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6010 199th St Ne_BLD257_2026
BUILDING INSPECTION REPORT — Fire Sprinkler Permit No. 257 Address: 6010 199th St. Contractor: Smith Fire Systems Owner: Arlington Land Holdings Date: 4/18/2014 All APPROVAL f_^] PARTIAL APPROVAL C.-1 CORRECTION ❑ OTHER INSPECTION: Sprinkler Acceptance Test FIRE SPRINKLER: N HEADS: N FACP ACCESS: N SPARE HEADS: N SPRINKLER ROOM ACCESS: N DOUBLE CHECK: N PIPING: N HYDRO: N SUPPORTS: N FLOW: N CONCEALED SPACES: ❑ TAMPER: N ANNUNCIATION: N ALARM/BELL: N Date: 4/18/2014 Inspector: YOUNG .; 1 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:6010 199th Street NE Permit#:257 Parcel#:00746300000800 Valuation: ` oco OWNER APPLICANT CONTRACTOR Name:ARLINGTON LAND HOLDINGS LLC Name:Smith Fire Systems Name:Smith Fire Systems Address: PO BOX 1600 Address: 1 106 54th Avenue E Address: 1 106 54th Avenue E City,State Zip:ORTING,WA 98360 City,State Zip:Tacoma,WA 98424 City,State Zip:Tacoma,WA 98424 Phone: Phone:253-248-2667 Phone:253-248-2667 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION 1 j PERMIT TYPE: Fire Sprinkler CODE YEAR: 2012 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL 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. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED, 1BC110/1RCI10. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the Ci v f Arlin g on must be repo ted on your sales tax return fo i and coded City f Arlington 43101. 2 v�rG��� G,i,le, Z/� 3 Signature Print Name Date Release 3y Date CONDITIONS System required to be monitored for flow and tamper- Central Station. Detector and pull station required in riser room. THIS PERMIT AUTHORIZS 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 PERMIT FEES Date Description Fee Amount 12/13/2013 Fire Review Fee $100.00 12/13/2013 Fire Sprinkler Fee $683.84 Total Due: $783.84 Total Payment: $0,00 Balance Due: $783.84 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon r Permit Information Date 12/5/2013 Permit Number 257 _ Project Name Scott Galvanizing Applicant Name Smith Fire Systems Applicant Address 1106 54th Avenue E City,State,Zip Tacoma,WA 98424 Contact Jason Juhl Phone 253-248-2667 Email jjuhl@smithfire.com Permit Type Fire Sprinkler Site Address 6010 199th Street NE Valuation 38256.00 Status Applied Permit Issued _ Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Assigned To Launa Peterson Property Information Owner Information Parcel#:00746300000800 ARLINGTON LAND HOLDINGS LLC ARLINGTON LAND HOLDINGS LLC PO BOX 1600 6010 199TH ST NE ORTING,WA 98360 Contractors Contractor.Name Primary Contact Phone Email Contractor Type License License# SMITH FIRE SYSTEMS JJason Juhl 1253-926-1880 jjuhl@smithfire.com CONTRACTOR Labor&Industries ISMITHFS1360T Review _ Date Type Description Target Date Completed Date Assigned To Status 12/5/2013 Fire Sprinkler 12/13/2013 Chns Young In Review 12/5/2013 Fire Sprinkler 112/13/2013 Tom Cooper In Review 12/5/2013 Fire Sprinkler 12/13/2013 Launa Peterson Assigned 12/5/2013 Fire Sprinkler 12/13/2013 PW-CCC-Rev In Review 12/5/2013 1 Fire Sprinkler 1 12/13/2013 1 PW-Wat-Rev In Review Notes Date Note 12/5/2013 Plans are available for review in the Permit Center plan review room. Uploaded Files I Upload Fite I Date IFile 12/5/2013 1 BLD-257.pdf I Delete FIRE SPRINKLER PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3551 • FAX (360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY FOUR(4) SETS OF COMPLETE AND SCALED PLANS, THREE (3) SETS OF HYDRALIC CALCULATIONS, THREE(3) 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 (ED Fire Sprinkler Add/Alt ([3 Underground Fire Line Project Address: SE coroef of 1911*' U IVF 6V4 ARI N E. Parcel ID#: Z000o 4ZlS ODZ Project Valuation: .1 Do Number of Heads: _ �S� Building Area (Sq Ft): Owner: Ayhoc'4y1 doi iou S LLCJ Phone Number: Address: TO ?QX I ioo0 City: Of State: W# Zip Code: g6360 Contact Person: V � �U Phone Number: Z45-�) Z Z y 1 ��� Cell Phone: JA Fax: 25 g 12I(q E-mail ( ,Ci,�,a� �/'C ,colu Address: 1(0110 L59F4 &e_ City: I kCRLl-� State I #)A- Zip Code: TA i2-q Contractor: S IM 14 Fl re- Phone Number: 25'4 q Z� " 11W Address: i0o C24A AVe ' E City: Ta01144- State: A Zip Code: 18(1" Contractor's License Number: S41-r E l (a 0 r Expiration: + / Z ZUI I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property ill be in ccordance with the laws, rules and regulation of the State of Washington. )2/;?//3 pplic is Signature Date AlltiP STo�� Print Applicants Name r FOR STAFF USE ONLY DEC 0 5 2013 Permit# Acce ed Amount Received Receipt# COkENWarinq[loot WEB Forms-131 Page 1 of 1 7/10CJY r HT�g LETTER OF TRANSMITTAL FIRE SYSTEMS, INC 1106 - venue E SM-IT-HF-S1360T Tacoma, Washington 98424 PH (253) 926-1880 FX: (253) 926-2350 DATE: 12/2/2013 TO: City of Arlington RE: Scott Galvanizing Arlington, WA 98223 Arlington, WA 98223 ATTN: Plan Review JOB NO.: NC13003 PLEASE FIND ATTACHED THE FOLLOWING ITEMS: NO. DESCRIPTION 4 Fire Sprinkler Plans 3 Hydraulic Calculations 3 Earthquake Bracing Calcualtions 3 Equipment Data Sheets �Zt41114 ale s IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. THESE ARE TRANSMITTED FOR: Approval REMARKS: COPY TO: SIGNED: Bulletin 013 Rev. I m c ■� ® Models F1 Series - [I 11abi Standard Response o Standard Spray Model F156 Sprinkler Types Standard Upright '�'`� Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall Model F156 Recessed Sprinkler Types Upright Pendent Conventional Pen dent/F 1/F2/FP Horizontal Sidewall Model F142, F1 XLH & F128 Sprinkler Types Standard Upright Standard Pendent Model F142, F1XLH & F128 Recessed Sprinkler Vertical Sidewall Horizontal Sidewall Recessed Types Pendent/F 1/F2 Pen dent/F 1/F2/FP Approval Organizations 1. Underwriters Laboratories Inc. and certified for Canada (cULus) ' 1 2. Factory Mutual Approvals(FM) 3. Loss Prevention Council (LPCB, UK) 4. VdS Schadenverhutung GmbH Recessed Recessed XLH Upright UL Listing Category Horizontal Sidewall Pendent/FP Sprinklers,Automatic&Open(VNIV) Product Description The F156, F142, F1XLH & F128 Series Glass Bulb Sprinkler combines the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. XLH Pendent XLH Recessed XLH Recessed Whether installed on exposed piping or in an office ceil- Pendent F1/F2 Pendent FP ing, it is functional and attractive. The F156, F142, F1XLH & F128 Series Automatic Sprin- Beautifully versatile is the description for the Reliable kler utilizes a 5.0 mm frangible glass bulb.The glass bulb Models F156, F142, F1XLH & F128 Series Recessed consists of an accurately controlled amount of special glass bulb sprinkler. Recessing the F156, F142, F1XLH& fluid hermetically sealed inside a precisely manufactured F128 Series enhances its already low profile decorative glass capsule.This glass bulb is specially constructed to appearance, and facilitates a rapid and perfect installa- provide fast thermal response. tion. At normal temperatures, the glass bulb contains the The recessed escutcheon of the Models F156, F142, fluid in both the liquid phase and in the vapor phase.The F1XLH & F128 are highly adjustable. The two piece con- vapor phase can be seen as a small bubble. As heat is struction makes field installation a very easy and rapid applied, the liquid expands forcing the bubble smaller task. This also allows ceiling panels to later be removed and smaller as the liquid pressure increases. Continued without shutting down the fire protection system, thus fa- heating forces the liquid to push out against the bulb, cilitating maintenance of above ceiling services. causing the glass to shatter, opening the waterway and RECEIVE® allowing the deflector to distribute the discharging water. The F156, F142, F1XLH & F128 Series Sprinkler tem- perature rating is identified by the color of the glass bulb capsule as well as frame color where applicable. C0AEr49e48NRW6omatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 i r _ �� I' :` _! Y� . ` •�. - Pin tle (XL H On ly) Deflector Load Screw Washer Bulb From e Cup 01JFG04 Model F142,F1XLH Upright Technical data: _ Max. Min. Models Discharge Coefficient Response Thread Working Working Temperature Finish Size Pressure Pressure Rating F156 K 5.6 F142 1/2" NPT See See F1XLH K 4.2 Standard (R1/2) 175 PSI 7 PSI 'Temperature "Finish Table" Ratings"Table F128 I K 2.8 Material Data: Frame Deflector Load Screw Pintle Cup Washer Bulb CDA Alloy 260, CDA Alloy 360 CDA Alloy 360 CDA Alloy 651 Nickel Alloy 440 or Alloy 360 DZR Brass CDA Alloy 220 or or or coated with PTFE Adhesive Glass QM Brass or CDA Alloy 544 CDA Alloy 544 CDA Alloy 693 Tape CDA Alloy 510 2. Model F156, Upright, Pendent & Conventional Sprinklers Model F142, F1XLH & F128 Upright & Pendent Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Thread Nominal K Factor Sprinkler Approval Sprinkler Identification Number Orifice Size Height Organization SIN T IUS Metric Uri ht Pendent Standard-U ri ht SSU and endent Deflectors Marked to Indicate Position 1 2" 15mm) 1 2"NPT R1 2 5.6 80 2.25" 57mm 1 2 3 4 RA1325(2)(3)(5) RA1314(2)(3)(5) 7 16" 10mm 1 2"NPT R1 2 4.2 60 2.25" 57mm 1 RA1323(2) RA1313 3 8 10mm 1 2"NPT R1 2 2.6 40 2.25" 57mm 1.2 RA13?1(2) RA1311 Conventional-Install in Upright or Pendent Position 15mm 1 2"NPT R1 2 5.6 1 80 1 57mm 3.4 RA1375(5) (')Refer to Bulletin 024 for Special Response Sprinklers(F1 S5-56) (2)cULus Listed corrosion resistant(Polyester coated)sprinkler. I (3)Polyester coated FM Approved sprinkler. (4)----- (5)Polyester coated LPCB&VdS approved sprinkler RA1325, RA1314&RA1375. w Upright Pe)Idea d Conventional Model F156, F142, F1XLH & F128 Recessed Pendent Sprinklers0) Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Thread K Factor Sprinkler Sprinkler Identification Number Orifice Size US Metric Hei ht SIN 1 2" 15mm 1 2"NPT R1 2 5.6 80 2.25" 57mm RA1314 7 16" 10mm 1 2"NPT 191 2 4.2 60 2.25" 57mm RA1313 3/8" 10mm 1/2"NPT R1/2 2.8 40 2.25" 57mm RA1311 Refer to escutcheon data table for approvals&dimensions V"m r— �-1 I I-x I/a"REDUCER r ---------- I'1 I/]'RLq/CCR HOLE IN CEILING r .i,CKSro.v1� r [Lff COC WUCNsIox ]5/Ifi"ON (56]mm] -�—� w wf I Oi rNxGN' LUP I r i r �. TDM<x MuuCRECCSS=IY;.mm] 1 J � M R(Cf55 J/BTRSmm] MAW fACC Of flI11NG �jr�.��` f AFa ICSCu)cxfDN � Ig a=M-f=L _ r M.xm J/.TrAlur.A =J/BYs.5mm1 l\tt. �0 MIMMUM RECESS= I125. ] ylvuMdr (I CSCUTc Iro. Y IYtYpl1 RECESS- Y12.]mm] lJamml iau�YMUM Rfcrss=,-s/e7.�Jmml I AT .R IaoYwIM"S s/16T,43mm] Al MAYIMUM RECESS 6 J V]Y50. j J T UM CCESS= I%]5.�mm] MwiMUM RfCCsS= BY.