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Home My WebLink About17713 48TH DR NE_BLD20080148_2026 INSPECTION REPORT ¢ti1N G T� Permit No.2Gb8oi�8 Lot#: Q' Address: 127,U Contractorcp�r �t',!5ec/ 4z F,reF oe O Owner:�B.sT.�.tE ZIT 8 9s�r N G� Date: ❑ 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. s v'.s T-r1 Zit/ 77/e dr 4fer-4 - 0';�.*e j Em d�i2 o EiuO itJG B�iGoivG twrrtAgargo .2 iZ � --7-) 2.S.00012,f'�^s goy/ccs Inspector: Date: TYPE OF I SPECTION 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: INSPECTION REPORT 1;4 TOPermit No.ZervBo/�,9 Lot#: Address:l77Contractor: r•0wner: X er4 z,5� Date: G —2 G —a $ ❑ 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. j, ji1/Sp6cTv� /�rJTOI7,trrG c o,�i,uFC� S �/m��y �6iT. ,4,fl�d.ousrG - rL 7"WIS I Sp , /S ,4 f�i4R D c"lLr.y S go f>�L ES Inspector: Date: 4r- 2G - o a 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: " CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 Permit#: BLD20080148 BUILDING PERMIT 1'rujrct .�cictress: 17713 48TH DR, ARLINGTON Parcel No: PROPERTY" OWNER APPLICANTCONTRACTOR ABBATARE HANGER#8 COMMERCIAL FIRE PROTECTION INC COMMERCIAL FIRE PROTECTION INC 17617 49TH PL NE PO BOX 128 PO BOX 128 ARLINGTON,WA 98223 MOUNT VERNON,WA 98273 MOUNT VERNON,WA 98273 Phone: Phone:360.848.9093 LICENSE#:COMMEFPI32MM EXP:12/31/2008 Email: Email dc11n(ii)cfiro ro_com PLUMBING CONTRACTOR MECHANICAL CONTRACTOR Lic#: I'xn Lic#: E% : JOB DESCRIPTION INSTALLATION OF NEW FIRE SPRINKLER SYSTEM IN HANGER#8(ALSO KNOWN AS LOT C AND D) VALUATION: $36,000 PERMIT TYPE:Commercial PERMIT GROUP:Fire Sprinkler NUMBER OF STORIES:0 TYPE OF CONSTRUCTION: NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP: CODE:2006 OCCUPANT LOAD: EXISTINGAREA PROPOSED AREA BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONTSETBACK SIDESETBACK REQUIRED: PROPOSED: REQUIRED: PROPOSED: j RE UIRED: PROPOSED: HEIGHTALLOWED:O PROPOSED:O I REQUIRED: PROPOSED: SETBACK NOTES: PERMITAPPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. .1.1 S APPLICATION IS NOT A PER VBUI ED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. Signature Da Rele d By ate TTENTION IT 1 UNLAWFUL TO USE OR OC YG OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/IBC110/IRC110. ARCHIVE APPLICANT ASSESSOR OTHER I I BLD20080148 CONDITIONS • Lot line stakes must be in place at the time of foundation/setback inspection. • Installation,use and maintenance of equipment and components shall be per manufacturer's specifications,installation instructions,and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector. • Hose Bibbs(exterior faucets)are required to have a permanently affixed anti-siphon device installed. • In addition to the required pressure/relief valve,an approved listed expansion tank shall be installed on all hot water tanks. Per UPC 608. • Type B or L vent connectors required on fuel-burning appliances passing through unheated spaces.Per IMC 803.2 • Obtain Electrical Permit from State Department of Labor&Industries. • Pursuant to UPC 605.2 a water service shutoff shall be installed on the water line as it enters the building. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure.Check the job card for all required City inspections including final project approval and final occupancy inspections. • Provide combustion air per IMC for commercial and multi-family residential installations,and IRC for one and two-family dwellings. • A pressure regulator valve(PRV)shall be installed near the water shutoff. • Provide 2A:1 OB:C portable fire extinguishers at locations as noted on approved plans. • Final Locations of illuminated exit signs&emergency lighting subject to field inspection by the Building Official. • Request final Fire Department Inspection(360)403-3607. • New and existing buildings shall have approved address numbers,building numbers or approved building identification placed in a position that is plainly visible from the street or road fronting the property. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be legible from the public way,at least 4 inches high with a%2 inch min.stroke width on a contrasting background. • Call for locates of underground utilities 2 business days prior to any excavation. 1-800-424-5555 • Call for required inspections as noted and prior to backfill. PERMIT FEES Description Fee Amount Paid Balance Due C-Plumbing Permit Fee $0.00 $0.00 $0.00 C-Mechanical Permit Fee $0.00 $0.00 $0.00 Inspection/flush $340.40 $0.00 $340.40 Hydro $340.40 $0.00 $340.40 C-Building Plan Review Fee $390.16 $0.00 $390.16 Total Due: $1,070.96 $0.00 $1,070.96 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL ' INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • C-Footings • C-Foundation Wall • C-Foundation Drainage • C-Plumb Ground Work C-Plumb Rough In • C-Gas Test/Pipe • C-Equipment-Mechanical r i I • C-Shear Nailing-Exterior • C-Ceiling Grid • C-Framing • C-Wall Insulation/Caulk • C-Sheetrock Nail • C-Building Final • F-Fire Final • C-Underfloor • C-Gas Piping Groundwork C) FIRE SPRINKLER PERMIT APPLICATION 41Nr�O Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8) SETS OF COMPLETE AND SCALED PLANS, EIGHT (8) SETS OF HYDRALIC CALCULATIONS, EIGHT(8)SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE.ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS(POINT TO POINT WIRING),AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: New Fire Sprinkler ( ) Fire Sprinkler Add/Alt ( ) Underground Fire Line Project Address: t I ' Parcel ID#: Project Valuation: i o ` Number of Heads: a'. , Building Area (Sq Ft): Owner: [, '` �� Phone Number: d4o F Address: C1y: tate: SdL �Z/ip Code: Contact Person: 1�� T I► 1 ,YY o Phone Number: i 71�V �'[U CI Cell Phone. ( � Fax: M E-mail: ruw_ Lfi& m . C � Address: ;�l(� �Z� City:' `�t1 � fttate: �0 Zip Code: zj Contractor Qh6YV��((Y�Q�7ff1��.�; Sh{�_ I111 �vL�V4l�(cp��Y((I�C�PhoneNumAbe�r: QQ �—y7�3 Address:20 _E \ (S City:TMI tl "" ' "State: — -- Zip Code: w / Contractor's License Number: m `',? mlC r 1 Expiration: 1rhe eby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- esc ed property ill in ac ordance with the laws,rules and regulation of the State of Washington. Nl\ �00 1 Appli ants S' natur ate , i�o v fY rn 1 Print Applicants Name RECEIVED JUN 0 3 2008 FOR STAFF USE ONLY COA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—24 Page 1 of 1 5/05 dwa Commercial Fire Protection Inc Transmittal P. O. Box 128 17199 Bennett Road Date: 06-02-2008 Mt.Vernon WA 98273-9789 360 848-9093 License: COMMEFP 132 MM To: City of Arlington Project: 2008107 238 N Olympic Ave Abbatare Hangar 8 Arlington WA 98223 17713 48th Dr. Arlington WA 98223 Prepared By: DELLA ANTSEN Item Quantity Description 1 8 Plans&Calcs for Approval 2 3 Head Submittal 3 1 Permit Application Notes RECEIVE® JUN 0 3 2008 Please sign and date this form as proof that you are in receipt of the above listed items. CioA PERMIT CENTER Return form to Commercial Fire Protection Inc II � op Signed: Date: Ibvb-nl-)Q dl�-48: ABBATARE HANGAR #8 Drawing Date: 5130108 10:18 HYDRAULIC DESIGN INFORMATION SHEET Job Name: ABBATARE HANGAR #8 Location: 17713 48th DR. ARLINGTON, WA. Drawing Date: Remote Area Number: 1 Contractor: Commercial Fire Protection Inc. Telephone: 360-848-9093 PO Box 128 Mt Vernon, WA Designer: krk Calculated By:SprinkCAD www.sprinkcad. com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities : SYSTEM DESIGN Code: 02 NFPA 13 Hazard:EX HAZ 2 System Type :WET Area of Sprinkler Oper. 2000 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 400 1 Make : TYCO Area per Sprinkler 100 . 0 sq ftl Model : EL0231B Hose Allowance Inside 0 gpm K-Factor: 11 .20 Hose Allowance Outside 500 gpm J Temperature Rating: 286 CALCULATION SUMMARY 20 Flowing Outlets gpm Required: 1364. 9 psi Required: 55.3 @ CITY CONN WATER SUPPLY Water Flow Test I Pump Data J Date of Test 2008 Rated Capacity 0 gpm Static Pressure 94 . 0 psi I Rated Pressure 0 . 0 psi Residual Pres 20. 0 psi Elevation 0 .At a Flow of 4000 gpm I Make: _ Elevation 0" I Model: 0FFG op { Location: AIRPORT BLVD 1� !�i Source of Information: CITY OF ARLINGTON SYSTEM VOLUME 932 Gallons Notes : Cr•tGrr.,, ,p vtA� RECEIVED V �` JUN 0 3 2008 COA PERMIT CENTER ABBATARE HANGAR #8 Drawing Date: 5130108 10:18 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 865 43.5 psi 1 6" MJ Tee 30 ' 120 6. 065 865 0 . 9 1 6" MJ Tee 30' 120 6. 065 865 0 . 9 1 6" Grvd 90 Ell 14 ' 120 6. 065 865 0 . 4 1 Pipe 6" 10x21 20' 120 6.357 865 0 . 4 2 6" Grvd 90 Ell 28 ' 120 6. 065 865 0 . 8 Total Loss for TO SYSTEM 3.3 psi 1 6" Grvd Back Flow Valve Wilkins "45 CHART LOSS 865 4 . 3 1 6" Fingd Gate Valve "721U" PIV 3' 120 6. 065 865 0. 1 Total Loss for THRU RISER _ 4. 4 psi Hydr Ref Rl Required at AT BASE OF RISER 865 51.2 psi 1 Pipe 12" DIx18 Cl 350 68 ' 140 12 . 578 865 0 . 0 1 12" MJ Tee 60 ' 120 11 . 938 865 0. 1 1 12 Fingd Gate Valve 0 ' 0 11 . 938 865 0. 0 1 Pipe 8" DIxl8 Cl 350 309' 140 12 . 578 865 0.2 3 8" MJ Tee 105' 120 8 . 071 865 0 . 7 1 Pipe 6" DIx18 Cl 350 203 ' 140 12 . 578 865 0 . 1 2 6" MJ Tee 60 ' 120 6. 065 865 1 . 7 1 6" Fingd Gate Valve "721U" PIV 3 ' 120 6. 065 865 0 . 1 3 6" MJ 90 Ell 42 ' 120 6. 065 865 1 .2 Fixed Flow Outside Hose Allow. 500 gpm Total Loss for THRU UNDG 4. 1 psi Hydr Ref R2 Required at CITY CONN 1365 55.3 psi Water Source 94 . 0 psi static, 20. 0 psi residual @ 4000 gpm 1365 gpm 83. 9 psi SAFETY PRESSURE 28.5 psi Available Pressure of 83. 9 psi Exceeds Required Pressure of 55. 3 psi This is a safety margin of 28.5 psi or 34 % of Supply Maximum Water Velocity is 22 . 4 fps � 7 'ABBATARE HANGAR #8 Drawing Date: 5130108 10:18 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe _ FTNG'S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / IDA4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0. 1 psi. Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations i ' J ABBATARE HANGAR #8 Drawing Date: 5130108 10:18 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^2,z) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) 1 20 . 25 11 .20 13. 0 40. 3 40. 0 0 . 40 2 21. 08 11.20 12 . 8 40. 0 40. 0 0. 40 3 21 . 92 11 .20 12 . 9 40.2 40. 0 0. 40 4 22. 75 11 .20 13. 6 41 . 3 40. 0 0. 41 5 23. 58 11 .20 15. 1 43. 6 40. 0 0. 44 6 24 . 42 11 .20 17 . 7 47 . 1 40. 0 0. 47 7 20.25 11 .20 13. 0 40. 4 40 . 0 0. 40 8 21 . 08 11.20 12 . 8 40. 0 40. 0 0. 40 9 21 . 92 11 .20 12 . 9 40. 3 40 . 0 0.40 10 22 . 75 11 .20 13 . 6 41. 4 40. 0 0 . 41 11 23 . 58 11 .20 15. 1 43. 6 40. 0 0 . 44 12 24 . 42 11 .20 17 . 7 47 . 1 40. 0 0.47 13 20.25 11 .20 13. 0 40 . 4 40 . 0 0. 40 14 21 . 08 11 .20 12 . 8 40. 1 40. 0 0. 40 15 21 . 92 11 .20 13 . 0 40 . 3 40. 0 0. 40 16 22 . 75 11.20 13. 7 41. 4 40. 0 0. 41 17 23. 58 11 .20 15.2 43. 7 40 . 0 0. 44 18 24 . 42 11.20 17.7 47 .2 40 . 0 0. 47 19 20. 25 11 .20 22.7 53. 4 40. 0 0.53 20 21. 08 11 .20 22. 6 53.2 40. 0 0.53 90 24 . 71 20 . 0 91 24 . 71 20. 0 92 24 . 71 20. 0 93 24 . 71 24 . 9 Al 21. 08 27 . 4 A2 21. 08 27 . 5 A3 21. 08 27 . 5 A4 21 . 08 27 . 7 A6 20. 00 33. 4 B1 20 . 00 30 . 8 B2 20. 00 32 . 8 W 3. 00 43 . 5 Max velocity of 22 . 44 occurs in the pipe from 18 TO 92 ABBATARE HANGAR #8 Drawing Date: 5130108 10:18 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) 40 . 34 2 . 157 10 . 03 13. 0 13 . 0 K = 11 .20 1 C=120 0 . 00 -0 . 4 0 . 0 40 . 34 0 .014 10 . 03 0 . 1 13 . 0 Vel = 3. 58 40. 00 2 . 157 10 . 03 12 . 8 12 . 8 K = 11 .20 2 C=120 0 . 00 -0. 4 0 . 0 80 . 34 0 . 051 10 . 03 0. 5 12 . 8 Vel = 7 . 12 40.23 2 . 157 10 . 03 12 . 9 12 . 9 K = 11 .20 3 C=120 0 . 00 -0 . 4 0 . 0 120. 58 0 . 108 10 . 03 1 . 1 12 . 9 Vel = 10. 69 41 . 34 2 . 157 10. 03 13. 6 13 . 6 K = 11.20 4 C=120 0 . 00 -0. 4 0 . 0 161 . 92 0 . 186 10 . 03 1. 9 13 . 6 Vel = 14 . 36 43. 57 2 . 157 10 . 03 15. 1 15. 1 K = 11 .20 5 C=120 0 . 00 -0. 4 0. 0 205. 49 0.289 10 . 03 2 . 9 15. 1 Vel = 18 .22 47 . 09 2 . 157 5. 70 17 . 7 17 . 7 K = 11 .20 6 C=120 0 . 00 -0 . 1 0 . 0 252 . 57 0. 424 5. 70 2 . 4 17 . 7 Vel = 22 .39 2 . 635 2T 3 . 94 20. 0 20 . 0 90 C=120 32 . 95 1. 6 0 . 0 252 . 57 0 . 160 36. 89 5. 9 20 . 0 Vel = 15. 01 6. 357 10 . 00 27 . 4 27 . 4 Al C=120 0 . 00 0. 0 0 . 0 252 . 57 0. 002 10 . 00 0. 0 27 . 4 Vel 2 .58 252 . 68 6. 357 10. 00 27. 5 27 . 5 A2 C=120 0 . 00 0. 0 0 . 0 See PATH 2 505.25 0. 008 10 . 00 0. 1 27 . 5 Vel = 5. 16 253. 07 6. 357 10 . 00 27. 5 27 . 5 A3 C=120 0 . 00 0. 0 0 . 0 See PATH 3 758 . 32 0 . 017 10 . 00 0. 2 27 . 5 Vel = 7 .74 106. 57 6. 357 lE 69. 41 27. 7 27. 7 A4 C=120 1T 55. 32 0. 5 0. 0 See PATH 4 864 . 89 0 . 021 124 . 74 2. 7 27. 7 Vel = 8 . 83 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) I ABBATARE HANGAR #8 Drawing Date: 5130108 10:18 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) 6.357 90. 67 30. 8 30 . 8 B1 C=120 0. 00 0. 0 0 . 0 864 . 89 0. 021 90. 67 1. 9 30 . 8 Vel = 8 . 83 6. 357 28 . 88 32. 8 32 . 8 B2 C=120 0. 00 0. 0 0. 0 864 . 89 0. 021 28 . 88 0. 6 32 . 8 Vel = 8 . 83 6.357 4E 58 . 04 33. 4 33 . 4 A6 C=120 70. 41 7. 4 0 . 0 864. 89 0 .021 128 . 45 2 . 7 33 . 4 Vel = 8 . 83 W 864 . 89 43. 5 K = 131 . 09 PATH 2 FROM HYDRAULIC REFERENCE 7 TO A2 40 . 36 2 . 157 10. 03 13 . 0 13. 0 K = 11 .20 7 C=120 0. 00 -0. 4 0 . 0 40 . 36 0 . 014 10. 03 0 . 1 13 . 0 Vel = 3. 58 40.02 2 . 157 10 . 03 12 . 8 12 . 8 K = 11 .20 8 C=120 0. 00 -0. 4 0 . 0 80. 37 0 . 051 10. 03 0. 5 12 . 8 Vel = 7 . 13 40 .25 2 . 157 10.03 12 . 9 12 . 9 K = 11 .20 9 C=120 0. 00 -0. 4 0. 0 120. 62 0 . 108 10 . 03 1 . 1 12 . 9 Vel = 10 . 69 41. 36 2 . 157 10. 03 13. 6 13. 6 K = 11 .20 10 C=120 0. 00 -0 . 4 0. 0 161 . 99 0 . 186 10. 03 1 . 9 13 . 6 Vel = 14 . 36 43 . 59 2 . 157 10. 03 15. 1 15. 1 K = 11 .20 11 C=120 0 . 00 -0. 4 0 . 0 205. 57 0.290 10. 03 2 . 9 15. 1 Vel = 18 .23 47 . 11 2 . 157 5. 70 17 . 7 17 . 7 K = 11 .20 12 C=120 0. 00 -0. 1 0 . 0 252 . 68 0 . 424 5. 70 2 . 4 17 . 7 Vel = 22 . 40 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ABBATARE HANGAR #8 Drawing Date: 5130108 10:18 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 7 TO A2 CONTINUED 2 . 635 2T 3. 94 20. 0 20. 0 91 C=120 32 . 95 1. 6 0. 0 252 . 68 0. 160 36. 89 5. 9 20. 0 Vel = 15.01 A2 252. 68 27 . 5 K = 48 .22 PATH 3 FROM HYDRAULIC REFERENCE 13 TO A3 40. 42 2 . 157 10 .03 13. 0 13.0 K = 11 .20 13 C=120 0 . 00 -0. 4 0 .0 40. 42 0 . 014 10. 03 0. 1 13.0 Vel = 3 .58 40. 08 2 . 157 10. 03 12 . 8 12 . 8 K = 11 .20 _ 14 C=120 0. 00 -0. 4 0 . 0 80. 49 0 . 051 10.03 0 . 5 12 . 8 Vel = 7 .14 40. 31 2 . 157 10 . 03 13. 0 13 .0 K = 11 .20 15 C=120 0 . 00 -0. 4 0 .0 120. 80 0 . 108 10. 03 1. 1 13 . 0 Vel = 10 .71 41 . 42 2 . 157 10.03 13. 7 13 .7 K = 11 .20 16 C=120 0 . 00 -0. 4 0 . 0 162 .23 0. 187 10 .03 1 . 9 13.7 Vel = 14 .38 43 . 66 2 . 157 10. 03 15.2 15.2 K = 11 .20 17 C=120 0. 00 -0 . 4 0 . 0 205. 88 0.290 10 .03 2 . 9 15.2 Vel = 18 .25 47 . 18 2 . 157 5. 70 17 . 7 17.7 K = 11 .20 18 C=120 0. 00 -0. 1 0.0 253. 07 0. 425 5. 70 2 . 4 17.7 Vel = 22 . 44 2 . 635 2T 3. 94 20. 0 20. 0 92 C=120 32 . 95 1. 6 0.0 253 . 07 0. 160 36. 89 5. 9 20 . 0 Vel = 15 . 03 A3 253 . 07 27 . 5 K = 48 .22 PATH 4 FROM HYDRAULIC REFERENCE 19 TO A4 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ABBATARE HANGAR #8 Drawing Date: 5130108 10:18 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 19 TO A4 CONTINUED 53.36 2 . 157 10. 03 22 . 7 22. 7 K = 11 .20 19 C=120 0.00 -0 . 4 0. 0 53. 36 0. 024 10.03 0.2 22. 7 Vel = 4 .73 53.21 2. 157 45. 84 22 . 6 22 . 6 K = 11 .20 20 C=120 0. 00 -1 . 6 0. 0 106. 57 0. 086 45.84 3. 9 22 . 6 Vel = 9. 45 2 . 635 2T 3. 94 24. 9 24 . 9 93 C=120 32 . 95 1. 6 0 . 0 106. 57 0 . 032 36.89 1.2 24 . 9 Vel = 6. 33 A4 106. 57 27 .7 K = 20 .25 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) O O LO r O LO M r d a a 0 O7 O) m O O O 3 Lo N 0 r Q N d N .O O N � in a) _ � 0 o a ^ E E ._ ._ cnE 0 a a cn rn oo Q arnrnaa co LO U') Un w O Lo lLO W MN ~ — O r r o in 0 N V- _ ` 2 — -- - - L E Ea. W U � 7 cn — N O a' c� c� w c0 a) (D i aAcu N a- u) c/) u _ O O O _ E cn cn a a a O) O O O N Q N J O m — LO N ti 7 cn in N O w L a N Q y U (a " N --' U � N O (0 O O �(nQ' LL � J O (O co W' Q O LO Q LO — W � � � 0 H< CO o v m Qcoz O -0m E o O o 0 0 0 0 N O 00 CO NT N r r r 0. U) � •� �, I Z.BBATARE HANGAR #8 Drawing Date: 5130108 10:19 HYDRAULIC DESIGN INFORMATION SHEET Job Name : ABBATARE HANGAR #8 Location: 17713 48th DR. ARLINGTON, WA. Drawing Date : Remote Area Number: 2 Contractor: Commercial Fire Protection Inc. Telephone: 360-848-9093 PO Box 128 Mt Vernon, WA Designer: krk Calculated By: SprinkCAD www. sprinkcad. com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities : SYSTEM DESIGN Code: 02 NFPA 13 Hazard:EX HAZ 2 System Type:WET Area of Sprinkler Oper. 2000 sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0 . 400 1 Make: TYCO Area per Sprinkler 100. 0 sq ft1 Model: EL0231B Hose Allowance Inside 0 gpm I K-Factor: 11 . 20 Hose Allowance Outside 500 gpm I Temperature Rating: 286 CALCULATION SUMMARY 20 Flowing Outlets gpm Required: 1364 .3 psi Required: 52.4 @ CITY CONN WATER SUPPLY Water Flow Test I Pump Data Date of Test 2008 1 Rated Capacity 0 gpm Static Pressure 94 . 0 psi 1 Rated Pressure 0 . 0 psi Residual Pres 20.0 psi I Elevation 0 I 0FRO COP`; At a Flow of 4000 gpm I Make: Elevation 0" I Model: Location: AIRPORT BLVD Source of Information: CITY OF ARLINGTON SYSTEM VOLUME 932 Gallons Notes : Ind RECEIVED � JUN 0 3 2008 COA PERMIT CENTER Gcb DOE 01IR t _ � ti, ABBATARE HANGAR #8 Drawing Date: 5130108 10:19 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 864 40. 6 psi 1 6" MJ Tee 30 ' 120 6. 065 864 0 . 8 1 6" MJ Tee 30 ' 120 6. 065 864 0 . 8 1 6" Grvd 90 Ell 14 ' 120 6. 065 864 0 . 4 1 Pipe 6" 10x21 20 ' 120 6. 357 864 0 . 4 2 6" Grvd 90 Ell 28 ' 120 6. 065 864 0 . 8 Total Loss for TO SYSTEM 3.3 psi 1 6" Grvd Back Flow Valve Wilkins "45 CHART LOSS 864 4 .3 1 6" Fingd Gate Valve "721U" PIV 3 ' 120 6. 065 864 0. 1 Total Loss for THRU RISER 4.4 psi Hydr Ref R1 Required at AT BASE OF RISER 864 48.3 psi 1 Pipe 12" DIx18 Cl 350 68 ' 140 12 . 578 864 0 .0 1 12" MJ Tee 60 ' 120 11. 938 864 0 . 1 1 12 Fingd Gate Valve 0 ' 0 11. 938 864 0. 0 1 Pipe 8" DIx18 Cl 350 309' 140 12 . 578 864 0.2 3 8" MJ Tee 105' 120 8 . 071 864 0. 7 1 Pipe 6" DIx18 Cl 350 203' 140 12 . 578 864 0 . 1 _ 2 6" MJ Tee 60 ' 120 6. 065 864 1 .7 1 6" Fingd Gate Valve "721U" PIV 3 ' 120 6. 065 864 0. 1 3 6" MJ 90 Ell 4 2 ' 120 6. 065 864 1 .2 Fixed Flow Outside Hose Allow. 500 gpm Total Loss for THRU UNDG 4.1 psi Hydr Ref R2 Required at CITY CONN 1364 52.4 psi Water Source 94 . 0 psi static, 20 . 0 psi residual @ 4000 gpm 1364 gpm 83. 9 psi SAFETY PRESSURE 31.5 psi Available Pressure of 83. 9 psi Exceeds Required Pressure of 52 . 4 psi This is a safety margin of 31.5 psi or 38 % of Supply Maximum Water Velocity is 22 . 4 fps ABBATARE HANGAR #8 Drawing Date: 5130108 10:19 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe _ FTNG'S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi. Pressures are listed to 0. 1 psi . Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations ,ABBATARE HANGAR #8 Drawing Date: 5130108 10:19 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^%2) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) 30 20 .25 11. 20 13. 0 40 . 3 40 . 0 0. 40 31 21 . 08 11 .20 12 . 8 40 . 0 40 . 0 0. 40 32 21. 