HomeMy WebLinkAbout20215 67TH AVE NE_056714_2026 INSPECTION REPORT`
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Contractor: C-e��r�Ei�c��ic r ��r�= x►�u;;.
Owner:
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APPROVAL ❑ PARTIAL APPROVAL
VIOLATION ❑ CORRECTION REQUESTED
❑ Corrections listed below MUST BE MADE before work can be approved.
❑ Please contact inspector.
❑ Was not able to perform inspection.
❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required.
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Inspector: Date:
TYPE OF INSPECTION REQUESTED
❑ Under-floor ❑ Framing ❑ Gas Piping
❑ Footing ❑ Drywall, Nailing ❑ Consultation
❑ Foundation ❑ Shear Nailing ❑ Groundwork
❑ Mechanical ❑ Grid ❑ Struct. Slab
❑ Wood Stove ❑ Rough-in ❑ Final
❑ Masonry ❑ Drainage ❑ Insulation
❑ Other:
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January 5, 2006
TO: Dave Anderson
Building Official
City of Arlington
Arlington, WA
FR: Jim Tracy
Code Consultant
Tracy III Enterprizes
Woodinville, WA
RE: Northwest Hardwoods Kiln
20015 67"Ave. NE
Arlington, WA
City Job No. 05-6714
PLAN REVIEW
REVISED AUTOMATIC SPRINKLER SYSTEM
We have reviewed the revised automatic sprinkler system plans and calculations
submitted by Commercial Fire Protection of Mt. Vernon, WA.
The plan is approved subject to field inspection, hydrostatic test,trip test and the
following:
1. Water shall reach the inspectors test within 60 seconds after the system trips
2. Verify that there is an automatic sprinkler system water flow bell on the exterior
of the valve house.
For inspections and tests, contact Jim Tracy at 206-940-9622.
NORT11 WEST RARDWOODS KILN Dra-wing Date:1212212005 _J2/22/05 16:44 ",PCV/S
HYDRAULIC DESIGN INFORMATION SHEET
Job Name : NORTH WEST HARDWOODS KILN
Location: 67TH AVENUE N.E.
ARLINGTON, WASHINGTON
Drawing Date: 12/22/2005 Remote Area Number: 1
Contractor: COMMERCIAL FIRE Telephone: 360-848-9093
PROTECTION, INC.
17199 BENNETT ROAD
MT. VERNON, WASHINGTON 98273
Designer: TONY COOK
Calculated By:SprinkCAD
www. sprinkcad. com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: METAL BUILDING Occupancy:ORD. GROUP II
Reviewing Authorities:CITY OF ARLINGTON
SYSTEM DESIGN
Code:NFPA #13 Hazard:ORD. HAZ. I System Type :DRY
4�1
Area of Sprinkler Operation 1516 sq ft Sprinkler or Nozzle
Density (gpm/sq ft) 0 . 200 1 Make: TYCO
Area per Sprinkler 99 sq ftl Model : TY-B
Hose Allowance Inside 0 gpm K-Factor: 5 . 60
Hose Allowance Outside 500 gpm I Temperature Rating. 286
CALCULATION SUMMARY 36 Flowing Outlets
gpm Required: 1345. 9 psi Required: 69 .5 @ Source
WATER SUPPLY
Water Flow Test I Pump Data Tank or Reservj� ®
Date of Test 10/20/05 Ii Rated Capacity 0 gpm Capacity 0
Static Pressure 90 . 0 psi I Rated Pressure 0 . 0 psi Elevation 0
Residual Pres 84 . 0 psi Ii Elevation 0
At a Flow of 2278 gpm Make: ' Well
Elevation 310" Model : Proof Flow
Location: HYDRANT AT CONNECTION POINT TO S
Source of Information: FLOW TEST BY CFP AND CITY OF ARL
SYSTEM VOLUME 73 Gallons
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NORTR WEST, HARDWOODS KILN D,r-�wing Date:1212212005 12122105 16:44
I
HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 1 846 43 .7 psi
1 Pipe 4" 40x21 12 ' 100 4 . 026 846 3 .2
1 4" Grvd Butterfly Valve "BFV" 14 ' 100 4 . 026 846 3 . 7
1 611 Grvd Tee 30 ' 100 6 . 065 846 1. 1
1 6" Grvd Dry Valve Tyco DV-1 CHART LOSS 846 2 . 5
1 6" Grvd Butterfly Valve "BFV" 10 ' 120 6 . 065 846 0 .3
1 6" Grvd Tee 30 ' 120 6 . 065 846 0 . 8
1 4" Groove-O-Let 20 ' 120 4 . 026 846 3 . 9
1 Pipe 6" 40x21 1 ' 120 6 . 065 846 0 . 0
1 8" Fingd Gate Valve Kennedy 114068A" 4 ' 120 8 . 071 846 0 . 0
1 8" Fingd 90 Ell 18 ' 120 8 . 071 846 0 . 1
1 Pipe 8" DIx18 Cl 350 108 ' 140 8 . 488 846 0 .4
1 8" Fingd Tee 35 ' 120 8 . 071 846 0 .2
1 Pipe 8" DIx18 Cl 350 130 ' 140 8 .488 846 0 .5
1 8" Fingd 90 Ell 18 ' 120 8 . 071 846 0 . 1
1 Pipe 8" DIx18 C1 350 20 ' 140 8 .488 846 0 . 1
1 8" Fingd Tee 35 ' 120 8 . 071 846 0 . 2