�]mm AQIUSCMCM 1 s 3 I/A"0K r 2 71JI (Rz.Rmm] 01]rcOK RECESSED PENDENT W/t) OR r2 ESCUTCHEON RECESSED PENDENT W/FP ESCUTCHEON m o]e K�r(A RVI/Y YYRiOKD M111 II Ixwrara 'SPR/NRLER NOT FM APPROVED WIlN FP ESCUiCNEON Model F156, F142, F1XLH &F128 F1 or F2 Model F156, F142, F1XLH&F128 FP 3 1 Model F156 Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy U.S. Patent No. 6,374,920 Sprinkler Type Deflector to Ceiling Distance (Min.-Max.) Upright 4"(102mm)- 12"(305mm) Pendent 4"(102mm)- 12"(305mm) Installation Data: Vertical Sidewall Nominal K Factor Sprinkler Nominal Thread Size - Sprinkler Approval�'� Identification Orifice US Metric Height Organizations Numbers(SIN) 'h"(15mm) '/2"NPT(R1/2) 5.6 8.0 2.25"(57mm) 1.2,3 RA1385(' zus (1)LPC Approval is pendent only,57°C through 141°C ratings. (2)cULus Listed corrosion resistant(Polyester coated)sprinkler. (1)cULus Listed&FM Approved corrosion resistant for lead,wax and wax over lead. Model F156 Horizontal Sidewall Sprinkler Deflector:HSW Installation Wrench:Model D Sprinkler WrPnrh FACE OF FI171NG TO FACE OF CEILING DIMENSION F1 ESCUTCHEON _ AT MAXIMUM RECESS= I[25.4mm] AT MINIMUM RECESS=3/e[9.5mm] F] T H ON 2 ESCUTCHEON F CE'� MAXIMUM AT MINMUM RECESS=2-1/16[52.4mm] AT MAXIMUM RECESS= 3/4[19mm] F2 ESCUTCHEON AT MINIMUM RECESS= 3/e'[9.Smm] AT MAXIMUM RECESS= 1-5/8[41.3mm) 2 1/4"HOLE OIA I�. AT MINIMUM RECESS= 2-1/16'[524mm] [57.2mm] I"X 1/2"REDUCER 6mm-J04.8mmJ 149.2m 1 1 "Al— � 2 27/J2"DIA CEILING TO� (72.2rmm] DEFLECTOR TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER C1JSCUIC/KON WRENCH BOSS. 3/9'[19mm1 ADJUSTMENT F2 ESCUTCHEON 1/2'T12.7mm]ADJUSTMENT RECESSED HSW W/Ft OR F2 ESCUTCHEON (1)EM APPROVED FOR 4"- 6"[101.6MM- 152.4MM]CEILING TO DEFLECTOR. Horizontal Sidewall Note: For Recessed HSW Sprinklers use installation wrench GFR2. FM and cULus permits use with F1 or F2 escutcheons for I "Light Hazard" only. Installation Data:Horizontal Sidewall _l Nominal K Factor Sprinkler Approval Organizations Height ppSprinkler Nominal Orifice Thread Size Identification US Metric Light Hazard Ordinary Numbers(SIN) Hazard 112"(15mm) 112"NPT(R112) 5.6 80 1 2.63"(67mm) 1.2 1 RA13350 Zx3 cULus Listed corrosion resistant(Polyester coated)sprinkler. (2)CULus Listed&FM Approved corrosion resistant for lead,wax and wax over lead. (9)Polyester coated FM approved sprinkler. 4. i Application Maintenance Model F156,F142,F1XLH,F128&Model F156,F142,F1XLH& The Model F156, F142, F1XLH & Model F156, F142, F1X- F128 Recessed sprinklers are used in fixed fire protection systems: LH & F128 Recessed Sprinklers should be inspected and Wet,Dry,Deluge or Preaction. Care must exercised that the orifice the sprinkler system maintained in accordance with NFPA size,temperature rating,deflector style and sprinkler type are in ac- 25. Do not clean sprinklers with soap and water, ammonia cordance with the latest published standards of the National Fire or any other cleaning fluid. Remove any sprinkler which has Protection Association or the approving Authority Having Jurisdic- been painted (other than factory applied) or damaged in tion Installation. any way. A stock of spare sprinklers should be maintained Installation to allow quick replacement of damaged or operated sprin- Model F156,F142,F1XLH&F128 Series sprinklers are standard klers. Prior to installation, sprinklers should be maintained response sprinklers intended for installation as specified in NFPA in the original cartons and packaging until used to minimize 13.They must also be installed with the Model D Sprinkler Wrench the potential for damage to sprinklers that would cause im- specifically designed by Reliable for use with these sprinklers. proper operation or non-operation. The Model F156, F142, F1XLH & F128 Recessed Sprinklers Temperature Ratings are to be installed with a maximum recess of 3/4 inch(19mm).The Sprinkler Max.Ambient Bulb Model F1,F2,and FP Escutcheon illustrated are the only recessed Classification Y lure Temp. Color escutcheon to be used with the Model F156,F142,F1XLH&F128 Ordinary 57 135 100°F(38°C) Orange Recessed Sprinklers.The use of any other recessed escutcheon Ordinary 68 155 100°F(38°C) Red will void all approvals and negate all warranties. When installing Intermediate 79 175 150°F(66°C) Yellow Model F156,F142, F1XLH&F128 Recessed Sprinklers use the Intermediate 93 200 150°F(66°C) Green Model GFR2 Sprinkler Wrench. Any other type of wrench may High') 141 286 225-F(107°C) Blue damage these sprinklers. 0)Not available for recessed Sprinklers. Note:Aleaktight'/2"NPT(R1/2)sprinkler joint can be obtained with Maximum Working Pressure a torque of 8-18 ft-lbs(10,8-24,4 N-m). Do not tighten sprinklers 175 psi (12 bar) over maximum recommended torque. It may cause leakage or 100% Factory tested hydrostatically to 500 psi (34.5 bar) impairment of the sprinklers. Glass bulb sprinklers have orange covers to protect the bulb dur- Finish0) Finishgg ing the installation process. REMOVE THIS PROTECTION ONLY r cutche_ AFTER THE SYSTEM HAS BEEN HYDROSTATICALLY TESTED Bronze Brass AND, WHEN APPLICABLE,THE ESCUTCHEONS HAVE BEEN Chrome Chrome INSTALLED. RASCO wrenches are designed to install sprinklers Polyester Coated ceu'x9) d when covers are in place, t Its eD Ordering Information Bright Brass Bright Brass Specify: Black Plated Black Plated 1. Sprinkler Model Black Paint(')(') Black Paint 2. Sprinkler Type Off White 00) Off White 3. Orifice Size Satin Chrome Satin Chrome Lead Plated(1)(10) 4. Deflector Type Wax Coated(9)(4)(5)(9) 5. Temperature Rating: Wax Over Lead(1)(4)(5)(6) -Specify when ordering (')Other colors and finishes are available on special order.Consult factory for -Model F156 Pendent Sprinkler details.Custom color painted sprinklers may not retain their UL Corrosion 6. Sprinkler Finish resistance listing. 7. Escutcheon Finish(where applicable) (1)200T(93°C)maximum. Note: When Models F156, F142, F1XLH &F128 Recessed Sprinklers (1)UL and ULC listed only. are ordered,the sprinklers and escutcheons are packaged separately. )4)155°Fto 200T(68°C to 93°C)ratings only. Escutcheon Data�'� (1)286T(141'C)sprinklers may be coated for ambient conditions not exceeding 150°F(66°C). SIN:RA1335-cULus and FM permits use with F1 or F2 escutcheons for light (1)cULus listed"corrosion resistant'applies to SIN Number RA1325(Upright) hazard only. RA1323 (upright), RA1321(Upright), RA1335 (HSW), RA1385(VSW) and RA1314(Pendent)in standard black or white.Corrosion resistance in other polyester colors is available upon request. )')FM Approved finish as"Polyester Coated"applies to SIN number RA1314, I , RA1335&RA1325 in standard black or white. )B)FM Approved finish applies only to SIN number RA1335&RA1385. )9)LPCB and VdS Approved finish applies onlyto RA1325,RA1314 and RA137a 5. Reliable. . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. ® Recycled © (800)431-1588 Sales Offices Paper iabilli ( )8 - 051 Sales Fax (914914)82929-2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.10/13 P/N 9999970299 '• I i I Bulletin 117 Rev.V Model F1 LO R Model F1 LO Recessed Standard Response Reliable Sprinklers < The Designer° Model F1 LO Sprinkler Standard Upright ' Standard Pendent Extended Coverage Pendent Conventional I The Designer°II Model F1 LO Recessed Sprinkler Recessed Pendent Upright Pendent Recessed Extended Coverage Pendent For Model F1 112" K 5.6 (80), 4.2(60) & 2.8 (40) Sprinkler Types refer to Bulletin 013,024 or 027 for technical speci- fications and approvals. Approval Organizations 1. Underwriters Laboratories Inc. (UL) 2. Underwriters' Laboratories of Canada(ULC) 3. Factory Mutual Approvals(FM) Conventional Recessed Pendent 4. Loss Prevention Council (LPCB, UK) 5. Verband der Schadenversicherer Gmbh UL Listing Category Sprinklers, Automatic &Open (VNIV) IProduct Description The F1 LO Glass Bulb Sprinkler combines the durability Extended Coverage Recessed Extended of a standard sprinkler with the attractive low profile of a Pendent Coverage Pendent decorative sprinkler. Whether installed on exposed pip- ing or in an office ceiling, it is functional and attractive. Beautifully versatile is the description for the Reliable IModel F1 LO Recessed Designer glass bulb sprinkler. Recessing The Designer® enhances its already low pro- file decorative appearance, and facilitates a rapid and perfect installation. Model F1 LO Recessed Designer's escutcheon is high- At normal temperatures, the glass bulb contains the Iy adjustable. The two piece construction makes field fluid in both the liquid phase and in the vapor phase.The installation a very easy and rapid task. This also allows vapor phase can be seen as a small bubble. As heat is ceiling panels to later be removed without shutting down applied, the liquid expands forcing the bubble smaller the fire protection system, thus facilitating maintenance and smaller as the liquid pressure increases. Continued of above ceiling services. heating forces the liquid to push out against the bulb, The Designer® Automatic Sprinkler utilizes a frangible causing the glass to shatter, opening the waterway and glass bulb. The glass bulb consists of an accurately con- allowing the deflector to distribute the discharging wa- trolled amount of special fluid hermetically sealed inside ter. of a precisely manufactured glass capsule. This glass The F1 LO Sprinkler temperature rating is identified by bulb is specially constructed to provide fast thermal re- the color of the glass bulb capsule as well as frame color sponse. where applicable. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 DEFLECTOR LOAD SCREW BULB WASHER I� CUP FRAME I IIFGOJ Technical data: Deflector Discharge Thread Max. Min. Temperature Models Response Working Working Finish Orientation Coefficient Size Pressure Pressure Rating Upright 3/4"NPT See See F1 LO Standard Pendent K 8.0 (R3/4) 175 PSI 7 PSI "Temperature "Finish Table" Conventional Ratings"Table Material Data: Frame Deflector Load Screw Cup Washer Bulb CDA Alloy 210,220,314,316,360 CDA Alloy 314 DZR Brass CDA Alloy 510 or or Nickel Alloy 440 or Alloy 360 Glass QM Brass CDA Alloy 544 CDA Alloy 353 coated with PTFE Adhesive Tape See"Installation Data"table and from page for more details 2. Model F1 LO Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Upright Pendent Conventional Installation Data: Nominal Nominal K Factor Sprinkler Approval Sprinkler Identification Orifice Thread Size Height Organization Numbers SIN US Metric I I Uri ht Pendent Standard-U ri ht SSU and pendent Deflectors Marked to Indicate Position 17/32" 20mm 3/a"NPT R3/4 8.0 115 2.3" 58mm 1.2.3.4(1).7,8 R172200) R1712 17/32" 20mm 3/a"NPT R3/4 8.0 115 2.3" 58mm 7(3) Conventional-install in Upright or Pendent Position 20mm' 3/a"NPT R3/4 8.0 115 58.1 mm 4,7 R1772 (1)LPCB Approval up to 286°F(141°C) (2)FM Approval for SSU up to and including 200OF(930C). (3)(F1S5)VdS Approval for Intermediate Response 155°F(68°C)only. (4)Polycoated upright UL and ULC listed corrosion resistant R1722. (5)FM Approved for polycoated sprinklers R1722. Model F1 LO Recessed Pendent Sprinkler Installation Wrench: Model GFR2 Sprinkler Wrench „T.Jmm, r— �a I"N J/I REDUCER TURN COLLAR UNRL lILM AGAINST SPR/NK(CR , I FACE OF FITTING 'RE—R056 \ / 10 FACE OF CEILING DIMENSION FI ESCUTCHEON \/I AT MAXIMUM RECESS= 1'[25.4—] T AT MINIMUM RECESS—J/9TA5mm) F2 ESCU) AT MAXIMUM RECESS=J/4"(19mm] II) AI MINIMUM RECESS=J/9TASmm) F2 � i H ON I/771�7mm) 1 FI ESCUTCHEON ApJMSfAIENJ } At MAXIMUM RECESS=l/&'(22.2mm] AT MINIMUM RECESS>< I-5/RT91.Jmm] Q ESCUTCHEON AT MAXIMUM RECESS= I—I/RT2B 6mm] AT MINIMUM RFCCSS P 1J/JT"ala Recessed Pendent R TJJ.,mm, 11)When installed directly into a tee,the escutcheon dimension's adjustment will be reduced. Installation Data: Nominal K Factor Approval Sprinkler Identification Nominal Orifice Thread Size US Metric Sprinkler Height Organization Numbers(SIN) 17/32" 20mm 3/4"NPT R3/4 8.0 115 2.3"(58mm) 1,2,3,4,8 R1712(.') 