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Home My WebLink About20227 77th Avenue NE_BLD1428_2026 CITY OF ARLINGTON CU Aim 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:20227 77th Ave NE Permit#:1428 Parcel#:00829100000103 Valuation: 170500.00 OWNER APPLICANT CONTRACTOR Name:WD ARLINGTON INVESTMENT LLC Name:Unlimited Mechanical,Inc. Name:UNLIMITED MECHANICAL INC Address: 1020 WEST CASINO RD Address:PO BOX 1457 Address: 19221 63rd Avenue NE#2 City,State Zip:EVERETT,WA 98204 City,State Zip:Marysville,WA 98270 City,State Zip:Arlington,WA 98223 Phone: Phone:425-583-4775 Phone:425-583-4775 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: 3 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 17 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. IBC 110/IRC 1 l0. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form an ded City of Arl' ton#3101. - �1ti�11e. �b1�>1 �-!��lc�► � SignTj Print Name Date Released By Da CONDITIONS See red lined drawings. Adhere to approved plans. Additional requirements: All buildings are required to have a DCVA at point of connection. The DCVA can be installed inside a mechanical room before any branched connections. 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 Total Due: $0.00 Total Payment: $0.00 Balance Due: $0.00 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 -� CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 -- PHONE; (360)403-3551 BUILDING PERMIT Address:20227 77th Ave NE Permit#:1428 Parcel#:00829100000103 Valuation: 170500.00 OWNER APPLICANT CONTRACTOR Name:WD ARLINGTON INVESTMENT LLC Name:Unlimited Mechanical,Inc. Name:UNLIMITED MECHANICAL INC Address:1020 WEST CASINO RD Address:PO BOX 1457 Address: 19221 63rd Avenue NE#2 City,State Zip:EVERETT,WA 98204 City,State Zip:Marysville,WA 98270 City,State Zip:Arlington,WA 98223 Phone: Phone:425-583-4775 Phone:425-5834775 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: 3 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 17 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. IBC IOARCI10. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form an ded City of Arl" tan#3101. � -�A nga Ll/":�!0/► Sign � — 1 11 e&-- ,4�//7 Print Name Date Released By Da e CONDITIONS See red lined drawings. Adhere to approved plans. Additional requirements: All buildings are required to have a DCVA at point of connection. The DCVA can be installed inside a mechanical room before any branched connections. 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 Total Due: $0.00 Total Payment: $0.00 Balance Due: $0.00 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 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:20227 77th Avenue NE Permit#:1174 Parcel#:00829100000103 Valuation: 170500.00 OWNER APPLICANT CONTRACTOR Name:WD ARLINGTON INVESTMENT LLC Name:Unlimited Mechanical,Inc Name:UNLIMITED MECHANICAL INC Address: 1020 WEST CASINO RD Address:PO Box 1457 Address: 19221 63rd Avenue NE#2 City,State Zip:EVERETT,WA 98204 City,State Zip:Marysville,WA 98270 City,State Zip:Arlington,WA 98223 Phone: Phone:425-583-4775 Phone:425-5834775 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: #: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE EAR: 2015 STORIES: CONS .TYPE: DWELLING UNITS: OCC ROUP: BUILDINGS: 17 CAD: E TAP ROVAL _ I AGREE TO COMPLY WITH CITY AND STATE WS GUI,ATI G CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN IOLA ON OFT E LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND CW R. . THIS APPLICATION IS NOT A PERMIT UNTIL SIGN BY T UI DING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY BUILDING OR TRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BE GRANTED. C1IO/IRC1I0. SALES TAX NOTICE:Sales tax relating to construction cons tion materials in the City A ngton must be reported on your sales tax return form an coded City of Arlin n#3101. I -H_)— ��\C \-e vft JC' /-6 Signatu Print Name Date Rcleas 44 bate CONDITIONS Adhere to approved plans. All building are required to have a DCVA at point of connection. The DCVA can be installed inside a mechanical room before any branched connection. 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 11/23/2016 Fire Review Fee $1,935 86 11/23/2016 Fire Sprinkler Fee $100.00 Total Due: $2,035.86 Total Payment: $0 00 Balance Due: $2,035.86 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 1 1 ' i � w: • f fir:� � � � . 'r7.�— •.r '�, \ d.•� y ._�f.. � 1.. � . L Permit Information Date 10/14/2016 Permit Number 1174 Project Name Park 77 Applicant Name Unlimited Mechanical, Inc Applicant Address PO Box 1457 City,State,Zip Marysville,WA 98270 Contact Shelley Johnson Phone 425-583-4775 Email shelley@umifireprotection.com Permit Type Fire Sprinkler Site Address 20227 77th Avenue NE Valuation 170500.00 Status Applied Permit Issued Permit Expires v Square Feet 0 v Type of Construction/Occupancy Load Number of Stories 0 Proposed Use New sprinkler installation for multi-family dwellings Assigned To Kristin Foster Property Information Owner Information Parcel#:00829100000103 WD ARLINGTON INVESTMENT LLC WD ARLINGTON INVESTMENT LLC 1020 WEST CASINO RD UNKNOWN UNKNOWN EVERETT,WA 98204 Contractors Contractor Name Primary Phone Email Contractor License License# Contact I I Type UNLIMITED MECHANICAL Shelley 25-583- helley@umifireprotection ONTRACTOR Labor& UNLIMM1093M INC Johnson 775 Industires Review Date Type Description Target Date Completed Date Assigned To Status 10/17/20,16 (Fire Sprinkler '10/24/2016 Kevin Olander In Review 10/17/2016 Fire Sprinkler 10/24/2016 PW-Wat-Rev In Review 10/17/2016 IFire Sprinkler 10/24/2016 Tom Conner lin Review Uploaded Files Upload File Date I File I Uploaded By I 1y= FIRE SPRINKLER PERMIT APPLICATION l.t Department of Community & Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF COMPLETE AND SCALED PLANS, TWO (2) SETS OF HYDRALIC CALCULATIONS, TWO (2) SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE. ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS (POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: ✓❑ New Fire Sprinkler ❑ Fire Sprinnkllerr•�ddAdd/Alt ❑ Underground Fire Line Project Address: E �n-1 an, ' lioN Parcel ID#: Project Valuation: 170,500.00 Number of Heads:_ Building Area(Sq Ft): Owner: Park 77, LLC Phone Number: . Address: 1020 Casino Road ��, City:Everett State: WA Zip Code:98204 — Contact Person: ��_r��. mz l/�.lM11U�L, y-- Phone Number: Cell Phone: Email: Address: City: State: Zip Code: Contractor: Unlimited Mechanical, Inc. Phone Number: 425-583-4775 Address. PO Box 1457 City:Marysville State: Wa Zip Code:98270 Contractor's License Number: UNLIMM1093M6 / ' (DU Expiration:05/13/2018 shell Shelley Johnson shee umif i re r Contact Person: Email: YC� _ p otection.com 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 will be in accordance with the laws,rules and regulation of the State of Washington. )ow -) o \_ Applic ig ure Date Print licants Name 22D FOR STAFF USE ONLY -- OCT 14 2016 Permit# Accepted-By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 6/16LP „ � •• ar � }��► 10/17/2016 UNLIMITED MECHANICAL INC Search L&I J ^ Washington State Department of " Labor & Industries UNLIMITED MECHANICAL INC Owner or tradesperson PO BOX 1457 Principals MARYSVILLE,WA 98270 360-657-2182 WILLIAMS,WAYNE DAVID, PRESIDENT SNOHOMISH County WILLIAMS,WARREN C, PRESIDENT (End:05/11/2010) Doing business as UNLIMITED MECHANICAL INC WA UBI No. Business type 601 329 467 Corporation Governing persons PATRICK H GARRITY WARREN CORTNEY WILLIAMS; WAYNE D WILLIAMS; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties FIRE PROTECT SYSTEM License no. UNLIMMI093M6 Effective—expiration 07/26/1991—05/13/2018 Bond No bond accounts during the previous 6 year period. Insurance Kinsale Insurance Company $1,000,000.00 Policy no. 01000086650 Received by L&I Effective date 10/10/2015 12/01/2012 Expiration date 12/01/2016 Insurance history Savings (in lieu of bond) $6,000.00 Received by L&I Effective date O7/29/2009 07/29/2009 Release date Impaired date N/A N/A Savings account ID https://secure.I ni.wa.gov/verify/D etai l.aspx?UBI=601329467&LIC=U N LI M M 1093M 6&SAW= 112 i 10/17/2016 UNLIMITED MECHANICAL INC 47476822812705 (in lieu of bond) $4,000.00 Received by L&I Effective date 05/09/2002 07/26/1991 Release date Impaired date N/A N/A Savings account I D 36410063159 Savings history Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 812,167-00 Doing business as UNLIMITED MECHANICAL INC Estimated workers reported Quarter 2 of Year 2016"11 to 20 Workers" L&I account representative T2/SUSAN BETTS(360)902-4828-Email:BETT235@lni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 08/08/2014 Violations Inspection no. 317382422 Location 19221 63rd Ave NE Arlington,WA 98223 O Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.Ini.wa.gov/verify/Detaii.aspx?U BI=601329467&LIC=U N LIM M 1093M 6&SAW= 212 �I NFPA 13 Fire Sprinkler Riser Detail 6 EXTERIOR WALL l0 I 12 1{ 11 ` 12 FRJIS#IEO FLOOR FINISHED GRADE-- �4---- - R 2 CONCRETE FOOTING _ w� sw �v T� � ♦ TO REMOTE F.O,C. 2 SUPPLY TO SPRINKLER RISER - ► 1 RISER KEY NOTES NOTES: 10 5'-0"DUCTILE IRON STUB-OUT FEED 1. FIRE SPRINKLER SYSTEM TO BE 2 THRUST BLOCK ELECTRONICALLY MONITORED BY U.L.OR F.M.LISTED CENTRAL STATION FOR FLOW, 3 SLEEVE THRU FLOOR TAMPER AND TROUBLE. 4 2"MAIN DRAIN WITH ANGLE VALVE 5 4-WAY SWAY BRACE 2• PROVIDE A 3'-0"CLEARANCE AROUND FIRE 6 EXTERIOR HORN/STROBE SPRINKLER RISER FOR MINIMUM ACCESS. 7 FLOW SWITCH 3. ALL VALVES SHALL BE A MAX.OF 7'-0"A.F.F. 8 GROOVED ELBOW 9 HYDRAULIC DESIGN DATA PLATE 10 SPARE SPRINKLER BOX 1 1 i DOUBLE CHECK VALVE ASSY 12 300 PSI PRESSURE GAUGES 13 LISTED SYSTEM CONTROL VALVE WITH TAMPER 14 TAMPER SWITCH i Park 77 Sprinkler Review Notes V CPVC Pipe — 175 psi ASTM F442 vl 52,000Sf maximum coverage per sprinkler system Quick Response/Extended Coverage sprinklers —0.1gpm/sf min. L. 7 psi minimum operating pressure Pendant and upright within 1 to 4 inches from ceiling and minimum 4 inches from walls Sidewall sprinklers 4 to 6 inches from ceiling and 6 inch maximum from walls Pedant heads at least 3 feet from obstructions on both sides VSidewall heads at least 5 feet from obstructions V/ Bathrooms 55sf or less exempt from heads Sprinklers required over exterior balconies and decks Minimum 1 inch valve drains and test connections ✓FDC and audible alarm required Minimum discharge density is 0.5gpm/sf Minimum 4 sprinklers required to calculate hydraulic demand V-,/'13 system required in commercial areas — community room and pool ✓1311 system elsewhere 10/24/2016 codesonline.nfpa.org/imagejspop.php?id=2016 tab_NFPA-13R_5.1.1.4.1&page=1&printpage=1 Copyright by National Fire Protection Association(.^�A).NFPA 13R is licensed,by agreement for individua",—)No other reproduction or transmission in any form permitted without written permission of NFPA.For inquiries or to report unauthorized use,contact licensingOnf a.orr. Table 5.1.1.4.1 Sprinkler Discharge Characteristics Identification Nominal Percent of I-factor I7t-factor Range K factor Range Nominal K 5.6 Thread Type [gpm/(psi)1/2] [gpm/(psi)i ] [dm3/min/(kPa)1/2] Discharge (in. NPT) 1.4 1.3-1.5 1.9-2.2 25 1/2 1.9 1.8-2.0 2.6-2.9 83.3 1/2 2.8 2.6-2.9 3.8-4.2 50 1/2 4.2 4.0-4.4 5.9-6.4 75 1/2 5.6 5.3-5.8 7.6-8.4 100 1/2 8.0 7.4-8.2 10.7-11.8 140 5/4 or 1/2 11.2 11.0-11.5 15.9-16.6 200 1/2 or 5/4 14.0 13.5-14.5 19.5-20.9 250 9/4 16.8 16.0-17.6 28.1-25.4 300 5/4 19.6 18.6-20.6 27.2-30.1 350 1 22.4 21.3-23.5 31.1-34.8 400 1 25.2 28.9-26.5 84.9-38.7 450 1 28.0 26.6-29.4 38.9-43.0 500 1 Table 5.1.1.4.1 Sprinkler Discharge Characteristics Identification http://codesonline.nfpa.org/imagejspop.php?id=2016—tab—N FPA-1 3135.1.1.4.1&page=1&printpage=1 1/1 i 10/24/2016 codesonl i ro.nfpa.org/imagejspop.php?id=2016—G 13R-20R 1&page=1&pri ntpage=1 Copyright by National Fire Protection Association (NFPA).NFPA 13R is licem— by agreement for individual use. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquiries or to report unauthorized use, contact licensingLc�nfpa.org, S S Z Minimum listed spacing T(24 but not less than 8 ft(^.4 m) Elevation View Elevation View FIGURE 6.4.2.1 Measuring S Dimension. http://codesonline.nfpa.org/imagejspop.php?id=2016_G13R-20R1&page=1&printpage=1 1/1 �f r 10/24/2016 codeso00e.nfpa.org/imagejspop.php?id=20l6—Gl3R-25R1&page=1&&pr i ntpage=1 Copyright by National Fire Protection Association(NFPA).NFPA 13R is licensed, L,y agreement for individual use.No other reproduction or transmission in any form permitted without written permission of NFPA. For inquiries or to report unauthorized use, contact licensing Z nfpa.org,, Shadow area _- IProtection area of sprinkler I I Sidewall sprinkler I2 ft 0 in. (0.6 m) I _max I _----- — — — FE -----_ =J Shadow area 9ft0 in. (2.7m) max - FIGURE 6.4.6.3.3.2 Shadow Areas Behind Sidewall Sprinklers in Corridors. http://codesonline.nfpa.org/imagejspop.php?id=2Ol6—Gl3R-25Rl&page=1&pri ntpage=1 1/1 � � 6 10/24/2016 codesordine.nfpa.org/imagejspop.php?id=2016 G 13R-22R 1&page=1&pri ntpage=1 Copyright by National Fire Protection Association (NFPA).NFPA 13R is liceno d, by agreement for individual use. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquiries or to report unauthorized use, contact licensin=anfpa.org. Ceiling Obstruction A-�t (D—Sin.) + B j Nall A2t (D- 0.2m) + B jwhere: D:!�;30 in. (0.8 m) � Elevation View FIGURE 6.4.6.3.6.3(a) Positioning of Sprinkler to Avoid Obstruction Against Wall (Residential Upright and Pendent Spray Sprinklers). http://codesonline.nfpa.org/imagejspop.php?id=2016 G13R-22R1&page=1&printpage=1 1/1 i 10/24/2016 codesonline.nfpa.org/i magejspop.php?id=2016_G13R-43&page=1&pri ntpage=l /--11 Copyright by National Fire Protection Association (NFPA).NFPA 13R is licen6„a, by agreement for individual use. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquiries or to report unauthorized use, contact licensing QnPpa.org. —�� Ceiling j j j j v Obstruction D _ A - - / A (D—8 in.) + B Wall [A �t (D— 0.2 rn) + B jwhere: D!!� 30 in. (0.8 rn) Elevation View FIGURE 6.4.6.3.6.3(b) Positioning of Sprinkler to Avoid Obstruction Against Wall (Residential Upright and Pendent Spray Sprinklers). http://codesonline.nfpa.org/imageispop.php?id=2016 G13R-43&page=1&printpage=1 1/1 10/24/2016 codesonIire.nfpa.org/imagejspop.php?id=2016 G13R-23&page=1&printpage=1 Copyright by National Fire Protection Association (NFPA).NFPA 13R is licen6,;d, by agreement for individual use. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquiries or to report unauthorized use, contact licensm6a-).nf1Va.oru. Ceiling or roof jObstruction A j Wall Elevation View FIGURE 6.4.6.3.7.2(a) Positioning of Sprinkler to Avoid Obstruction (Residential Sidewall Sprinklers). http://codesonl i ne.nfpa.org/i m agej spop.php?i d=2016_G 13R-23&page=1&pri ntpage=1 1/1 _ WASHINGTON STATE I CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS j Chnstian B K& ?\ I Rr I Offiixcf State Fire Marsh! ' U�lllldfal�3�16, �1 1 / Expires I t.'S'-----'---- �iziav�7 I SEAL MUST BE SIGNED AND DATED TO BE VAJD CITY OF ARLINGTON 6UMNO DEPARTMENT APPROVED AIIIHM D / 2 NOCHAJ:%, . ZED UNLESS - Fire Protection by Computer DesignL BUILDING INSPECTOR COPY FICE UMI FIRE PROTECTION PO BOX 1457 MARYSVILLE, WA 98270 Job Name PARK 77 A AREA 1 REV 1 Building Location System Contract Data File PARK 77 A AREA 1 REV 1.WXF Received go 11-4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ®T 1[ LMA qo a 1 ID TMMl AqW DMKUUr 03VOR99A AC 1NT Y�H M-IN CA iRoToagan fte"Us N U ti L? ch ro N co LO r r N 04 M m cp co 0', N �0' 00� D1 00 r r 2 0 � C co (6 0^E O (D i3 N C LLd CD C O O E E E E Ep O C6 N N Q)2 M �> -�5-�5 0 O N A A�a� w Cn Cr) Cl) �rNN OCh 07 E N C] 00 0 co 0 o Q 0 W o � 2 z E co c o _ 0 — - — U) o rY 0 ti U o r p < 2 O� Z E O J p� LL O 0 O O = LO O- N E O U 0 0 0 0 0 N 00 rl-LO 7 0 0) y 0 a) Z > U) i p LLI OrLLL >,�70 f0 0 U r a _ = O U w Q �..C) a o F- w =_C6 N r Q Of Q d Q COrNN Cn UJ r- U U U 0 " o 0 0 0 0 0 r "t co o 0 0 0 0 0 0 0 0 O LL U r r r O 00 fl- CO LLB V M N i 3 000 % o a 000 \� = coo 2ƒ E2 � 000 000 ~ 000 ° 000 01) OD000 \ Cl) = occ \ 3 LO 000 / _ coo \ \ 000 E _ ( \ 2 \ a) 2f 70 0 m E f ƒ E $ E )! � ! ) % a) EL k _� / _ > & » ~ § � G C) 0 z £ a a) 2 = \ o -0 En o = ) CL M00 © « o E a) r w 777Z -0 e 2 j / _ \ C:0r / cm � = 5 - acn = \L / % 0a) / w � \ k� 2 / \ \ o E - - )'0 b ° § ( @ \ / s2EF £ z m \ 2 = o \ 7M \ '\ CO § \ � D a \ Cl) j / ± \ � \ \ - 0- EE § \ rya 5 \ \ \ \\ I 0. of ? @ - 2 \ k _ \ \ \\ = G f / \ ( \ \ / 2 ƒ ) ! »\ / / _ _ C _ _ \ < §§ƒ= 7 \ \ \ \ \ w �� W C) = 0 f ƒ@ee \ » $ $ \ E/ m \ \ / ƒ\ j\ \\ \ E - / .7\ /may § ¥ x o � e �_ ¥ 2 = ) ® _ _ = o D • m = £ 2 = E5 a) § 3 EcRE a \ \ 7 \ m % 2E f =� = � � 2 I = k Izo = w 2 2 -i z o w m �_ 1'Y Pressure / Flow Summary - STAV--` RD UMI FIRE PROTECTION Page 3 PARK 77 A AREA 1 REV 1 Date 1-5-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea.. SS1 29.417 4.4 20.7 na 20.02 0.05 100 20.7 TS1 29.417 21.07 na BS1 19.417 26.5 na T1 19.417 28.46 na T2 19.417 31.12 na R12 19.417 33.87 na R11 9.5 39.26 na XX1 9.5 39.76 na TOR 9.5 44.8 na BF 4.0 50.44 na SPIG 1.0 57.78 na WM -2.5 61.73 na CITY -2.5 72.0 na 100.0 T4 19.417 31.09 na T6 19.417 31.15 na R22 19.417 32.19 na R21 9.5 37.07 na SS4 29.417 4.4 22.4 na 20.83 0.05 100 20.7 TS4 29.417 22.51 na BS4 19.417 28.02 na SS2 29.417 4.4 23.03 na 21.12 0.05 100 20.7 TS2 29.417 23.6 na BS2 19.417 29.13 na T5 19.417 29.83 na SS3 29.417 4.4 23.57 na 21.36 0.05 100 20.7 TS3 29.417 24.15 na BS3 19.417 29.71 na T3 19.417 30.29 na The maximum velocity is 13.77 and it occurs in the pipe between nodes T1 and T2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 �� L I Final Calculations - Hazen-Williar UMI FIRE PROTECTION Page 4 PARK 77 A AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'****` Notes Point Qt Pf/Ft Eqv. Ln Total Pf Pn SS1 20.02 1.101 0 5.0 0.500 20.700 K Factor=4.40 to 150.0 0.0 5.000 0.0 TS1 20.02 0.0682 0.0 5.500 0.375 Vel = 6.75 TS1 0.0 1.101 N 7.0 9.000 21.075 to 150.0 0.0 7.000 4.331 BS 1 20.02 0.0681 0.0 16.000 1.090 Vel = 6.75 BS 1 0.0 1.101 N 7.0 18.790 26.496 to 150.0 3R 3.0 10.000 0.0 T1 20.02 0.0682 0.0 28.790 1.963 Vel = 6.75 T1 20.83 1.101 R 1.0 4.420 28.459 to 150.0 O 5.0 6.000 0.0 T2 40.85 0.2550 0.0 10.420 2.657 Vel = 13.77 T2 7.85 1.598 5R 5.0 26.960 31.116 to 150.0 20 16.0 21.000 0.0 R12 48.7 0.0575 0.0 47.960 2.758 Vel = 7.79 R12 0.0 1.598 N 9.0 10.000 33.874 to 150.0 0.0 9.000 4.295 R11 48.7 0.0575 0.0 19.000 1.093 VeI = 7.79 R11 0.0 1.598 0 8.0 0.580 39.262 to 150.0 0.0 8.000 0.0 XX1 48.7 0.0576 0.0 8.580 0.494 Vel = 7.79 XX1 34.62 1.598 R 1.0 14.460 39.756 to 150.0 N 9.0 18.000 0.0 TOR 83.32 0.1554 0 8.0 32.460 5.043 Vel = 13.33 TOR 0.0 2.003 Fsp 0.0 5.000 44.799 to 150.0 0.0 0.0 5.382 ** Fixed Loss=3 BF 83.32 0.0518 0.0 5.000 0.259 Vel = 8.48 BF 0.0 2.003 Zaa 0.0 4.000 50.440 to 150.0 0.0 0.0 7.131 *' Fixed Loss = 5.832 SPIG 83.32 0.0518 0.0 4.000 0.207 Vel = 8.48 SPIG 0.0 1.985 0.0 45.000 57.778 to 150.0 0.0 0.0 1.516 WM 83.32 0.0540 0.0 45.000 2.432 Vel = 8.64 WM 0.0 1.985 0.0 5.000 61.726 to 150.0 0.0 0.0 10.000 ' * Fixed Loss = 10 CITY 83.32 0.0540 0.0 5.000 0.270 Vel = 8.64 100.00 Qa = 100.00 183.32 71.996 K Factor= 21.61 T2 -7.85 1.598 2R 2.0 11.580 31.116 to 150.0 0.0 2.000 0.0 T4 -7.85 -0.0020 0.0 13.580 -0.027 Vel = 1.26 T4 21.36 1.598 3R 3.0 9.210 31.089 to 150.0 0.0 3.000 0.0 T6 13.51 0.0053 0.0 12.210 0.065 Vel = 2.16 T6 21.12 1.598 3R 3.0 13.880 31.154 to 150.0 0 8.0 20.000 0.0 R22 34.63 0.0306 N 9.0 33.880 1.037 Vel = 5.54 R22 0.0 1.598 N 9.0 10.000 32.191 to 150.0 0.0 9.000 4.295 R21 34.63 0.0306 0.0 19.000 0.582 Vel = 5.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williar, UMI FIRE PROTECTION Page 5 PARK 77 A AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "" " " Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R21 0.0 1.598 11 R 11.0 60.790 37.068 to 150.0 20 16.0 27.000 0.0 XX1 34.63 0.0306 0.0 87.790 2.688 Vel = 5.54 0.0 34.63 39.756 K Factor= 5.49 SS4 20.83 1.101 R 1.0 0.500 22.404 K Factor= 4.40 to 150.0 0.0 1.000 0.0 TS4 20.83 0.0733 0.0 1.500 0.110 Vel = 7.02 TS4 0.0 1.101 N 7.0 9.000 22.514 to 150.0 0.0 7.000 4.331 BS4 20.83 0.0734 0.0 16.000 1.174 Vel = 7.02 BS4 0.0 1.101 0 5.0 1.000 28.019 to 150.0 0.0 5.000 0.0 T1 20.83 0.0733 0.0 6.000 0.440 Vel = 7.02 0.0 20.83 28.459 K Factor= 3.90 SS2 21.12 1.101 N 7.0 0.500 23.034 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS2 21.12 0.0752 0.0 7.500 0.564 Vel = 7.12 TS2 0.0 1.101 N 7.0 9.000 23.598 to 150.0 0.0 7.000 4.331 BS2 21.12 0.0752 0.0 16.000 1.204 Vel = 7.12 BS2 0.0 1.101 0 5.0 4.290 29.133 to 150.0 0.0 5.000 0.0 T5 21.12 0.0752 0.0 9.290 0.699 Vel = 7.12 T5 0.0 1.101 2R 2.0 10.570 29.832 to 150.0 O 5.0 7.000 0.0 T6 21.12 0.0752 0.0 17.570 1.322 Vel = 7.12 0.0 21.12 31.154 K Factor= 3.78 SS3 21.36 1.101 N 7.0 0.500 23.571 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS3 21.36 0.0769 0.0 7.500 0.577 Vel = 7.20 TS3 0.0 1.101 N 7.0 9.000 24.148 to 150.0 0.0 7.000 4.331 BS3 21.36 0.0768 0.0 16.000 1.229 Vel = 7.20 BS3 0.0 1.101 0 5.0 2.580 29.708 to 150.0 0.0 5.000 0.0 T3 21.36 0.0769 0.0 7.580 0.583 Vel = 7.20 T3 0.0 1.101 R 1.0 4.380 30.291 to 150.0 0 5.0 6.000 0.0 T4 21.36 0.0769 0.0 10.380 0.798 Vel = 7.20 0.0 21.36 31.089 K Factor= 3.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i CERTIFICATEW ASHINGTON STATE I OF FIRE PROTECTION SPRINKLERNCY 1 I Offm of We Fire Marshal 1 l V 1 l�/ I r: EXpI-. I 1Y/39117 1 `Sign�4lr� r ————....I SEA'_ MUST BE SIGNED AND DATED TO BE VALID _ _ _ Fire Protection by Computer Design UMI FIRE PROTECTION PO BOX 1457 MARYSVILLE, WA 98270 Job Name PARK 77 B AREA 1 REV 1 Building Location System Contract Data File PARK 77 B AREA 1 REV 1.WXF 'Received ft 111l Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r N U r r M co O N co r r N CO co OO�OJ �O O Cl) r 00 000 r 7 C 2i w.--.E C LLd CO C O ° EEEE � LO M CD N N (V fn fn❑ (A W cofA co co T C r N N O CO M �00020(q E N 00 0 M 0 0 Q 0 (n 0 Z E m L >C O _r 0 Lf) N M 5 0 w U C U LO N c O r A O < M MO Z cn O 2 J OD LL O L O N O O L() N E O U 0 0 0 CO�o N 00 ti Ln N j O C) r (n 3: Ln CD Z > `�� i p � u5aLL r Ta N (C1 O U r 1 7 7 O O _A H W =3 in N r Q O � �fA�� 0 0 QIL M fOrNN LO (A W UUU o W o 0 0 0 0 0 L� Y a--. LO IT N r O CD o o CD C. 0 U r r r r r r M W I- (A LO t M N r co W cn W 7 000 2 0 \ a occ = coc CD � 2 = coo coo 2 000 » 000 = coo \ 0 = ooc / 3 LO cco ƒ f ooc / co® cco E co 2fj ELL 5 } f ° E e a 2 2 7 7 %£ ) : ~ § ~ ) ./ CL M \ zp/ ( ' _ _ ± L _ ~ § - § % .,IM £ 2 2 S = f22E 2 ƒ = c - } \ E� tc En / 2 j` ° = k/ 0 m / eo = o = nnm \ = mom = _ - = ch 7 ; m � / % c ) / ® \ & + / _ e = E / E 4 0 & 2 � � 2 2 .e � J \ k C E a) / o G = E \ e ± CL z E = r = f % � § £ / - �CU \ 2 - � $ � / a U- c) sLL { \ : / E \ 5m _ 05 \ ± \ \ 7 o = even J k j S P - / \_ k / Oz / \�� \ ( � k \ \ 9 � - a (/ � o = = m = E @ 0 = a) w \ \\//§ cn\ 01 CU / � = I £ 2 \ ƒ \kw/ \ b 3 = �0)MM \ ® a. = E ■ §§§ m F E ® E = cE m ± / by ƒ \\\ \ E � 7n = E\ S �y ¥ 3 X ® f . / \ / \ = ƒ \ � ) Em _ cm §/ ƒ 2 1� \ /_- . /\ Er E = k §zox _ E ± E ± zL5 = m2 Pressure / Flow Summary - STAB'-A,M UMI FIRE PROTECTION Page 3 PARK 77 B AREA 1 REV 1 Date 1-5-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SS1 29.417 4.4 20.7 na 20.02 005 100 20.7 TS1 29.417 21.21 na BS1 19.417 26.63 na T1 19.417 28.44 na T2 19.417 31.4 na T3 19.417 31.41 na T4 19.417 31.87 na R12 19.417 33.89 na R11 19.417 34.97 na XX1 9.5 39.92 na TOR 9.5 45.67 na BF 4.0 51.31 na SPIG 1.0 58.65 na WM -2.5 62.62 na CITY -2.5 72.89 na 100.0 R22 19.417 32.67 na R21 9.5 37.56 na SS2 29.417 4.4 20.95 na 20.14 0.05 100 20.7 TS2 29.417 21.46 na BS2 19.417 26.9 na SS3 29.417 4.4 24.05 na 2158 0.05 100 20.7 TS3 29.417 24.63 na BS3 19.417 30.22 na T5 19.417 31.0 na SS4 29.417 4.4 24.75 na 21.89 0.05 100 20.7 TS4 29.417 25.36 na BS4 19.417 30.97 na The maximum velocity is 13.53 and it occurs in the pipe between nodes T1 and T2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-William UMI FIRE PROTECTION Page 4 PARK 77 B AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SS1 20.02 1.101 N 7.0 0.500 20.700 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS1 20.02 0.0681 0.0 7.500 0.511 Vel = 6.75 TS1 0.0 1.101 N 7.0 9.000 21.211 to 150.0 0.0 7.000 4.331 BS1 20.02 0.0682 0.0 16.000 1.091 Vel = 6.75 BS1 0.0 1.101 O 5.0 18.500 26.633 to 150.0 3R 3.0 8.000 0.0 T1 20.02 0.0682 0.0 26.500 1.806 Vel = 6.75 T1 20.14 1.101 O 5.0 7.000 28.439 to 150.0 0.0 5.000 0.0 T2 40.16 0.2471 0.0 12.000 2.965 Vel = 13.53 T2 -35.25 1.598 R 1.0 5.170 31.404 to 150.0 0.0 1.000 0.0 T3 4.91 0.0008 _ 0.0 6.170 0.005 Vel = 0.79 T3 21.89 1.598 3R 3.0 21.380 31.409 to 150.0 0.0 3.000 0.0 T4 26.8 0.0190 0.0 24.380 0.464 Vel = 4.29 T4 21.57 1.598 3R 3.0 15.500 31.873 to 150.0 O 8.0 20.000 0.0 R12 48.37 0.0568 N 9.0 35.500 2.017 Vel = 7.74 R12 0.0 1.598 N 9.0 10.000 33.890 to 150.0 0.0 9.000 0.0 R11 48.37 0.0568 0.0 19.000 1.080 Vel = 7.74 R11 0.0 1.598 O 8.0 2.500 34.970 to 150.0 R 1.0 9.000 4.295 XX1 _ 48.37 0.0568 0.0 11.500 0.653 Vel = 7.74 XX1 35.25 1.598 R 1.0 18.750 39.918 to 150.0 O 8.0 18.000 0.0 TOR 83.62 0.1564 N 9.0 36.750 5.748 Vel = 13.38 TOR 0.0 2.Ob3 Fsp 0.0 5.000 45.666 to 150.0 0.0 0.0 5.382 "* Fixed Loss = 3 BF 83.62 0.0522 0.0 5.000 0.261 Vel = 8.51 BF 0.0 2.003 Zaa 0.0 4.000 51.309 to 150.0 0.0 0.0 7.135 ** Fixed Loss = 5.836 SPIG 83.62 0.0520 0.0 4.000 0.208 Vel = 8.51 SPIG 0.0 1.985 0.0 45.000 58.652 to 150.0 0.0 0.0 1.516 WM 83.62 0.0544 0.0 45.000 2.448 Vel = 8.67 WM 0.0 1.985 0.0 5.000 62.616 to 150.0 0.0 0.0 10.000 Fixed Loss = 10 CITY 83.62 0.0544 0.0 5.000 0.272 Vel = 8.67 100.00 Qa = 100.00 183.62 72.888 K Factor= 21.51 T2 35.25 1.598 3R 3.0 27.920 31.404 to 150.0 N 9.0 12.000 0.0 R22 35.25 0.0316 0.0 39.920 1.263 Vel = 5.64 R22 0.0 1.598 N 9.0 10.000 32.667 to 150.0 0.0 9.000 4.295 R21 35.25 0.0316 0.0 19.000 0.601 Vel = 5.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I I I I I Final Calculations - Hazen-William UMI FIRE PROTECTION Page 5 PARK 77 B AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """"' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R21 0.0 1.598 8R 8.0 66.460 37.563 to 150.0 0.0 8.000 0.0 XX1 35.25 0.0316 0.0 74.460 2.355 Vel = 5.64 0.0 35.25 39.918 K Factor= 5.58 SS2 20.14 1.101 N 7.0 0.500 20.946 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS2 20.14 0.0689 0.0 7.500 0.517 Vel = 6.79 TS2 0.0 1.101 N 7.0 9.000 21.463 to 150.0 0.0 7.000 4.331 BS2 20.14 0.0689 0.0 16.000 1.103 Vel = 6.79 BS2 0.0 1.101 N 7.0 8.380 26.897 to 150.0 2R 2.0 14.000 0.0 T1 20.14 0.0689 O 5.0 22.380 1.542 Vel = 6.79 0.0 20.14 28.439 K Factor= 3.78 SS3 21.58 1.101 N 7.0 0.500 24.045 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS3 21.58 0.0783 0.0 7.500 0.587 Vel = 7.27 TS3 0.0 1.101 N 7.0 9.000 24.632 to 150.0 0.0 7.000 4.331 BS3 21.58 0.0783 0.0 16.000 1.253 Vel = 7.27 BS3 0.0 1.101 O 5.0 4.960 30.216 to 150.0 0.0 5.000 0.0 T5 21.58 0.0783 0.0 9.960 0.780 Vel = 7.27 T5 0.0 1.101 R 1.0 5.210 30.996 to 150.0 O 5.0 6.000 0.0 T4 21.58 0.0782 0.0 11.210 0.877 Vel = 7.27 0.0 21.58 31.873 K Factor= 3.82 SS4 21.89 1.101 N 7.0 0.500 24.752 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS4 21.89 0.0805 0.0 7.500 0.604 Vel = 7.38 TS4 0.0 1.101 N 7.0 9.000 25.356 to 150.0 0.0 7.000 4.331 BS4 21.89 0.0804 0.0 16.000 1.286 Vel = 7.38 BS4 0.0 1.101 O 5.0 0.417 30.973 to 150.0 0.0 5.000 0.0 T3 21.89 0.0805 0.0 5.417 0.436 Vel = 7.38 0.0 21.89 31.409 K Factor= 3.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ti I WASHINGTON STATE t CERTIFICATE OF COMPETENCY t FIRE PROTECTION SPRINKLER SYSTEMS ! t CIds*B I(iem i t t Offm of Stale Fire Ma►W i UNLIMMI06.316,4 ! fExpires t t � i23'l/17 t L2IAn----------- - - -- SEAL MUST BE SIGNED AND DATED TO BE VAt.(D Fire Protection by Computer Design UMI FIRE PROTECTION PO BOX 1457 MARYSVILLE, WA 98270 Job Name PARK 77 C AREA 1 REV 1 Building Location System Contract Data File PARK 77 C AREA 1 REV 1.WXF Received IAN 'I 1 ?017 VAD IIA Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N U ti r L6 (h o Nti co 00 r r (b 0 0 m o Ch O CM rODf- -� m a ❑ � c U) m � c E O a)-p (U cW� c❑ c o m EEEEcm oU') co �r � W Li uj w cn U) V) U) I � CrNN 0M m m❑❑❑mow E N ❑ CX) O Cl) O O Q O D O D V 2 Z E m L C o _ O lf) p� O O C U l() N c O r A O < 2 CDz En O J p� LL O d O N O LO (1 N E O U 0 0 0 CO'IT O N 00tiLO 7 O N to O Z > D W r W c c U w Q HW cioU) ( 0 of i..l� C <CL (D I I C) U M r(V N (A W �UUU a LO O Nt o o O OO rn 000 0 C) CD 0 OD N O U Qd W of w (A (n D Of W 3 ooc % o a o00 C \ = coo 2f E2 c ooc coc ~ oco 2 000 | o /c c o 0 m coo \ 3 r oco \ / 000 / * oc E o \ o k � 0 Jew ELL o (IfJ © 0 /% e a U) C) c \ 22I \ ./ /ƒ \ \ ¥ \ _ _ \ LL > CLC: ƒ _ § - - § 5 § f \ \ f £ 2 7 2 = f ƒ = ° J Co = _ ® ) _ _ ) fE77c E ® - nmR7 7 § / j 5 E± 2 ® n ® 7 2 ° ° � 2 k � k � / $ ± � x x = e 2 m 5 % / En cn a) CT / \ \ \ / m =5 E2 f o � = 7 \ @ \ \af E/ ± e 2 (D a) 2 m = � a § y _ a / - \ -E � \ Um) -, / ƒ} ƒ / f _0cE s = r c 0 e � \ ± \ \ 7 � a) CM / 2 # % m f , 2 m a = \ f > \ \ // / � � k » / E o = = n ± , _ _ = \_ 55 = 7 \ / m / w / b 0 0) C: 0 2 0 3 /@wog b a 3 ± Efm - y \ / \ j \ \\\ E cn :_ \ /may § ƒ � _ \ � j > Q LL I E2 $ E _ � � § O 6 « a2 =- . - m '� § E2 ± oC� \L � DI = < 2zoxw D d -j ± E zLSn = 2 Y, �; 1 Pressure / Flow Summary - STAN-"�RD UMI FIRE PROTECTION Page 3 PARK 77 C AREA 1 REV 1 Date 1-5-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. SS1 29.417 4.4 24.85 na 21.93 0.05 100 20.7 TS1 29.417 25.45 na BS1 19.417 31.07 na T1 19.417 33.87 na T3 19.417 33.87 na R22 19.417 35.54 na R21 9.5 40.48 na XX1 9.5 45.83 na TOR 9.5 47.82 na BF 4.0 53.46 na SPIG 1.0 60.81 na WM -2.5 64.79 na CITY -2.5 75.06 na 100.0 T2 19.417 34.09 na R12 19.417 40.02 na R11 9.5 45.36 na SS4 29.417 4.4 250 na 22.0 0.05 100 20.7 TS3 29.417 2561 na BS3 19.417 31.24 na SS3 29.417 4.4 207 na 20.02 0.05 100 20.7 TS2 29.417 20.8 na BS2 19.417 31.57 na SS2 29.417 4.4 20.7 na 20.02 0.05 100 20.7 The maximum velocity is 13.49 and it occurs in the pipe between nodes TS2 and BS2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 �� r. Final Calculations - Hazen-William UMI FIRE PROTECTION Page 4 PARK 77 C AREA 1 REV 1 Date 1-5-17 Hyd, Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """"' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SS 1 21.93 1.101 N 7.0 0.500 24.847 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS1 21.93 0.0807 0.0 7.500 0.605 Vel = 7.39 TS1 0.0 1.101 N 7.0 9.000 25.452 to 150.0 0.0 7.000 4.331 BS1 21.93 0.0808 0.0 16.000 1.292 Vel = 7.39 BS 1 0.0 1.101 20 10.0 23.670 31.075 to 150.0 R 1.0 11.000 0.0 T1 21.93 0.0807 0.0 34.670 2.798 Vel = 7.39 T1 -25.43 1.598 2R 2.0 8.500 33.873 to 150.0 0.0 2.000 0.0 T3 -3.5 -0.0005 0.0 10.500 -0.005 Vel = 0.56 T3 40.04 1.598 6R 6.0 26.540 33.868 to 150.0 O 8.0 23.000 0.0 R22 36.54 0.0338 N 9.0 49.540 1.675 Vel = 5.85 R22 0.0 1.598 N 9.0 10.000 35.543 to 150.0 0.0 9.000 4.295 R21 36.54 0.0338 0.0 19.000 0.642 Vel = 5.85 R21 0.0 1.598 20R 20.0 122.250 40.480 to 150.0 20 16.0 36.000 0.0 XX1 36.54 0.0338 0.0 158.250 5.351 Vel = 5.85 XX1 47.43 2.003 3R 3.0 13.880 45.831 to 150.0 0 10.0 24.000 0.0 TOR 83.97 0.0525 N 11.0 37.880 1.987 Vel = 8.55 TOR 0.0 2.003 Fsp 0.0 5.000 47.818 to 150.0 0.0 0.0 5.382 Fixed Loss = 3 BF 83.97 0.0526 0.0 5.000 0.263 Vel = 8.55 BF 0.0 2.003 Zaa 0.0 4.000 53.463 to 150.0 0.0 0.0 7.135 ` ' Fixed Loss = 5.836 SPIG _ 83.97 0.0525 0.0 4.000 0.210 Vel = 8.55 SPIG 0.0 1.985 0.0 45.000 60.808 to 150.0 0.0 0.0 1.516 WM 83.97 0.0548 0.0 45.000 2.466 Vel = 8.71 WM 0.0 1.985 0.0 5.000 64.790 to 150.0 0.0 0.0 10.000 Fixed Loss = 10 CITY 83.97 0.0548 0.0 5.000 0.274 Vel = 8.71 100.00 Qa = 100.00 183.97 75.064 K Factor= 21.23 T1 25.43 1.598 2R 2.0 10.670 33.873 to 150.0 0.0 2.000 0.0 T2 25.43 0.0173 0.0 12.670 0.219 Vel = 4.07 T2 22.00 1.598 14R 14.0 77.210 34.092 to 150.0 0 8.0 31.000 0.0 R12 47.43 0.0548 N 9.0 108.210 5.928 Vel = 7.59 R12 0.0 1.598 N 9.0 10.000 40.020 to 150.0 0.0 9.000 4.295 R11 47.43 0.0548 0.0 19.000 1.041 Vel = 7.59 R11 0.0 1.598 O 8.0 0.667 45.356 to 150.0 0.0 8.000 0.0 XX1 47.43 0.0548 0.0 8.667 0.475 Vel = 7.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 h �� 'li I Final Calculations - Hazen-Williar UMi FIRE PROTECTION Page 5 PARK 77 C AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv " '*'** Notes Point Qt Pf/Ft Eqv. Ln Total Pf Pn 0.0 47.43 45.831 K Factor= 7.01 SS4 22.00 1.101 N 7.0 0.500 24.999 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS3 22.0 0.0812 0.0 7.500 0.609 Vel = 7.41 TS3 0.0 1.101 N 7.0 9.000 25.608 to 150.0 0.0 7.000 4.331 BS3 22.0 0.0811 0.0 16.000 1.298 Vel = 7.41 BS3 0.0 1.101 20 10.0 22.170 31.237 to 150.0 3R 3.0 13.000 0.0 T2 22.0 0.0812 0.0 35.170 2.855 Vel = 7.41 0.0 22.00 34.092 K Factor= 3.77 SS3 20.02 1.101 Eql 0.956 0.500 20.703 K Factor=4.40 to 150.0 0.0 0.956 0.0 TS2 20.02 0.0680 0.0 1.456 0.099 Vel = 6.75 TS2 20.02 1.101 Eql 17.213 9.000 20.802 to 150.0 0.0 17.213 4.331 BS2 40.04 0.2458 0.0 26.213 6.442 Vel = 13.49 BS2 0.0 1.101 0 5.0 4.333 31.575 to 150.0 0.0 5.000 0.0 T3 40.04 0.2457 0.0 9.333 2.293 Vel = 13.49 0.0 40.04 33.868 K Factor= 6.88 SS2 20.02 1.101 R 1.0 0.500 20.700 K Factor=4.40 to 150.0 0.0 1.000 0.0 TS2 20.02 0.0680 0.0 1.500 0.102 Vel = 6.75 0.0 20.02 20.802 K Factor= 4.