1 Pipe 10" DIx18 C1 350 183 ' 140 10 . 518 846 0 .2
1 10" Fingd Tee 50 ' 120 10 . 140 846 0 . 1
1 Pipe 10" DIx18 C1 350 290 ' 140 10 . 518 846 0 .4
1 10" Fingd Back Flow Valve Ames 11300 CHART LOSS 846 7 .4
1 Pipe 12" DIx18 Cl 350 5 ' 140 12 . 578 846 0 . 0
1 12 Fingd Gate Valve 0 ' 0 11. 938 846 0 . 0
1 Pipe 12" DIx18 C1 350 26 ' 140 12 . 578 846 0 . 0
1 12" Fingd Tee 60 ' 120 11 . 938 846 0 . 1
1 Pipe 6" DIx18 Cl 350 18 ' 140 6 . 338 846 0 .3
1 6" Fingd Gate Valve 11722U" 3 ' 120 6 . 065 846 0 . 1
Fixed Flow OUTSIDE HOSE ALLOWAN 500 gpm
Hydr Ref R1 Required at Source 1346 69.5 psi
Water Source 91. 3 psi static, 85 . 3 psi residual @ 2278 gpm 1346 gpm 89.0 psi
SAFETY PRESSURE 19.6 psi
NOTE: Water Source has been adjusted to include a change of elevation of
310" flow test to point of connection
Available Pressure of 89. 0 psi Exceeds Required Pressure of 69.5 psi
This is a safety margin of 19.6 psi or 22 % of Supply
Maximum Water Velocity is 21 . 5 fps
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
Date : 12/22/ 5
JOB TITLE: NORTH WEST HARDWOODS KILN
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 90 . 0 84 . 0 2278 . 0 89 . 0 1345 . 9 69 .5
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 1345 . 9 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500 . 0 GPM
TOTAL HOSE STREAM ALLOWANCES 500 . 0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 845 . 9 GPM
NODE ANALYSIS DATA
Node Tag Elevation Node Type Pressure Discharge
f t (PSI) (GPM)
1 30 . 3 K= 5 . 60 12 .4 19. 7
2 30 .3 K= 5 . 60 12 . 6 19. 9
3 30 .3 K= 5 . 60 13 .3 20 . 5
4 30 . 3 K= 5 . 60 14 . 9 21. 6
5 18 . 2 - - - - 27 .2 - - -
6 18 . 2 - - - - 27 . 2 - - -
7 16 . 6 K= 5 . 60 18 .2 23 . 9
8 16 . 6 K= 5 . 60 18 .4 24 . 0
9 16 . 6 K= 5 . 60 19 .2 24 . 5
10 16 . 6 K= 5 . 60 21 . 1 25 . 7
11 16 . 6 - - - - 24 . 0 - - -
12 18 .2 - - - - 27 .2 - - -
13 16 . 6 K= 5 . 60 18 . 5 24 . 1
14 16 . 6 K= 5. 60 18 . 8 24 . 3
15 16 . 6 K= 5 . 60 20 . 0 25 . 0
16 16 . 6 K= 5 . 60 22 .3 26 . 5
17 16 . 6 - - - - 23 . 3 - - -
18 18 . 2 - - - - 27 . 3 - - -
19 25 . 8 K= 5 . 60 14 . 6 21 .4
20 25 . 8 K= 5 . 60 14 . 8 21 . 6
21 25 . 8 K= 5 . 60 15 . 7 22 . 2
22 25 . 8 K= 5 . 60 17 . 6 23 . 5
23 18 . 2 - - - - 27 . 6 - - -
24 16 . 6 K= 5 . 60 18 . 6 24 .2
25 16 . 6 K= 5 . 60 19 . 0 24 .4
26 16 . 6 K= 5 . 60 20 .2 25. 1
27 16 . 6 K= 5 . 60 22 . 6 26 . 6
28 16 . 6 - - - - 23 . 6 - - -
29 18 . 2 - - - - 28 . 1 - - -
30 25 . 8 K= 5 . 60 15 . 1 21. 7
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
Date : 12/22/ 5
JOB TITLE: NORTH WEST HARDWOODS KILN
NODE ANALYSIS DATA
Node Tag Elevation Node Type Pressure Discharge
ft (PSI) (GPM)
31 25 .8 K= 5 . 60 15 .3 21. 9
32 25 . 8 K= 5.60 16 .2 22 . 5
33 25 . 8 K= 5 .60 18 . 1 23 . 8
34 18 .2 - - - - 28 .5 - - -
35 16 .6 K= 5 . 60 18 . 7 24 .2
36 16 . 6 K= 5 . 60 19.2 24 .5
37 16 . 6 K= 5 . 60 20 .5 25 . 3
38 16 .6 K= 5 . 60 23 . 1 2.6 . 9
39 16 . 6 - - - - 24 .2 - - -
40 18 .2 - - - - 29 .2 - - -
41 16.6 K= 5 . 60 18 . 6 24 .2
42 16 .6 K= 5 . 60 18 . 9 24 .3
43 16 . 6 K= 5 .60 19. 9 25 . 0
44 16 .6 K= 5 .60 22 . 1 26.3
45 16 .6 - - - - 25 . 6 - - -
46 18 .2 - - - - 29 . 7 - - -
47 30 .3 K= 5.60 13 .9 20 . 9
48 30 .3 K= 5. 60 14 . 1 21. 0
49 30 .3 K= 5 .60 14 . 9 21. 6
50 30 .3 K= 5 . 60 16 . 7 22 . 9
60 16 . 6 - - - - 18 . 5 - - -
61 16 .6 - - - - 18 . 6 - - -
62 16 . 6 - - - - 18 . 7 - - -
W 18 .2 TOP OF RISER 43 .7 845. 9
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
Date : 12/22/ 5
JOB TITLE: NORTH WEST HARDWOODS KILN
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) F.L. /FT (PSI)
Pipe: 1 19 . 7 1. 610 PL 9.25 PF 0 . 2
1 30 . 3 5 . 6 12 .4 19 . 7 3 . 1 100 FTG ---- PE 0 . 0
2 30 . 3 5 . 6 12 . 6 19 . 9 0 . 022 TL 9. 25 PV 0 . 0
Pipe: 2 39 . 6 1.610 PL 9.25 PF 0 . 7
2 30 . 3 5 . 6 12 . 6 19 . 9 6 . 3 100 FTG ---- PE 0 . 0
3 30 . 3 5 . 6 13 .3 20 . 5 0 . 080 TL 9. 25 PV 0 . 0
Pipe: 3 60 . 1 1. 610 PL 9. 25 PF 1. 6
3 30 . 3 5 . 6 13 .3 20 . 5 9 . 6 100 FTG ---- PE 0 . 0