17/32" 20mm 3/4"NPT(R3/4) 8.0 115 2.3"(58mm) 7f2l (')LPCB Approval is for 57°C through 93°C ratings. (2)(F1S5)VdS Approval for Intermediate Response 155F(68°C)only, 3. _, J IModel F1 LO Extended Coverage Pendent Sprinkler I = Deflector: EC Pendent !V Installation Wrench: Model D Sprinkler Wrench ; Approval Type: Extended Coverage- Light Hazard Occupancy Coverage Area Flow Pressure Nominal Max. Area Rate K=8.0 115 Width x Length gpm L/min psi bar ft.x ft. m x m 26 98.4 10.6 0.7 16x16 4.9x4.9 33 125.0 17.0 1,2 18x18 5.5x5.5 40 151.4 25,0 1.7 20 x 20 6.0 x 6.0 Extended Coverage Pendent Installation Data: Nominal Thread Nominal K Factor Sprinkler Approval Tem erature Rating Sprinkler Identification Orifice Size us Metric Height Organization OF oC Numbers(SIN) 17/32" 3/4"NPT 80 115 2'2 1.2.8 135, 155 57,68 R1742 20mm R3/4 56mm Model F1 LID Recessed Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model GFR2 Sprinkler Wrench Approval Type: Extended Coverage - Light Hazard Occupancy 2 1/4"HOLE ON - [57 2mm) I I 15/16"01A - - (49.2mm) --"'Ov. tz =ni r I X 314 REDUCER I ___ ____��[2S4mm X 19.Imm] TURN COLLAR T UNTIL TIGHT 1 AGAINST SPRINKLER WRENCH BOSS I �� FACE OF FITTING TO FACE OF CEILING DIMENSION j F1 ESCUTCHEON 71I7 L_ J AT MAX/MUM RECESS= 1(25.4mm) AT MINIMUM RECESS=3/8'(9.5mm) J�4 /9mm 7-- �� F2 FSCUTCHEON ACUUsTMENr I 03 tla AT MAXIMUM RECESS= 3/4'[19mm] 1� 79.7mm) AT MINIMUM RECESS=3/B'[9.5mm] Recessed Pendent ADA/5fWJVr f FI ESCUTCHEON Ar MAXIMUM RECESS= 7/8'[22.2mm) AT MINIMUM RECESS= 1-5/8[41.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS= 1-1/8(2R.6mm] AT MINIMUM RECESS= 1-5/8( 1.43mm) 117FG028 2 27/32'Dlq [72.2mm] 0)When installed directly into a tee,the escutcheon dimension's adjustment will be reduced. Coverage Area Flow Pressure Nominal Max. Area Rate K=8.0(115) Width x Length gpm L/min psi bar ft. x ft. m x m 26 98.4 10.6 0.7 16x16 4.9x4.9 33 125.0 17.0 1.2 18x18 5.5x5.5 40 151.4 25,0 1,7 20x20 6 0 x 6 0 Installation Data: Nominal Thread Nominal K Factor Sprinkler Approval Tem erature Rating Sprinkler Identification Orifice Size us Metric Height Organization OF oc Numbers SIN 17/32" 3/4"NPT 8 0 115 2.2"(56mm) 1.2.8 135, 155 57,68 R1742 20mm R3/4 4. Model F1 LO & F1 LO Recessed Sprinklers Temperature Ratings Application Sprinkler Maximum Model F1 LO and F1 LO Recessed sprinklers are used in Ambient Bulb fixed fire protection systems: Wet, Dry, Deluge or Preaction. Classification Temperature Temperature Color Care must exercised that the orifice size, temperature rat- °F °C °F °C ing, deflector style and sprinkler type are in accordance with Ordinary 135 57 100 38 Orange the latest published standards of the National Fire Protection Ordinary 155 68 100 38 Red Association or the approving Authority Having Jurisdiction. Intermediate 175 79 150 66 Yellow Installation Intermediate 200 93 150 66 Green Model F1 LO sprinklers are standard response sprinklers High(') 286 141 225 107 Blue intended for installation as specified in NFPA 13. They must Extra Hi h0) 1 360 1 182 300 1 149 Mauve also be installed with the Model D Sprinkler Wrench specifi- ")Not Available for F1 LO Recessed cally designed by Reliable for use with these sprinklers. The Model F1 LO Recessed Sprinklers are to be installed with a maximum recess of 3/4 inch (19mm). The Model F1 Escutcheon illustrated is the only recessed escutcheon to Finishes0) be used with the Model F1 LO Pendent and EC Sprinklers. Standard Finishes The use of any other recessed escutcheon will void all ap- Sprinkler Escutcheon provals and negate all warranties.When installing Model F1 Bronze Brass LO Recessed Pendent and EC Pendent Sprinklers, use the Chrome Chrome Model GFR2 Sprinkler Wrench. Any other type of wrench Polyester Coated(6)(7) White Painted may damage these sprinklers. Note: A leak tight 112" NPT Special Application Finishes (R112)sprinkler joint can be obtained with a torque of 8- 18 Sprinkler Escutcheon ft-lbs(10.8-24.4 N-m). Do not tighten sprinklers over maxi- Bright Brass(2) Bright Brass mum recommended torque. It may cause leakage or impair- Black Plated Black Plated ment of the sprinklers. Black Paint(3)(4) Black Paint Glass bulb sprinklers have orange covers to protect the Off White(3) Off White bulb during the installation process. REMOVE THIS PRO- Satin Chrome Satin Chrome TECTION ONLY AFTER THE SYSTEM HAS BEEN HYDRO- Lead Plated(3)(4) STATICALLY TESTED AND, WHEN APPLICABLE, THE ES- Wax CoatecIP00) CUTCHEONS HAVE BEEN INSTALLED. RASCO wrenches Wax Over Lead(3)(4) are designed to install sprinklers when covers are in place. c>>Other colors and finishes are available on special order. Maintenance Consult factory for details. Custom color painted sprin- The Models F1 LO and F1 LO Recessed Sprinklers should klers may not retain their UL Corrosion resistance list- be inspected and the sprinkler system maintained in ac- g. cordance with NFPA 25. Do not clean sprinklers with soap (2) 00' 0 and water, ammonia or any other cleaning fluid. Remove (3) 200 F (93 C) maximum. an sprinkler which has been painted other than factor a _ UL and ULC listed, and NYC approved only. y p p ( y p (4) 155'F to 200'F(68°C to 93'C) ratings only. plied) or damaged in any way. A stock of spare sprinklers (5) 286'F(141°C) sprinklers may be coated for ambient should be maintained to allow quick replacement of dam- conditions not exceeding 150°F(66°C). aged or operated sprinklers. Prior to installation, sprinklers (1) UL and ULC listed corrosion resistant SIN number: should be maintained in the original cartons and packaging R1722 in standard Black or White. Corrosion resistance I until used to minimize the potential for damage to sprinklers in other polyester colors is available upon request. that would cause improper operation or non-operation. (7) FM Approved for SIN R1722 in standard Black or Ordering Information White. Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Finish(where applicable) 5. i Reliable. . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. Recycled ® (800)431-1588 Sales Offices Paper iable (800)848-6051 Sales Fax (914)829-2042 Corporate Offices Revision lines indicate updated or new data www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.10/13 P/N 9999970011 1 � f. I Bulletin 173 Rev.C Model JL112&J112-Upright co ii ECLH-Extended Coverage Light Hazard R liable I ECOH-Extended Coverage Ordinary Hazard w ECOH-Extended Coverage Ordinary HazardCD -Quick Response Model JL112 & J112 ECLH/ECOH Upright SIN RA7326 is Corrosion Resistant with White (SIN R7326 - Link and RA7326- Bulb) Polyester Coating. • Quick Response for Light Hazard (16'x16'(4.9mx4.9m),18'x18'(5.5mx5.5m)and 20' x 20' (6.1 m x 6.1 m)spacing) • Quick Response for Ordinary Hazard (12'x 12' (3.7m x 3.7m)and 14'x 14'(4.3m x 4.3m) spacing) • Standard Response for Ordinary Hazard (16'x 16' (4.9m x 4.9m),18'x 18'(5.5m x 5.5m)and 20' x 20' (6.1 m x 6.1 m)spacing) Features 1. Extended Coverage Ordinary Hazard and Light Hazard protection to 400 ft2(37.2 m2)per sprinkler. 2. Nominal K= 11.2(160). Model JL112 Upright Model J112 Upright 3. Available in brass, chrome and polyester coated (R7326) - Link (RA7326)- Bulb finishes. 4. For applications as per NFPA 13. Approvals Organizations 1. Underwriters Laboratories, Inc. (UL) Design Criteria 2. Underwriters Laboratories of Canada(cULus) Reliable Model JL112 & J112 ECLH/ECOH sprinklers 3. NYC MEA 258-93-E shall only be used in systems designed and installed in UL Listing Category accordance with NFPA 13 and all other local codes and Sprinklers, Automatic and Open Extended Coverage ordinances. The following design criteria also apply: Sprinklers-Ordinary Hazard Occupancy UL Guide Num- Minimum sprinkler spacing is 8 ft(2.44m). ber-VNIV. • Sprinklers have a minimum flow requirement for each The Reliable Model JL112 and J112 sprinkler are Ex- spacing as shown in the Flow Requirements Table on tended Coverage Sprinklers for use in Ordinary Hazard the reverse side.- 1 and 2 occupancies with a coverage area of up to 400 ' Sprinklers are only to be used in systems hydraulically square feet(37.2m2) per sprinkler. designed per NFPA 13. For all light hazard applications it is a Quick Response ' Deflector to commodity clearance shall be a minimum sprinkler. For ordinary hazard applications,it is a Standard of 18 in (457mm). Response sprinkler when the spacing is 16' x 16' (4.9m ' ECOH sprinklers shall be installed in unobstructed or I x 4.9m) and larger. When the spacing is 12' x 12' (3.7m obstructed constructions as defined in NFPA 13. For x 3.7m) or 14' x 14' (4.3m x 4.3m), the sprinkler is Quick open web truss construction web thickness is not to Response for ordinary hazard applications. exceed 1 inch (25.4mm). The use of ECLH/ECOH sprinklers can provide lower in- ' ECOH sprinklers which are installed above the bottom stallation costs by requiring fewer sprinklers, less piping of a horizontal obstruction, shall have their deflectors and reduced labor. located as shown in the Obstruction Table on page 3. ECLH/ECOH sprinklers are to be installed according to ' Sprinklers can be installed under a sloping ceiling the design criteria shown in this bulletin, NFPA 13, and all not-exceeding 2 inches (50.8mm) of rise in 12 inches other local codes and ordinances. Flows and pressures (305mm). as shown on pages 2 and 3 of this bulletin, must be used ' Maximum working pressure is 175 psi (12.07bar) at for the appropriate spacing and for the designated hazard the sprinkler. classifications. This ECLH/ECOH sprinkler is available in various fin- ishes, which includes a white polyester corrosion resistant finish. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Sprinkler Model Specifications Temperature Max. Maximum Maximum C Sprinkler Coverage THD Sprinkler Model Type Rating eiling S p g Approvals Temp. Spacing Area Size `F 'C °F -C ft(m) ft2(m2) JL112 ECLH/ECOH-R7326 Link/Upright 165 74 100 38 20(6.1) 400(37.2) JL112 ECLH/ECOH-R7326 Link/Upright 212 100 150 66 s /a"NPT 12 J112 ECLH/ECOH-RA7326 Bulb/Upright (19mm) 155 68 100 38 20(6.1) 400(37.2) J112 ECLH/ECOH-RA7326 Bulb/Upright 200 93 150 66 Flow Requirements- Light Hazard - Quick Response Spacing Coverage Area Flow Pressure "K"Factor ft(m) ft2(m2) gpm(Ipm) psi(bar) US Metric 16 x 16(4.9 x 4.9) 256(23.8) 30(113.6) 7.2(0.5) 18 x 18(5.5 x 5.5) 324(30.1) 33(124.9) 8.7(0.6) 11.2 160.0 20 x 20(6.1 x 6.1) 400(37.2) 40(151.4) 12.8(0.9) Flow Requirements-Ordinary Hazard- Standard Response Ordinary Hazard 1 Ordinary Hazard 2 Coverage 0.15 gpm/ft2(6.1 Umin/m2) 0.20 gpm/ft2 (8.1 Umin/m2) "K" Factor Spacing Area Density Density ft(m) ft2(m2) - - - Flow Pressure Flow Pressure gpm(Lpm) psi(bar) gpm(Ipm) psi(bar) US Metric 16 x 16(4.9 x 4.9) 256(23.8) 39(147.6) 12.1 (0.8) 51 (193.0) 20.7(1.4) 18 x 18(5.5 x 5.5) 324(30.1) 49(185.5) 19.1 (1.3) 65(246.0) 33.7(2.3) 11.2 160.0 20 x 20(6.1 x 6.1) 400(37.2) 60(227.1) 28.7(2.0) 80(302.8) 51.0(3.5) Flow Requirements- Ordinary Hazard - Quick Response Ordinary Hazard 1 Ordinary Hazard 2 Coverage 0.15 gpm/ft2(6.1 Umin/m2) 0.20 gpm/ft2 (8.1 Umin/m2) "K" Factor Spacing Area Density Density ft(m) ft2(m2) Flow Pressure Flow Pressure US Metric gpm(Lpm) psi(bar) gpm(Lpm) psi(bar) 14 x 14(4.3 x 4.3) 196(18.2) 30(113 6) 7.2(0.5) 39(147.6) 12 1 (0.8) 11.2 160.0 12 x 12(3.7 x 3.7) 144(13.4) 2. Finishes J1 Wrench Sprinkler Finishes Sprinkler Bronze Chrome White Polyester Coated Ordering Information 1. Sprinkler Model 2. Temperature Rating 3. Finish Corrosion Resistant Bulb Model J1 T oc Sprinkler Wrench J112 ECLH/ECOH Use Model J1 Wrench for JL112&J112 155 68 ECLH/ECOH Upright Sprinkler Removal and 1 200 93 Installation Minimum Flow Requirements For Earlier Editions of NFPA 13- FOR REFERENCE ONLY NFPA13-1991 Requirements NFPA13-1989 Requirements "K"Factor Ordinary Hazard 1 Ordinary Hazard 2 Ordinary Hazard 1 Ordinary Hazard 2 Ordinary Hazard 3 0.15 gpm/ft2 0.20 gpm/ftz 0.16 gpn✓ft2 0.19 gpm/ft2 0.21 gpm/ft2 6.1 Umin/m2 Coverage Spacing ( ) (8.1 Umin/m2) (6.5 Umin/m2) (7.7 Umin/m2) (8.6 Umin/mz) Density Density Density Density Density ft(m) t Area --- - US Metric t2(m2) low Flow Pressure 9pm Pressure Flow Pressure Flow T Pressure Flow pressure (gpm Psi (Lpm) Psi gpm Psi gpm Psi gpm psi(bar) (Lpm) (bar) I (bar) (Lpm) (bar) (Lpm) (bar) (Lpm) 14 x 14 196 30.2 7.0 39.2 11.9 31.4 7.6 37.3 107 41.2 13.0 (4.3 x 4.3)and less (18.2) (114.3) (0.48) (148.3) (0.82) (118.8) (0 52) (141.2) (0.74) (155A) (0.90) 16 x 16 256 38.4 11.4 51.2 20.2 41.0 12.9 48.7 18.2 53.8 22.3 (4.9 x 4.9) (23.8) (145.3) (0.79) (193.8) (1.39) (155.2) (0.89) (184.3) (1.26) (203.6) (1.54) 114 164.4 18 x 18 324 48.6 18.2 64.8 32.3 51.9 20.7 61.6 29.2 68.0 35.7 (5.5 x 5.5) (30.1) (184.0) (1.24) (258.9) (2.23) (196.4) (1.43) (233.2) (2.01) (257.4) (2.46) 20 x 20 400 60.0 27.7 80.0 49.3 64.0 31.5 76.0 44.5 84.0 54.3 (6.1 x 6.1) (37.2) (227.1) (1.91) 1 (302.8) (3.40) (242.2) (2.17) (287.7) (3.07) (317.9) (3.75) 3. �, I Installation Requirements for Under Concrete Tees - cULus • The stems of the concrete tee construction must be spaced at less than 7.5 feet (2.3m) on center but more than 3 feet (0.9m) on center. The depth of the concrete tees must not exceed 30 inches (762mm). The maximum permitted concrete tee length is 32 feet (9.8m); however, where the concrete tee length exceeds 32 feet (9.8m), non-combustible baffles, equal in height to the depth of the tees, can be installed so that the longitudinal space between the tees does not exceed 32 feet(9.8m) in length. • The sprinkler deflectors are to be located in a horizontal plane at or above 1 inch (25.4mm) below the bottom of the concrete tee stems. • When the sprinkler deflectors are located higher than a horizontal plane 1 inch (25.4mm)beneath the bottom of the concrete tee stems, the obstruction to sprinkler discharge criteria requirements of NFPA13 for extended coverage upright sprinkler applies. Location of Deflector to Horizontal Obstruction Distance from Sprinkler Maximum Allowable Distance to Side of Obstruction Deflector Above Bottom of A' Obstruction WRENCH FLAT Less than 1'............... .......................... .. .......................0" (Less than 0.305m...................................................Omm) _ 1'to less than 1' 6"...........................,................,..........0„ (0.305m to less than 0.305m- 152.4mm..................Omm) 1'-6"to less than 2'....................................................... 1" q 2-13/16 (0.305m-152.4mm to less than 0.61 m...............25.4mm) 2'to less than 2'-6"....................................................... 1" - (0.61 m to less than 061 m-152.4mm..................25.4mm) 314 NPT 2'-6"to less than 3'........................... ...... .................... 1" (0.61 m-152.4mm to less than 0.915m...............25.4mm) 3'to less than 3'-6.....................-..................................3" (0.915m to less than 0.915m-152.4mm.............76.2mm) 3'-6"to less than 4'.......................................................4" LINK Buie (0.915m-152.4mm to less than 1.22m............ 101.6mm) "x`" 4'to less than 4'-6".......................................................5" (1.22m to less than 1,22m-152.4mm.................. 127mm) Fig. 1 4'-6"to less than 5'.......................................................7" (1.22m-152.4mm to less than 1.525m............ 177.8mm) 5'to less than 5'-6........................................................7" (1.525m to less than 1.525m-152.4mm...........177.8mm) 5'-6"to less than 6' ......................................................7" (1.525m-152.4mm to less than 1.83m............ 177.8mm) 6'to less than 6'-6"................................................. ....9" (1.83m to less than 1.83m-152.4mm...............228.6mm) 6'-6"to less than 7'.................................................... 11" (1.83m-152.4mm to less than 2.135m............279.4mm) 7'and greater.............................................................. 14" (2.135m and greater.........................................355.6mm) Solder Link Bulb Classification OF °C Link Color Classification OF °C Bulb Color Ordinary 165 74 Black"' Ordinary 155 68 Red `Intermediate 212 100 White Intermediate 200 93 Green " Ordinary Hazard only. 165°F chrome plated and white painted sprinklers will contain a white painted solder link. The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. Recycled iabil © (800)431-1588 Sales Offices Paper i (800)848-6051 Sales Fax (914)829-2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.11/12 P/N 9999970311 it Tol-Brace Seismic Calculations X 00 Project Address: Scott Galvanizing xxx XQ COOPER B-Line (DTBLCO' NE 199th &60th Ave. NE VV Arlington,WA CV Job#NC13003 Calculations based on 2010 NFPA Pamphlet#13 -T Brace Information Tolco Brace Components Maximum Spacing 26'0" (7.92 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length TO" (2.13 m) Fig.1001 Clamp 1386 Ibs(629 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 239S Ibs(1086 kg) Angle from Vertical 60' Min. "Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 TOLCO. FIG. 980 Max Horizontal Load 1604 Ibs(728 kg) UNIVERSAL SWAY BRACE ATTACHMENT Force Factor(Cp) 0.5226 STEEL PIPE O�� LATERAL BRACE r' Fastener Information Fastener Orientation NFPA Type F oP® Maximum Load 2850 Ibs (1293 kg) / 12 mm TOLCO FIG. 1001 Diameter 1/2n. ( ) FAST CLAMP Length N/A Type Bolt Brace Identification on Plans BRACE 2-4"MAIN,2" LINES Orientation of Brace Lateral Braced Pipe:4"Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4"Sch.7 Steel Pipe(101.6 mm) 26ft(7.9 m) 153 Ibs(69 kg) 2"Sch.7 Steel Pipe (50.8 mm) 156.16ft(47.6 m) 325 Ibs(147 kg) RECEIVED DEC 0 5 201. OOA Engineering Dept, 2� Percentage added for Fittings and Sprinklers 15% 72 Ibs(32.66 kg) Total Adjusted Load of all pipe within Zone of Influence 550 Ibs(249 kg) tTol-Brace Version 71 . . i 1 - ��1 1 r.�.r. i M 1'. Ilr�' 1 J �l 1�1 Tol-Brace Seismic Calculations Scott Galvanizing Job#NC13003 CODeR B-Line &TOLCO NE 199th&60th Ave. NE Brace Identification BRACE 2-4" MAIN, 2" LINES Brace Type(Per NFPA#13) NFPA Type F Braced Pipe 4" Sch.7 Steel Pipe Spacing of Brace 26'0" (7.92 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60' Type of Fastener 1/2 (12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.7 Steel Pipe(101-6 mm) 26ft(7.9 m) 2"Sch.7 Steel Pipe(50.8 mm) 156.16ft(47.6 m) G-Factor Used 0.5226 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 550 Ibs(249 kg) Material Capacity 1604 Ibs(728 kg) Fastener Capacity 2850 Ibs(1293 kg) Fig.1001 Clamp 1386 Ibs(629 kg) Fig.980 Universal Swivel 2395 Ibs(1086 kg) Structural Member RIGID FRAME Calculations prepared by Jason Juhl *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations >UN 00Project Address: Scott Galvanizing xxx XQ COOPER B-Line @TBLCO' NE 199th &60th Ave. NE W Arlington,WA CV Job#NC13003 Calculations based on 2010 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing BUT (24.38 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length TO" (2.13 m) FigAL Clamp 1425 Ibs(646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 Ibs(887 kg) 45' Min. 