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 y, ' WASHINGTON STATE I CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Din**8 Klein t r I f I C`fice of S ale Fire Maul I � Expires LSlpn!tYre----_---_ —Z!31/17 SEAL MUST BE SIGNED AND DATED TO BE VAL@ . . . Fire Protection by Computer Design UMI FIRE PROTECTION PO BOX 1457 MARYSVILLE, WA 98270 Job Name PARK 77 D AREA 1 REV 1 Building Location System Contract Data File PARK 77 D AREA 1 REV 1.WXF Received 9AN 15 'M? P21D Inn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 4 C14 w \ Cl) 0) /r %\$ �% CD \\\\\\ E2 7 = 7 )a —2 =}\mCD o \ § 2 (/� \ eU)V)—cl)» »tea\ §\f §cc=I=@ E o \ @ 0 \ \ G z E 7 9 % o Q Cl) \ i k L @ f E \ / z \ ( ƒ 7 ± / \ E / 0 / \ $r-/ \ \U } / w moƒ } ± °-- _ �2 § § E U LLJ \ CL2f f o e2 33oc E / §\\\ CD / \\// o 0 0 0 0 0 r � � § E f J / 2 - / ? / b E 2 3 / \ / \ ƒ I ± ± m m = E w 7 occ % o w coo / t � E3 occ a_ R � coo 000 ~ ooc ° coo = ooc \ Cl) = coo \ _ ± z 000 \ / # coc / Cf)® o0o E @ E2 2 Q 2 \ \ � k r 2/ / - _ § 0 LL § ._ § O $ M 22 7 = -n acli k / ~ / /\ M � « \ _ � / z > = m ± ƒ _ ~ § � � E 5c ® / � z £ m ® 2 ° '- f 7 a) LL CL ® 2 = 0 � m a) U) 0 [ , RR7777 e 0 0 5 E5 / n = o f cc- = 2c - W § e = 2 § / 7 \ 2 - = � / 2 % 27 \» � � j k� / .§ \ \ \ \ { / @ ¥ F\ 7E/ 2 / 7 0) cm \ # \ f \ � § # = ego = = = E / 2 § / { ) $ m / E\ m O 9 R i m E £ ± 2E / 2 � / § § > r— 0 .cr\ \ /k a) j _ - 0 _ \ ® > (1) 2 � £ ) E zL } o o o3: 2 O 7 }jf \ kk \ \ ® EM ® = / ƒ / \ k /@ cm C: 0 2 0 ± } aeeg » 3 $ ± Ef � < 0 L / k\ j \\\ \ E � \ p � 7\ /may0 2w j CO k / E \ ƒ \ � 7 / \ � F � /k « ° - gy m CD LL 6 ƒ a£ =. . . m \/ ) k ¢. \�� IL 2E _< Izo � w = 6 -i ± E z ± 5 = = 2 Pressure/ Flow Summary - STAID"�RD UMI FIRE PROTECTION Page 3 PARK 77 D AREA 1 REV 1 Date 1-5-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. _ Actual Actual Reg. SS1 29.417 4.4 22.6 na 20.92 0.05 100 20.7 TS1 29.417 23.15 na BS1 19.417 28.67 na T1 19.417 31.21 na T2 19.417 31.1 na T3 19.417 31.1 na R22 19.417 31.7 na R21 9.5 36.74 na XX1 9.5 40.55 na TOR 9.5 46.49 na BF 4.0 52.12 na SPIG 1.0 59.45 na WM -2.5 63.34 na CITY -2.5 73.61 na 100.0 R12 19.417 35.01' na R11 9.5 40.07 na SS2 29.417 4.4 23.61 na 21.38 0.05 100 20.7 TS2 29.417 24.19 na BS2 19.417 29.75 na SS3 29.417 4.4 20.7 na 20.02 0.05 100 20.7 TS3 29.417 20.8 na BS3 19.417 29.06 na SS4 29.417 4.4 20.7 na 20.02 0.05 100 20.7 The maximum velocity is 13.49 and it occurs in the pipe between nodes TS3 and BS3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williarr UMI FIRE PROTECTION Page 4 PARK 77 D AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * *' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SS1 20.92 1.101 N 7.0 0.500 22.599 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS1 20.92 0.0740 0.0 7.500 0.555 Vel = 7.05 TS1 0.0 1.101 N 7.0 9.000 23.154 to 150.0 0.0 7.000 4.331 BS1 20.92 0.0739 0.0 16.000 1.182 Vel = 7.05 BS 1 0.0 1.101 20 10.0 20.420 28.667 to 150.0 4R 4.0 14.000 0.0 T1 20.92 0.0739 0.0 34.420 2.545 Vel = 7.05 T1 -41.43 1.598 2R 2.0 7.500 31.212 to 150.0 0.0 2.000 0.0 T2 -20.51 -0.0117 0.0 9.500 -0.111 Vel = 3.28 T2 21.37 1.598 2R 2.0 5.710 31.101 to 150.0 0.0 2.000 0.0 T3 0.86 0.0001 0.0 7.710 0.001 Vel = 0.14 T3 40.04 1.598 R 1.0 4.333 31.102 to 150.0 N 9.0 10.000 0.0 R22 40.9 0.0417 0.0 14.333 0.597 Vel = 6.54 R22 0.0 1.598 N 9.0 9.000 31.699 to 150.0 0.0 9.000 4.295 R21 40.9 0.0417 0.0 18.000 0.750 Vel = 6.54 R21 0.0 1.598 10R 10.0 81.290 36.744 to 150.0 0.0 10.000 0.0 XX1 40.9 0.0416 0.0 91.290 3.802 Vel = 6.54 XX1 41.43 1.598 3R 3.0 19.080 40.546 to 150.0 0 8.0 20.000 0.0 TOR 82.33 0.1520 N 9.0 39.080 5.939 Vel = 13.17 TOR 0.0 2.003 Fsp 0.0 5.000 46.485 to 150.0 0.0 0.0 5.382 ' * Fixed Loss = 3 BF 82.33 0.0506 0.0 5.000 0.253 Vel = 8.38 BF 0.0 2.003 Zaa 0.0 4.000 52.120 to 150.0 0.0 0.0 7.127 * Fixed Loss = 5.828 SPIG 82.33 0.0508 0.0 4.000 0.203 Vel = 8.38 SPIG 0.0 1.985 0.0 45.000 59.450 to 150.0 0.0 0.0 1.516 WM 82.33 0.0528 0.0 45.000 2.378 Vel = 8.54 WM 0.0 1.985 0.0 5.000 63.344 to 150.0 0.0 0.0 10.000 * Fixed Loss = 10 CITY 82.33 0.0530 0.0 5.000 0.265 Vel = 8.54 100.00 Qa = 100.00 182.33 73.609 K Factor= 21.25 T1 41.43 1.598 15R 15.0 64.960 31.212 to 150.0 N 9.0 24.000 0.0 R12 41.43 0.0427 0.0 88.960 3.795 Vel = 6.63 R12 0.0 1.598 N 9.0 9.000 35.007 to 150.0 0.0 9.000 4.295 R11 41.43 0.0427 0.0 18.000 0.768 Vel = 6.63 R11 0.0 1.598 0 8.0 2.170 40.070 to 150.0 R 10 9.000 0.0 XX1 41.43 0.0426 0.0 11.170 0.476 Vel = 6.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williar UMI FIRE PROTECTION Page 5 PARK 77 D AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 41.43 40.546 K Factor= 6.51 SS2 21.38 1.101 N 7.0 0.500 23.608 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS2 21.38 0.0771 0.0 7.500 0.578 Vel = 7.20 TS2 0.0 1.101 N 7.0 9.000 24.186 to 150.0 0.0 7.000 4.331 BS2 21.38 0.0769 0.0 16.000 1.231 Vel = 7.20 BS2 0.0 1.101 20 10.0 6.580 29.748 to 150.0 R 1.0 11.000 0.0 T2 21.38 0.0770 0.0 17.580 1.353 Vel = 7.20 0.0 21.38 31.101 K Factor= 3.83 SS3 20.02 1.101 R 1.0 0.500 20.700 K Factor=4.40 to 150.0 0.0 1.000 0.0 TS3 20.02 0.0680 0.0 1.500 0.102 Vel = 6.75 TS3 20.02 1.101 N 7.0 9.000 20.802 to 150.0 0.0 7.000 4.331 BS3 40.04 0.2458 0.0 16.000 3.932 Vel = 13.49 BS3 0.0 1.101 O 5.0 3.290 29.065 to 150.0 0.0 5.000 0.0 T3 40.04 0.2457 0.0 8.290 2.037 Vel = 13.49 0.0 40.04 31.102 K Factor= 7.18 SS4 20.02 1.101 R 1.0 0.500 20.700 K Factor=4.40 to 150.0 0.0 1.000 0.0 TS3 20.02 0.0680 0.0 1.500 0.102 Vel = 6.75 0.0 20.02 20.802 K Factor= 4.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ti I r. CERTIFICATE OF COMPETENCY T FIRE PROTECTION SPRINKLER SYSTEMS jCOnshan B Kim ° I 6610-010&� � 10fLa of State Fire Marshal P f ��/� Expires I I i _ J SEA- MUST BE SIGNED AND DATED TO BE VA-1D Fire Protection by Computer Design UMI FIRE PROTECTION PO BOX 1457 MARYSVILLE, WA 98270 Job Name PARK 77 E AREA 1 REV 1 Building Location System Contract Data File PARK 77 E AREA 1 REV 1.WXF Received IAN 1 M% 1R,tD 111q- Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N U ti r i r Cl)OD co 00 r N OOP p ti OD O(A O d 011 C')410O00r N OD r r a- 0 � p � C On m ?� On—E _O -O a) C LLd C0 C O E E E E m O N > 5�2E W fn(n U) I i C/) I C:rNN 0co m Mo00S0C� E 0 00 O co O O Q O On O D 2 Z E to L C O _ O LO N Cl) O U C U LOB N C O � � O < S O Z o E 0 J p) LL O L O N O N E O U I O O O O O N (0'IT 0 j O O On O On LO a) Z > U)�LL r 0 ui °�-- >a- 0 � 3 () w Q n. 0 0 a s 0 _>, W Z6 w N V r Oof ] p Q Q' Q 0) i i i O LO a W NN CO LLJ U 0 o 0 0 0 0 0 L) NT r o 0 0 0 0 0 0 0 0 0 Of U r r 0') co ti O.O LOB - Cl) N r <Q m IY LLI (n LI M 0 of L 3 000 % c a coo \ 000 %\ I2 = 000 / ooc 2 000 2 ooc OD co coo \ Cl) _ ooc \ \ L� coo 5 E : § 000 G 4 co coo E Q_ § \ $ \ 3 O2a \ ƒ f / § j m � e g ey $' N N 77a = e d a a = nF\ � ) E/ M < k L22 = LL > CL ) ® / L \ § R 0 z m # § a V k ° 7Z L 7 E In m �\ CT o E e em7777 e m \ c £ C:0 \ -0 = e - = 7 e D / 2 @ / e = I = _ / \® © - ) /� 2 / \ \ \ \ CM\ D a) \ E \ z § »m � \ 2 = cm a) \\ / / 7 $ = o = E = o « J j m � j / ƒ / � CM{ \ / \ § ( > -0, C: 5 \ / \ /\ _ \/E 2O �2 \ � , \ \ \ 2 / e ) a ° e o = = n = E & I 2 ; * p =_ G � _ � = O a. = ° f @ 2 G m / � oQo0 E2 = % 2 £ 2 00� } G / eg » 3 a / 0)MM � / k\ j\ \\ \ E � / / .7\ /may \ cn ƒ � � > / \ � j iz \ \ \ k \ 2 ƒ /� CL \ KF / ) / e2E:� FL 2E Ek LL = 623E zw5inm Pressure / Flow Summary - STA"RD UMI FIRE PROTECTION Page 3 PARK 77 E AREA 1 REV 1 Date 1-5-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Reg. SS1 29.417 4.4 20.7 na 20.02 0.05 100 20.7 TS1 29.417 21.21 na BS1 19.417 26.63 na T1 19.417 27.77 na T2 19.417 31.73 na T3 19.417 31.71 na R22 19.417 32.07 na R21 9.5 37.05 na XX1 9.5 40.53 na TOR 9.5 46.74 na BF 4.0 52.39 na SPIG 1.0 59.74 na WM -2.5 63.72 na CITY -2.5 74.0 na 100.0 R12 19.417 34.85 na R11 9.5 40.08 na SS2 29.417 4.4 21.14 na 20.23 0.05 100 20.7 TS2 29.417 21.66 na BS2 19.417 27.11 na SS4 29.417 4.4 24.88 na 21.95 0.05 100 20.7 TS4 29.417 25.48 na BS4 19.417 31.11 na T4 19.417 31.63 na SS3 29.417 4.4 24.71 na 21.87 0.05 100 20.7 TS3 29.417 25.31 na BS3 19.417 30.93 na The maximum velocity is 13.56 and it occurs in the pipe between nodes T1 and T2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i i r ' Final Calculations - Hazen-Williar UMI FIRE PROTECTION Page 4 PARK 77 E AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SS1 20.02 1.101 N 7.0 0.500 20.700 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS1 20.02 0.0681 0.0 7.500 0.511 Vel = 6.75 TS1 0.0 1.101 N 7.0 9.000 21.211 to 150.0 0.0 7.000 4.331 BS 1 20.02 0.0682 0.0 16.000 1.091 Vel = 6.75 BS1 0.0 1.101 0 5.0 9.620 26.633 to 150.0 2R 2.0 7.000 0.0 T1 20.02 0.0682 0.0 16.620 1.133 Vel = 6.75 T1 20.23 1.101 2R 2.0 8.960 27.766 to 150.0 O 5.0 7.000 0.0 T2 40.25 0.2481 0.0 15.960 3.960 Vel = 13.56 T2 -46.09 1.598 R 1.0 9.210 31.726 to 150.0 0.0 1.000 0.0 T3 -5.84 -0.0012 0.0 10.210 -0.012 _ Vel = 0.93 T3 43.82 1.598 N 9.0 0.710 31.714 to 150.0 0.0 9.000 0.0 R22 37.98 0.0364 0.0 9.710 0.353 Vel = 6.08 R22 0.0 1.598 N 9.0 10.000 32.067 to 150.0 0.0 9.000 4.295 R21 37.98 0.0363 0.0 19.000 0.690 Vel = 6.08 R21 0.0 1.598 10R 10.0 51.830 37.052 to 150.0 2N 18.0 44.000 0.0 XX1 37.98 0.0363 20 16.0 95.830 3.480 Vel = 6.08 XX1 46.09 1.598 3R 3.0 19.333 40.532 to 150.0 O 8.0 20.000 0.0 TOR 84.07 0.1580 N 9.0 39.333 6.213 Vel = 13.45 TOR 0.0 2.003 Fsp 0.0 5.000 46.745 to 150.0 0.0 0.0 5.382 ' * Fixed Loss = 3 BF 84.07 0.0526 0.0 5.000 0.263 Vel = 8.56 BF 0.0 2.003 Zaa 0.0 4.000 52.390 to 150.0 0.0 0.0 7.135 ** Fixed Loss =5.836 SPIG 84.07 0.0525 0.0 4.000 0.210 Vel = 8.56 SPIG 0.0 1.985 0.0 45.000 59.735 to 150.0 0.0 0.0 1.516 WM 84.07 0.0549 0.0 45.000 2.472 Vel = 8.72 WM 0.0 1.985 0.0 5.000 63.723 to 150.0 0.0 0.0 10.000 ** Fixed Loss = 10 CITY 84.07 0.0550 0.0 5.000 0.275 Vel = 8.72 100.00 Qa= 100.00 184.07 73.998 K Factor= 21.40 T2 46.09 1.598 10R 10.0 41.130 31.726 to 150.0 N 9.0 19.000 0.0 R12 46.09 0.0520 0.0 60.130 3.124 Vel = 7.37 R12 0.0 1.598 N 9.0 9.000 34.850 to 150.0 0.0 9.000 4.295 R11 46.09 0.0519 0.0 18.000 0.935 Vel = 7.37 R11 0.0 1.598 0 8.0 0.710 40.080 to 150.0 0.0 8.000 0.0 XX1 46.09 0.0519 0.0 8.710 0.452 Vel = 7.37 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 �: I Final Calculations - Hazen-Williar UMI FIRE PROTECTION Page 5 PARK 77 E AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **''* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 46.09 40.532 K Factor= 7.24 SS2 20.23 1.101 N 7.0 0.500 21.141 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS2 20.23 0.0695 0.0 7.500 0.521 Vel = 6.82 TS2 0.0 1.101 N 7.0 9.000 21.662 to 150.0 0.0 7.000 4.331 BS2 20.23 0.0695 0.0 16.000 1.112 Vel = 6.82 BS2 0.0 1.101 O 5.0 4.500 27.105 to 150.0 0.0 5.000 0.0 T1 20.23 0.0696 0.0 9.500 0.661 Vel = 6.82 0.0 20.23 27.766 K Factor= 3.84 SS4 21.95 1.101 N 7.0 0.500 24.878 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS4 21.95 0.0808 0.0 7.500 0.606 Vel = 7.40 TS4 0.0 1.101 N 7.0 9.000 25.484 to 150.0 0.0 7.000 4.331 BS4 21.95 0.0808 0.0 16.000 1.292 Vel = 7.40 BS4 0.0 1.101 R 1.0 5.460 31.107 to 150.0 0.0 1.000 0.0 T4 21.95 0.0808 0.0 6.460 0.522 Vel = 7.40 T4 21.87 1.598 R 1.0 0.790 31.629 to 150.0 0.0 1.000 0.0 T3 43.82 0.0475 0.0 1.790 0.085 Vel = 7.01 0.0 43.82 31.714 K Factor= 7.78 SS3 21.87 1.101 N 7.0 0.500 24.709 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS3 21.87 0.0803 0.0 7.500 0.602 Vel = 7.37 TS3 0.0 1.101 N 7.0 9.000 25.311 to 150.0 0.0 7.000 4.331 BS3 21.87 0.0803 0.0 16.000 1.285 Vel = 7.37 BS3 0.0 1.101 O 5.0 2.750 30.927 to 150.0 R 1.0 6.000 0.0 T4 21.87 0.0802 0.0 8.750 0.702 Vel = 7.37 0.0 21.87 31.629 K Factor= 3.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I / WASSHINGTON STATE CERTLIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTE.VIS C �0B eia Office of State Fire Marshai V UNUMMI093M6 i � � Expires Sionatulb__ SEAL MUST BE SIGNED AND DATED TO BE VALID _ _ _ Fire Protection by Computer Design UMI FIRE PROTECTION PO BOX 1457 MARYSVILLE, WA 98270 Job Name 77 COM AREA AREA 1 Building Location System Contract Data File PARK 77 COM AREA 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i L N U MOO CD Cl) r IK4-�O) tico M � co 00 O OD O) CL) rrO�N� (o N .. .. d 0 E^E O (O O CLLd O� � O (6 = E E E E 2) O CU D CD O.2 M O. NC) U > � +>+ T W(n0U) �rNN OM (gyp 0U) E r co O co O O Q O CO O Z) 2 Z E co t c O _ O LO N M 7 O Of U C U � 41 c Or T O < 2 o Z cn O m J p7 LL O d O N 0LO 0 N E O U 0 0 0 (OHO N M 1-LO j O U rn 3 LO O Z in O Or C/?dLL b LLJ � �co m o LLJ of 0 �+ H Q N U r Q O Q CO ai m Q D� W (D i O (j Of LO u1 Q �UUU L � 2 o 0 o O o o (O 'IT CD O CD N r O O O O O O O >� W U r r r r r r O) a0 r- (O In Cr M N r D d W (n (n W t 3 G Q? \ @ Cl) � f 13) g Cl) m I = g = \ G » 2 w\ & \ o\2 R �/@ ■ a �2 § \ Cl) c 4 m0) R Cl) £ % IN= R / a CNoR c z. co < » E \ / \ �L 0 n. w � E ƒ 5e § § O (D �% m N Cl) \ c o j \ ./ \\ 7 \ < \ U- _ _ § � _ � ± ƒ _ m LO § n- § % ems Z » 2 2 $ 7 / ƒ \ 0 ± fT/oCN = ] C \ a) co [ § 0 _ &/ \ \ 2 \ cu j � _ ° / ° = = E r{ o � o2 se a � / % ± o E x c � R m 6 G / e c 2 R = 3 � jo� � j kJ / M -0 \ § f m a _ _ _ / @ = E / e ± =- = # CD \ $ ° f % �\ \ _ ® moo = � mEc » � / R / 5Iq / � 0023 $ 2 � � oonE 5 = E \ \ cLE 2 -0 ! ao \ / \ \\ o ° mm C \ ) j \ -0M E 2 g /$ E £ - 73: 212E E < >> -o C / 22 § _ \ ƒ 0 0b> 0 --rn / / > _ 0 / o < U) m 2 E/ E \ \ CL LLJ $ \ \ }j}}\ \ E k : U) 2\ 0 -0c ±_ 2 f = k = er g0a) _0 LLo _ § \ = £ = g > 03 \ LL kE / @ ° 52E:� 6 w {j � = a a) f 3 = ¥ E < ± 2o= e4 = 5 -1 EE z ± 5m = 2 s. �. Pressure / Flow Summary - STAND UMI FIRE PROTECTION Page 3 77 COM AREA AREA 1 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. S10 23.5 5.6 16.14 na 22.5 0A 225 7.0 S11 23.5 5.6 16.48 na 22.74 0.1 225 7.0 T20 20.5 23.13 na T21 20.5 23.22 na T22 20.5 23.77 na T23 20.5 27.35 na 2ND 20.5 28.63 na 1ST 11.0 34.34 na T4 11.0 35.63 na TOR 11.0 40.74 na BF 4.0 47.07 na SPIG 1.0 54.71 na UG1 -5.0 57.38 na CITY -5.0 67.59 na 100.0 S12 21.5 5.6 17.95 na 23.72 0.1 225 7.0 S13 21.5 5.6 18.65 na 24.18 0.1 225 7.0 S14 23.5 5.6 20.95 na 25.63 0.1 225 TO The maximum velocity is 10.43 and it occurs in the pipe between nodes T22 and T23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finol Calculations - Hazen-William' UMI FIRE PROTECTION Page 4 77 COM AREA AREA 1 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*"!** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S10 22.50 1.38 0.0 8.000 16.143 K Factor= 5.60 to 120.0 0.0 0.0 0.0 S11 22.5 0.0426 0.0 8.000 0.341 Vel = 4.83 S11 22.74 1.38 4E 12.0 16.500 16.484 K Factor= 5.60 to 120.0 T 6.0 18.000 1.299 T20 45.24 _0.1549 0.0 34.500 5.344 Val = 9.70 T20 0.0 2.157 0.0 5.210 23.127 to 120.0 0.0 0.0 0.0 T21 45.24 0.0177 0.0 5.210 0.092 Vel = 3.97 T21 47.90 2.157 0.0 8.170 23.219 to 120.0 0.0 0.0 0.0 T22 93.14 0.0670 0.0 8.170 0.547 Vel = 8.18 T22 25.64 2.157 T 12.307 21.830 23.766 to 120.0 0.0 12.307 0.0 T23 118.78 0.1050 0.0 34.137 3.583 Vel = 10.43 T23 0.0 2.157 E 6.153 6.080 27.349 to 120.0 0.0 6.153 0.0 2ND 118.78 0.1050 0.0 12.233 1.284 Vel = 10.43 2ND 0.0 2.157 E 6.153 9.000 28.633 to 120.0 0.0 6.153 4.114 1ST 118.78 0.1050 0.0 15.153 1.591 Vel = 10.43 1ST 0.0 2.157 T 12.307 0.042 34.338 to 120.0 0.0 12.307 0.0 T4 118.78 0.1050 0.0 12.349 1.297 Vel = 10.43 T4 0.0 2.157 3E 18.46 30.210 35.635 to 120.0 0.0 18.460 0.0 TOR 118.78 0.1050 _ 0.0 48.670 5.108 Vel = 10.43 TOR 0.0 2.635 Fsp 0.0 7.500 40.743 to 120.0 0.0 0.0 6.032 ** Fixed Loss = 3 BF 118.78 0.0396 0.0 7.500 0.297 vel = 6.99 BF 0.0 2.635 Zcb 0.0 3.000 47.072 to 120.0 0.0 0.0 7.519 ** Fixed Loss = 6.219 SPIG 118.78 0.0393 0.0 3.000 0.118 Val = 6.99 SPIG 0.0 4.1 L 8.72 11.000 54.709 to 140.0 0.0 8.720 2.599 UG1 118.78 0.0034 0.0 19.720 0.068 Vel = 2.89 UG1 0.0 4.1 G 2.907 30.000 57.376 to 140.0 T 29.067 31.974 10.000 ' * Fixed Loss = 10 CITY 118.78 0.0035 0.0 61.974 0.214 Vel = 2.89 100.00 Qa = 100.00 218.78 67.590 K Factor= 26.61 S12 23.72 1.38 0.0 15.000 17.947 K Factor= 5.60 to 120.0 0.0 0.0 0.0 S13 23.72 0.0470 _ 0.0 15.000 0.705 Vel = 5.09 S13 24.19 1.38 2E 6.0 12.000 18.652 K Factor=5.60 to 120.0 T 6.0 12.000 0.433 T21 _ 47.91 0.1723 0.0 24.000 4.134 Val= 10.28 _ 0.0 Computer Programs by Hydrate,Inc. Route 111 Windham N.H. USA 03087 Fin:ol calculations - Hazen-Williarr'-) UMI FIRE PROTECTION Page 5 77 COM AREA AREA 1 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln Total Pf Pn 47.91 23.219 K Factor= 9.94 S14 25.63 1.38 2E 6.0 16.040 20.948 K Factor=5.60 to 120.0 T 6.0 12.000 1.299 T22 25.63 0.0542 0.0 28.040 1.519 Vel = 5.50 0.0 25.63 23.766 K Factor= 5.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WASHLNGTON STATE CERTIFICATE OF COMPEi ENCY FIRE FROTF,CTION SFMNW ER SYSTEMS Christian B Klein 6616-OIZC Office of We Fire Marshal UN:IMMI09b'6 / Expires S,pnetuw 12/31/16 SEAL MUST BE SIGNED AND DATED TO BE VALID _ _ _ Fire Protection by Computer Design UMI FIRE PROTECTION PO BOX 1457 MARYSVILLE, WA 98270 Job Name 77 COM AREA AREA 2 Building Location System Contract Data File PARK 77 COM AREA 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 L � � �� .y � ce o� /\\ \\ (6\ E(D \_ \J ®�N_ =LLfl- o \ § 2 (/7 \ >fyc �� 3U)U U CNN0m §Eccicm E 2 \ \ \ � . I 5 E 2 ? \ / j k L ocq � o < I /z / k LL / _ \ f E / E CD E \ �7/ U \ \ } / CD � E/ƒ /z < y*2 5 0 U w \ ƒ\\\ CD E � ® m3 = o LN CL. 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Pressure / Flow Summary - STAN""IRD UMI FIRE PROTECTION Page 3 77 COM AREA AREA 2 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S1 11.0 5.6 16.68 na 22.87 0.1 225 7.0 S2 11.0 5.6 17.07 na 23.14 0.1 225 7.0 T1 11.0 18.26 na T2 11.0 18.41 na T3 11.0 19.25 na T4 11.0 21.5 na TOR 11.0 28.23 na BF 4.0 34.66 na SPIG 1.0 41.23 na UG1 -5.0 43.92 na CITY -5.0 64.21 na 100.0 S3 11.0 5.6 16.14 na 22.5 0.1 225 7.0 S4 11.0 5.6 16.78 na 22.94 0.1 225 7.0 S5 11.0 5.6 16.89 na 23.01 0.1 225 7.0 S6 11.0 5.6 17.55 na 23.46 0.1 225 7.0 The maximum velocity is 12.11 and it occurs in the pipe between nodes T3 and T4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � >, �, � �. - � _� �ti Final Calculations - Hazen-William' UMI FIRE PROTECTION Page 4 77 COM AREA AREA 2 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S1 22.87 1.38 0.0 9.000 16.676 K Factor= 5.60 to 120.0 0.0 0.0 0.0 S2 22.87 0.0438 0.0 9.000 0.394 Vel = 4.91 S2 23.13 1.38 E 3.0 4.417 17.070 K Factor= 5.60 to 120.0 0.0 3.000 0.0 T1 46.0 0.1599 0.0 7.417 1.186 Vel = 9.87 T1 0.0 2.157 0.0 8.333 18.256 to 120.0 0.0 0.0 0.0 T2 46.0 0.0181 0.0 8.333 0.151 Vel = 4.04 T2 45.44 2.157 0.0 13.000 18.407 to 120.0 0.0 0.0 0.0 T3 91.44 0.0647 0.0 13.000 0.841 Vel = 8.03 T3 46.48 2.157 0.0 16.250 19.248 to 120.0 0.0 0.0 0.0 T4 137.92 0.1384 0.0 16.250 2.249 Vel = 12.11 T4 0.0 2.157 3E 18.46 30.210 21.497 to 120.0 0.0 18.460 0.0 TOR 137.92 0.1384 0.0 48.670 6.735 Vel = 12.11 TOR 0.0 2.635 Fsp 0.0 7.500 28.232 to 120.0 0.0 0.0 6.032 Fixed Loss= 3 BF _ 137.92 0.0523 0.0 7.500 0.392 Vel = 8.11 BF 0.0 2.635 zcb 0.0 3.000 34.656 to 120.0 0.0 0.0 6.422 " * Fixed Loss = 5.123 SPIG 137.92 0.0523 0.0 3.000 0.157 Vel = 8.11 SPIG 0.0 4.1 L 8.72 11.000 41.235 to 140.0 0.0 8.720 2.599 UG1 137.92 0.0045 0.0 19.720 0.089 Vel = 3.35 UG1 0.0 4.1 G 2.907 30.000 43.923 to 140.0 T 29.067 31.974 20.000 *' Fixed Loss= 20 CITY 137.92 0.0046 0.0 61.974 0.283 Vel = 3.35 100.00 Qa = 100.00 237.92 64.206 K Factor= 29.69 S3 22.50 1.38 0.0 14.958 16.143 K Factor= 5.60 to 120.0 0.0 0.0 0.0 S4 22.5 0.0426 0.0 14.958 0.637 Vel = 4.83 S4 22.94 1.38 T 6.0 4.417 16.780 K Factor= 5.60 to 120.0 0.0 6.000 0.0 T2 45.44 0.1562 0.0 10.417 1.627 Vel = 9.75 0.0 45.44 18.407 K Factor= 10.59 S5 23.01 1.38 0.0 14.958 16.888 K Factor= 5.60 to 120.0 0.0 0.0 0.0 S6 23.01 0.0444 0.0 14.958 0.664 Vel = 4.94 S6 23.46 1.38 T 6.0 4.417 17.552 K Factor= 5.60 to 120.0 0.0 6.000 0.0 T3 46.47 0.1628 0.0 10.417 1.696 Vel = 9.97 0.0 46.47 19.248 K Factor= 10.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 V 1�'��:1 !' .�, . � � J { "Pinhl Calculations - Hazen-William UMI FIRE PROTECTION Page 5 77 COM AREA AREA 2 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv, Ln. Total Pf Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 tqWorldwide Fire Protection Contacts www.tyco-fire.com Products RAPID RESPONSE Series LFII Residential Sprinkler 4.4 K-factor Horizontal Sidewall, Dry Type Wet Pipe System General The Series LFII Dry Type Residential Horizontal Sidewall Sprinklers have Deseri t/On been designed with heat sensitivity and p water characteristics proven to help in The TYCO RAPID RESPONSE Series the control of residential fires and to LFII Dry Type Residential Horizontal improve the chance for occupants to Sidewall (HSW) Sprinklers (TY2335) escape or be evacuated. a� are dry-type decorative,fast response, frangible bulb sprinklers designed for ' use in residential occupancies such as The Series LFII Dry Type Residential homes, apartments, dormitories, and Horizontal Sidewall Sprinklers(TY2335) hotels. described herein must be installed and The Series LFII Dry Type Residential maintained in compliance with this Horizontal Sidewall Sprinklers are typ- document and the applicable stan- �+rr ically used where sprinklers and/or a dards of the National Fire Protection Na7fa, portion of the connecting piping are Association (NFPA), in addition to the exposed to freezing temperatures(e.g., standards of any authorities having horizontal sprinkler supplied from wet jurisdiction. Failure to do so may impair systems into unheated areas). the performance of these devices. Discharge Coefficient The Series LFII Dry Type Residen- The owner is responsible for main- K=4.4 gpm/psi'=(63,4 Ipm/bar'') tial Horizontal Sidewall Sprinklers are taining their fire protection system Inlet Thread Connections intended for use in Residential Sprin- and devices in proper operating con- 1 Inch NPT kler systems for one- and two-family dition. Contact the installing contrac- ISO 7-R 1 dwellings and mobile homes per NFPA for or product manufacturer with any 13D; residential sprinkler systems for questions. Sprinkler Temperature Rating residential occupancies up to and 155°F(68°C) including four stories in height per Sprinkler Finishes NFPA 13R;or,sprinkler systems for the Natural Brass,Signal White,or Chrome residential portions of any occupancy Identification Plated per NFPA 13. Order Lengths Number (SIN) The recessed version is intended Minimum:3-3/4 inches(95,3 mm) for use in areas with finished walls. TY2335 Maximum:24 inches(609,6 mm) It employs a two-piece Style 20 Physical Characteristics Recessed Escutcheon. The Recessed Technical Inlet........ ..................... Brass Escutcheon provides 114 inch(6,4 mm) Plug ..... ....................... Brass of recessed adjustment or up to 1/2 Yoke....................... Stainless Steel inch(12,7 mm)of total adjustment from Data Casing....................Galvanized Steel the flush mounting surface position. Insert a................... a Bronze Approvals Bulb Seat.... ......... .... S Stainlinless Steel The design of this escutcheon provides UL Listed Bulb...............................Glass a level of flexibility in adjusting sprinkler Compression Screw..................Brass supply connections. Certified to all requirements of Deflector.......................... Brass NSF/ANSI 61 Frame ................. ............Brass Guide Tube................. Stainless Steel (Refer to the Design Criteria section for Water Tube ................. Stainless Steel IMPORTANT details on these approvals.) Bushing............................Brass Plug Spring................. Stainless Steel Always refer to Technical Data Maximum Working Pressure Sealing Assembly..Beryllium Nickel w/TEFLON Sheet TFP700 for the "INSTALLER 175 psi(12,1 bar) Escutcheon...................Carbon Steel WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and Received installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail IAN 1. 3 ?017 to operate in a fire situation or cause it to operate prematurely. V c> 11-4 Page 1 of 6 MARCH 2O16 TFP461 Y'i TFP461 Page 2of6 PLUG WITH YOKE PLUG WATER GUIDE FRAME 3 mm DEFLECTOR SEALING SPRING TUBE TUBE BULB ASSEMBLY �r INLET ESCUTCHEON BULB VENT COMPRESSION INLET BAND BUSHING CASING MOUNTING PLATE SEAT HOLE SCREW FIGURE 1 RAPID RESPONSE SERIES LFII DRY TYPE RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLERS(TY2335)ASSEMBLY Oeration Hydraulic Design Do not install the Series LFII Dry Type p (NFPA 13) Residential Horizontal Sidewall Sprin- When the TYCO RAPID RESPONSE For systems designed to NFPA 13,the klers into elbow fittings.The Inlet of the Series LFII Dry Type Residential Hori- number of required design sprinklers is sprinkler can contact the interior of the zontal Sidewall Sprinkler is in service, the four most hydraulically demanding elbow, potentially damaging the Inlet water is prevented from entering the sprinklers. The minimum required dis- seal. assembly by the Plug with Sealing charge from each of the four sprinklers Only use the configuration in Figure 4 Assembly (Ref. Figure 1) in the Inlet of is the greater of the following: where the sprinkler fitting and water- the Sprinkler. • flow rates listed in Table A as a filled pipe at the sprinkler fitting are The glass Bulb contains a fluid that function of temperature rating and not subject to freezing and where expands when exposed to heat.When the maximum allowable coverage the length of the Series LFII Sprinkler the rated temperature is reached, the area. has the minimum exposure length per fluid expands sufficiently to shatter the • minimum discharge of 0.1 gpm/ft2 Figure 5.Refer to the Exposure Length glass Bulb to release the Bulb Seat.The over the design area comprised section and Table B. system's water pressure is then able to of the four most hydraulically • the 1 inch NPT outlet of a unseat the Plug with Sealing Assem- demanding sprinklers for the actual GRINNELL Figure 730 Mechanical bly.The Plug Spring turns the Plug with coverage areas protected by four Tee in wet pipe systems only Sealing Assembly aside, allowing the sprinklers. • the 1 inch NPT CPVC outlet of a sprinkler to activate and flow water. Obstruction to Water Distribution 1" x 1" x 1" NPT Sprinkler Head ■ Sprinklers are to be located in accor- Adapter Tee (P/N 80249) in wet Design dance with the obstruction rules of systems only NFPA 13D, 13R, and 13 as applicable . the 1 inch NPT CPVC outlet of a Criteria for residential sprinklers as well as with 1" x 1" NPT Female Adapter The TYCO RAPID RESPONSE Series the obstruction criteria described within (P/N 80145) in wet systems only LFII Dry Type Residential Horizon- the Technical Data Sheet TFP490. tal Sidewall Sprinklers (TY2335) are Operational Sensitivity • the 1 inch NPT outlet a UL Listed for installation in accordance The sprinkler must be located relative 1" x 1" x 1" NPT CPVC Sprinkler Head Adapter Tee only 80259) in with this section. to the mounting surface as shown in wet pipe systems only Residential Sprinkler Design Guide Figures 2 and 3. When conditions exist that are outside Sprinkler Spacing the scope of the criteria provided in The minimum lateral spacing between this section, refer to the technical data sprinklers is 8 feet(2,4 m).The maximum Do not install the Series LFII Dry Type sheet entitled Residential Sprinkler lateral spacing between sprinklers Residential Horizontal Sidewall Sprin- Design Guide (TFP490) for the manu- cannot exceed the length of the cov- klers into any other type fitting without facturer's recommendations that may erage area (refer to Table A) hydrauli- first consulting the Tyco Fire Protection be acceptable to the local authority cally calculated (e.g., a maximum of Products (TFPP) Technical Services. having jurisdiction. 12 feet for a 12 ft.x 12 ft.coverage area Failure to use the appropriate fitting System Type or 18 feet for a 18 ft. x 20 ft. coverage may result in the following: Wet Pipe area). failure of the sprinkler to operate Hydraulic Design Sprinkler Fittings properly due to formation of ice over y g The following fittings may be used: the Inlet Plug or binding of the Inlet (NFPA 13D and 13R) Plug. For systems designed to NFPA 13D or the 1 inch NPT outlet or run of a NFPA 13R,the minimum required sprin- malleable or ductile iron threaded insufficient engagement of the in- kler flow rates are given in Table A as a tee fittings that meet the dimen- let pipe threads with consequent function of temperature rating and the sional requirements of ANSI B16.3 leakage. maximum allowable coverage areas. (Class 150) Exposure Length The sprinkler flow rate is the minimum the 1 inch NPT outlet or run of a When using Series LFII Dry Type Resi- required discharge from each of the cast iron threaded tee fitting that dential Horizontal Sidewall Sprinklers total number of"design sprinklers,"as meet the dimensional requirements in wet pipe sprinkler systems to protect specified in NFPA 13D or NFPA 13R. of ANSI B16.4(Class 125) areas subject to freezing temperatures, use Table B to determine the appro- i TFP461 Page 3of6 WET PIPE SYSTEM Maximum Minimum Flow and Residual Pressure(°,dl Coverage Area',6) Maximum 155°F(68°C) Width x Length Spacing Minimum Ft.x Ft. Feet Flow Pressure m Deflector to Installation Spacing (m x m) ( ) (Ip m (bar) Ceiling Type Feet (m) 12 x 12t4, 13 8.7 (3,7 x 3,7 (49,2 0.60 14 x 14 14 10.1 4,3 x 4,3) 53,0 0,70 16 x 16 18'el 16.7iei 4 to 6 4.9 x 4.9) 68,1 1,15) Inches 16 x 18 214 22.B''n' 4,9 x 5,5) (4,9) (79,5) (1,57) 16 x 20 16 25 32.3 Recessed 4,9 x 5,1) 4.9) 94,6 2,23) 8 12 x 12 12 15 11.6 Plain (2,4) 3.7 x 3,7 (3.7) 56,8 (0.80) Baa rreled 14 x 14 14 16111 1321' 4,3 x 4,3) 4,3 60,6 (0,91) 16x16 16 19 18.6 6to12 4.9 x 4,9) (4,9 71,9 1,28) Inches 16 x 18 16 20) 25!"% (4.9 x 5,5) (4,9) (83.3) (1.72) 16 x 20 16 30(1) 46.501 4.9 x 6,1 4.9 113.6 3,20 Notes: a. For coverage area dimensions less than or between those indicated,use the minimum required flow forthe next highest coverage area for which hydraulic design criteria are stated, b. This dimension refers to the Width(backwall where the sprinkler is located)times the Length(horizontal throw of the sprinkler). c. The requirement is based on minimum flow in gpm(lpm)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design under the Design Criteria section for details. d. For NFPA 13 residential applications,the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. e. For sprinklers installed prior to May 1,2015.a flow rate of 17 gpm at a pressure of 14.9 psi maV be used. f. For sprinklers installed prior to May 1,2015,a flow rate of 15 gpm at a pressure of 11.6 psi may be used. g. For.sprinklers installed prior to May 1,2015,a flow rate of 19 gpm at a pressw'e of 16.6 psi maybe used. h. For sprinklers installed prior to May 1,2015,a flow rate of 20 gpm at a pressure of 20.71 psi may be used.: i. For sprinklers installed prior to May 1,2015,a flow rate of 25 gpm at a pressure of 32.3 psi may be used, TABLE A WET PIPE SYSTEM SERIES LFII DRY TYPE HORIZONTAL SIDEWALL SPRINKLERS NFPA 13D, 13RAND 13 HYDRAULIC DESIGN CRITERIA priate exposed sprinkler barrel length to prevent water from freezing in the ure Temperatures for Heated Areal') connecting pipes due to conduction. Ambient posed t Discharge The exposed barrel length measure- Exposed to Discharge 40°F(4°C) 50°F(10°C) 60°F(16°C p g End of Sprinkler ment must be taken from the face of Minimum Exposed Barrel Length, Inches(mm)jb) the sprinkler fitting to the surface of the 40°F(4°C) 0 0 0 structure or insulation that is exposed to the heated area. Refer to Figure 5 for 30°F(-1°C) 0 0 0 an example. 