4 30 . 3 5. 6 14 . 9 21. 6 0 . 173 TL 9.25 PV 0 . 0
Pipe: 4 81. 7 1. 610 PL 14 . 19 PF 7 . 0
4 30 .3 5 . 6 14 . 9 21. 6 13 . 0 100 FTG E+T PE 5 . 2
5 18 . 2 0 . 0 27 .2 0 . 0 0 .306 TL 22 . 75 PV 0 . 0
Pipe: 5 81.7 4 . 026 PL 1. 50 PF 0 . 0
5 18 . 2 0 . 0 27 .2 0 . 0 2 . 1 100 FTG ---- PE 0 . 0
6 18 . 2 0 . 0 27 .2 0 . 0 0 . 004 TL 1. 50 PV 0 . 0
Pipe : 6 91 . 7 1 . 610 PL 1. 58 PF 3 . 8
11 16 . 6 0 . 0 24 . 0 0 . 0 14 . 6 100 FTG E+T PE -0 . 7
6 18 . 2 0 . 0 27 .2 0 . 0 0 .379 TL 10 . 15 PV 0 . 0
Pipe: 7 173 .4 4 . 026 PL 5 . 09 PF 0 . 1
6 18 . 2 0 . 0 27 .2 0 . 0 4 .4 100 FTG ---- PE 0 . 0
12 18 .2 0 . 0 27 .2 0 . 0 0 . 014 TL 5 . 09 PV 0 . 0
Pipe: 8 17 . 5 1 . 610 PL 9.25 PF 0 . 2
7 16 . 6 5 . 6 18 .2 23 . 9 2 . 8 100 FTG --- - PE 0 . 0
8 16 . 6 5. 6 18 . 4 24 . 0 0 . 018 TL 9.25 PV 0 . 0
Pipe : 9 6 .4 1 . 049 PL 11.34 PF 0 . 3
7 16 . 6 5 . 6 18 .2 23 . 9 2 .4 100 FTG E PE 0 . 0
60 16. 6 0 . 0 18 . 5 0. 0 0 . 022 TL 12 . 77 PV 0 . 0
Pipe: 10 41. 5 1 . 610 PL 9. 25 PF 0 . 8
8 16 . 6 5 . 6 18 .4 24 . 0 6. 6 100 FTG ---- PE 0 . 0
9 16 . 6 5 . 6 19 .2 24 . 5 0 . 087 TL 9.25 PV 0 . 0
Pipe: 11 66 . 0 1. 610 PL 9.25 PF 1. 9
9 16 . 6 5 . 6 19 .2 24 . 5 10 . 5 100 FTG ---- PE 0 . 0
10 16 . 6 5 . 6 21 . 1 25 . 7 0 .206 TL 9. 25 PV 0 . 0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
Date: 12/22/ 5
JOB TITLE: NORTH WEST HARDWOODS KILN
PIPE DATA (cont. )
PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS
END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM
NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI)
Pipe: 12 91 . 7 1 . 610 PL 4 . 83 PF 2 . 9
10 16 . 6 5. 6 21. 1 25 . 7 14 . 6 100 FTG E PE 0 . 0
11 16 . 6 0 . 0 24 . 0 0 . 0 0 .379 TL 7 . 69 PV 0 . 0
Pipe: 13 274 . 6 4 . 026 PL 3 .41 PF 0 . 1
12 18 .2 0 . 0 27 . 2 0 . 0 7 . 0 100 FTG ---- PE 0 . 0
18 18 .2 0 . 0 27 . 3 0 . 0 0 . 033 TL 3 .41 PV 0 . 0
Pipe: 14 101 . 2 1 . 610 PL 1 .58 PF 4 . 6
17 16 . 6 0 . 0 23 . 3 0 . 0 16 . 1 100 FTG E+T PE -0 . 7
12 18 . 2 0 . 0 27 . 2 0 . 0 0 .454 TL 10 . 15 PV 0 . 0
Pipe: 15 1 . 3 1. 049 PL 3 . 52 PF 0 . 0
60 16 . 6 0 . 0 18 . 5 0 . 0 0 . 5 100 FTG T PE 0 . 0
13 16 . 6 5 . 6 18 . 5 24 . 1 0 . 001 TL 7 . 09 PV 0 . 0
Pipe: 16 25 .4 1 . 610 PL 9 .25 PF 0 . 3
13 16 . 6 5 . 6 18 . 5 24 . 1 4 . 0 100 FTG ---- PE 0 . 0
14 16 . 6 5 . 6 18 . 8 24 .3 0 . 035 TL 9 .25 PV 0 . 0
Pipe: 17 49 . 7 1. 610 PL 9 .25 PF 1. 1
14 16 . 6 5 . 6 18 . 8 24 . 3 7 . 9 100 FTG ---- PE 0 . 0
15 16 . 6 5. 6 20 . 0 25 . 0 0 . 122 TL 9 .25 PV 0 . 0
Pipe: 18 74 . 7 1. 610 PL 9 .25 PF 2 .4
15 16 . 6 5 . 6 20 . 0 25 . 0 11 . 9 100 FTG ---- PE 0 . 0
16 16 . 6 5 . 6 22 . 3 26 . 5 0 .259 TL 9.25 PV 0 . 0
Pipe: 19 101 . 2 1. 610 PL 2 . 10 PF 1 . 0
16 16 . 6 5. 6 22 . 3 26.5 16 . 1 100 FTG ---- PE 0 . 0
17 16 . 6 0 . 0 23 . 3 0. 0 0 .454 TL 2 . 10 PV 0 . 0
Pipe: 20 363 . 2 4 . 026 PL 5 .26 PF 0 . 3
18 18 . 2 0 . 0 27 . 3 0 . 0 9 .2 100 FTG ---- PE 0 . 0
23 18 . 2 0 . 0 27 . 6 0 . 0 0 . 056 TL 5 .26 PV 0 . 0
Pipe: 21 88 . 6 1 . 610 PL 9 . 69 PF 6 . 5
22 25 . 8 5. 6 17 . 6 23 . 5 14 . 1 100 FTG E+T PE 3 . 3
18 18 . 2 0 . 0 27. 3 0 . 0 0 .356 TL 18 .25 PV 0 . 0
Pipe: 22 21 .4 1 . 610 PL 9 . 25 PF 0 . 2
19 25 . 8 5 . 6 14 . 6 21 .4 3 . 4 100 FTG ---- PE 0 . 0
20 25 . 8 5 . 6 14 . 8 21 . 6 0 . 026 TL 9 .25 PV 0 . 0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
Date: 12/22/ 5
JOB TITLE: NORTH WEST HARDWOODS KILN
PIPE DATA (cont . )
PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS
END ELEV NOZ PT DISC VEL (FPS) HW(C) (FT) SUM
NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI)
Pipe: 23 43 . 0 1.610 PL 9 .25 PF 0 . 9
20 25 . 8 5 . 6 14. 8 21 . 6 6 . 8 100 FTG ---- PE 0 . 0
21 25 . 8 5 . 6 15.7 22 .2 0.093 TL 9.25 PV 0 . 0
Pipe: 24 65 .2 1 . 610 PL 9 .25 PF 1 . 9
21 25 . 8 5 . 6 15. 7 22 . 2 10 .4 100 FTG --- - PE 0 . 0
22 25 . 8 5. 6 17. 6 23 . 5 0 .201 TL 9.25 PV 0 . 0
Pipe: 25 102 . 5 1 . 610 PL 1.58 PF 4 . 7
28 16. 6 0 . 0 23 . 6 0 . 0 16 .3 100 FTG E+T PE -0 . 7
23 18 .2 0 . 0 27 . 6 0 . 0 0 .465 TL 10 . 15 PV 0 . 0