92 11.20 12 . 9 40.2 40 . 0 0. 40 33 22 . 75 11 .20 13. 6 41. 3 40 . 0 0 . 41 34 23 . 58 11 . 20 15. 1 43. 6 40 . 0 0. 44 35 24 . 42 11 . 20 17. 7 47 . 1 40 . 0 0.47 36 20.25 11 . 20 13. 0 40. 4 40 . 0 0. 40 37 21 . 08 11 . 20 12. 8 40. 0 40 .0 0. 40 38 21 . 92 11 .20 12. 9 40. 3 40 . 0 0. 40 39 22 . 75 11 . 20 13. 6 41. 4 40 . 0 0. 41 40 23. 58 11 . 20 15. 1 43. 6 40 . 0 0. 44 41 24 . 42 11 . 20 17 .7 47 . 1 40 . 0 0. 47 42 20 .25 11 . 20 13. 0 40. 4 40 . 0 0. 40 43 21. 08 11 . 20 12 . 8 40. 1 40 . 0 0. 40 44 21 . 92 11 .20 13. 0 40. 3 40 . 0 0. 40 45 22 . 75 11. 20 13. 7 41 . 4 40 . 0 0. 41 46 23.58 11 . 20 15.2 43.7 40 . 0 0. 44 47 24 . 42 11 . 20 17. 7 47 .2 40 . 0 0. 47 48 20 .25 11 .20 22 . 4 53 . 0 40 . 0 0.53 49 21. 08 11 .20 22 .3 52 . 9 40 . 0 0.53 110 24 . 81 19. 5 111 24 . 81 19. 5 112 24 . 81 19. 6 113 24. 81 24 . 5 A6 20. 00 30. 4 B2 20 . 00 29. 8 Cl 21. 08 27 . 0 C2 21 . 08 27. 1 C3 21 . 08 27 . 1 C4 21 . 08 27 . 3 W 3. 00 40. 6 Max velocity of 22 . 44 occurs in the pipe from 47 TO 112 r� ABBATARE HANGAR #8 Drawing Date: 5130108 10:19 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 30 TO W (PRIMARY PATH) 40. 34 2 . 157 10. 03 13. 0 13 . 0 K = 11 . 20 30 C=120 0. 00 -0. 4 0 . 0 40 . 34 0 . 014 10.03 0. 1 13 . 0 Vel = 3 . 58 40. 00 2 . 157 10. 03 12 . 8 12 . 8 K = 11 .20 31 C=120 0. 00 -0 . 4 0 . 0 80 . 34 0 . 051 10. 03 0. 5 12 . 8 Vel = 7 . 12 40.23 2 . 157 10 . 03 12 . 9 12 . 9 K = 11 .20 32 C=120 0 . 00 -0. 4 0 . 0 120 . 58 0 . 108 10. 03 1 . 1 12 . 9 Vel = 10 . 69 41 . 34 2 . 157 10. 03 13 . 6 13. 6 K = 11 .20 33 C=120 0. 00 -0 . 4 0 . 0 161 . 92 0 . 186 10. 03 1 . 9 13. 6 Vel = 14 . 36 43. 57 2 . 157 10 . 03 15. 1 15 . 1 K = 11 . 20 34 C=120 0 . 00 -0 . 4 0 . 0 205. 49 0 .289 10 . 03 2 . 9 15 . 1 Vel = 18 .22 47. 09 2 . 157 4 .70 17. 7 17 . 7 K = 11 .20 35 C=120 0. 00 -0.2 0 . 0 252 . 57 0 . 424 4 . 70 2.0 17 . 7 Vel = 22 . 39 2 . 635 2T 4 . 04 19.5 19.5 110 C=120 32 . 95 1. 6 0. 0 252 . 57 0 . 160 36. 98 5. 9 19. 5 Vel = 15. 01 6. 357 10. 00 27 . 0 27 . 0 Cl C=120 0. 00 0. 0 0 . 0 252 . 57 0 . 002 10. 00 0. 0 27 . 0 Vel = 2 . 58 252 . 68 6. 357 10 . 00 27. 1 27 . 1 C2 C=120 0. 00 0. 0 0 . 0 See PATH 2 505.25 0. 008 10. 00 0. 1 27 . 1 Vel = 5 . 16 253 . 07 6. 357 10.00 27. 1 27 . 1 C3 C=120 0. 00 0.0 0 . 0 See PATH 3 758 . 33 0 . 017 10. 00 0.2 27 . 1 Vel = 7 . 74 105. 94 6. 357 lE 41 . 08 27.3 27 . 3 C4 C=120 1T 55. 32 0.5 0 . 0 See PATH 4 864 .26 0 . 021 96. 41 2. 1 27 . 3 Vel = 8 . 82 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ABBATARE HANGAR #8 Drawing Date: 5130108 10:19 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 30 TO W (PRIMARY PATH) 6. 357 28 . 88 29. 8 29. 8 B2 C=120 0 . 00 0.0 0 . 0 864 .26 0 . 021 28 . 88 0. 6 29. 8 Vel = 8 . 82 6. 357 4E 58 . 04 30. 4 30. 4 A6 C=120 70. 41 7. 4 0. 0 864 .26 0.021 128 . 45 2.7 30 . 4 Vel = 8 . 82 W 864 .26 40. 6 K = 135. 70 PATH 2 FROM HYDRAULIC REFERENCE 36 TO C2 40 . 36 2. 157 10 . 03 13.0 13 . 0 K = 11. 20 _ 36 C=120 0. 00 -0. 4 0 . 0 40. 36 0. 014 10. 03 0.1 13 . 0 vel = 3.58 40 . 02 2 . 157 10. 03 12 . 8 12. 8 K = 11.20 37 C=120 0 . 00 -0. 4 0.0 80. 37 0. 051 10. 03 0 . 5 12 . 8 Vel = 7 . 13 40 .25 2 . 157 10. 03 12. 9 12 . 9 K = 11 .20 38 C=120 0. 00 -0. 4 0. 0 120 . 63 0. 108 10. 03 1. 1 12 . 9 Vel = 10. 69 41 . 36 2 . 157 10 . 03 13. 6 13'. 6 K = 11 . 20 39 C=120 0 . 00 -0. 4 0 . 0 161 . 99 0. 186 10. 03 1 . 9 13 . 6 Vel = 14 . 36 43. 59 2 . 157 10. 03 15. 1 15. 1 K = 11.20 40 C=120 0. 00 -0. 4 0 . 0 205 . 57 0.290 10. 03 2 . 9 15. 1 Vel = 18 .23 47 . 11 2 . 157 4 . 70 17 . 7 17 . 7 K = 11 .20 41 C=120 0. 00 -0.2 0. 0 252 . 68 0. 424 4 . 70 2 . 0 17 . 7 Vel = 22 . 40 2 . 635 2T 4 . 04 19. 5 19. 5 111 C=120 32 . 95 1. 6 0 . 0 252 . 68 0. 160 36. 98 5. 9 19. 5 Vel = 15. 01 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) .ABBATARE HANGAR #8 Drawing Date: 5130108 10:19 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn C2 252. 68 27 . 1 K = 48 . 58 PATH 3 FROM HYDRAULIC REFERENCE 42 TO C3 40. 42 2 . 157 10. 03 13. 0 13. 0 K = 11 .20 42 C=120 0. 00 -0. 4 0 . 0 40. 42 0. 014 10. 03 0. 1 13 . 0 Vel = 3. 58 40. 08 2 . 157 10. 03 12 . 8 12 . 8 K = 11 .20 43 C=120 0 . 00 -0 . 4 0 . 0 80. 49 0 . 051 10. 03 0 . 5 12 . 8 Vel = 7 . 14 40.31 2 . 157 10 . 03 13. 0 13. 0 K = 11 .20 44 C=120 0 . 00 -0. 4 0 . 0 120. 81 0. 108 10 . 03 1 . 1 13. 0 Vel = 10 .71 41.43 2 . 157 10 . 03 13.7 13 . 7 K = 11 .20 45 C=120 0 . 00 -0. 4 0. 0 162 .23 0. 187 10 . 03 1 . 9 13 . 7 Vel = 14 .38 43. 66 2 . 157 10 . 03 15.2 15.2 K = 11 .20 46 C=120 0 . 00 -0. 4 0. 0 205. 89 0.290 10. 03 2 . 9 15.2 Vel = 18 .25 47. 18 2 . 157 4 . 70 17 .7 17 . 7 K = 11.20 47 C=120 0 . 00 -0.2 0. 0 253. 07 0 . 425 4 . 70 2 . 0 17 . 7 Vel = 22 . 44 2 . 635 2T 4 . 04 19. 6 19. 6 112 C=120 32 . 95 1 . 6 0 . 0 253. 07 0 . 160 36. 98 5. 9 19. 6 Vel = 15. 04 C3 253.07 27 . 1 K = 48 . 59 PATH 4 FROM HYDRAULIC REFERENCE 48 TO C4 53. 04 2 . 157 10 . 03 22 . 4 22. 4 K = 11 .20 48 C=120 0 . 00 -0 . 4 0. 0 53. 04 0 . 024 10 . 03 0 .2 22 . 4 Vel = 4 .70 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ABBATARE HANGAR #8 Drawing Date: 5130108 10:19 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 48 TO C4 CONTINUED 52 . 89 2 . 157 44 . 84 22 .3 22 . 3 K = 11 .20 49 C=120 0 . 00 -1 . 6 0. 0 105. 94 0 . 085 44 . 84 3 . 8 22. 3 Vel = 9. 39 2 . 635 2T 4 . 04 24.5 24. 5 113 C=120 32 . 95 1. 6 0. 0 105. 94 0. 032 36. 98 1.2 24. 5 Vel = 6.29 C4 105. 94 27 . 3 K = 20 .28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 0 0 u� 0 Lo M E E � Q Q c� rn m � 00 00 3 00 N 0 Q m � � m o co : o 2 SO Qcm _ _ E E ._ ._ 0 cn 0- Q cn v� 0 Q Q on CM Q Q U') v v 't Ln ao Lo co co 3 N coO co — Uq LL N = N > LL p - -— L � EEaw in a) a) +T-p a � in i N Q' d U) UnUA = O rn _ E in 'cn Q QQrn 0 0 0 - - O rn N � N J D m LO 6 - fl- u) (� Of Q _ -- d U p ++ U) U p O Co ry LO 0 Q N _ Z N - - — - w � 0 m o Q O < Ur N co Q M Z p [Y] .J E O O o O O O O N O co co d N acn — b1d20080148 - bfecht Page 1 of 1 BLD - Building Permit Ver: 2008B Priority: Normal - #BLD20080148 owner: JABBATARE HANGER#8-ARLINGTON AIR status: JISSUED address: 117713 48TH DR,ARLINGTON post date: 6/3/2008 data screens: I Select Screen... functions: I Select Permit Function... Fire Sprinkler Data Screen: WORK DESCRIPTION Update I Spell Check Close Work Description: INSTALLATION OF NEW FIRE SPRINKLER SYSTEM IN HANGER #8 (ALSO KNOWN AS LOT C AND D) Outstanding Items at'Fimef Submittal: Permit Revisions: J REVISION RECEIVED FOR ADDITION TO SPRAY AREA. 08-07-08 -=j _1 http://coaweb2/permittrax/PennitTraxMain/wfPermitConsoleDataSereen.aspx?TYPE=P&... 8/11/2008 J w August 15, 2008 TO: Scott Black Department of Community Development City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: ABBATARE HANGER#8 17713 48th Drive Arlington, WA BLD20080148 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM REVISIONS We have reviewed the revised plans and calculations submitted by Commercial Fire Protection Inc. of Mt. Vernon, WA. The plan is approved subject to hydrostatic tests and field inspection. For inspections and tests, contact Jim Tracy at 206-940-9622. COPY { ,.. w .. �. ABBATAREE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 HYDRAULIC DESIGN INFORMATION SHEET Job Name: ABBATARE HANGAR #8 Location: 17713 48th DR. ARLINGTON, WA. Drawing Date: Remote Area Number: 1 Contractor: Commercial Fire Protection Inc. Telephone:360-848-9093 PO Box 128 Mt Vernon, WA Designer: krk Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale,. PA 19446 Construction: Occupancy: Reviewing Authorities:CITY OF ARLINGTON SYSTEM DESIGN Code: 02 NFPA 13 Hazard:EX HAZ 2 System Type:WET Area of Sprinkler Oper. 2500 sq fti Sprinkler or Nozzle Density (gpm/sq ft) 0 .400 Make: TYCO Area per Sprinkler 86.3 sq ft Model : EL0231B Hose Allowance Inside 0 gpm K-Factor: 11.20 Hose Allowance Outside 500 gpm Temperature Rating: 155 CALCULATION SUMMARY 29 Flowing Outlets gpm Required: 1609. 0 psi Required: 54 .4 @ CITY CONN WATER SUPPLY Water Flow Test Pump Data Date of Test 2008 Rated Capacity 0 gpm Static Pressure 94 . 0 psi Rated Pressure 0 . 0 psi Residual Pres 20 . 0 psi Elevation 0 At a Flow of 4000 gpm Make: Elevation 0" Model: Location: AIRPORT BLVD Source of Information: CITY OF ARLINGTON SYSTEM VOLUME 1118 Gallons i Notes: ✓/ a 6 N O O O E E Q Q O � O O O O Cfl O � LO N cn 7 — C Q _ E E ._ ._ cn a Q U U) a0) v) aacn i OOOCM O O CDuj 6 G L � O LnN � E a m N p � �_ > -� � EEa,w N a) C -0 a) u, cnv- � p " >, >,ca a) 0- (n v)c) = O N cn cn Q a a a> Op0 0) 6 CD N O 0 J O m ` O d N Q cu _p U p l O 00 Q O (D Q Q� � � r F �N O awf Q�U' m a It co z) OO Cl? m — J E O) � N O co ( N ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 1109 35.4 psi 1 6" MJ Tee 30 ' 120 6 . 065 1109 1 .3 1 6" MJ Tee 30 ' 120 6 . 065 1109 1.3 1 6" Grvd 90 Ell 14 ' 120 6 .065 1109 0 .6 1 Pipe 6" 10x21 20 ' 120 6.357 1109 0 . 7 2 6" Grvd 90 Ell 28 ' 120 6 . 065 1109 1.3 Total Loss for TO SYSTEM 5.3 psi 1 6" Grvd Back Flow Valve Wilkins 1135 CHART LOSS 1109 7.3 Total Loss for THRU RISER 7.3 psi Hydr Ref R1 Required at AT BASE OF RISER 1109 47.9 psi 1 Pipe 12" DIx18 Cl 350 68 ' 140 12 .578 1109 0 .1 1 12" MJ Tee 60 ' 120 11. 938 1109 0 .1 1 12 Fingd Gate Valve 0 ' 0 11 .938 1109 0 . 0 1 Pipe 8" DIx18 Cl 350 309 ' 140 12 .578 1109 0 .3 3 8" MJ Tee 105 ' 120 8 . 071 1109 1.2 1 Pipe 6" DIx18 C1 350 203 ' 140 12 .578 1109 0 .2 2 6" MJ Tee 60 ' 120 6.065 1109 2 . 7 1 6" Fingd Gate Valve 11721U" PIV 3 ' 120 6.065 1109 0 . 1 3 6" MJ 90 Ell 42 ' 120 6.065 1109 1. 9 Fixed Flow Outside Hose Allow. 500 gpm Total Loss for THRU UNDG 6.5 psi Hydr Ref R2 Required at CITY CONK 1609 54.4 psi Water Source 94 .0 psi static, 20 . 0 psi residual @ 4000 gpm 1609 gpm 80.3 psi SAFETY PRESSURE 25.9 psi Available Pressure of 80.3 psi Exceeds Required Pressure of 54 .4 psi This is a safety margin of 25.9 psi or 32 % of Supply Maximum Water Velocity is 23 .5 fps ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. _ TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) A1. 85 / IDA4 .87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x QA2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI-%) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 20 .24 11.20 12 . 7 39. 9 34 .5 0 .46 2 20 . 95 11.20 12 .5 39. 7 34 .5 0 .46 3 21.65 11.20 12 .7 39.8 34 .5 0 .46 4 22 .36 11.20 11. 6 38 . 1 34 .5 0 .44 5 23 . 07 11.20 10 .5 36 .4 34 .5 0 .42 6 23 . 77 11.20 9. 9 35 .2 34 .5 0 .41 7 24.48 11.20 9.5 34 . 5 34 .5 0 .40 8 20 .24 11.20 12 .7 40 . 0 34 .5 0 .46 9 20 . 94 11.20 12 .5 39. 7 34 .5 0 .46 10 21. 65 11.20 12 . 7 39. 9 34 .5 0 .46 11 22 .35 11.20 11.6 38 . 1 34 .5 0 .44 12 23 . 05 11.20 10 . 6 36 .4 34 .5 0 .42 13 23 . 76 11.20 9. 9 35 .3 33 .6 0 .42 14 24.46 11.20 9. 5 34 . 6 34 .5 0 .40 15 20 .24 11.20 12 . 8 40 . 1 34 . 5 0 .46 16 20. 94 11.20 12 .6 39 . 8 34 .5 0 .46 17 21. 65 11.20 12 . 7 39. 9 34 .5 0 .46 18 22 .35 11.20 11. 6 38 .2 34.5 0 .44 19 23 . 05 11.20 10 . 6 36 .5 34 .5 0 .42 20 23 . 76 11.20 10 . 0 35.3 34 .5 0 .41 _ 21 24 .46 11.20 9.6 34 . 6 34 .5 0 .40 22 20 .24 11.20 12 .9 40 .2 34 .5 0 .47 23 20 . 94 11.20 12 . 7 39. 9 34 .5 0 .46 24 21. 65 11.20 12 . 8 40 . 1 34 .5 0 .46 25 22 .35 11.20 11. 7 38 .4 34 .5 0 .44 26 23 . 05 11.20 10 .7 36.6 34 . 5 0 .42 27 23 . 76 11.20 10 . 1 35 . 5 34 .5 0 .41 28_ 24 .46 11.20 9.7 34 .8 34 .5 0 .40 29 20 .24 11.20 21.2 51 . 6 34 .5 0 . 60 104 21. 99 14.2 105 21. 98 14 .3 106 21. 98 14 .3 107 21. 98 14 .4 A7 3 . 00 35 .2 B1 19. 75 21. 9 B2 19. 75 21.9 B3 19. 75 22 . 0 B4 19. 75 22 .2 B5 19. 75 22 .5 W 3 . 00 35.4 Max velocity of 23 .55 occurs in the pipe from B4 TO 107 ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 7 TO W (PRIMARY PATH) 34 .52 2 . 157 8 .47 9. 5 9 .5 K = 11.20 7 C=120 0 . 00 0 . 3 0 . 0 34.52 0 . 011 8 .47 0 . 1 9. 5 Vel = 3 . 06 35 .23 2 . 157 8 .47 9 . 9 9 .9 K = 11.20 6 C=120 0 . 00 0 .3 0 .0 69.75 0 . 039 8 .47 0 . 3 9 . 9 Vel = 6. 18 36.35 2 . 157 8 .47 10.5 10 .5 K = 11.20 5 C=120 0 . 00 0 .3 0 . 0 106. 11 0. 085 8 .47 0 . 7 10 .5 Vel = 9.41 38 . 09 2 . 157 1T 4.42 11. 6 11. 6 K = 11.20 4 C=120 12 .31 0.2 0 . 0 144 . 19 0 . 150 16. 73 2.5 11 . 6 Vel = 12 .78 119.43 2 .157 1T 2 .25 14 . 2 14 .2 _ 104 C=120 12 .31 1. 0 0 . 0 See PATH 5 263 .63 0.459 14 .56 6 . 7 14 .2 Vel = 23 .37 6.357 10. 00 21 . 9 21 . 9 Bl C=120 0 . 00 0 . 0 0 . 0 263 . 63 0 . 002 10 . 00 0 . 0 21. 9 Vel = 2 . 69 263 . 84 6 .357 10 . 00 21. 9 21. 9 B2 C=120 0 . 00 0. 0 0 . 0 See PATH 2 527.47 0 . 009 10 . 00 0.1 21. 9 Vel = 5.38 264 .40 6.357 10 . 00 22. 0 22 . 0 B3 C=120 0 . 00 0. 0 0 . 0 See PATH 3 791. 87 0 .018 10. 00 0.2 22 . 0 Vel = 8 . 08 265 .59 6 .357 10 . 00 22.2 22 .2 B4 C=120 0 . 00 0. 0 0 . 0 See PATH 4 1057 .47 0 . 031 10 . 00 0.3 22 .2 Vel = 10 . 79 51 . 58 6.357 lE 67 .45 22 . 5 22 .5 B5 C=120 2T 93 . 04 7.3 0 . 0 See PATH 9 1109. 04 0 . 034 160 . 50 5.4 22 . 5 Vel = 11.32 6 .357 5 . 17 35 . 2 35.2 A7 C=120 0 . 00 0 . 0 0 . 0 1109. 04 0 . 034 5 . 17 0 . 2 35 .2 Vel = 11.32 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn W 1109. 04 35 .4 K = 186 .47 PATH 2 FROM HYDRAULIC REFERENCE 14 TO B2 34 . 56 2 . 157 8 .47 9.5 9. 5 K = 11.20 14 C=120 0 . 00 0 .3 0 . 0 34 . 56 0. 011 8 .47 0 . 1 9. 5 Vel = 3 . 06 35 .27 2 . 157 8 .47 9. 9 9. 9 K = 11 .20 13 C=120 0 . 00 0 .3 0 . 0 69. 83 0. 039 8 .47 0 . 3 9. 9 Vel = 6 . 19 36.39 2 . 157 8 .47 10. 6 10. 6 K = 11 .20 12 C=120 0 . 00 0.3 0 . 0 106 .21 0. 085 8 .47 0 . 7 10 . 6 Vel = 9.42 38 . 12 2 . 157 1T 4 .42 11. 6 11. 6 K = 11 .20 11 C=120 12 .31 0 .2 0 . 0 144 .33 0 . 151 16 . 73 2 . 5 11. 6 Vel = 12 . 80 119. 51 2 . 157 1T 2 .24 14.3 14 . 3 105 C=120 12 . 31 1. 0 0 . 0 See PATH 6 263 . 84 0 .460 14 . 55 6. 7 14.3 Vel = 23 .39 B2 263 . 84 21. 9 K = 56 .36 PATH 3 FROM HYDRAULIC REFERENCE 21 TO B3 34 . 64 2 . 157 8 .47 9 .6 9. 6 K = 11.20 21 C=120 0 . 00 0 .3 0 . 0 34 . 64 0 . 011 8 .47 0 . 1 9 . 6 Vel = 3 . 07 35 .35 2 . 157 8 .47 10 . 0 10 . 0 K = 11.20 20 C=120 0 . 00 0.3 0 . 0 69 . 99 0 . 039 8 .47 0 .3 10 . 0 Vel = 6 .20 36 .46 2 . 157 8 .47 10 . 6 10 . 6 K = 11.20 19 C=120 0 . 00 0 .3 0 . 0 106 .45 0 .086 8 .47 0 . 7 10 . 6 Vel = 9.44 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 21 TO B3 CONTINUED 38 .20 2 . 157 1T 4 .42 11. 6 11 . 6 K 11.20 18 C=120 12 .31 0.2 0 . 0 144. 65 0 . 151 16 . 73 2. 5 11 . 6 Vel = 12 . 82 119.76 2 . 157 1T 2 . 24 14.3 14 .3 106 C=120 12 . 31 1. 0 0 . 0 See PATH 7 264 .40 0 .461 14 . 55 6. 7 14 .3 Vel = 23 .44 B3 264.40 22 . 0 K = 56 .37 PATH 4 FROM HYDRAULIC REFERENCE 28 TO B4 34 .81 2 . 157 8.47 9. 7 9. 7 K = 11 .20 28 C=120 0. 00 0 . 3 0 . 0 - 34 . 81 0 . 011 8 .47 0 . 1 9 .7 Vel = 3 . 09 35.52 2 . 157 8.47 10 . 1 10 . 1 K = 11.20 27 C=120 0 . 00 0 . 3 0 . 0 70 .32 0 . 040 8 .47 0 .3 10 . 1 Vel = 6 .23 36. 63 2 . 157 8 .47 10 . 7 10 .7 K = 11 .20 26 C=120 0 . 00 0 . 3 0 . 0 106. 95 0 . 086 8 .47 0. 7 10 . 7 Vel = 9 .48 38 .37 2 . 157 1T 4 .42 11. 7 11 . 7 K = 11.20 25 C=120 12 . 31 0.2 0 . 0 145.32 0 . 152 16 . 73 2. 6 11.7 Vel = 12 . 88 120 .27 2 . 157 1T 2 . 24 14 .4 14 .4 107 C=120 12 .31 1. 0 0 . 0 See PATH 8 265.59 0 .465 14 . 55 6. 8 14 .4 Vel = 23 . 55 B4 265.59 22 .2 K = 56 .39 PATH 5 FROM HYDRAULIC REFERENCE 1 TO 104 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) } I I I ABBATARE RANGAR #8 Drawing Date: 8/ 1/08 14: 2 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 1 TO 104 CONTINUED 39 . 95 2 . 157 8 .47 12 . 7 12 . 7 K = 11.20 1 C=120 0 . 00 -0 .3 0 . 0 39 . 95 0 .014 8 .47 0 . 1 12 . 7 Vel = 3 .54 39 .65 2 . 157 8 .47 12 . 5 12 . 5 K = 11.20 2 C=120 0 . 00 -0 .3 0 . 0 79. 60 0 . 050 8 .47 0 .4 12 . 5 Vel = 7. 06 39. 84 2 . 157 1T 4. 05 12 . 7 12 . 7 K = 11.20 3 C=120 12 .31 -0 .1 0 . 0 119 .43 0.106 16.35 1. 7 12 . 7 Vel = 10 .59 104 119.43 14 .2 K = 31. 65 PATH 6 FROM HYDRAULIC REFERENCE 8 TO 105 39. 97 2 . 157 8 .47 12 . 7 12. 7 K = 11 .20 8 C=120 0 . 00 -0 .3 0. 0 39 . 97 0 . 014 8 .47 0 . 1 12 . 7 Vel = 3 . 54 39 . 68 2 .157 8 .47 12 . 5 12 . 5 K 11 .20 9 C=120 0 . 00 -0 . 3 0 . 0 79 . 65 0 . 050 8 .47 0 .4 12 .5 Vel = 7 . 06 39 . 86 2 . 157 1T 4 . 05 12 . 7 12.7 K = 11.20 10 C=120 12 .31 -0 . 1 0. 0 119 . 51 0 . 106 16.35 1 . 7 12.7 Vel = 10 .60 105 119 . 51 14 . 3 K = 31. 65 PATH 7 FROM HYDRAULIC REFERENCE 15 TO 106 40 . 05 2 . 157 8 .47 12 . 8 12 . 8 K = 11.20 15 C=120 0 . 00 -0 . 3 0 . 0 40 . 05 0 . 014 8 .47 0 . 1 12 . 8 Vel = 3 .55 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 Tyco Fire Products Page. 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "CTT TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 15 TO 106 CONTINUED 39.76 2 . 157 8 .47 12 . 6 12 .6 K = 11 .20 16 C=120 0 . 00 -0 . 3 0 .0 79 . 81 0 . 050 8 .47 0 .4 12 .6 Vel = 7 . 08 39. 95 2 . 157 1T 4 .05 12 . 7 12 .7 K = 11 . 20 17 C=120 12 .31 -0 . 1 0 . 0 119. 76 0 . 107 16 .35 1. 7 12 . 7 Vel = 10 . 62 106 119.76 14 . 3 K = 31. 65 PATH 8 FROM HYDRAULIC REFERENCE 22 TO 107 40 .22 2 . 157 8 .47 12 . 9 12 . 9 K = 11.20 22 C=120 0 . 00 -0 .3 0 . 0 40 .22 0 . 014 8 .47 0 . 1 12 . 9 Vel = 3 .57 39. 93 2 . 157 8 .47 12 . 7 12.7 K = 11 .20 23 C=120 0 . 00 -0 . 3 0.0 80 . 15 0 . 051 8 .47 0 .4 12 .7 Vel = 7 . 11 40 . 12 2 . 157 1T 4 . 05 12 . 8 12 .8 K = 11 .20 24 C=120 12 .31 -0 . 1 0 . 0 120 .27 0 . 107 16 .35 1. 8 12 . 8 Vel = 10 . 66 107 120 .27 14 .4 K = 31 . 64 PATH 9 FROM HYDRAULIC REFERENCE 29 TO B5 51. 58 2 . 157 2T 23 .24 21.2 21 .2 K = 11.20 29 C=120 24 . 61 0.2 0. 0 51. 58 0 . 022 47 . 85 1. 1 21.2 Vel = 4 . 57 B5 51. 58 22 .5 K = 10 . 88 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ¢ / / / a o / r kn / / / k� 0 . EE . , k kk \ RE / ¥ I- # N@ - c % 2 / \ ® $ m # k .. / � � � " °12 U m (n m cu I0cn/ƒ E c E � E \ RRc NJ CD 77 ? O .. _ i \ r $ @ 0 O ) � U0 < u0 o m ± L c \ (0 _ 2 — — / LO r < CN / \ / \ \ � c') f ƒ _ < � < ± 9 k / / 2 0 k ABBATARRE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 HYDRAULIC DESIGN INFORMATION SHEET Job Name: ABBATARE HANGAR #8 Location: 17713 48th DR. ARLINGTON, WA. Drawing Date: Remote Area Number: 2 Contractor: Commercial Fire Protection Inc. Telephone:360-848-9093 PO Box 128 Mt Vernon, WA Designer: krk Calculated By:SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities :CITY OF ARLINGTON SYSTEM DESIGN Code:02 NFPA 13 Hazard:EX HAZ 2 System Type:WET Area of Sprinkler Oper. 2000 sq ft Sprinkler or Nozzle Density (gpm/sq ft) 0 .400 Make: TYCO Area per Sprinkler 100 . 0 sq ft Model : EL0231B Hose Allowance Inside 0 gpm I K-Factor: 11.20 Hose Allowance Outside 500 gpm Temperature Rating: 286 CALCULATION SUMMARY 20 Flowing Outlets gpm Required: 1364 .3 psi Required: 55.7 @ CITY CONN WATER SUPPLY Water Flow Test Pump Data Date of Test 2008 Rated Capacity 0 gpm Static Pressure 94 . 0 psi I Rated Pressure 0. 0 psi I Residual Pres 20.0 psi I Elevation 0 At a Flow of 4000 gpm I Make: Elevation 0" Model : li Location: AIRPORT BLVD Source of Information: CITY OF ARLINGTON SYSTEM VOLUME 1118 Gallons Notes: 9�„�cc c ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 864 42.6 psi 1 6" MJ Tee 30 ' 120 6. 065 864 0 .8 1 6" MJ Tee 30 ' 120 6. 065 864 0 .8 1 6" Grvd 90 Ell 14 ' 120 6.065 864 0 .4 1 Pipe 6" 10x21 20 ' 120 6.357 864 0 .4 2 6" Grvd 90 Ell 28 ' 120 6.065 864 0 .8 Total Loss for TO SYSTEM 3.3 psi 1 6" Grvd Back Flow Valve Wilkins 1135 CHART LOSS 864 5 .6 Total Loss for THRU RISER 5.6 psi Hydr Ref R1 Required at AT BASE OF RISER 864 51.6 psi 1 Pipe 12" DIx18 Cl 350 68 ' 140 12 .578 864 0 . 