20°F(-7°C) 4(100) 0 0 Clearance Space When connecting an area subject 10°F(-12°C) 8(200) 1 (25) 0 to freezing and an area containing a 0°F(-18°C) 12(305) 3(75) 0 wet-pipe sprinkler system, the clear- ance space around the sprinkler barrel -10°F(-23°C) 14(355) 4(100) 1 (25) of Dry Type Residential Sprinklers -20°F(-29°C) 14(355) 6(150) 3(75) must be sealed, in accordance with the National Fire Protection Associa- -30°F(-34°C) 16(405) 8(200) 4(100) tion. Due to temperature differences -40°F(-40°C) 18(455) 8(200) 4(100) between the two areas, the potential for the formation of condensation in -50°F(-46°C) 20(510) 10(255) 6(150) the sprinkler and subsequent ice build- -60°F(-51°C) 20(510) 10(255) 6(150) up is increased. If this condensation is not controlled, ice build-up can occur Notes: that might damage the dry type sprin- a For protected area temperatures that occur between values listed above,use the next cooler temperature kler and/or prevent proper operation in b These lengths are inclusive of wind velocities up to 30 mph(16.6 kph) a fire situation. TABLE BMINIMUM RECOMMENDED LENGTHS OF EXPOSED Use of the Model DSB-2 Dry Sprin- SPRINKLER BARRELS 1N WET PIPE SYSTEMS kler Boot, described in Technical Data Sheet TFP591 and shown in Figures 4 and 5, can provide the recommended seal. TFP461 Page 4of6 ORDER LENGTHS: 5-1/2"to 24" (139,7 to 609.6 mm) MINIMUM IN 1/4"(6,4 mm)INCREMENTS 2-1/4"(57,2 mm) MAXIMUM 6"(152,4 mm) FACE OF DEFLECTOR TO SPRINKLER MOUNTING FITTING SURFACE I 5/16" SPRINKLER FITTING (7,9 mm) (REFER TO DESIGN CENTERLINE CRITERIA SECTION) OF WATERWAY FIGURE 2 RAPID RESPONSE SERIES LFII DRY TYPE RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLERS WITHOUT ESCUTCHEON ORDER LENGTHS: 3-3/4"to 24"(95,3 to 609,E mm) IN 1/4"(6,4 mm)INCREMENTS _ 2-3/16"t 1/4" (55,6±6,4 mm) FACE OF FACE OF �y 5/16" SPRINKLER MOUNTING (7,9 mm) FITTING SURFACE 1 2-7/8"DIA. —� (73,01mm) SPRINKLER FITTING (REFER TO DESIGN CENTERLINE 1-3/4" DIA. CRITERIA SECTION) OF WATERWAY (44,5 mm) FIGURE 3 RAPID RESPONSE SERIES LFII DRY TYPE RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLERS WITH STYLE 20 RECESSED ESCUTCHEON PLUG OUTLET FACE OF SPRINKLER \- SPRINKLER FITTING / FITTING (SEE DESIGN /DSB-2 CRITERIA \ BOOT SECTION) 1 EXPOSURE DSB-2 �:' LENGTH BOOT (SEE DESIGN —« CRITERIA TO WET \ SECTION) Z. SYSTEM FIGURE 4 FIGURE 5 SPRINKLER FITTING IN SPRINKLER BARREL HEATED AREA EXPOSURE LENGTH TFP461 Page 5of6 the sprinkler. Re-adjust the position of cleaned by means of gently dusting the sprinkler fitting to suit. with a feather duster; otherwise, non- Note: Install horizontal sidewall sprin- operation in the event of a fire or inad- WRENCH RECESS klers only in the horizontal position vertent operation may result. (USE END "A" with their centerline of waterway par- A Vent Hole is provided in the Bulb ONLY) al/el to the ceiling. The word TOP on the Seat (Ref. Figure 1) to indicate if the Deflector is to face towards the ceiling. Series LFII Dry Type Residential Hor- FIGURE 6 Step 1. With a non-hardening pipe- izontal Sidewall Sprinkler is remain- W-TYPE 6 thread sealant such as Teflon tape ing dry. Evidence of leakage from the SPRINKLER WRENCH applied to the inlet threads, hand- Vent Hole indicates potential leakage tighten the sprinkler into the sprinkler past the Plug with Sealing Assembly fitting. and the need to remove the sprinkler PUSH WRENCH to determine the cause of leakage(e.g., IN TO ENSURE Step 2. Wrench-tighten the sprinkler an improper installation or an ice plug). ENGAGEMENT using a pipe wrench on the Inlet Band Close the fire protection system control WITH SPRINKLER or the Casing (Ref. Figure 1), or using valve and drain the system before ® WRENCHING AREA the W-Type 6 or W-Type 7 Sprinkler removing the sprinkler. Wrench as follows: Sprinklers which are found to be APO • For plain-barrel horizontal sidewall leaking or exhibiting visible signs of WRENCH sprinklers, apply the Wrench corrosion must be replaced. ti RECESS Recess End "A" of the W-Type 6 Automatic sprinklers must never be 0 ` Sprinkler Wrench (Ref. Figure 6)to the Wrench Flat. painted, plated, coated, or other- wise altered after leaving the factory. • For recessed horizontal sidewall Modified sprinklers must be replaced. sprinklers, apply the Wrench Sprinklers that have been exposed to Recess of the W-Type 7 Sprinkler corrosive products of combustion, but WRENCH Wrench to the Wrench Flat have not operated,should be replaced FLAT (Ref. Figure 7). if they cannot be completely cleaned If sprinkler removal is necessary, by wiping the sprinkler with a cloth or FIGURE 7 remove the sprinkler using the same by brushing it with a soft bristle brush. W-TYPE 7 RECESSED wrenching method noted above.Sprin- Care must be exercised to avoid SPRINKLER WRENCH kler removal is easier when a non-hard- damage to the sprinklers before, ening sealant was used and torque during, and after installation. Sprin- guidelines were followed.After removal, klers damaged by dropping, striking, Installation inspect the sprinkler for damage. wrench twist/slippage,or the like, must Step 3.After installation of the gypsum be replaced. Also, replace any sprin- board or other wall/soffit finish material, kler that has a cracked bulb or that has Dry Type Residential Horizontal Side- slide the Style 20 Recessed Escutch- lost liquid from its bulb (Ref. Installa- wall Sprinklers must be installed in eon Closure over the sprinkler. Push tion section). accordance with this section. the closure over the mounting plate The owner is responsible for the General Instructions until its flange contacts the wall. inspection,testing,and maintenance of The Series LFII Dry Type Residential their fire protection system and devices Horizontal Sidewall Sprinklers must Care and in compliance with this document, as only be installed in fittings that meet well as with the applicable standards the requirements of the Design Criteria Maintenance of the National Fire Protection Asso- section. For other important require- ciation (e.g., NFPA 25), in addition to ments regarding piping design and TYCO RAPID RESPONSE Series LFII the standards of any authorities having sealing of the clearance space around Dry Type Residential Horizontal Side- jurisdiction.Contact the installing con- the Sprinkler Casing,refer to the Design wall Sprinklers(TY2335)must be main- tractor or product manufacturer with Criteria section. tained and serviced in accordance with any questions. Do not install any bulb type sprinkler this section. Automatic sprinkler systems are rec- if the Bulb is cracked or there is a loss Before closing a fire protection system ommended to be inspected, tested, of liquid from the Bulb. With the sprin- main control valve for maintenance and maintained by a qualified Inspec- kler held horizontally,a small air bubble work on the fire protection system tion Service in accordance with local should be present.The diameter of the that it controls, obtain permission to requirements and/or national codes. air bubble is approximately 1/16 inch shut down the affected fire protection (1,6 mm). systems from the proper authorities A leak-tight 1 inch NPT sprinkler joint and notify all personnel who may be should be obtained by applying a min- affected by this action. imum-to-maximum torque of 20 to 30 Absence of a Recessed Escutch- ft.-lbs. (26,8 to 40,2 Nm). Higher levels eon Plate or a Domed Concealed of torque can distort the sprinkler Inlet Cover Plate to cover a clearance hole or Frame with consequent leakage or can delay sprinkler operation in a fire impairment of the sprinkler. situation. Do not attempt to compensate for The owner must assure that the sprin- insufficient adjustment in an Escutch- klers are not used for hanging any eon Plate by under- or over-tightening objects and that the sprinklers are only 3 � �FP461 Page 6of6 P/N* 63 - XXX - X - XXX SIN TEMPERATURE SPRINKLER ESCUTCHEON ORDER LENGTH RATING FINISH FINISH (EXAMPLES) HORIZONTAL 1 155`F(68`C) NATURAL BRASS 055 5.50" 12 SIDEWALLWITH TY2335 2 BRASS PLATED RECESSED ESCUTCHEON 082 8 25" SIGNAL WHITE SIGNAL WHITE HORIZONTAL 4 (RAL9003) (RAL9003) 13 SIDEWALL TY2335 POLYESTER POLYESTER 180 18.00" WITHOUT ESCUTCHEON CHROME CHROME PLATED PLATED 187 18.75 Notes: Use Prefix"I"for ISO 7-R 1 Inlet Thread Connection(e.g.,1-63-121-9-180) 240 24.00" TABLE C RAPID RESPONSE SERIES LFII DRY-TYPE RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLERS PART NUMBER SELECTION Limited Orderin Separately Ordered Sprinkler Wrench Warrant Procedure Specify: ,W-TypeP/N 56 6 Sprinkler Wrench Y (Figure 6), P/N 56-000-6-387 For warranty terms and conditions,visit Contact your local distributor for avail- Specify:W-Type 7 Recessed Sprinkler www.tyco-fire.com. ability.When placing an order,indicate Wrench (Figure 7), P/N 56-850-4-001 the full product name and part number Separately Ordered (P/N). Escutcheon Horizontal Sidewall Specify: Style 20 Recessed Escutch- Sprinkler Assemblies eon with(specify")finish, P/N(specify') Note:Unless otherwise indicated refer Refer to Technical Data Sheet TFP770 to Table C. Specify: Series LFII Dry Type Resi- dential Horizontal Sidewall Sprinkler, SIN TY2335, with (specify Recessed or without) Escutcheon, 4.4 K-fac- tor, Temperature Rating 155°F (68°C), Sprinkler Finish (specify), Escutcheon Finish (specify if applicable), Order Length (specify value per Figure 4 or 5), Inlet Thread Size (1 inch NPT or ISO 7-R 1), P/N(specify) GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+l-215-362-0700 Copyright©2016 Tyco Fire Products,LP. All rights reserved. ��CO TEFLON is trademark of The DuPont Corporation tiro Protection Products 4 OFFICE C0PEYA-IVI200/M200N MaximTnl Series M200 M20ON -A A M E S Double Check Valve Assemblies FIRE&WATERWORKS Sizes: 21/2" -10rr (65-250mm) LEAD FREE*, "r M200 BFG M200 OSY Features The Maxim M200, M20ON Double Check Valve Assemblies are used to prevent • Extremely Compact Design backflow of pollutants, that are objectionable but not toxic, from entering the potable water supply system. The Maxim M200, M20ON may be installed under • 70% Lighter than Traditional continuous pressure service and may be subjected to backpressure.The Maxim Designs M200, M20ON consists of two independently operating check valves, two • 304 (Schedule 40) Stainless Steel shutoff valves, and four test cocks. For use in non-health hazard applications. Housing &Sleeve • Groove Fittings Allow Integral Specifications Pipeline Adjustment The Double Check Valve Assemblies shall consist of two independent Tri-Link • Patented Tri-Link Checks Provides Check modules within a single housing, sleeve access port, four test cocks Lowest Pressure Loss and two drip tight shutoff valves.Tri-Link Checks shall be removable and • Unmatched Ease of Serviceability serviceable, without the use of special tools.The housing shall be constructed • Available with Grooved Butterfly of 304 (Schedule 40)stainless steel pipe with groove end connections.Tri-Link Valve Shutoffs Checks shall have reversible elastorner discs and in operation shall produce • Available for Horizontal, Vertical or drip tight closure against the reverse flow of liquid caused by backpressure or N Pattern Installations backsiphonage.Assembly shall be a Maxim M200, M20ON as manufactured by • Replaceable Check Disc Rubber the Ames Company. The information contained herein is not intended to replace the full product installation 'The wetted surface of this product and safety information available or the experience of a trained product installer.You contacted by consumable water contains are required to thoroughly read all installation instructions and product safety informa- less than 0.25%of lead by weight, tion before beginning the installation of this product. Job Name --- Contractor Job Location Approval RP ived Engineer _ _Contractor's P.O.No. Approval _— Representative 2016 n4 Ames File&Waterworks product specifications in U.S.customary units and nmurr,are approximate and are provided for reference only.For precise measurements,please contact Ames Fire&Waterworks Technical Service.Ames Fire&Waterworks reserves lire right to cna;Xjo or modify product design.construction,specifications,or materials without prior notice and without incurring any obligation In make such changes and modifications on Ames Fire&Waterworks products previously or sribequently sold. On -1 1 Configurations s g Available Models • Horizontal OSY- UVFM outside stem and yoke resilient seated • Vertical up gate valves • "N" pattern horizontal BFG- UVFM grooved gear operated butterfly valves w/tamper switch Materials NRS- non-rising stem resilient seated gate valves *OSY FxG- Flanged inlet gate connection and grooved • Housing &Sleeve: 304 (Schedule 40) Stainless Steel outlet gate connection • Elastomers: EPDM, Silicone and Buna `N' *OSY GxF- Grooved inlet gate connection and flanged • Tri-Link Checks: Norylc", Stainless Steel outlet gate connection • Check Discs: Reversible Silicone or EPDM *OSY GxG-Grooved inlet gate connection and grooved • Test Cocks: Bronze Body Nickel Plated outlet gate connection • Pins& Fasteners: 300 Series Stainless Steel Available with grooved NRS gate valves- consult factory* • Springs: Stainless Steel Post indicator plate and operating nut available-consult factory* *Consult factory for dimensions Dimensions — Weights Pressure — Temperature Temperature Range: 330F-110•F(0.5°C-43°C) Maximum Working Pressure: 175psi (12.06 bar) (open) J� • o o • • ........... H _. A------------- P G P M200,M20ON SIZE[DN) DIMENSIONS WEIGHT A C(OSY) C(NRS) D G H I J P M200 M20ON OSY NRS OSY NRS in mm in mm in mm in mm in mm in mm in mm in mm in mm in mm lbs. kgs. I lbs. kgs, lbs. kgs. Ibs kgs. 2'/2 65 303/4 781 16% 416 9% 238 31/2 89 129Y16 738 211/2 546 513/16 402 813/16 223 93/16 234 125 57 115 52 133 60 122 55 3 80 313/4 806 187/, 479 101/4 260 311/16 94 301/2 775 221/4 565 171/a 435 93/16 233 101/2 267 145 66 131 59 158 72 144 65 4 100 401/2 1029 22 3/4 578 123/16 310 5 127 393/4 1010 301/4 768 203/a 518 11111/16 297 113/16 284 225 102 219 99 248 113 242 110 6 150 473/4 1213 301/6 765 1 16 406 61/2 165 40 1016 371/2 953 243/4 629 143/16 360 151/2 394 390 177 368 167 430 195 408 185 8 200 543/4 1391 373/4 959 19'5/16 506 71/2 191 591/s 1502 451/a 1146 283/a 721 163/4 425 171/2 445 564 256 522 237 640 290 598 271 10 250 573/4 1467 453/4 1162 2313/16 605 83/16 208 66 1676 491h 1257 32'/2 826 175/16 440 20 508 781 354 721 327 951 431 1890 404 C M200BFG, M20ONBFG SIZE(DN) DIMENSIONS WEIGHT A C D G H I J P M20OBFG M20ON6FG in. mm in. mm in. mm in. min in_ mm in, mm in. mm in. mm in. mm lbs. kgs. Ibs kgs. 2'/2 65 273/4 705 8 203 31/2 89 297/8 759 211/2 546 1415/16 379 813/16 223 9 229 56 25 64 29 3 80 281/4 718 85/16 211 311/16 94 303/4 781 221/4 565 1 Y/16 392 93/16 233 91/2 241 54 24 67 30 4 100 353/4 908 811/16 221 413/16 122 39 991 301/4 768 18 457 1111/16 297 11 279 119 54 142 64 6 150 403/4 1035 10 254 6 152 477/16 1205 1 371/2 953 2011116 525 1 143/1s 360 1 151/2 394 1 211 96 1 251 114 200 147314 1213 12311 y 31 13/1s 173 56 1422 1 4514 1146 241/s 6131 163/4 425 1 171/2 445 1 345 156 1 421 191 Noryl®is a registered trademark of SABIC Innovative Plastics". Approvals Capacity • Approved by the Foundation for Cross-Connection UL/FM Certified Flow Characteristics Control and Hydraulic Research at The University of Flow characteristics collected using butterfly shutoff valves. Southern California(FCCCHR-USC) For additional approval information please contact the factory or Flow capacity chart identifies valve performance based visit our website at www.amesfirewater.com upon rated water velocity up to 25fps • Service Flow is typically determined by a rated velocity of *+��pSStFjFo 7.5fps based upon schedule 40 pipe. 855E c O .. FM NSF! • Rated Flow identifies maximum continuous duty perfor- G O US / mance determined by AWWA. C US Approved �/ • UL Flow Rate is 150% of Rated Flow and is not recom- 1015 B64.5 (1BFG&OSY Only) mended for continuous duty. • AWWA Manual M22 [Appendix C] recommends that the maximum water vpinrity in sp.rviras he. not more than 1 Ofps. Horizontal —Vertical ------- N - Pattern psi2'/z"(65mm) psi6"(150mm) 14 12 U Service Flow Rated Flow "UL Ruled Flow Service Flow Rated Flow " L Rated ROW i 12 12 - N 10 - y 10 - - - V N 8 d a o N 00 $ _ - H co 6 -- - H 6 4 V _ I 2 0 0 50 100 150 200 250 300 350 gpm 0 300 600 900 1200 1500 gpm 0 190 380 570 760 950 1140 1330 Ipm 0 1140 2280 3420 4560 5700 Ipin 7.5 15 fps 7.5 12 fps psi 3"(80mm) 8"(200mm) Service Flow Rated Flow 'UL Rated Flow psi 12 ' Service Flow Rated Flow "UL Rated Flow 12 10 ' - H 10 — a � 8 - I -� I — - N y $ - — o z l a N V i � 6 •`�. _ o0 6 H 4 4 i -- V a 2 V 2 L i _ 0 100 200 300 400 500 gpm 0 0 380 760 1140 1520 1900 Ipm 0 500 1000 1500 2000 2500 gpm 7.5 15 fps 0 1900 3800 5700 7600 9500 Ipm 7.5 10 fps 4"(100mm) 10"(250mm) p51 Service Flow Rated Flow "UL Rated Flow psi Service Flow Rated Flow "UL Rated Flow 12 12 10 — — N 10 N y H 6 H o9 $ V 00 6 oc 6 _ -_ a � 4 4 _ - LL 2 2 0 00 0 100 200 300 400 500 600 700 800 gpm 0 500 1000 1500 2000 2500 3000 3500 gpm 0 380 760 1140 1520 1900 2280 2660 3040 Ipm 0 1900 3800 5700 7600 9500 11400 13300 Ipm 7.5 13 fps 7.5 10 fps Inquire with governing authorities for local installation requirements A M E S FIRE&WATERWORKS' A Watts Water Technologies Company USA:Backflow Tel:(978)689-6066•Fax:(978)975-8350•AmesRreWaler.com USA:Control Valves Tel:(713)943-0688•Fax:(713)944-9445•AmesFireWater.com Canada: Tel:(905)332-4090•Fax:(905)332-7068•AmesFireWater.ca Latin America: Tel:(52)81-1001-8600•Fax:(52)81-8000-7091 •AmesFireWater.com ES-A-M200/M200N 1503 0 2015 Ames Fire&Waterworks `J ES-A-LF2000B Seises LF2000B A A M E S Double Check Valve Assemblies FIRE&WATERWORKS Sizes: '/2" -2" (15-60mm) LEAD FREE : . br' Features • Ease of maintenance with only one cover • Top entry r� • Replaceable seats and seat discs �r • Modular construction -' • Compact design 3/4"LF2000B • 1/2"-2" (15-50mm) Lead Free* (20mm) cast silicon copper alloy body construction Series LF2000B Double Check Valve Assemblies shall be installed at referenced cross- • Top mounted ball valve test cocks connections to prevent the backflow of polluted water into the potable water supply. Only • Low pressure drop those cross-connections identified b5 local inspection authorities as non-health hazard • No special tools required shall be allowed the use of an approved double check valve assembly. • 1/2"- 1" (15-25 mm) have Check with local authority having jurisdiction regarding vertical orientation,frequency of tee handles testing or other installation requirements. These valves meet the requirements of ASSE Std. 1015 and AWWA Std. C510 and are approved by the Foundation for Cross-Connection Control and Hydraulic Research at the Available Models University of Southern California.The LF2000B features Lead Free"construction to com- ply with Lead Free"installation requirements. Suffix: B- Quarter turn ball valves Specifications LBV- less ball valves A Double Check Valve Assembly shall be installed at each noted location.The Double Check Valve Assemblies shall be constructed usina Lead Free' materials. Lead Free' valves shall comply with state codes and standards,where applicable,requiring reduced Pressure — Temperaturelead content.The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs.The check module seats and seat discs shall be Temperature Range:33°F- 140°F replaceable. Service of all internal components shall be through a single access cover (0.5°C-60°C) secured with stainless steel bolts.The assembly shall also include two resilient seated iso- Maximum Working Pressure: 175psi lation valves and four top mounted, resilient seated test cocks.The assembly shall meet (12.06 bar) the requirements of ASSE Std. 1015 and AWWA Std. C510.Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern Cali- fornia.Assembly shall be an Ames Company Series LF2000B. Standards Approvals AWWA Std. C510, IAPMO PS31 4�assry�o product A55E SP® "'°� C S us *The wetted surface of this c us contacted by consumable water 1015 B64.5 3/a"-2" contains less than 0.25% of lead by (LBV Models Only) weight. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. LBV models not listed. Horizontal and vertical"flow up"approval on all sizes. Job Name Contractor Job Location Approval Engineer Contractor's P.O.No. Approval Representative Ames product specifications in U.S,customary units and metric are approximate and are provided for reference only.For precise measurements,please contact Ames Technical Service.Ames reserves the right to change or modify,product design,construction,specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com - i Dimensions - Weights i C B lu - F--------- LF2000B --------------G----------- SIZE(DN) DIMENSIONS WEIGHT 1 A B C F G H in. mm in. mm in. mm in. mm in. mm in, mm in, mm in mm Ih,s kgs �h 15 10 254 45/B 117 2%6 62 5 127 3% 85 25/16 59 21/4 52 4.5 2 Vh 20 111/B 282 4 102 31/a 79 63/e 157 31/6 87 2Y6 54 15/i6 33 5 2.3 1 25 131/4 337 5Y8 130 4 102 71/2 191 3% 85 111% 43 111/6 43 1 12 5.4 11/1 32 163/B 416 5 127 NJ 84 91/2 241 5 127 3 76 2 50 15 6.8 114 40 163/n 425 41A 124 31/2 89 93/a 248 51MF 148 31/8 79 211/6 68 15.86 72 2 50 191/2 495 6'/, 159 4 102 131/6 340 6% 156 37/16 87 2'Y6 68 2575 117 Strainer sold separately Capacities kPa psi o 1'/4"(32mm) As compiled from documented Foundation for Cross-Connection Control 96 14 and Hydraulic Research at the University of Southern California lab tests. N 83 12 `Typical maximum system flow rate(7.5 feet/sec.,2.3 meters/sec.) o 69 10 J 55 8 kPa psi 112°(15mm) 3 41 6 N 83 12 y 28 4 0 69 10 1 a) 1 55 8 a 14 2 41 6 0 6P 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm ayi 14 2 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm a 0 0 5 7.5 10 15 fps 0 2 4 6 8 10 12 gpm 1.5 2.3 3.0 4.6 mps AP 0 7.6 15.2 22.8 30.4 38 45.6 Ipm Flow Rate p 1.5 2.3 3.0 mps kPa psi 1'12 (40mm) Flow Rate A 83 12 kPa psi 314 (20mm) N 69 10 y 152 22 0 55 6 J 124 18 L 41 6 i 0 28 4 96 14 N 14 2 H 69 10 i p 0 41 6 a APO 10 20 30 40 50 60 70 80 90 100 110 120 gpm a 0 38 76 114 152 190 226 266 304 342 380 418 456 Ipm 14 2 5 7.5 10 15 fps 0 5 10 15 20 25 30 35 40 45 50 gpm 1.5 2.3 3.0 4.6 mps AP 0 19 3B 57 76 95 114 M 152 171 190 Ipm Flow Rate 7.5 15 fps 2.3 4.6 mps kPa psi 0°(50mm) Flow Rate N 83 12 kPa psi �� 69 10 N H 110 16 A 1 (25mm) J 55 8 J 83 12 m 41 6 69 10 55 8 H 28 4 = N 41 6 14 2 i 28 4 a 0 0 IL 14 2 0 25 50 75 100 125 150 4* AP 0 95 190 285 380 475 570 665 76175 0 Ippm AP 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 5 7.5 10 15 fps 0 19 38 57 76 95 114 133 152 171 190 209 2281pm 1.5 2.3 3.0 4.6 mps 5 7.5 10 15 fps Flow Rate 1.5 2.3 3.0 4.6 mps Flow Rate A M E S a 9001-2 OS FIRE&WATERWORKS www.amesfirewater.com CERT FIEb A Watts Water Technologies Company USA: Backflow- Tel:(916)928-0123-Fax:(916)928-9333 Control Valves- Tel:(713)943-0688-Fax:(713)944-9445 Canada: Tel:(905)332-4090-Fax:(905)332-7068 ES-A-LF2000B 1322 ©2013 Ames Fire&Waterworks i (g§z P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 650 ALL THREADED ROD 10' - 0' LENGTHS ROD MAX.REC.LOAD LBS. SIZE FOR SERVICE TEMP. 650°F 750°F 1/4 240 215 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 1 4960 4420 1 1/4 8000 7140 1 1/2 11630 1 10370 NOTE;maximum Temperature:750°F SIZE- 1/4 thru 1 1/2 inch rod in 10'-0"lengths. MATERIAL-Carbon Steel. FINISH-Plain and E.G., ORDERING-Part#,rod diameter and finish. 12/10 �, �r Product Specifications HARVFC GF Harvel° BlazeMasteeCPVC Fire Sprinkler Pipe Application: Dimensions: Corrosion resistant fire sprinkler pipe, IPS sizes 3/4"through 3", GF Harvel BlazeMaster CPVC fire sprinkler pipe shall be for use in wet automatic fire sprinkler systems.When installed in manufactured to Standard Dimension Ratio(SDR)13.5 accordance with GF Harvel's Installation Instructions, this pipe is dimensions in strict accordance to the requirements of ASTM Listed by Underwriters Laboratories(UL)for use in:Light Hazard F442 for physical dimensions and tolerances.Each production Occupancies as defined in the Standard for Installation of run of pipe manufactured in compliance to this standard, shall Sprinkler systems(NFPA 13); Residential Occupancies up to and also meet the test requirements for materials,workmanship, including four stories in height(NFPA 13R);and Residential burst pressure, flattening,and extrusion quality defined in Occupancies as defined in the Standard for Sprinkler Systems in ASTM F442. Furthermore,this pipe shall consistently meet or q One and Two Family Dwellings and Mobile Homes(NFPA 13D), exceed the physical performance test requirements of the 4) GF Harvel BlazeMaster,pipe is UL Listed for use in Return Air appropriate approval/listing agency(s)follow-up procedures v� Plenums(NFPA 90A), System Risers per NFPA 13 Light Hazard, established for the product. 13R and 13D, Exposed installations, Garages per NFPA 13R, and for use as Underground Fire Service Mains(NFPA 24)when installed in accordance with GF Harvel CPVC Fire Sprinkler Pipe Marking: m Installation Instructions. Product marking shall meet the requirements of ASTM F 442 and the Listing agency. Marking shall include:the phrase GF Harvel© Scope: B1azeMasters(or the manufacturers'trademark when privately labeled);the nominal pipe size;the type of material and material This specification outlines minimum manufacturing requirements designation code;the SDR series and pressure rating for water LL for Chlorinated Polyvinyl Chloride(CPVC)standard dimension (SDR 13.5; 175 psi(?150°F);the ASTM designation F 442;the ratio(SDR) 13.5 series iron pipe size(IPS)fire sprinkler pressure logo of the Listing and Approval agencies(UL, FM, LPCB, etc.); pipe.Pipe is intended for use in wet automatic fire sprinkler the independent laboratory's seal of approval for potable water systems when installed in accordance with Georg Fischer Harvel usage(NSF-pw);the date and time of manufacture;and the UL LLC CPVC Fire Sprinkler Piping Products Installation Instructions. assigned control number(2N95). GF Harvel BlazeMaster,pipe carries a maximum working pres- sure of 175 psi @ 150°F. Pipe meets or exceeds applicable indus- try standards and requirements as set forth by the American Installation Procedures: Society for Testing and Materials(ASTM),the National Sanitation Foundation(NSF),and Underwriters Laboratories(UL).GF Harvel All installation procedures such as storage and handling,solvent BlazeMaster,fire sprinkler pipe is approved by the Factory Mutual cement joining techniques,pipe support spacing,bracing, Corporation(FM)and the Loss Prevention Certification Board allowance for thermal expansion/contraction, component (LPCB).Refer to current approval guide and installation and assembly techniques, and testing etc. shall be in strict accordance • design manual for installation limitations. with Georg Fischer Harvel LLC Installation Instructions and the • UL Listing which includes installation limitations. CPVC Materials: System Components: The material used in the manufacture of the pipe shall be a rigid chlorinated polyvinyl chloride(CPVC)compound,ZTpe IV Grade Fittings used shall be UL Listed CPVC fittings and shall meet or I,with a Cell Classification of 23447 as defined in ASTM D1784. exceed the requirements of ASTM F437(Sch 80 threaded),ASTM The compound and the finished product shall be orange in color, F437(Sch 80 socket), or ASTM F438(Sch 40 socket)as applicable, and shall be approved by the National Sanitation Foundation such as those manufactured by Spears Manufacturing Co. or (NSF)for use with potable water.Material used shall be equivalent.Solvent cements used shall be those referenced in domestically produced BlazeMaster,CPVC material as provided Georg Fischer Harvel LLC Installation Instructions(such as by Noveon, Inc. (formerly the BFGoodrich Company), Spears FS-5 or equivalent),which meet or exceed the require- ments of ASTM F656 and ASTM F493, and shall be approved by the National Sanitation Foundation(NSF)for use with potable System Design: water. Socket type joints,sizes 3/4"-3", shall be made up using the One-Step solvent cement joining method.The solvent cement The CPVC sprinkler system shall be hydraulically calculated using joining method chosen shall be applied in strict accordance with a Hazen-Williams C factor of 150, and shall be designed in strict the appropriate procedures as outlined in Georg Fischer Harvel accordance with the Standard for Installation of Sprinkler LLC Installation Instructions. Systems,NFPA 13 Light Hazard,NFPA 13R, and NFPA 13D as applicable. Maintenance: Maintenance shall be in accordance with the Standard for Inspection, asting, and Maintenance of Water Based Sprinkler Systems as defined by NFPA 25. ©2012 Georg Fischer Harvel LLC • 300 Kuebler Road, Easton, PA 18040 • 610-252-7355 • Fax: 610-253-4436 • Harvel.com lip I I �a Product Specifications IUBITE `l-./ GF Harvel° BlazeMaster0 CPVC Fire Sprinkler Pipe Limitations: •CPVC systems are intended for use at a maximum working •CPVC sprinkler piping may be installed in a plenum space pressure of 175 psi and ambient temperature of 150°F, adjacent to,but not over, openings in the ceiling such as open ventilation grills, and require the use of schedule 80 fittings for •CPVC systems shall employ sprinkler heads having a maximum use on 11/2"and larger pipe sizes. Refer to Installation temperature rating of 2257 F or lower,regardless of type. Instructions for additional detail. •CPVC products shall be installed in wet pipe systems only. .Minimum protection when installed"concealed"shall consist of: •Air or compressed gas shall never be used for pressure testing. 3/8"gypsum wallboard or dr5nvall,suspended membrane ceiling panels weighing not less than.35 pounds per square foot, •CPVC sprinkler systems shall be hydrostatically tested for 2 or 1/2"plywood soffits.Minimum protection for NFPA 13R and 0 hours at 200 psi, or 50 psi in excess of the maximum working 13D systems may consist of 1/2"plywood. n pressure when the maximum working pressure exceeds 150 psi. Lines shall be slowly filled with water and the air bled from the •GF Harvel BlazeMaster,pipe is Listed for use in exposed highest and farthest sprinkler heads before test pressure is applications with certain limitations.When installed without applied. protection, "exposed"pipe is to be installed beneath smooth, flat, horizontal ceiling construction. Exposed categories include: •Only'lbflon®tape or a thread sealant specifically approved for standard coverage and residential pendent and sidewall sprin- W use iArith GF Harvel CPVC Fire Sprinkler Products shall be used kler applications,light hazard extended coverage and residential ] in making threaded connections. sprinkler pendent and sidewall sprinkler applications,use in !D •Where fieeze protection is required, only glycerin based unfinished basements with exposed solid wood joists,light haz- ard upright quick response sprinklers,and system risers(in 13R anti-fieeze solutions shall be used and installed in accordance &13D occupancies).Refer to GF Harvel's installation instruc- with NFPA 13. Do not use glycol base anti-freeze solutions or tions for specific sprinkler head temperature ratings and spacing contaminated glycerin solutions. requirements.The product must be installed in strict accor- •CPVC is not approved for use in combustible concealed spaces dance with NFPA 13, 13D, 13R and GF Harvel's current CPVC where sprinklers are required to protect these areas as defined Fire Sprinkler Piping Products Installation Instructions(HFS-3). • by NFPA 13,unless certain specific application sprinklers are .GF Harvel CPVC Fire Sprinkler Products must be installed in • installed per their listing.Refer to GF Harvel's current accordance with GF Harvel's current installation instructions • Installation Instructions for additional information. (HFS-3). GF Harvel CPVC Fire Sprinkler Pipe Dimensions Refer to this document for current listing limitations and SDR 133 (ASTM F442) installation requirements. Nominal Average Min. Average Nom.Wt. ASTM STANDARD D1784 MATERIAL CLASSIFICATION Size(in.) O.D. Wall I.D. Lbs./Ft. EQUIVALENTS: • 3/4 1.050 0.078 0.874 0.168 Cell Classification 23447 = CPVC I 1.315 0.097 1.101 0.262 OLPCB 1-114 1.660 0.123 1.394 0.416Type IV Grade I = CPVC 4120I-1/2 1.900 0.141 1.598 0.548 PIPE SIZES SHOWN ARE 2 2.375 0.176 2.003 0.859 MANUFACTURED IN STRICT 2-1/2 2.875 0.213 2.423 1.257 COMPLIANCE WITH ASTM F442 Assessed to ISO 9001 3 3.500 0.259 2,950 1.867 LPCB Rel.N4 zlo—Harvel Plasl¢s Baslor LPCB Ref.No.155—Harvel Plastics Bakersfield Sample Specification: All CPVC fire sprinkler pipe shall be manufactured from a Type IV, Grade I Chlorinated Polyvinyl Chloride(CPVC)compound with a Cell Classification of 23447 per ASTM D1784. Pipe shall be manufactured in strict compliance with ASTM F442 to SDR 13.5 dimensions, con- sistently meeting the Quality Assurance test requirements of this standard with regard to material,workmanship,burst pressure,flatten- ing, and extrusion quality. All CPVC fire sprinkler pipe shall be Listed by Underwriters Laboratories for wet pipe systems, and shall carry a rated working pressure of 175 psi @ 150°E All CPVC fire sprinkler pipe shall be installed in accordance with Georg Fischer Harvel LLC CPVC Fire Sprinkler Piping Products Installation Instructions. National Fire Protection Association(NFPA)Standards 13, 13D, and 13R must be referenced for design and installation requirements in conjunction with the Installation Instructions.All CPVC fire sprinkler pipe shall be manufactured in the USA by an ISO 9001 certified manufacturer and shall be FM and LPCB approved.All CPVC fire sprinkler pipe shall be packaged immediately after its manufacture to prevent damage and shall be stored indoors after production, at the manufacturing site,until shipped from factory.This pipe shall bear the logo of the listing agencies, and shall carry the National Sanitation Foundation(NSF)seal of approval for potable water applications.All CPVC fire sprinkler pipe shall be GF Harvel® BlazeMastere pipe as manufactured by Georg Fischer Harvel LLC. ©2012 Georg Fischer Harvel LLC • 300 Kuebler Road, Easton, PA 18040 • 610-252-7355 • Fax: 610-253-4436 • Harvel.com BlazeMasterO Submittal Data Sheet Job or Customer: Engineer: Contractor: Submitted by: -............