Pipe: 26 465 . 7 4 . 026 PL 4 . 82 PF 0 .4
23 18 .2 0 . 0 27 . 6 0 . 0 11 . 9 100 FTG ---- PE 0 . 0
29 18 . 2 0 . 0 28 . 1 0 . 0 0 . 088 TL 4 . 82 PV 0 . 0
Pipe: 27 26.3 1 . 610 PL 9 .25 PF 0 . 3
24 16 . 6 5 . 6 18 . 6 24 . 2 4.2 100 FTG ---- PE 0 . 0
25 16 . 6 5 . 6 19 . 0 24 .4 0 . 038 TL 9 .25 PV 0 . 0
Pipe: 28 2 . 1 1 . 049 PL 3 . 52 PF 0 . 0
61 16 . 6 0 . 0 18 . 6 0 . 0 0 . 8 100 FTG T PE 0 . 0
24 16 . 6 5 . 6 18 . 6 24 . 2 0 . 003 TL 7 . 09 PV 0 . 0
Pipe: 29 50 .7 1. 610 PL 9. 25 PF 1 . 2
25 16 . 6 5 . 6 19 . 0 24 .4 8 . 1 100 FTG ---- PE 0 . 0
26 16 . 6 5 . 6 20 .2 25 . 1 0 . 127 TL 9. 25 PV 0 . 0
Pipe: 30 75 . 9 1 . 610 PL 9 .25 PF 2 . 5
26 16 . 6 5 . 6 20 .2 25 . 1 12 . 1 100 FTG ---- PE 0 . 0
27 16 . 6 5. 6 22 . 6 26 . 6 0 .267 TL 9 . 25 PV 0 . 0
Pipe: 31 102 .5 1.610 PL 2 . 10 PF 1 . 0
27 16 . 6 5 . 6 22 . 6 26 . 6 16 .3 100 FTG ---- PE 0 . 0
28 16. 6 0 . 0 23 . 6 0 . 0 0 .465 TL 2 . 10 PV 0 . 0
Pipe: 32 555 . 7 4 . 026 PL 3 . 84 PF 0 . 5
29 18 .2 0 . 0 28 . 1 0 . 0 14 . 1 100 FTG ---- PE 0 . 0
34 18 .2 0 . 0 28 . 5 0 . 0 0 . 122 TL 3 . 84 PV 0 . 0
Pipe: 33 90 . 0 1 . 610 PL 9. 69 PF 6 . 7
33 25 . 8 5 . 6 18 . 1 23 . 8 14 .3 100 FTG E+T PE 3 . 3
29 18 .2 0 . 0 28 . 1 0 . 0 0 . 366 TL 18 .25 PV 0 . 0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
Date : 12/22/ 5
JOB TITLE: NORTH WEST HARDWOODS KILN
PIPE DATA (cont. )
PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS
END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM
NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI)
Pipe: 34 21 .7 1 . 610 PL 9.25 PF 0 . 2
30 25 . 8 5 .6 15 . 1 21 .7 3 . 5 100 FTG ---- PE 0 . 0
31 25 . 8 5 . 6 15.3 21 . 9 0 . 026 TL 9 .25 PV 0 . 0
Pipe: 35 43 . 6 1 . 610 PL 9 .25 PF 0 . 9
31 25 . 8 5 .6 15 .3 21 . 9 6 . 9 100 FTG ---- PE 0 . 0
32 25 . 8 5 .6 16 .2 22 .5 0 . 096 TL 9 .25 PV 0 . 0
Pipe: 36 66 .2 1. 610 PL 9 .25 PF 1. 9
32 25 . 8 5 . 6 16.2 22 .5 10 .5 100 FTG ---- PE 0 . 0
33 25 . 8 5 . 6 18 . 1 23 .8 0 .207 TL 9. 25 PV 0 . 0
Pipe: 37 661. 8 4 . 026 PL 3 . 86 PF 0 . 7
34 18 . 2 0 . 0 28.5 0 . 0 16 . 8 100 FTG ---- PE 0 . 0
40 18 .2 0 . 0 29.2 0 . 0 0 . 169 TL 3 . 86 PV 0 . 0
Pipe: 38 106 . 1 1 . 610 PL 1. 58 PF 5. 0
39 16 . 6 0 . 0 24 .2 0 . 0 16 . 9 100 FTG E+T PE -0 . 7
34 18 .2 0 . 0 28 .5 0 . 0 0 .496 TL 10 . 15 PV 0. 0
Pipe: 39 5 . 1 1 . 049 PL 3 . 52 PF 0 . 1
62 16. 6 0 . 0 18. 7 0 . 0 1. 9 100 FTG ---- PE 0 . 0
35 16. 6 5 . 6 18. 7 24 .2 0 . 015 TL 3 . 52 PV 0 . 0
Pipe: 40 29 .4 1. 610 PL 9 .25 PF 0 . 4
35 16 . 6 5 . 6 18 . 7 24 .2 4 . 7 100 FTG ---- PE 0 . 0
36 16 . 6 5 . 6 19.2 24 .5 0 . 046 TL 9. 25 PV 0 . 0
Pipe: 41 53 . 9 1 . 610 PL 9.25 PF 1. 3
36 16 . 6 5 . 6 19 .2 24 . 5 8 . 6 100 FTG ---- PE 0 . 0
37 16 . 6 5 . 6 20 . 5 25 .3 0 . 142 TL 9. 25 PV 0 . 0
Pipe: 42 79 .2 1. 610 PL 9 .25 PF 2 . 7
37 16. 6 5 . 6 20 . 5 25 . 3 12 . 6 100 FTG ---- PE 0 . 0
38 16. 6 5 . 6 23 . 1 26 . 9 0 .289 TL 9 .25 PV 0 . 0
Pipe: 43 106 . 1 1 . 610 PL 2 . 10 PF 1. 0
38 16 . 6 5 . 6 23 . 1 26 . 9 16 . 9 100 FTG ---- PE 0 . 0
39 16 . 6 0 . 0 24 .2 0 . 0 0 .496 TL 2 . 10 PV 0 . 0
Pipe: 44 759 .4 4 . 026 PL 2 . 29 PF 0 . 5
40 18 . 2 0 . 0 29.2 0 . 0 19. 3 100 FTG ---- PE 0 . 0
46 18 . 2 0 . 0 29. 7 0 . 0 0 .218 TL 2 . 29 PV 0 . 0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
Date : 12/22/ 5
JOB TITLE: NORTH WEST HARDWOODS KILN
PIPE DATA (cont . )
PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS
END ELEV NOZ PT DISC VEL (FPS) HW(C) (FT) SUM
NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI)
Pipe: 45 97 . 6 1. 610 PL 1. 58 PF 4 . 3
45 16 . 6 0 . 0 25 . 6 0 . 0 15 . 5 100 FTG E+T PE -0 . 7
40 18 . 2 0 . 0 29.2 0 . 0 0 .425 TL 10 . 15 PV 0 . 0
Pipe: 46 22 . 0 1 . 610 PL 9.25 PF 0 . 2
41 16 . 6 5. 6 18 . 6 24 . 2 3 . 5 100 FTG ---- PE 0 . 0
42 16 . 6 5. 6 18 . 9 24 . 3 0 . 027 TL 9. 25 PV 0 . 0
Pipe: 47 2 .2 1. 049 PL 10. 65 PF 0 . 1
41 16 . 6 5 . 6 18 .6 24.2 0 . 8 100 FTG 2T PE 0 . 0
62 16 . 6 0 . 0 18 . 7 0. 0 0 . 003 TL 17. 78 PV 0 . 0
Pipe: 48 46.3 1 . 610 PL 9. 25 PF 1. 0