0 1 12" MJ Tee 60 ' 120 11. 938 864 0 .1 1 12 Fingd Gate Valve 0 ' 0 11. 938 864 0 .0 1 Pipe 8" DIx18 Cl 350 309 ' 140 12 .578 864 0 .2 3 8" MJ Tee 105 ' 120 8 . 071 864 0 .7 1 Pipe 6" DIx18 C1 350 203 ' 140 12 .578 864 0 .1 2 6" MJ Tee 60 ' 120 6. 065 864 1.7 1 6" Fingd Gate Valve 11721U" PIV 3 ' 120 6. 065 864 0 . 1 3 6" MJ 90 Ell 42 ' 120 6 . 065 864 1 .2 Fixed Flow Outside Hose Allow. 500 gpm Total Loss for THRU UNDG 4.1 psi Hydr Ref R2 Required at CITY CONN 1364 55.7 psi Water Source 94 . 0 psi static, 20 . 0 psi residual @ 4000 gpm 1364 gpm 83 .9 psi SAFETY PRESSURE 28.2 psi Available Pressure of 83 .9 psi Exceeds Required Pressure of 55.7 psi This is a safety margin of 28.2 psi or 34 % of Supply Maximum Water Velocity is 22 .4 fps AB$ATARE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. - TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) A1. 85 / IDA4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x QA2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 .01 psi. Pressures are listed to 0 . 1 psi. Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations ABBATARE HANGAR #8 Drawing Date: 8/ 1/09 14: 2 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSIA%) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 30 20.25 11.20 13 . 0 40 .3 40 . 0 0 .40 31 21. 08 11 .20 12 . 8 40 . 0 40. 0 0 .40 32 21. 92 11 .20 12 . 9 40 .2 40 . 0 0 .40 33 22. 75 11 .20 13 . 6 41.3 40 . 0 0 .41 34 23 .58 11.20 15. 1 43 . 6 40. 0 0 .44 35 24.42 11 .20 17. 7 47. 1 40 . 0 0 .47 36 20.25 11.20 13 . 0 40 .4 40 . 0 0 .40 37 21. 08 11.20 12 . 8 40 . 0 40 . 0 0 .40 38 21. 92 11.20 12 . 9 40 .3 40 . 0 0 .40 39 22. 75 11 .20 13 .6 41 .4 40 . 0 0 .41 40 23 . 58 11.20 15. 1 43 . 6 40 . 0 0 .44 41 24.42 11 .20 17. 7 47. 1 40 . 0 0 .47 42 20.25 11.20 13 . 0 40 .4 40 . 0 0 .40 43 21. 08 11.20 12 . 8 40 . 1 40 . 0 0 .40 44 21. 92 11.20 13 . 0 40 .3 40 . 0 0 .40 45 22 . 75 11.20 13 . 7 41.4 40 . 0 0 .41 46 23 . 58 11. 20 15.2 43 . 7 40 . 0 0 .44 47 24.42 11.20 17. 7 47 .2 40 . 0 0 .47 48 20.25 11. 20 22 .4 53 . 0 40 . 0 0 .53 49 21. 08 11.20 22 .3 52 . 9 40 . 0 0 . 53 90 24 . 78 19.5 91 24. 78 19. 5 92 24 . 78 19. 6 93 24. 78 24. 5 Al 21. 08 27. 0 A2 21. 08 27. 0 A3 21. 08 27. 1 A4 21. 08 27.3 A5 21. 08 28 . 1 A6 20 . 00 31.3 A7 3 . 00 42 .5 W 3 . 00 42 .6 Max velocity of 22 .44 occurs in the pipe from 47 TO 92 i ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 30 TO W (PRIMARY PATH) 40 .34 2 . 157 10 . 03 13 . 0 13 . 0 K = 11 .20 30 C=120 0 . 00 -0 .4 0 . 0 40 .34 0. 014 10 . 03 0 . 1 13 . 0 Vel = 3 .58 40 . 00 2 . 157 10 . 03 12 . 8 12 . 8 K = 11.20 31 C=120 0 . 00 -0 .4 0 . 0 80 . 34 0 . 051 10 . 03 0 .5 12 . 8 Vel = 7 . 12 40 .23 2 . 157 10 . 03 12 . 9 12 . 9 K = 11 .20 32 C=120 0 . 00 -0 .4 0 . 0 120 . 58 0 . 108 10 . 03 1 . 1 12 . 9 Vel = 10 . 69 41 .34 2 . 157 10 . 03 13 . 6 13 . 6 K = 11 .20 33 C=120 0 . 00 -0 .4 0 . 0 161. 92 0 . 186 10 . 03 1 . 9 13 . 6 Vel = 14 . 36 43 .57 2 . 157 10 . 03 15 . 1 15 . 1 K = 11.20 34 C=120 0 . 00 -0 .4 0 . 0 205 .49 0.289 10 . 03 2 . 9 15 . 1 Vel = 18 .22 47 . 09 2 . 157 4 . 70 17 . 7 17 . 7 K = 11.20 35 C=120 0 . 00 -0 .2 0 . 0 252 . 57 0.424 4 . 70 2 . 0 17 . 7 Vel = 22 .39 2 . 635 2T 4 . 01 19.5 19.5 90 C=120 32 . 95 1.6 0 . 0 252 . 57 0. 160 36 . 96 5. 9 19 . 5 Vel = 15 . 01 6.357 10 . 00 27 . 0 27 . 0 Al C=120 0 . 00 0.0 0 . 0 252 . 57 0. 002 10 . 00 0. 0 27 . 0 Vel = 2 .58 252 . 68 6.357 10 . 00 27. 0 27 . 0 A2 C=120 0 . 00 0. 0 0 . 0 See PATH 2 505 .25 0 . 008 10 . 00 0. 1 27 . 0 Vel = 5 . 16 253 . 07 6.357 10. 00 27. 1 27. 1 A3 C=120 0. 00 0. 0 0. 0 See PATH 3 758 .33 0 . 017 10. 00 0.2 27. 1 Vel = 7. 74 105 . 93 6.357 38 . 88 27.3 27 . 3 A4 C=120 0 . 00 0. 0 0 . 0 See PATH 4 864 .26 0. 021 38 . 88 0.8 27 .3 Vel = 8 .82 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 30 TO W (PRIMARY PATH) 40 .34 2 . 157 10 . 03 13 . 0 13 . 0 K = 11 .20 30 C=120 0 . 00 -0 .4 0 . 0 40 .34 0 . 014 10 . 03 0 . 1 13 . 0 Vel = 3 .58 40 . 00 2 . 157 10 . 03 12 . 8 12 . 8 K = 11.20 31 C=120 0 . 00 -0 .4 0 . 0 80 .34 0 . 051 10 . 03 0 .5 12 . 8 Vel = 7.12 40 .23 2 . 157 10 . 03 12 . 9 12 . 9 K = 11 .20 32 C=120 0 . 00 -0 .4 0 . 0 120 .58 0 . 108 10 . 03 1. 1 12 . 9 Vel = 10 .69 41 .34 2 . 157 10 . 03 13 .6 13 . 6 K 11.20 33 C=120 0 . 00 -0 .4 0 . 0 161 . 92 0 . 186 10 . 03 1 . 9 13 . 6 Vel = 14 .36 43 . 57 2 . 157 10 . 03 15 . 1 15 . 1 K = 11.20 34 C=120 0 . 00 -0 .4 0 . 0 205 .49 0 .289 10 . 03 2 . 9 15 . 1 Vel = 18 .22 47 . 09 2 . 157 4 . 70 17 . 7 17 . 7 K = 11.20 35 C=120 0 . 00 -0 .2 0 . 0 252 .57 0 .424 4 . 70 2 . 0 17 . 7 Vel = 22 .39 2 . 635 2T 4 . 01 19 . 5 19. 5 90 C=120 32 . 95 1. 6 0 . 0 252 .57 0 . 160 36. 96 5 . 9 19. 5 Vel = 15. 01 6 .357 10 . 00 27.0 27 . 0 Al C=120 0 . 00 0.0 0 . 0 252 . 57 0 . 002 10 . 00 0. 0 27 . 0 Vel = 2 .58 252 . 68 6 .357 10 . 00 27 . 0 27 . 0 A2 C=120 0 . 00 0 . 0 0 . 0 See PATH 2 505 .25 0 . 008 10 . 00 0 . 1 27 . 0 Vel = 5. 16 253 . 07 6.357 10 . 00 27 .1 27 . 1 A3 C=120 0 . 00 0 .0 0 . 0 See PATH 3 758 .33 0 . 017 10 . 00 0 .2 27 . 1 Vel = 7.74 105 . 93 6.357 38 . 88 27 .3 27 . 3 A4 C=120 0 .00 0 . 0 0 . 0 See PATH 4 864 .26 0 . 021 38 .88 0 . 8 27.3 Vel = 8 . 82 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1�'. I I I ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 30 TO W (PRIMARY PATH) 6 . 357 2E 92 . 87 28 . 1 28 . 1 A5 C=120 35 . 21 0 .5 0 . 0 864 .26 0 . 021 128 . 08 2 .7 28 . 1 Vel = 8 . 82 6 .357 2E 106.43 31.3 31.3 A6 C=120 1T 72 . 93 7 .4 0 . 0 864 .26 0 . 021 179.35 3 .8 31. 3 Vel = 8 . 82 6 .357 5 . 17 42 . 5 42 .5 A7 C=120 0 . 00 0 . 0 0. 0 864 . 26 0 . 021 5 . 17 0 . 1 42 . 5 Vel = 8 .82 W 864 .26 42 .6 K = 132 . 34 PATH 2 FROM HYDRAULIC REFERENCE 36 TO A2 40 . 36 2 . 157 10 . 03 13 . 0 13 . 0 K = 11 .20 36 C=120 0 .00 -0 .4 0 . 0 40 . 36 0 . 014 10.03 0 . 1 13 . 0 Vel = 3 .58 40 . 02 2 . 157 10 . 03 12 . 8 12 . 8 K = 11.20 37 C=120 0 . 00 -0 .4 0 . 0 80 .37 0 . 051 10 . 03 0 . 5 12 . 8 Vel = 7. 13 40 .25 2 . 157 10 . 03 12 . 9 12 . 9 K = 11.20 38 C=120 0 . 00 -0 .4 0 . 0 120 . 63 0 . 108 10 . 03 1. 1 12 . 9 Vel = 10.69 41 .36 2 . 157 10 . 03 13 . 6 13 . 6 K = 11.20 39 C=120 0 . 00 -0 .4 0 . 0 161. 99 0 . 186 10 . 03 1. 9 13 . 6 Vel = 14.36 43 . 59 2 . 157 10 . 03 15 .1 15 . 1 K = 11.20 40 C=120 0 . 00 -0 .4 0 . 0 205 .57 0 .290 10 . 03 2 .9 15 . 1 Vel = 18.23 47 . 11 2 . 157 4 . 70 17 . 7 17 . 7 K = 11.20 41 C=120 0 . 00 -0 .2 0 . 0 252 . 68 0 .424 4 . 70 2 . 0 17 . 7 Vel = 22 .40 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1 I :� ABBATARE HANGAR #8 Drawing Date: 8/ I/08 14: 2 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 36 TO A2 CONTINUED 2 . 635 2T 4 . 01 19.5 19. 5 91 C=120 32 . 95 1. 6 0 . 0 252 . 68 0 . 160 36 . 96 5 . 9 19 . 5 Vel = 15. 01 A2 252 . 68 27. 0 K - 48.59 PATH 3 FROM HYDRAULIC REFERENCE 42 TO A3 40 . 42 2 . 157 10 . 03 13 . 0 13 . 0 K = 11.20. 42 C=120 0 . 00 -0 .4 0 . 0 40 .42 0. 014 10 . 03 0 . 1 13 . 0 Vel = 3 . 58 40 . 08 2 . 157 1-0 . 03 12 . 8 12 . 8 K = 11. 20 43 C=120 0 . 00 -0 . 4 0 . 0 80 . 49 0. 051 10 . 03 0 . 5 12 . 8 Vel = 7. 14 40 . 31 2 . 157 10 .03 13 . 0 13 . 0 K = 11.20 44 C=120 0 . 00 -0 .4 0 . 0 120 . 81 0 . 108 10 . 03 1. 1 13 . 0 Vel = 10. 71 41.43 2 .157 10 . 03 13 . 7 13 . 7 K = 11.20 45 C=120 0 . 00 -0 .4 0 . 0 162 . 23 0 .187 . 10 . 03 1. 9 13 . 7 Vel = 14 .38 43 . 66 2 . 157 10 . 03 15. 2 15 .2 K = 11. 20 46 C=120 0 . 00 -0 .4 0 . 0 205 . 89 0 .290 10 . 03 2 . 9 15 .2 Vel = 18.25 47 . 18 2 .157 4 .70 17 . 7 17 . 7 K = 11.20 47 C=120 0 . 00 -0 .2 0 . 0 253 . 07 0.425 4 . 70 2 . 0 17 . 7 Vel = 22 . 44 2 .635 2T 4 . 01 19. 6 19 . 6 92 C=120 32 .95 1. 6 0 . 0 253 . 07 0 .160 36.96 5 . 9 19 . 6 Vel = 15. 04 A3 253 . 07 27 . 1 K = 48 . 59 PATH 4 FROM HYDRAULIC REFERENCE 48 TO A4 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i I ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14: 2 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 48 TO A4 CONTINUED 53 . 04 2 . 157 10.03 22 .4 22 .4 K = 11.20 48 C=120 0.00 -0 .4 0 .0 53 . 04 0 . 024 10 .03 0 .2 22 .4 Vel = 4.70 52 . 89 2 . 157 44. 84 22 .3 22 .3 K = 11.20 49 C=120 0 . 00 -1 . 6 0 . 0 105.93 0 . 085 44 . 84 3 . 8 22 .3 Vel = 9.39 2 . 635 2T 4 . 01 24 . 5 24 .5 93 C=120 32 . 95 1. 6 0 . 0 105. 93 0 . 032 36. 96 1 .2 24 .5 Vel = 6.29 A4 105. 93 27 .3 K = 20.28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) �. R. I I I b c `n O LO E E as o o v> o 00 � 0 ai � n U) =3 c0 ._ E E .- .- a0) 00iaa «o O Il- t— N N � NMNN M ` p O to LL = a) > N FL + E Ea- w En N >, >, N o [L cq c� c�2 0 co E _ E a V .(n a m a M- 0) o 000 Cl � N' O LO 7 m N 7 � (6 O O (nO'IL � J O N O _ U Q � Q � M = 0Z �, — w =off aa)i a o Q T Z O N CO co ti CC a N Q .-Q0-' O O O O O O O �t N 0 00 CO N i ABBATARE HANGAR #8 Drawing Date: S/ 1/08 14:18 HYDRAULIC DESIGN INFORMATION SHEET Job Name : ABBATARE HANGAR #8 Location: 17713 48th DR. ARLINGTON, WA. Drawing Date : Remote Area Number: 3 Contractor: Commercial Fire Protection Inc. Telephone:360-848-9093 PO Box 128 Mt Vernon, WA Designer: krk Calculated By:SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities:CITY OF ARLINGTON SYSTEM DESIGN Code: 02 NFPA 13 Hazard:LH System Type:WET Area of Sprinkler O.per. 1230 sq ft Sprinkler or Nozzle Density (gpm/sq ft) 0 . 100 Make: TYCO Area per Sprinkler 165. 0 sq ft Model : TY-B Hose Allowance Inside 0 gpm I K-Factor: 5.60 Hose Allowance Outside 100 gpm Temperature Rating: 155 CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 337.2 psi Required: 72 .0 @ CITY CONN WATER SUPPLY Water Flow Test Pump Data Date of Test 2008 Rated Capacity 0 gpm Static Pressure 94 . 0 psi Rated Pressure 0. 0 psi Residual Pres 20. 0 psi Elevation 0 At a Flow of 4000 gpm I Make: Elevation 0" Model: Location: AIRPORT BLVD Source of Information: CITY OF ARLINGTON SYSTEM VOLUME 1118 Gallons Notes : !� eo O\� 'ti- I I s; `+w ��; ,; ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14:18 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 237 65.3 psi 1 6" MJ Tee 30 ' 120 6. 065 237 0 . 1 1 6" MJ Tee 30 ' 120 6 . 065 237 0 . 1 1 6" Grvd 90 Ell 14 ' 120 6 . 065 237 0 . 0 1 Pipe 6" 10x21 20 ' 120 6.357 237 0 . 0 2 6" Grvd 90 Ell 28 ' 120 6 . 065 237 0 . 1 Total Loss for TO SYSTEM 0.3 psi 1 6" Grvd Back Flow Valve Wilkins 1135 CHART LOSS 237 6. 1 Total Loss for THRU RISER 6.1 psi Hydr Ref R1 Required at AT BASE OF RISER 237 71.6 psi 1 Pipe 12" DIx18 Cl 350 68 ' 140 12 . 578 237 0 . 0 1 12" MJ Tee 60 ' 120 11. 938 237 0 . 0 1 12 Fingd Gate Valve 0 ' 0 11. 938 237 0 . 0 1 Pipe 8" DIx18 Cl 350 309 ' 140 12 .578 237 0 . 0 3 8" MJ Tee 105 ' 120 8 . 071 237 0 . 1 1 Pipe 6" DIx18 Cl 350 203 ' 140 12 . 578 237 0 . 0 2 6" MJ Tee 60 ' 120 6 . 065 237 0 .2 1 6" Fingd Gate Valve 11721U" PIV 3 ' 120 6 . 065 237 0 . 0 3 6" MJ 90 Ell 42 ' 120 6. 065 237 0 . 1 Fixed Flow Outside Hose Allow. 100 gpm Total Loss for THRU UNDG 0.4 psi Hydr Ref R2 Required at CITY CONN 337 72.0 psi Water Source 94. 0 psi static, 20 . 0 psi residual Q 4000 gpm 337 gpm 93 .2 psi SAFETY PRESSURE 21.2 psi Available Pressure of 93 .2 psi Exceeds Required Pressure of 72.0 psi This is a safety margin of 21.2 psi or 23 % of Supply Maximum Water Velocity is 22 . 9 fp-; i ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14:18 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) A1 . 85 / IDA4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x QA2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0. 1 psi. Addition may vary by 0 . 1 psi due to accumulation of round off . - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations ,� I I' ABBATAVE HANGAR #8 Drawing Date: 8/ 1/08 14:18 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSIAIA) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 60 8. 50 7 .6 60S 8. 00 5.60 7 .7 15 . 5 14 . 8 0 . 13 61 8 .50 7. 0 61S 8. 00 5 .60 7 . 0 14 .8 14 . 8 0 .12 62 8.50 8 .5 62S 8 . 00 5. 60 8 .2 16 . 0 14. 8 0 .19 63 8 . 50 7. 7 63S 8. 00 5 . 60 7 .5 15.3 14 . 8 0 . 18 64 8.50 10 . 8 64S 8 . 00 5 . 60 10 . 5 18 . 1 14 . 8 0 .21 65 8 . 50 10 . 1 65S 8 . 00 5 . 60 9.8 17. 5 14. 8 0 .36 66 8 .50 10 . 7 66S 8 . 00 5 . 60 10 . 3 18 . 0 14. 8 0 .29 67 8 .50 11.5 67S 8 . 00 5. 60 11. 1 18 . 7 14 . 8 0 .23 68 8 .50 12 . 8 68S 8 . 00 5 . 60 12 .3 19.6 14 . 8 0 .24 69 8 .50 11. 8 69S 8 . 00 5. 60 11.4 18 . 9 14 . 8 0 .23 70 8 .50 15.3 70S 8 . 00 5 . 60 14 . 7 21.5 14 . 8 0 .23 71 8 . 50 13 . 0 71S 8 . 00 5. 60 12 . 9 20. 1 14 . 8 0 .21 72 8 .50 17.2 72S 8 . 00 5 . 60 16. 9 23 . 1 16. 5 0 .14 94 22 . 75 29 . 6 95 8 . 50 20 . 7 96 8 .50 19. 1 97 8 .50 19. 1 98 8 .50 14 .2 99 8 . 50 11 . 7 100 8 .50 10 . 6 A5 21. 08 56. 8 A6 20 . 00 57 . 5 A7 3 . 00 65 .3 W 3 . 00 65 .3 Max velocity of 22 . 90 occurs in the pipe from 94 TO 95 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent . The node without an "S" is on the branch. 1 I I ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14:18 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 61 TO W (PRIMARY PATH) 14 . 82 1.049 lE 0 .50 7 . 0 7. 0 K = 5 . 60 61S C=120 2 . 00 -0 .2 0 . 0 14 . 82 0 . 075 2 . 50 0 .2 7. 0 Vel = 5 .55 1. 049 10 .23 7 . 0 7. 0 EqK = 5. 61 61 C=120 0 . 00 0 . 0 0 . 0 14 . 82 0 . 075 10 .23 0 . 8 7 . 0 Vel = 5 .55 15 .35 1 . 049 8 .52 7 . 7 7. 7 EqK = 5.52 63 C=120 0 . 00 0 . 0 0 . 0 30 . 17 0 .278 8 . 52 2 .4 7 .7 Vel = 11 .31 17.50 1. 610 6 . 58 10 . 1 10.1 EqK = 5.50 65 C=120 0 . 00 0 . 0 0 . 0 47 . 66 0 . 081 6 . 58 0 . 5 10 . 1 Vel = 7 . 59 1.610 1. 00 10 . 6 10 .6 100 C=120 0 . 00 0 . 0 0 . 0 47 .66 0 .081 1. 00 0 . 1 10 . 6 Vel = 7.59 18 . 01 1 . 610 7 . 00 10 . 7 10 .7 EqK = 5.50 66 C=120 0 . 00 0. 0 0.0 65 .67 0 .146 7. 00 1. 0 10 . 7 Vel = 10 .45 1.610 0 . 60 11. 7 11.7 99 C=120 0 . 00 0 . 0 0 . 0 65 . 67 0 . 146 0 . 60 0 . 1 11.7 Vel = 10.45 18 . 90 1 .610 10 . 06 11. 8 11. 8 EqK = 5 . 50 69 C=120 0 . 00 0 . 0 0 . 0 84 . 58 0 .233 10 . 06 2 .3 11.8 Vel = 13 .46 20 . 12 1.610 1T 6.38 14 . 2 14 .2 98 C=120 8.00 0 . 0 0 . 0 See PATH 3 104 . 70 0 .345 14.38 5 . 0 14 .2 Vel = 16. 66 23 . 05 2 . 067 10 . 33 19. 1 19.1 96 C=120 0 . 00 0 . 0 0 .0 See PATH 4 127 . 76 0 . 148 10 . 33 1. 5 19.1 Vel = 12 .33 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i ABBATARE RANGAR #8 Drawing Date: 8/ 1/08 14 :18 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 61 TO W (PRIMARY PATH) 109 .40 2 . 067 2E 22 . 54 20 . 7 20 . 7 95 C=120 10 . 00 -6 .2 0 . 0 See PATH 2 237 .16 0 .464 32 . 54 15 . 1 20 .7 Vel = 22 . 90 2 . 157 2E 33 .34 29 .6 29. 6 94 C=120 2T 36 .92 0 . 7 0 . 0 237 . 16 0 .377 70 .26 26.5 29 . 6 Vel = 21. 03 6 . 357 2E 92 . 87 56 . 8 56 . 8 A5 C=120 35 .21 0 .5 0 . 0 237 . 16 0 . 002 128 . 08 0 .3 56. 8 Vel = 2 .42 6. 357 2E 106 .43 57 .5 57. 5 A6 C=120 1T 72 . 93 7.4 0 . 0 237 . 16 0 . 002 179 .35 0 .4 57 .5 Vel = 2 .42 6. 357 5 . 17 65 .3 65 .3 A7 C=120 0 . 00 0 . 0 0 . 0 237 . 16 0. 002 5 . 17 0 . 0 65 .3 Vel = 2 .42 W 237 . 16 65 .3 K = 29. 36 15.35 1. 049 1T 0 . 50 7 .5 7 .5 K = 5. 60 63S C=120 5 . 00 -0 .2 0 . 0 15.35 0 . 080 5 .50 0 .4 7 . 5 Vel = 5. 75 63 15 .35 7 . 7 K = 5 .52 17.50 1. 049 1T 0 . 50 9.8 9.8 K = 5. 60 65S C=120 5 . 00 -0 .2 0 . 0 17 . 50 0 . 102 5 . 50 0 .6 9. 8 Vel = 6. 56 65 17.50 10 . 1 K = 5 . 50 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14:18 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 18 . 01 1. 049 1T 0 . 50 10 .3 10 .3 K = 5.60 66S C=120 5 . 00 -0 . 2 0 . 0 18 . 01 0 . 107 5 .50 0 . 6 10 .3 Vel = 6.75 66 18 . 01 10 . 7 K = 5.50 18 . 90 1.049 1T 0 . 50 11.4 11.4 K 5.60 69S C=120 5 . 00 -0 .2 0 .0 18 . 90 0. 117 5 .50 0 . 6 11.4 Vel = 7.09 69 18 . 90 11. 8 K = 5.50 PATH 2 FROM HYDRAULIC REFERENCE 60 TO 95 15 . 50 1. 049 lE 0 . 50 7 . 7 7 . 7 K = 5.60 60S C=120 2 . 00 -0.2 0 . 0 15 .50 0 . 081 2 .50 0 .2 7 . 7 Vel = 5.81 1. 049 10 .23 7 . 6 7 . 6 EqK = 5.61 60 C=120 0 . 00 0 . 0 0 . 0 15 .50 0 .081 10 .23 0 . 8 7 . 6 Vel = 5.81 16 . 05 1. 049 7. 79 8 . 5 8 .5 EqK = 5.51 62 C=120 0 . 00 0 . 0 0 . 0 31.55 0.302 7 . 79 2 .4 8 . 5 Vel = 11. 83 18 . 10 1. 610 8 . 12 10 .8 10 . 8 EqK = 5.50 64 C=120 0 . 00 0.0 0 . 0 49 . 65 0 . 087 8 . 12 0.7 10 . 8 Vel = 7. 90 18 . 68 1.610 7 .79 11. 5 11 .5 EqK = 5.50 67 C=120 0 . 00 0 . 0 0 . 0 68 . 32 0 . 157 7 . 79 1.2 11 . 5 Vel = 10.87 19 . 63 1.610 10 . 06 12 . 8 12 .8 EqK = 5.49 68 C=120 0 . 00 0 . 0 0 . 0 87 . 95 0 .250 10 . 06 2 . 5 12 . 8 Vel = 14. 00 21.45 1.610 1T 6 .38 15 .3 15 .3 EqK = 5.49 70 C=120 8 . 00 0. 0 0 . 0 109 .40 0 .375 14 .38 5.4 15 .3 Vel = 17.41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) �� I I ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14:18 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 95 109.40 20 . 7 K = 24 . 07 16 . 05 1.049 1T 0 .50 8 .2 8 .2 K = 5. 60 62S C=120 5 . 00 -0 . 2 0 . 0 16 . 05 0. 087 5 . 50 0 . 5 8 .2 Vel = 6. 02 62 16 . 05 8 . 5 K = 5 . 51 18 . 10 1. 049 1T 0 .50 10 . 5 10 .5 K = 5. 60 64S C=120 5 . 00 -0 . 2 0 . 0 18 . 10 0.108 5 .50 0 . 6 10 . 5 Vel = 6. 79 64 18 . 10 10 . 8 K = 5. 50 18 . 68 1. 049 1T 0 .50 11. 1 11. 1 K = 5. 60 67S C=120 5 . 00 -0 . 2 0 . 0 18 . 68 0 .115 5 . 50 0 . 6 11. 1 Vel = 7. 00 67 18 . 68 11. 5 K = 5.50 19 . 63 1.049 1T 0 .50 12 . 3 12 .3 K = 5. 60 68S C=120 5. 00 -0 .2 0 . 0 19 .63 0 . 126 5.50 0 . 7 12 .3 Vel = 7.36 68 19 . 63 12 . 8 K = 5.49 21.45 1. 049 1T 0.50 14 . 7 14 .7 K 5. 60 70S C=120 5. 00 -0 .2 0 . 0 21.45 0.148 5.50 0 . 8 14 .7 Vel 8.04 70 21 .45 15 . 3 K = 5.49 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) J' 11 I' I �: ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14:18 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 71 TO 98 20 . 12 1. 049 1E 0 . 50 12.9 12 . 9 K = 5 .60 71S C=120 2 . 00 -0.2 0 . 0 20 . 12 0 . 132 2 . 50 0.3 12 . 9 Vel = 7.54 1. 049 1T 3 . 67 13 .0 13 . 0 EqK = 5.58 71 C=120 5. 00 0. 0 0 . 0 20 . 12 0 . 132 8 . 67 1. 1 13 . 0 Vel = 7. 54 98 20 . 12 14.2 K = 5.35 PATH 4 FROM HYDRAULIC REFERENCE 72 TO 96 23 . 05 1. 049 lE 0 .50 16.9 16 . 9 K = 5.60 72S C=120 2 . 00 -0.2 0 . 0 23 . 05 0 . 169 2 . 50 0.4 16 . 9 Vel = 8. 64 1. 049 1T 6.38 17.2 17 .2 EqK = 5.57 72 C=120 5. 00 0.0 0 . 0 23 . 05 0 .169 11.38 1.9 17 .2 Vel = 8 . 64 2 . 067 8.25 19.1 19 . 1 97 C=120 0 . 00 0. 0 0 . 0 23 . 05 0 . 006 8 .25 0. 1 19 . 1 Vel = 2 .23 96 23 . 05 19.1 K = 5.27 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i i J 0 O E E 0) rn o O 00 T ai .so _ E E .- .- cn a au> vn arnoaa O Oh I- NN _ M I- N M N N 7 N � LL T " a � EETw cn w � � 4? -0 a_(ncnU) 1: s 0 co _ E C-N .co n. m aao _ o 000 O T 0) N O C J LO a) m N 7 N 0� N - (6 C) a -0 04 CU fn � LL M 0 I O N ry Q T1 `O Q = M ozi� w = O2 �- o a) __ a._ O co z N coT J E N co I- W a)) Q T Q N O O O O O O O N O c0 (0 It N T T T i :. �� ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14:19 HYDRAULIC DESIGN INFORMATION SHEET Job Name : ABBATARE HANGAR #8 Location: 17713 48th DR. ARLINGTON, WA. Drawing Date: Remote Area Number: 4 Contractor: Commercial Fire Protection Inc. Telephone:360-848-9093 PO Box 128 Mt Vernon, WA Designer: krk Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities:CITY OF ARLINGTON SYSTEM DESIGN Code:02 NFPA 13 Hazard:ORD System Type:WET Area of Sprinkler Oper. 742 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 .200 Make: TYCO Area per Sprinkler 138 . 0 sq ft Model : TY-B Hose Allowance Inside 0 gpm K-Factor: 5 . 