'Calculation Based on CONCENTRIC Loading Angle from Vertical _ 'Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 1310 Ibs (594 k UNIVERSAL RSAL SWAY FIG.980 Max Horizontal Load 9) U BRACE ATTACHMENT OiI Force Factor(Cp) 0.5226 _ STEEL PIPE LATERAL BRACE Fastener Information i Fastener Orientation NFPA Type E PIPEE CLAMP FOR 0 SWAY BRACING p� Maximum Load 2050 Ibs (930 kg) t Diameter --f 1/2n. (12 mm) 0 Length N/A Type Bolt Brace Identification on Plans BRACE 3-4"MAIN 2" LINES Orientation of Brace Lon itudinal Braced Pipe:4"Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4"Sch.7 Steel Pipe(101.6 mm) 80ft(24.4 m) 472 Ibs(214 kg) Percentage added for Fittings and Sprinklers 15% 71 Ibs(32.21 kg) Total Adjusted Load of all pipe within Zone of Influence 543 Ibs(246 kg) iTol-Brace Version 7) Tol-Brace Seismic Calculations Scott Galvanizing Job#NC13003 00 COOPER B-sine &TOLCOY NE 199th &60th Ave. NE Brace Identification BRACE 3 -4" MAIN 2" LINES Brace Type(Per NFPA#13) NFPA Type E Braced Pipe 4" Sch.7 Steel Pipe Spacing of Brace 80'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45' Type of Fastener 1/2(12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.7 Steel Pipe(101.6 mm) 60ft(24.4 m) G-Factor Used 0.5226 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 543 Ibs(246 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 2050 Ibs(930 kg) Fig.4L Clamp 1425 Ibs(646 kg) Fig.980 Universal Swivel 1955 Ibs(887 kg) Structural Member RIGID FRAME Calculations prepared by Jason Juhl *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com ,. i I RECEIVE® Z( RN. Model 350A DEC 0 6 2013 WILKINS Double Check Valve Assembly C(1A Fnaineo Bring Dept. Application l Designed for installation on potable water lines to protect ` a against both backsiphonage and backpressure of polluted water into the potable water supply.The Model 350A shall r_1 Q provide protection where a potential health hazard does not " exist. Ideal for use where Lead-Free"valves are required. Standards Compliance(Horizontal&Vertical) • ASSEO Listed 1015 440 • AWWA Compliant C510(with gates only),and C550 (with OSY gates) (with BGVIC valves) • IAPMO® Listed • Certified to NSF/ANSI 372"by IAPMO R&T • CSAO Certified X ® tow.trno uPc• ULO Classified c O• C-UL®Classified �� • FMO Approved Options(Suffixes can be combined) • NYC MEA 220-04-M Vol 2(2 112" -8") ❑ - with flanged end NRS gate valves(standard) •Approved by the Foundation for Cross Connection ❑ FSC - with epoxy coated Wye type strainer(flanged only) Control and Hydraulic Research at the University of ❑ G - with grooved end NRS gate valves Southern California ❑ GF - with grooved inlet gate connection and flanged • NSFO Listed-Standard 61,Annex G" outlet gate connection (0.25%MAX.WEIGHTED AVERAGE LEAD CONTENT) ❑ FIG - with flanged inlet gate connection and grooved Materials outlet gate connection Main valve body Ductile Iron ASTM A 536 Grade 4 ❑ L - less shut-off valves(grooved body connections) Access covers Ductile Iron ASTM A 536 Grade 4 ❑OSY - with flanged end OS&Y gate valves Coatings FDA Approved electrostatic epoxy ❑OSYG- with grooved end OS&Y gate valves finish ❑ PI- with Post Indicator Gate Valves Internals Stainless steel,300 Series []BGVIC- with grooved end butterfly valves with integral NORYLTM, NSF Listed supervisory switches Fasteners&springs Stainless Steel,300 Series ❑ Accessories Seal ring EPDM (FDA approved) ❑ Repair kit(rubber only) 0-ring Buna Nitrile(FDA approved) ❑ Thermal expansion tank(Model XT) Features ❑ OS&Y Gate valve tamper switch (OSY-40) Sizes: 2 1/2", 3",4",6", 8", 10" ❑ Test Cock Lock(Model TCL24) Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections MODEL 350A (Grooved for steel pipe) AWWA C606 with OSY& E (Flanged) ANSI 1316.1 FSC option Class 125 Dimensions&Weights(do not include pkg.) I O F WEIGHT I B I I C MODEL WITH OS&Y WITH WITH A ���III tlll SIZE WITHOUT WITH NRS GATES WITH NRS OS&Y BUTTERFLY I G GATES GATES GATES GATES VALVES (GXF) (GXF) (GXG) (GXG) (GXG) � in. I mm lbs. kg Ibs.1 kg lbs. I kg lbs.I kg Ibs. kg Lis kg MODEL 0 1 2 1/2 65 90 41 184 83.5 192 87 176 80 184 83.5 108 8 494 E 3 80 89 40.5 204 92.5 210 95.3 194 88 200 90.8 109.4 50 350A with 4 100 76 34.5 220 100 230 104 194 88 204 93 108 49 BGVIC option _ F 6 100 126 57.2 346 157 362 164 316 143 E3332 151 176 81 _ I 8 200 286 130 738 335 762 335 738 335 335 394 179 A ,�I 10 25 3339 153.8 966 438.2 1024 464.5 844 382.8 902 409.1 511 232 C D DIMENSION(approximate) MODEL B E E E WITH Attention: SIZE A AWITH LESS C D OS&Y OS&Y E BUTTERFLY F G Model 350A BUTTERFLY GATE OPEN CLOSED NRS GATE VALVES VALVES (grooved body) in. mm in. mm in mm in, mm in. mm in. mm in. mm in, mm in. mm in. mm in. mm in. mm &Model 350 2112 65 351/8 892 32118 816 201/8 511 4112 114 7114 184 16318 416 13718 352 11 318 289IT: 6 152 451/4 1150 (flange body) 3 80 36 118 918 33 838 20 118 511 4 1/2 114 1 1/4 184 18 718 479 15 518 397 12.3181314 6 152 46 7!8 1191 have different 4 100 38 1/4 972 33 114 845 19 7/8 505 4 112 114 8 203 22 314 578 18 114 464 14 3/4 3756 152 53 3/8 1356 6 150 471/4 1200 401l4 1022 257/8 657 5112 140 10 254 301/8 765 233/4 603 19 4B37 178�65318 1661 lay lengths. 8 200 62 1575 55 1397 38 112 978 10 254 11 279 37 3/4 959 29 1/4 743 22 1/2 5721l2 216 66 3/8 2194 10 250 64 518 1642 58 119 1485 36 1/2 978 10 254 12 305 45 3/4 1162 35 3/B 899 26 1/2 67381/2 216 9a 3/8 2398 Zurn Industries,LLC I Wilkins Rev.B 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 Date:9/13 In Canada I Zurn Industries Limited Document No.BF-350A 3544 Nashua Drive,Mississauga,Ontario L4V 1 L2 Ph.905-405-8272,Fax 905-405-1292 Patent No.5,913,331 Product No.Model 350A www.zurn.com Page 1 of 2 �_ ti . !'i1� . i ii ' . �I�. I Flow Characteristics 0 Raled Fln,r(established by approval agencies) MODEL 350A 2 1/2",3"&4"(STANDARD&METRIC) FLOW RATES(1/s) 0.0 12.6 25.2 37.9 50.5 Z 15 104- rn a a ai 10 1tr(,I "1) a 100 nm 69 U) .(80mm) pJ J W w 0_ Z) 5 35 [n 1n w w � a 0 0 0 200 400 600 800 FLOW RATES(GPM) MODEL 350A 6",8"&10"(STANDARD&METRIC) FLOW RATES(1/s) 0.0 63.1 126.2 189.3 252.4 2 15 104m CL a 10"(250mm) s V) -(150mm) - 1n 0 10 69 p J J 8`(200mm) w W R � 5 35 1n m w w D- a 0 0 0 0 1000 2000 3000 4000 FLOW RATES(GPM) Typical Installation Capacity thru Schedule 40 Pipe(GPM) Local codes shall govern installation requirements. Unless Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec otherwise specified,the assembly shall be mounted at a mini- 2 1/2" 75 112 149 224 mum of 12"(305mm)and a maximum of 30" (762mm)above adequate drains with sufficient side clearance for testing and 3" 115 173 230 346 maintenance.The installation shall be made so that no part of 4" 198 298 397 595 the unit can be submerged. 6" 450 675 900 1351 8" 780 1169 1559 2339 101, 1229 1843 2458 3687 12" 1763 2644 3525 5288 o LL O Z _ _ .- _ _ _ _ _ _ _ _ _ PROTECTIVE ENCLOSURE l ) I 1 12"MIN ) 12-MIN. l 30.MAX I 30'MAX l / • • ----� DIRECTION OF FLOW-D •'` •=J DIRECTION OF FLOW •INDOOR INSTALLATION INSTALLATION INDOOR INSTALLATION OUTDOOR INSTALLATION MODEL 350ABGVIC (VERT.)MODEL 350A MODEL 350AFS Specifications The Double Check Backflow Prevention Assembly shall be certified to NSF/ANSI 372,ASSEO Listed 1015, and supplied with full port gate valves.The main body and access cover shall be epoxy coated ductile iron(ASTM A 536 Grade 4),the seat ring and check valve shall be NORYLTM,the stem shall be stainless steel(ASTM A 276)and the seat disc elastomers shall be EPDM.The checks shall be accessible for maintenance without removing the device from the line.The Double Check Back- flow Prevention Assembly shall be a ZURN WILKINS Model 350A. Zurn Industries,LLC I Wilkins 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive,Mississauga,Ontario L4V 1 L2 Ph.905-405-8272,Fax 905-405-1292 www.zurn.com Page 2 of 2 I SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East Tacoma, Washington 98424 (253) 926-1880 FAX (253) 926-2350 CONTR REG NO.SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SCOTT GALVANIZING JOB NO.NC13003 DATE 12/02/2013 ADDRESS CORNER OF 199" ST. NE & 60`h AVE. NE BY JASON JUHL ARLINGTON,WA 98223 SYSTEM DESIGNATION: DRY SYSTEM #1 HAZARD DESCRIPTION: WAREHOUSE/ORDINARY HAZARD GROUP II RECEIVE® HAZARD CLASS PER NFPA 13 : 2010 DEC ® 5 2013 SPECIFIC RULING: COA Engineering Dept. RULING MADE BY: OF L DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 250 GPM SOURCE IN-RACK SPRINKLER DEMAND GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 255 "C" FACTOR OVERHEAD : 100 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F156 TEMPERATURE: 155 ' F K-FACTOR: 5.6 ORIFICE SIZE: %91 WATER SUPPLY: ELEVATION OF TEST: 118.38 STATIC 92.8 PSI DATE OF TEST: 7/12/2013 RESIDUAL 62.9 PSI DATA PROVIDED BY: CITY OF ARLINGTON WATER MODEL FLOW 5,000 GPM LOCATION OF TEST: CORNER OF 199T" NE & 60T" AVE NE BASE OF RISER DEMAND 549.8 GPM REQUIRED AT 75.9 PSI Inc, (INCLUDING GPM FOR HOSE STREAMS) �`%oa°•� � o . r a e �+ !;r hllip StOe 3; 2- rZ it SUMMARY,,:` radwe Do �N 799.8 GPM REQUIRED AT 81.8 PSI 'a; °s" "7 h•ntilh pa00 AT CONNECTION TO CITY CONNECTION /SOURCE CERTIFICATE OF COMPETENCY STAMP (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) 1 - i 1 1 I � •� I �Id�� 111'.i.i � 1 T ■ 1 C�-r-Cc�i �• ��+.r ��i�i.7���r� G.�i s"3 s MZ •r.. ���� r�-�riQ•s�ifi� �ri� r�iia -�• -r�- .... rr rr rr r rtrr rr�rr r .rrr w�-rr or e �rrrr rrrr r . rr. rrrrrt'i .� r r rr rri.n.r-r�.'r�i �wrr: :::: :� E :n::n::::E: .::::E::::::::=�E= ,•i ,E=i09 0 olo ■ Ci iiiiiiiER,��,� iiiii ,i iiiwiiiii:■.i,.1"100 ii i C ■■_,� ,� ■CRC =........CCCG� C.r. 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In n�..■.n.MM ONES . ■n ■N Cm....... ... ■ C.q CMm ■Nan �Mamm■ ■IMMn.nnM�i.MM.�ion■ MINE ■.■ - . moon WuE�mM�MmmMMMMMMUMM.■Mii: None ■■s ini no:I . .. No nn �nMi Cown MEMO iC �iMson" MR I Fan E ■ea M mama. M■ mama. ... ■M■Me C MEMO Mon son ■■`.NE ME ■■mom ■..■ni ■N� a ■ N■■.■■.■.N■ ■ .n ..0 .■ mama... ■■ MAIN ■ n • Ell .®� : IC CC::ICC �n :: . MA.nwM ■ ■■.lC■M■N ■n■■ Ifi.■ �■ • ■eN.r. ■■NNE .■ ■ ■n ..■ ■.1ri�N a■ Chi ■ ■N i SPRINKLER SYSTEM INPUT DATA Page 1 DATE: 12/2/2013G: \North Puget Sound\Teaml\Job Files\NC13001 to NC13025\NC13003 Scott JOB TITLE: NC13003 SCOTT GALV. MOST DEM Source Nodes Node Tag Elevation Static Residual Flow Hose Stream Pressure Pressure Allowance (ft) (psi) (psi) (gpm) (gpm) SOURCE -3 . 00 92 . 8 62 . 9 5000 250 Node Data Node Tag Elevation K Req. Den. Area (ft) (gpm/ft^2) (ft^2) 221 45. 17 8 . 00 0 . 200 110. 6 220 45. 67 8 . 00 0 . 200 108 . 5 219 46. 17 8 . 00 0 . 200 108 . 5 218 46. 54 5 . 60 0 . 200 74 . 1 217 46. 83 5 . 60 0 . 200 74 . 1 216 47 . 46 8 . 00 0 . 200 129 . 0 215 48 . 08 8 . 00 0 . 200 129. 0 214 47 . 29 8 . 00 0 . 200 129. 0 213 45. 17 8 . 00 0 . 200 110. 6 212 45. 67 8 . 00 0 . 200 108 . 5 211 46. 17 8 . 00 0 . 200 108 . 5 210 46. 58 5. 60 0 . 200 74 . 1 209 46. 83 5. 60 0 . 200 74 . 1 208 47 . 46 8 . 00 0 . 200 129. 0 207 48 . 08 8 . 00 0 . 200 129. 0 206 47 .29 88 . 00 0 . 200 129 . 0 121 43 . 92 0 . 00 0 . 000 0 . 0 120 44 . 46 0 . 00 0 . 000 0 . 0 119 44 . 96 0. 00 0 . 000 0 . 0 118 45. 33 0 . 00 0 . 000 0. 0 117 45. 62 0 . 00 0 . 000 0 . 0 116 46.25 0 . 00 0 . 000 0 . 0 115 46. 83 0. 00 0 . 000 0 . 0 114 46. 08 0. 00 0 . 000 0 . 0 113 43. 92 0 . 00 0 . 000 0. 0 112 44 . 46 0 . 00 0 . 000 0. 0 ill 44 . 96 0 . 00 0 . 000 0 . 0 110 45 . 33 0 . 00 0 . 000 0 . 0 109 45 . 62 0 . 00 0 . 000 0. 0 108 46.25 0 . 00 0 . 000 0. 0 107 46.83 0. 00 0 . 000 0. 0 106 46. 08 0 . 00 0 . 000 0 . 0 205 45. 71 8 . 00 0 . 200 129 . 1 204 46. 54 8 . 00 0 . 200 129. 1 203 47 . 34 8 . 00 0 . 200 122 . 9 202 48 . 17 8 . 00 0 . 200 124 . 0 201 48 . 17 8 . 00 0 . 200 124 . 0 37 44 . 75 0 . 00 0 . 000 0 . 0 36 44 . 71 0 . 00 0 . 000 0 . 0 35 46. 42 0 . 00 0 . 000 0 . 0 27 43 . 25 0 . 00 0 . 000 0 . 0 26 43 . 