42 16. 6 5 . 6 18 . 9 24.3 7.4 100 FTG -- -- PE 0 . 0
43 16. 6 5 . 6 19. 9 25. 0 0 . 107 TL 9.25 PV 0 . 0
Pipe: 49 71.3 1 . 610 PL 9.25 PF 2 . 2
43 16 . 6 5 . 6 19 . 9 25 . 0 11.3 100 FTG ---- PE 0 . 0
44 16 . 6 5 . 6 22 . 1 26 .3 0 . 238 TL 9 .25 PV 0 . 0
Pipe: 50 97 . 6 1 . 610 PL 5 . 36 PF 3 . 5
44 16 . 6 5 . 6 22 . 1 26 .3 15 . 5 100 FTG E PE 0 . 0
45 16 . 6 0 . 0 25 . 6 0 . 0 0 .425 TL 8 .22 PV 0 . 0
Pipe: 51 845 . 9 4 . 026 PL 24 . 01 PF 14 . 0
46 18 . 2 0 . 0 29 . 7 0 . 0 21.5 100 FTG 4E PE 0 . 0
W 18 . 2 0 . 0 43 . 7 0 . 0 0 .266 TL 52 . 56 PV 0 . 0
Pipe: 52 86 .4 1. 610 PL 14 . 19 PF 7 . 7
50 30 . 3 5 . 6 16 . 7 22 . 9 13 . 8 100 FTG E+T PE 5 . 2
46 18 . 2 0 . 0 29. 7 0 . 0 0 .340 TL 22 . 75 PV 0 . 0
Pipe: 53 20 . 9 1 . 610 PL 9. 25 PF 0 . 2
47 30 . 3 5 . 6 13 . 9 20 . 9 3 .3 100 FTG ---- PE 0 . 0
48 30 . 3 5 . 6 14 . 1 21 . 0 0 . 024 TL 9.25 PV 0 . 0
Pipe: 54 41. 9 1 . 610 PL 9.25 PF 0 . 8
48 30 . 3 5 . 6 14 . 1 21 . 0 6 . 7 100 FTG ---- PE 0 . 0
49 30 . 3 5 . 6 14 . 9 21 . 6 0 . 089 TL 9.25 PV 0 . 0
Pipe: 55 63 . 5 1 . 610 PL 9.25 PF 1. 8
49 30 . 3 5 . 6 14 . 9 21 . 6 10 . 1 100 FTG - - - - PE 0 . 0
50 30 . 3 5 . 6 16 . 7 22 . 9 0 . 192 TL 9.25 PV 0 . 0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
Date: 12/22/ 5
JOB TITLE: NORTH WEST HARDWOODS KILN
PIPE DATA (cont . )
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS
END ELEV NOZ PT DISC VEL(FPS) HW(C) (FT) SUM
NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI)
Pipe: 56 5 . 1 1. 049 PL 8 . 67 PF 0 . 1
60 16. 6 0 . 0 18 .5 0 .0 1 . 9 100 FTG ---- PE 0 .0
61 16 . 6 0 . 0 18 . 6 0 . 0 0. 014 TL 8 .67 PV 0 .0
Pipe: 57 2 . 9 1. 049 PL 8. 67 PF 0 . 1
61 16 . 6 0 . 0 18 . 6 0 . 0 1 . 1 100 FTG T PE 0 . 0
62 16 . 6 0 . 0 18 . 7 0 . 0 0 . 005 TL 12 .24 PV 0 . 0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
Date: 12/22/ 5
JOB TITLE: NORTH WEST HARDWOODS KILN
HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 1 846 43 .7 psi
1 Pipe 4" 40x21 12 + 100 4 . 026 846 3 .2
1 4" Grvd Butterfly Valve +'BFV" 14 ' 100 4 . 026 846 3 . 7
1 6" Grvd Tee 30 + 100 6 . 065 846 1. 1
1 6" Grvd Dry Valve Tyco DV-1 CHART LOSS 846 2 . 5
1 6" Grvd Butterfly Valve "BFV" 10 ' 120 6. 065 846 0 . 3
1 6" Grvd Tee 30 ' 120 6. 065 846 0 . 8
1 4" Groove-O-Let 20 ' 120 4 . 026 846 3 . 9
1 Pipe 6" 40x21 1 ' 120 6 . 065 846 0 . 0
1 8+' Fingd Gate Valve Kennedy 114068A" 4 ' 120 8 . 071 846 0 . 0
1 8" Fingd 90 Ell 18 ' 120 8 . 071 846 0 . 1
1 Pipe 8" DIx18 C1 350 108 + 140 8 .488 846 0 .4
1 8" Fingd Tee 35 ' 120 8 . 071 846 0 .2
1 Pipe 8" DIx18 Cl 350 130 ' 140 8 .488 846 0 . 5
1 8" Fingd 90 Ell 18 ' 120 8 . 071 846 0 . 1
1 Pipe 8" DIx18 Cl 350 20 ' 140 8 .488 846 0 . 1
1 8" Fingd Tee 35 ' 120 8 . 071 846 0 . 2
1 Pipe 10" DIx18 Cl 350 183 ' 140 10 . 518 846 0 .2
1 101+ Fingd Tee 50 ' 120 10 . 140 846 0 . 1
1 Pipe 10" DIx18 Cl 350 290 + 140 10 . 518 846 0 .4
1 10" Fingd Back Flow Valve Ames 11300 CHART LOSS 846 7 .4
1 Pipe 12" DIx18 Cl 350 5 ' 140 12 . 578 846 0 . 0
1 12 Fingd Gate Valve 0 ' 0 11 . 938 846 0 . 0
1 Pipe 12" DIx18 Cl 350 26 ' 140 12 . 578 846 0 . 0
1 121+ Fingd Tee 60 ' 120 11 . 938 846 0 . 1
1 Pipe 6++ DIx18 C1 350 18 ' 140 6 .338 846 0 . 3
1 6" Fingd Gate Valve 11722U" 3 ' 120 6 . 065 846 0 . 1
Fixed Flow OUTSIDE HOSE ALLOWAN 500 gpm
Hydr Ref R1 Required at Source 1346 69.5 psi
Water Source 91.3 psi static, 85 . 3 psi residual @ 2278 gpm 1346 gpm 89 .0 psi
SAFETY PRESSURE 19.6 psi
NOTE: Water Source has been adjusted to include a change of elevation of
310" flow test to point of connection
(tTOLCO Revision
0•
. b . . — r
Fig. 1000 - "Fast Clamp" Sway Brace Attachments uL
Size Range — Pipe size to be braced: 1" thru 6" Schedule 10 Component of Stale of
California OSHPD Approved
thru 40.* Pipe size used for bracing: 1" and 11/4" Schedule 40 Seismic Restraints System
IPS. -
* Additionally (UL) approved for use to brace Schedule 7 �/�✓
sprinkler pipe up to 4" (maximum horizontal design load -.L
655 lbs.) Torque requirement 6 —8 ft. lbs. `
Material — Carbon Steel