60 Hose Allowance Outside 250 gpm Temperature Rating: 155 CALCULATION SUMMARY 8 Flowing Outlets gpm Required: 487.4 psi Required: 68.9 C CITY CONN WATER SUPPLY Water Flow Test Pump Data Date of Test 2008 Rated Capacity 0 gpm Static Pressure 94 . 0 psi Rated Pressure 0 . 0 psi Residual Pres 20 . 0 psi Elevation 0 At a Flow of 4000 gpm Make: Ii Elevation 0" Model : Location: AIRPORT BLVD Source of Information: CITY OF ARLINGTON SYSTEM VOLUME 1118 Gallons Notes: !r �. � I' _. - r Y'� i i n ABBATARE RANGAR #8 Drawing Date: 8/ 1/08 14:19 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 237 62.2 psi 1 6" MJ Tee 30 ' 120 6 . 065 237 0 . 1 1 611 MJ Tee 30 ' 120 6. 065 237 0. 1 1 6" Grvd 90 Ell 14 ' 120 6. 065 237 0. 0 1 Pipe 6" 10x21 20 ' 120 6.357 237 0 .0 2 6" Grvd 90 Ell 28 ' 120 6. 065 237 0. 1 Total Loss for TO SYSTEM 0.3 psi 1 6" Grvd Back Flow Valve Wilkins 1135 CHART LOSS 237 6. 1 Total Loss for THRU RISER 6. 1 psi Hydr Ref R1 Required at AT BASE OF RISER 237 68.6 psi I Pipe 12" DIx18 Cl 350 68 ' 140 12 .578 237 0. 0 1 12" MJ Tee 60 ' 120 11. 938 237 0. 0 1 12 Fingd Gate Valve 0 ' 0 11. 938 237 0. 0 1 Pipe 8" DIx18 Cl 350 309 ' 140 12 .578 237 0. 0 3 8" MJ Tee 10SI 120 8 . 071 237 0. 1 1 Pipe 6" DIx18 Cl 350 203 ' 140 12 .578 237 0. 0 2 6" MJ Tee 60 ' 120 6. 065 237 0.2 1 6" Fingd Gate Valve 11721U" PIV 3 ' 120 6. 065 237 0. 0 3 6" MJ 90 Ell 42 ' 120 6 . 065 237 0. 1 Fixed Flow Outside Hose Allow. 250 gpm Total Loss for THRU UNDG 0.4 psi Hydr Ref R2 Required at CITY CONN 487 68.9 psi Water Source 94 .0 psi static, 20 . 0 psi residual @ 4000 gpm 487 gpm 92.5 psi SAFETY PRESSURE 23.6 psi Available Pressure of 92.5 psi Exceeds Required Pressure of 68.9 psi This is a safety margin of 23 .6 psi or 25 % of Supply Maximum Water Velocity is 22 .4 fps • 1 ABBA<TARE HANGAR #8 Drawing Date: 8/ 1/08 14:19 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation - Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) A1. 85 / IDA4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q'2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 .1 psi . Addition may vary by 0 . 1 psi due to accumulation of round off . - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14:19 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSIAj4) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 80 8.50 23 . 6 80S 8 . 00 5 . 60 23 .2 27 . 0 27. 0 0 .20 81 8. 50 26 . 5 81S 8 . 00 5 . 60 25. 3 28 .2 27. 6 0 .20 82 8. 50 34 . 5 82S 8 . 00 5 . 60 33 . 0 32 .2 18. 0 0 .36 83 8 . 50 37. 0 83S 8. 00 5 . 60 35 .4 33 .3 18. 0 0 .37 84 8 . 50 25.4 84S 8. 00 5 . 60 2-5 . 0 28 . 0 14. 8 0 . 60 85 8 .50 27. 8 85S 8 . 00 5 . 60 26. 6 28 . 9 19. 0 0 .30 86 8 .50 28 .3 86S 8 . 00 5 . 60 27 . 9 29 . 6 14. 8 0 .40 87 8. 50 30. 5 87S 8 . 00 5 . 60 29.2 30 .3 14 . 8 0 .41 101 8 . 50 42 . 1 102 8 .50 38 .2 103 8 . 50 37 . 9 A6 20 . 00 54.4 A7 3 . 00 62 .2 W 3 . 00 62 .2 Max velocity of 22 .42 occurs in the pipe from 87 TO 103 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an 'IS" is on the branch. ABBAT,AREHANGAR #8 Drawing Date: 8/ 1/08 14 :19 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF 11C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 80 TO W (PRIMARY PATH) 27 . 00 1 . 049 lE 0 .50 23 .2 23 .2 K = 5. 60 80S C=120 2 . 00 -0 .2 0 . 0 27 . 00 0 .227 2 . 50 0 . 6 23 .2 Vel = 10 . 12 1 . 049 12 . 73 23 .6 23 . 6 EqK = 5. 56 80 C=120 0 . 00 0.0 0 . 0 27 . 00 0 .227 12 . 73 2 .9 23 .6 Vel = 10 . 12 28 . 19 1. 049 9 .43 26.5 26.5 EqK = 5 .48 81 C=120 0 . 00 0.0 0 . 0 55 . 19 0 . 851 9 .43 8 .0 26 . 5 Vel = 20. 69 32 . 17 1 . 610 10 . 00 34 .5 34 .5 EqK = 5. 48 82 C=120 0 . 00 0 . 0 0 . 0 87 .37 0 .247 10 . 00 2 .5 34 . 5 Vel = 13 . 90 33 .30 1 . 610 1T 3 . 50 37 . 0 37. 0 EqK = 5. 48 83 C=120 8 . 00 0 . 0 0 . 0 120 . 67 0 .449 11 .50 5 .2 37 . 0 Vel = 19. 20 116 . 71 2 . 157 2E 21 . 14 42 . 1 42 . 1 101 C=120 1T 24 . 61 -5. 0 0 . 0 See PATH 2 237 .38 0 .378 45 . 75 17 .3 42 . 1 Vel = 21. 05 6 .357 2E 106 .43 54 .4 54.4 A6 C=120 1T 72 . 93 7 .4 0 . 0 237 .38 0 . 002 179.35 0 .4 54 .4 Vel = 2 . 42 6 .357 5 . 17 62 .2 62 .2 A7 C=120 0 . 00 0 . 0 0 . 0 237 .38 0 . 002 5 . 17 0 . 0 62 .2 Vel = 2. 42 W 237 . 38 62 .2 K = 30 . 10 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i ABBA.TARE HANGAR #8 Drawing Date: 8/ 1/08 14:19 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 28 . 19 1. 049 1T 0 .50 25.3 25 .3 K = 5 .60 81S C=120 5. 00 -0 .2 0 . 0 28 . 19 0 .246 5 . 50 1.4 25 .3 Vel = 10.57 81 28 . 19 26. 5 K = 5.48 32 . 17 1. 049 1T 0 . 50 33 . 0 33 . 0 K = 5.60 82S C=120 5 . 00 -0 .2 0 . 0 32 .17 0 .314 5 . 50 1. 7 33 . 0 Vel = 12 . 06 82 32 . 17 34 . 5 K = 5.48 33 .30 1. 049 1T 0 . 50 35 .4 35 .4 K = 5. 60 83S C=120 5 . 00 -0 .2 0 . 0 33 . 30 0 . 334 5 .50 1 . 8 35 .4 Vel = 12 .48 83 33 .30 37 . 0 K = 5.48 PATH 2 FROM HYDRAULIC REFERENCE 84 TO 101 28 . 02 1. 049 lE 0 . 50 25 . 0 25 . 0 K = 5 .60 84S C=120 2 . 00 -0 .2 0 . 0 28 . 02 0 . 243 2 . 50 0 . 6 25 . 0 Vel = 10. 50 1. 049 9. 63 25 .4 25 .4 EqK = 5.56 84 C=120 0 . 00 0 . 0 0 . 0 28 . 02 0 .243 9 . 63 2 .3 25 .4 Vel = 10. 50 28 . 87 1. 049 1T 6 . 63 27 . 8 27 . 8 EqK = 5.48 85 C=120 5 . 00 0 . 0 0 . 0 56 . 89 0 . 900 11 . 63 10 . 5 27 . 8 Vel = 21.33 59 . 82 2 . 157 2E 26 .20 38 .2 38 .2 102 C=120 12 . 31 0 . 0 0 . 0 See PATH 3 116 . 71 0 . 102 38 . 50 3 . 9 38 .2 Vel = 10.35 101 116 . 71 42 . 1 K = 17. 98 UNITS DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) | / � . | h | U J « . Y , _ _ _ _ _ / ABBATARE'RANGAR #8 Drawing Date: 8/ 1/08 14:19 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 28 . 87 1. 049 1T 0 .50 26 . 6 26 . 6 K = 5.60 85S C=120 5 . 00 -0 .2 0 . 0 28 . 87 0 .257 5.50 1.4 26 .6 Vel = 10.82 85 28 . 87 27 . 8 K = 5.48 PATH 3 FROM HYDRAULIC REFERENCE 86 TO 102 29.56 1. 049 lE 0 . 50 27 . 9 27 .9 K = 5.60 86S C=120 2 . 00 -0 .2 0 .0 29 . 56 0 .268 2 .50 0 . 7 27 . 9 Vel = 11.08 1. 049 8 .25 28 .3 28 .3 EqK = 5.56 86 C=120 0 . 00 0 . 0 0 .0 29.56 0 .268 8 .25 2 .2 28 .3 Vel = 11.08 30.26 1. 049 1T 2 .50 30 .5 30 .5 EqK = 5.48 87 C=120 5 . 00 0 . 0 0 . 0 59.82 0 . 988 7 .50 7 .4 30 .5 Vel = 22 .42 2 . 157 10 .21 37 . 9 37 .9 103 C=120 0. 00 0 . 0 0 .0 59 .82 0 . 030 10 .21 0 .3 37 . 9 Vel = 5.30 102 59.82 38 .2 K = 9. 67 30 .26 1. 049 1T 0 . 50 29.2 29.2 K = 5. 60 87S C=120 5 . 00 -0 .2 0 . 0 30 .26 0.280 5. 50 1. 5 29.2 Vel = 11. 34 87 30 .26 30 . 5 K = 5 .48 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i I 0 E E 0) rn 0O cn N fn 7 �O 0 E a _ E E ._ ._ 0)cn a a rn w O arnmaa LO 0 0) ti f— CON — N M m 00 cli N 't N N 7 N NU- T a) 7 E EaW (na) a >, >,coN a- 0U) n2 0 0 c� _ E cn '(n a aao 000 0 0) CN oC Q N JLO O j m N 7 Q' O N a O a O IL N Q y3 � ii cu -9 0 cn LL.0 o N Q O Q � � � = oz WHO o Q ,It a o T Z E N mti<' Q T Q A—I I I I I N O 000 COO � N T T T ABBATARE"RANGAR #8 Drawing Date: 8/ 1/08 14:19 HYDRAULIC DESIGN INFORMATION SHEET Job Name: ABBATARE HANGAR #8 Location: 17713 48th DR. ARLINGTON, WA. Drawing Date: Remote Area Number: 5 Contractor: Commercial Fire Protection Inc. Telephone:360-848-9093 PO Box 128 Mt. Vernon, WA Designer: krk Calculated By:SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities:CITY OF ARLINGTON SYSTEM DESIGN Code:02 NFPA 13 Hazard:OH GRP 2 System Type:WET Area of Sprinkler Oper. 316 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 .200 l Make: TYCO Area per Sprinkler 79. 0 sq ftl Model: TY-B Hose Allowance Inside 0 gpm I K-Factor: 5.60 Hose Allowance Outside 250 gpm Ii Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 281.7 psi Required: 21.9 @ CITY CONN WATER SUPPLY Water Flow Test ( Pump Data Date of Test 2008 Rated Capacity 0 gpm Static Pressure 94 . 0 psi Rated Pressure 0 . 0 psi Residual Pres 20 . 0 psi Elevation 0 At a Flow of 4000 gpm I Make: Elevation 0" l Model: Location: AIRPORT BLVD Source of Information: CITY OF ARLINGTON SYSTEM VOLUME 1118 Gallons Notes: ■ � I I I I s �� - {� ABBATARE HANGAR #8 Drawing Date: 8/ I/08 I4 :I9 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 5 32 13 .8 psi 1 6" MJ Tee 30 ' 120 6. 065 32 0. 0 1 6" MJ Tee 30 ' 120 6.065 32 0. 0 1 6" Grvd 90 Ell 14 ' 120 6. 065 32 0. 0 1 Pipe 6" 10x21 20 ' 120 6 .357 32 0. 0 2 6" Grvd 90 Ell 28 ' 120 6. 065 32 0. 0 Total Loss for TO SYSTEM 0. 0 psi 1 6" Grvd Back Flow Valve Wilkins 1135 CHART LOSS 32 8. 1 Total Loss for THRU RISER 8. 1 psi Hydr Ref R1 Required at AT BASE OF RISER 32 21. 9 psi 1 Pipe 12" DIx18 Cl 350 68 ' 140 12 .578 32 0. 0 1 12" MJ Tee 60 ' 120 11. 938 32 0. 0 1 12 Fingd Gate Valve 0 ' 0 11. 938 32 0. 0 1 Pipe 8" DIx18 C1 350 309 ' 140 12 . 578 32 0. 0 3 8" MJ Tee 105 ' 120 8 . 071 32 0. 0 1 Pipe 6" DIx18 Cl 350 203 ' 140 12 .578 32 0 . 0 2 6" MJ Tee 60 ' 120 6. 065 32 0. 0 1 6" Fingd Gate Valve 11721U" PIV 3 ' 120 6. 065 32 0. 0 3 6" MJ 90 Ell 42 ' 120 6. 065 32 0 . 0 Fixed Flow Outside Hose Allow. 250 gpm Total Loss for THRU UNDG 0. 0 psi Hydr Ref R2 Required at CITY CONN 282 21.9 psi Water Source 94 . 0 psi static, 20 . 0 psi residual @ 4000 gpm 282 gpm 93 .5 psi SAFETY PRESSURE 71.5 psi Available Pressure of 93 .5 psi Exceeds Required Pressure of 21. 9 psi This is a safety margin of 71.5 psi or 77 % of Supply Maximum Water Velocity is 5 . 9 fps Y 1 I' ABBATARE HANGAR #8 Drawing Date: 8/ 1/08 14:19 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) A1 . 85 / IDA4 .87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x QA2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi. Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations ABBATARE RANGAR #8 Drawing Date: 8/ 1/08 14:19 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSIA%) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 66 8 .50 9.2 69 8.50 9.3 73 8 . 50 8 . 0 73S 8 . 00 5 . 60 8 . 0 15. 8 15 . 8 0 . 20 74 8.50 8 . 0 74S 8 . 00 5.60 8 . 0 15 . 9 15 . 8 0 .20 94 22 . 75 4 .6 95 8.50 10 .4 96 8 . 50 10 .3 98 8 .50 9.7 99 8 .50 9 .3 100 8 . 50 9.2 A5 21. 08 5 . 9 A6 20. 00 6 .4 A7 3 . 00 13 . 8 W 3 . 00 13 .8 Max velocity of 5 . 95 occurs in the pipe from 74 TO 99 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an 'IS" is on the branch. i i ABBATARE RANGAR #8 Drawing Date: 8/ 1/08 14:19 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 73 TO W (PRIMARY PATH) 15 . 80 1 . 049 lE 0 .50 8.0 8 . 0 K = 5.60 73S C=120 2 . 00 -0.2 0 . 0 15 . 80 0 . 084 2 . 50 0 .2 8 . 0 Vel = 5. 92 1 . 049 1T 10 .25 8 . 0 8 . 0 EqK = 5.60 73 C=120 5 . 00 0 . 0 0 . 0 15. 80 0 . 084 15 .25 1 .3 8 . 0 Vel = 5.92 1. 610 1 . 00 9.2 9 .2 100 C=120 0 . 00 0 . 0 0 . 0 15. 80 0 . 010 1. 00 0 . 0 9.2 Vel = 2.51 1. 610 7. 00 9.2 9 .2 66 C=120 0 . 00 0 . 0 0 . 0 15. 80 0 . 010 7 . 00 0 . 1 9.2 Vel = 12 . 51 15 .87 1. 610 0 . 60 9. 3 9. 3 99 C=120 0 . 00 0 . 0 0 . 0 See PATH 2 31. 67 0 . 038 0 . 60 0 . 0 9.3 Vel = 5. 04 1. 610 10 . 06 9 .3 9.3 69 C=120 0 . 00 0 . 0 0 . 0 31. 67 0 . 038 10 . 06 0 .4 9.3 Vel = 5. 04 1. 610 1T 6 .38 9 . 7 9. 7 98 C=120 8 . 00 0 . 0 0 . 0 31. 67 0 . 038 14 .38 0 . 5 9 . 7 Vel = 5. 04 2 . 067 10 .33 10 .3 10 .3 96 C=120 0 . 00 0 . 0 0 . 0 31 .67 0 . 011 10 .33 0 . 1 10 .3 Vel = 3 . 06 2 . 067 2E 22 . 54 10 .4 10 .4 95 C=120 10 . 00 -6 .2 0 . 0 31. 67 0 . 011 32 . 54 0 .4 10 .4 Vel = 3 . 06 2 . 157 2E 33 .34 4 . 6 4 . 6 94 C=120 2T 36 . 92 0 . 7 0 . 0 31 .67 0 . 009 70 .26 0 . 6 4 .6 Vel = 2 . 81 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i I ABBATARE 4LANGAR #8 Drawing Date: S/ 1/08 14:19 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 73 TO W (PRIMARY PATH) 6.357 2E 92 . 87 5 . 9 5. 9 A5 C=120 35 .21 0 . 5 0 . 0 31 .67 0 . 000 128 . 08 0. 0 5. 9 Vel = 0 .32 6.357 2E 106 .43 6.4 6 .4 A6 C=120 1T 72 . 93 7.4 0 . 0 31.67 0. 000 179 .35 0 . 0 6.4 Vel = 0 .32 6.357 5 . 17 13 . 8 13 . 8 A7 C=120 0 . 00 0 . 0 0 . 0 31. 67 0 . 000 5 . 17 0 . 0 13 . 8 Vel = 0 .32 W 31. 67 13 . 8 K = 8 .53 PATH 2 FROM HYDRAULIC REFERENCE 74 TO 99 15 . 87 1. 049 lE 0 .50 8 . 0 8 . 0 K = 5 .60 74S C=120 2 . 00 -0 .2 0. 0 15 . 87 0 . 085 2 . 50 0 .2 8 . 0 Vel = 5 . 95 1. 049 1T 10 .25 8 . 0 8 . 0 EqK = 5 . 60 74 C=120 5 . 00 0 . 0 0 . 0 15 . 87 0 . 085 15.25 1.3 8 . 0 Vel = 5 .95 99 15.87 9.3 K = 5 .20 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i v v LO E E a Cz o rnrn ov oLO N cn 7 C0 ._ E E ._ ._ N C1 C. U) CA O nCn0) aa Ln O N N Ln N — L'') — M 00 r N N N r 7 N cn 0 2 N d + aCD =3EETw Q) w (n4 � d Cl)(nco2 M _ E ( U) C. Q Q (m O O O O 0) N Q J lLO 7 � (6 O LL N Q U N p cu 0 O (nQ' LL � J O N N 00 � L re Q � In Z Q � Qai � Lo O LC) UJ = O F O 0) N O Q � Z 0 CV mr� �' N ON O 000 ON .� I I I ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 HYDRAULIC DESIGN INFORMATION SHEET Job Name : ABBATARE HANGAR #8 Location: 17713 48th DR. ARLINGTON, WA. Drawing Date : Remote Area Number: 3 Contractor: Commercial Fire Protection Inc. Telephone: 360-848-9093 PO Box 128 Mt Vernon, WA Designer: krk Calculated By: SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities : SYSTEM DESIGN Code: 02 NFPA 13 Hazard:LH System Type:WET Area of Sprinkler Oper. 1363 sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0 . 100 1 Make: TYCO Area per Sprinkler 165. 0 sq ft1 Model : TY-B Hose Allowance Inside 0 gpm K-Factor: 5. 60 Hose Allowance Outside 100 gpm Temperature Rating: 155 CALCULATION SUMMARY 15 Flowing Outlets gpm Required: 398.0 psi Required: 63. 7 @ CITY CONN WATER SUPPLY Water Flow Test 1 Pump Data 1 Date of Test 2008 1 Rated Capacity 0 gpm 1 Static Pressure 94 . 0 psi I Rated Pressure 0 . 0 psi 1 Residual Pres 20. 0 psi I Elevation 0 At a Flow of 4000 gpm I Make: I Elevation 0" I Model : I ��E Location: AIRPORT BLVD Source of Information: CITY OF ARLINGTON SYSTEM VOLUME 932 Gallons Notes : 1 RECEIVE® JUN 0 3 2008 COA PERMIT CENTER 2--a' I ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 298 59. 6 psi 1 6" MJ Tee 30 ' 120 6. 065 298 0 . 1 1 6" MJ Tee 30 ' 120 6. 065 298 0 . 1 1 6" Grvd 90 Ell 14 ' 120 6. 065 298 0 . 1 1 Pipe 6" 10x21 20 ' 120 6. 357 298 0 . 1 2 6" Grvd 90 Ell 28 ' 120 6. 065 298 0. 1 Total Loss for TO SYSTEM 0.5 psi 1 6" Grvd Back Flow Valve Wilkins "45 CHART LOSS 298 3. 1 1 6" Fingd Gate Valve "721U" PIV 3 ' 120 6. 065 298 0. 0 Total Loss for THRU RISER 3.1 psi Hydr Ref Rl Required at AT BASE OF RISER 298 63.1 psi 1 Pipe 12" DIx18 Cl 350 68 ' 140 12 . 578 298 0 . 0 1 12" MJ Tee 60 ' 120 11 . 938 298 0. 0 1 12 Fingd Gate Valve 0 ' 0 11 . 938 298 0 . 0 1 Pipe 8" DIx18 Cl 350 309 ' 140 12 . 578 298 0 .0 3 8" MJ Tee 105 ' 120 8 . 071 298 0. 1 1 Pipe 6" DIx18 C1 350 203 ' 140 12 . 578 298 0.0 2 6" MJ Tee 60 ' 120 6. 065 298 0 .2 1 6" Fingd Gate Valve "721U" PIV 3 ' 120 6. 065 298 0 .0 3 6" MJ 90 Ell 42 ' 120 6. 065 298 0 .2 Fixed Flow Outside Hose Allow. 100 gpm Total Loss for THRU UNDG 0. 6 psi Hydr Ref R2 Required at CITY CONN 398 63.7 psi Water Source 94 . 0 psi static, 20. 0 psi residual @ 4000 gpm 398 gpm 93.0 psi SAFETY PRESSURE 29.3 psi Available Pressure of 93. 0 psi Exceeds Required Pressure of 63 .7 psi This is a safety margin of 29.3 psi or 31 % of Supply Maximum Water Velocity is 28 . 8 fps ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0. 01 psi . Pressures are listed to 0 . 1 psi . Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^;-I) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 60 8 . 50 10 . 7 60S 8 .00 5. 60 10 . 7 18 . 3 14. 8 0. 15 61 8 . 50 7 . 0 61S 8 . 00 5. 60 7 . 0 14 . 8 14. 8 0. 12 62 8 . 50 11 . 9 62S 8 . 00 5. 60 11 .4 18 . 9 14 . 8 0.22 63 8 . 50 7 . 7 63S 8 . 00 5. 60 7 .5 15.3 14. 8 0. 18 64 8 .50 15. 1 64S 8 . 00 5. 60 14 .5 21 .3 14. 8 0 .25 65 8 .50 10. 1 65S 8 .00 5. 60 9. 8 17 .5 14 . 8 0 . 36 66 8 .50 10. 8 66S 8 . 00 5. 60 10. 4 18 . 1 14. 8 0 .29 67 8 . 50 16.0 67S 8 .00 5. 60 15. 4 22 . 0 14 . 8 0.27 68 8 . 50 17.7 68S 8 . 00 5. 60 17 . 0 23. 1 14. 8 0 .28 69 8 . 50 12 . 5 69S 8 . 00 5. 60 12 . 1 19. 5 14 . 8 0.24 70 8 .50 21. 1 70S 8 . 00 5. 60 20.2 25.2 14 . 8 0 .27 71 8 . 50 15.7 71S 8 . 00 5. 60 15. 5 22 . 1 14 . 8 0.23 72 8 . 50 23.2 72S 8 . 00 5. 60 22 . 9 26. 8 16. 5 0. 16 73 8 .50 9.2 73S 8 . 00 5. 60 9.2 16. 9 15. 8 0. 11 74 8 . 50 10 .7 74S 8 . 00 5. 60 10. 6 18 .2 15.8 0. 12 98 20 . 00 44 .5 99 8 . 50 28 . 4 100 8 . 50 25. 8 101 8 .50 25.7 102 8 . 50 17 . 0 103 8 . 50 12 .3 104 8 . 50 10. 6 A6 20 . 00 51. 9 W 3. 00 59. 6 Max velocity of 28 . 77 occurs in the pipe from 98 TO 99 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 61 TO W (PRIMARY PATH) 14 . 82 1 . 049 lE 0. 50 7 . 0 7 . 0 K = 5. 60 61S C=120 2 . 00 -0 .2 0 . 0 14 . 82 0 . 075 2 . 50 0 .2 7 . 0 Vel = 5. 55 1 . 049 10 .23 7 . 0 7 . 0 EqK = 5. 61 61 C=120 0. 00 0 . 0 0 . 0 14 . 82 0 . 075 10 .23 0 . 8 7 . 0 Vel = 5. 55 15. 35 1 . 049 8 . 52 7 .7 7 . 7 EqK = 5. 52 63 C=120 0 . 00 0 . 0 0 . 0 30 . 17 0 .278 8 . 52 2 . 4 7 . 7 Vel = 11 . 31 17 . 50 1 . 610 6. 58 10 . 1 10 . 1 EqK = 5. 50 65 C=120 0 . 00 0 . 0 0 . 0 47 . 66 0 . 081 6. 58 0 . 5 10 . 1 Vel = 7 .59 16. 94 1 . 610 1. 00 10 . 6 10 . 6 104 C=120 0 . 00 0 .0 0 . 0 See PATH 2 64 . 61 0 . 141 1 . 00 0.1 10 . 6 Vel = 10 .28 _ 18 . 06 1 . 610 7 . 00 10 . 8 10 . 8 EqK = 5.50 66 C=120 0 . 00 0 . 0 0 . 0 82 . 67 0 .223 7 . 00 1 . 6 10 . 8 Vel = 13. 16 18 .24 1 . 610 0 . 60 12 . 3 12 . 3 103 C=120 0 . 00 0 . 0 0 . 0 See PATH 3 100 . 91 0 . 323 0 . 60 0 .2 12 . 3 Vel = 16.06 19. 46 1 . 610 10 . 06 12 . 5 12 . 5 EqK = 5. 50 69 C=120 0 . 00 0 . 0 0 . 0 120 . 36 0 . 447 10 . 06 4 . 5 12 . 5 Vel = 19. 15 22 . 05 1 . 610 IT 6.38 17 . 0 17 . 0 102 C=120 8 . 00 0 . 0 0 . 0 See PATH 5 142 . 41 0 . 610 14 . 38 8 . 8 17 . 0 Vel = 22 . 66 26. 77 2 . 067 10 . 33 25. 8 25. 8 100 C=120 0 . 00 0 . 0 0 . 0 See PATH 6 169 . 19 0 . 249 10 . 33 2 . 6 25. 8 Vel = 16.33 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) I I ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 61 TO W (PRIMARY PATH) 128 . 77 2 . 067 2E 19. 79 28 . 4 28 . 4 99 C=120 10. 00 -5. 0 0 . 0 See PATH 4 297 . 96 0.708 29.79 21. 1 28 . 4 Vel = 28 . 77 2 . 157 1T 0 . 53 44 .5 44 . 5 98 C=120 12 . 31 0. 0 0. 0 297 . 96 0 . 575 12 . 83 7 . 4 44 . 5 Vel = 26. 42 6.357 4E 58 . 04 51 .9 51 . 9 A6 C=120 70. 41 7 . 4 0 . 0 297 . 96 0. 003 128 . 45 0 . 4 51 . 9 Vel = 3. 04 W 297 . 96 59. 6 K = 38 . 59 �~ 15. 35 �1. 049 1T 0. 50 7. 5 7 . 5 K = 5. 60 63S C=120 5. 00 -0 .2 0. 0 15. 35 0. 080 5.50 0 . 4 7 . 5 Vel = 5.75 63 15.35 7 .7 K = 5.52 17 . 50 1. 049 1T 0. 50 9. 8 9. 8 K = 5.60 65S C=120 5. 00 -0.2 0. 0 17 . 50 0. 102 5. 50 0. 6 9. 8 Vel = 6.56 65 17 . 50 10. 1 K = 5.50 18 . 06 1. 049 1T 0.50 10. 4 10. 4 K = 5. 60 66S C=120 5. 00 -0 .2 0. 0 18 . 06 0. 108 5. 50 0 . 6 10. 4 Vel = 6.77 66 18 . 06 10. 8 K = 5.50 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) r, ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 19. 46 1 . 049 1T 0 . 50 12. 1 12 . 1 K = 5. 60 69S C=120 5. 00 -0 .2 0 . 0 19. 46 0 . 124 5. 50 0 .7 12 . 1 Vel = 7 .29 69 19. 46 12 . 5 K = 5.50 PATH 2 FROM HYDRAULIC REFERENCE 73 TO 104 16. 94 1 . 049 lE 0 . 50 9.2 9.2 K = 5. 60 73S C=120 2 . 00 -0.2 0 . 0 16. 94 0 . 096 2 . 50 0 .2 9.2 Vel = 6. 35 1 . 049 1T 10.25 9.2 9. 2 EqK = 5.59 73 C=120 5. 00 0. 0 0 . 0 16. 94 0 . 096 15. 25 1 . 5 9.2 Vel = 6. 35 104 16. 94 10 . 6 K = 5.20 PATH 3 FROM HYDRAULIC REFERENCE 74 TO 103 18 .24 1 . 049 1E 0. 50 10 . 6 10. 6 K = 5. 60 74S C=120 2 . 00 -0 .2 0. 0 18 .24 0 . 110 2 . 50 0 . 3 10. 6 Vel = 6. 84 1 . 049 1T 10 .25 10 .7 10 . 7 EqK = 5.58 74 C=120 5. 00 0 .0 0 . 0 18 .24 0. 110 15.25 1 .7 10 . 7 Vel = 6.84 103 18 .24 12 . 3 K = 5. 19 PATH 4 FROM HYDRAULIC REFERENCE 60 TO 99 18 . 30 1 . 