-._.._........ Date ` Approved by: .... .. ....... _ Date Order No: Date Specification: Installation Date: < STANDARDS > • �� f..!n i, rL•!, , '� 1. D1784, F437, IPEX BlazeMaster® pipe and fittings are designed specifically for fire sprinkler I' F4 F439, F442 systems. They are made from a specialty thermoplastic known chemically as post- -1 I' 42 chlorinated polyvinyl chloride (CPVC). IPEX BlazeMaster pipe and fittings provide unique advantages in sprinkler installations including superior hydraulics, ease of D 1881 joining, increased hanger spacing in comparison to other thermoplastics and ease of assembly. They also are based on a technology with a continuous and proven service history of more than 40 years. UDC C199 P-M Fire Performance BlazeMaster is made with CPVC which offers an even greater fire safety profile than PVC. Like PVC, CPVC will not independently support combustion, and as such CEwill not burn once the flame source is removed. CPVC's ignition resistance is demonstrated by its flash ignition temperature of 900°F. FM CPVC also has a low flame spread. In addition, it provides outstanding smoke characteristics. In testing conducted to CAN/ULC S102.2, CPVC showed a flame 13, 13R spread of less than 15, and a smoke-developed classification of 15. And, like PVC, y7jT� 13D,9oA CPVC has a fuel contribution of 0. NFpA7 24 iL Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com , P E=_ X - - - - - - I - I BlazeMasterO Subm tta Data Sh et material properties availability, Physical &Thermal Properties of BlazeMaster CPVC Description Size (in) Property CPVC ASTM Pipe 3/4 to 3" Specific Gravity 1.55 D792 ~Fittings IZOD Impact Strength 3.0 D256A Tee (Soc) 3/4" to 3" (ft. lbs./inch, notched) 3/4"to 3" x 3/4° Modulus of Elasticity, @ 73°F, psi 4.23 x 101 D638 Reducing Tee (Soc) � Y, P � I 3" x 3/4" to 2-1/2° Ultimate Tensile Strength, psi 8,400 D638 Sprinkler Head Adapter Tee 3/4" to 2" x 3/4" J Compressive Strength, psi 9,600 D695 (Soc x Soc x SST FPT) 2" x 1/2" Poisson's Ratio .35 - .38 - Sprinkler Head Adapter Tee Working Stress @ 73°F, psi 2,000 D1598 ' (FPT x FPT x Soc) 1/2" x 1/2" 1" Hazen-Williams C Factor 150 90° Elbow (Soc) 3/4" - 3" Sprinkler head Adapter 90° Elbow 3/4" to 1-1/4" x 112"to Coefficient of Linear Expansion 3.4 x 10-1 D696 (Soc x SST FPT) 3/4" Thermal Conductivity 45° Elbow (Soc) 3/4" to 3" 1 If BTU/hr./ft.z/°F/in. 0.95 C177 1 Cross (Soc) 3/4" to 2-1/2" Limiting Oxygen Index 60% D2863 f Coupling (Soc) 3/4" to 3" Electrical Conductivity I Non Conductor I Grooved Adapter Coupling (Soc x Groove) 1-1/4" to 3" Female Adaptor (Soc x SST FPT) 3/4" to 2" Sprinkler Head Adaptor 3/4" to 1-1/4" x 1/2" to (Soc x SST FPT) 3/4" Sprinkler Head Adaptor 3/4" to 1" x 1/2" (Sp x SST FPT) Reducer Bushing (Spig x Soc) 1" to 3" x 3/4" to 2-1/2" Cap (Soc) 3/4" to 3" I Union (Soc) 3/4° to 2" One Piece Flange (Soc) 3/4" to 3" 1 Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 1 P E X 2of9 I BlazeMasterO Handling & Installation Procedures Outdoor Installations Pipe sizes 1-1/4" (32 mm) and above IPEX BlazeMaster pipe and fittings are not listed for exposed, shall always receive a second cement outdoor applications. application on the pipe end. (Apply cement on the pipe end, in the fitting socket, and on the pipe again.) Only Joining IPEX BlazeMaster Pipe and Fittings with use solvent cements that have been Red One Step Solvent Cement specifically investigated and tested for Note: BlazeMaster BM-5 One Step Cement requires no cleaner or use with BlazeMaster CPVC systems primer. Refer to individual manufacturers' installation instructions. and approved by the pipe and fittingmanufacturer. Too much cement can cause clogged waterways. Do not allow Cutting excess cement to puddle in the pipe IPEX BlazeMaster pipe can be easily cut with a sharp ratchet and fitting assembly. cutter (except at temperatures below 10°C (507)), a wheel-type Special care shall be exercised when plastic tubing cutter, a power saw or assembling BlazeMaster systems in a fine toothed saw. To ensure the extremely low temperatures (below 4°C e pipe is cut square, a miter box is (407)) or extremely high temperatures recommended when using a saw. A (above 38°C (100°F)). Extra set time square cut provides the surface of the shall be allowed in colder temperatures. pipe with maximum bonding area. If When cementing pipe and fittings in any indication of damage or cracking extremely cold temperatures, make certain that the cement has not is evident at the pipe end, cut off at "gelled". Gelled cement must be discarded. In extremely hot least 50.8 mm (2") beyond any temperatures, make sure both surfaces to be joined are still wet visible crack. with cement when putting them together. Deburring Assembly Burrs and filings can prevent proper After applying cement, immediately insert the pipe into the fitting contact between pipe and fitting socket, while rotating the pipe one-quarter turn. Properly align the during assembly, and must be fitting for the installation at this time. Pipe must bottom to the removed from the outside and the + stop. Hold the assembly for 10 to 15 seconds to ensure initial inside of the pipe. A chamfering tool bonding. A bead of cement should be evident around the pipe and or a file is suitable for this purpose. A fitting juncture. If this bead is not continuous around the socket slight bevel shall be placed at the ito shoulder, it may indicate that insufficient cement was applied. end of the pipe to ease entry of the I pipe into the socket and minimize the chances of wiping solvent cement from the fitting I during insertion. Fitting Preparation Using a clean, dry rag, wipe loose dirt and moisture from the 10 fitting socket and pipe end. Moisture can slow the cure time and at this stage of assembly, excessive water can reduce joint ' strength. Check the dry fit of the pipe and fitting. The pipe should enter the fitting socket easily 1/4 to 3/4 of the way. At this stage, the pipe should not bottom out in the socket. i Solvent Cement Application Joining surfaces shall be penetrated and softened. Cement shall be applied (worked into pipe) with an applicator half the nominal - — size of the pipe diameter. Apply a heavy, even coat of cement to the outside pipe end. Apply a medium coat to the fitting socket. Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 3 of 9 i I BlazeMasterO Handling & Installation Procedures If insufficient cement is applied, the fitting must be cut out and discarded. Table I: 552 kPa (225 psi) Test Pressure (maximum) Cement in excess of the bead can be wiped off with a rag. Care Ambient Temperature During Cure Period shall be exercised when installing sprinkler heads. Sprinkler head Pipe Size Temperature fittings shall be allowed to cure for a minimum of 30 minutes C°o 49 16°C t > 4.4°C >17.8°C prior to installing the sprinkler head. When installing sprinkler inches I mm (60°F t 1 (> 40°F) (> 0°F) heads, be sure to anchor or hold the pipe drop securely to avoid rotating the pipe in previously cemented connections. Previously 3/4 20 1 hr I 4 hrs 48 hrs cemented fittings shall also be permitted to cure for a minimum 1 25 1-1/2 hrs 4 hrs 48 hrs of 30 minutes. 1-1/4 32 & 40 3 hrs 32 hrs 10 days Warning: Sprinkler heads shall be installed only after all the CPVC 2 50 8 hrs 48 hrs Note 1 pipe and fittings, including the sprinkler head adapters, are solvent welded to the piping and allowed to cure for a minimum 2-1/2 & 3 65 & 80 24 hrs 96 hrs Note 1 of 30 minutes. Sprinkler head fittings should be visually Note: Cure times indicated in Table 1 are to be used for all LPCB inspected and probed with a wooden dowel to ensure that the water way and threads are clear of any excess cement. Once the approved pipe and fitting joints. installation is complete and cured per Table I, II or III, the system shall be hydrostatically tested. Sprinklers shall not be installed in Table If: 1379 kPa (200 psi) Test Pressure (maximum) the fittings prior to the fittings being cemented in place. Ambient Temperature During Cure Period Note: Safety and Health Precautions. Prior to using CPVC solvent Pipe Size Temperature cements, review and follow all precautions found on the container labels, material safety data sheet, and Standard Practice for Safe 16°C to 49°C >4.4°C >17.8°C Handling ASTM F 402. inches + mm ` (60°F to 120°F) (> 40°F) (> 0°F) i 3/4 i 20 45 mins 1-112 hrs 48 hrs Set and Cure Times 1 25 45 mins 1-1/2 hrs 48 hrs Solvent cement set and cure 1 1-1/4 ! 32 & 40 1-1/2 hrs 16 hrs 10 days times are a function of pipe size, 2 50 6 hrs 36 hrs Note 1 temperature, relative humidity, �2-112 &31 65 & 80 I 8 hrs I 72 hrs I Note 1 and tightness of fit. Curing time is faster for drier environments, smaller pipe sizes, higher Table III: 690 kPa (100 psi) Test Pressure (maximum) temperatures and tighter fits. The Ambient Temperature During Cure Period assembly must be allowed to set, without any stress on the joint, for Pipe Size Temperature 1 to 5 minutes, depending on hes mm pipe size and temperature. ; 16°C to 49°C > 4.4°C >17.8°C Following initial set period, the assembly can be handled inc (60°F to 120°F) (> 40°F) (> 0°F) carefully, avoiding significant stresses to the joint. Refer to the 3/4 I 20 15 mins 15 mins 30 mins following tables for minimum cure times prior to pressure testing. 1 If 25 15 mins 30 mins 30 mins 1-1/4 32 & 40 15 mins 30 mins 2 hrs Note: For these sizes, the solvent cement can be applied at temperatures below-17.8°C (O°F), however, the sprinkler system temperature must be raised to a temperature of 0°C (32°F) or above and allowed to cure per the above recommendations prior to pressure testing. Ji Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com , P E X 4of9 BlazeMasterO Handling & Installation Procedures Threaded Connections Flanged Connections IPEX BlazeMaster CPVC female threaded adapters or flanges are Flange Make-Up: Once a flange is joined to pipe, the method for listed for connecting a BlazeMaster fire sprinkler system to other joining two flanges is as follows: materials, valves, and appurtenances. 1. Piping runs joined to the flanges must be installed in a A thread sealant shall be used in making threaded connections. straight line position to the flange to avoid stress at TFE (Teflon®) thread tape is the recommended sealant. Some the flange due to misalignment. Piping must also be thread sealants other than TFE thread tape contain solvents or secured and supported to prevent lateral movement other materials that may be damaging to CPVC. Contact your that can create stress and damage the flange. authorized IPEX BlazeMaster distributor or IPEX Representative for approved thread sealants. Use of thread sealants other than 2. With gasket in place, align the bolt holes of the mating those approved by IPEX will void the warranty on the IPEX flanges by rotating the ring into position. BlazeMaster system. (Consideration should be given to alignment of One- Piece Flange prior to joining with pipe.) Care shall be exercised when transitioning between IPEX BlazeMaster pipe and fittings and metal. Care must be taken to 3. Insert all bolts, washers (two standard flat washers per avoid over-torquing. Refer to section on instructions for torque bolt), and nuts. requirements. 4. Make sure the faces of the mating surfaces are flush The following is the recommended method of installation to against gasket prior to bolting down the flanges. ensure a sound connection. 5. Tighten the nuts by hand until they are snug. Establish a) Begin by applying 2 to 3 wraps of TFE (Teflon®) thread uniform pressure over the flange face by tightening the tape. bolts in 5 ft. lb. (6.8 M Kg) increments according to the sequence shown in Figure 8: Bol Tightening Sequence b) Tighten the sprinkler head into the adapter taking care following a 180' opposing sequence. not to cross-thread the fitting. (Recommended torque 6. Care must be taken to avoid "bending' the flange when values 15-25 ft/Ibs) joining a flange to a "raised face" flange, or a wafer-style c) Two to three turns beyond finger-tight is all that is valve. Do not use bolts to bring together improperly required to make a sound plastic threaded connection. mated flanges. Caution: Over-torquing will damage the flange. Torque given CAUTION: Over-tightening will damage both the pipe and the is for dry, non-lubricated bolt, standard washers, neoprene fitting. 3.18 mm (1/82) thick full face gasket. If lubricant (non- petroleum based) is used, torque levels may vary. Actual field conditions may require a variation in these recommendations. Recommended Bolt Torque Figure 8: Flange Size Bolt Diameter Torque ) Bolt Tightening - - Sequence i inches mm inches mm ft Ibs M Kg 3/4 - 1-112 19.05 - 38.10 1/2 112.70 10 - 15127.1 13.6 - 20.3I 2 - 3 1 50.80 - 76.20 5/8 15.88 20 -30 - 40.7' Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com P E X i it BlazeMasterO Handling & Installation Procedures Grooved Coupling Adapters Penetrating Fire Rated Walls and Partitions The following procedures are recommended for proper assembly of Before penetrating fire rated walls and partitions, consult building the Grooved Coupling Adapter. READ THESE INSTRUCTIONS codes and authorities having jurisdiction in your area. Several CAREFULLY BEFORE BEGINNING INSTALLATION. classified through-penetration firestop systems are approved for use with CPVC pipe. Consult IPEX representative for further information. 1. Inspect the fittings and pipe to insure that they are Warning: Some firestop sealants or wrap strips contain solvents or sufficiently free from indentations, projections or roll-marks plasticizers that may be damaging to CPVC. Always consult the on the gasket seating areas of the fitting and pipe. The pipe manufacturer of the firestop material for compatibility with IPEX should be squarely cut with any loose scale, paint and/or BlazeMaster CPVC pipe and fittings. dirt must be removed from the groove and seating surface. Use a standard grade E*, EPDM compound that is suitable for wet fire sprinkler service. A flexible coupling shall be Earthquake Bracing used with grooved coupling adapters. Caution: Use of rigid Since IPEX BlazeMaster CPVC pipe is more ductile than metallic style couplings may damage the grooved coupling adapter. sprinkler pipe, it has a greater capacity to withstand earthquake Consult the coupling manufacturer for proper selection. damage. In areas subject to earthquakes, BlazeMaster fire sprinkler systems shall be designed and braced in accordance *See manufacturer for temperature ratings. with local codes or NFPA 13, Section 6-4 (1999 Edition). 2. Make sure the gasket is clean and free of any cracks, cuts When it is required to earthquake brace BlazeMaster piping, it is or other defects which may cause leaks. Lubricate the important to use fittings, fasteners or clamps that do not have gasket with a vegetable soap-based gasket lubricant. sharp edges or apply excessive compressive forces sufficient to Caution: Use of petroleum based lubricants will damage distort the pipe. the gasket and adapter resulting in stress failure of the CPVC adapter. A gasket/joint lubricant is recommended to prevent pinching the gasket and to assist in seating the Pressure Testing gasket during the alignment process. Apply the appropriate Once an installation is completed and cured, per the previous lubricant to the gasket lips and exterior surface of the recommendations, the system should be hydrostatically (water) gasket. pressure tested at 1379 kPa (200 psi), Table II, for 2 hours (or at 345 kPa (50 psi) in excess of the maximum pressure, Table I, 3. Place the gasket over the metal pipe ends, being sure when the maximum pressure to be maintained in the system is in gasket lip does not overhang the pipe end. Insert the CPVC excess of 1034 kPa (150 psi) in accordance with the requirements grooved coupling adapter into the gasket. Make sure that established by NFPA Standard 13, Section 10-2.2.1 (1999 the gasket is centered between the two grooves. No portion Edition). Sprinkler systems in one-and two-family dwellings and of the gasket should extend into the grooves. Caution: mobile homes may be tested at line pressure, Table III in Make sure the gasket is not pinched between the pipe and accordance with the requirements established by NFPA 13D, the fitting. Section 1-5.4 (1999 Edition). When pressure testing, the sprinkler 4. Place the metal housing over the gasket, making sure system shall be slowly filled with water and the air bled from the the metal housing key is into the grooves on the metal pipe highest and farthest sprinkler heads before pressure testing is and the CPVC coupling adapter. Insert the bolts and tighten applied. Air must be removed from piping systems (plastic or by hand. Tighten the bolts alternately and equally until the metal) to prevent it from being locked in the system when pressure bolt pads are touching metal-to-metal. In completing a is applied. Entrapped air can generate excessive surge pressures proper joint, the gasket is also slightly compressed, adding that are potentially damaging, regardless of the piping materials to the strength of the seal from the gasket's durometer. used. Air or compressed gas should never be used for pressure testing. If a leak is found, the fitting must be cut out and 5. Inspect the joints before and after pressure testing. Look for discarded. A new section can be installed using couplings or a gaps between the bolt pads and for housing keys that are union. Unions should be used in accessible areas only. not inside the grooves. AL Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com , P J 6of9 i BlazeMasterO Specifications Scope Material This specification sheet covers IPEX Inc. requirements for for 3/4" BlazeMaster CPVC SDR 13.5 Pipe are made from Lubrizol Inc. through 3" (20 mm — 75 mm) BlazeMaster CPVC SDR 13.5 Pipe Chlorinated Polyvinyl Chloride (CPVC) raw material having a cell for wet pipe automatic sprinkler systems, having a rated working class of 23447 as dcfincd in ASTM Standard D 1784 "Standard pressure of 175 psi (1205 kPa) at 1507 (66°C) or 315 psi Specification for Rigid Polyvinyl Chloride (PVC)and Chlorinated (2172 kPa) at 73°F (22°C) and BlazeMaster CPVC Schedule 80 Polyvinyl Chloride (CPVC) Compounds". The compound is listed Fittings. The fittings, for wet pipe automatic sprinkler systems, with NSF for potable water service. having a rated working pressure of 175 psi (1205 kPa) at 150°F (66°C) or 315 psi (2172 kPa) Q 737 (22°C). These products The material has been tested in accordance with CAN/ULC meet or exceed performance standards set by the American Standard S102.2M88 "Standard Method of Test for Surface National Standards Institute (ANSI), the American Society for Burning Characteristics of Flooring, Floor Covering, and Testing and Materials (ASTM), Factory Mutual Research (FM), Miscellaneous Materials and Assemblies"with the following National Fire Protection Agency (NFPA), NSF International (NSF), results: Flame Spread 5/ Smoke Development 5-15. Underwriters Laboratories Inc., and Underwriters' Laboratories of BlazeMaster Schedule 80 Fittings are made from Lubrizol Inc. Canada (ULC). Chlorinated Polyvinyl Chloride (CPVC) raw material having a cell Underwriters' Laboratories of Canada lists BlazeMaster CPVC class of 23447 as defined in ASTM Standard D 1784 "Standard Schedule 80 Fittings and BlazeMaster CPVC SDR 13.5 Pipe for Specification for Rigid Polyvinyl Chloride (PVC) and Chlorinated use in the following applications; Residential occupancies as Polyvinyl Chloride (CPVC) Compounds". The compound is listed defined in the Standard for Sprinkler Systems in One and Two- with NSF for potable water service. Family Dwellings, NFPA 13D. Multiple residential as defined in NFPA 13R. Marking BlazeMaster Schedule 80 Fittings and BlazeMaster CPVC SDR Light-hazard occupancies as defined in the Standard for 13.5 Pipe are made from Lubrizol Inc. Chlorinated Polyvinyl Installation of Sprinkler Systems, NFPA 13. BlazeMaster CPVC Chloride (CPVC) raw material having a cell class of 23447 as Schedule 80 Fittings and BlazeMaster CPVC SDR 13.5 Pipe can defined in ASTM Standard D 1784 "Standard Specification for be used for both concealed and exposed installations. Refer to Rigid Polyvinyl Chloride (PVC)and Chlorinated Polyvinyl Chloride Ipex literature for any limitations. (CPVC) Compounds". The compound is listed with NSF for potable water service. Dimensions IPEX BlazeMaster pipe is produced in SDR 13.5 dimensions to the specifications of ASTM F442. Fittings are produced to ASTM F437, F438 pr F439 specifications depending on the size and configuration. AL Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 1 P E X 7of9 I BlazeMasterO Notes ��i Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.lpexamerica.com 1 P E X 8 of 9 i I i ' _ . _ .. BlazeMasterO About IPEX About the IPEX Group of Companies As leading suppliers of thermoplastic piping systems, the IPEX Group of Companies provides our customers with some of the world's largest and most comprehensive product lines. All IPEX products are backed by more than 50 years of experience. With state-of-the-art manufacturing facilities and distribution centers across North America, we have established a reputation for product innovation, quality, end-user focus and performance. Markets served by IPEX group products are: • Electrical systems • Telecommunications and utility piping systems • PVC, CPVC, PP, ABS, PEX, FR-PVDF and PE pipe and fittings (1/4" to 48") • Industrial process piping systems • Municipal pressure and gravity piping systems • Plumbing and mechanical piping systems • PE Electrofusion systems for gas and water • Industrial, plumbing and electrical cements • Irrigation systems Products are manufactured by IPEX Inc. and distributed in the United States by IPEX USA LLC. PlumbBetter® is a trademark of IPEX Branding Inc. This literature is published in good faith and is believed to be reliable. However, it does not represent and/or warrant in any manner the information and suggestions contained in this brochure. Data presented is the result of laboratory tests and field experience. A policy of ongoing product improvement is maintained. This may result in modifications of features and/or specifications without notice. I/1�11 Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 1 P E X 0 2008 IPEX DA-BLAZEMASTERI 9 of 9 i tIIC0 Fire & Building Products rapid response"" HOME FIRE SPRINKLER SYSTEM Technical Services:Tel: (800)381-9312/Fax: (800)791-5500 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Technical Tyco® CPVC Pipe and Fittings pro- Data - duced by Tyco Fire & Building Prod- ucts (TFBP) are designed exclusively Sizes for use in wet pipe automatic fire sprin- 3/4"to 3" kler systems. The Tyco CPVC Pipe Maximum Working Pressure ?► and Fittings are produced from Blaze- 175 psi MasterO CPVC compound that is a specially developed thermoplastic Approvals > compound composed of post chlorin- UL, FM, C-UL, NSF, LPCB, MEA, and ated polyvinyl chloride (CPVC) resin the City of Los Angeles. (Refer to (n- and state of the art additives. Tyco stallation Handbook IH-1900 dated CPVC Pipe and Fittings are easier to June 2008 for exact listing/approval install than traditional steel pipe sys- information.) tems, and at the same time, provide Manufacture Source superior heat resistance and strength U.S.A. as compared to traditional CPVC and PVC piping materials used in the Material plumbing trade. Various adapters are . Pipe: ASTM F442, SDR 13.5 available to connect CPVC pipe to me- tallic piping. All female pipe thread • Fittings: ASTM F438 (Sch. 40) and adapters have brass inserts for dura- ASTM F439(Sch.80),ASTM F1970 bility. Grooved adapters connect di- Color rectly to grooved end valves and me- Orange tallic pipe, with flexible grooved end couplings. Tyco® CPVC Pipe and Fittings pro- duced with B/azeMaster®CPVC com- pound described herein must be in- stalled and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards ofany authorities having jurisdiction. Failure to do so may im- pair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. BlazeMastefO is a registered trademark of The Lubrizol Corporation Page 1 of 2 JUNE, 2008 TFP1915 ,. - M I Page 2 of 2 TFP1915 Installation Limited Tyco@ CPVC Pipe and Fittings pro- Warranty duced by Tyco Fire & Building Prod- ucts (TFBP) are to be installed in Products manufactured by Tyco Fire& accordance with Installation Hand- Building Products (TFBP) are war- book IH-1900 dated June 2008. ranted solely to the original Buyer for ten(10)years against defects in mate- Care and rial and workmanship when paid for and properly installed and maintained Maintenance under normal use and service. This warranty will expire ten (10) ycare from date of shipment by TFBP. No The owner is responsible for the in- warranty is given for products or com- spection, testing, and maintenance of ponents manufactured by companies their fire protection system and de- not affiliated by ownership with TFBP vices in compliance with this docu- or for products and components which ment, as well as with the applicable have been subject to misuse,improper standards of the National Fire Protec- installation, corrosion, or which have tion Association (e.g., NFPA 25), in not been installed, maintained, modi- addition to the standards of any fied or repaired in accordance with ap- authority having jurisdiction. The in- plicable Standards of the National Fire stalling contractor or product manufac- Protection Association, and/or the turer should be contacted relative to standards of any other Authorities any questions. Having Jurisdiction. Materials found Automatic sprinkler systems should be by TFBP to be defective shall be either inspected,tested,and maintained by a repaired or replaced, at TFBP's sole qualified Inspection Service in accord- option. TFBP neither assumes, nor ance with local requirements and/or authorizes any person to assume for it, national codes. any other obligation in connection with the sale of products or parts of prod- ucts.TFBP shall not be responsible for sprinkler system design errors or inac- Before closing a fire protection system curate or incomplete information sup- control valve for inspection ormainte- Plied by Buyer or Buyer's repre- nance work on the fire protection sys- sentatives. tem that it controls,permission to shut In no event shall TFBP be liable, in down the affected fire protection sys- contract, tort, strict liability or under tem must first be obtained from the any other legal theory, for incidental, proper authorities and all personnel indirect,special or consequential dam- who may be affected by this action ages, including but not limited to labor must be notified. charges, regardless of whether TFBP was informed about the possibility of After placing a fire protection system such damages, and in no event shall in service, notify the proper authorities TFBP's liability exceed an amount and advise those responsible for moni- equal to the sales price. toring proprietary and/or central sta- The foregoes warranty is made in lieu tion alarms. of any and all other warranties x- Qress or implied, including warranties of merchantability and fitness for a par_ ocular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law.The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. ©2008 TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue, Lansdale, Pennsylvania 19446 g§'o P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 514 CPVC - COPPER #905 #906 STEEL OFFSET HANGER t nou— a.ao SIZE-SYSTEM PIPE: 3/4"thru 2" MATERIAL-Carbon Steel. FINISH-Mil. Galvanized. LISTING/APPROVAL- :Hanger/Restrainer `(E)us 203-EX 4231,EX 2551 PATENT-No. 6,648,278. FUNCTION- Support horizontal piping: CPVC,Copper or Steel. Provides listed vertical/horizontal restraint and prevents upward movement of pipe fi•om pendent sprinkler discharge. Stabilize vertical piping. Hanger/ INSTALLATION- Per these instructions Restrainer Stabilize including NFPA 13, 13R, 13D and CPVC manufacturers instructions. Install on horizontal or vertical mounting surface. Snap over pipe then squeeze strap back allowing pipe to slide freely. When #905 threads are exposed in wood,install#906 backing nut. FASTENERS-UL Listed per NFPA 13 WOOD- CPVC pipe-#905 screw-no pre-drill. Copper and Steel pipe-#14 SMS or 1/4"xl 1/2"lag screw- no pre-drill.. Thru 5/8" gypsum board- 1/4"x 2" lag screw. STEEL-min. 18 GA.-CPVC, Copper and Steel pipe- 1/4" or#14 Tek Screw. CONCRETE: Required minimum load each fastener= 5(wr)+2501bs. FEATURES * 1 1/2"Offset-loose fit allows pipe to slide. Common center-line for 3/4" and 1". * Offset edge eliminates abrasion. *AFCONN''#905 screw included-5/16" hex head. ORDERING-Part#and pipe size. AFCON#906 backing nut sold separately. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCO%N'products including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. 13e advised the following warranty restriction will apply. "ISCLAINIER-AFCON will NOT wanant against the fat l tire of its products when used in combination with other products,putts or systems not manufactured or sold by AFCON.AFCON shall NOT he liable under any eircunstances whatsoever for any direct or indirect,incidental or consequenlial damages of any kind,including but not limited to loss ofliusiness or profit.when n m-AFCONproducls have been,or are used. I1/13 7� �-•1 CROKE (,,FIRE DIVT, INLET CONN, EXPOSEAYPE SINGLE CLAPPER TWO-WAY INLETS 4x21/2x21/2 An exposed auxiliary inlet connection with 500 G.P.M. inlet capacity to supplement fire protection water supply. Exposed design provides an economical method of satisfying Fire Dept. inlet requirements. STANDARD EQUIPMENT: Cast brass two-way inlet body only with single swing clapper and pin lug swivel back or angle Figure No. 6405 outlet connection as selected by figure number. 6405 Back Outlet SPECIFY THREAD. BRANDING: "Auto Spkr." FINISH: Cast Brass *U/L LISTED OPTIONAL FINISHES: PB - Polished Brass RC - Rough Chrome Plated PC - Polished Chrome Plated E � Outlet Dimensions 'T Model Style A B C k. 6405 Back 51/4 8 5/64 61/2 _ 6407 Angle 6 5/16 7 11/16 4 3/4 = Figure No. 6407 6407 Angle Outlet DOUBLE CLAPPER TWO-WAY INLETS 1 An exposed auxiliary inlet connection with 500 G.P.M. Inlet 1 r� p capacity to supplement fire protection water supply. Exposed A design provides an economical method of satisfying Fire Department Inlet requirements. STANDARD EQUIPMENT: Cast brass two-way inlet body only,, with Bauble drop clappers and pin lug swivels; back or angle e Figure No. 6410-6415 outlet connection as selected by figure number. Branding 6410 Back Outlet as selected. SPECIFY THREAD AND BRANDING. BRANDING:"Standpipe", "Auto Spkr." t p E i FINISH: Cast Brass OPTIONAL FINISHES: PB- Polished Brass RC - Rough Chrome Plated PC- Polished Chrome Plated I c Figure No. 6420-6425 6420 Angle Outlet *U/L LISTED NY BSA-MEA APPROVED Outlet Style Dimensions Back Angle Size A B C D E *6410 4 X 2 1/2 X 2 1/2 9 5/8 12 1/4 6420 4 X 2 1/2 X 2 1/2 11 3/4 9 5/8 7 1/4 6412 6 X 2 1/2 X 2 1/2 10 1/4 11 3/4 6422 6 X 2 1/2 X 2 1/2 12 1/2 10 1/8 7112 6413 4 X 3 X 3 10 12 1/2 6423 4 X 3 X 3 12 112 10 1/8 7 1/2 6414 5 X 3 X 3 10 1/8 12 1/2 6424 5 X 3 X 3 12 1/4 10 1/2 7 1/2 6415 6 X 3 X 3 10 3/8 12 1/2 6425 1 6 X 3 X 3 1 1 1 12 1/4 1 10 7/8 Page 6-15 (E) POTTER BELLS The Symbol of Protection PBA-AC & MBA-DC UL,ULC,and FM Approved Sizes Available: 6"(150mm),8"(200mm)and 10"(250mm) Voltages Available: 24VAC 120VAC 12VDC(10.2 to 15.6)Polarized 24VDC(20.4 to 31.2)Polarized Service Use: Fire Alarnl Gonf-ral Signaling Burglar Alarm Environment: Indoor or outdoor use(See Note 1) -400 to 15WF(-400 to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC:Bells-4 No. 18 AWG stranded wires p� UCC O DC Bells-Terminal strip * Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox These vibrating type bells are designed for use as fire,burglar or general Notes: signaling devices. They have low power consumption and high decibel 1. Minimum dB ratings are calculated from integrated sound pressure ratings.The unit mounts on a standard 4"(101 mm)square electrical box measurements made at Underwriters Laboratories as specified in UL for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 Standard 464. UL temperature ranee is-30'to 150°F(-34°to 66°C). deep weatherproof backbox for outdoor applications. Weatherproof 2. Typical dB ratings are calculated from measurements made with a backbox model BBK-1,Stock No. 1500001. conventional sound level meter and are indicative of output levels in an actual installation. 