21 0 . 00 0 . 000 0 . 0 25 43 . 21 0 . 00 0 . 000 0. 0 24 43 . 17 0 . 00 0 . 000 0 . 0 23 43 . 00 0 . 00 0 . 000 0 . 0 22 42 . 83 0 . 00 0 . 000 0 . 0 21 42 . 79 0 . 00 0 . 000 0 . 0 SPRINKLER SYSTEM INPUT DATA Page 2 DATE: 12/2/2013G: \North Puget Sound\Teaml\Job Files\NC13001 to NC13025\NC13003 Scott JOB TITLE: NC13003 SCOTT GALV. MOST DEM 11 27 . 92 0. 00 0 . 000 0 . 0 10 28 . 42 0. 00 0 . 000 0 . 0 TOR 28 . 00 0. 00 0 . 000 0 . 0 BOV 3. 00 0. 00 0 . 000 0. 0 BOR 0. 50 0 . 00 0. 000 0 . 0 BF2 -3. 00 0 . 00 0. 000 0 . 0 BF1 -3. 00 0 . 00 0. 000 0 . 0 SOURCE -3 . 0 SOURCE 0. 000 0 . 0 Pipe Data Pipe Tag End Node Tags Length Fittings Diameter HWC (ft) (ft) (in) 1 221 121 1.25 T 1. 049 ( 1 . 000) 100 2 220 120 1.25 T 1. 049 ( 1 . 000) 100 3 219 119 1 .25 T 1. 049 ( 1 . 000) 100 4 218 118 1 .25 T 1. 049 ( 1 . 000) 100 5 217 117 1 . 25 T 1. 049 ( 1 . 000) 100 6 216 116 1 . 25 T 1. 049 ( 1. 000) 100 7 215 115 1 . 25 T 1. 049 ( 1 . 000) 100 8 214 114 1 . 25 T 1. 049 ( 1 . 000) 100 9 213 113 1 . 25 T 1. 049 ( 1 . 000) 100 10 212 112 1. 25 T 1. 049 ( 1 . 000) 100 11 211 111 1 . 25 T 1. 049 ( 1 . 000) 100 12 210 110 1 . 25 T 1 . 049 ( 1 . 000) 100 13 209 109 1 . 25 T 1 . 049 ( 1 . 000) 100 14 208 108 1 . 25 T 1. 049 ( 1 . 000) 100 15 207 107 1. 25 T 1. 049 ( 1 . 000) 100 16 206 106 1 .25 T 1 . 049 ( 1 . 000) 100 17 121 120 6.25 0 . 0 2 . 185 ( 2 . 000) 100 18 120 119 6. 25 0 . 0 2 . 185 ( 2 . 000) 100 19 119 118 4 . 17 0. 0 2 . 185 ( 2 . 000) 100 20 118 117 3. 75 0 . 0 2 . 185 ( 2 . 000) 100 21 117 116 7 . 33 0 . 0 2 . 185 ( 2 . 000) 100 22 116 115 9. 25 F 2 . 185 ( 2 . 000) 100 23 115 114 9. 33 0 . 0 2 . 185 ( 2 . 000) 100 24 114 37 17 . 46 2E 2 . 185 ( 2 . 000) 100 25 37 27 1. 50 T 2 . 185 ( 2 . 000) 100 26 113 112 6.25 0 . 0 2 . 185 ( 2 . 000) 100 27 112 111 6.25 0 . 0 2 . 185 ( 2 . 000) 100 28 ill 110 4 . 17 0 . 0 2 . 185 ( 2 . 000) 100 29 110 109 3. 75 0 . 0 2 . 185 ( 2 . 000) 100 30 109 108 7 . 33 0 . 0 2 . 185 ( 2 . 000) 100 31 108 107 9. 25 F 2 . 185 ( 2 . 000) 100 32 107 106 9. 33 0 . 0 2 . 185 ( 2 . 000) 100 33 106 36 17 . 46 2E 2 . 185 ( 2 . 000) 100 34 36 26 1. 50 T 2 . 185 ( 2 . 000) 100 35 205 204 10 . 00 0 . 0 2 . 185 ( 2 . 000) 100 36 204 203 10 . 00 0 . 0 2 . 185 ( 2 . 000) 100 37 203 202 10 . 00 0 . 0 2 . 185 ( 2 . 000) 100 38 202 201 10 . 00 F 2. 185 ( 2 . 000) 100 39 201 35 22 . 63 2E 2 . 185 ( 2 . 000) 100 40 35 25 3. 21 ET 2 . 185 ( 2 . 000) 100 41 27 26 13. 83 0 . 0 4 . 298 ( 4 . 000) 100 42 26 25 12 . 92 0 . 0 4 . 298 ( 4 . 000) 100 43 25 24 18 . 79 0 . 0 4 . 298 ( 4 . 000) 100 44 24 23 73 . 13 0 . 0 4 . 298 ( 4 . 000) 100 I SPRINKLER SYSTEM INPUT DATA Page 3 DATE: 12/2/2013G: \North Puget Sound\Teaml\Job Files\NC13001 to NC13025\NC13003 Scott JOB TITLE: NC13003 SCOTT GALV. MOST DEM 45 23 22 77 . 96 T 4 .298 ( 4 . 000) 100 46 22 21 10. 83 E 4 . 298 ( 4 . 000) 100 47 21 11 14 . 92 E 4 . 298 ( 4 . 000) 100 48 11 10 9. 83 0. 0 4 .298 ( 4 . 000) 100 49 10 TOR 5. 17 E 4 . 298 ( 4 . 000) 100 50 TOR BOV 25. 00 D 4 . 298 ( 4 . 000) 100 51 BOV BOR 2 . 50 0 . 0 4.298 ( 4 . 000) 120 52 BOR BF2 460. 17 3E 8.249 ( 8 . 000) 140 53 BF1 BF2 Fixed Loss Device -3. 0 psi 54 BF1 SOURCE 52 . 92 2ETG 8 .249 ( 8 . 000) 140 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/2/2013YDRAULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV MD. SDF JOB TITLE: NC13003 SCOTT GALV. MOST DEM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS . PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 92 . 8 62 . 9 5000. 0 91. 8 799. 8 81 . 8 Required pressure is 10 . 0 psi (11%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 799. 8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250. 0 GPM OTHER HOSE STREAM ALLOWANCES 0. 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 549. 8 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (F'i.) (PSI) (GPM) (FT"-2) (GPM/FT-2) 221 45. 2 K= 8 . 00 9 . 8 25 . 0 110 . 6 0 .200 0. 226 220 45 . 7 K= 8 . 00 9 . 6 24 . 8 108 . 5 0. 200 0 . 229 219 46. 2 K= 8 . 00 9 . 6 24 . 8 108 . 5 0. 200 0 . 228 218 46. 5 K= 5. 60 10 . 3 18 . 0 74 . 1 0 .200 0. 242 217 46. 8 K= 5 . 60 10. 5 18 . 1 74 . 1 0.200 0 . 244 216 47 . 5 K= 8 . 00 10. 4 25 . 8 129. 0 0. 200 0 .200 215 48 . 1 K= 8 . 00 11 . 9 27 . 6 129. 0 0 .200 0 . 214 214 47 . 3 K= 8 . 00 14 . 3 30 . 2 129 . 0 0. 200 0 . 234 213 45 . 2 K= 8 . 00 9. 8 25. 1 110 . 6 0. 200 0 . 227 212 45 . 7 K= 8 . 00 9. 7 24 . 9 108 . 5 0 .200 0 . 230 211 46. 2 K= 8 . 00 9. 7 24 . 9 108 . 5 0 .200 0 . 229 210 46. 6 K= 5. 60 10 . 3 18 . 0 74 . 1 0. 200 0 . 243 209 46. 8 K= 5. 60 10 . 5 18 . 2 74 . 1 0. 200 0 . 245 208 47 . 5 K= 8 . 00 10 . 5 25 . 9 129. 0 0 .200 0 . 201 207 48 . 1 K= 8 . 00 12 . 0 27 . 7 129. 0 0. 200 0 . 215 206 47 . 3 K= 8 . 00 14 . 4 30 . 3 129. 0 0. 200 0 . 235 121 43 . 9 - - - - 11. 7 - - - - - - - - - - - - 120 44 . 5 - - - - 11. 5 - - - - - - - - - - - - 119 45 . 0 - - - - 11. 4 - - - - - - - - - - - - 118 45 . 3 - - - - 11 . 5 - - - - - - - - - - - - 117 45 . 6 - - - - 11 . 7 - - - - - - - - - - - - 116 46. 2 - - - - 12 . 3 - - - - - - - - - - - 115 46. 8 - - - - 14 . 0 - - - - - - - - - - - - 114 46. 1 - - - - 16. 7 - - - - - - - - - - - - 113 43 . 9 - - - = 11 . 7 - - - - - - - - - - - - 112 44 . 5 - - - - 11. 6 - - - - - - - - - - - - lll 45 . 0 - - - - 11 . 5 - - - - - - - - - - - - 110 45 . 3 - - - - 11 . 6 - - - - - - - - - - - - 109 45 . 6 - - - 11 . 8 - - - - - - - - - - - - 108 46. 2 - - - - 12 . 4 - - - - - - - - - - - - 107 46. 8 - - - - 14 . 1 - - - - - - - - - - - - i� 'i i i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/2/2013YDRAULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV MD.SDF JOB TITLE: NC13003 SCOTT GALV. MOST DEM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT-2) 106 46. 1 - - - - 16. 8 - - - - - - - - - 205 45. 7 K= 8 . 00 15. 7 31.7 129. 1 0 . 200 0. 245 204 46. 5 K= 8 . 00 15. 4 31 . 4 129. 1 0 . 200 0 . 243 203 47 . 3 K= 8 . 00 15 . 5 31. 5 122 . 9 0 . 200 0. 256 202 48 . 2 K= 8 . 00 16. 0 32 . 0 124 . 0 0 . 200 0 . 258 201 48 . 2 K= 8 . 00 17 . 9 33. 8 124 . 0 0 .200 0 .273 37 44 . 8 - - - - 25. 6 - - - - - - - - - - - - 36 44 . 7 - - - - 25. 7 - - - - - - - - - - - - 35 46. 4 - - - - 25. 7 - - - - - - - - - - - - 27 43.2 - - - - 30 . 4 - - - - - - - - - - - - 26 43. 2 - - - 30 . 6 - - - - - - - - - - - - 25 43. 2 - - - 31.2 - - - - - - - - - - - - 24 43. 2 - - - - 32 . 9 - - - - - - - - - - - - 23 43. 0 - - - - 39. 3 - - - - - - - - - - - 22 42 . 8 - - - - 48 . 2 - - - - - - - - - - - - 21 42 . 8 - - - - 49. 7 - - - - - - - - - - - - 11 27 . 9 - - - - 58 . 0 - - - - - - - - - - - - 10 28 . 4 - - - - 58 .7 - - - - - - - - - - - - TOR 28 . 0 - - - - 59. 9 - - - - - - - - - - - - BOV 3. 0 - - - - 74 . 7 - - - - - - - - - - - - BOR 0 . 5 - - - - 75. 9 - - - - - - - - - - - - BF2 -3. 0 - - - - 78 . 4 - - - - - - - - - - - BF1 -3. 0 - - - - 81. 4 - - - - - - - - - - - - SOURCE -3. 0 SOURCE 81. 8 549. 8 - - - - - - - - - I ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/2/2013YDRAULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV MD. SDF JOB TITLE: NC13003 SCOTT GALV. MOST DEM PIPE DATA PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -25 . 0 1 . 049 PL 1. 25 PF 1 . 3 221 45 . 2 8 . 0 9. 8 25 . 0 9 . 3 100 FTG T PE 0 . 5 121 43 . 9 0. 0 11.7 0 . 0 0 . 276 TL 4 . 85 PV Pipe: 2 -24 . 8 1. 049 PL 1 . 25 PF 1 . 3 220 45. 7 8 . 0 9 . 6 24. 8 9 . 2 100 FTG T PE 0 . 5 120 44 . 5 0 . 0 11. 5 0. 0 0 .272 TL 4 . 85 PV Pipe: 3 -24 . 8 1 . 049 PL 1. 25 PF 1 . 3 219 46. 2 8 . 0 9 . 6 24 . 8 9 . 2 100 FTG T PE 0 .5 119 45. 0 0 . 0 11 . 4 0. 0 0 . 271 TL 4 . 85 PV Pipe: 4 -18 . 0 1 . 049 PL 1 . 25 PF 0 . 7 218 46. 5 5. 6 10 . 3 18 . 0 6. 7 100 FTG T PE 0 .5 118 45. 3 0. 0 11 . 5 0 . 0 0 . 149 TL 4 . 85 PV Pipe: 5 -18 . 1 1 . 049 PL 1 . 25 PF 0 .7 217 46. 8 5 . 6 10 . 5 18 . 1 6. 7 100 FTG T PE 0 . 5 117 45. 6 0 . 0 11 . 7 0 . 0 0 . 152 TL 4 . 85 PV Pipe: 6 -25 . 8 1 . 049 PL 1 . 25 PF 1 . 4 216 47 . 5 8 . 0 10 . 4 25 . 8 9 . 6 100 FTG T PE 0 . 5 116 46. 2 0. 0 12 . 3 0 . 0 0 .292 TL 4 . 85 PV Pipe: 7 -27 . 6 1 . 049 PL 1. 25 PF 1. 6 215 48 . 1 8 . 0 11 . 9 27 . 6 10 . 2 100 FTG T PE 0 . 5 115 46. 8 0 . 0 14 . 0 0. 0 0 . 331 TL 4 . 85 PV Pipe: 8 -30 . 2 1 . 049 PL 1 . 25 PF 1 . 9 214 47 . 3 8 . 0 14 . 3 30. 2 11 . 2 100 FTG T PE 0 . 5 114 46. 1 0. 0 16. 7 0 . 0 0 . 392 TL 4 . 85 PV Pipe: 9 -25 . 1 1 . 049 PL 1. 25 PF 1 . 3 213 45. 2 8 . 0 9 . 8 25 . 1 9 . 3 100 FTG T PE 0 . 5 113 43. 9 0 . 0 11 . 7 0 . 0 0 . 278 TL 4 . 85 PV Pipe: 10 -24 . 9 1 . 049 PL 1 . 25 PF 1. 3 212 45. 7 8 . 0 9 . 7 24 . 9 9 . 2 100 FTG T PE 0 . 5 112 44 . 5 0 . 0 11 . 6 0 . 0 0 . 274 TL 4 . 85 PV Pipe: 11 -24 . 9 1 . 049 PL 1. 25 PF 1 . 3 211 46. 2 8 . 0 9 . 7 24. 9 9 . 2 100 FTG T PE 0 . 5 111 45 . 0 0 . 0 11 . 5 0. 0 0 . 273 TL 4 . 85 PV Pipe: 12 -18 . 0 1 . 049 PL 1 . 25 PF 0 . 7 210 46. 6 5 . 6 10 . 3 18 . 0 6. 7 100 FTG T PE 0 . 5 110 45 . 3 0 . 0 11 . 6 0 . 0 0 . 150 TL 4 . 85 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/2/2013YDRAULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV MD. SDF JOB TITLE: NC13003 SCOTT GALV. MOST DEM PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -18.2 1 . 049 PL 1 . 25 PF 0 . 7 209 46. 8 5. 6 10 . 5 18 . 2 6.7 100 FTG T PE 0 . 5 109 45 . 6 0. 0 11 . 8 0. 0 0 . 153 TL 4 . 85 PV Pipe: 14 -25 . 9 1 . 049 PL 1 . 25 PF 1 . 4 208 47 . 5 8 . 0 10 . 5 25. 9 9 . 6 100 FTG T PE 0 . 5 108 46. 2 0 . 0 12 . 4 0 . 0 0 . 294 TL 4 . 85 PV Pipe: 15 -27 . 7 1 . 049 PL 1. 25 PF 1 . 6 207 48 . 1 8 . 0 12 . 0 27 . 7 10 . 3 100 FTG T PE 0 . 5 107 46. 8 0. 0 14 . 1 0 . 0 0. 333 TL 4 . 85 PV Pipe: 16 -30 . 3 1. 049 PL 1. 25 PF 1. 9 206 47 . 3 8 . 0 14 . 4 30. 3 11. 3 100 FTG T PE 0 . 5 106 46. 1 0 . 0 16. 8 0. 0 0. 394 TL 4 . 85 PV Pipe: 17 -25 . 0 2 . 185 PL 6. 25 PF 0 . 0 121 43. 9 0 . 0 11 . 7 0. 0 2 . 1 100 FTG ---- PE -0 . 2 120 44 . 5 0. 0 11 . 5 0 . 0 0. 008 TL 6. 25 PV Pipe: 18 -49. 9 2 . 185 PL 6. 25 PF 0 . 2 120 44 . 5 0. 0 11. 5 0. 0 4 .3 100 FTG ---- PE -0. 2 119 45 . 0 0 . 0 11. 4 0 . 0 0 . 028 TL 6. 25 PV Pipe: 19 -74 .7 2 . 185 PL 4 . 17 PF 0 . 2 119 45 . 0 0 . 0 11 . 4 0. 0 6. 4 100 FTG ---- PE -0 .2 118 45 . 3 0 . 0 11 . 5 0. 0 0 . 058 TL 4 . 17 PV Pipe: 20 -92 . 6 2 . 185 PL 3 . 75 PF 0. 3 118 45 . 3 0. 0 11 . 5 0 . 0 7 . 9 100 FTG ---- PE -0. 1 117 45 . 6 0. 0 11 . 7 0 . 0 0 . 087 TL 3. 75 PV Pipe: 21 -110 . 7 2 . 185 PL 7. 33 PF 0. 9 117 45. 6 0. 0 11 . 7 0 . 0 9. 5 100 FTG ---- PE -0. 3 116 46. 2 0 . 0 12 . 3 0 . 0 0 . 121 TL 7 . 33 PV Pipe: 22 -136. 5 2 . 185 PL 9. 25 PF 2. 0 116 46. 2 0 . 0 12 . 3 0. 0 11. 7 100 FTG F PE -0.3 115 46. 8 0 . 0 14 . 0 0 . 0 0 . 179 TL 10 . 95 PV Pipe: 23 -164 . 1 2 . 185 PL 9 . 33 PF 2 . 3 115 '46. 8 0 . 0 14 . 0 0 . 0 14 . 0 100 FTG ---- PE 0 . 3 114 46. 1 0 . 0 16. 7 0. 0 0 . 