049 lE 0 . 50 10 . 7 10. 7 K = 5. 60 60S C=120 2 . 00 -0 .2 0. 0 18 . 30 0 . 110 2 . 50 0. 3 10. 7 Vel = 6. 86 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 60 TO 99 CONTINUED 1. 049 10.23 10.7 10 .7 EqK = 5.58 60 C=120 0 . 00 0. 0 0 . 0 18 .30 0 . 110 10 .23 1. 1 10 .7 Vel = 6.86 18 . 94 1 . 049 7 .79 11 . 9 11 . 9 EqK = 5.50 62 C=120 0 .00 0. 0 0 . 0 37 .24 0. 411 7 .79 3.2 11 . 9 Vel = 13 . 96 21 . 31 1 . 610 8 . 12 15. 1 15. 1 EqK = 5. 49 64 C=120 0 . 00 0 . 0 0 . 0 58 . 55 0 . 118 8 . 12 1 . 0 15 . 1 Vel = 9 .32 21 . 97 1. 610 7 .79 16. 0 16. 0 EqK = 5. 49 67 C=120 0 . 00 0 . 0 0 . 0 80.52 0 .213 7 . 79 1 .7 16. 0 Vel = 12 . 81 23. 07 1 . 610 10. 06 17 .7 17 . 7 EqK 5. 49 68 C=120 0 . 00 0. 0 0 . 0 103. 59 0 . 339 10 . 06 3 . 4 17 . 7 Vel = 16. 49 25. 18 1 . 610 1T 6. 38 21 .1 21 . 1 EqK = 5 . 48 70 C=120 8 . 00 0. 0 0 . 0 128 . 77 0 . 506 14 . 38 7 .3 21 . 1 Vel = 20 . 49 99 128 .77 28 . 4 K = 24 . 17 18 . 94 1 . 049 1T 0 . 50 11 . 4 11 . 4 K = 5. 60 62S C=120 5. 00 -0.2 0 . 0 18 . 94 0 . 118 5.50 0. 6 11 . 4 Vel = 7 . 10 62 18 . 94 11 . 9 K = 5. 50 21 .31 1 . 049 1T 0 . 50 14 . 5 14 . 5 K = 5. 60 64S C=120 5. 00 -0 .2 0 . 0 21.31 0 . 146 5. 50 0 . 8 14 . 5 Vel = 7 .99 64 21 .31 15. 1 K = 5. 49 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 21 . 97 1. 049 1T 0. 50 15. 4 15. 4 K = 5. 60 67S C=120 5. 00 -0 .2 0. 0 21 . 97 0. 155 5. 50 0 . 9 15. 4 Vel = 8 .24 67 21 . 97 16. 0 K = 5. 49 23 . 07 1. 049 1T 0. 50 17 . 0 17 . 0 K = 5. 60 68S C=120 5. 00 -0 .2 0 . 0 23 . 07 0 . 169 5.50 0 . 9 17 . 0 Vel = 8 . 65 68 23 . 07 17 .7 K = 5.49 25. 18 1 . 049 1T 0.50 20 .2 20.2 K = 5.60 70S C=120 5. 00 -0 .2 0.0 25. 18 0 . 199 5.50 1 . 1 20.2 Vel = 9. 44 70 25. 18 21. 1 K = 5 .48 PATH 5 FROM HYDRAULIC REFERENCE 71 TO 102 22 . 05 1. 049 lE 0 . 50 15. 5 15. 5 K = 5 . 60 71S C=120 2 . 00 -0 .2 0. 0 22 . 05 0. 156 2 . 50 0 . 4 15. 5 Vel = 8 .27 1 . 049 1T 3 . 67 15. 7 15. 7 EqK = 5 . 57 71 C=120 5. 00 0 . 0 0. 0 22 . 05 0. 156 8 . 67 1 . 4 15.7 Vel = 8 .27 102 22 . 05 17 . 0 K = 5.34 PATH 6 FROM HYDRAULIC REFERENCE 72 TO 100 26. 77 1. 049 lE 0 . 50 22 . 9 22 . 9 K = 5.60 72S C=120 2 . 00 -0 .2 0. 0 26.77 0 .223 2 . 50 0 . 6 22 . 9 Vel = 10 .04 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 72 TO 100 CONTINUED 1. 049 1T 6.38 23.2 23 . 2 EqK = 5. 56 72 C=120 5. 00 0 . 0 0 . 0 26. 77 0.223 11 .38 2 . 5 23 .2 Vel = 10. 04 2 . 067 8 .25 25. 7 25. 7 101 C=120 0.00 0. 0 0 . 0 26. 77 0. 008 8 .25 0. 1 25. 7 Vel = 2 . 58 100 26. 77 25. 8 K = 5. 27 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 0 0 LO 0 LO E E 0 a 0- u 0) 0) ( oo 00 3 0 It O Q ai ONE xC0 in n CL '� N C. 0- 0)0)Q. Q L Il_ 0000 C)N O ri °' °' oic.� E m 3� NMN a L � EEaw 7 N a ca 0) >,>+N N � a- fnfn (n2 0 O co (n N Q Q Q m O O 0 -- O M N 0 N J O m Lo N (n F 7 N in a- O 0- L M O W' — CV — y U O 3 a) �cn � u. OJ o 00LO I - Q o U Q QM 2oZN _ -- Ws0 2 N 0 +' O CO �- Q Q � ;r0 N (V Q M Z p N O O O CD CD N OO 00 COCNI aU) — ABBATARE HANGAR #S Drawing Date: 5/30/08 10:20 HYDRAULIC DESIGN INFORMATION SHEET Job Name: ABBATARE HANGAR #8 Location: .17713 48th DR. ARLINGTON, WA. Drawing Date: Remote Area Number: 4 Contractor: Commercial Fire Protection Inc. Telephone: 360-848-9093 PO Box 128 Mt Vernon, WA Designer: krk Calculated By:SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities : SYSTEM DESIGN Code: 02 NFPA 13 Hazard:ORD System Type:WET Area of Sprinkler Oper. 742 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 .200 1 Make: TYCO Area per Sprinkler 138 . 0 sq ftl Model : TY-B Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 250 gpm ( Temperature Rating: 155 CALCULATION SUMMARY 8 Flowing Outlets gpm Required: 487.4 psi Required: 66.0 @ CITY CONN WATER SUPPLY Water Flow Test I Pump Data Date of Test 2008 I Rated Capacity 0 gpm I Static Pressure 94 . 0 psi l Rated Pressure 0 . 0 psi Residual Pres 20 . 0 psi I Elevation 0 I At a Flow of 4000 gpm I Make: Elevation 0" l Model: I k Location: AIRPORT BLVD Source of Information: CITY OF ARLINGTON SYSTEM VOLUME 932 Gallons Notes : , EMW qr RECEIVED JUN 0 3 2008 COA PERMIT CENTER -2 - �� I T: I ri ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 237 62.3 psi 1 6" MJ Tee 30 ' 120 6. 065 237 0 . 1 1 6" MJ Tee 30 ' 120 6. 065 237 0. 1 1 6" Grvd 90 Ell 14 ' 120 6. 065 237 0. 0 1 Pipe 6" 10x21 20 ' 120 6. 357 237 0 . 0 2 6" Grvd 90 Ell 28 ' 120 6. 065 237 0. 1 Total Loss for TO SYSTEM 0.3 psi 1 6" Grvd Back Flow Valve Wilkins "45 CHART LOSS 237 3. 0 1 6" Fingd Gate Valve "721U" PIV 3 ' 120 6. 065 237 0. 0 Total Loss for THRU RISER 3.0 psi Hydr Ref Rl Required at AT BASE OF RISER 237 65. 6 psi 1 Pipe 12" DIx18 Cl 350 68 ' 140 12 . 578 237 0. 0 1 12" MJ Tee 60 ' 120 11 . 938 237 0. 0 1 12 Fingd Gate Valve 0 ' 0 11 . 938 237 0. 0 1 Pipe 8" DIx18 Cl 350 309 ' 140 12 . 578 237 0. 0 3 8" MJ Tee 105' 120 8 . 071 237 0. 1 1 Pipe 6" DIx18 Cl 350 203 ' 140 12 .578 237 0. 0 2 6" MJ Tee 60 ' 120 6. 065 237 0. 2 1 6" Fingd Gate Valve "721U" PIV 3 ' 120 6 . 065 237 0. 0 3 6" MJ 90 Ell 42 ' 120 6. 065 237 0. 1 Fixed Flow Outside Hose Allow. 250 gpm Total Loss for THRU UNDG 0 . 4 psi Hydr Ref R2 Required at CITY CONN 487 66. 0 psi Water Source 94 . 0 psi static, 20 . 0 psi residual @ 4000 gpm 487 gpm 92 . 5 psi SAFETY PRESSURE 26.5 psi Available Pressure of 92.5 psi Exceeds Required Pressure of 66.0 psi This is a safety margin of 26.5 psi or 29 % of Supply _ Maximum Water Velocity is 22 . 4 fps ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 .85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations i ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSIAJ.z) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) 80 8 . 50 23. 6 80S 8 .00 5. 60 23 .2 27 . 0 27 . 0 0 .20 81 8 . 50 26.5 81S 8 . 00 5. 60 25. 3 28 .2 27 . 6 0. 20 82 8 . 50 34 . 5 82S 8 . 00 5. 60 33. 0 32 .2 18 . 0 0 . 36 83 8 . 50 37 . 0 83S 8 .00 5. 60 35. 4 33. 3 18 .0 0. 37 84 8 . 50 25. 4 84S 8 . 00 5. 60 25. 0 28 . 0 14 . 8 0. 60 85 8 . 50 27 . 8 85S 8 . 00 5. 60 26. 6 28 . 9 19. 0 0. 30 86 8 . 50 28 . 3 86S 8 . 00 5. 60 27 . 9 29. 6 14 .8 0. 40 87 8 . 50 30 . 5 87S 8 . 00 5. 60 29.2 30 . 3 14 . 8 0 . 41 95 8 .50 42 . 1 96 8 . 50 38 .2 97 8 . 50 37 . 9 A6 20 . 00 54 . 7 Bl 20 . 00 54 . 4 B2 20 . 00 54 . 6 W 3 . 00 62 . 3 Max velocity of 22 . 42 occurs in the pipe from 87 TO 97 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. i �� ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 80 TO W (PRIMARY PATH) 27 . 00 1 . 049 lE 0. 50 23 .2 23.2 K = 5. 60 80S C=120 2 . 00 -0 .2 0 . 0 27 . 00 0 .227 2 . 50 0 . 6 23 .2 Vel = 10 . 12 1 . 049 12. 73 23 . 6 23. 6 EqK = 5. 56 80 C=120 0 . 00 0 .0 0. 0 27 . 00 0 .227 12 . 73 2 . 9 23. 6 Vel = 10. 12 28 . 19 1 .049 9. 43 26. 5 26. 5 EqK = 5. 48 81 C=120 0. 00 0 . 0 0 . 0 55. 19 0. 851 9. 43 8 . 0 26.5 Vel = 20. 69 32 . 17 1 . 610 10. 00 34 . 5 34 . 5 EqK = 5. 48 82 C=120 0. 00 0 .0 0. 0 87 . 37 0 .247 10 . 00 2 . 5 34 .5 Vel = 13. 90 33. 30 1 . 610 1T 3.50 37 . 0 37 . 0 EqK = 5. 48 83 C=120 8 . 00 0 . 0 0 . 0 120 . 67 0. 449 11 . 50 5 .2 37 .0 Vel = 19. 20 _ 116.71 2 . 157 2E 21. 14 42 . 1 42 . 1 95 C=120 1T 24. 61 -5. 0 0 . 0 See PATH 2 237 . 38 0 .378 45. 75 17 .3 42 . 1 Vel = 21. 05 6.357 90 . 67 54 . 4 54 . 4 Bl C=120 0 .00 0 . 0 0. 0 237 .38 0. 002 90. 67 0 .2 54 . 4 Vel = 2 . 42 6.357 28 . 88 54 . 6 54 . 6 B2 C=120 0. 00 0 . 0 0. 0 237 .38 0 . 002 28 . 88 0 . 1 54 . 6 Vel = 2 . 42 6.357 4E 58 . 04 54 . 7 54 . 7 A6 C=120 70. 41 7 . 4 0 . 0 237 . 38 0. 002 128 . 45 0 . 3 54 . 7 Vel = 2. 42 W 237 .38 62 . 3 K = 30. 07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i i ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 Tyco Fire Products Page 6 M1 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 28 . 19 1. 049 1T +�~ 0 . 50 25.3 25. 3 K = 5. 60 81S C=120 5.00 -0.2 0 . 0 28 . 19 0. 246 5.50 1. 4 25. 3 Vel = 10 . 57 81 28 . 19 26.5 K = 5. 48 32 . 17 1 . 049 1T 0 . 50 33. 0 33. 0 K = 5. 60 82S C=120 5.00 -0.2 0. 0 32 . 17 0. 314 5.50 1.7 33 . 0 Vel = 12 . 06 82 32 . 17 34 . 5 K = 5. 48 33 . 30 1 . 049 1T 0.50 35. 4 35. 4 K = 5. 60 83S C=120 5.00 -0.2 0 . 0 33. 30 0. 334 5.50 1. 8 35. 4 Vel = 12 . 48 83 33. 30 37 . 0 K = 5. 48 PATH 2 FROM HYDRAULIC REFERENCE 84 TO 95 28 . 02 1 . 049 lE 0.50 25. 0 25. 0 K = 5. 60 84S C=120 2 . 00 -0.2 0 . 0 28 . 02 0.243 2 .50 0 . 6 25. 0 Vel = 10.50 1 . 049 9. 63 25. 4 25. 4 EqK = 5.56 84 C=120 0. 00 0. 0 0. 0 28 . 02 0.243 9. 63 2 . 3 25. 4 Vel = 10 .50 28 . 87 1. 049 1T 6. 63 27 . 8 27 . 8 EqK = 5. 48 85 C=120 5. 00 0. 0 0. 0 56. 89 0 . 900 11 . 63 10 . 5 27 . 8 Vel = 21 .33 59. 82 2. 157 2E 26.20 38 . 2 38 .2 96 C=120 12 .31 0 . 0 0 . 0 See PATH 3 116.71 0. 102 38 .50 3. 9 38 .2 Vel = 10 .35 95 116.71 42 . 1 K = 17 . 98 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1 1 ABBATARE HANGAR #8 Drawing Date: 5130108 10:20 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn � Hr28 . 87 1 . 049 1T 0. 50 26. 6 26. 6 K = 5. 60 85S C=120 5. 00 -0 .2 0 . 0 28 . 87 0.257 5. 50 1 . 4 26. 6 Vel = 10. 82 85 28 . 87 27 . 8 K = 5. 48 PATH 3 FROM HYDRAULIC REFERENCE 86 TO 96 29. 56 1. 049 1E 0 . 50 27 . 9 27 . 9 K = 5. 60 86S C=120 2 . 00 -0.2 0 . 0 29. 56 0 . 268 2 . 50 0 .7 27 . 9 Vel = 11. 08 1 . 049 8 .25 28 . 3 28 .3 EqK = 5. 56 86 C=120 0 . 00 0. 0 0 . 0 29. 56 0 . 268 8 .25 2 .2 28 .3 Vel = 11. 08 30 .26 1 . 049 1T 2 . 50 30 . 5 30 . 5 EqK = 5. 48 87 C=120 5. 00 0. 0 0 . 0 59. 82 0 . 988 7 . 50 7 . 4 30 . 5 Vel = 22 . 42 2 . 157 10 .21 37 . 9 37 . 9 97 C=120 0 . 00 0 . 0 0 . 0 59. 82 0 . 030 10.21 0. 3 37 . 9 Vel = 5.30 96 59 . 82 38 .2 K = 9. 67 30 .26 1 . 049 1T 0 . 50 29.2 29.2 K = 5.60 87S C=120 5. 00 -0 .2 0. 0 30 .26 0 .280 5. 50 1 . 5 29. 2 Vel = 11 .34 87 30 . 26 30 . 5 K = 5.48 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i ' _: O 0 LO 0 LO v E E a) a a u 0) 0) moo 00 3 N It O a O (n 7 2S0 N_ O � L � •fn a a cn cn a Q arnvmaa rn OI- Il- InN O O N V N N Q N co n O p � � 2 N N - — :3 E Eaw 7 � - - N Co d >,>, a) Q' CLCO(DU)M 0 O CO U 'U) a a a C) 0 0 0 - O N � a) J O m m LO N N F-- N LLB cn CL W 0 O CY -- CL d. M (— N p O O N co *k — Q O Q T Q � � v _ In Z m w .c0 2 o Of � � Q a o Hv CD a) N Q ch Z_ O N m m - � E OmtiCL' m — .�QTQ CD O ON 00 00 O 0 (O 'IT N T T T n_ m — tyCO Fire & Building Products Technical Services: Tel: (800) 381-9312/ Fax: (800)791-5500 Series TY-B — 5.6 K-factor Horizontal and Vertical Sidewall Sprinklers Standard Response, Standard Coverage Corrosion resistant coatings, where General applicable, are utilized to extend the life of copper alloy sprinklers beyond Description that which would otherwise be ob- tained when exposed to corrosive at- at The Series TY-B, 5.6 K-factor, Hori- mospheres. Although corrosion resin- zontal and Vertical Sidewall Sprinklers tant coated sprinklers have pass described in this data sheet are stand- standard corrosion tests of the app i- i , and response - standard coverage, cable approval agencies,the testing is decorative 5 mm glass bulb type spray not representative of all possible cor- sprinklers designed for use in light and rosive atmospheres. Consequently, it ordinary hazard,commercial occupan- is recommended that the end user be cies such as banks, hotels, shopping consulted with respect to the suitability malls, etc. They are designed for in- of these coatings for any given corro- stallation along a wall or the side of a sive environment.The effects of ambi- beam and just beneath a smooth ceil- ent temperature, concentration of ing.Sidewall sprinklers are commonly chemicals, and gas/chemical velocity, used instead of pendent or upright should be considered, as a minimum, sprinklers due to aesthetics or building along with the corrosive nature of the construction considerations, where chemical to which the sprinklers will be piping across the ceiling is not desir- exposed. able. The recessed version of the Series WARNINGS TY-B Horizontal Sidewall Sprinkler is The Series TY-B Sprinklers described intended for use in areas with a fin- herein must be installed and main- ished wall.It uses a two-piece Style 10 tained in compliance with this docu- Recessed Escutcheon.The Recessed ment, as well as with the applicable Escutcheon provides 1/2 inch (12,7 standards of the National Fire Protec- mm) of recessed adjustment or up to tion Association, in addition to the 3/4 inch (19,1 mm)of total adjustment standards of any other authorities hav- from the flush sidewall position. The ing jurisdiction. Failure to do so may - adjustment provided by the Recessed impair the performance of these de- Technical Escutcheon reduces the accuracy to vices. Data which the fixed pipe nipples to the The owner is responsible for maintain- sprinklers must be cut. ing their fire protection system and de- Approvals vices in proper operating condition. UL and C-UL Listed. The installing contractor or sprinkler FM, LPCB, and NYC Approved. manufacturer should be contacted (Refer to Table A for complete ap- with any questions. proval information including corrosion resistant status) IMPORTANT Maximum Working Pressure Always refer to Technical Data Refer to Table B. Sheet TFP700 for the "INSTALLER Model/Sprinkler WARNING' that provides cautions Discharge Coefficient with respect to handling and instal- Identification K= 5.6 GPM/psil/2 (80,6 LPM/bars/2) lotion of sprinkler systems and com- ponents. Improper handling and in- Numbers Temperature Ratings stallation can permanently damage Refer to Table A. a sprinkler system or its compo- TY3351 - Horizontal Finishes nents and cause the sprinkler to fail TY3451 - VerticalECE'VE® Sprinkler: Refer to Table A. to operate in a fire situation or cause Recessed Recessed Escutcheon:White Coated, it to operate prematurely. Chrome Plated, and Brass Plated. JUN 0 3 2008 `. {}� Page 1 of 6 APRIL, 2006 �T�761 COA PERMIT CENTER Page 2 of 6 TFNF==a&. 7 s7 SPRINKLER FINISH (See Note 10) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LEAD WAX !EAD O\I Aill LIQUID BRASS PLATED POLYESTER COATED COATED LOq�_ Ep 135°F/57°C Orange HORIZ. 155°F/68*C Red SIDEWALL 1,2,3,4,9 1,2,3,9 1,2,3,9 1,2,3,9 3, (TY3351) 175*F/79°C Yellow 9 200°F/93*C Green 56 286*F/141*C Blue 1** 2** 3** 9** 1** 2** 3._ 9,4 NPT 360°F/182°C Mauve 1,2,4,9 1,2,9 N/A RECESSED 135°F/57°C Orange HORIZ. 155°F/68°C Red SIDEWALL 1,2,3,9 N/A (TY3351)* 175°F/79°C Yellow Figure 3 200°F/93°C Green 135*F/57°C Orange VERTICAL 155*F/68°C Red 5.6 SIDEWALL 4,5,6,7,8,9 5,6,7,9 5,6,7,9 5,6, 7, 9 112" (TY3451) 175°F/79°C Yellow NPT Installed 200°F/93°C Green Pendent or 286*F/141°C Blue 5** 6** 7** 9** 5** 6** 7** 9 Upright 360°F/182`C Mauve 1 4,5,6,8,9 N/A NOTES: 1.Listed by Underwriters Laboratories, Inc.(UL)for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm) top of deflector to ceiling distance. 2.Listed by Underwriters Laboratories, Inc.for use in Canada(C-UL)for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 3.Approved by Factory Mutual Research Corporation(FM)for use in Light Hazard Occupancies at a 4 to 12 inch(100 to 300 mm) top of deflector to ceiling distance. 4.Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/05&007k/03)at a 4 to 6 inch(100 to 150 mm)deflector to ceiling distance. 5.Listed by Underwriters Laboratories, Inc.(UL)for use in Light and Ordinary Hazard Occupancies. 6.Listed by Underwriters Laboratories, Inc.for use in Canada(C-UL:)for use in Light and Ordinary Hazard Occupancies. 7.Approved by Factory Mutual Research Corporation(FM)for use in Light Hazard Occupancies. 8.Approved by the Loss Prevention Certification Board(LPCB Ref. No.094a/05&007k/03). 9.Approved by the City of New York under MEA 354-01-E. 10.Where Polyester Coated, Lead Coated,Wax Coated,and Wax over Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers.Where Lead Coated,Wax Coated,and Wax over Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as Corrosion Resistant Sprinklers. Installed with Style 10(1/2"NPT)3/4"Total Adjustment Recessed Escutcheon. **150°F/66°C Maximum Ceiling Temperature. ***Frame and deflector only. Listings and approvals apply to color(Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS Physical Characteristics Operation Design Frame . Bronze Button . . . . . . . . . Brass/Copper Sealing Assembly . . . . . . The glass Bulb contains a fluid which Criteria . . . . . Beryllium Nickel w/Teflont expands when exposed to heat.When Bulb . . . . . . . . . . . . . . . Glass the rated temperature is reached, the The Series TY-B Horizontal and Verti- Compression Screw . . . . . Bronze fluid expands sufficiently to shatter the cal Sidewall Sprinklers are intended HQQI,v^v'Deflector Bronze glass Bulb, allowing the sprinkler to for ri,.e protection systems designed f VSW l a�,Deflector . . . . . . . . Copper activate and water to flow. accordance with the standard installa- tion rules recognized by the applicable Patents Listing or Approval agency (e.g,, UL U.S.A. 5,810,263 Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Pre cc - vention Data Sheets). Only the Style a 10 Recessed Escutcheon is to be used o for recessed horizontal installations. TFP161 Page 3 of 6 SPRINKLER FINISH K TYPE NATURAL CHROME I WHITE LEAD WAX WAX OVER BRASS I PLATED POLYESTER COATED COATED LEAD COATED HORIZONTAL SIDEWALL 250 PSI(17,2 BAR) (TY3351) OR 175 PSI(12,1 BAR) 175 PSI(12,1 BAR) 5.6 RECESSED HORIZ. 1/2" SIDEWALL(TY3351) (SEE NOTE 1) N/A NPT VERTICAL SIDEWALL (TY3451) 175 PSI (12,1 BAR) NOTES: 1. The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories, Inc.(UL);the Listing by Underwriters Laboratories, Inc.for use in Canada(C-UL);anri, the Approval by the City of New York. TABLE B, MAXIMUM WORKING PRESSURE Installation * Temperature rating is DEFLECTOR indicated on deflector HAT 5 or adjacent to orifice The Series TY-B Sprinklers must be seat on frame. installed in accordance with the follow- **Pipe thread ing instructions: connections per ISO 7/1 can be provided on NOTES special request. Do not install any bulb type sprinkler if 6* 4 2 3 1 the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler 9/16" WRENCH 1/2"** held horizontally, a small air bubble (14,3 mm) FLATS NPT should be present. The diameter of the air bubble is approximately 1116 inch _ (1,6 mm) for the 135°F157°C to 3132 inch (2,4 mm) for the 360°F/182°C QQ - temperature ratings. A leak tight 112 inch NPT sprinkler joint should be obtained with a torque of 7 L1-13/16" to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- - 7/16" rnum of 21 R. lbs. (28,5 Nm)of torque (46,0 mm) (11,1 mm) may be used to install sprinklers with CENTERLINE NOMINAL 112 NPT connections. Higher levels of OF SPRINKLER MAKE-IN torque may distort the sprinkler inlet 1 -Frame WATERWAY and cause leakage or impairment of 2-Button 1-1/2" 3-Sealing ~(38,1 mm) the sprinkler. Assembly Do not attempt to make-up for insuffi- 4-Bulb 2-3/16" p p 5-Compression cient adjustment in the escutcheon screw (55,6 mm) plate by under- or over-tightening the 6-Deflector ESCUTCHEON sprinkler. Readjust the position of the STYLE 10 —dm PLATE SEATING sprinkler fitting to suit. RECESSED SURFACE The Series TY-B Horizontal and Ver- ESCUTCHEON tical Sidewall Sprinklers must be in- stalled in accordance with the follow- ing instructions. 