Function— For bracing pipe against sway and seismic
disturbance. The pipe attachment component of a sway brace
system: Fig. 1000 is used in conjunction with a TOLCOTm Fig. 1 'I
900 Series Fitting and joined together with bracing pipe per
NFPA 13* or TOLCO OSHPD Approved Seismic Manual, I
forming a complete sway brace assembly.
Features — Can be used to brace Schedules 7 thru 40 IPS. !,
Field adjustable, making critical pre-engineering of bracing pipe -�.� IECEI V ED
unnecessary. Unique design requires no threading of bracing y — '
pipe. Can be used as 4-way riser brace. Can be used as
longitudinal brace with Fig. 907. All st
eel construction eliminates =�- — ;? J 2G95
structural deficiencies associated with casting type sway brace _ t
fittings. Comes assembled and individually packaged with E1V1iT CENTER
illustrated installation instructions — sizes are clearly marked. '
Steel leaf spring insert provided to assure installer and inspector
necessary minimum torque has been achieved.
Application Note — Position Fast Clamp and tighten two hex Maximum Design Load
nuts until leaf spring flattens. A minimum of 1" pipe extension 1" thru 4" pipe size —2015 lbs.
beyond the Fig. 1000 is recommended. 6" size — 1265 lbs.
Approvals— Underwriters Laboratories Listed in the USA (UL)
and Canada (cUL). Included in our Seismic Restraints Catalog
approved by the State of California Office of Statewide Health
Planning and Development (OSHPD). _
Finish — Plain fr
Note —Available in Electro-Galvanized and HDG finish or
Stainless Steel materials. f'
Order By— Order first by pipe size to be braced, followed by 'f ,
pipe size used for bracing, figure number and finish.
Important Note—The Fig. 1000 is precision manufactured to
perform its function as a critical component of a complete
bracing assembly. To ensure performance the UL Listing
requires that the Fig. 1000 must be used only with other
TOLCO bracing products. \� 1� 4
Gd
® Main office/Manufacturing Facility•1375 Sampson Ave.•Corona,CA 92879•Ph: 909.737 5599•Fax: 909.737.0330
Customer Service•800.786.5266
innnnnr fnlrn cnm
QO—TOLCG www.tolco.com
00
Fig. 4A - Pipe Clamp for Sway Bracing SC R
Size Range—4" thru 8" pipe. For sizes smaller than 4" use TOLCOTm Fig. 4.
Component of State of
Material — Carbon Steel California OSHPD Approved
Function — For bracing pipe against sway and seismic disturbance. Seismic Restraints System
Approvals — Underwriters' Laboratories Listed in the USA(UL) B
and Canada (cUL) 4" thru 8". Included in our Seismic Restraints All
Catalog approved by the State of California Office of Statewide
Health Planning and Development (OSHPD).
Installation Instructions — Install Fig. 4A Pipe Clamp on pipe to
be braced. Attach Sway-Brace Fitting to 1/2" Clamp bit (Sway-
Brace Fitting to be on outside ears of clamp). Tighten securely.
(min. torque requirement—50 ft. lbs.) Sway Brace Assemblies j A
are intended to be installed in accordance with NFPA 13 and the
Manufacturers Installation Instructions.
Finish — Plain �..�
Note—Available in Electro-Galvanized and HDG finish or
Stainless Steel materials.
Order By— Figure number, pipe size and finish
C
O
0
G
O
Fig. 4A - Longitudinal Brace Fig. 4A - Brace
Dimensions • Weights
Pipe Max. Horizontal Approx.
Sizes A B c D Bolt Size Design Load Wt./100
4 81/2 9/16 3% 311/16 1/2 2015 221
5 93/4 9/16 T/6 4% 1/2 2015 253
6 11'/2 5/8 5 5'/e 1/2 2015 513
8 131/4 3/4 611/16 6'/e 1/2 2015 601
Office/Manufacturing Facility•1375 Sampson Ave.•Corona,CA 92879•Ph: 909.737.5599•Fax: 901737.0330
Customer Service•800.786.5266
www.roico.com
��� r-'�
(VTOLC www.tolco.com
a brand of _ CCY 00
Fig. 909 - No-Thread Swivel Sway Brace Attachment SGS
Size Range— 1" bracing pipe. For brace pipe sizes larger than 1", Component of State of
California OSHPD Approved
use TOLCO Fig. 980. Seismic Restraints System
Material — Carbon Steel, hardened cone point engaging screw
Function —The structural component of a sway and seismic bracing
system.