3. ULC only applies to MBA DC bells. Size inches Voltage Model Stock Current Typical dB at Minimum dB at (mm) Number Number (Max.) 10 ft.(3m)(2) 10 ft.(3m)(1) 6(150) 12VDC MBA-6-12 1750070 .12A 85 76 8(200) 12VDC MBA-8-12 1750080 .12A 90 77 10(250) 12VDC MBA-10-12 1750060 .12A 92 78 6(150) 24VDC MBA-6-24 1750100 .06A 87 77 8(200) 24VDC MBA-8-24 1750110 .06A 91 79 10(250) 24VDC MBA-10-24 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8(200) 24VAC PBA248 1808024* .17A 94 77 10(250) 24VAC PBA2410 1810024* .17A 94 78 6(150) 120VAC PBA1206 1806120* .05A 92 83 8(200) 120VAC PBA1208 1808120* .05A 99 84 10(250) 120VAC PBA12010 1810120* 1 05A 99 86 All DC bells are polarized and have built-in transient protection. Does not have ULC listing. In outdoor or wet installations,bell must be mounted with weatherproof backbox,BBK-1 or BBX-1.Standard electrical boxes will not provide a weatherproof enclosure.If the bell and/or assembly is exposed to moisture,it may fail or create an electrical hazard. Potter Electric Signal Company, LLC • St. Louis, MO, Phone: 866-572-3005/Canada 888-882-1833 • www.pottersigna1.com PRINTED IN USA MFG.05400776-REV Y-I PAGE 1 OF 2 01/13 1 � r (E) POTTER BELLS The Symbol of Protection PBA-AC & MBA-DC Bells Dimensions Inches(mm) Wiring(rear view) Fig. l Fig.3 A.C.BELLS WHITFIItiI N'MTF_(OUT) 10" 8" r-121_ (250) ° FROM CONTROL (1-00) 6" I I PANFLOR (150) PRECEDINGDELL I I BLACK IINj BSLACK I(HT1 CAUTION: W HLN FLECTRICAL SUPERV ISION IS REQUIRED L'SL 1N AN D OLIT LEADS AS SHOW\. 2 11116' (68) DWG`?i4-I NOTES: I.WHEN USING AC nLLLS."E11M IN ATE;EACI I EXTRA WIRE:SEPARATELY AITFR LAST BELL. 2,UND-OF-LfNE RESISTOR 1S NOT REQUIRED ON AC BELLS Weatherproof Backbox Dimensions Inches(mm) Fig.2 FA Box has one threaded lit"conduit entrance 5 3/4" O _ 3 3./8'. 5" ' TO Next (146) (86) (127) _ Device or End-of-Line 1 Resistor 3 3 4 1/4' (1oR) Installation DN'G0 7?6-2 1. The bell shall be installed in accordance with NFPA 13;72,or local AHJ.The top of the device shall be no less than 90"AFF and not less than 6"below the ceiling. 0 2. Remove the gong. 3. Connect wiring(see Fig.3). a= , 4. Mount be]l mechanism to Backbox(bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong(be sure that the gong positioning pin,in the mechanism housing,is in the hole in the gong). \ 6. Test all bells for proper operation and observe that they can BBx-1 be heard where required(bells must be heard in all areas as designated by the authority having jurisdiction). WARNING _- Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG.45400776-REV Y-1 PAGE 2 OF 2 01/13 1 � �. i ,� !r. I afiTZ • • • • i=�-Nona=, Not less than 2"nominal width Product Features (1-1/2")up to 3-1/2'pipe;not less[hen 3"(2-112")nominal width 4"&5"pipe •No pre-drilling required. ♦� Floor Jois� Minimum 2-112"from bottom for •Quick to install using the Sammy branch fines,Minanwn T Irom Nut Driver with an 18V cordless bottom for main lines.Exception:This drillldriver. requirement shall not apply to 2°or Thicker nailing strips resting on lop of steel beams. 'Saves time from traditional methods. •Reduces installation cost. •Made in the U.S.A. r. Approvals Rod Part Model Screw Ultimate UL Test Box Case Size Number Descriptions Pullout(lbs) Load(lbs) Qty City 1/4' 8018957 SWG 100 1/4 x 1' 622(Fir) 25 125 114" 8019957 SWG 200 114 x 2' 1725(Fir) 25 125 3/8' 8020957 SWG 10 114 x 1' 622(Fr) 300 25 125 .0- 3/8" 8021957 SWG 20 1/4 x 2' 1725(Fir) 1050 25 125 aL 3W 8073925 SWG 20-SS 1/4 x 2' 1725(Fir) 850 25 125 #14 SW Red Q- 3/8" 8022925 SWG 25.380 318 x 2-112" 2249(Fir) 1500 25 125 Nut Driver L3/8' B023925 SWG 30 114 x 3' 1884 (Fit) 25 125 Part#8114910 HORIZONTAL 1.Insert the appropriate nut driver into a 3/8"or 1/2"portable drill. 1.Insert the appropriate nut driver into a 3/8"or 112"portable drill. 2.Insert the SAMMYS into the#14(black)nut driver(p/n 8113910).Drill 2.Insert the SAMMYS into the#14SW(red)nut driver(p/n 8114910). With drill should be in a vertical position. unit in a horizontal position and at a right angle to the structural member, begin installation. 3.Push the face of the nut driver tight to the member.When the nut driver spins freely on the SAMMYS,stop drill and remove. 3.When the nut driver spins free on the SAMMYS,stop the drill and remove. 4.The SAMMYS is now ready to receive 114",318",112"or metric all thread rod,bolt stock.(The 112"requires the#14SW red nut driver) 4.The unit is now ready to receive 114°318"or metric all thread rod or bolt stock. Note:When installing DSTR,follow the above instructions, then add retainer nut and torque to 20 foot lbs.for maximum Note:When installing SWDR,follow the above instructions,then add retainer nut pullout in purlin steel. and torque to 20 foot lbs.for maximum pullout in purlin steel. i i•r.�i1 .ke''0t, .u�. , SPECIAL NUT DRIVER SYSTEM:The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.When the face of the driver comes into contact with the material you are installing into,continue drilling until nut driver spins free.Installation is then complete.Warranty requires the use of the appropriate nut driver for installations. ill C 1 �. ► � 1' P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER 1 thru 4 inch pipe 112&3/4 inch pipe LISTED FOR STEEL/CPVC 5 thru 0 inch pipe NFPA 13 uL 1 WT 5 WL-250 TEST PIPE ROD LOAD 1 3/8 30.75 403.75 750 1114 318 43.95 469.75 750 1112 3/8 54.15 520.75 750 SIZE-ROD-3/8" or 1/2" 2 s s 1 76.95 634.75 750 SIZE-SYSTEM PIPE- 1/2" thru 8" 21/2 318 118.35 841.75 850 MATERIAL-Carbon Steel,Mil. Galvanized to G-90 spec. 3 3/8 162.30 1061.50 1050 LISTING/APPROVAL- 4 316 246.00 1480100 1500 5 V2 349-45 1996.75 2000 tamU5203-EX 2551 111-8 6 V2 476.35 2631.75 2650 0 Approval guide-1"-81' 1 s 1 112 711.00 1 3605.00 aD56 OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H-171 E,Type 10. Manufacturers Standardization Society ANSI/MSS-SP-58 Type 10. MAXIMUM TEMPERATURE-650T. FUNCTION -Pipe hanger component of an AFCON hanger. To support steel,CPVC or copper pipe. INSTALLATION-Per NF..PA 13, 13R, 13D,these instructions and PIPE A B the CPVC or copper pipe manufacturers instructions. 8793 25211 FEATURES- 11/4 2.1362 27950 * Sized and listed exclusively for use with#310 Surge Restrainer, TT 11,2 22673 29940 s 2 22673 29140 * Band edge is offset for EASY pipe insertion. 2112 34920 41156 * Custom fit swivel nut for better retention in ring. 3 37646 44311 ORDERING-Part#,pipe size. + 4 �1112 49992 6 68180 3 8 3296 11/09 IV V -- 1 tq '® Worldwide Fire Protection Contacts www.tyco-fire.com Products Model CV-1F Grooved End Swing Check Valves 2 thru 12 Inch (DN50 thru DN300) General Never remove any piping component nor correct or modify any piping defi- Description ciencies without first de-pressurizing and draining the system. Failure to do The TYCO Model CV-1 F Grooved End so may result in serious personal injury, Swing Check Valves are compact and property damage, and/or impaired rugged swing-type units that allow device performance. water flow in one direction and prevent The owner is responsible for maintain- ¢ flow in the opposite direction.A resilient ing their fire protection system and elastomer seal facing on the spring- devices in proper operating condi- loaded clapper ensures a leak-tight seal tion. Contact the installing contrac- and non-sticking operation.The Model for or product manufacturer with any CV-1 F Check Valves are designed to questions. minimize water hammer caused by flow reversal. Technical The Model CV-1F Grooved End Swing C Check Valves are furnished with Data V grooved ends and can be installed using GRINNELLGrooved Couplings or Approvals FM GRINNELL Figure 71 Flange Adapters. UL and C-UL Listed The Model CV-1 F Check Valves have FM Approved APPROVED been designed with a removable cover for ease of field maintenance. These Sizes For Fire Protection pressure rating,listing valves can be installed horizontal) 2 thru 12 Inch D thru N50 th DN300 and approval information,contact y(with ru nc ( ) your Tyco Representative. cover in the upward position)or verti- cally Maximum Working Pressure Lionwith the flow in the upward direc- 300 psi (20,7 bar) 9 Installation tion(Ref. Figure 4). A Maintenance Check Valve Kit Valve Assembly Finish The Model CV-1F Grooved End Swing (TFP1555) is available to allow the Red, non-lead paint Check Valves are to be installed in maintenance procedure of back- accordance with this section: flushing through the fire department Step 1. The arrow cast on the body connection without removing the Model must point in the direction of the flow. CV-1 F Grooved End Swing Check Valve from the pipe line. Step 2. Valves installed vertically The Model CV-1 F Grooved End Swing must be positioned with the flow in the Check Valves are a redesign for the upward direction. Central Figure 590F and GRINNELL Step 3. Valves installed horizontal- Figure 590F. ly must be positioned with the cover facing up(Ref. Figure 4). Step 4. Grooved end pipe couplings The TYCO Model CV-1F Grooved End used with the Model CV-1 F Grooved Swing Check Valves described herein End Swing Check Valves must be must be installed and maintained in installed in accordance with manufac- compliance with this document and turer's instructions. with the applicable standards of the Note: Valves should be installed a National Fire Protection Association reasonable distance downstream from (NFPA), in addition to the standards of any authorities having jurisdiction. pumps, elbows, expanders, reducers, Failure to do so may impair the perfor- valve other similar devices to extend the valve life. Standard piping practices call mance of these devices. for a minimum of five(5)times the pipe diameter for general use. Page 1 of 4 SEPTEMBER 2014 TFP1550 _ _ ' �I TFP1550 Page 2 of 4 B A C O 7♦ OID. I D f - I 1/2" — NPT 1/2" NPT LE F —� Nominal Dimensions Nominal Pipe Size Inches Cover Approx. (mm) Bolt Torq., Weight, ANSI O.D. Lbs.-ft. Lbs. Inches Inches A B C D E F i (Nm) (kg) (DN) (mm) 2 2.375 6.75 1.96 1.96 2.57 3.25 4.75 1.62 18 9.0 (50) (60,3) (171,5) (49,8) (49,8) (65,3) (82,3) (120,7) (41,5) (25) (4,5) 2-1/2 2.875 8.00 5.38 2.63 3.09 3.87 5.87 1.63 39 10.0 (65) (73,0) (203,2) (136,7) (66,7) (78,5) (98,3) (149,1) (41,7) (54) (4,5) 76,1 - 8.00 5.38 2.63 3.09 3.87 5.87 1.63 39 10.0 (65) (76,1) (203,2) (136,7) (66,7) (78,5) (98,3) (149,1) (41,7) (54) (4,5) 3 3.500 8.37 5.72 2.81 3.31 3.87 5.87 1.63 39 11.0 (80) (88,9) (212,6) (145,3) (71,4) (84,1) (98,3) (149,1) (41,7) (54) (5,0) 4 4.500 9.63 6.68 3.80 3.63 4.53 7.13 1.84 50 25.0 (100) (114,3) (244,6) (169,7) (96,5) (92,2) (115,4) (181,1) (46,7) (69) (11,3) 139,7 - 10.50 7.40 4.46 4.13 4.90 7.50 1.75 39 29.0 (125) (139,7) (266,7) (188,0) (113,3) (104,9) (124,5) (190,5) (44,5) (54) (13,2) 5 5.563 10.50 7.40 4.46 4.13 4.90 7.50 1.75 39 29.0 (125) (141,3) (266,7) (188,0) (113,3) (104,9) (124,5) (190,5) (44,5) (54) (13,2) 165,1 - 11.50 8.00 4.62 4.50 5.00 7.60 1.85 60 47.0 (150) (165,1) (292,1) (203,2) (117,3) (114,3) (127,0) (193,0) (47,0) (82) (21,3) 6 6.625 11.50 8.00 4.62 4.50 5.00 7.60 1.85 60 47.0 (150) (168,3) (292,1) (203,2) (117,3) (114,3) (127,0) (193,0) (47,0) (82) (21,3) 8 8.625 14.00 10.14 6.67 5.52 5.46 8.46 2.13 120 66.0 (200) (219,1) (355,6) (257,8) (169,4) (140,2) (138,7) (214,9) (54,1) (164) (29,9) 10 10.750 18.00 12.38 8.62 6.41 7.50 10.50 3.00 130 109.7 (250) (273,1) (457,2) (314,5) (218,9) (162,8) (190,5) (266,7) (76,2) (178) (49,4) 12 12.750 21.00 14.28 9.93 7.27 7.62 10.62 2,75 130 151.0 (300) (323,9) (533,4) (362,7) (252,2) (184,7) (193,5) (269,7) (69,9) (178) (68,0) FIGURE 1 MODEL CV-1F CHECK VALVES NOMINAL DIMENSIONS i I TFP1550 Page 3 of 4 8 8 4,16 18 17 9 _ 5 2 SEE 2 \ 7 9 3 VIEW A 2' -8" 2 10"-12" 7 5 (DN50-DN200) (DN250-DN300) VIEW A 13 5 13 SEE 11,16 DETAIL B 11 14,16 J 19 6 2"-8" 5 10"-12" 6 1 15 (DN50-DN200) (DN250-DN300) DETAIL B Detail Part Material Qty. Detail Part Material Qty. Detail Part Material Qty. 1 Body Ductile Iron 1 6 Clapper EPDM 1 14 Locknut Stainless 1 Facing Grade"E" Steel 2 Cover Ductile Iron 1 7 Spring Stainless 1 15 Plug Cast Iron 2 Steel 1/2--14 NPT 3 Cover Nitrile Rubber 1 8 Hinge Stainless 1 16 Adhesive Thread AR Gasket Shaft Steel Sealer Hex Cap Steel, Retaining Stainless 4 Screw Zinc Plated AR 9 Ring Steel AR 17 Nameplate Aluminum 1 Clapper Stainless Retention Stainless 2"-8" 11 Bolt Steel 1 18 Rivet Steel 2 Steel 5 DN50-200) 1 Clapper Retaining Stainless Stainless 10--12- Ductile Iron 13 Disc Steel 1 19 Spacer Steel 1 (DN250-300) FIGURE 2 MODEL CV-1F CHECK VALVES ASSEMBLY FLOW RATE IN LITRES PER MINUTE(LPM) (1 GPM=3,785 LPM) 500 700 1000 2000 3000 5000 7000 10000 20000 30000 50000 11 5.0 0,30 4.0 EEO , <o a2 3.0 ;Ur O $ 0.20 m 2 o z 2 A 2V? e2 ^�h a 2 ,� Ir ¢ ¢ 2.0 ry 2V Z O`er Ji o� r Lo cc 010 a m 11 i �V� 0.09 U CD < I Hill yl 1 111,11 V'Z 0.08 Irv> Z Cl)c 1.0 I 2 V� 0.07 ao ZD 0.9 ~� �? 0,06 z� a 0.8 Z 0.7 ' -0,05 z0 0.6 0,04 0.5 EE E &Z.. 100 200 300 400 600 1000 2000 3000 4000 6000 10000 15000 FLOW RATE IN GALLONS PER MINUTE(GPM) FIGURE 3 MODEL CV-IF CHECK VALVES PRESSURE LOSS DATA I I I TFP1550 Page 4of4 OUTLET COVER FLOW COVER O INLET O OUTLET 0 INLET FLOW VERTICAL ORIENTATION HORIZONTAL ORIENTATION FIGURE 4 MODEL CV-1F CHECK VALVES INSTALLATION Care and Limited Maintenance Warranty The TYCO Model CV-1 F Grooved End For warranty terms and conditions,visit Swing Check Valves must be main- www.tyco-fire.com. tained and serviced in accordance with this section. ordering Before closing a fire protection system main control valve for maintenance procedure work on the fire protection system that it controls, obtain permission to Contact your local distributor for avail- shut down the affected fire protection ability.When placing an order, indicate system from the proper authorities and the full product name and Part Number notify all personnel who may be affect- (P/N). ed by this decision. After placing a fire protection system Model CV-1F Check Valves Specify: size (specify) and P/N (spec- in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station 2 Inch(DN50).............P/N 59-590-0-020 alarms. 2-1/2 Inch(DN65)..........P/N 59-590-0-025 The owner is responsible for the 76,1 mm(DN65)...........P/N 59-590-0-076 inspection,testing,and maintenance of 3 Inch(DN80).............P/N 59-590-0-030 their fire protection system and devices 4 Inch(DN100)............P/N 59-590-0-040 in compliance with this document, as 5 Inch(DN125)............P/N 59-590-0-050 well as with the applicable standards of 139,7 mm(DN125).........P/N 59-590-0-139 the National Fire Protection Association 6 Inch(DN150)............P/N 59-590-0-060 (e.g., NFPA 25), in addition to the stan- 16511 mm(DN150) .........P/N 59-590-0-165 dards of any authority having jurisdic- tion.Contact the installing contractor or a Inch(DN200)............P/N 59-590-0-080 product manufacturer with any ques- 10 Inch(DN250)...........P/N 59-590-0-100 tions.Any impairments must be imme- 12 Inch(DN300)...........P/N 59-590-0-120 diately corrected. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2014 Tyco Fire Products, LP. All rights reserved. tilca Fin Protection Products tqa Worldwide www.tyco-fire.com Protection Contacts Products Model BFV-N Butterfly Valve Grooved End 2-112 to 10 Inch (DN65 to DN250) General Technical Description Data _ The Model BFV-N Grooved End But- Approvals terfly Valves(Ref. Figure 1) are indicat- UL and C-UL Listed - ing type valves designed for use in fire FM Approved protection systems where a visual in- dication is required as to whether the Listed by California State Fire Marshall valve is open or closed.They are used, under Listing No.7770-1670:100 for example, as system, sectional, and All laboratory listings and approvals are ~ pump water control valves. They have for indoor and outdoor use. cut groove inlet and outlet connections that are suitable for use with grooved Maximum Working Pressure end pipe couplings that are listed and • 2-1/2 to 8 Inch(DN65 to DN200) approved for fire protection systems. 300 psi(20,7)bar For applications requiring supervision • 10 Inch(DN250) of the open position of the valve, the 175 psi(12,0 bar) Gear Operators for the Model BFV-N Materials of Construction Butterfly Valves are provided with . Body two sets of factory installed inter- Ductile iron conforming to ASTM nal switches each having SPDT con- A-395 tacts (Ref. Figure 2). The supervisory switches transfer their electrical con- • Body Coating tacts when there is movement from Polyamide the valve's normal open position dur- . Disc ing the first two revolutions of the Ductile iron conforming to ASTM handwheel. A-395 • Disc Seal The Model BFV-N Grooved End But- Grade EPDM "E" encapsulated rub- berterfly Valves described herein must conforming to ASTM D-2000 be installed and maintained in com- • Upper&Lower Stem pliance with this document, as well as Type 416 Stainless Steel conforming with the applicable standards of the to ASTM 582 National Fire Protection Association, in . Lower Plug addition to the standards of any other PVC authorities having jurisdiction. Failure to do so may impair the performance • Operator of these devices. Gear operator with iron housing The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or sprinkler manufacturer with any questions. Page 1 of 4 MAY 2014 TFP1510 TFP151O Page 2 of 4 Nominal Pipe Nominal Installation Dimensions Valve Pipe Inches(mm) Weight Sizes OD Inches Lbs. Inches (mm) A B C D E F G H (kg) (DN) 2-1/2 2.88 3.85 11.94 3.25 5.67 5.90 5.82 2.13 22 (65) (73,0) (98,0) (303,3) (83,0) (144,0) (149,9) (147,8) (541) 0 (10,0) 3 3.50 3.85 12.48 3.54 5.94 5.90 5.82 2.13 23 (80) (88,9) (98,0) (317,0) (90,0) (150,9) (149,9) (147,8) (54,1) 0 (10,4) 4 4.50 4.56 14.18 4.35 6.31 5.90 7.64 2.13 28 (100) (114,3) (116,0) (360,2) (110,0) (160,3) (149,9) (194,1) (54,1) 0 (12,7) 5 5.56 5.86 15.17 4.84 7.32 5.90 7.64 2.13 31 (125) (141,3) (149,0) (385,3) (123,0) (185,9) (149,9) (194,1) (54,1) 0 (14,1) 6 6.63 5.86 17.54 5.93 8.62 5.90 7,64 2.13 0.67 41 (150) (168,3) (149,0) (445,5) (151,0) (218,9) (149,9) (194,1) (54,1) (17,0) (18,6) 8 8.63 5.26 19.42 6.87 9.80 9.80 7.91 2.13 5.86 53 (200) (219,1) (134,0) (493,3) (174,0) (248,9) (248,9) (200,9) (54,1) (148,8) (24,1) 10 10.75 6.29 24.03 9.17 11.61 18.00 9.49 3.03 7.41 88 (250) (273,1) (160,0) (610,4) (233,0) (294.9) (457,2) (241,0) (77,0) 1 (188,2) (40,0) G F HANDWHEEL INDICATOR FLAG NPT CONDUIT jONNECTION GEAR OPERATOR BODY D B DISC n _ A� FIGURE 1 MODEL BFV-N GROOVED END BUTTERFLY VALVE NOMINAL DIMENSIONS Installation switch" is intended for connection to tion Association(e.g., NFPA25), in ad- the supervisory circuit of a fire alarm dition to the standards of any author- The Model BFV-N Grooved End But- control panel in accordance with NFPA ity having jurisdiction. The installing terfly Valves may be installed with flow 72• The "auxiliary switch" is intend- contractor or product manufacturer in either direction and can be posi- ed for the unsupervised connection should be contacted relative to any tioned either horizontally or vertically. to auxiliary equipment in accordance questions. Any impairment must be The grooved end pipe couplings used with NFPA 70, National Electric Code. immediately corrected. with the Model BFV-N must be listed NOTE. For outdoor applications with NOTE.Before closing a fire protection or approved for fire protection service internal supervisory switches, it is rec- system control valve for maintenance and installed in accordance with the ommended that wiring connections or inspection work on either the valve manufacturers instructions. be made at a temperature above 15°F or fire protection system which it con- (-9°C), in order to insure sufficient flex- trols, permission to shut down the af- The Model BFV-N Butterfly Valve may ibility of the wire lead insulation. fected fire protection systems must be be installed with any schedule of pres- ,,/ obtained from the proper authorities sure class of pipe or tubing that is list- Care and all personnel who may be affected anded or approved for fire protection. by this decision must be notified. As applicable, refer to Figure 2 for the Maintenance It is recommended that automatic internal switch wiring diagram. sprinkler systems be inspected, test- Conduit and electrical connections The owner is responsible for the in- ed, and maintained by a qualified in- are to be made in accordance with spection,testing, and maintenance of spection service. the authority having jurisdiction and/ their fire protection system and devic- or the National Electrical Code. With es in accordance with the applicable reference to Figure 2,the "supervisory standards of the National Fire Protec- TFP1510 Page 3 of 4 FLOW RATE IN LITRES PER MINUTE(LPM) (1 GPM=3,785 LPM) 300 400 600 1000 2000 4000 6000 10000 20000 40000 5.0 4.0 0,30 3.0 0,20 2.0 � tr m O = 0,10 z U a o ? 0,08 O Q Q 1.0 =fib �o �Op� ��y ^hp op ti _ o co m D 0.8 Q= 2 . 2 2 ?ry Q= 0 06 wm CD omw[a , =0�I. I Vr Z 2 V? 0,05 U o a w 0.6 ti t 2V ZV: 2V -ZV 2 0,04 w u Q 0.5 '`� `y a 0) co co � - a z 0 `y 0,03 J a z 0.4 _ z= z0 g a .3 0 0. z 02 Oz 0.2 0,01 0.1 i I 60 100 200 400 600 1000 2000 4000 6000 10000 15000 FLOW RATE IN GALLONS PER MINUTE(GPM) GRAPH A DN65 THROUGH DN 250 MODEL BFV-N BUTTERFLY VALVE NOMINAL PRESSURE DROP VERSUS FLOW r - - - - - - r - - - - - - SUPERVISORY I AUXILIARY CONTACT RATING: I SWITCH I GND SWITCH 1/2A @ 125 VDC 1/4A @ 250 VDC I I SWITCH SHOWN I I SWITCH SHOWN 15.1A/12HP @ 125,250 VAC L J WITH VALVE L J WITH VALVE 5A @ 125 VAC"L" — — FULL OPEN — — p FULL OPEN w w 0 (D w w U) z � O O Z Z w J o Lu Z) Lu} w w0 p 0: O> m in Z + BELL END OF LINE PANEL RESISTOR POWER a + FIGURE 2 MODEL BFV-N BUTTERFLY VALVE INTERNAL SWITCH WIRING DIAGRAM i TFP1510 Page 4 of 4 Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Grooved End Butterfly Valves: Specify: (specify inch size) Model BFV-N Grooved End Butterfly Valve with internal supervisory switches, P/N(specify). Valve Size Valve Part Number 2-1/2 ......................59-300-F-025N 3..........................59-300-F-030N 4..........................59-300-F-040N 5..........................59-300-F-050N 6..........................59-300-F-060N 8..........................59-300-F-080N 10.........................59-300-F-100N GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2014 Tyco Fire Products,LP. All rights reserved. tyCO Fire Protection Products - - - - -. - I I tqWorldwide www.tyco-fire.com Fire Protection Contacts Products Series DS-1 Dry-Type Sprinklers 5.6K Horizontal Sidewall Standard and Quick Response, Extended Coverage General Sprinkler Description Identification 9 TYCO Series DS-1 Dry-Type Sprinklers, Numbers (SINS) 5.6 K-factor Horizontal Sidewall, Standard (5 mm Bulb) and Quick TY3338-3 mm Bulb Type Response(3 mm Bulb)and Extended TY3358-5 mm Bulb Type Coverage, are decorative glass bulb automatic sprinklers typically used Technical where the sprinklers and/or a portion of the connecting piping may be Data exposed to freezing temperatures;for example, horizontal piping extensions Approvals through a wall to protect an unheated UL and C-UL Listed area of a building. Series DS-1 NYC Approved under MEA 352-01-E Operation Dry-Type Sprinklers are designed for extended coverage use in light hazard Refer to Table A. When TYCO Series DS-1 Dry-Type occupancies. Sprinklers are in service, water is Maximum Working Pressure prevented from entering the assembly 175 psi(12,1 bar) by the Plug and Gasketed Spring Plate Seal (Ref. Figure 1) in the Inlet of the Series DS-1 Dry-Type Sprinklers Inlet Thread Connections sprinkler. described herein must be installed 1 inch NPT or The lass bulb contains a fluid that and maintained in compliance with ISO 7-R 1 g this document, as well as with the expands when exposed to heat. When applicable standards of the National Discharge Coefficient the rated temperature is reached, the Fire Protection Association(NFPA), in K=5.6 gpm/psili2 fluid expands sufficiently to shatter addition to the standards of any other (80,6 Ipm/barli2) the glass bulb, and the Bulb Seat is authorities having jurisdiction. Failure to released. do so may impair the performance of Temperature Ratings The compressed Spring is then able these devices. Refer to Table A. to expand and push the Water Tube as The owner is responsible for main- Finishes well as the Guide Tube outward. This taining their fire protection system and Sprinkler: Natural Brass, Chrome action simultaneously pulls inward on devices in proper operating condition. Plated,or Signal White the Yoke, withdrawing the Plug and Contact the installing contractor Escutcheon: Signal White, Chrome Gasketed Spring Plate Seal from the e or product manufacturer with any Plated Brass Plated Inlet allowing the sprinkler to activate , questions. and flow water. Series DS-1 Dry-Type Sprinklers must Physical Characteristics only be installed in fittings that meet Inlet. . . . . . . . . . . . . . . . . . . . . Copper the requirements of the Design Criteria Plug . . . . . . . . ..... . . . . . . . Copper section. Yoke . . .. . . . . ..... . Stainless Steel Casing ...... ..... . . . . Galvanized Carbon Steel Insert . . . . . . . . . . . . . . . . . . . Bronze IMPORTANT Bulb Seat . . . . . . . .. . Stainless Steel Bulb . . . . . . . . . . . . . . . . . . . . . .Glass Always refer to Technical Data Compression Screw. . . . . . . . Bronze Sheet TFP700 for the "INSTALLER Deflector. . . . . . . . . . . . . . . . . Bronze WARNING"that provides cautions Frame. . . . . . . . . . . . . . . . . . . Bronze with respect to handling and instal- Guide Tube. . . . . . . . . Stainless Steel lation of sprinkler systems and Water Tube. . . . . . . . . Stainless Steel components. Improper handling and Spring. . . . . . . . . . . . . Stainless Steel installation can permanently damage Gasketed Spring a sprinkler system or its compo- Plate Seal. . . . . . . . . Beryllium Nickel nents and cause the sprinkler to fail w/TEFLON to operate in a fire situation or cause Escutcheon . . .. .. .. . .Carbon Steel it to operate prematurely. Page 1 of 8 SEPTEMBER 2014 TFPS20 1 I I TFPS2O Page 2 of 8 PLUG WITH YOKE INLET CASING INSERT FRAME 3 or 5 mm DEFLECTOR GASKETED SPRING BAND ' \ BULB PLATE SEAL 1 1 WATER GUIDE BULB VENT COMPRESSION INLET 1" NPT SPRING TUBE TUBE SEAT HOLE SCREW FIGURE 1 EXTENDED COVERAGE HORIZONTAL SIDEWALL ASSEMBLY ORDER LENGTHS: 2-3/4"to 48" (69,9 to 1219,2 mm) 2-3/8"±1/8" IN 1/4"(6,4 mm) (60,3±3,2 mm) INCREMENTS FACE OF FACE OF i— MOUNTING SPRINKLER 1-3/4" DIA. ` SURFACE FITTING (44,5'mm) 3"DIA. f A (76,2 mm) SPRINKLER FITTING (REFER TO DESIGN CENTERLINE 7/16" CRITERIA SECTION) OF WATERWAY (11,1 mm) FIGURE 2 EXTENDED COVERAGE HORIZONTAL SIDEWALL WITH STANDARD ESCUTCHEON TY3338(3 MM BULB)AND TY3358(5 MM BULB) Design The unused outlet of the threaded tee is the configuration shown in Figure 4 to plugged as shown in Figure 5. assure complete water drainage from Criteria You can also install Series DS-1 above Series DS-1 Dry-Type Sprinklers Dry-Type Sprinklers in the outlet. and the branch line. Failure to do so TYCO Series DS-1 Dry-Type Sprinklers may result in pipe freezing and water are intended for use in fire sprinkler The configuration shown in Figure 6 is damage. systems designed in accordance only applicable for wet pipe systems with the standard installation rules where the sprinkler fitting and water- recognized b the applicable Listing filled pipe above the sprinkler fitting are g y pp g not subject to freezing and where the Do not install Series DS-1 Dry-Type or Approval agency; for example, Sprinklers into any other type fitting UL Listing is based on NFPA 13 length of the Dry-Type Sprinkler has the without first consulting the Technical requirements. minimum exposure length depicted in q Figure 6. Refer to the Exposure Length Services Department. Failure to use the Sprinkler Fittings section. appropriate fitting may result in one of Install 1 inch NPT Series DS-1 Dry-Type the following: For wet pipe system installations of Sprinklers in the 1 inch NPT outlet or 1 inch NPT Series DS-1 Dry-Type • failure of the sprinkler to operate prop- run of the following fittings: Sprinklers connected to CPVC piping, erly due to formation of ice over the • malleable or ductile iron threaded use only the following TYCO CPVC Inlet Plug or binding of the Inlet Plug tee fittings that meet the dimen- fittings: •insufficient engagement of the Inlet sional requirements of ANSI B16.3 . 1" x 1" NPT Female Adapter (P/N pipe threads with consequent leakage (Class 150) 80145) Drainage • cast iron threaded tee fittings that . 1" x 1" x 1" NPT Sprinkler Head In accordance with the minimum meet the dimensional requirements Adapter Tee(P/N 80249) requirements of the National Fire of ANSI 1316.4(Class 125) Protection Association for dry pipe Do not install Series DS-1 Dry-Type For dry pipe system installations, use sprinkler systems, branch, cross, and Sprinklers into elbow fittings.Te Ilt only the side outlet of maximum 2-1/2 feed-main piping connected to Dry p g inch reducing tee when locating Series Sprinklers and subject to freezing of the of the elbow. below can contact the interior DS-1 Dry-Type Sprinklers directly temperatures must be pitched for below the branch line. Otherwise, use proper drainage. TFP520 Page 3 of 8 r WRENCH FLAT WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCH FLATS FIGURE 3 W-TYPE 7 SPRINKLER WRENCH DSB-2 EXPOSURE TO DRY RUN INTENDED LENGTH SYSTEM OUTLET FOR FREEZER. (SEE DESIGN PLUGGED STRUCTURES ! CRITERIA SECTION) O FACE SPRINKLER FITTING 1 INCH DSB-2 NPT TEE INTENDED (SEE DESIGN FOR FREEZER 1 CRITERIA STRUCTURES (`SECTION) DSB-2 Fri), TO DRY INTENDED SYSTEM FOR FREEZER STRUCTURES (J . • EFTUZU V FIGURE 4 FIGURE 5 SPRINKLER FITTING SPRINKLER FITTING FIGURE 6 UNHEATED AREA UNHEATED AREA EXPOSURE LENGTH 1-3/4" DIA. Exposure Length Clearance Space (44,5 mm) When using Dry Sprinklers in wet pipe In accordance with Section 8.4.9.2 CLEARANCE sprinkler systems to protect areas of the 2010 edition of NFPA 13, when INSULATED subject to freezing temperatures, use connecting an area subject to freezing HOLE FREEZER Table C to determine a sprinkler's and an area containing a wet pipe ADHESIVE STRUCTURE appropriate exposed barrel length sprinkler system,the clearance space to prevent water from freezing in the around the sprinkler barrel of Dry-Type DSB-2 connecting pipes due to conduction. Sprinklers must be sealed. Due to BOOT The exposed barrel length measure- temperature differences between two ment must be taken from the face of areas, the potential for the formation the sprinkler fitting to the surface of the of condensation in the sprinkler and structure or insulation that is exposed subsequent ice build-up is increased. If to the heated area. Refer to Figure 6 for this condensation is not controlled, ice an example. build-up can occur that might damage For protected area temperatures the dry-type sprinkler and/or prevent between those given above, the proper operation in a fire situation. STRAP TIES DS-1 minimum recommended length from Use of the Model DSB-2 Dry Sprinkler (ENDS SHOWN WITH the face of the fitting to the outside of Boot, described in Technical Data OPPOSING STANDARD the protected area may be determined Sheet TFP591 and shown in Figure 7, SIDES OF ESCUTCHEON by interpolating between the indicated can provide the recommended seal. BOOT) values. FIGURE 7 MODEL DSB-2 DRY SPRINKLER BOOT WITH DRY-TYPE SPRINKLER TFPS20 Page 4of8 TY3338 Horizontal Sidewall with Standard Escutcheon (3 mm Bulb Type) TY3358 Horizontal Sidewall with Standard Escutcheon Temperature Bulb Color (5 mm Bulb Type) Rating Code (Ref.Figure 2) SPRINKLER FINISH Natural Brass Chrome Plated Signal White 135°F(57°C) Orange 1,2,3 155°F(68°C) Red Notes: 1. Listed by Underwriters Laboratories,Inc.(maximum order length of 48 inches). 2. Listed by Underwriters Laboratories for use in Canada(maximum order length of 48 inches). 