2-718"DIA. Step 1. Horizontal sidewall sprinklers (73,0 mm) are to be installed in the horizontal position with their centerline of water- way perpendicular to the back wall and parallel to the ceiling.The word"TOP" on the Deflector is to face towards the ceiling. Vertical sidewall sprinklers are to be installed in the pendent or upright po- FIGURE 1 sition with the arrow on the Deflector 5.6 K-FACTOR STANDARD RESPONSE pointing away from the wall. SERIES TY-B HORIZONTAL SIDEWALL (TY3351)SPRINKLERS Page 4 of 6 TFP161 Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten ARROW MUST the sprinkler into the sprinkler fitting. POI NTAWAY Step 3. Tighten the sprinkler into the 7/16" FROM AND BE O sprinkler fitting using only the IN Type ESCUTCHEON (11,1 mm) PERPENDICULAR PLATE SEATING ** NOMINAL TO THE BACK 6 Sprinkler Wrench (Ref. Figure 4), SURFACE 1/2" MAKE-IN WALL SURFACE except that an 8 or 10 inch adjustable NPT Crescent wrench is to be used for wax coated sprinklers. With reference to s Figure 1 or 2, the W-Type 6 Sprinkler Wrench or the Crescent wrench, as -f 5 applicable, is to be applied to the 2-3/1s i 2-3/16 wrench flats. (55,6 mm) (55,6 mm) 4 When installing wax coated sprinklers 1-1/2" WRENCH 2 with the adjustable Crescent wrench, 38,1 mm additional care needs to be exercised ( ) FLATS 7 3 to prevent damage to the wax coating on the sprinkler wrench flats or frame 1 arms and, consequently, exposure of SHOWN SHOWN CROSS bare metal to the corrosive environ- ment. The jaws of the wrench should PENDENT UPRIGHT SECTION be opened sufficiently wide to pass over the wrench flats without damag- 1-Frame 3-Sealing 4-Bulb 6-Deflector ing the wax coating. Before wrench 2-Button Assembly 5-Compression 7-Ejection Spring tightening the sprinkler,the jaws of the Screw wrench are to be adjusted to just con- tact the sprinkler wrench flats. After wrench tightening the sprinkler,loosen * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. the wrench jaws before removing the **Pipe thread connections per ISO 7/1 can be provided on special request. wrench. After installation, the sprinkler wrench FIGURE fiats and frame arms must be in- 5.6 K-FACTOR STANDARD RESPONSE spected and the wax coating re- SERIES TY-B VERTICAL SIDEWALL(TY3451)SPRINKLERS tnuched(repaired)whenever the coat- ing has been damaged and bare metal is exposed. The wax coating on the- the san threads, d tighten the sprinkler into fittin tly applying a heated 1/8 inch diameter p g' hand wrench flats can be retouched by gen steel rod to the areas of wax that have Step C. Tighten the sprinkler into the been damaged,to smooth it back over sprinkler fitting using only the W-Type areas where bare metal is exposed. 7 Recessed Sprinkler Wrench (Ref. Figure 5). With reference to Figure 1, NOTES the W-Type 7 Recessed Sprinkler Only retouching of the wax coating ap- Wrench is to be applied to the sprinkler plied to the wrench flats and frame wrench flats. arms is permitted, and the retouching - Step D. After the ceiling has been fin is to be performed only at the time of stalled or the finish coat has been in- the initial sprinkler installation. plied, slide on the Style 10 Closure The steel rod should be heated only to over the Series TY-B Sprinkler and the point at which it can begin to melt push the Closure over the Mounting the wax, and appropriate precautions Plate until its flange comes in contact need to be taken, when handling the with the ceiling. heated rod, in order to prevent the installer from being burned. The Series TY-B Recessed Horizon- tal Sidewall Sprinklers must be in- stalled in accordance with the follow- ing instructions. Step A. Recessed horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word"TOP"on the Deflector is to face towards the ceiling. Step B. After installing the Style 10 Mounting Plate over the sprinkler TFP161 Page 5 of 6 5/8±1/4" (15,9±6,4 mm) FACE OF WRENCH RECESS MOUNTING (END 'A"USED FOR SURFACE SPRINKLER 1�2"NPT MODELS) FITTING FIGURE 4 W-TYPE 6 SPRINKLER WRENCH CLOSURE 2-7/8"DIA. WRENCH (73,0 mm) RECESS SERIES TY-B ((57,2 4" DIA. mm) MOUNTING PLATE PUSH WRENCH 1/8" IN TO ENSURE (3,2 mm) ENGAGEMENT WITH SPRINKLER 1-1/4"(31,8 mm) 3/4"(19,1 mm) WRENCHING AREA 3/4"(19,1 mm) 1/4"(6,4 mm) FIGURE 5 FIGURE 3 W-TYPE 7 RECESSED SERIES TY-B RECESSED HORIZONTAL SIDEWALL SPRINKLER SPRINKLER WRENCH WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON painted, plated, coated or otherwise corrosion resistant coating, as it may Care and altered after leaving the factory. Modi- be affected by the corrosive conditions fied sprinklers must be replaced. present. Maintenance Sprinklers that have been exposed to corrosive products of combustion, but The owner is responsible for the in- The Series TY-B Sprinklers must be have not operated,should be replaced spection, testing, and maintenance of maintained and serviced in accord- if they cannot be completely cleaned their fire protection system and de- ance with the following instructions: by wiping the sprinkler with a cloth or vices in compliance with this docu- by brushing it with a soft bristle brush. ment, as well as with the applicable NOTES standards of the National Fire Protec- Care must be exercised to avoid dam- Before closing a fire protection system tion Association (e.g., NFPA 25), in main control valve for maintenance age to the sprinklers - before, during, addition to the standards of any other work on the fire protection system that and after installation. Sprinklers dam- or the like, must r e re-enc aged by dropping, striking, wrh authorities having jurisdiction. The in- it controls,permission to shutdown the stalling contractor or sprinkler manu- affected fire protection system must be twist/slippage, facturer should be contacted relative obtained from the proper authorities placed.Also,replace any sprinkler that to any questions. and all personnel who may be affected has a cracked bulb or that has lost by this action must be notified. liquid from its bulb. (Ref. Installation It is recommended that automatic Section). sprinkler systems be inspected, The owner must assure that the sprin- Fret uent visual inspections are rec- tested, and maintained by a qualified klers are not used for hanging of any q p Inspection Service in accordance with objects; otherwise, non-operation in ommeon r toesist s initially performed for local requirements and/or national the event of a fire or inadvertent opera- corrosion resistant coated sprinklers, codes. tion may result. after the installation has been com- pleted,to verify the integrity of the cor- Absence of an escutcheon, which is rosion resistant coating. Thereafter, used to cover a clearance hole, may annual inspections per NFPA 25 delay the time to sprinkler operation in should suffice; however, instead of in- a fire situation. specting from the floor level,a random Sprinklers that are found to be leaking sampling of close-up visual inspec- or exhibiting visible signs of corrosion tions should be made, so as to better must be replaced. determine the exact sprinkler condi- tion and the long term integrity of the Automatic sprinklers must never be be Page 6 of 6 TFP161 P/N 57 - XXX - X - XXX SPRINKLER TEMPERATURE MODEL/SIN RATING 578 HORIZONTAL SIDEWALL TY3351 1 NATURAL BRASS 135 135°F/57°C 575 VERTICAL SIDEWALL TY3451 4 WHITE POLYESTER 155 155°F/68°C 3 WHITE(RAL9010)* 175 175°F/79*C 9 CHROME PLATED 200 200°F/93°C 7 LEAD COATED 286 286°F/141°C 6 WAX COATED 360 360°F/182°C 286*F/141*C MAX. 8 j WAX OVER LEAD 286°F/141°C MAX. *Eastern Hemisphere sales only. TABLE C PART NUMBER SELECTION SERIES TY-B HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS any other legal theory, for incidental, Limited indirect,special or consequential dam- ordering Warranty ages, including but not limited to labor charges, regardless of whether TFBP Procedure was informed about the possibility of Products manufactured by Tyco Fire& such damages, and in no event shall When placing an order, indicate the Building Products (TFBP) are war- TFBP's liability exceed an amount full product name. Refer to the Price ranted solely to the original Buyer for equal to the sales price. List for complete listing of Part Num- ten(10)years against defects in mate- bers. rial and workmanship when paid for The foregoing warranty is made in lieu and properly installed and maintained of any and all other warranties. ex- Contact your local distributor for avail- under normal use and service. This press or implied. including warranties ability. warranty will expire ten (10) years of merchantability and fitness for a par- from date of shipment by TFBP. No titular purpose. Sprinkler Assemblies with NPT Thread Connections: warranty is given for products or com- This limited warranty sets forth the ex- Specify: (Specify Model/SIN), Stand- ponents manufactured by companies clusive remedy for claims based on and Response, (specify K-factor), not affiliated by ownership with TFBP failure of or defect in products, materk or for products and components which als or components, whether the claim (specify temperature rating), Series have been subject to misuse,improper TY-B (specify Horizontal Sidewall or 1is made in contract, tort, strict liability Vertical Sidewall)Sprinkler with(spec- installation, corrosion, or which have or any other legal theory. ify type of finish or coating),P/N(spec- not been installed, maintained, modi- fied or repaired in accordance with ap- This warranty will apply to the full ex- ify from Table C). plicable Standards of the National Fire tent permitted by law.The invalidity,in Protection Association, and/or the whole or part, of any portion of this Recessed Escutcheon: standards of any other Authorities warranty will not affect the remainder. Specify: Style 10 Recessed Escutch- Having Jurisdiction. Materials found eon with (specify*) finish, P/N (spec- by TFBP to be defective shall be either ify*). repaired or replaced, at TFBP's sole *Refer to Technical Data Sheet TFP770. option. TFBP neither assumes, nor authorizes any person to assume for it, Sprinkler Wrench: any ether obligation in connection with Specify. W-Type 6 Spiiiiklei Wrench, the sale of products or parts of prod- P/N 56-nnn-6-387. ucts.TFBP shall not be responsible for sprinkler system design errors or inac- Specify: W-Type 7 Sprinkler Wrench, curate or incomplete information sup- P/N 56-850-4-001. plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale, Pennsylvania 19446 1�C0 Fire & Building Products Technical Services: Tel: (800) 381-9312/ Fax: (800)791-5500 Series TY-6 — 2.8, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent prinklers Standard Response, Standard Coverage cable approval agencies,the testing is General not representative of all possible cor- rosive atmospheres. Consequently, it Description M is recommended that the end user be consulted with respect to the suitability The Series TY-B, 2.8, 5.6, and 8.0 of these coatings for any given corro- ; K-factor, Upright and Pendent Sprin- sive environment.The effects of ambi- klers described in this data sheet are ent temperature, concentration of �? ; standard response - standard cover- chemicals, and gas/chemical velocity, age, decorative 5 mm glass bulb type should be considered, as a minimum, spray sprinklers designed for use in along with the corrosive nature of the light, ordinary, or extra hazard, com- chemical to which the sprinklers will be — r mercial occupancies such as banks, exposed. "=— hotels,shopping malls,factories,refin- eries, chemical plants, etc. An intermediate level version of the Series TY-B Pendent Sprinkler can be The recessed version of the Series obtained by utilizing the Series TY-B TY-B Pendent Sprinkler, where appli- Pendent Sprinkler in combination with cable,is intended for use in areas with the Model S2 Shield. a finished ceiling. It uses a two-piece \ Style 10(1/2 inch NPT)or Style 40(3/4 WARNINGS inch NPT) Recessed Escutcheon.The The Series TY-8 Sprinklers described Recessed Escutcheon provides 1/2 herein must be installed and main- 'I inch (12,7 mm) of recessed adjust- tained in compliance with this docu- ment or up to 3/4 inch (19,1 mm) of ment, as well as with the applicable - �/ total adjustment from the flush pen- standards of the National Fire Protec- y dent position. The adjustment pro- tion Association, in addition to the f� vided by the Recessed Escutcheon re- standards of any other authorities hav- duces the accuracy to which the fixed ing jurisdiction. Failure to do so may pipe drops to the sprinklers must be impair the performance of these de- cut. vices. Corrosion resistant coatings, where The owner is responsible for maintain- applicable, are utilized to extend the ing their fire protection system and de- life of copper alloy sprinklers beyond vices in proper operating condition. that which would otherwise be ob- The installing contractor or sprinkler tained when exposed to corrosive at- manufacturer should be contacted mospheres. Although corrosion resis- with any questions. tant coated sprinklers have passed the standard corrosion tests of the appli- ModellSprinkler IMPORTANT Identification Always refer to Technical Data Sheet TFP700 for the 'INSTALLER Numbers WARNING" that provides cautions RECEIVED with respect to handling and instal- TY1151 - Upright 2.81K, 1/2"NPT lation of sprinkler systems and com- TY1251 - Pendent 2.81K, 1/2"NPT ponents. Improper handling and in- TY3151 - Upright 5.61K, 1/2"NPT JUN 0 3 2008 stallation can permanently damage TY3251 - Pendent 5.61K, 1/2"NPT a sprinkler system or its compo- TY4151 - Upright 8.01K, 3/4"NPT nents and cause the sprinkler to fail TY4251 - Pendent 8.01K, 3/4"NPT COA PERMIT CENTER to operate in a fire situation or cause TY4851 - Upright 8.01K, 1/2"NPT 2 �U� it to operate prematurely. TY4951 - Pendent 8.0K, 1/2"NPT P5Lb v I Page 1 of 8 DECEMBER, 2007 TFP151 Page 2 of 8 TFP151 ESCUTCHEON 7/16"(11,1 mm) PLATE SEATING ** NOMINAL SSU* SURFACE NPT MAKE-IN DEFLECTOR 6 j 5 2-1/4" 2-3/16" 4 (57,2 mm) (55,6 mm) 2 1-9/16" WRENCH 3 (39,7 mm) FLATS 1 SSP* 7 DEFLECTOR CROSS PENDENT UPRIGHT SECTION 1 -Frame 3-Sealing 4-Bulb 6-Deflector * Temperatiim ratin0 is indicated nn dp.flartnr nr arljar.Pnt to 2-Button Assembly 5-Compression 7-Bushing orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 STANDARD RESPONSE SERIES TY-8 UPRIGHT(TY1151)AND PENDENT(TY1251)SPRINKLERS 2.8 K-FACTOR, 112 INCH NPT ESCUTCHEON 7/16"(11,1 mm) STYLE 10 PLATE SEATING ** NOMINAL RECESSED SURFACE NP MAKE-IN ESCUTCHEON SSU* T DEFLECTOR 6* 7/16" 5 2-3/16" lo (11,1 mm) (55,6 mm) ( NOMINAL 4 MAKE-IN 2-3/16" 1,1 m1mm) 1 2 (38 I WRENCH (55,6 mm) 3 FLATS 1 SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. ---I 1/2"NPT** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 -Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 STANDARD RESPONSE SERIES TY-8 UPRIGHT(TY3151)AND PENDENT(TY3251)SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT TFP151 Page 3 of 8 ESCUTCHEON 1/2"(12,7 mm) STYLE 40 PLATE SEATING 3/4„** NOMINAL RECESSED SSU* SURFACE NPT MAKE-IN ESCUTCHEON DEFLECTOR 6* 1/2" 5 2-5/16" (12,7 mm) (58,7 mm) NOMINAL 4 MAKE-IN 1-9/16" 2-1/4" 2 (39,7 mm) I (57,2 mm) 3 WRENCH FLATS 1 SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. �1 3/4"NPT** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request FIGURE 3 STANDARD RESPONSE SERIES TY-B UPRIGHT(TY4151)AND PENDENT(TY4251) SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT ESCUTCHEON 7/16"(11,1 mm) PLATE SEATING „** NOMINAL SSU* SURFACE NPT MAKE-IN DEFLECTOR * 6 5 2-1/4" 2-3/16" (57,2 mm) (55,6 mm) 4 1-9116" WRENCH 2 (39,7 mm) FLATS 3 SSP* 1 DEFLECTOR CROSS PENDENT UPRIGHT SECTION 1 -Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 4 STANDARD RESPONSE SERIES TY-B UPRIGHT(TY4851)AND PENDENT(TY4951)SPRINKLERS 8.0 K-FACTOR, 1121NCH NPT Page 4 of 8 TFP151 SPRINKLER FINISH(See Note 8) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LEAD WAX WAX OVER LIQUID BRASS PLATED POLYESTER COATED COATED LEAD COATED 135°F/57°C Orange PENDENT 155°F/68°C Red 2.8 (TY1251) 1,2,3 N/A 1/2" and 175°F/79°C Yellow NPT UPRIGHT 200°F/93°C Green (TY1151) 266°F/141°C Blue 360°F/182°C Mauve 1,2 � 135°F/57°C Orange pppEEENNN��p EN 155°F/68°C Red an 175°F/79°C Yellow 1,2,3,4,5,6,7 1,2,3,5 1,2,3,5 1,2,3,5 UPRIGHT 200°F/93°C Green 5.6 (N10� 286°F/'14'I°C Blue 1""2"" 3"" 5"" 1"" 2"" 3"" 5"" NPT 360°F/182°C Mauve N/A 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1,2,3,4,5 N/A (TY3251)* 175°F/79°C Yellow Figure 4 200°F/93°C Green 286°F/141°C Blue 11,2 135°F/57°C Orange PENDENT 155°F/68°C Red (TY4251) 1,2,5 1,2,3,5 1,2,5 and 175°F/79°C Yellow 1,2,3,4,5,6,7 8.0 UPRIGHT 20WF/93°C Green 3/4" (TY4151) NPT 286°F/141°C Blue 1**,2**,3**,5** 1**,2**,5** 360°F/182°C Mauve N/A 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1,2,3,4,5 N/A (TY4251)* 175°F/79°C Yellow Figure 5 200°F/93°C Green 286°F/141°C Blue 1,2 135°F/57°C Orange PENDENT 155°F/68°C Red 8.0 (TY4951) 1/2" and 175°F/79°C Yellow 1,2,3,4,5,6 N/A NPT UPRIGHT 200°F/93°C Green (TY4851) 286°17/141°C I Blue 360°F/182°C I Mauve NOTES: 1.Listed by Underwriters Laboratories, Inc.(UL). 2.Listed by Underwriters Laboratories, Inc.for use in Canada(C-UL). 3.Approved by Factory Mutual Research Corporation(FM). 4.Approved by the Loss Prevention Certification Board(LPCB Ref.No.007k/03). 5,Approved by the City of New York under MEA 354-01-E. 6.VdS Approved(For details contact Tyco Fire&Building Products, Enschede, Netherlands,Tel.31-53-428-4444/Fax 31-53-428-3377). 7.Approved by the Loss Prevention Certification Board(LPCB Ref,No.094a/05). 