Features —This product's design incorporates a concentric attach-
ment opening which is critical to the performance of structural seismic
connections. NFPA 13 (1999 Edition) Table 6-4.5.9 indicates clearly
that fastener table load values are based only on concentric loading. H
No threading of the bracing pipe is required. Open design allows for
easy inspection of pipe engagement. All steel construction eliminates
deficiencies associated with malleable type attachments. Fastener A
can be mounted to all surface angles. B
Application Note —The Fig. 909 is used in conjunction with the
TOLCO Fig. 1000, Fig. 1001, or Fig. 4 (A) pipe clamp, and joined
together with bracing pipe. Install per NFPA 13 and/or TOLCO State
of California OSHPD Approved Seismic Restraint Manual.
n
Installation' — Extend bracing pipe through opening. Tighten cone "
point engaging screw until head bottoms out. C
Approvals— Underwriters Laboratories Listed in the USA(UL) and
Canada (cUL). Included in our Seismic Restraints Catalog approved
by the State of California Office of Statewide Health Planning and
F Development (OSHPD).
Finish — Plain
Note—Available in Electro-Galvanized and HDG finish.
Order By — Figure number, pipe size and finish.
Important Note—The Fig. 909 is precision manufactured to perform
its function as a critical component of a complete bracing assembly.
To ensure performance the UL Listing requires that the Fig 909
must be used only with other TOLCO bracing products.
NATIONAL AND INTERNATIONAL PATENT APPLICATION IN
PROCESS.
Dimensions • Weights
Max. Design. Max. Design Load Approx.
Pipe Size A B Load Lbs. Lbs.w/Washer Wt./100
1 6 15/8 17/32 2015 2765 91
Available with hole sizes to accommodate up to 3/4"fastener. Consult Factory.
Office/Manufacturing Facility-1375 Sampson Ave.-Corona,CA 92879-Ph: 909.737.5599-Fax: 909.737.0330
Customer Service-800.786.5266
www.tolco.com
% � �~1 �
Tol-Brace Seismic Calculations
Project Northwest Hardwood Job#
Address. Calculated with...
(D
67th Avenue N.E.
Tol-Brace,
Seismic Calculation Software for the
Arlington, Washington Fire Protection Industry
Calculations based on 1999 NFPA Pamphlet#13 WWW.TOLCO.COM
Brace Information Tolco Brace Components
Tolco Component Fig. Number Adjusted Load
Maximum Spacing 20•�'-0".(6 A80011 '49268m)
Fig.4A Sway Brace Clamp 1425 lbs. (646 Kg.)
Length of Brace 6 '- 0 "(1,848m) Fig:909 No-Thread Swivel* 1425 lbs. (646 Kg.)
Bracing Material tin. 25mm). Sc .40 *Calculation Based on CONCENTRIC Loading
*Please Note:These calculations are for Tolco components only.
Angle from Vertical 45* Min. Use of any other components voids these calculations and the
listing of the assembly.
Least Rad. of Gyration 0.42_"_(11mm) Assembly Detail
L/R Value 171 TOLCO FIG.909
NO-THREAD SWIVEL
Maximum Horizontal Load _3 02 lbs. (1543Kg.) SWAY BRACE ATTACHMENT
TYP.
0
STEEL PIPE
LATERAL
BRACE
Fastener Information TOLCO FIG.4A /
PIPE CLAMP FOR
SWAY BRACING o
Fastener Orientation NFPA Type E
Type __Bolt Through Steel
0
Diameter %in. (12.7mm)
45'Min.From Vertical
Detail#1212
Length N/A
Brace Identification on Plans A2
Maximum Load 2050lbs. (930Kq.) Orientation of Brace Longitudinal
Load Information
Size and Type of Pipe Total Length Total Assigned Load
4"(100mm) Schedule 40 P-pe 20.6 ft. 6.3m 168.92 lbs. (77Kg.)
1%"(38mm) Schedule 40 Pipe _ 202.29 ft. (61.7m) 365.13345 lbs. (166 g.)
1°(25mm) Schedule 40 Pipe _ 25.1 ft_(7.7m 25.7275 lbs. (12Kg.)
Percents e added for Fittings and Sprinklers 15% 84 lbs. (254Kg.)
Total Assigned Load of all pipe within Zone of Influence 644 lbs.(292K .)
jol-Brace version 4.0.23)
To_I-Brace Seismic Calculations
Northwest Hardwood
67th Avenue N.E. Job # Ctilr..uietedwilt)...
Tol-Brace,
Seismic Calculation Software for the
3race Identification A2 Fire Protection Industry
3race Type (Per NFPA#13) NFPA Type E WWW.TOLCC).COM
Spacing of Brace 20.6 Ft.(6m)
Drientation of Brace Longitudinal
3racing Material 1 in. (25mm) Sch.40
_ength of Brace 6Ft, (2m)
Slenderness Ratio used for Load Calculation 172
True Angle of Brace for Calculation 450
Type of Fastener '/zin. (12.7mm) In. Bolt Through Steel
_ength of Fastener N/A In.
Summary of Pipe within Zone of Influence
4 inch Sch. 40 20.6 Feet (6m)
11/2 inch Sch. 40 202.29 Feet (62m)
1 inch Sch. 40 25.1 Feet (8m)
Allowance for Heads and Fittings 15 %
Conclusions
Total Assigned Load of Pipe in Zone of Influence 644 Ibs.(292Kg.)
Material Capacity 3402 Ibs.(1543Kg.)
Fastener Capacity 2050 lbs.(930Kg.)
FigAA Sway Brace Clamp 1425 Ibs.(646Kg.)
Fig.909 No-Thread Swivel 1425 Ibs.(646Kg.)"
Structural Member: 21/2*
Calculations prepared by Tony C.
'The description of the Structural Member is for informational purposes only.
rol-Brace software calculates the brace assembly only,not the structure it is attached to.
calculated with Tol-Brace 4.0.23
iisit us at Ww Aolco.com
Tol-Brace Seismic Calculations
Project Northwest Hardwood Job#2005079
Address: Calculated with.__
6.7th Ave NE
To!-Brace,
Seismic Calculation Software for the
Arlington, WA Fire Protection Industry
Calculations based on 1999 NFPA Pamphlet#13 WWW.TOLCO.COM
Brace Information Tolco Brace Components
Tolco Component Fig. Number Adjusted Load
Maximum Spacing 20.6=0'(6.34480011"49268m)
Fig.1000 Sway Brace Clamp 1425 lbs._(646 Kg.)