251 TL 9 . 33 PV Pipe: 24 -194 . 4 2 . 185 PL 17 . 46 PF 8 . 3 114 46. 1 0. 0 16. 7 0 . 0 16. 6 100 FTG 2E PE 0 . 6 37 44 . 8 0. 0 25 . 6 0 . 0 0 . 343 TL 24 . 06 PV Pipe: 25 -194 . 4 2 . 185 PL 1 . 50 PF 4 . 2 37 44 . 8 0 . 0 25 . 6 0 . 0 16. 6 100 FTG T PE 0 . 6 27 43 . 2 0 . 0 30 . 4 0 . 0 0 . 343 TL 12 . 30 PV � � � � �� r I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/2/2013YDRAULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV MD. SDF JOB TITLE: NC13003 SCOTT GALV. MOST DEM PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -25. 1 2 . 185 PL 6. 25 PF 0. 0 113 43 . 9 0 . 0 11. 7 0. 0 2. 1 100 FTG ---- PE -0.2 112 44 . 5 0. 0 11. 6 0 . 0 0 . 008 TL 6. 25 PV Pipe: 27 -50 . 0 2 . 185 PL 6. 25 PF 0 . 2 112 44 . 5 0 . 0 11. 6 0. 0 4 . 3 100 FTG ---- PE -0 . 2 111 45. 0 0 . 0 11. 5 0 . 0 0 . 028 TL 6. 25 PV Pipe: 28 -74 . 9 2 . 185 PL 4 . 17 PF 0 . 2 111 45 . 0 0 . 0 11. 5 0 . 0 6. 4 100 FTG ---- PE -0 . 2 110 45. 3 0 . 0 11. 6 0 . 0 0 . 059 TL 4 . 17 PV Pipe: 29 -92 . 9 2 . 185 PL 3. 75 PF 0 . 3 110 45. 3 0 . 0 11. 6 0 . 0 7 . 9 100 FTG ---- PE -0 . 1 109 45. 6 0 . 0 11. 8 0. 0 0 . 088 TL 3. 75 PV Pipe: 30 -111 . 1 2 . 185 PL 7 . 33 PF 0. 9 109 45 . 6 0 . 0 11. 8 0 . 0 9 . 5 100 FTG ---- PE -0. 3 108 46. 2 0. 0 12 . 4 0 . 0 0 . 122 TL 7 . 33 PV Pipe: 31 -136. 9 2 . 185 PL 9. 25 PF 2 . 0 108 46. 2 0 . 0 12 . 4 0. 0 11. 7 100 FTG F PE -0 . 3 107 46. 8 0 . 0 14 . 1 0. 0 0 . 180 TL 10. 95 PV Pipe: 32 -164 . 6 2 . 185 PL 9. 33 PF 2 . 4 107 46. 8 0 . 0 14 . 1 0 . 0 14 . 1 100 FTG ---- PE 0 . 3 106 46. 1 0 . 0 16. 8 0 . 0 0 . 253 TL 9 . 33 PV Pipe: 33 -195. 0 2 . 185 PL 17 . 46 PF 8 . 3 106 46. 1 0 . 0 16. 8 0 . 0 16. 7 100 FTG 2E PE 0 . 6 36 44 . 7 0 . 0 25. 7 0 . 0 0 . 345 TL 24 . 06 PV Pipe: 34 -195. 0 2 . 185 PL 1. 50 PF 4 . 2 36 44 . 7 0. 0 25. 7 0 . 0 16.7 100 FTG T PE 0 . 6 26 43. 2 0 . 0 30. 6 0 . 0 0 . 345 TL 12 . 30 PV Pipe: 35 -31. 7 2 . 185 PL 10 . 00 PF 0 .1 205 45 . 7 8 . 0 15. 7 31 . 7 2 . 7 100 FTG ---- PE -0 . 4 204 46. 5 8 . 0 15 . 4 31 . 4 0 . 012 TL 10 . 00 PV Pipe: 36 -63 . 1 2 . 185 PL 10 . 00 PF 0. 4 204 46. 5 8 . 0 15 . 4 31 . 4 5. 4 100 FTG ---- PE -0. 3 203 47 . 3 8 . 0 15 . 5 31. 5 0 . 043 TL 10 . 00 PV Pipe: 37 -94 . 6 2 . 185 PL 10 . 00 PF 0 . 9 203 47 . 3 8 . 0 15 . 5 31 . 5 8 . 1 100 FTG ---- PE -0 . 4 202 48 . 2 8 . 0 16. 0 32 . 0 0 . 091 TL 10 . 00 PV Pipe: 38 -126. 6 2 . 185 PL 10 . 00 PF 1. 8 202 48 . 2 8 . 0 16. 0 32 . 0 10 . 8 100 FTG F PE 0 . 0 201 48 . 2 8 . 0 17 . 9 33 . 8 0 . 155 TL ll . 70 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/2/2013YDRAULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV MD. SDF JOB TITLE: NC13003 SCOTT GALV. MOST DEM PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ . PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -160 . 4 2 . 185 PL 22 . 63 PF 7 . 0 201 48 . 2 8 . 0 17 . 9 33. 8 13 . 7 100 FTG 2E PE 0. 8 35 46. 4 0. 0 25. 7 0 . 0 0 . 241 TL 29. 23 PV Pipe: 40 -160 . 4 2 . 185 PL 3 . 21 PF 4 . 2 35 46. 4 0 . 0 25. 7 0. 0 13 . 7 100 FTG ET PE 1. 4 25 43. 2 0 . 0 31 . 2 0 . 0 0 . 241 TL 17 . 31 PV Pipe: 41 -194 . 4 4 . 298 PL 13. 83 PF 0.2 27 43. 2 0. 0 30 . 4 0 . 0 4 . 3 100 FTG ---- PE 0. 0 26 43. 2 0 . 0 30 . 6 0. 0 0 . 013 TL 13. 83 PV Pipe: 42 -389 . 3 4 . 298 PL 12 . 92 PF 0. 6 26 43 . 2 0 . 0 30 . 6 0 . 0 8 . 6 100 FTG ---- PE 0. 0 25 43 . 2 0 . 0 31 . 2 0 . 0 0 . 046 TL 12 . 92 PV Pipe: 43 -549 . 8 4 . 298 PL 18 .79 PF 1. 6 25 43 . 2 0 . 0 31 . 2 0 . 0 12 . 2 100 FTG ---- PE 0 . 0 24 43 . 2 0 . 0 32 . 9 0 . 0 0 . 087 TL 18 . 79 PV Pipe: 44 -549 . 8 4 .298 PL 73 . 13 PF 6. 4 24 43 .2 0 . 0 32 . 9 0 . 0 12 .2 100 FTG --- PE 0. 1 23 43. 0 0 . 0 39 . 3 0 . 0 0 . 087 TL 73 . 13 PV Pipe: 45 -549 . 8 4 . 298 PL 77 . 96 PF 8 . 8 23 43. 0 0. 0 39. 3 0 . 0 12 . 2 100 FTG T PE 0 . 1 22 42 . 8 0 . 0 48 .2 0 . 0 0 . 087 TL 100 . 66 PV Pipe: 46 -549 . 8 4 . 298 PL 10. 83 PF 1. 5 22 42 . 8 0 . 0 48 . 2 0 . 0 12 . 2 100 FTG E PE 0. 0 21 42 . 8 0 . 0 49 . 7 0 . 0 0 . 087 TL 17 . 43 PV Pipe: 47 -549 . 8 4 . 298 PL 14 . 92 PF 1. 9 21 42 . 8 0 . 0 49. 7 0 . 0 12 . 2 100 FTG E PE 6. 4 11 27 . 9 0 . 0 58 . 0 0. 0 0 . 087 TL 21 . 52 PV Pipe: 48 -549 . 8 4 . 298 PL 9. 83 PF 0. 9 11 27 . 9 0 . 0 58 . 0 0 . 0 12 . 2 100 FTG ---- PE -0.2 10 28 . 4 0 . 0 58 . 7 0 . 0 0 . 087 TL 9. 83 PV Pipe: 49 -549 . 8 4 . 298 PL 5 . 17 PF 1. 0 10 28 . 4 0 . 0 58 . 7 0 . 0 12 . 2 100 FTG E PE 0 . 2 TOR 28 . 0 0 . 0 59. 9 0 . 0 0 . 087 TL 11. 77 PV Pipe: 50 -549 . 8 4 . 298 PL 25 . 00 PF 4 . 0 TOR 28 . 0 0 . 0 59 . 9 0 . 0 12 . 2 100 FTG D PE 10. 8 BOV 3. 0 0 . 0 74 . 7 0 . 0 0 . 087 TL 45 . 60 PV Pipe: 51 -549. 8 4 . 298 PL 2 . 50 PF 0. 2 BOV 3. 0 0 . 0 74 . 7 0 . 0 12 . 2 120 FTG ---- PE 1 . 1 BOR 0. 5 0 . 0 75 . 9 0 . 0 0 . 062 TL 2 . 50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/2/2013YDRAULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV MD. SDF JOB TITLE: NC13003 SCOTT GALV. MOST DEM PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -549. 8 8 . 249 PL 460. 17 PF 1. 0 BOR 0. 5 0 . 0 75. 9 0 . 0 3. 3 140 FTG 3E PE 1. 5 BF2 -3 . 0 0 . 0 78 . 4 0 . 0 0. 002 TL 517.75 PV Pipe: 53 FIXED PRESSURE LOSS DEVICE BF1 -3. 0 0 . 0 81. 4 0 . 0 3 . 0 psi, 549. 8 gpm BF2 -3. 0 0 . 0 78 . 4 0. 0 Pipe: 54 -549. 8 8 . 249 PL 52 . 92 PF 0. 3 BF1 -3. 0 0 . 0 81 . 4 0. 0 3 . 3 140 FTG 2ETG PE 0 . 0 SOURCE -3 . 0 SRCE 81 . 8 (N/A) 0 . 002 TL 157 . 09 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 4 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 . 001 gpm and a maximum imbalance at any node of 0 . 070 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16. 7 ft/sec at pipe 33 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 91. 68 psi compared to the minimum required pressure of 20 . 00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SMITH. PIP 1 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/2/2013YDRAULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV MD. SDF JOB TITLE : NC13003 SCOTT GALV. MOST DEM PAGE: Z MATERIAL: SCH7 HWC: 100 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly AlmChk DPVly fleX 1 . 049 1 . 40 3. 60 1. 00 3. 60 4 . 30 1 . 00 0 . 00 0. 00 0. 00 2 . 185 3. 30 10. 80 1. 70 10.30 4 . 40 1. 00 8 . 80 8 . 8.0 0. 00 4 .298 6. 60 22 . 70 3 . 40 17 . 60 5. 60 2 . 10 20 . 60 20 . 60 0 . 00 8 .249 10 . 30 32 .20 5. 10 35. 70 4 . 50 3 . 10 41. 70 45. 90 0. 00 '' I y SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/2/2013YDRAULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV MD. SDF JOB TITLE: NC13003 SCOTT GALV. MOST DEM 0 0 0 Ln I � � v 0 ty' 04 04 �4 a (D U U cm) S4 co N CO o Ll of 0) of 0) a ro I z a) r— UlP- sa4E� O w S4 N � N Cj 04 m o 3 a v u v `o O ro a N O � � ,-I r-i m -H Ln o >, I m a�03 mCD � I � 4J U) N I O l9 N O E� O O I �4 U) 4-a U) I rl H O O U) 00 I O Ln w N >A N M U 4-) z .. 0 O U O Q, � q H CJ m 4--) a, +, L14 D U] j o I o o a I 4J w u � U o w o a a: CD � m o � o Q N N O 0 o z Ln 0 o 0 . I N O O O O O O O O O O O O I O 001-1 l0 N 0FC � � w a, aw � v� � rzw -- aU) -� -- I 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/2/2013YDRAULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV MD.SDF JOB TITLE: NC13003 SCOTT GALV. MOST DEM WATER SUPPLY CURVE 96+ 1 *0 I \\ 88+ \\ I \\ I \ Ix \\ 80+ \\ I \\ I \\ I \ 72+ \\ \\ \\ \\ P 64+ \ R I * <-62 . 9 psi @ 5000 gpm E I Flow Test Point S I S 56+ U I R I E 1 48+ ( I P S I I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND " I � I X = Required Water Supply " 1 81. 75 psi @ 799. 8 gpm " 8+ " 1 0 = Available Water Supply " 91 . 79 psi @ 799 . 8 gpm " I 0++-+---+----+-----+------+--------+--------+---------+------------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) � is I SMITH FIRE SYSTEMS , INC . JOB NO. NC13003 SCOTT GALVANIZING DRY SYS. NO. 1 MECHANICAL/ELECTRICAL ROOM & BOILER ROOM AREA HYDRAULIC NODES 301 - 307 AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .20 GPM / ENTIRE AREA SYSTEM DEMAND AT BASE OF RISER 375.9 GPM AT 81.3 PSI i i i SPRINKLER SYSTEM INPUT DATA Page 1 DATE: 12/2/2013G: \NORTH PUGET SOUND\TEAM1\JOB FILES\NC13001 TO NC13025\NC13003 SCOTT JOB TITLE: NC13003 SCOTT GALV AUX 1 Source Nodes Node Tag Elevation Static Residual Flow Hose Stream Pressure Pressure Allowance (ft) (psi) (psi) (gpm) (gpm) SOURCE -3 . 00 92 . 8 62 . 9 5000 250 Node Data Node Tag Elevation K Req. Den. Area (ft) (gpm/ft^2) (ft^2) 307 16. 29 11 . 20 0 .200 255 . 0 306 16. 25 11. 20 0 .200 255. 0 305 16. 17 8 . 00 0. 200 108 .5 304 16. 18 11 . 20 0 . 200 255 . 0 303 16. 14 11. 20 0 . 200 255 . 0 302 16. 14 11. 20 0 . 200 255 . 0 301 16. 29 11 . 20 0 .200 255. 0 53 16. 20 0 . 00 0. 000 0 . 0 52 16. 19 0 . 00 0 . 000 0. 0 51 16. 12 0 . 00 0 . 000 0 . 0 23 43 . 00 0 . 00 0 . 000 0 . 0 22 42 . 83 0 . 00 0 . 000 0 . 0 21 42 . 79 0 . 00 0 . 000 0. 0 11 27 . 92 0 . 00 0 . 000 0 . 0 10 28 . 42 0 . 00 0. 000 0 . 0 TOR 28 . 00 0 . 00 0 . 000 0 . 0 BOV 3 . 00 0 . 00 0 . 000 0 . 0 BOR 0 . 50 0 . 00 0 . 000 0. 0 BF2 -3 . 00 0 . 00 0 . 000 0 . 0 BF1 -3 . 00 0 . 00 0 . 000 0 . 0 SOURCE -3 . 0 SOURCE 0 . 000 0 . 0 Pipe Data Pipe Tag End Node Tags Length Fittings Diameter HWC (ft) (ft) (in) 1 301 302 12 . 50 0 . 0 2 . 185 ( 2 . 000) 100 2 302 51 6. 50 T 2 . 185 ( 2 . 000) 100 3 307 306 15 . 00 0 . 0 2 . 185 ( 2 . 000) 100 4 306 53 4 . 17 0 . 0 2 . 185 ( 2 . 000) 100 5 305 53 5 . 50 T 1. 049 ( 1 . 000) 100 6 53 52 2 . 33 0 . 0 2. 185 ( 2 . 000) 100 7 52 304 4 . 12 0 . 0 2 . 185 ( 2 . 000) 100 8 304 303 12 .50 0 . 0 2 . 185 ( 2 . 000) 100 9 303 51 6. 00 T 2 . 185 ( 2 . 000) 100 10 51 23 46. 46 2ET 2 . 703 ( 2 . 500) 100 11 23 22 77 . 96 T 4 . 298 ( 4 . 000) 100 12 22 21 10 . 83 E 4 . 298 ( 4 . 000) 100 13 21 11 14 . 92 E 4 .298 ( 4 . 000) 100 14 11 10 9. 83 0 . 0 4 .298 ( 4 . 000) 100 15 10 TOR 5 . 17 E 4 . 298 ( 4 . 000) 100 16 TOR BOV 25. 00 D 4 . 298 ( 4 . 000) 100 17 BOV BOR 2 . 50 0 . 0 4 . 298 ( 4 . 000) 120 18 BOR BF2 460 . 17 3E 8 . 249 ( 8 . 000) 140 19 BF1 BF2 Fixed Loss Device -3 . 0 psi 20 BF1 SOURCE 52 . 92 2ETG 8 . 249 ( 8 . 000) 140 I SPRINKLER SYSTEM INPUT DATA Page 2 DATE: 12/2/2013G: \NORTH PUGET SOUND\TEAM1\JOB FILES\NC13001 TO NC13025\NC13003 SCOTT JOB TITLE: NC13003 SCOTT GALV AUX 1 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/2/2013AULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV AUX l . SDF JOB TITLE: NC13003 SCOTT GALV AUX 1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS . PRESS. @ PRESS . @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 92 . 8 62 . 9 5000 . 0 92 . 2 625 . 9 86. 4 Required pressure is 5 . 7 psi (60) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 625. 9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 375. 9 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 307 16. 3 K=11. 20 20 . 7 51 . 0 255. 0 0. 200 0.200 306 16. 