8.Where Polyester Coated,Lead Coated,Wax Coated,and Wax over Lead Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers.Where Lead Coated,Wax Coated,and Wax over Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as Corrosion Resistant Sprinklers. * Installed with Style 10(1/2"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment Recessed Escutcheon,as applicable. **150°F/66°C Maximum Ceiling Temperature. *"* Frame and deflector only. Listings and approvals apply to color(Special Order). TABLE A, LABORATORY LISTINGS AND APPROVALS TFP151 Page 5 of 8 SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD WAX WAX OVER BRASS PLATED POLYESTER COATED I COATED LEAD COATED 2.8 PENDENT(TY1251) 1/2" and 175 PSI(12.1 BAR) N/A NPT UPRIGHT(TY1151) PENDENT(TY3251) 5.6 and 250 PSI(17,2 BAR) 175 PSI(12,1 BAR) 1/2" UPRIGHT(TY3151) OR NPT RECESSED PENDENT 175 PSI(12.1 BAR) (TY3251) (SEE NOTE 1) N/A 8.0 PENDENT(TY4251) 3/4" and 175 PSI(12,1 BAR) NPT UPRIGHT(TY4151) RECESSED PENDENT (TY4251) 175 PSI(12,1 BAR) N/A 8.0 PENDENT(TY4951) 1/2" and 175 PSI (12,1 BAR) NPT UPRIGHT(TY4851) NOTE: 1.The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories, Inc. (UL);the Listing by Underwriters Laboratories,Inc.for use in Canada(C-UL);and,the Approval by the City of New York. TABLE B, MAXIMUM WORKING PRESSURE Technical Operation Data The glass Bulb contains a fluid which expands when exposed to heat.When Approvals the rated temperature is reached, the UL and C-UL Listed. fluid expands sufficiently to shatter the FM, LPCB,VdS, and NYC Approved. glass Bulb, allowing the sprinkler to (Refer to Table A for complete ap- activate and water to flow. proval information including corrosion resistant status.) Design Maximum Working Pressure Refer to Table B. Criteria riteria Discharge Coefficient K=2.8 GPM/psis/2(40,3 LPM/bar112) The Series TY-B Pendent and Upright K=5.6 GPM/psil/2(80,6 LPM/bars/2) Sprinklers are intended for fire protec- K=8.0 GPM/psi1/2(115,2 LPM/bars/2) tion systems designed in accordance with the standard installation rules rec- Temperature Ratings ognized by the applicable Listing or Refer to Table A. Approval agency (e.g., UL Listing is Finishes based on the requirements of NFPA Sprinkler: Refer to Table A. 13, and FM Approval is based on the Recessed Escutcheon:White Coated, requirements of FM's Loss Prevention Y Chrome Plated, or Brass Plated. Data Sheets). Only the Style 10 or 40 E Recessed Escutcheon, as applicable, a) Physical Characteristics is to be used for recessed pendent m Frame . . . . . . . . . . Bronze installations. Button . . . . . . Brass/Copper Sealing Assembly . . . . . . . . . . Beryllium Nickel w/Teflont m Bulb . . . . . . . . . . . . . Glass Compression Screw . . . . . Bronze Deflector . . . . . . . . Copper a Bushing (K=2.8) . . . . . . . Bronze o } Page 6 of 8 TFP151 2-7/8" DIA. 5/8±1/4" (73,0 mm) 3/4"(19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) WRENCH RECESS (END"A"USED FOR FACE OF (57,2 mm) MOUNTING 1/2"NPT MODELS) SPRINKLER PLATE FITTING 1/8" WRENCH RECESS (3,2 mm) (END"B"USED FOR 3/4"NPT MODELS) FIGURE 7 W-TYPE 6 SPRINKLER WRENCH MOUNTING SURFACE WRENCH CLOSURE SERIES 1-1/4"(31,8 mm) RECESS TY-B 3/4"(19,1 mm) FIGURE 5 SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 112 INCH NPT PUSH WRENCH IN TO ENSURE 2-7/8" DIA. ENGAGEMENT (73,0 mm) 3/4"(19,1 mm) WITH SPRINKLER 5/8±1/4" WRENCHING AREA (15,9±6,4 mm) 2-1/4" DIA. _ 1/4"(6,4 mm) (57,2 mm) FIGURE 8 FACE OF MOUNTING W-TYPE 7 RECESSED SPRINKLER _ - PLATE SPRINKLER WRENCH FITTING 1/8" (3,2 mm) Installation The Series TY-B Sprinklers must be installed in accordance with the follow- ing instructions: MOUNTING NOTES SURFACE Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of CLOSURE SERIES 1-5/16" (33,3 mm) liquid from the bulb. With the sprinkler TY-B 13/16" 20,6 mm held horizontally, a small air bubble ( ) should be present. The diameter of the air bubble is approximately 1116 inch FIGURE 6 (1,6 mm) for the 135°F/57°C to 3132 SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY inch mm) for the 360°F/182°C temperratat ure ratings. WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON A 112 inch NPT sprinkler joint should 8.0 K-FACTOR, 314 INCH NPT be obtained with a minimum to maxi- mum torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A 314 inch NPT sprinkler joint should be obtained with a mini- mum to maximum torque of f0 lu 20 ft.lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the TFP151 Page 7 of 8 sprinkler. Readjust the position of the The Series TY-B Recessed Pendent and after installation. Sprinklers dam- sprinkler fitting to suit. Sprinklers must be installed in ac- aged by dropping, striking, wrench The Series TY-B Pendent and Up- cordance with the following instruc- twist/slippage, or the like, must be re- right Sprinklers must be installed in tions. placed. Also, replace any sprinkler accordance with the following instruc- Step A.After installing the Style 10 or that has a cracked bulb or that has lost tions. 40 Mounting Plate,as applicable,over liquid from its bulb. (Ref. Installation the sprinkler threads and with pipe Section). Step 9. Pendent sprinklers are to be thread sealant applied to the pipe Frequent visual inspections are rec- installed the pendent position and threads,hand tighten the sprinkler into ommended to be initially performed for upright sprinklers are to be installed in the sprinkler fitting. corrosion resistant coated sprinklers, the upright position. after the installation has been com- Step 2. With pipe thread sealant ap- Step Tighten the sprinkler into the pleted,to verify the integrity of the cor- plied to the pipe threads, hand ti sprinkler fitting using only the W-Type ghten 7 Recessed Sprinkler Wrench (Ref. rosion resistant coating. Thereafter, the sprinkler into the sprinkler fitting. Figure 8). With reference to Figure 3 annual inspections per NFPA 25 Step 3. Tighten the sprinkler into the or4,the W-Type 7 Recessed Sprinkler should suffice; however, instead of in- sprinkler fitting using only the W-Type Wrench is to be applied to the sprinkler specting from the floor level,a random 6 Sprinkler Wrench (Ref. Figure 7), wrench flats. sampling of close-up visual inspec- except that an 8 or 10 inch adjustable tions should be made, so as to better Crescent wrench is to be used for wax Step C. After the ceiling has been in- determine the exact sprinkler condi- coated sprinklers. With reference to stalled or the finish coat has been ap- tion and the long term integrity of the Figures 1, 2, 3, and 4 the W-Type 7 plied, slide on the Style 10 or 40 Clo- corrosion resistant coating, as it may Sprinkler Wrench or the adjustable sure over the Series TY-B Sprinkler be affected by the corrosive conditions Crescent wrench, as applicable is to and push the Closure over the Mount- present. Cr Cr applied to the wrench flats. ing Plate until its flange comes in con- be tact with the ceiling. The owner is responsible for the in- When installing wax coated sprinklers spection, testing, and maintenance of with the adjustable Crescent wrench, their fire protection system and de- additional care needs to be exercised Care and vices in compliance with this docu- to prevent damage to the wax coating Maintenance ment, as well as with the applicable on the sprinkler wrench flats or frame standards of the National Fire Protec- arms and, consequently, exposure of tion Association (e.g., NFPA 25), in bare metal to the corrosive environ- The Series TY-B Sprinklers must be addition to the standards of any other ment. The jaws of the wrench should maintained and serviced in accord- authorities having jurisdiction. The in- be opened sufficiently wide to pass ance with the following instructions: stalling contractor or sprinkler manu- over the wrench flats without damag- NOTES facturer should be contacted relative ing the wax coating. Before wrench to any questions. tightening the sprinkler,the jaws of the Before closing a fire protection system wrench are to be adjusted to just con- main control valve for maintenance Automatic sprinkler systems should be tact the sprinkler wrench flats. After work on the fire protection system that inspected, tested, and maintained by wrench tightening the sprinkler,loosen it controls,permission to shutdown the a qualified Inspection Service in ac- the wrench jaws before removing the affected fire protection system mustbe cordance with local requirements wrench. obtained from the proper authorities and/or national codes. and all personnel who may be affected After installation,the sprinkler wrench by this action must be notified. flats and frame arms must be in- spected and the wax coating re- The owner must assure that the sprin- touched(repaired)whenever the coat- klers are not used for hanging of any ing has been damaged and bare metal objects; otherwise, non-operation in is exposed. The wax coating on the the event ofafire or inadvertent opera- wrench flats can be retouched by gen- tion may result. tly applying a heated 1/8 inch diameter Absence of an escutcheon, which is steel rod to the areas of wax that have used to cover a clearance hole, may been damaged,to smooth it back over delay the time to sprinkler operation in areas where bare metal is exposed. a fire situation. NOTES Sprinklers that are found to be leaking Only retouching of the wax coating ap- or exhibiting visible signs of corrosion plied to the wrench flats and frame must be replaced. arms is permitted, and the retouching Automatic sprinklers must never be is to be performed only at the time of painted, plated, coated or otherwise the initial sprinkler installation. altered after leaving the factory. Modi- The steel rod should be heated only to fied sprinklers must be replaced. the point at which it can begin to melt Sprinklers that have been exposed to the wax, and appropriate precautions corrosive products of combustion, but need to be taken, when handling the have not operated,should be replaced heated rod, in order to prevent the if they cannot be completely cleaned installer from being burned. by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, Page 8 of 8 TFP151 P/N 57 - XXX - X - XXX SPRINKLER TEMPERATURE MODEL/SIN RATING 530 2.8K UPRIGHT(1/2"NPT) TY1151 1 NATURAL BRASS 135 135°F/57°C 531 2.8K PENDENT(1/2"NPT) TY1251 4 WHITE POLYESTER 155 155°F/68°C 570 5.6K UPRIGHT(1/2"NPT) TY3151 3 WHITE(RAL9010)" 175 175°F/79°C 571 5.6K PENDENT(1/2"NPT) TY3251 9 CHROME PLATED 200 200°F/93°C 590 8.OK UPRIGHT(3/4"NPT) TY4151 7 LEAD COATED 286 286°F/141°C 591 8.OK PENDENT(3/4"NPT) TY4251 6 WAX COATED 360 360°F/182°C 286°F/141°C MAX. 560 8.OK UPRIGHT(1/2"NPT) TY4851 8 j WAX(1VFR I FAf) 561 8.OK PENDENT(1/2"NPT) TY4951 286°F/141°C MAX. Eastern Hemisphere sales only. TABLE C PART NUMBER SELECTION SERIES TY-B PENDENT AND UPRIGHT SPRINKLERS any other legal theory, for incidental, Limited indirect,special or consequential dam- Ordering Warranty ages, including but not limited to labor charges, regardless of whether TFBP Procedure was informed about the possibility of Products manufactured by Tyco Fire& such damages, and in no event shall When placing an order, indicate the Building Products (TFBP) are war- TFBP's liability exceed an amount full product name. Refer to the Price ranted solely to the original Buyer for equal to the sales price. List for complete listing of Part Num- ten(10)years against defects in mate- bers. rial and workmanship when paid for The forecioina warranty is made in lieu and properly installed and maintained of any and all other warranties. ex- Contact your local distributor for avail- under normal use and service. This press or implied, including warranties ability. warranty will expire ten (10) years of merchantability and fitness fora par- from date of shipment by TFBP. No ticular purpose. Sprinkler Assemblies with NPT Thread Connections: warranty is given for products or com- This limited warranty sets forth the ex- Specify: (Specify Model/SIN), Stand- ponents manufactured by companies clusive remedy for claims based on and Response, (specify K-factor), not affiliated by ownership with TFBP failure of or defect in products, materi- (specify temperature rating), Series or for products and components which als or components, whether the claim TY-B (specify Pendent or Upright) have been subject to misuse,improper is made in contract, tort, strict liability Sprinkler with (specify type of finish or installation, corrosion, or which have or any other legal theory. coating'), P/N (specify from Table C). not been installed, maintained, modi- fied or repaired in accordance with ap- This warranty will apply to the full ex- plicable Standards of the National Fire tent permitted by law.The invalidity,in Recessed Escutcheon: Protection Association, and/or the whole or part, of any portion of this Specify: Style (specify 10 or 40 ) Re- standards of any other Authorities warranty will not affect the remainder. cessed Escutcheon with(specify")fin- Having Jurisdiction. Materials found ish, P/N (specify"). by TFBP to be defective shall be either "Refer to Technical Data Sheet TFP770. repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor Sprinkler Wrench: authorizes any person to assume for it, Specify: W-Type 6 Sprinkler Wrench, any other obligation in connection with P/N 56-000-6-387. the sale of products or parts of prod- ucts.TFBP shall not be responsible for Specify: W-lype 7 Sprinkler Wrench, sprinkler system design errors or inac- P/N 56-850-4-001. curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under ©2007 TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 '(�cQ Fire & Building Products Technical Services:Tel:(800)381-9312/Fax: (800)791-5500 Series ELO-231 B — 11.2 K-factor Upright and Pendent Sprinklers Standard Response, Standard Coverage sentative of all possible corrosive at- General mospheres.Consequently,it is recom- mended that the end user be consulted Description with respect to the suitability of these - -�� corrosion resistant coatings for any , The 11.2 K-factor, Series EL0-231 B, given corrosive environment. The ef- Standard Response, Standard Cover- fects of ambient temperature,concen- age, Upright and Pendent Sprinklers tration of chemicals,and gas/chemical ":. kRef. Figure 1) are automatic sprin- velocity, should be considered, as a lers of the frangible bulb type. They minimum, along with the corrosive na- are "standard response - spray sprin- ture of the chemical to which the sprin- klers" that produce a hemispherical klers will be exposed. s __ water distribution pattern below the An upright intermediate level version deflector. of the Series ELO-231 B Sprinklers for 1 The 11.2 K-factor, ELO-231B Sprin- in-rack applications can be obtained klers were subjected to full scale,high- by utilizing the Series ELO-231 B Up- piled storage, fire tests to qualify their right Sprinkler with the WSG-2 Guard use in lieu of 5.6 or 8.0 K-factor stand- & Shield, and a pendent intermediate and spray sprinklers for the protection level version of the Series ELO-231 B `� _ of high-piled storage. Sprinklers can be obtained by utiliz- Higher flow rates can be achieved at ing the Series ELO-231B Pendent much lower pressures with the 11.2 Sprinkler with the WS-2 Shield.If there K-factor, ELO-231 B Sprinklers — is a possibility of the pendent interme- making their use highly advantageous diate level version being exposed to in high density applications, such as mechanical damage,a G-2 Guard can ! the protection of high-piled storage. be added. 1 Wax or lead coatings can be used to WARNINGS extend the life of the copper alloy com- The 11.2 K-factor, Series ELO-231B j ponents used in Series ELO-231B Upright and Pendent Sprinklers de- sprinklers beyond that which would scribed herein must be installed and _! otherwise be obtained when exposed maintained in compliance with this to corrosive atmospheres. Although document, as well as with the applica- wax, lead,and polyester coated sprin- ble standards of the National Fire Pro- klers have passed the standard corro- tection Association, in addition to the sion tests of the applicable approval standards of any other authorities hav- agencies, the testing is not repre- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- IMPORTANT ing their fire protection system and de- Always refer to Technical Data vices in proper operating condition. Sheet TFP700 for the "INSTALLER The installing contractor or manufac- WARNING" that provides cautions turer should be contacted with any RECEIVED with respect to handling and instal- questions. lation of sprinkler systems and com- �UN 3 Z0�8 ponents. Improper handling and in- Installation of Series ELO-2318 Pen- stallation can permanently damage dent Sprinklers in recessed escutch- a sprinkler system or its compo- eons will void all sprinkler warranties, nents and cause the sprinkler to fail as well as possibly void the sprinkler's COA PERMIT CENTER to operate in a fire situation or cause Approvals and/or Listings. it to operate prematurely. �� "s �t Page 1 of 6 MARCH, 2007 TFP342 Page 2 of 6 TFP342 SPRINKLER FINISH TYPE TEMPERATURE BULB NATURAL I CHROME LEAD WAX WAX LIQUID BRASS PLATED COATED COATED OVER LEAD UPRIGHT 155°F/68°C Red 3 (TY5151 200°F/93°C Green 1,2,3,4 ter' 286°F/141°C Blue 3 3(a) 155°F/68°C Red 3 PENDENT 200°F/93°C Green (TY5251 1,2,3,4 286°F/141°C Blue 3 3(a) NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL Listed). 2. Listed by Underwriters Laboratories, Inc.for use in Canada (C-UL Listed). 3. Approved by Factory Mutual Research Corporation (FM Approved). 4. Approved by the City of New York under MEA 291-04-E. (a).FM Approved for a maximum ceiling temperature of 150°F/66°C. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 11.2 K-FACTOR SERIES ELO-231 B UPRIGHT AND PENDENT SPRINKLERS (Refer to the Design Criteria Section) Model/Sprinkler Technical Design Criteria Identification Data UL and C-UL Listing Numbers royals pp Requirements Ap provals UL and C-UL Listed. FM and NYC Ap- The 11.2 K-factor, Model ELO-231 B(TY5151, TY5251 & TY5851) Sprin- TY5151 - Upright 11.2K, 3/4"NPT proved.(Refer to Table A for complete (TY5151, are to be installed in accordance TY5251 -Pendent 11.2K, 3/4"NPT approval information including corro- klerswith N re t 13 standard sprinkler accordance TY5851 -Upright 11.2K, 112"NPT sion resistant status. The approvals tion and area/density flow calculation TY5151 is a redesignation for C5151. posi- apply to the service conditions in.) tra hazard occupancies, as well as requirements for light, ordinary, or ex- TY5251 is a redesignation for C5251, Maximum Working Pressure high piled storage occupancies (solid G1871, and S2531. 175 12 psi ,1 bar) ) piled,palletized,rack storage,bin box, TY5851 is a redesignation for C5851. Discharge Coefficient and shelf storage including but not lim- K= 11.2 GPM/psil/2 ited to Class I-IV and Group A plastics) (161,4 LPM/bars/2) with a minimum residual (flowing) pressure of 7 psi (0,5 bar) for wet or Temperature Ratings dry pipe systems. Refer to Table A Finishes FM Approval Refer to Table A Requirements Physical Characteristics The 11.2 K-factor, Model ELO-231 B Frame . . . . . . . . . . . . . Bronze (TY5151, TY5251 & TY5851) Sprin- Cap . . . . . . . . . . . . . . Bronze klers are to be installed in accordance Sealing Assembly . . . with the applicable"control mode den- . . . Beryllium Nickel w/Teflont sity/area"guidelines provided by Fac- Bulb (5 mm dia.) . . . . . . . Glass tory Mutual. (FM guidelines may differ Compression Screw . . . . . Bronze from UL and C-UL Listing criteria.) Deflector. . . . . . . . . . . . Bronze t Registered trademark of DuPont, TFP342 Page 3 of 6 *Temperature rating is indicated on deflector. **Pipe thread connections per ISO 7/1 can be provided on 1/2"(12,7 mm) special request. NOMINAL MAKE-IN 3/4"** 1 NPT Components: 2 1 - Frame 2 - Seal 2-13/16" 3 Assembly (71,4 mm) WRENCH THREAD 3 - Cap P FLATS RELIEF 4 4 Bulb 5 - Compression 51, = Screw � 3/4"** _ 6 - Deflector* NPT j� NPT 6 7/16"(11,1 mm) [_ 1/2"(12,7 mm) NOMINAL MAKE-IN NOMINAL MAKE-IN UPRIGHT UPRIGHT PENDENT CROSS TY5851 TY5151 TY5251 SECTION FIGURE 1 11.2 K-FACTOR SERIES ELO-231B UPRIGHT-314"NPT(TY5151), UPRIGHT-112"NPT(TY5851),AND PENDENT-314"NPT(TY5251)SPRINKLERS Operation Installation "FITTING SIDE" TOWARDS SPRINKLER The glass bulb contains a fluid that The Series ELO-2316 Sprinklers must FITTING expands when exposed to heat.When be installed in accordance with the fol- the rated temperature is reached, the lowing instructions: fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to NOTES activate and water to flow. Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of WRENCH liquid from the bulb. With the sprinkler RECESS held horizontally, a small air bubble should be present. The diameter of the (END"A") air bubble is approximately 1116 inch (1,6 mm) for the 155*F/68*C to 3132 FIGURE inch (2,4 mm) for the 286°F/141°C W-TYPE 3 SPRINKLER temperature ratings. WRENCH A leak tight 314 inch NPT sprinkler joint should be obtained with a torque of 10 installed in the pendent position, and to 20 ft.lbs. (13,4 to 26,8 Nm).A maxi- upright sprinklers are n be installed in mum of 30 ft.lbs. (40,7 Nm) of torque the upright position. is to be used to install sprinklers with 314 NPT connections. A leak tight 112 Step 2. With pipe thread sealant ap- inch NPT sprinkler joint should be ob- plied to the pipe threads, hand tighten tained with a torque of 7 to 14 ft./bs. the sprinkler into the sprinkler fitting. (9,5 to 19,0 Nm). A maximum of21 ft. Step 3. Tighten the sprinkler into the lbs. (28,5 Nm)of torque may be used sprinkler fitting using only the W-Type to install sprinklers with 112 NPT con- 3 Sprinkler Wrench (Ref. Figure 2), nections. Higher levels of torque may except that an 8 or 10 inch adjustable distort the sprinkler inlet and cause Crescent wrench is to be used for wax leakage or impairment ofthe sprinkler. coated sprinklers. With reference to Do not attempt to make-up for insuffi- Figure 1, the W-Type 3 Sprinkler cient adjustment in the escutcheon Wrench or the adjustable Crescent plate by under-or over-tightening the wrench, as applicable is to be applied sprinkler. Readjust the position of the to the wrench flats. sprinkler fitting to suit. When installing wax coated sprinklers The Series ELO-231B Upright and with the adjustable Crescent wrench, Pendent Sprinklers must be installed additional care needs to be exercised in accordance with the following in- to prevent damage to the wax coating structions. on the sprinkler wrench flats or frame Step 1. Pendent sprinklers are to be arms and, consequently, exposure of Page 4 of 6 TFP342 bare metal to the corrosive environ- It is recommended that automatic ment. The jaws of the wrench should Care and sprinkler systems be inspected, be opened sufficiently wide to pass tested, and maintained by a qualified over the wrench flats without damag- Maintenance Inspection Service in accordance with ing the wax coating. Before wrench local requirements and/or national tightening the sprinkler,the jaws of the Series ELO-231 B Sprinklers must be code. wrench are to be adjusted to just con- maintained and serviced in accord- tact the sprinkler wrench flats. After ante with the following instructions: Limited wrench tightening the sprinkler,loosen the wrench jaws before removing the NOTES Warranty wrench. Before closing a fire protection system After installation, the sprinkler wrench control valve for maintenance work on the fire protection system that it con- Products manufactured by Tyco Fire& flats and frame arms must be in- trols, permission to shut down the af- Building Products (TFBP) are war- spected and the wax coating re- fected fire protection system must be ranted solely to the original Buyer for touched(repaired)whenever the coat- obtained from the proper authorities ten(10)years against defects in mate- ing has been damaged and bare metal and all personnel who may be affected rial and workmanship when paid for is exposed. The wax coating on the by this action must be notified. and properly installed and maintained wrench flats can be retouched by gen- under normal use and service. This tly applying a heated 1/8 inch diameter Sprinklers that are found to be leaking warranty will expire ten (10) years steel rod to the areas of wax that have or exhibiting visible signs of corrosion from date of shipment by TFBP. No been damaged,to smooth it back over must be replaced. warranty is given for products or com- areas where bare metal is exposed. Automatic sprinklers must never be ponents manufactured by companies painted, plated, coated or otherwise not affiliated by ownership with TFBP NOTES altered after leaving the factory. Modi- or for products and components which Only retouching of the wax coating ap- fied sprinklers must be replaced. have been subject to misuse,improper plied to the wrench flats and frame Sprinklers that have been exposed to installation, corrosion, or which have arms is permitted, and the retouching corrosive products of combustion, but not been installed, maintained, modi- is to be performed only at the time of have not operated,should be replaced fied or repaired in accordance with ap- the initial sprinkler installation. if they cannot be completely cleaned plicable Standards of the National Fire The steel rod should be heated only to by wiping the sprinkler with a cloth or Protection Association, and/or the the point at which it can begin to melt by brushing it with a soft bristle brush. standards of any other Authorities the wax, and appropriate precautions Care must be exercised to avoid dam- Having Jurisdiction. Materials found need to be taken, when handling the age to the sprinklers—before,during, by TFBP to be defective shall be either heated rod, in order to prevent the repaired or replaced, at TFBP's sole p and after installation. Sprinklers dam- option. TFBP neither assumes, nor installer from being burned. aged by dropping, striking, wrench twist/slippage, or the like, must be re- authorizes any person to assume for it, If attempts to retouch the wax coatingany other obligation in connection with with complete coverage are unsuc- placed.Also,replace any sprinkler that the sale of products or parts of prod- cessful,additional wax can be ordered has a cracked bulb or that has lost ucts.TFBP shall not be responsible for in the form of a wax stick the end of liquid from its bulb (ref. Installation ( sprinkler system design errors or inac- which is color coded). Only the correct Section Note). curate or incomplete information sup- color coded wax is to be used, and Frequent visual inspections are rec- plied by Buyer or Buyer's repre- retouching of wrench flats and frame ommended to be initially performed for sentatives. arms is only permitted at the time of corrosion resistant sprinklers,after the In no event shall TFBP be liable, in initial sprinkler installation. With the installation has been completed, to steel rod heated as previously de- contract, tort, strict liability ci under scribed, touch the rod to the area re- verify the long term potential integrity any other legal theory, for incidental, uiib additional wax with the rod re- of the sprinkler coatings. Thereafter, indirect,special or consequential dam- q g annual inspections per NFPA 25 ages, including but not limited to labor gled downward, and then touch the should suffice; however, instead of in- charges, regardless of whether TFBP wax stick to the rod approximately specting from the floor level,a random was informed about the possibility of one-half inch away from the area re- sampling of close-up visual inspec- such damages, and no event shall quiring retouching. The wax will melt tions should be made, so as to better TFBP's liability exceed an amount and run down onto the sprinkler. determine the exact sprinkler condi- tion and the long term integrity of the equal to the sales price. corrosion resistant coating, as it may The foregoing warranty is made in lieu be affected by the corrosive conditions of any and all other warranties, ex- present. press or implied. including warranties The owner is responsible for the in- of merchantability and fitness for a 2 r- spection, testing, and maintenance of titular{purpose. their fire protection system and de- This limited warranty sets forth the ex- vices in compliance with this docu- clusive remedy for claims based on ment, as well as with the applicable failure of or defect in products, materi- standards of the National Fire Protec- als or components, whether the claim tion Association (e.g., NFPA 25), in is made in contract, tort, strict liability addition to the standards of any other or any other legal theory. authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. TFP342 Page 5 of 6 Ordering P/N 50 - XXX - X - XXX Procedure A Part Number (PIN) is not specified when ordering sprinklers with thread connections per ISO 7/1. Contact your local distributor for avail- F1SPRINKLER ability. TEMPERATURE Sprinkler Assemblies I TYPE 1 NATURAL BRASS RATING with NPT Thread Connection: 510 UPRIGHT 9 CHROME PLATED 155 155°F/68°C Specify: (specify SIN), 11.2 K-factor, 3/4"NPT (specify temperature rating), Series (TY5151) 6 WAX COATED 200 200°F/93°C ELO-231B Standard Response(spec- ify Pendent or Upright) Sprinkler with 512 PENDENT 7 LEAD COATED 286 286°F/141°C (specify finish), P/N (specify from Ta- 3/4"NPT ble B). (TY5251) 8 WAX OVER LEAD Sprinkler Wrench: 501 UPRIGHT Specify: W-Type 3 Sprinkler Wrench, 1/2"NPT P/N 56-895-1-001. (TY5851) Wax Sticks: TABLE B (for retouching wrench damaged PRODUCT SYMBOL NUMBER SELECTION wax coating) 11.2 K-FACTOR SERIES ELO-231B Specify: (Specify color) color coded STANDARD RESPONSE UPRIGHT AND PENDENT SPRINKLERS Wax Stick for retouching (specify tem- perature rating)temperature rated Se- ries ELO-231 B Sprinklers, PIN (spec- ify). Red for155T............. PIN 56-065-1-155 Blue for 200°F and 286°F................. PIN 56-065-1-286 NOTES Each wax stick is suitable for retouch- ing up to twenty-five sprinklers. The wax used for 286°F sprinklers is the same as for 200°F sprinklers, and, therefore,the 286°Fsprinkler is limited to the same maximum ceiling tempera- ture as the 200°F sprinkler (i.e., 150°F). Page 6 of 6 TFP342 TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale, Pennsylvania 19446 b1d20080148 -bfecht Page 1 of 1 BLD - Building Permit Ver: 2008B Priority: i #BLD20080148 owner: JABBATARE HANGER#8-ARLINGTON AIR status: JISSUED address: 117713 48TH DR,ARLINGTON post date: 6/3/2008 data screens: I Select Screen... _f functions: Select Permit Function.. -J Fire Sprinkler REVIEWS Add Review Remove Review Print (J Review � Description �I , �( t V/) Done? I ASSIGN 1000 P-Cross Conn Premise Isolation G ww�\ + S _ Y ASSIGN 1026 P-Utilities Fees R; Y ASSIGN 1028 P-Water _ Ei I /L/Vx�/ Y ASSIGN 1032 P-Utilities I Ll l` Y ASSIGN 1034 l P-Utilities II G Y ASSIGN 2000 C-Building I SE Y ASSIGN ,,�2002 REVISION TO APPROVED P . C` N �j ASSIGN 2008 C-Community Development I AF Y i ASSIGN 2010 REVISION TO APPROVED P... BF N I ASSIGN ✓3004 X-Fire TC uuHEH 8/25/20081 2 Y N ASSIGN 4000 O-Fire Consultant JTRACY ^6/17/20081 2 Y` Y I ASSIGN vk� http://coaweb2/permittrax/PermitTraxMain/wfPermitConsoleReviews.aspx?CONID=PT-L... 8/11/2008 b1d20080148 - bfecht Page 1 of 1 BLD - Building Permit Ver: 2008B Priority: FN;;—a7Z-j #BLD20080148 - owner: JABBATARE HANGER#8-ARLINGTON AIR status: JISSUED address: 117713 48TH DR.ARLINGTON post date: 6/3/2008 data screens: Select Screen... functions: Select Permit Function... - Fire Sprinkler REVIEWS Add Review Remove Review= Print Close Review _ Description Assigned To Due Date (#) Req? Done? 1 ASSIGN 1000 P-Cross Conn Premise Isolation GTARARAN 6/13/2008 1 Y Y J ASSIGN 1026 P-Utilities Fees RSHEPARD 6/17/2008 1 Y Y ^) ASSIGN 1028 P-Water EANDERSON 6/13/20081 1 Y Y ASSIGN 1032 P-Utilities I LTAYLOR 6/17/2008 1 Y Y ASSIGN 1034 P-Utilities II GSCHLAGEL� 6/13/2008 1 Y Y ASSIGN 2000 C-Building I SBLACK 6/17/2008 1 Y Y ASSIGN 2002 REVISION TO APPROVED P - CYOUNG 8/25/2008 0 Y N ASSIGN 2008 C-Community Development I ARUSKO 6/17/2008 1 Y Y ASSIGN 2010 REVISION TO APPROVED P... BFECHT 8/25/2008 0 — Y N ASSIGN 3004 X-Fire _ TCOOPER 8/25/2008 2 Y IN ASSIGN 4000 O-Fire Consultant JTRACY 6/17/2008 2 Y Y I ASSIGN http://coaweb2/permittrax/PermitTraxMain/wfPermitConsoleReviews.aspx?CONID=PT-L... 8/11/2008 Commercial Fire Protection Inc Transmittal P. O.Box 128 17199 Bennett Road Date: 08-05-2008 Mt.Vernon WA 98273-9789 360 848-9093 License: COMMEFP 132 MM /7 ?/-S � . To: City of Arlington Project: 2008107 238 N Olympic Ave Abbatare Hangar 8 Arlington WA 98223 —+7647-4-9th-Wace— Arlington WA 98223 Prepared By: Item Quantity Description Notes Re:Abbatare Hangar 8 Fire Sprinklers-Amended Permit Drawings and calculations for Spray Area. THE WEST SIDE OF HANGAR#8 IS A 4,800 SQUARE FOOT SPRAY AREA AND INCLUDES THE AREA BETWEEN GRID 1 -5 AND EXTENDS 60'EAST OF GRID Q. NFPA 33 DESIGN CRITERIA IS EXTRA HAZARD GROUP 2 (NFPA 33 7.2.1.).THE ORIGINAL DESIGN OF THIS AREA IS EXTRA HAZARD GROUP 2. REVISIONS TO THE ORIGINAL EXTRA HAZARD GROUP 2 DESIGN HAVE BEEN MADE TO COMPLY WITH THE 2000 NFPA 33"STANDARD FOR APPLICATION USING FLAMMABLE OR COMBUSTIBLE MATERIALS: - SQUARE FOOT COVERAGE PER SPRINKLER HEAD-MAXIMUM 90 SQUARE FOOT PER HEAD COVERAGE(NFPA 33 APPENDIX A7.2.4). -CONTROL VALVE-A SEPARATE CONTROL VALVE FOR THIS SPRAY AREA(NFPA 33 7.2.4) IS PROVIDED AT THE RISER. - SPRINKLER HEAD TEMPERATURES- USE LOWER HEAD TEMPERATURES (155 DEGREE) PER ADVISORY COMMENTS, NFPA 33 APPENDIX A7.2.4. - REMOTE AREA SIZE INCREASED TO 2500 SQUARE FEET-REMOVE HIGH TEMPERATURE SPRINKLER HEAD REDUCTION AND INCREASE REMOTE AREA SIZE FROM 2,000 SQUARE FEET TO 2,500 SQUARE FEET. ADDITIONAL REVISIONS TO DRAWING: - INCREASE DENSITY IN SHIPPING AREA FROM 0.10 LIGHT HAZARD TO 0.20/158 S.F. (ENTIRE AREA)WITH 250 GPM OUTSIDE HOSE STREAM AND ADD REMOTE AREA#5. -CHANGE RISER TO WEST END OF BUILDING (RECEIVED RN E"V MUu f / LUUtf C OA PERMIT OI" ER 61) 226omv$ - Please sign and date this form as proof that you are in receipt of the above listed items. Return form to Commercial Fire Protection Inc Signed: Date: w: T L CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 ` i PHONE:(360)403-3421 Permit #: BLD20080148 BUILDING PERMIT Project Address: 17713 48TH DR, ARLMGTON Parcel No: PROPOWNERERTY O' ABBATARE HANGER 48 COMMERCIAL FIRE PROTECTION INC COMMERCIAL FIRE PROTECTION INC 17617 49TH DR NE PO BOX 128 PO BOX 128 ARLINGTON,WA 98223 MOUNT VERNON,WA 98273 MOUNT VERNON,WA 98273 Phone: Phone:360.848.9093 LICENSE#:COMMEFP132MM EXP:12/31/2008 Email: Email:dells cfirc ro.com PLUMBING ( ONTRACTOR MECHANICAL CONTRACTOR Lie#: Ex*': Lic#: Ex . I DESCRIPTION INSTALLATION OF NEW FIRE SPRINKLER SYSTEM IN HANGER#8(ALSO KNOWN AS LOT C AND D) REVISIONS to the SPRAY AREA-see approved plans dated 8-15-08 SB. VALUATION: $42,000 PERMIT TYPE:Coi nnercial PERMIT GROUP:Fire Sprinkler NUMBER OF STORIES II TYPE OF CONSTRUCTION: NUMBER OF DWELLINI�UNITS:0 OCCUPANT GROUP: CODE:2006 OCCUPANT LOAD: ,".NISTING AREA PROPOSED BASEMENT 0 1 ST FLOOR:0 MD FLOOR:0 BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONT SETBACK SIDE SETBACK REQUIRED: PROPOSED: RE UIRED: PROPOSED: RE UIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O RE UIRED: PROPOSED: SETBACK NOTES: PERMIT APPROVAL I AGREE TO COMPLY\\MITI-I CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON NVILL RL EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. Print Name Date Released By Dakfe ATTENTION IT IS U NLAWf UL TO 1'SI-OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED,UBC]09/IBC110/IRC]I0. ARCHIVE APPLICANT ASSESSOR OTHER i .r � , BLD20080148 CONDITIONS • Lot line stakes must be in place at the time of foundation/setback inspection. • Installation,use and maintenance of equipment and components shall be per manufacturer's specifications,installation instructions, and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector. • Hose Bibbs(exterior faucets)are required to have a permanently affixed anti-siphon device installed. • In addition to the required pressure/relief valve, an approved listed expansion tank shall be installed on all hot water tanks. Per UPC 608. • Type B or L vent connectors required on fuel-burning appliances passing through unheated spaces.Per IMC 803.2 • Obtain Electrical Permit from State Department of Labor&Industries. • Pursuant to UPC 605.2 a water service shutoff shall be installed on the water line as it enters the building. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure.Check the job card for all required City inspections including final project approval and final occupancy inspections. • Provide combustion air per IMC for commercial and multi-family residential installations, and IRC for one and two-family dwellings. • A pressure regulator valve(PRV)shall be installed near the water shutoff. • Provide 2A:1 OB:C portable fire extinguishers at locations as noted on approved plans. • Final Locations of illuminated exit signs&emergency lighting subject to field inspection by the Building Official. • Request final Fire Department Inspection(360)403-3607. • New and existing buildings shall have approved address numbers,building numbers or approved building identification placed in a position that is plainly visible from the street or road fronting the property. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be legible from the public way,at least 4 inches high with a''/z inch min.stroke width on a contrasting background. • Call for locates of underground utilities 2 business days prior to any excavation. 1-800-424-5555 • Call for required inspections as noted and prior to backfill. PERMIT FEES Description x Fee Amount Paid Balance Due C-Plumbing Permit Fee $0.00 $0.00 $0.00 C-Mechanical Permit Fee $0.00 $0.00 $0.00 Inspection/flush $340.40 ($340.40) $0.00 Hydro $340.40 ($340.40) $0.00 C-Building Plan Review Fee $390.16 ($390.16) $0.00 Plan review fee for Revisions $194.84 $0.00 $194.84 Total Due: $1,265.80 ($1,070.96) $194.84 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL 1 ' INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling fur:in inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being re(low,i rd,Ctitwict Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • C-FootinLs C-Found:o;on Wall • C-FounLi.ition Drainage • C-Plumb Ground Work • C-Plumb Rough In • C-Gas Test/Pipe �.� I • C-Equipment-Mechanical • C-Shear Nailing-Exterior • C-Ceiling Grid • C-Framing, • C-WalllnsUlatlon/Caulk • C-Sheetrock Nail • C-Building Final • F-Fire Final • C-Underfloor • C-Gas Piping Groundwork 1 I Commercial Fire Protection Inc Transmittal P.O.Box 128 17199 Bennett Road Date: 08-05-2008 Mt.Vernon WA 98273-9789 360 848-9093 License: COMMEFP 132 MM To: City of Arlington Project: 2008107 S`�arx 238 N Olympic Ave Abbatare Hangar 8 1721,3 Arlington WA 98223 Arlington WA 98223 Prepared By: Item Quantity Description Notes Re:Abbatare Hangar 8 Fire Sprinklers-Amended Permit Drawings and calculations for Spray Area. THE WEST SIDE OF HANGAR#8 IS A 4,800 SQUARE FOOT SPRAY AREA AND INCLUDES THE AREA BETWEEN GRID 1 -5 AND EXTENDS 60' EAST OF GRID Q. NFPA 33 DESIGN CRITERIA IS EXTRA HAZARD GROUP 2 (NFPA 33 7.2.1.).THE ORIGINAL DESIGN OF THIS AREA IS EXTRA HAZARD GROUP 2. REVISIONS TO THE ORIGINAL EXTRA HAZARD GROUP 2 DESIGN HAVE BEEN MADE TO COMPLY WITH THE 2000 NFPA 33"STANDARD FOR APPLICATION USING FLAMMABLE OR COMBUSTIBLE MATERIALS: -SQUARE FOOT COVERAGE PER SPRINKLER HEAD-MAXIMUM 90 SQUARE FOOT PER HEAD COVERAGE (NFPA 33 APPENDIX A7.2.4). -CONTROL VALVE-A SEPARATE CONTROL VALVE FOR THIS SPRAY AREA(NFPA 33 7.2.4) IS PROVIDED AT THE RISER. -SPRINKLER HEAD TEMPERATURES- USE LOWER HEAD TEMPERATURES (155 DEGREE) PER ADVISORY COMMENTS, NFPA 33 APPENDIX A7.2.4. - REMOTE AREA SIZE INCREASED TO 2500 SQUARE FEET- REMOVE HIGH TEMPERATURE SPRINKLER HEAD REDUCTION AND INCREASE REMOTE AREA SIZE FROM 2,000 SQUARE FEET TO 2,500 SQUARE FEET. 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