3- Approved by the City of New York under MEA 352-01-E. TABLE A SERIES DS-i EXTENDED COVERAGE HORIZONTAL SIDEWALL DRY-TYPE SPRINKLERS LABORATORY LISTINGS AND APPROVALS Coverage' Minimum Minimum Top of W x L Flow Pressure Temperature Deflector-to-Ceiling Application Ft.x Ft. gpm� psi Rating Distance , (m x m) (Ipm) (bar) Inches (mm) 16 x 16 26 21.6 TY3338 Horizontal Sidewall (4,9 x 4,9) (98) (1,49) (3 mm Bulb Type) 16 x 18 29 26.8 For Quick Response, (4,9 x 5,5) (110) (1,85) Light Hazard 16 x 20 32 32.7 Extended Coverage (4,9 x 6,1) (121) (2,25) per NFPA 13 18 x 16 29 26.8 (5,5 x 4,9) (110) (1,85) 135T and 155°F 4 to 12 16 x 16 26 21.6 (57°C and 68°C) (100 to 300) TY3358 Horizontal Sidewall (4,9 x 4,9) (98) (1,49) (5 mm Bulb Type) 16 x 18 29 26.8 For Standard Response, (4,9 x 5,5) (110) (1,85) Light Hazard 16 x 20 32 32.7 Extended Coverage (4,9 x 6,1) (121) (2,25) per NFPA 13 18 x 16 29 26.8 (5,5 x 4,9) (110) (1,85) Notes: 1. The minimum allowable spacing between sprinklers to prevent cold soldering is 14 feet(4,3 m). 2. To meet the deflector-to-ceiling distance of 4 to 12 inches(100 to 300 mm),the centerline of the sprinkler waterway must be 4-7/16 to 12-7/16 inches below the ceiling, TABLE B SERIES DS-1 EXTENDED COVERAGE HORIZONTAL SIDEWALL DRY-TYPE SPRINKLERS UL AND C-UL INSTALLATION CRITERIA c 1 TFP520 Page 5 of 8 Temperatures for Heated Area' Ambient Temperature 40°F 50°F 60°F Exposed to (4°C) (10°C) (16°C) Discharge End of Sprinkler Minimum Exposed Barrel Length2, Inches (mm) 40°F 0 0 (4'C) 30°F 0 0 0 (-1°C) 20°F 4 (-7°C) (100) 0 0 107 8 1 0 (-12°C) (200) (25) 0°F 12 3 (-18°C) (305) (75) 0 -10°F 14 4 1 (-23°C) (355) (100) (25) -20°F 14 6 3 (-29°C) (355) (150) (75) -30°F 16 8 4 (-34°C) (405) (200) (100) -40°F 18 6 4 (-40°C) (455) (200) (100) -50°F 20 10 6 (-46°C) (510) (255) (150) -60°F 20 10 6 (-51°C) (510) (255) (150) Notes: 1. For protected area temperatures that occur between values listed above.use the next cooler temperature 2. These lengths are inclusive of wind velocities up to 30 mph(18.6 kph). TABLE C EXPOSED SPRINKLER BARRELS IN WET PIPE SYSTEMS MINIMUM RECOMMENDED LENGTHS I I TFPS2O Page 6 of 8 Installation Step 4. After installing the ceiling or The owner is responsible for the wall and applying a ceiling finish,slide inspection, testing, and mainte- TYCO Series DS-1 Dry-Type Sprinklers on the outer piece of the escutcheon nance of their fire protection system must be installed in accordance with until it comes in contact with the ceiling and devices in compliance with this this section. or wall. Do not lift the ceiling panel out document, as well as with the appli- of its normal position. cable standards of the National Fire General Instructions Protection Association (e.g., NFPA 25), Series DS-1 Dry-Type Sprinklers must Care and in addition to the standards of any other only be installed in fittings that meet authorities having jurisdiction. Contact the requirements of the Design Criteria the installing contractor or product section. Refer to the Design Criteria Maintenance manufacturer with any questions. section for other important require- TYCO Series DS-1 Dry-Type Sprinklers Automatic sprinkler systems are recom- ments regarding piping design and must be maintained and serviced in mended to be inspected, tested, and sealing of the clearance space around accordance with this section. maintained by a qualified Inspection the Sprinkler Casing. Service in accordance with local Do not install any bulb type sprinkler if Before closing a fire protection system requirements and/or national codes. the bulb is cracked or there is a loss of main control valve for maintenance work on the fire protection system liquid from the bulb.With the sprinkler h that it controls, obtain permission to held horizontally, a small air bubble should be present.The diameter of the shut down the affected fire protection air bubble is approximately 1/16 inch systems from the proper authorities (1,6 mm). and notify all personnel who may be affected by this action. A leak-tight 1 inch NPT sprinkler joint Absence of the outer piece of an should be obtained by applying a escutcheon, which is used to cover a minimum-to-maximum torque of clearance hole, may delay the time to 20 to 30 ft.-lbs. (26,8 to 40,2 Nm). sprinkler operation in a fire situation. Higher levels of torque may distort the sprinkler Inlet with consequent leakage A Vent Hole is provided in the Bulb Seat or impairment of the sprinkler. (Figure 1)to indicate if the Dry Sprinkler Do not attempt to compensate is remaining dry. Evidence of leakage from the Vent Hole is an indication that for insufficient adjustment in to e there may be seepage past the Inlet escutcheon plate by under or over- tightening the sprinkler. Re-adjust the seal and that the sprinkler needs to be position of the sprinkler fitting to suit. removed for determining the cause of leakage(e.g.,an improper installation or Step 1. Install horizontal sidewall sprin- an ice plug).The fire protection system klers in the horizontal position with their control valve must be closed and the centerline of waterway perpendicular to system drained before removing the the back wall and parallel to the ceiling. sprinkler. The word "TOP" on the Deflector is to Sprinklers which are found to be face towards the ceiling. leaking or exhibiting visible signs of Step 2. With a non-hardening pipe- corrosion must be replaced. thread sealant such as TEFLON tape Automatic sprinklers must never be applied to the Inlet threads, hand- painted, plated, coated, or otherwise tighten the sprinkler into the sprinkler altered after leaving the factory. fitting. Modified sprinklers must be replaced. Step 3. Wrench-tighten the sprinkler Sprinklers that have been exposed to using either: corrosive products of combustion, but • a pipe wrench on the Inlet Band or the have not operated, should be replaced Casing(Ref. Figure 1) if they cannot be completely cleaned by wiping the sprinkler with a cloth or • the W-Type 7 Sprinkler Wrench on the by brushing it with a soft bristle brush. Wrench Flat(Ref. Figure 3) Care must be exercised to avoid Apply the Wrench Recess of the damage to the sprinklers — before, W Type 7 Sprinkler Wrench to the during,and after installation.Sprinklers Wrench Flat. damaged by dropping,striking,wrench Note: If sprinkler removal becomes twist/slippage, or the like, must be necessary, remove the sprinkler using replaced. Also, replace any sprinkler the same wrenching method noted that has a cracked bulb or that has lost above. Sprinkler removal is easier when liquid from its bulb. (Ref. Installation a non-hardening sealant was used Section.) and torque guidelines were followed. If a sprinkler must be removed, do not After removal, inspect the sprinkler for reinstall it or a replacement without damage. reinstalling the Cover Plate Assembly. If a Cover Plate Assembly becomes dislodged during service, replace it immediately. TFPS20 Page 7 of 8 P/N* 60 - XXX - X - XXX ORDER SPRINKLER ESCUTCHEON LENGTH** SIN FINISH FINISH 055 5.50" 350 EC Sidewall 3 mm Bulb TY3338 0 CHROME SIGNAL WHITE (1"NPT),135°F(57°C) PLATED (RAL9003) 082 8.25" EC Sidewall 3 mm Bulb NATURAL SIGNAL WHITE 351 (1"NPT), 155°F(68°C) TY3338 1 BRASS (RAL9003) 180 18.00" 2 NATURAL BRASS BRASS PLATED 187 18.75" 950 EC Sidewall 5 mm Bulb TY3358 4 SIGNAL WHITE SIGNAL WHITE (1"NPT),135°F(57°C) (RAL9003) (RAL9003) 372 37.25" 951 EC Sidewall 5 mm Bulb TY3358 9 CHROME CHROME (1"NPT), 155°F(68°C) PLATED PLATED 480 48.00" Notes: Use Prefix"I"for ISO 7-R 1 Connection(e.g.,1-60-351-1-180). " Dry-Type Sprinklers are furnished based upon"Order Length"as measured per Figure 2. After the measurement is taken,round it to the nearest 1/4 inch increment. TABLE D SERIES DS-1 STANDARD AND QUICK RESPONSE, STANDARD COVERAGE, DRY-TYPE SPRINKLERS PART NUMBER SELECTION Limited Ordering • Part Number from Table D Warrant Procedure Sprinkler Wrench Y Specify W-Type 7 Sprinkler Wrench, For warranty terms and conditions, Contact your local distributor for avail- P/N 56-850-4-001 visit www.tyco-fire.com. ability.When placing an order, indicate the full product name, including Sprinkler Boot description and Part Number(P/N). Specify Model DSB-2 Dry Sprinkler Boot, P/N 63-000-0-002 Dry Sprinklers This Part Number includes one (1) When ordering 5.6 K-factor Boot, two (2) Strap Ties, and 1/3 oz. Series DS-1 Horizontal Sidewall, of Adhesive (a sufficient quantity for Standard or Quick Response, Extended installing one boot). Coverage Dry-Type Sprinklers,specify the following information: • SIN: TY3338—Quick Response TY3358—Standard Response • Bulb Size(3 or 5 mm) • Order Length: Dry-Type Sprinklers are furnished based upon Order Length as measured from the face of the wall to the face of the sprinkler fitting(Ref. Figure 2). After the measurement is taken, round it to the nearest 1/4 inch increment. • Inlet Connections: 1 inch NPT or ISO 7-R 1 • Temperature Rating • Sprinkler Finish • Standard Escutcheon and Finish TFP520 Page 8 of 8 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 Copyright©2014 Tyco Fire Products, LP. All rights reserved. TEFLON is trademark of The DuPont Corporation �F�Protection Products tq Worldwide www.tyco-fire.com Fire Protection Contacts Products Series TY-FRB, 5.6 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General .� The TYCO Series TY-FRB Sprinklers Description described herein must be installed and �� maintained in compliance with this doc- The TYCO Series TY-FRB,5.6 K-factor, ument, as well as with the applicable Upright(TY313)and Pendent(TY323) standards of the National Fire Protec- Sprinklers described in this data sheet tion Association, in addition to the stan- are quick response,standard coverage, dards of any other authorities having decorative 3 mm glass bulb-type spray jurisdiction. Failure to do so may impair sprinklers designed for use in light or the performance of these devices. ordinary hazard,commercial occupan- cies such as banks, hotels, and shop- The owner is responsible for maintain- ping malls. ing their fire protection system and devices in proper operating condition. The recessed version of the Series TY- The installing contractor or sprinkler FRB Pendent Sprinkler, where applica- manufacturer should be contacted with ble, is intended for use in areas with a any questions. finished ceiling.This recessed pendent sprinkler uses one of the following: Sprinkler • A two-piece Style 15 Recessed Escutcheon with recessed adjust- ^x y m Identification up to 5/8 inch (15,9 mm) from . ? the flush pendent position. Number (SIN) • A two-piece Style 20 Recessed 41 Escutcheon with recessed adjust- TY313 . . . . . . . Upright 5.6K, 1/2-NPT ment up to 1/2 inch (12,7 mm) from TY323 . . . . . . Pendent 5.6K, 1/2"NPT the flush pendent position. The adjustment provided by the Technical Recessed Escutcheon reduces the Temperature Rating accuracy to which the fixed pipe drops Data 135°F(57°C) to the sprinklers must be cut. 155°F(68°C) 175°F(79°C) Intermediate level versions of Series Approvals 200°F(93°C) TY-FRB Sprinklers are described in UL and C-UL Listed 286°F(93C) Technical Data Sheet TFP357. Sprin- FM, LPCB, and VdS Approved kler guards and shields are described CE Certified Finishes in Technical Data Sheet TFP780. Sprinklers with Polyester Finish are UL Sprinkler: Refer to Table A and C-UL Listed as Corrosion-Resis- Recessed Escutcheon:White Coated, tant Sprinklers. Chrome Plated,or Brass Plated Maximum Working Pressure Physical Characteristics 175 psi (12.1 bar) Frame. . . . . . . . . . . . . . . . . . . Bronze 250 psi(17.2 bar)" Button. . . . . . . . . . . . . .Brass/Copper The maximum working pressure of 250 psi Sealing Assembly. . . . . . . . .Stainless IMPORTANT (17.2 bar)only applies to the listing by Un- Steel w/TEFLON Always refer to Technical Data derwriters Laboratories,Inc.(UL). Bulb . . . . . . . . . . . . . . . . . . . . . .Glass Sheet TFP700 for the "INSTALLER Discharge Coefficient Compression Screw. . . . . . . . Bronze WARNING'that provides cautions K=5.6 GPM/psi112(80,6 LPM/barli2) Deflector. . . . . . . . . . . . . . . . . Bronze with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently dam- age a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 FEBRUARY 2014 TFP172 f �y • II TFP172 Page 2 of 4 Components: Temperature rating is ** Pipe thread connections per ISO 7-1 1 Frame 4 Bulb indicated on Deflector. can be provided on special request. 2 Button 5 Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 112" 7/16" (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON 6* 5 7/16" i (11,1 mm) —C 4 NOMINAL 2" I�—(I I MAKE-IN (50,8 mm) (50,8 mm) I (34,9 mm) `. 3 WRENCH l 1 _ FLATS 1 1 f 1/2" NPT** DEFLECTOR* I 2 7/8"(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT(TY313)AND PENDENT(TY323)SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT, QUICK RESPONSE Operation Installation The glass bulb contains a fluid which The TYCO Series TY-FRB,5.6 K-factor, WRENCH RECESS expands when exposed to heat. When Upright(TY313)and Pendent (TY323) -� (USE ONLY the rated temperature is reached, the Sprinklers must be installed in accor- END"A") fluid expands sufficiently to shatter the dance with this section. glass bulb, allowing the sprinkler to activate and water to flow. General Instructions . FIGURE 2 Do not install any bulb-type sprinkler if W-TYPE 6 the bulb is cracked or there is a loss _SPRINKLER WRENCH Design of liquid from the bulb.With the sprin- kler held horizontally, a small air bub- WRENCH Criteria ble should be present. The diameter of the air bubble is approximately 1/16 RECESS The TYCO Series TY-FRB, 5.6 K-factor, inch(1,6 mm)for the 135°F(57°C)and Upright(TY313) and Pendent (TY323) 3/32 inch(2,4 mm)for the 286°F(141°C) Sprinklers are intended for fire protec- temperature ratings. tion systems designed in accordance with the standard installation rules rec- ognized A leak-tight 1/2 inch IN PT sprinkler joint by the applicable Listing or should be obtained by applying a min- Approval agency (such as, UL Listing imum to maximum torque of 7 to 14 is based on the requirements of NFPA ft.-Ibs. (9,5 to 19,0 Nm). Higher levels 13, and FM Approval is based on the of torque can distort the sprinkler Inlet requirements of FM's Loss Prevention with consequent leakage or impairment PUSH WRENCH Data Sheets).Only the Style 15 or Style of the sprinkler. IN TO ENSURE 20 Recessed Escutcheon is to be used Do not attempt to compensate for ENGAGEMENT for recessed pendent installations. insufficient adjustment in the Escutch- WITH SPRINKLER WRENCHING AREA eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of FIGURE 3 the sprinkler fitting to suit. W-TYPE 7 RECESSED SPRINKLER WRENCH Upright and Pendent Sprinklers The Series TY-FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. i TFP172 Page 3 of 4 Step 3. Tighten the sprinkler into the 2-7/8" DIA. sprinkler fitting using only the W-Type (73,o mm) 6 Sprinkler Wrench(Figure 2).With ref- erence to Figure 1,apply the W-Type 6 2-1/4" DIA. Sprinkler Wrench to the wrench flats. FACE OF (57,2 mm) Torque sprinklers 7 to 14 ft.-Ibs. (9,5 to SPRINKLER 19,0 Nm). FITTING Recessed Pendent Sprinklers FLUSH The Series TY-FRB Recessed Pendent 3/8±5/16" Sprinklers must be installed in accor- (9,5±7,9 mm) dance with the following instructions. /- Step A.After installing the Style 15 or MOUNTING Style 20 Mounting Plate over the sprin- kler threads, and with pipe-thread i e-thread SURFACE / _ (3,2 mm) sealant applied to the pipe threads, CLOSURE SERIES MOUNTING 1-3/8"(34,9 mm) hand-tighten the sprinkler into the TY-FRB PLATE sprinkler fitting. 3/4"(19,1 mm) Step B. Tighten the sprinkler into the FIGURE 4 sprinkler fitting using only the W-Type SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY(TY323) WITH TWO PIECE 518 INCH TOTAL ADJUSTMENT STYLE 15 7 Recessed Sprinkler Wrench (Figure RECESSED ESCUTCHEON 3).With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque 2-7/8" DIA. sprinklers 7 to 14 ft.-Ibs. (9,5 to 19,0 (73,0 mm) Nm). FACE OF Step C.After ceiling installation and fin- SPRINKLER 2-1/4" DIA. ishing, slide on the Style 15 or Style 20 FITTING (57,2 mm) —` Closure over the Series TY-FRB Sprin- 5/16±1/4"kler and push the Closure over the (7,9± 1/2" 12,7 mm) Mounting Plate until its flange comes in + FLUSH contact with the ceiling. Care and �T UNTING 1/8" Maintenance SOURFACE (3,2 mm) The TYCO Series TY-FRB,5.6 K-factor, Upright (TY313)and Pendent (TY323) CLOSURE SERIES MOUNTING 1-3/8"(34,9 mm) Sprinklers must be maintained and ser- TY-FRB PLATE 7/8" (22,2 mm) viced in accordance with this section. FIGURE 5 Before closing a fire protection system SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY(TY323) main control valve for maintenance WITH TWO PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 work on the fire protection system RECESSED ESCUTCHEON that it controls, obtain permission to shut down the affected fire protection Modified sprinklers must be replaced. standards of any other authorities hav- systems from the proper authorities Sprinklers that have been exposed to ing jurisdiction. Contact the installing and notify all personnel who may be corrosive products of combustion, but contractor or sprinkler manufacturer affected by this action. have not operated, should be replaced regarding any questions. Absence of the outer piece of an if they cannot be completely cleaned Automatic sprinkler systems are rec- escutcheon, which is used to cover by wiping the sprinkler with a cloth or ommended to be inspected, tested, a clearance hole, can delay sprinkler by brushing it with a soft bristle brush. and maintained by a qualified Inspec- operation in a fire situation. Care must be exercised to avoid dam- tion Service in accordance with local The owner must assure that the sprin- age to the sprinklers before,during,and requirements and/or national codes. klers are not used for hanging any after installation. Sprinklers damaged objects and that the sprinklers are only by dropping, striking, wrench twist/ cleaned by means of gently dusting slippage, or the like, must be replaced. with a feather duster; otherwise, non- Also, replace any sprinkler that has a operation in the event of a fire or inad- cracked bulb or that has lost liquid from vertent operation may result. its bulb. (Ref. Installation Section.) Sprinklers which are found to be leak- The owner is responsible for the ing or exhibiting visible signs of corro- inspection,testing,and maintenance of sion must be replaced. their fire protection system and devices in compliance with this document, as Automatic sprinklers must never be well as with the applicable standards painted, plated, coated, or other- of the National Fire Protection Associa- wise altered after leaving the factory. tion (e.g., NFPA 25), in addition to the I I 1 _ ., -,,� TFP172 Page 4 of 4 P/N* 77 - XXX - X - XXX SPRINKLER TEMPERATURE FINISH RATINGS SIN 1 NATURAL BRASS 135 135°F(57°C) 370 5.6K UPRIGHT(1/2-NPT) TY313 3 PURE WHITE(RAL9010)" 155 155°F(68°C) POLYESTER 371 5.6K PENDENT(1/2"NPT) TY323 4 SIGNAL WHITE(RAL9003) 175 175°F(79°C) POLYESTER Use suffix"1'for ISO 7-1 connection; 9 CHROME PLATED 200 200°F(93°C) for example,77-370-4-175-1 ^Eastern Hemisphere sales only 286 286°F(141°C) TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION Limited Ordering Vffarranty Procedure For warranty terms and conditions,visit Contact your local distributor for avail- www.tyco-fire.com. ability.When placing an order, indicate the full product name and Part Num- ber(P/N). Sprinkler Assemblies with NPT Thread Connections Specify:Series TY-FRB Upright or Pen- dent(specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify)tem- perature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify:Style 15 Recessed Escutcheon with(specify`)finish, P/N (specify') Specify: Style 20 Recessed Escutch- eon with(specify')finish, P/N(specify') Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2014 Tyco Fire Products,LP. All rights reserved. -tp y�0 TEFLON is trademark of The DuPont Corporation. `il r;n.-Protection Products tq Worldwide www.tyco-fire.com Fire Protection Contacts Products Series TY-FRB — 5.6 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage tained when exposed to corrosive at- General mospheres. Although corrosion resis- Description tant coated sprinklers have passed the standard corrosion tests of the appli- . The Series TY-FRB, 5.6 K-factor, Hor- cable approval agencies,the testing is izontal and Vertical Sidewall Sprin- not representative of all possible cor- klers described in this data sheet rosive atmospheres. Consequently, it are quick response -standard cover- is recommended that the end user be age, decorative 3 mm glass bulb type consulted with respect to the suitabil- spray sprinklers designed for use in ity of these coatings for any given cor- r�j light and ordinary hazard, commer- rosive environment.The effects of am- , cial occupancies such as banks, ho- bient temperature, concentration of i tels, chemicals, and gas/chemical velocity, sign shopping malls,etc.They are de- should be considered, as a minimum, signed for installation along a wall along with the corrosive nature of the smooth ceiling.Sidewall sprinklers are the side a beam and just beneath a a chemical to which the sprinklers will commonly used instead of pendent or be exposed. upright sprinklers due to aesthetics or building construction considerations, _ where piping across the ceiling is not The Series TY-FRB Sprinklers de- �•, f = =K� desirable. scribed herein must be installed and maintained in compliance with this The recessed version of the Series P i'+� . ,4 TY-FRB Horizontal Sidewall Sprin- document, as well as with the appli- kler is intended for use in areas with cable standards of the National Fire a finished wall. It uses a two-piece Protection Association, in addition to Style 10 Recessed Escutcheon with the standards of any other authorities 1/2 inch(12,7 mm)of recessed adjust- having jurisdiction. Failure to do so ment or up to 3/4inch(19,1 mm)of to- may impair the performance of these tal adjustment from the flush sidewall devices. position, or a two-piece Style 20 Re- The owner is responsible for main- cessed Escutcheon with 1/4 inch (6,4 taining their fire protection system mm) of recessed adjustment or up to and devices in proper operating con- 1/2 inch (12,7 mm) of total adjustment dition. Contact the installing contrac- from the flush sidewall position. The for or sprinkler manufacturer with any adjustment provided by the Recessed questions. Technical Escutcheon reduces the accuracy to which the fixed pipe nipples to the Sprinkler Data sprinklers must be cut. Corrosion resistant coatings, where Identification Approvals applicable, are utilized to extend the UL and C-UL Listed, life of copper alloy sprinklers beyond Numbers FM, LPCB,and NYC Approved. that which would otherwise be ob- (Refer to Table A for complete approv- TY3331 . . . . . . . . . . . . . . . Horizontal al information including corrosion re- IMPORTANT TY3431 . . . . . . . . . . . . . . . . . .Vertical sistant status.) Always refer to Technical Data Maximum Working Pressure Sheet TFP700 for the "INSTALLER Refer to Table B. WARNING" that provides cau- Discharge Coefficient tions with respect to handling K=5.6 GPM/psili2(80,6 LPM/bars/2) and installation of sprinkler sys- tems and components. Improp- Temperature Ratings er handling and installation can Refer to Table A. permanently damage a sprin- Finishes kler system or its components Sprinkler: Refer to Table C. and cause the sprinkler to fail Recessed Escutcheon: Signal or Pure to operate in a fire situation or cause White,Jet Black, Chrome Plated,or it to operate prematurely. Brass Plated. Page 1 of 6 FEBRUARY 2014 TFP176 i TFP176 Page 2of6 1 Frame DEFLECTOR Installation 2 - Button HAT 5 The Series TY-FRB, 5.6 K-factor, Hori- 3 - Sealing / zontal and Vertical Sidewall Sprinklers Assembly must be installed in accordance with 4 - Bulb this section. 5 - Compression Screw General Instructions 6 - Deflector* 6*/ 4 2 3 1 Do not install any bulb type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb.With the 9/16" WRENCH 1/2"** sprinkler held horizontally, a small air (14,31mm) FLATS NPT bubble should be present. The diam- eter of the air bubble is approximately 1/16 inch(1,6 mm)for the 135°F(57°C) 1 to 3/32 inch (2,4 mm) for the 286OF I (141°C)temperature ratings. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 1-13/16"_ I to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher (46,0 mm) 11 11mm levels of torque may distort the sprin- CENTERLINE NOMINAL kler and cause leakage or impairment OF SPRINKLER MAKE-IN of the sprinkler. WATERWAY Do not attempt to make-up for insuf- 1-1/2"' ficient adjustment in the escutcheon �(38,1 mm) plate by under-or over-tightening the *Temperature rating sprinkler. Readjust the position of the is indicated on -- 2-3/16" _ sprinkler fitting to suit. Deflector. (55,6 mm) ESCUTCHEON Series TY-FRB Horizontal and STYLE Vertical Sidewall S Sprinkler ** Pipe thread 10 or 20 PLATE SEATING Installation p connections per RECESSED SURFACE ISO 7-1 can be ESCUTCHEON The Series TY-FRB Horizontal and provided on Vertical Sidewall Sprinklers must be special request. _ installed in accordance with the fol- lowing instructions. 2-7/8" DIA. Step 1. Horizontal sidewall sprinklers (73,0 mm) are to be installed in the horizontal po- sition with their centerline of waterway perpendicular to the back wall and parallel to the ceiling.The word "TOP" on the Deflector is to face towards the ceiling. r Vertical sidewall sprinklers are to be FIGURE i installed in the pendent or upright po- 5.6 K-FACTOR QUICK RESPONSE sition with the arrow on the Deflector SERIES TY-FRB HORIZONTAL SIDEWALL(TY3331)SPRINKLERS pointing away from the wall. Physical Characteristics Step 2. With pipe thread sealant ap- Frame............................Bronze Design plied to the pipe threads, hand tighten Button...................... Brass/Copper the sprinkler into the sprinkler fitting. Sealing Assembly ........Beryllium Nickel w/ Criteria Step 3. Tighten the sprinkler into the TEFLON sprinkler fitting using only the W Type Bulb .............................. Glass The Series TY-FRB, 5.6 K-factor, Hori- 6 Sprinkler Wrench (Ref. Figure 5), Compression Screw ................Bronze zontal and Vertical Sidewall Sprinklers With reference to Figure 1 or 2,the W- HSW Deflector.....................Bronze are intended for fire protection sys- Type 6 Sprinkler Wrench is to be ap- VSW Deflector.....................Copper tems designed in accordance with the plied to the wrench flats. standard installation rules recognized Operation by the applicable Listing or Approval agency (e.g., UL Listing is based on The glass bulb contains a fluid which the requirements of NFPA 13, and FM expands when exposed to heat.When Approval is based on the requirements the rated temperature is reached, the of FM's Loss Prevention Data Sheets). fluid expands sufficiently to shatter Only the Style 10 or 20 Recessed Es- the glass bulb, allowing the sprinkler cutcheon, as applicable, is to be used to activate and water to flow. for recessed horizontal installations. TFP176 Page 3 of 6 Series TY-FRB Recessed Horizontal Sidewall Sprinkler *Temperature ** Pipe thread 1 - Frame 4 - Bulb 7 - Ejection Installation rating is connections 2 - Button 5 Compression Spring indicated on per ISO 7-1 can 3 - Sealing Screw The Series TY-FRB Recessed Hori- Deflector. be provided on Assembly 6 Deflector* zontal Sidewall Sprinklers must be special request. installed in accordance with this section. ARROW MUST Step A. Recessed horizontal sidewall 7/1 POINT AWAY sprinklers are to be installed in the m FROM AND BE ESCUTCHEON (11,1 mm) PERPENDICULAR � O horizontal position with their center- PLATE SEATING NOMINAL TO THE BACK line of waterway perpendicular to the SURFACE 1/2 ** MAKE-IN WALL SURFACE back wall and parallel to the ceiling. NPT v The word "TOP" on the Deflector is to face towards the ceiling. `( —L �/ 6 Step B.After installing the Style 10 or i 20 Mounting Plate over the sprinkler I FLOW `b 5 threads,hand tighten the sprinkler into 2-3/16" 1 2-3/16" 4 the sprinkler fitting. (55,6 mm) I (55,6 mm) IL- Step C. Tighten the sprinkler into the 1-1/2.1 y 2 sprinkler fitting using only the W-Type (38,1 mm) WRENCH 7 Recessed Sprinkler Wrench (Ref. I j FLATS 7 \3 Figure 6). With reference to Figure 1, the W-Type 7 Recessed Sprinkler — — 1 Wrench is to be applied to the sprin- SHOWN SHOWN CROSS kler wrench flats. PENDENT UPRIGHT SECTION Step D. After the ceiling has been in- FIGURE stalled or the finish coat has been ap- 5.6 K-FACTOR QUICK RESPONSE Clo- sure over the Series TY-FRB Sprinkler plied, slide on the Style 10 or Clo- SERIES TY-FRB VERTICAL SIDEWALL (TY3431)SPRINKLERS and push the Closure over the Mount- ing Plate until its flange comes in con- if they cannot be completely cleaned The owner is responsible for the in- tact with the ceiling. by wiping the sprinkler with a cloth or spection, testing, and maintenance by brushing it with a soft bristle brush. of their fire protection system and de- Care and Care must be exercised to avoid dam- vices in compliance with this docu- age to the sprinklers before, during, ment, as well as with the applicable Maintenance and after installation. Sprinklers dam- standards of the National Fire Pro- aged by dropping, striking, wrench tection Association (e.g., NFPA 25), in The Series TY-FRB, 5.6 K-factor, Hori- twist/slippage, or the like, must be addition to the standards of any oth- zontal and Vertical Sidewall Sprinklers replaced. Also, replace any sprinkler er authorities having jurisdiction. The must be maintained and serviced in that has a cracked bulb or that has installing contractor or sprinkler man- accordance with this section. lost liquid from its bulb. (Ref. Installa- ufacturer should be contacted relative to any questions. Before closing a fire protection sys- tion Section). It is recommended that automatic tem main control valve for mainte- The owner must assure that the sprin- nance work on the fire protection sys- klers are not used for hanging any ob- sprinkler systems be inspected, test- tem that it controls, permission to shut jects and that the sprinklers are only ed, and maintained by a qualified In- down tem must be obtained from the ected fire n sys- cleaned means of gently dusting seclocalti n Service in requirements and/orance with national prop- with a feather duster; otherwise, non- codes. er authorities and all personnel who operation in the event of a fire or inad- may be affected by this action must vertent operation may result. be notified. Frequent visual inspections are rec- Absence of an escutcheon, which is ommended to be initially performed used to cover a clearance hole, may for corrosion resistant coated sprin- delay the time to sprinkler operation in klers, after the installation has been a fire situation. completed,to verify the integrity of the Sprinklers that are found to be leaking corrosion resistant coating. Thereaf- or exhibiting visible signs of corrosion ter, annual inspections per NFPA 25 must be replaced. should suffice; however, instead of in- specting from the floor level,a random Automatic sprinklers must never be sampling of close-up visual inspec- painted, plated, coated or other- tions should be made, so as to better wise altered after leaving the factory. determine the exact sprinkler condi- Modified sprinklers must be replaced. tion and the long term integrity of the Sprinklers that have been exposed to corrosion resistant coating, as it may corrosive products of combustion, but be affected by the corrosive condi- have not operated,should be replaced tions present. TFP176 Page 4 of 6 5/8±1/4" (15,9±6,4 mm) MOUNTING FACE OF WRENCH RECESS SURFACE SPRINKLER (END"A" USED FOR FITTING 1/2" NPT MODELS) CLOSURE FIGURE 5 W-TYPE 6 2-7/8" DIA. SPRINKLER WRENCH SERIES (73,0 mm) TY-FRB 2 1/4"DIA. WRENCH (57,2 mm) RECESS MOUNTING j PLATE (3,2 mm) 1-114"(31,8 mm) I 3/4" (19,1 mm) PUSH WRENCH IN TO ENSURE 3/4" (19,1 mm) 1/4"(6,4 mm) ENGAGEMENT FIGURE 3 WITH SPRINKLER SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WRENCHING AREA WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT FIGURE 6 STYLE 10 RECESSED ESCUTCHEON W-TYPE 7 RECESSED SPRINKLER WRENCH _ 1/2±1/8" (12,7±3,2 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING CLOSURE 2-7/8" DIA. SERIES (73,0 mm) TY-FRB 2-1/4" DIA. (57,2 mm) MOUNTING ~JJ - PLATE qq /1 1/8' (3,2 mm) 1-1/4"(31,8 mm) L 1/2"(12,7 mm) 1"(25,4 mm) 114"(6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON i TFP176 Page 5 of 6 SPRINKLER FINISH(See Note 11) K TYPE TEMP. BULB NATURAL CHROME POLYESTER*** LEAD COATED LIQUID BRASS PLATED 135°F(57°C) Orange HORIZ. 155°F(68°C) Red SIDEWALL 175°F(79°C) Yellow 1,2,3,4,9,10 1,2,3,9 1,2,3,9 (TY3331) 200°F(93°C) Green 286°F(141°C) Blue 5.6 RECESSED 135°F(57°C) Orange 1/2" HORIZ. 