2 K=11. 20 21 . 2 51 . 6 255. 0 0 . 200 0. 202 305 16.2 K= 8 . 00 17 . 4 33 . 4 108 . 5 0. 200 0. 307 304 16.2 K=11 .20 22 . 8 53 . 5 255. 0 0. 200 0. 210 303 16. 1 K=11.20 26. 9 58 . 1 255.0 0 .200 0.228 302 16. 1 K=11. 20 33 . 2 64 . 5 255.0 0 . 200 0.253 301 16. 3 K=11.20 32 . 6 63 . 9 255.0 0 . 200 0 .251 53 16. 2 - - - - 21 . 6 - - - - - - - - - - - - 52 16.2 - - - - 22 . 1 - - - - - - - - - - - - 51 16. 1 - - - - 35. 9 - - - - - - - - - - - - 23 43. 0 - - - 53 . 8 - - - - - - - - - - - - 22 42 . 8 - - - - 58 . 3 - - - - - - - - - - - --- 21 42. 8 - - - - 59 . 0 - - - - - - - - - - - - 11 27 . 9 - - - 66. 4 - - - - - - - - - - - - 10 28 . 4 - - - - 66. 6 - - - - - - - - - - - - TOR 28 . 0 - - - - 67 . 3 - - - - - - - - - - - - BOV 3 . 0 - - - - 80 . 1 - - - - - - - - - - - - BOR 0. 5 - - - 81 . 3 - - - - - - - - - - - - BF2 -3. 0 - - - - 83 . 3 - - - - - - - - - - - - BF1 -3. 0 - - - - 86. 3 - - - - - - - - - - - - SOURCE -3 . 0 SOURCE 86. 4 375 . 9 - - - - - - - - - . . I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/2/2013AULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV AUX l. SDF JOB TITLE: NC13003 SCOTT GALV AUX 1 PIPE DATA PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -63. 9 2 . 185 PL 12 . 50 PF 0. 5 301 16. 3 11 .2 32 . 6 63. 9 5. 5 100 FTG ---- PE 0. 1 302 16. 1 11 .2 33 . 2 64 . 5 0. 044 TL 12 . 50 PV Pipe: 2 -128 . 4 2 . 185 PL 6. 50 PF 2 . 8 302 16. 1 11.2 33. 2 64 . 5 11 . 0 100 FTG T PE 0. 0 51 16. 1 0. 0 35. 9 0. 0 0. 160 TL 17 . 30 PV Pipe: 3 -51 . 0 2 . 185 PL 15. 00 PF 0 . 4 307 16. 3 11. 2 20 . 7 51 . 0 4 . 4 100 FTG ---- PE 0 . 0 306 16. 2 11.2 21 . 2 51 . 6 0 . 029 TL 15 . 00 PV Pipe: 4 -102 . 6 2 . 185 PL 4 . 17 PF 0. 4 306 16. 2 11. 2 21 . 2 51. 6 8 . 8 100 FTG ---- PE 0. 0 53 16. 2 0. 0 21 . 6 0. 0 0. 105 TL 4 . 17 PV Pipe: 5 -33 . 4 1. 049 PL 5. 50 PF 4 . 3 305 16. 2 8 . 0 17 . 4 33. 4 12 . 4 100 FTG T PF 0 . 0 53 16. 2 0. 0 21 . 6 0. 0 0. 470 TL 9. 10 PV Pipe: 6 -135 . 9 2 . 185 PL 2 .33 PF 0 . 4 53 16. 2 0 . 0 21 . 6 0 . 0 11. 6 100 FTG ---- PE 0 . 0 52 16.2 0 . 0 22 . 1 0 . 0 0. 177 TL 2 . 33 PV Pipe: 7 -135. 9 2. 185 PL 4 . 12 PF 0. 7 52 16. 2 0 . 0 22 . 1 0 . 0 11 . 6 100 FTG ---- PE 0 . 0 304 16. 2 11 . 2 22 . 8 53 . 5 0 . 177 TL 4 . 12 PV Pipe: 8 -189. 4 2 . 185 PL 12 .50 PF 4 . 1 304 16. 2 11. 2 22 . 8 53. 5 16. 2 100 FTG ---- PE 0 . 0 303 16. 1 11. 2 26. 9 58. 1 0 . 327 TL 12 . 50 PV Pipe: 9 -247 . 5 2 . 185 PL 6. 00 PF 9. 0 303 16. 1 11 .2 26. 9 58 . 1 21. 2 100 FTG T PE 0. 0 51 16. 1 0 . 0 35 . 9 0. 0 0 . 537 TL 16. 80 PV Pipe: 10 -375. 9 2 . 703 PL 46. 46 PF 29. 5 51 16. 1 0 . 0 35. 9 0 . 0 21. 0 100 FTG 2ET PE -11 . 6 23 43 . 0 0 . 0 53 . 8 0. 0 0 . 413 TL 71 . 56 PV Pipe: 11 -375. 9 4 .298 PL 77 . 96 PF 4 . 3 23 43. 0 0 . 0 53 . 8 0 . 0 8 . 3 100 FTG T PE 0. 1 22 42 . 8 0. 0 58 . 3 0 . 0 0 . 043 TL 100 . 66 PV Pipe: 12 -375. 9 4 . 298 PL 10 . 83 PF 0 . 8 22 42 . 8 0 . 0 58 . 3 0 . 0 8 . 3 100 FTG E PE 0 . 0 21 42 . 8 0 . 0 59. 0 0 . 0 0 . 043 TL 17 . 43 PV I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/2/2013AULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV AUX l. SDF JOB TITLE: NC13003 SCOTT GALV AUX 1 PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -375. 9 4 . 298 PL 14 . 92 PF 0. 9 21 42. 8 0 . 0 59. 0 0 . 0 8 . 3 100 FTG E PE 6. 4 11 27 . 9 0 . 0 66. 4 0 . 0 0 . 043 TL 21 . 52 PV Pipe: 14 -375. 9 4 .298 PL 9 . 83 PF 0 . 4 11 27 . 9 0 . 0 66. 4 0 . 0 8 . 3 100 FTG ---- PE -0 .2 10 28 . 4 0 . 0 66. 6 0 . 0 0 . 043 TL 9 . 83 PV Pipe: 15 -375. 9 4 . 298 PL 5 . 17 PF 0.5 10 28 . 4 0 . 0 66. 6 0 . 0 8 . 3 100 FTG E PE 0 .2 TOR 28 . 0 0 . 0 67 . 3 0 . 0 0. 043 TL 11 . 77 PV Pipe: 16 -375. 9 4 . 298 PL 25 . 00 PF 2. 0 TOR 28 . 0 0 . 0 67 . 3 0 . 0 8 . 3 100 FTG D PE 10. 8 BOV 3. 0 0. 0 80 . 1 0 . 0 0. 043 TL 45 . 60 PV Pipe: 17 -375. 9 4 . 298 PL 2 . 50 PF 0 . 1 BOV 3. 0 0 . 0 80 . 1 0 . 0 8 . 3 120 FTG ---- PE 1. 1 BOR 0. 5 0 . 0 81 . 3 0. 0 0 . 031 TL 2 . 50 PV Pipe: 18 -375. 9 8 . 249 PL 460 . 17 PF 0. 5 BOR 0. 5 0 . 0 81. 3 0. 0 2 . 3 140 FTG 3E PE 1. 5 BF2 -3. 0 0 . 0 83 . 3 0. 0 0 . 001 TL 517 . 75 PV Pipe: 19 FIXED PRESSURE LOSS DEVICE BF1 -3. 0 0 . 0 86. 3 0 . 0 3. 0 psi, 375 . 9 gpm BF2 -3. 0 0 . 0 83 . 3 0 . 0 Pipe: 20 -375. 9 8 . 249 PL 52 . 92 PF 0. 2 BF1 -3. 0 0 . 0 86. 3 0 . 0 2. 3 140 FTG 2ETG PE 0. 0 SOURCE -3. 0 SRCE 86. 4 (N/A) 0. 001 TL 157 . 09 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 4 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 . 003 gpm and a maximum imbalance at any node of 0. 066 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21 . 2 ft/sec at pipe 9. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. ti �� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/2/2013AULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV AUX l. SDF JOB TITLE: NC13003 SCOTT GALV AUX 1 (5) Available pressure at source node SOURCE under full flow conditions is 92 . 13 psi compared to the minimum required pressure of 20. 00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SMITH. PIP PAGE: Z MATERIAL: SCH7 HWC: 100 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly AlmChk DPVly fleX 1. 049 1. 40 3 . 60 1. 00 3. 60 4 . 30 1 . 00 0 . 00 0. 00 0. 00 2 . 185 3. 30 10. 80 1.70 10 . 30 4 . 40 1. 00 8 . 80 8 . 80 0 . 00 2 . 703 4 . 80 15. 50 2 . 40 16. 60 4 . 10 1. 40 7 . 80 7 . 80 0 . 00 4 . 298 6. 60 22 . 70 3. 40 17 . 60 5 . 60 2 . 10 20. 60 20. 60 0. 00 8 . 249 10. 30 32 . 20 5. 10 35. 70 4 . 50 3. 10 41. 70 45. 90 0. 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/2/2013AULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV AUX 1.SDF JOB TITLE: NC13003 SCOTT GALV AUX 1 0 O 0 Ln a a u u a) U U CDS4 rn a) 61 O N U) N OL ra I CDz a� � (f) aI~ (D W s4 a) � w CD o. �4 U) Q W �l -U) -o m u CD Q) un o b ° �4 � JW r{ ,� io -li m O >, U)r-4 � cn cn i > N a) o rl r� rn WY. OD Q+ I N O rn N O N N o H O O I O �4 Wn L" N Wn N -rl � U) 0 co i Hco I O U) O y Un a-, N F:� U O aro W �4 a, +' x o N U� O 0 x I co -0 W � � U -r-I O m o N N a o m o m o Ca N N CDJ-W O O Z I � O O O 7, O O O O O O O O O O O O O co (N r-I 0 9 n (7 W a+ 0� W U) U) 04 U) ri I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE : 12/2/2013AULIC CALCULATIONS\HASS FILES\NC13003 SCOTT GALV AUX l. SDF JOB TITLE: NC13003 SCOTT GALV AUX 1 WATER SUPPLY CURVE 9 6+ I *0 I \\ 88+ \\ IX \\ I \ I \\ 80+ \\ I \\ I \\ I \ 72+ \\ I \\ I \\ I \\ P 64+ \ R I * <-62 . 9 psi @ 5000 gpm E I Flow Test Point S I S 56+ U I R I E 1 48+ ( I P S I 40+ I I 1 32+ I I I 24+ I I 16+ LEGEND " I I X = Required Water Supply " 1 86. 43 psi @ 625 . 9 gpm " 8+ " 1 0 = Available Water Supply " I 92 . 16 psi @ 625 . 9 gpm " I 0++-+---+----+-----+------+--------+--------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) �,��ti v:; y . � BUILDING INSPECTION REPORT — Fire Sprinkler Permit No. 257 Address: 6010 199th St. Contractor: Smith Fire Systems Owner: Scott Galvanizing Date: 5/15/2014 ® APPROVAL ❑ PARTIAL APPROVAL ❑ CORRECTION ❑ OTHER INSPECTION: Above-ground hydro for sprinkler addition FIRE SPRINKLER: ❑ HEADS: ❑ FACP ACCESS: ❑ SPARE HEADS: ❑ SPRINKLER ROOM ACCESS: ❑ DOUBLE CHECK: ❑ PIPING: ® HYDRO: SUPPORTS: ® FLOW: ❑ CONCEALED SPACES: ❑ TAMPER: ❑ ANNUNCIATION: ❑ ALARM/BELL: ❑ Date: 5/15/2014 Inspector: YOUNG BUILDING INSPECTION REPORT — Fire Sprinkler Permit No. 257 Address: 6010 199th St. Contractor: Smith Fire Systems Owner: Arlington Land Holdings Date: 4/18/2014 ® APPROVAL ❑ PARTIAL APPROVAL ❑ CORRECTION ❑ OTHER INSPECTION: Sprinkler Acceptance Test FIRE SPRINKLER: N HEADS: N FACP ACCESS: N SPARE HEADS: N SPRINKLER ROOM ACCESS: N DOUBLE CHECK: N PIPING: N HYDRO: N SUPPORTS: N FLOW: N CONCEALED SPACES: ❑ TAMPER: N ANNUNCIATION: N ALARM/BELL: N Date: 4/18/2014 Inspector: YOUNG Date: 04/08/2026 Permit#: 257 Permit Date: 12/05/2013 Review Date: 12/05/2013 Permit Type: FIRE SPRINKLER Review Type: FIRE SPRINKLER Target Date: 12/13/2013 Scheduled Time: Completed 12/06/2013 Date: Description: System required to be monitored for flow and tamper - Central Station. Detector and pull station required in riser room. Review Status: Assigned To: z.Christopher Young Time In: Time Out: Hours: Property Information Parcel#: 00746300000800 ARLINGTON LAND HOLDINGS LLC ARLINGTON LAND HOLDINGS LLC PO BOX 1600 6010 199TH ST NE ORTING, WA 98360 Zoning: 910 Undeveloped(Vacant) LandLot: Block: Permit#: 257 Permit Date: 12/05/13 Permit Type: FIRE SPRINKLER Project Name: Scott Galvanizing Applicant Name: Smith Fire Systems Applicant Address: 1106 54th Avenue E Applicant, City, State, Zip: Tacoma,WA 98424 Contact: Jason Juhl Phone: 253-248-2667 Email:jjuhl@smithfire.com Scope of Work: Valuation: 38256.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 12/17/2013 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning ARLINGTON 9 1000746300000800 6010 199TH ST NE LAND HOLDINGS (Vacant) Undeveloped cant)Land LLC (Va Contractors Contractor Primary Contact Phone Address Contractor Type License License# SMITH FIRE 1106 54th Avenue CONSTRUCTION SYSTEMS Tangi Norris 253-248-2009 E CONTRACTOR UBI 601046860 SMITH FIRE 1106 54th Avenue CONSTRUCTION SYSTEMS Tangi Norris 253-248-2009 E CONTRACTOR Labor&Industries SMITHFS1360T Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 04/18/2014 FS07.FIRE Acceptance test conducted 04/18/2014 04/18/2014 z.Christopher Young Approved SPRINKLER FINAL and passed 03/24/2014 FS07.FIRE Above ground hydro tested 03/24/2014 03/24/2014 z.Christopher Young Approved SPRINKLER FINAL at 200psi for 3-hours. FS07.FIRE Underground hydro on 200 03/11/2014 SPRINKLER FINAL psi since 1lam 03/11/2014 03/11/2014 z.Christopher Young Approved Underground sprinkler line was only tested for 15- FS07.FIRE minutes by the water dept. Partial 03/06/2014 SPRINKLER FINAL Contractor will re-test at 03/06/2014 z.Christopher Young Approval 200psi for 2-hours.Flush of underground line completed and approved. Plan Reviews Date Review Type Description Assigned To Review Status System required to be monitored for flow and tamper- 12/05/2013 FIRE SPRINKLER Central Station.Detector and pull station required in riser z.Christopher Young room. 12/05/2013 FIRE SPRINKLER z.Tom Cooper 12/05/2013 FIRE SPRINKLER Launa Black 12/05/2013 FIRE SPRINKLER PW-WAT-REV Fees Fee Description Notes Amount Fire System Plan Review Table 4-1 $100.00 Fire Sprinkler System Commercial NFPA 13/13R $683.84 Total $783.84 Attached Letters Date Letter Description 12/05/2013 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 12/17/2013 Smith Fire Systems 48566140 cc $783.84 Outstanding Balance $0.00 Notes Date Note Created By: 12/05/2013 Plans are available for review in the Permit Center plan review room. 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