2005 $1,000,000.00 07/30/2004
BURLINGTON
#3 INS CO HGL0003720 08/01/2003 08/01/2004 $1,000,000.00 08/01/2003
WESTERN
HERITAGE
#2 INS CO SCP0428961 08/01/2002 08/01/2003 $1,000,000.00 05/08/2003
OHIO
CASUALTY
#1 CO BH007080203995 07/08/2002 07/08/2003 $1,000,000.00 07/19/2002
Summons /Complaints Information
Tax
Summons / Cause Warrant Dismissal Complaint Complaint Judgement Judgem
Complaint Number Id Plaintiff County Date Date Amount Date Amow
SIERRA
CRAFT
INC/PACIFIC
#1 042015704 FIRE THURSTON 08/09/2004 $18,204.89 $0.00
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