Length of Brace 6 '- 0 "(1.848m)
F0.909 No-Thread Swivel"' 1425 lbs. (646 Kg.)
Bracing Material tin. ( 5mm) Sch.40 *Calculation Based on CONCENTRIC Loading
*Please Note:These calculations are for Tolco components only.
Angle from Vertical _ 45° Min. Use of any other components voids these calculations and the
listing of the assembly.
Least Rad. of Gyration 0.42"C11mm) Assembly Detail
L/R Value 171_ TOLCO FIG.909
NO-THREAD SWIVEL
Maximum Horizontal Load 3402 Ib ._(15A3Kg.) SWAY BRACE ATTACHMENT
TOLCO FIG. 1000 °
FAST CLAMP
Fastener Information
Fastener Orientation _ NFPA Type E STEEL PIPE
LATERAL
Type Bolt Through Steel BRACE
Diameter Min. (12.7mm)
45°Min.From Vertical
c
Length N/A
Brace Identification on Plans Brace Ai
Maximum Load 2050lbs. (930Kq.) Orientation of Brace Lateral
Load Information
Size and Type of Pipe Total Length Total Assigned Load
4"(100mm) Schedule 40 Pie 20.6 ft. 6.3m 168.92 lbs. 77K ._
1Y2738mmJ Schedule 40 Pik_ _ 202.29 ft._(61.7m) _ 365.13345 lbs. (166 )
1"(25mmj Schedule 40 Pipe 25.1 ft. (7.7m) 25.7275 lbs. (12Kg.)
Percentage added for Fittings and Sprinklers 15%. 84 lbs. (254Kg.)
Total Assigned Load of all pipe within Zone of Influence 644 Ibs. 292K .
{Tol-Brace version 4.0 231
f'
Tol-Brace Seismic Calculations
F�
Northwest Hardwood
67th Ave NE Job #2005079 CriIctaI�Aed with...
Tol-Brace,
Seismic Calculation Software for the
Brace Identification Brace Al Fire Protection Industry
Brace Type (Per NFPA#13) NFPA Type E WWW.TOLCO.COM
Spacing of Brace 20.6 Ft.(6m)
Orientation of Brace Lateral
Bracing Material 1 in. (25mm) Sch.40
Length of Brace 6Ft. (2m)
Slenderness Ratio used for Load Calculation 172
True Angle of Brace for Calculation 450
Type of Fastener 1/2in. (12.7mm) In. Bolt Through Steel
Length of Fastener N/A In.
Summary of Pipe within Zone of Influence
4 inch Sch. 40 20.6 Feet (6m)
1 t/2 inch Sch. 40 202.29 Feet (62m)
1 inch Sch. 40 25.1 Feet (8m)
Allowance for Heads and Fittings 15 %
Conclusions
Total Assigned Load of Pipe in Zone of Influence 644 Ibs.(292Kg.)
Material Capacity 3402 Ibs.(1543Kg.)
=astener Capacity 2050 lbs.(930Kg.)
=ig.1000 Sway Brace Clamp 1425 Ibs.(646Kg.)
=ig.909 No-Thread Swivel 1425 Ibs.(646Kg.)"
Structural Member: 2-1/2*
Dalculations prepared by Tony C.
'The description of the Structural Member is for informational purposes only.
fol-Brace software calculates the brace assembly only,not the structure it is attached to.
:alculated with Tol-Brace 4.0.23
isit us at www.tolcacom
1
C: 1 -T- Y V 1= F f?L Y N C3,-
C�C-]I�!'v i"T t �J G'l` I: c:)t.!
[]MReY : NW HARDWOODS IDk)1.5 F=i';�`i` ! AVL �`5 - C' 1 e4
Value of Work: $15, 000. 00 `r IU• Af LIN.[3't'I�M 98223
Phan'. : 435-�L 50
Describe Wank: �:E�: `TALL '�7�'FIP�lt�:t_ir F� SYSTEM
Proposed Use: MILL
Legal Description:
Job Address: 20015 67'I H A V E: NE'
Contractor's Name YFe Address
C-'C 1MERCIAL .FIRE PROTECTION � a �; License#
� = Cf BC.X 1,:,8
Cc
'TOTALS Fee
permit Fee ,�.-472. 75
Flan Fee :-:3'73. 7`i
TOTAL FEE. . . . . . . . . . . . . . . . . *i846. 54 SIGNATURE:
I HEREBY CERTIFY
PAYMENTS. . . . . . . . . . . . . . . . . . .+fd. 0(D tKXAMINED T�IiS APPLICATIONTT REAL't
THE aAME T!1 f3E; TRUE A1V[.�
TOTAL DUE. . . . . . . . . . . . . . . . . $4fi. 54 ALL Pur)yISYOMS t Adi7 CUR-
LAWN AND
WTL VER '.INO TYPE L7E..
L)A'rE RECEIP [• # F.IFING IAL —
October 22, 2005
TO: Dave Anderson
Building Official
City of Arlington
Arlington, WA
FR: Jim Tracy
Code Consultant
Tracy III Enterprizes
Woodinville, WA
RE: North West Hardwoods
20015 67th Ave. NE
Arlington, WA
City Job No 05-6714
PLAN REVIEW
AUTOMATIC SPRINKLER SYSTEM
We have reviewed the plans and calculations submitted by Commercial Fire Protection of
Mt. Vernon, WA.
The plan is approved subject to field inspection, "trip test" and the following:
1. Insure that the building has an outside automatic sprinkler bell.
For inspection and "trip test", contact Jim Tracy at 206-940-9622.
V07 Got
C� G
J
L2/05/2005 15:45 FAX 3608481072 COMMERCIALFIRE 2 001/001
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238 N Olympic Ave
Arlington,WA 98223
Phone:360.403.3431 CityofArlington
Fax:360.403.3447
Fax
To: Della Ansten From: Linda Friddle
Fax: 360.848.1072 Date: November 15, 2005
Phone: 360.848.9093 Pages: 1
Re: Project#2005079 NW Hardwoods Kiln CC:
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
•Comments:
Della,
The Fire Marshall has requested FDC locations for approval on this project. Is that something you can
fax to me in a narrative form then we can redline the drawings?
If you have questions please contact our office @(360)403-3431.
Thank you,
Linda Friddle
J
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NG
To: Building Department
From: Tom Cooper
Date: November 14, 2005
Ref: 05-6714
1. Provide location of FDC for FD approval
2. As approved by Jim Tracy
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