155°F(68°C) Red NPT SIDEWALL 1,2,4,9,10 1,2,9 N/A (TY3331)* 175°F(79°C) Yellow Figure 3 200°F(93°C) Green RECESSED 135°F(57°C) Orange HORIZ. 155°F(68°C) Red SIDEWALL 1,2,3,4,9 N/A (TY3331)** 175°F(79°C) Yellow Figure 4 200°F(93°C) Green VERTICAL 135°F(57°C) Orange SIDEWALL 155°F(68°C) Red 5.6 (TY3431) 1/2" Installed 175°F(79°C) Yellow 5,6,7,8,9 5,6,7,9 NPT Pendent or 200°F(93°C) Green Upright 286°F(141°C) Blue NOTES: 1. Listed by Underwriters Laboratories,Inc.(UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 2. Listed by Underwriters Laboratories Inc.for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 4. Approved by the Loss Prevention Certification Board(LPCB Ref.No.007a/04)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 5. Listed by Underwriters Laboratories,Inc.as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 6. Listed by Underwriters Laboratories for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 7. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies. 8. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06&007a/04)as Quick Response Sprinklers. 9. Approved by the City of New York under MEA 354-01-E. 10. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 11. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion Resis- tant Sprinklers.Where Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as Corrosion Resistant Sprinklers. Installed with Style 10(112"NPT)3/4"Total Adjustment Recessed Escutcheon. Installed with Style 20(1/2"NPT)1/2"Total Adjustment Recessed Escutcheon. Frame and deflector only. TABLE A LABORATORY LISTINGS AND APPROVALS I . . •. '. - '� - TFP176 Page 6 of 6 SPRINKLER FINISH K TYPE NATURAL BRASS] RASS CHROME PLATED POLYESTER LEAD COATED HORIZONTAL SIDEWALL 250 PSI(17,2 BAR) (TY3331) or 5.6 RECESSED HORIZ. 175PSI(12,1 BAR) 1/2 SIDEWALL(TY3331) (SEE NOTE 1) NPT VERTICAL SIDEWALL (TY3431) 175 PSI(12,1 BAR) NOTES: 1. The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories,Inc.(UL);the Listing by Underwriters Laboratories,Inc.for use in Canada(C-UL);and,the Approval by the City of New York. TABLE B MAXIMUM WORKING PRESSURE P/N 57 - XXX - X - XXX SIN SPRINKLER TEMPERATURE FINISH RATINGS 378 HORIZONTAL SIDEWALL TY3331 1 NATURAL BRASS 135 135°F(57°C) 375 VERTICAL SIDEWALL TY3431 3 PURE WHITE(RAL9010)' 155 155°F(68°C) POLYESTER 4 SIGNAL WHITE(RAL9003) 175 175°F(79°C) POLYESTER 5 JET BLACK(RAL9005)-- 200 200oF(93oC) POLYESTER 7 LEAD COATED 286 286°F(141°C) 9 CHROME PLATED Eastern Hemisphere sales only. Available in 155'F(68'C)or 200°F (93'C)temperature rating only. TABLE C PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS Ordering Sprinkler Assemblies with NPT Recessed Escutcheon Thread Connections: Specify:Style(10 or 20) Recessed Es- Procedure Specify: Series TY-FRB (specify SIN), cutcheon with (specify") finish, P/N (specify K-factor), (specify) Horizontal (specify'). Contact your local distributor for avail- Sidewall or Vertical Sidewall Sprinkler, ability. When placing an order, indi- Standard Response, Standard Cov- "Refer to Technical Data Sheet TFP770 cate the full product name and Part erage, (specify) temperature rating, Sprinkler Wrench Number(P/N). (specify) finish or coating, P/N (spec- Specify: W-Type 6 Sprinkler Wrench, ify from Table C) P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2013 Tyco Fire Products,LP. All rights reserved. *"CD TEFLON is trademark of The DuPont Corporation. 'f Fire Protection Products i Steel Fire Sprinkler Pipe Wh@adand Tube JMC STEEL GROUP I I I Wheatland Tube Fire Sprinkler Products • i Wheatland Tube began producing steel fire sprinkler pipe in 1931, • • and today offers the most complete line of products in the industry. Engineers and contractors across the continent depend on us for • • steel fire sprinkler pipe and a number of proprietary products— always in stock and ready to deliver. 100%Compatibility Green and Sustainable We guarantee our steel pipe is 100% Our steel fire sprinkler pipe contains compatible with fire protection systems recycled steel and provides decades that use only steel pipe.Why risk of reliable service.At the end of its life, incompatibility?Wheatland's complete the steel may be almost fully recycled, line of steel sprinkler pipe makes design supporting your green policies. easy and brings you peace of mind.* The Strength to Deliver Accurate and Efficient Wheatland Tube is a division of Our products help you work safer and JMC Steel Group,the largest independent smarter—not harder.With our extensive manufacturer of steel hollow structural in-house capabilities,we offer the shortest sections(HSS)and steel pipe in North production cycle times in the industry,and America.We leverage our 100-plus years we deliver to you accurately and on time, of pipe and tube manufacturing experience every time. and expertise to produce two million tons of pipe and tube annually. Backed by JMC, Wheatland has the strength to deliver Tube has never warranted compatibility a complete line of steel fire sprinkler pipe 'Wheatland between its steel pipe products and CPVC products. that sets the industry standard. I I Schedule 10 and Schedule 40 High qualify, high performance Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe are subjected to the toughest possible testing to ensure the highest possible quality-not to mention reliable, long-lasting performance. y I' TECHNICAL DATA CHART WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOM ID LBS. H2O FILLED PCS./LIFT 21' 24' 25' 1'/4 1-442 1807 2.514 61 2315 2645 2756 Proprietary mill coating 11/2 1.682 2.087 3,049 61 2673 3055 3183 ensures clean, corrosion- 2 2,157 2,640 4.222 37 2051 2344 2442 resistant surface 21/2 2.635 3,534 5.895 30 2226 2544 2651 3 3.260 4.336 7.949 19 1730 1977 2060 Outperforms and 4 4.260 5.619 11.789 19 2242 2562 2669 outlasts standard 5 5.295 7.780 17,309 13 2124 2427 2529 lacquer-coated pipe 6 6.357 9.298 23.038 10 1953 2232 2325 8 8.249 16.96 40.086 7 2493 2849 2968 Easily painted, without special preparation SCHEDULE 10 SPECIFICATIONS NOMINAL Available with NPS NOM OD NOM ID NOMINAL WALL WEIGHT UL PIECES hot-dip galvanizing In. mm in. mm in. mm lbs,/ft. kg/m CRR* Lift 11/4 1,660 42.2 1442 36.6 A09 2.77 1.81 2,69 7.3 61 Also available in black 11/2 1.900 48.3 1,682 42.7 A09 2.77 2.09 3.11 5.8 61 2 2.375 60i3 2.157 54.8 A09 2.77 2.64 3.93 4.7 37 21/2 2.875 73.0 2.635 66.9 .120 3.05 3.53 5.26 3.5 30 3 3.500 88.9 3.260 82.8 .120 3.05 4.34 6A6 2.6 19 4 4.500 114.3 4.260 108.2 A20 3.05 5.62 8.37 1.6 19 5 5.563 141.3 5 295 1345 .134 3,40 7.78 11.58 1.5 13 6 6.625 168.3 6.357 161.5 .134 3.40 9.30 13.85 1.0 10 6 8.625 219.1 8 249 209.5 .188 4.78 16.96 25.26 2.1 7 'Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category V7ZY. WEIGHTS AND •The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe DIMENSIONS CHART is used as the benchmark(value of 1.0). NOMINAL SIZE OD SCHEDULE40 SCHEDULE 40 SPECIFICATIONS In Wall WL Wt./Ft. NOMINAL Inches lbs./ft. -H2O Filled NPS NOM OD NOM ID NOMINAL WALL WEIGHT UL PIECES 1 1.315 .133 1.68 2.055 In. mm In. mm In. mm Ibs./ft. kg/m CRR• Lift 11/4 1.660 .140 2.27 2.922 1 1.315 334 1.049 26.6 .133 3.38 1.68 2.50 100 70 11/4 1.660 42.2 1.380 351 A40 3.56 127 3.39 1.00 51 11/2 1.900 .145 2.72 3.602 11/2 1.900 48.3 1.610 40.9 .145 3.66 2.72 4.05 1,00 44 2 2.375 .154 3.66 5.109 2 2 375 60.3 2,067 52.5 .154 3.91 3.66 5,45 1.00 30 Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category V7ZY. 21/2 2.875 .203 5.80 7.871 •The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe 3 3.500 .216 7.58 10.783 is used as the benchmark(value of 7.0). 31/2 4.000 .226 9.12 - Schedule 10 and Schedule 40 Meet or Exceed These Standards: 4 4.500 .237 10.80 16.311 UL,C-UL and FM Listed ASTM A53,Ty pe E,Grade B(Schedule 40 5-6) 5 5.563 .258 14.63 23.262 FM Approved ASTM A795,Type E,Grade A(Schedule 40) 6 6.625 .280 18.99 31.498 ASTM A135,Type E, NFPA 13 Grade A(Schedule 10) I Mega-Flow Greater hydraulics, greater value Wheatland's Mega-Flow is an engineered, light-wall steel sprinkler pipe that offers ID up to 7% larger than Schedule 10 and 11% larger than Schedule 40 for improved hydraulics. Mega-Flow saves freight, labor and installation costs with standard hanger spacing (15') and standard and custom lengths. With its proprietary mill coating, Mega-Flow is an excellent alternative to standard wall products so you can downsize your entire sprinkler system with ID up to 7% larger than the same or greater quality. Schedule 10 and 11% larger than Schedule 40 TECHNICAL DATA CHART WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT Saves freight, labor and NPS NOM ID LBS. H2O FILLED PCS./LIFT 21' 24' 25' installation costs 11/4 1.530 1.108 1.904 61 1419 1622 1690 Standard hanger 1'/2 1.740 1.556 2,586 61 1993 2278 2373 spacing (15') 2 2.215 1961 3.631 37 1524 1741 1814 Available in standard 2'/2 2.707 2.504 4.998 30 1578 1803 1878 lengths; custom lengths 3 3.316 3.349 7.090 19 1336 1527 1591 can be ordered 4 4.316 4.331 10.669 19 1728 1975 2057 Roll groove available 6 6.395 8.000 21.900 10 1680 1920 2000 frorn mill inventory Proprietary mill coating SPECIFICATIONS provides superior NOM primer for printing NPS OD NOM ID UL CRR* MEGA-FLOW Mega-Flow Schedule-10 Schedule 40 Mega-Flow Schedule 40 Nominai Pcs./Lift wt./ft. 11/4 1.660 1.530 1442 1.380 180 1.00 1.108 61 11/2 1.900 1.740 1.682 1 610 264 1.00 1,556 61 2 2.375 2.215 2.157 2.067 214 1.00 1.961 37 2'h 2.875 2.707 2.635 2.469 1.43 1.00 2.504 30 3 3.500 3.316 3260 3.068 134 1.00 3.349 19 4 4.500 4.316 4.260 4.026 1.00 1.00 4.331 19 6 6.625 6 395 6 357 6.065 .75 100 8.000 10 Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category V/ZY. The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe is used as the benchmark(value of 1.0). Mega-Flow Meets or Exceeds These Standards: • ASTM A795,Type E, Grade A • NFPA 13, NFPA 14 • UL,C-UL and FM Listed for use with roll-grooved,plain-end couplings and welded joints for wet,dry preaction and deluge systems • FM Approved for roll-grooved,plain-end and welded joints for wet systems i Mega-Thread Greater hydraulics, greater value Wheatland's Mega-Thread is an engineered, light-wall steel ,( sprinkler pipe that offers ID 3.6% larger than Schedule 40 for superior flow. Mega-Thread saves costs in threadable applications and can be joined by screwed, grooved or plain-end fittings, or welded. With its proprietary mill coating, Mega-Thread is an excellent Schedule 40 alternative that threads smoothly and easily so you can downsize your entire sprinkler system with the ID 3.6% larger than same or greater quality. Schedule 40 Saves costs in TECHNICAL DATA CHART threadable applications WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOM ID LBS. H2O FILLED PCS./LIFT 21' 24' 25' Superior flow 1 1.067 1.462 1.865 70 2149 2456 2559 characteristics 1y4 1,416 1.989 2674 51 2130 2435 2536 Can be joined by 11/2 1.650 2.370 3.297 44 2190 2503 2607 screwed, grooved 2 2.117 3.094 4621 30 1949 2228 2321 or plain-end fittings, or welded SPECIFICATIONS Safer to weld than many NOM zinc-coated, light-wall NIPS OD NOM ID UL CRR* MEGA-THREAD threadable products Mega-Thread Schedule 40 Mega-Thread Schedule 40 L.W.T.Pipe Nominal Pes./Lift wt./ft. Threads smoothly 1 1.315 1.087 1,049 1.00 100 .61 1.462 70 and easily, requires 1% 1.660 1.416 1.380 L00 1.00 .39 1.989 51 no thread warning 1'h 1.900 1.650 1.610 1.00 100 .31 2.370 44 Proprietary mill coating 2 2375 2117 2.067 1.00 1.00 .25 3.094 30 extends shelf life, `Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category V7ZY. makes painting quicker The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe and easier is used as the benchmark(value of 7.0). Approved for standard Mega-Thread Meets or Exceeds These Standards: hanger spacing NFPA 13, NFPA 14 • ASTM A795,Type E, Grade A • UL, C-UL and FM Listed for wet,dry and preaction sprinkler systems • FM Approved for use in wet systems • Hot-dip galvanized meets FM requirements for dry systems • Rated 300 psi working pressure I GL Galvanized, Light Wall, Threadable Ideal for exposed. open areas Wheatland's GL steel fire sprinkler pipe is an OD galvanized, lighter-wall, threadable product. The nominal OD provides improved hydraulics—resulting in an exceptional value. TECHNICAL DATA CHART WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOM ID LBS. H2O FILLED PCS./LIFT 21' 24' 25' Ideal for branch line use 1 1.103 1.370 1.701 91 2616 2992 3117 in wet, dry, preaction or deluge systems 1'% 1.448 1.761 2.365 61 2256 2578 2666 1�/z 1.688 2.033 2.875 61 2604 2976 3100 Comparable mechanical 2 2.153 2686 4.142 37 2067 2385 2485 strength to Schedule 40 Readily pexteri r SPECIFICATIONS galvanized exterior NPS NOM ID UL THREADED CRR' GL Reduces freight Nominal GL Schedule 40 GL Schedule 40 Mega-Thread wt./ft. Pcs./Lift and installation costs 1 1103 1.049 61 1.00 1.00 1.370 91 11/4 1.448 1.380 .39 1.00 1.00 1.761 61 1�/a 1688 1,610 .31 1.00 1.00 2.033 61 2 2153 2.067 25 1.00 1.00 2.686 37 Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category V/ZY. ' The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe is used as the benchmark(value of 1.0). GL Meets or Exceeds These Standards: • ASTM A795,Type E, Grade A for fire sprinkler applications up to 300 psi working pressure • Threaded and welded fittings are approved in accordance with NFPA 13 • UL, C-UL and FM Listed for wet,dry and preaction deluge systems • FM Approved for use in wet systems _ •. 1 I I i MLT Black, Light Wall, Threadable A smooth, customized look Wheatland's MLT is a black-coated, light-wall engineered product, with a nominal OD and reduced wall thickness that provides improved hydraulics. TECHNICAL DATA CHART WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT NIPS NOM ID LBS. H2O FILLED PCS./LIFT 21' 24' 25' Ideal for previously 1 1.103 1.370 1701 91 2618 2992 3117 installed systems and 11/4 1448 1.800 2.365 61 2256 2578 2686 expansions 1�/2 1 688 2.080 2-875 61 2604 2976 3100 Easier and safer to weld 2 2153 2.630 4.142 37 2087 2385 2485 than Zinc-coated pipes Saves freight and SPECIFICATIONS installation costs NPS NOM ID UL THREADED CRR* MLT As mechanically strong MLT Schedule 40 MLT Schedule 40 Mega Thread Nominal Pcs./Lift wt./ft. as Schedule 40 pipe 1 1.103 1049 61 1.00 1.00 1.370 91 Easily paintable for a 1'/4 1.448 1.380 39 1.00 1.00 1.761 61 customized look 1�/2 1.688 1.610 .31 100 1.00 2033 61 2 2.153 2.067 .25 1.00 1.00 2.686 37 Can be used in wet, dry, p re a c t i o n and •Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VIZY. The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe deluge systems is used as the benchmark(value ofl.0). Can be joined with MLT Meets or Exceeds These Standards: threaded couplings, roll- ASTM A795, Type E,Grade A for fire sprinkler applications up to 300 psi working pressure o grooved r plain-end root/ or welded Threaded and welded fittings are approved in accordance with NFPA 13 coupl • UL, C-UL and FM Listed for wet,dry and preaction deluge systems • FM Approved for use in wet systems I �I WLS Schedule 30 Light Wall A faster alternative to Schedule 40 Wheatland's WLS Schedule 30 steel fire sprinkler pipe is a threadable, light-wall steel pipe approved for working pressures up to 300 psi. TECHNICAL DATA CHART WT./FT. PCS./l TON PCS./l TON NPS NOM ID WT./FT.LBS. H2O FILLED LIFT 21' LIFT 25' Finished in either black or 1 10e7 1.462 1e65 70 60 hot-dip galvanized 1% 1.426 1.928 2.621 55 45 When hot-dip galvanized, 11/2 1.650 2.370 3297 45 40 approved for dry 2 2.125 3.004 4.542 35 30 system applications Available in standard 21' SPECIFICATIONS or 25' lengths; custom lengths may be ordered NPS NOM OD NOM ID UL CRR• WLS WLS Schedule 10 Schedule 40 WLS Schedule 40 Nominal Pcs./ PCs./ Saves on freight and wt./ft. Uft21' Lift 25, Installation costs 1 1.315 1.087 N/A 1.049 .57 1.00 1.462 70 60 1% 1.660 1.426 1 442 1.380 .46 1.00 1.928 55 45 1�/2 1.900 1.650 1 682 1.610 64 1.00 2.370 45 40 2 2.375 2.125 2.157 2.067 .52 1.00 3.004 35 30 Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VlZY. WLS Meets or Exceeds These Standards: • ASTM A795,Type F,Grade A • Hot-dip galvanized meets FM requirements for dry systems • UL, C-UL and FM Listed • NFPA 13 • ANSI/ASME B1.2O.1 pipe threads i �. WST Light Wall Schedule 5 A high-strength, fihgt-waft sprinkler pipe Wheatland's Super Tube (WST) is a light wall Schedule 5 product that's UL and C-UL Listed, and FM Approved for use with standard roll groove and welded joining methods. M TECHNICAL DATA CHART WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOM ID LBS. H2O FILLED PCS./LIFT 21' 24' 25' Galvanized exterior finish to extend service life 1 ,.,Bs 0.669 1.346 91 1661 1898 1977 1'% 1.530 1.108 1.904 61 1419 1622 1690 Large ID for better 1'/a 1.770 1.275 2.340 61 1633 1867 1944 hydraulics and downsizing 2 2.245 1.605 3.319 37 1247 1425 1465 tubing requirements Super lightweight SPECIFICATIONS Outstanding hydraulics NPS NOMOD NOMID UL CRR* WST WST Schedule 40 WST Schedule 40 Nominal Pcs./Lift Fast installation wt./ft. 3/4 1050 0.920 0.824 3.35 1.00 OZ8 91 Approved for use with 1 1.315 1.185 1.049 2.17 1.00 0.87 91 flexible pipe couplings for the roll-grooved 1% 1660 1,530 1.380 1.40 1.00 ill 61 joining method 1'/a 1900 1.770 1,610 1.11 1.00 1.27 61 High corrosion- 2 2.375 2.245 2067, 090 100 1.60 37 `Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VIZY. resistance ratios 'The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe is used as the benchmark(value of 1.0).The average CRR values shown above are higher than any threaded sprinkler Standard hanger spacing pipe(except 2).WST's larger ID can often lead to superior hydraulics and down-sizing of pipe systems. WST Meets or Exceeds These Standards: • ASTM A795E,A135 • FM Approved • UL,C-UL and FM Listed • New York City MEA#259-91-M • Dade County, Florida, 92-1210 r -U► I E n heatland Tube �•j•.JMC Steel Group JMC STEEL GROUP N� !rpa era iuh�So.!utron_ 700 South Dock Street Corporate Office Sharon; Pig,16146 227 West Monroe Street 200.257.8182 26th Floor into:dwheatland.coirl Chicago. IL 60606 wheatland.com 31?_.275.1600 info�ajmcsteelgroup.com jmcsteelgroup.com About • Tube Wheatland Tube, a division of JMC Steel Group, produces a wide range of steel tubular products, inclading standard steel pipe, DOM mechanical tubing, fence framework, fire sprinkler pilpe, electrical conduit, elbows, couplings, nipples, oil country tubullar goods and fine pipe meeting API specifications. For more information, contact Wheatland Tube at: 800.-25Z8182 or • • • Or, visit our '• • • SFsn•os131 r l tqWorldwide www.tyco-fire.com Fire Protection Contacts Products RAPID RESPONSE Series LFII Residential 4.9 K-factor Pendent Sprinkler Wet Pipe and Dry Pipe Systems General adjustment provided by the Recessed Escutcheon reduces the accuracy to Description which the pipe drops to the sprinklers must be cut. TYCO RAPID RESPONSE Series The Series LFII Residential Sprinklers LFII Residential 4.9K Pendent and have been designed with heat sensi- Recessed Pendent Sprinklers(TY2234) tivity and water distribution charac- are decorative, fast response, frangi- teristics proven to help in the control ble bulb sprinklers designed for use of residential fires and to improve the in residential occupancies such as chance for occupants to escape or be homes, apartments, dormitories, and evacuated. hotels.When aesthetics and optimized Dry Pipe System Application flow characteristics are the major con- The Series LFII Residential Pendent sideration, the Series LFII Residential and Recessed Pendent Sprinklers Sprinklers(TY2234)should be the first offers a laboratory approved option Sprinkler choice. for designing dry pipe residential sprin- The Series LFII Residential Sprinklers kler systems,whereas,most residential Identification are intended for use in the following sprinklers are laboratory approved for scenarios: wet systems only. Number (SIN) • wet and dry pipe residential sprin- Through extensive testing, it has been TY2234 kler systems for one- and two-fam- determined that the number of design ily dwellings and mobile homes per sprinklers (hydraulic design area) for NFPA 13D the Series LFII Residential Pendent and Technical • wet and dry pipe residential sprinkler Recessed Pendent Sprinklers(TY2234) Data systems for residential occupancies need not be increased over the number up to and including four stories in of design sprinklers (hydraulic design Approvals height per NFPA 13R area)as specified for wet pipe sprinkler ULL Listed systems,as is accustomed for density/ (for use with wet pipe and dry pipe sys- • wet and dry pipe sprinkler systems area sprinkler systems designed per tems) for the residential portions of any NFPA 13. C-UL Listed occupancy per NFPA 13 (for use only with wet pipe systems) Consequently, the Series LFII Resi- all requirements of to The recessed version of the Series dential Sprinklers offer the features Certified ied to LFII Residential Sprinklers is intended of non-water filled pipe in addition I 61 for use in areas with finished ceilings. to not having to increase the number (Referto the Design Criteria section for de- It employs a two-piece Style 20 of design sprinklers (hydraulic tails on these approvals.) Recessed Escutcheon.The Recessed design area) for systems designed to Maximum Working Pressure Escutcheon provides 1/4 inch NFPA 13, 13D, or 13R. 175 psi(12,1 bar) (6,4 mm)of recessed adjustment or up Discharge Coefficient to 1/2 inch(12,7 mm)of total adjustment g from the flush ceiling position. The K=4.9 gpm/psili2(70,6 Ipm/bars/2) The Series LFII Residential Pendent Temperature Rating and Recessed Pendent Sprinklers 155T(68°C)or 175'F(79°C) (TY2234) described herein must be installed and maintained in compliance Finishes IMPORTANT with this document and the applicable Natural Brass,Pure White,Signal White,or Always refer to Technical Data standards of the National Fire Protec- Chrome Plated Sheet TFP700 for the "INSTALLER tion Association (NFPA), in addition to Physical Characteristics WARNING" that provides cautions the standards of any authorities having Frame ... . . .. .. .... ..... ... .. .Brass with respect to handling and instal- jurisdiction. Failure to do so may impair Button ... .... .. .... ..... ... . Copper lation of sprinkler systems and com- the performance of these devices. Sealing Assembly... . .. Beryllium Nickel ponents. Improper handling and w/TEFLON installation can permanently damage The owner is responsible for main- Bulb(3 mm)... ..... . ..... ... .. Glass a sprinkler system or its components taining their fire protection system Compression Screw. . .. ...... ..Bronze and cause the sprinkler to fail to and devices in proper operating con- Deflector.. ... . .... . .. ...... . .Bronze operate in a fire situation or cause it dition. Contact the installing contrac- to operate prematurely. for or product manufacturer with any questions. Page 1 of 6 MARCH 2O15 TFP400 TFP400 Page 2of6 7/16"(11,1 mm) 1/2„ ESCUTCHEON Components: NOMINAL NPT PLATE SEATING 2-7/8" DIA. 1 - Frame MAKE-IN SURFACE (73,0 mm) 2 - Button 3 - Sealing Assembly 1 4 - Bulb 5 Compression 2 Screw 7 2-1/4" 6 - Deflector* g�� A q (57,2 mm) I STYLE 20 J (41,3 mm) WRENC RECESSED Temperature 5 FLATSESCUTCHEON rating is � f indicated on 6 - Deflector. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS(TY2234) 2-7/8" DIA. 7/16t1/8" (73,0 mm) 1/2"(12,7 mm) (11,1±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) WRENCH RECESS FACE OF (57,2 mm) (END"A"USED SPRINKLER MOUNTING FOR TY2234) FITTING PLATE FIGURE 3 W-TYPE 6 1 SPRINKLER WRENCH WRENCH MOUNTING RECESS e�/ SURFACE 1/8, (3,2 mm) CLOSURE TY223a 1-3/8"(34,9 mm) 1-1/8"(28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER PUSH WRENCH IN ENSURE Operation Design ENGOAGEMENT The glass bulb contains a fluid that WITH SPRINKLER Criteria WRENCHING AREA expands when exposed to heat.When the rated temperature is reached, the The TYCO RAPID RESPONSE Series FIGURE fluid expands sufficiently to shatter the LFII Residential 4.9K Pendent and W-TYPE 7 RECESSED glass bulb, allowing the sprinkler to Recessed Pendent Sprinklers are UL SPRINKLER WRENCH activate and flow water. and C-UL Listed for installation in accordance with this section. System Types Residential Sprinkler Per the UL Listing, wet pipe and dry Design Guide pipe systems may be utilized. Per the When conditions exist that are outside C-UL Listing, only wet pipe systems the scope of the provided criteria, refer may be utilized. to the Residential Sprinkler Design Refer to Technical Data Sheet TFP485 Guide TFP490 for the manufactur- for the use of residential sprinklers in er's recommendations that may be residential dry pipe systems. acceptable to the local authority having Ceiling Types jurisdiction. Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13, as applicable. TFP400 Page 3 of 6 Hydraulic Design Installation Series LFII Residential (NFPA 13D and 13R) Pendent Sprinklers For systems designed to NFPA 13D TYCO RAPID RESPONSE Series The Series LFII Residential Pendent or NFPA 13R, the minimum required LFII Residential 4.9K Pendent and Sprinklers must be installed in accor- sprinkler flow rates are given in Recessed Pendent Sprinklers must dance with the following instructions: Tables A and B as a function of tem- perature rating and the maximum be installed in accordance with this Step 1.Install pendent sprinklers in the allowable coverage areas. The section. pendent position with the deflector par- sprinkler flow rate is the minimum General Instructions allel to the ceiling. required discharge from each of the Do not install any bulb type sprinkler Step 2. With pipe thread sealant total number of "design sprinklers" as if the bulb is cracked or there is a loss applied to the pipe threads, hand- specified in NFPA 13D or NFPA 13R. of liquid from the bulb.With the sprin- tighten the sprinkler into the sprinkler The number of design sprinklers" Her held horizontally,a small air bubble fitting. specified In NFPA 13D and 13R for wet should be present.The diameter of the pipe systems is to be applied when air bubble is approximately 1/16 inch Step 3. Tighten the sprinkler into the designing dry pipe systems. (1,6 mm). sprinkler fitting using only the W-Type Hydraulic Design 6 Sprinkler Wrench(Figure 3).With ref- (NFPA 13) A leak-tight 1/2 inch NPT sprinkler joint erence to Figure 1,apply the W-Type 6 For systems designed to NFPA 13,the should be obtained by applying a min- Sprinkler Wrench to the wrench flats. number of design sprinklers is to be imum-to-maximum torque of 7 to 14 Series LFII Residential the four most hydraulically demanding ft.-Ibs. (9,5 to 19,0 Nm). Higher levels Recessed Pendent Sprinklers sprinklers. The minimum required dis- of torque can distort the sprinkler Inlet The Series LFII Residential Recessed charge from each of the four sprinklers with consequent leakage or impairment Pendent Sprinklers must be installed is to be the greater of the following: of the sprinkler. in accordance with the following • The flow rates given in Table A or Do not attempt to compensate for instructions: B as a function of temperature insufficient adjustment in an Escutch- Step A. Install recessed pendent sprin- rating and the maximum allowable eon Plate by under-or over-tightening klers in the pendent position with the coverage area. the sprinkler. Re-adjust the position of deflector parallel to the ceiling. • A minimum discharge of 0.1 gpm/ft2 the sprinkler fitting to suit. over the "design area" comprised Step After installing the Style 20 of the four most hydraulically Mounting Plate over the sprinkler demanding sprinklers for actual threads and with pipe thread sealant coverage areas protected by the applied to the pipe threads, hand- tighten the sprinkler into the sprinkler four sprinklers. fitting. The number of design sprinklers speci- Step C. Tighten the sprinkler into the fied in NFPA 13 for wet pipe systems is sprinkler fitting using only the W-Type 7 to be applied when designing dry pipe Recessed Sprinkler Wrench (Figure 4). systems. With reference to Figure 1, apply the Dry Pipe System Water Delivery W-Type 7 Recessed Sprinkler Wrench When using the Series LFII Residential to the sprinkler wrench flats. Sprinklers (TY2234) in dry pipe sprin- kler systems, the time for water deliv- installed the finish coat has been ery must not exceed 15 seconds for the most remote operating sprinkler. applied, slide on the Style 20 Closure Obstruction to over the Series LFII Residential Sprin- kler and push the Closure over the Water Distribution Mounting Plate until its flange comes in Sprinklers are to be located in accor- contact with the ceiling. dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity Sprinklers are to be installed with a deflector-to-ceiling distance of 1-1/4 to 4 inches. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Table A or B) being hydraulically cal- culated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area,or 20 feet for a 20 ft.x 20 ft. coverage area). I I TFP40O Page 4 of 6 WET PIPE SYSTEM Minimum Flow and Residual Pressure(2)(3) Maximum Ordinary Temperature Rating Intermediate Temperature Rating Coverage 155°F Area (66°C) 175°F(79°C) Minimum Ft.x Ft. Flow Pressure Flow Pressure Deflector to Installation Spacing Ceiling Type Ft. (m x m) gpmpsi gpm psi (m) (1/min) (bar) (1/min) (bar) 12 x 12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 14x14 13 7.0 13 70 linches 4 inches (4,3 x 4,3) (49,2) (0148) (49,2) (0,48) Recessed Beamed using Style 20 16 x 16 13 7.0 13 7.0 Escutcheon or 8 (4,9 x 4,9) (49,2) (0,48) (49,2) (0,48) Ceilings per NFPA 13D non-recessed (2,4) er NFPA 13D, 18 x 18 17 12.0 17 12.0 or 13R P13R,or 13 (5,5 x 5,5) (64,3) (0,83) (64,3) (0,83) 1-1/4 to 1-3/4 inches below 20 x 20 20 16.7 20 16.7 bottom of (6,1 x 6,1) (75,7) (1,15) (75,7) (1,15) beam. Notes: 1. For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement is based on minimum flow in gpm (Ipm) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design under the Design Criteria section. 3. For NFPA 13 residential applications,the greater of 0.1 gpm/ft,2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS(TY2234) NFPA 13D, 13R,AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Maximum Minimum Flow and Residual Pressure(2)(3) Coveragge Ordinary Temperature Rating Intermediate Temperature Rating Area(t). 155°F(68°C) 175°F(79°C) Minimum Ft.x Ft. Flow Pressure Flow Pressure Deflector to Installation Spacing (m x m) Ceiling Type Ft. gpm psi gpm psi (m) (1/min) (bar) (1/min) (bar) 12 x 12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 14 x 14 14 8.2 14 8.2 1-1/4 nche 4 i (4,3 x 4,3) (53,0) (0,57) (53,0) (0,57) nches Recessed usinSle 16 x 16 15 9.4 15 9.4 Beamed Es u9 heon2or 8 (4,9 x 4,9) (56,8) (0,65) (56,8) (0,65) Ceilings non-recessed (2,4) per NFPA 13D per NFPA 13D, 18 x 18 18 13.5 18 13.5 or 13R 13R,or 13 (5,5 x 5,5) (68,1) (0,93) (68,1) (0,93) 1-1/4 to 1-3/4 inches below 20 x 20 21 18.4 21 18.4 bottom of (6,1 x 6,1) (79,5) (1,27) (79,5) (1,27) beam. Notes: 1. For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement is based on minimum flow in gpm (Ipm) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design under the Design Criteria section. 3. For NFPA 13 residential applications,the greater of 0.1 gpm/ft.z over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS(TY2234) NFPA 13D, 13R,AND 13 HYDRAULIC DESIGN CRITERIA TFP400 Page 5 of 6 Care and Limited Ordering Maintenance Warranty Procedure TYCO RAPID RESPONSE Series For warranty terms and conditions,visit Contact your local distributor for avail- LFII Residential 4.9K Pendent and www.tyco-fire.com. ability.When placing an order,indicate Recessed Pendent Sprinklers must be the full product name and part number maintained and serviced in accordance (P/N). with this section: Sprinkler Assemblies Before closing a fire protection system Specify: Series LFII 4.9K Residential main control valve for maintenance Pendent Sprinkler (TY2234), (specify work un Lhe fire prulecliun system that temperature rating),with(specify)finish, it controls,permission to shut down the P/N (specify): affected fire protection system must be obtained from the proper authorities 155°F(66°c) and notify all personnel who may be Natural Brass..............P/N 51-201-1-155 affected by this action. Pure White(RAL 9010).......P/N 51-201-3-155 Signal White(RAL 9003).....P/N 51-201-4-155 Absence of the outer piece of an Chrome Plated.............P/N 51-201-9-155 escutcheon, which is used to cover 175°F(79°c) a clearance hole, can delay sprinkler Natural Brass..............P/N 51-201-1-175 operation in a fire situation. Pure White(RAL 9010)'......P/N 51-201-3-175 The owner must assure that the s rin- Signal White(RAL 9003) .....P/N 51-201-4-175 p Chrome Plated.............P/N 51-201-9-175 klers are not used for hanging any Eastern Hemisphere sales only objects and that the sprinklers are only cleaned by means of gently dusting Recessed Escutcheon with a feather duster; otherwise, non- Specify: Style 20 Recessed Escutch- operation in the event of a fire or inad- eon with(specify`)finish, P/N(specify*) vertent operation may result. -RefertoTechnical Data SheetTFP770. Sprinklers which are found to be Sprinkler Wrenches leaking or exhibiting visible signs of Specify: W-Type 6 Sprinkler Wrench, corrosion must be replaced. P/N 56-000-6-387 Automatic sprinklers must never be Specify: W-Type 7 Sprinkler Wrench, painted, plated, coated, or other- P/N 56-850-4-001 wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated,should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage,or the like,must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion section). The owner is responsible for the inspection,testing,and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction.Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. i - - , _ .. TFP400 Page 6 of 6 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 Copyright©2015 Tyco Fire Products,LP. All rights reserved. [�C� TEFLON is trademark of the DuPont Corporation. rqu Protection Products V/ WASHINGTON STATE CERTMCATE OF GO,v%PETE.\CV FIRE FROTF..CCIO 'SFRINKLER SYSTEMS 6616-01�C Off--0f Slate Fire Marsnal r UNLIMM1006 I Expires 1 12.'3t/16 siaratu(e SEAL MUST BE SIGNED AND DATFr) TO BE VALID Fire Protection by Computer Design UMI FIRE PROTECTION PO BOX 1457 MARYSVILLE, WA 98270 Job Name PARK 77 A AREA 1 Building Location System Contract Data File PARK 77 A AREA 1.WXF Received OCT 14 2016 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 k In It - n .• - N U (D rn OD 000 CDM� T 0 M W c; 0' a7 LO 0 O �0�000� CO T T c 3: N E O Ca N CLLn co C O ° E E E E mLO M O CD N (D Co W U)U) U) �rNN OM cu 0300020U) E a) Q w 0 Cl) 0 o Q 0 M o Z) v 2 Z E co s c O O L cM 0 U C U LO 4) c O r 0< 2 � >Z E O m J pm LL O a 0 O a N E O U O O O O N 0O01,-1fOj 7 O () D LO Z N N O r p U n LL o U C) o U).- � � T ~O � L � CN Q Q CD O n Q MTNN LO (n W �UUU o 0 0 0 0 0 LO 'It M N T 0 O O 0 o O 0 0 0 0 = a- W W U1 U) W I 2 000 _ \ % o00 CN4 _ o00 2f Ic e 000 3 coo coo 3 000 000 \ g = 000 \ 2 ± LO 000 a E k e o0o G � / 0o E o Q cn CD 0 \ n 22 � ELL 7 § J ( t� d a 22 = � = 2 = 3- ) § § /k \ � � \ _�\ E § '£ m ± LL § LL - § % off } � z = o .- 7 7 $ _ \ � ° CL ° co co �\ a) 0 E � m7777 @ z } \ = ) C0 = ma) / _ _( � _ _ � � _ _ 2 f / m ta) c = / m \ d � � / E k ` E 2w� � $ k� 23aJ \ E 0 k Co @ C a) -Ie o 0 = � _ « - \� n � \ 7777 C-LmE f ° m § � omo3 % 2 E n E ALL k / 3 � � E > ,C0 co- . U) cnc U) C 2 - � k / ® @ _ £ _ 2 >55 } 03: § 2 § f_ % = 2 � 0f/2 = k0 � k / 2 / ui \ \\/CD� \/ MCU \ Off a � 2 a 2 E f < t � \ 2k § /}} kE \ 6 \ EfE / 2 L ¥ &z E000 < E = o = = o \ ƒ \ f ) \ \ \ \ / 2I f£ C . 7 � E � u / 520 = e g � E< Izo ± w = / 2 ƒ � 2 J% / m $ Pressure / Flow Summary - STAND UMI FIRE PROTECTION Page 3 PARK 77 A AREA 1 Date 4-29-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S1 29.417 49 12.0 na 16.97 0.05 100 12.0 S2 29.417 49 13.7 na 18.14 0.05 100 12.0 S3 29.417 4.9 19.04 na 21.38 0.05 100 12.0 S4 29.417 49 24.89 na 24.44 0.05 100 12.0 R13 29.417 30.18 na T2 29.417 26.41 na T1 29.417 26.19 na R12 19.375 35.44 na R11 9.5 41.1 Ila R23 29.417 29.56 na R22 19.375 34.75 na R21 9.5 39.5 na XX1 9.5 41.93 na TOR 9.5 43.71 na BF 4.0 49.34 na SPIG 1.0 56.66 na WM -5.0 61.56 na CITY -5.0 71.82 na 100.0 The maximum velocity is 30.21 and it occurs in the pipe between nodes S3 and T1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fidal Calculations - Hazen-William") UMI FIRE PROTECTION Page 4 PARK 77 A AREA 1 Date 4-29-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "'"' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S1 16.97 0.874 R 1.0 10.000 12.000 K Factor=4.90 to 150.0 0.0 1.000 0.0 S2 16.97 0.1546 0.0 11.000 1.701 Vel = 9.08 S2 18.14 0.874 R 1.0 8.000 13.701 K Factor=4.90 to 150.0 0.0 1.000 0.0 S3 35.11 0.5933 0.0 9.000 5.340 Vel = 18.78 S3 21.38 0.874 0 3.0 2.000 19.041 K Factor=4.90 to 150.0 0.0 3.000 0.0 T1 56.49 1.4302 0.0 5.000 7.151 Vel = 30.21 0.0 56.49 26.192 K Factor= 11.04 S4 24.44 0.874 0 3.0 2.000 24.888 K Factor=4.90 to 150.0 0.0 3.000 0.0 T2 24.44 0.3036 0.0 5.000 1.518 Vel = 13.07 0.0� 24.44 26.406 K Factor= 4.76 R13 -41.32 1.394 4R 4.0 27.750 30.182 to 150.0 N 8.0 18.000 0.0 T2 -41.32 -0.0825 0 6.0 45.750 -3.776 Vel = 8.69 T2 24.45 1.394 2R 2.0 11.580 26.406 to 150.0 0.0 2.000 0.0 T1 -16.87 -0.0158 0.0 13.580 -0.214 Vel = 3.55 T1 56.49 1.394 5R 5.0 25.080 26.192 to 150.0 N 8.0 19.000 0.0 R23 39.62 0.0764 0 6.0 44.080 3.367 Vel = 8.33 0.0 39.62 29.559 K Factor= 7.29 R12 -10.57 1.394 14R 14.0 62.170 35.439 to 150.0 20 12.0 42.000 0.0 R22 -10.57 -0.0066 2N 16.0 104.170 -0.691 Vel = 2.22 0.0 -10.57 34.748 K Factor= -1.79 R13 41.32 1.394 R 1.0 10.000 30.182 to 150.0 0.0 1.000 4.349 R12 41.32 0.0825 0.0 11.000 0.908 Vel = 8.69 R12 10.57 1.394 R 1.0 10.000 35.439 to 150.0 0.0 1.000 4.277 R11 51.89 0.1257 0.0 11.000 1.383 Vel = 10.91 R11 0.0 1.394 0 6.0 0.583 41.099 to 150.0 0.0 6.000 0.0 XX1 51.89 0.1259 0.0 6.583 0.829 Vel = 10.91 0.0 51.89 41.928 K Factor= 8.01 R23 39.62 1.394 R 1.0 10.000 29.559 to 150.0 0.0 1.000 4.349 R22 39.62 0.0764 0.0 11.000 0.840 Vel = 8.33 R22 -10.57 1.394 R 1.0 10.000 34.748 to 150.0 0.0 1.000 4.277 R21 29.05 0.0430 0.0 11.000 0.473 Vel = 6.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 •� r � - �� Final Calculations - Hazen-William' `1 UMI FIRE PROTECTION Page 5 PARK 77 A AREA 1 Date 4-29-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R21 0.0 1.598 14R 14.0 61.830 39.498 to 150.0 20 16.0 48.000 0.0 XX1 29.05 0.0221 2N 18.0 109.830 2.430 Vel = 4.65 XX1 51.89 2.003 R 1.0 14.460 41.928 to 150.0 N 11.0 22.000 0.0 TOR 80.94 0.0490 0 10.0 36.460 1.786 Vel = 8.24 TOR 0.0 2.003 Fsp 0.0 5.000 43.714 to 150.0 0.0 0.0 5.382 ** Fixed Loss= 3 BF 80.94 0.0490 0.0 5.000 0.245 Vel = 8.24 BF 0.0 2.003 Zaa 0.0 4.000 49.341 to 150.0 0.0 0.0 7.123 ** Fixed Loss = 5.824 SPIG 80.94 0.0492 0.0 4.000 0.197 Vel = 8.24 SPIG 0.0 1.985 0.0 45.000 56.661 to 150.0 0.0 0.0 2.599 WM 80.94 0.0512 0.0 45.000 2.304 Vel = 8.39 WM 0.0 1.985 0.0 5.000 61.564 to 150.0 0.0 0.0 10.000 * * Fixed Loss= 10 CITY 80.94 0.0512 0.0 5.000 0.256 Vel = 8.39 100.00 Qa = 100.00 180.94 71.820 K Factor= 21.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIRE PROTECTION BUREAU—PLAN REVIEW PO Box 42600 r; L"�� , Olympia WA 98504-2600 Ws,.NO'oN s'A"PA"'� (360)596-3911 FAX: (360) 596-3934 NFPA 13 SPRINKLER INSTALLATION CERTIFICATION Permit#: 1428-Building# 0 Date: '-/a-� Property Protected System Installer System Supplier Business Name: Park 77Park 77 ApartmentslUnllmited Mechanical, Supply Mechanical, Inc. Supply Address: 20227 77th Ave7 77th Ave NE PO Box 1457�PO Box 1419Box 1457�PO Box 1419 Arlington,WAArlington,WA.98223�Marysville,WA. 98270�Thomasville,GA. 31799WA. 98270�Thomasville,GA. 31799 Representative: Wayne Williams Telephone: �360-657-2182�657-21822 Location of Plans: GC Office Location of Owner's Manual: Riser Room 1. Certification of System Installation: Complete this section after the system is installed, but prior to conducting operational acceptance tests. This system installation was inspected and found to comply with the installation requirements of: NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify: FM, UL,etc.) Print Name: Wayne Williams Signed: �' L« 'a.,..<. Date: 7/�7 -,� !{ Organization: Unlimited Mechanical, Inc. 2. Certification of System Certification of System Operation: All operational features and functions of this system were tested and found to be onerating properly in accordance with the requirements of: 14 NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify) Print Name: Wayne Williams Signed: _��' � s Date: 7/ Organization: Unlimited Mechanical, Inc. Sprinkler Information for Storage in 2002 NFPA 13, Chapter 12 and IFC Chapter 23 3000-420-105 7107 Automatic Sprinkler Systems FORM 2-1 Contractor's Material and Test O Certificate for Aboveground Piping Date: �/ s� Property Name: Park 77 Apartments Property Address: 20227 77th Ave NE-Arlington,WA.98223 Procedure Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and the system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authori- ties, owners, and contractors. It is understood that the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Plans Accepted by[approving authority's name(s)] City of Arlington Address 238 N Olympic Ave-Arlington,WA.98223 Installation conforms to accepted plans? ❑+ Yes ❑ No Equipment used is approved? ❑� Yes ❑ No If no, explain deviations. Instructions Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? E Yes ❑ No If no, explain. Have copies of appropriate instructions and care and maintenance charts and NFPA 13 been left on premises? Z Yes ❑ No If no, explain. Location of System Supplies building(s) Sprinklers Year of Orifice Temperature Make Model Manufacture Size Quantity Rating Two.- TY2234 LFII Res Rec Pend-White 3/8 44 155* Tvco: TY2335 SWhite1/2 12 155* Tvco: TY2234 i P11 Rpq Rpr Po -Whifn 3/8 12 175* Tvco: TY2334 LFII Res Rec S/W White 3/8 32 175* Pipe and Fittings Pipe conforms to NFPA 13 standard. 0 Yes ❑ No Fittings conform to NFPA 13 standard. 0 Yes ❑ No If no, explain. PAGE 1 of 3 Copyright©2000 National Fire Protection Association I Automatic Sprinkler Systems FORM 2-) Contractor's Material and Test O Certificate for Aboveground Piping (coat.) Alarm Valve or Flow Indicator Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Min. Sec. Water Flow Potter VSR 30-45 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial No. Make Model Serial No. Time to Trip Trip Point Time Water Alarm Through Water Air Air Reached Operated Test Pipe* Pressure Pressure Pressure Test Outlet* Properly Min. Sec. Psi (Bar) Psi(Bar) Psi(Bar) Min. Sec. Yes No Without Q.O.D. With Q.O.D. If no, explain. Deluge and Preaction Valves Operation ❑ Pneumatic ❑ Electric ❑ Hydraulic Piping supervised? ❑ Yes ❑ No Detecting media supervised? ❑ Yes ❑ No Is there an accessible facility in each circuit for testing? ❑ Yes ❑ No If no, explain. Does each circuit operate Does each circuit Maximum Time to supervision loss alarm? operate valve release? Operate Release Make Model Yes No Yes No Min. Sec. Test Description HYDROSTATIC:Hydrostatic tests shall be made at not less than 200 psi (13.6 bar)for two hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.2 bar)for two hours. Differential dry pipe valve clappers shall be left open during test to prevent damage.All aboveground piping leakage shall be stopped. FLUSHING:Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 400 gpm (1514 L/min)for 4-in. (102-mm) pipe, 600 gpm (2271 L/min)for 5-in. (127-mm) pipe, 750 gpm (2839 L/min)for 6-in. (152-mm) pipe, 1000 gpm (3785 L/min)for 8-in. (203-mm) pipe, 1500 gpm (5678 L/min)for 10-in. (254-mm) pipe and 2000 gpm (7570 L/min)for 12-in. (305-mm) pipe. When supply cannot produce stipulated flow rates, obtain maximum available. *Measured from time inspector's test pipe is opened. PAGE 2 of 3 Copyright Q 2000 National Fire Protection Association i - ii i i i - - - Automatic Sprinkler Systems FORM 2-J Contractor's Material and Test O )] Certificate for Aboveground Piping (coast.) Test Description (cont.) PNEUMATIC.Establish 40 psi(2.7 bar)air pressure and measure drop, which shall not exceed 1112 psi (0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1112 psi (0.1 bar) in 24 hours. Tests All piping hydrostatically tested at 200+ psi (bar)for 2 hrs. Dry piping pneumatically tested? ❑ Yes ❑ No Equipment operates properly? ❑ Yes ❑ No If no, state reason. Drain test—Reading of gauge located near water supply test pipe: Static pressure: 65 psi (bar) Drain test—Residual pressure with valve in test pipe open wide: 55 psi (bar) Underground mains and lead-in connections to system risers flushed before connections made to sprinkler piping Verified by copy of the U Form No. 85B 0 Yes ❑ No ❑ Other Flushed by installer of underground sprinkler piping ❑+ Yes ❑ No ❑ Other If other, explain. Blank Testing Gaskets Number used Locations NIA Number removed Welding Welded piping? ❑ Yes ❑ No If yes, Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that the welding was performed by welders qualified in com- pliance with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, that openings in piping are smooth, that slag and other welding residue are removed, and that the internal diameters of piping are not penetrated? ❑ Yes ❑ No Hydraulic Data Nameplate Nameplate provided? R] Yes ❑ No If no, explain. Remarks Date left in service with all control valves open: Sprinkler Contractor: Unlimited Mechanical, Inc. Signatures of Test Witnesses For property owner (signed) Title Date For sprinkler contractor(signed)_ �,� ..i) .�✓ _ Title President Date I PAGE 3of3 Copyright©2000 National Fire Protection Association t 2625 Delta Ring Road,Suite 1 Ferndale,WA 98M N S U I. AT 10 Ph:(360)3663472 Fax:(360)3663473 Email:ln(o@coastinsuiation.net INSULATION CERTIFICATE This is to certify that in conformance with the current"Thermal Performance Standards Washington Energy Code", chapter 51.11 WAC, Revised 2015 and approved plans, I have reviewed the energy package and certify that It has been installed in accordance with those standards in the building located at: E=el Pacific Arlington Park 77 Building 1 DESCRIPTION OF INSTALLATION Exterior Walls 2x6 Type of Material Fiberglass Manufacturer Knauf Thickness 5.6 R-value R-21 Square Feet Covered 6070 Sbped Ceilings Type of Material Spray Foam Manufacturer BASF Thickness C�R-value R-21 Square Feet Covered 0 Sloped Ceilings Type of Material Fiberglass Manufacturer Knauf Thickness 10.25"!12" R-value R-38 Square Feet Covered 1064 Flat Ceilings-Batted Type of Material Fiberglass Manufacturer Knauf IThIckness 8.26" R-value R-30 Square Feet Covered 512 Flat Ceilings-Blown Type of Material I Fiberglass Imanufacturer I Knauf IThickness 16" R-value R�6 Square Feet Covered 1986 Flat Ceilings Type of Material Spray Foam Manufacturer BASF Thickness R-value 512 512 X. Infiltration-All openings In exterior wails caulked or sealed X Slab thermal break created Vapor barriers Installed per code I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FORGOING IS TRUE AND CORRECT. General Contractor Contractor's Registration No. By: Title: Sub-Contractor: COAST INSULATION,LLC Contractors Registration No. COASTIL956K7 By: l /V y \C.U) Title: Office Manager Date: 05101118 # !Z32 "� 2625 Delta Ring Road,Suite 1 Ferndale,WA 98248 N S IJ L A T l 0 Ph:(360)366-3472 Fax:(360)3663473 Email:inT coastinsulation.not INSULATION CERTIFICATE This is to certify that in conformance with the current"Thermal Performance Standards Washington Energy Code",chapter 51.11 WAC, Revised 2015 and approved plans, I have reviewed the energy package and certify that it has been installed in accordance with those standards in the building located at: Exxel Pacific Arlington Park 77 Building 2 DESCRIPTION OF INSTALLATION Exterior Walls 2x6 Type of Material Fibarglass Manufacturer Knauf Thickness 6.5 R-value R-21 Square Fast Covered 9900 Sloped Collings Type of Material Spray Foam Manufacturer BASF Thickness �3�__ R-value R-21 Square Feet Covered 0 Sloped Collings Type of Material Flber lase Manufacturer Knauf Thickness 10.25"112" R-value R38 Square Feet Covered 0 Flat Ceilings-Batted Type of Material Fiberglass Manufacturer Knauf Thickness 8.—WEIR-value R30 Square Feet Covered 0 Flat Ceilings-Blown Type of Material Fiberglass Manufacturer Knauf Thickness 76" R-ralue R49 Square Feet Covered Selig Flat Ceilings Type of Material I Spray Foam Imanufacturer BASF Thickness R-value R-14 0 X Infiltration-All openings In exterior walls caulked or sealed X Slab thermal break created Vapor barters installed per code I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FORGOING IS TRUE AND CORRECT. General Contractor Contractor's Registration No. By: Title: Sub-Contractor:: 1 /+ COAST INSULATION,LLC Contractor's Registration No. COASMLS56KT IL By. Z: 11 l U AA,� Title: Office Manager Date: 05/01/18 I V it 2625 Delta Ring Road,Suite 1 Femdale,WA 98248 N s U L AT 10 Ph:(360)366-3472 Fax:(360)366-3473 Emall:Info@coastinsulation.not INSULATION CERTIFICATE This is to certify that In conformance with the current"Thermal Performance Standards Washington Energy Code",chapter 51.11 WAC, Revised 2015 and approved plans, I have reviewed the energy package and certify that it has been Installed in accordance with those standards in the building located at: Exxel Pacific Arlington Park 77 Building 3 DESCRIPTION OF INSTALLATION Exterior wells 2x6 Typo of Material Fiber lass Manufacturer Knauf Thickness 6.6 R-valuo R-21 Square Feat Covered 8970 Sloped Callings Typo of Material Spray Foam Manufacturer BASF Thickness �R-value R-21 Square Feet Covered 0 Sloped Ceilings Type of Material Fiber lass Manufacturer Knauf Thickness 10.25'71T' R-vaiuo R-38 Square Fast Covered 0 Flat Callings-Batted Typo of Material I Fiberglass IManufacturer Knauf Thickness 8.26" R-value R-30 Square Feet Covered 680 Ftat Ceilings-Blown Typo of Material I Fiber lass Manufacturer Knauf Thickness 18" R-value R�9 Square Feet Covered 2863 FlatCellings Type of Material Spray Foam IManufacturor BASF Thickness R-value R-14 580 x Infiltration-All openings In exterior walls caulked or sealed x Slab thermal break created Vapor barters Installed per code I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FORGOING IS TRUE AND CORRECT. General Contractor Contractor's Registration No. By: Tine: Sub-Contractor: COAST INSULATION,LLC Contractors Registration No. COASTIL956K7 By: ( MC Title: Office Manager Date: 06/01/18 I� I r 2625 Della Ring Road,Suite 1 Femdal%WA 98M V t A T fC Ph:(360)3663472 Fax:(360)3663473 Email:lnfo@coastinsulation.net INSULATION CERTIFICATE This is to certify that In conformance with the current"Thermal Performance Standards Washington Energy Code", chapter 51.11 WAC, Revised 2016 and approved plans, I have reviewed the energy package and certify that It has been installed in accordance with those standards in the building located at Exxel Pacific Arlington Park 77 Building 4 DESCRIPTION OF INSTALLATION Exterior Walls 2x6 Type of Material Fiberglass IManufacturer Knauf Thickness ti.5 R-value R-21 Square Feet Covered 6240 Sloped Callings Type of Material Spray Foam Manufacturer BASF Thickness �R-value R-21 Squate Feet Covered 0 Sloped Collings Type of Material I Fiberglass Manufacturer Knauf Thickness 10.26'/12' Rrvalue R38 Square Feet covered 0 Fiat Ceilings-Batted Type of Material I Fiberglass IManufacturer Knauf Thickness 8 26" R-value R-30 Square Feet Covered 864 Flat Ceilings-Blown Type of Material I Flbe less Manufacturer Krtauf Thickness 16' R-value FW1 Square Feet Covered Flat Callings Typo of Material Spray Foam Manufacturer BASF Thickness �R-value 864 864 X Infiltration-All openings in exterior walls caulked or sealed X Slab thermal break created Vapor barriers Installed per code I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FORGOING IS TRUE AND CORRECT. General Contractor Contractor's Registration No. By: Title: Sub-Contractor: COAST INSULATION,LLC Contractors Registration No. COASTIL958K7 By: l i1C;� , '� Title: Office Manager Date: 05/01/18 / z 34e 7L#A � 2625 Delta Ring Road,Suite 1 Ferndale,WA 96248 N S U T 10 Ph:(360)366-3472 Fax:(360)3664473 Em a11:1 nfo&oastinsulation,net INSULATION CERTIFICATE This is to certify that in conformance with the current'Thermal Perforrnance Standards Washington Energy Code", chapter 51.11 WAC, Revised 2015 and approved plans, I have reviewed the energy package and certify that It has been installed In accordance with those standards in the building located at: Exxel Pacific Arlington Park 77 Building 6 DESCRIPTION OF INSTALLATION Exterior Walls 2x6 Type of Material Fiberglass Manufacturer Knauf Thickness 6.5 R-value R-21 Square Feet Covered 6670 Sloped Ceilings Type of Material Spray Foam Manufacturer BASF Thickness Square Fed Fe Covered R-21 Square Feet Covered 0 Sloped Ceilings Type of Material Fiber lass Manufacturer Knauf Thickness 10.26"/17' R-value R.98 Square Feet Covered 0 Flat Ceilings-Batted Type of Material F Fibe lass Manufacturer Knauf Thickness Fl.26" R-value R-30 Square Feet Covered 580 Flat Ceilings-Blown Type of Material I Fiberglass IManufacturer I Knauf IThickness 16" R-value R-49 Square Feet Covered 2863 Flat Cellings Type of Material Spray Foam Manufacturer I BASF IThickness �r�R-value R-14 580 x Infiltration-All openings In exterior walls caulked or sealed X Slab thermal break created Vapor barriers Installed per code 1 CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FORGOING IS TRUE AND CORRECT. General Contractor Contractor's Registration No. By: Title: Sub-Contractor. COAST INSULATION,LLC Contractor's Registration No. COASTIL96GK7 By: 91 m" Title: Office Manager Date: 06/01118 i 123-7 2626 Delta Ring Road,Suite 1 Ferndale,WA 68248 7NSULATIO Ph:(360)36634T2 Fax:(360)3663473 Emall:info oasttnsulation.net INSULATION CERTIFICATE This Is to certify that in conformance with the current"Thermal Performance Standards Washington Energy Code",chapter 51.11 WAC, Revised 2015 and approved plans, I have reviewed the energy package and certify that It has been Installed in accordance with those standards in the building located at: Exxel Pacific Arlington Park 77 Building 7 DESCRIPTION OF INSTALLATION Exterior Walls 2x6 Type of Material Fiberglass Manufacturer Kneuf Thickness 6.6 R-value R-21 Square Feet Covered 6870 Sloped Collings Type of Material Spray Foam Manufacturer BASF Thickness R-v ad -21 0 R 0 Square Feet Covered Sloped Ceilings Type of Material I Fiberglass IManufacturer Knauf Thickness 10.26"/12" Rrdalue R-38 Square Fast Covered 0 Flat Ceilings-Batted Type of Material I Fiberglass Manufacturer Knaut Thickness 6.26" R-value R30 Square Feet Covered 680 Flat Ceilings-Blown Type of Material Fiberglass IManufacturer ®Thickness 16" R-value R39 Square Feet Covered 2683 Flat Ceilings Type of Material Spray Foam Manufacturer BASF Thickness R-value R-14 580 x Infllbatlon-All openings In exterior walls caulked or sealed x Slab thermal bras created Vapor barriers Installed per code I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FORGOING IS TRUE AND CORRECT. General Contractor Contractors Registration No. By: Title: Sub-Contractor. COAST INSULATION,LLC Contractors Registration No. COASTIL9561(7 By: RC:� Title: Office Manager Date: 05101l1 t1 2628 Delta Ring Road,Suite 1 Ferndale,WA 982a N S LI ZLNT 5106 Ph:(360)3663472 Fax:(360)3663473 Email:lnfo@coastinaulatlon net INSULATION CERTIFICATE This is to certify that in conformance with the current"Thermal Performance Standards Washington Energy Code",chapter 51.11 WAC, Revised 2015 and approved plans, I have reviewed the energy package and certify that it has been installed In accordance with those standards in the building located at: Exxei Pacific Arlington Park 77 Building 8 DESCRIPTION OF INSTALLATION Exterior Walls 2x6 Type of Material Fiberglass Manufacturer Knauf Thickness 6 8 Raralue R-21 Square Feet Covered Soso Sloped Collings Type of Material Spray Foam Manufacturer BASF Thickness ®R-value R-21 Square Feet Covered 0 Sloped Collings Type of Material Fiberglass iManufacturer Knauf Thickness 10.26"112" R-value R38 Square Feet Covered 0 Flat Collings-Batted Type of Material I Fiberglass IManufacturer Knauf Thickness 8.26" R-value R30 Square Feet Covered 888 Fiat Ceilings-Blown Type of Material I Fiberglass Manufacturer Knauf Thickness 1ti' R-value R-49 Square Feet Covered 3689 Flat Ceilings Type of Material Spray Foam IManufacturer BASF Thickness �R-value R-14 585 X Infiltration-All openings in exterior walls caulked or sealed x Slab thermal break created Vapor barriers Installed per code I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FORGOING IS TRUE AND CORRECT. General Contractor Contractors Registration No. By: Title: Sub-Contractor.. COAST INSULATION,LLC Contractors Registration No. COASTIL966K7 By: CLU Title: Office Manager Date: 06/01118 2626 Delp Ring Road,Suite 1 ti- 4 Ferrldele,WA M248 Ph:PW)3"72 Fax:(M)066-W3 Emsll;lnf timulation.net INSULATION CERTIFICATE This is to certify that In conformance with the current"Thermal Performance Standards Washington Energy Code",chapter 51.11 WAC, Revised 2012 and approved plans,l have reviewed the energy package and certify that It has been installed In accordance with those standards In the building located at Exxel Pacific BUILDER/DEVELOPMENT 2020177th Ave.NE Building 9 ADDRESS OF PROPERTY DESCRIPTION OF INSTALLATION Exterior wails Type of Material Fiberglass IMmufacturer Knauf Thickness 6.tf" R-value R21 Sloped Celgng Square Feet Covered Type of Material Fiberglass Manufacturer Kosuf Thickness 12" R vslus Square Feet Covered Fist Ceilings Blown Type of Material Fiberglass Manutaclurer Knauf Thickness 14.23" R-value R�6 Flat Ceiling Square Feat Covered a666 Type of Material Fiberglass _manufacturer Knauf Thickness ttf" R-value I—_J Subibor Square Feet Covered —J Type of Material Fiberglass Manufacturer Knauf Thickness 9.S" R•value R.10 Square Feet Covered X Infiltration-All openings in exterior walls caulked or sealed Slab ttiermal break created Vapor barriers installed per code I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHIN&ON THAT THE FORGOING IS TRUE AND CORRECT. General Contractor _Contractors Registration No. By: Title: Sub-Contractor. coast InsulaUon LLC Contractors Registration No. COASTI1-9156K7 By., e 114 Title: Office Administrator Data: 09/11/17 »oy., 4111,�,,, ts Peru . FIRE PROTECTION BUREAU—PLAN REVIEW PO Box 42600 Olympia WA 98504-2600 'a• (360)596-3911 FAX: (360) 596-3934 NFPA 13 SPRINKLER INSTALLATION CERTIFICATION Permit#: 1428-Building# N Date: 05/04/2018 Property Protected System Installer System Supplier Business Name: Park 77 Apartments lUnlimited Mechanical. Inc. HU Supply Address: 20227 77th Ave NE PO Box 1457 PO Box 1419 Arlington,WA.98223 Marysville,WA.98270 Thomasville, GA. 31799 Representative: Wayne Williams Telephone: 360-657-2182 Location of Plans: GC Office Location of Owner's Manual: Riser Room 1. Certification of System Installation: Complete this section after the system is installed, but prior to conducting operational acceptance tests. This system installation was inspected and found to comply with the installation requirements of: �/T NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify: FM, UL, etc.) Print Name: Wayne Williams Signed: 4 i'.« ,,; :, k f;,.,,,-- Date: 05/04/2018 t ,- Organization: Unlimited Mechanical, Inc. 2. Certification of System Operation: All operational features and functions of this system were tested and found to be onerating properly in accordance with the requirements of: NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify) Print Name: Wayne Williams Signed: _ , ',, .�,�. ,(�,,,,.� Date: 05/04/2018 Organization: Unlimited Mechanical, Inc. Sprinkler Information for Storage in 2002 NFPA 13, Chapter 12 and IFC Chapter 23 3000420-105 7/07 OAutomatic Sprinkler Systems FORM 2-J Contractor's Material and Test Certificate for Aboveground Piping Date: 05/04/18 Property Name: Park 77 Apartments Property Address: 20227 77th Ave NE-Arlington,WA.98223 Procedure Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and the system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authori- ties, owners, and contractors. It is understood that the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Plans Accepted by[approving authority's name(s)] City of Arlington Address 238 N Olympic Ave-Arlington,WA. 98223 Installation conforms to accepted plans? 0 Yes ❑ No Equipment used is approved? 0 Yes ❑ No If no, explain deviations. Instructions Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? E Yes ❑ No If no, explain. Have copies of appropriate instructions and care and maintenance charts and NFPA 13 been left on premises? +❑ Yes ❑ No If no, explain. Location of System Supplies building(s) Sprinklers Year of Orifice Temperature Make Model Manufacture Size Quantity Rating Tvco: TY2234 1'_FII Res Rec Pend-White 3/8 77 155* Tvco: TY2335 LFII Rec Dry S/W White 1/2 18 155* Tvco: TY2234 LFII Res Rec Pend-White 3/8 110 1 175* Tvco: TY2334 LFII Res Rec S/W-White 3/8 38 175* Tvco: Pipe and Fittings Pipe conforms to NFPA 13 standard. E Yes ❑ No Fittings conform to NFPA 13 standard. 0 Yes ❑ No If no, explain. PAGE 1 of 3 Copyright©2000 National Fire Protection Association Automatic Sprinkler Systems FORM 2-J 0 Contractor's Material and Test Certificate for Aboveground Piping (coast.) Alarm Valve or Flow Indicator Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Min. Sec. Water Flow Potter VSR 30-45 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial No. Make Model Serial No. Time to Trip Trip Point Time Water Alarm Through Water Air Air Reached Operated Test Pipe* Pressure Pressure Pressure Test Outlet* Properly Min. Sec. Psi (Bar) Psi (Bar) Psi (Bar) Min. Sec. Yes No Without Q.O.D. With Q.O.D. If no, explain. Deluge and Preaction Valves Operation ❑ Pneumatic ❑ Electric ❑ Hydraulic Piping supervised? ❑ Yes ❑ No Detecting media supervised? ❑ Yes ❑ No Is there an accessible facility in each circuit for testing? ❑ Yes ❑ No If no, explain. Does each circuit operate Does each circuit Maximum Time to supervision loss alarm? operate valve release? Operate Release Make Model Yes No Yes No Min. Sec. Test Description HYDROSTATIC. Hydrostatic tests shall be made at not less than 200 psi (13.6 bar)for two hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.2 bar)for two hours. Differential dry pipe valve clappers shall be left open during test to prevent damage. All aboveground piping leakage shall be stopped. FLUSHING:Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 400 gpm(1514 L/min)for 4-in. (102-mm) pipe, 600 gpm (2271 L/min)for 5-in. (127-mm) pipe, 750 gpm (2839 L/min)for 6-in. (152-mm) pipe, 1000 gpm (3785 L/min)for 8-in. (203-mm) pipe, 1500 gpm (5678 L/min)for 10-in. (254-mm) pipe and 2000 gpm (7570 L/min)for 12-in. (305-mm) pipe. When supply cannot produce stipulated flow rates, obtain maximum available. *Measured from time inspector's test pipe is opened. PAGE 2 of 3 Copyright©2000 National Fire Protection Association Automatic Sprinkler Systems FORM 2-J Contractor's Material and Test O Certificate for Aboveground Piping (coast.) Test Description (coot.) PNEUMATIC.Establish 40 psi (2.7 bar) air pressure and measure drop, which shall not exceed 1112 psi (0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed 1112 psi(0.1 bar) in 24 hours. Tests All piping hydrostatically tested at 200+ psi (bar)for 2 hrs. Dry piping pneumatically tested? ❑ Yes ❑ No Equipment operates properly? ❑ Yes ❑ No If no, state reason. Drain test—Reading of gauge located near water supply test pipe: Static pressure: 65 psi (bar) Drain test—Residual pressure with valve in test pipe open wide: 55 psi (bar) Underground mains and lead-in connections to system risers flushed before connections made to sprinkler piping Verified by copy of the U Form No. 85B Z Yes ❑ No ❑ Other Flushed by installer of underground sprinkler piping (] Yes ❑ No ❑ Other If other, explain. Blank Testing Gaskets Number used Locations N/A Number removed Welding Welded piping? ❑ Yes ❑ No If yes, Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that the welding was performed by welders qualified in com- pliance with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, that openings in piping are smooth, that slag and other welding residue are removed, and that the internal diameters of piping are not penetrated? ❑ Yes ❑ No Hydraulic Data Nameplate Nameplate provided? E Yes ❑ No If no, explain. Remarks Date left in service with all control valves open: Sprinkler Contractor: Unlimited Mechanical, Inc. Signatures of Test Witnesses For property owner (signed) Title Date For sprinkler contractor(signed) .w.�•. �lli.�.. Title President Date 05/04/2018 PAGE 3of3 Copyright©2000 National Fire Protection Association r ., FIRE PROTECTION BUREAU—PLAN REVIEW 41i1e— PO Box 42600 Olympia WA 98504-2600 (360)596-3911 FAX: (360) 596-3934 NFPA 13 SPRINKLER INSTALLATION CERTIFICATION Permit#: 1428-Building# K Date: 03/29/2018 Property Protected System Installer System Supplier Business Name: Park 77 Apartments lUnlimited Mechanical, Inc. HD Supply Address: 20227 77th Ave NE PO Box 1457 PO Box 1419 Arlington,WA. 98223 Marysville,WA.98270 Thomasville, GA. 31799 Representative: Wayne Williams Telephone: 360-657-2182 Location of Plans: GC Office Location of Owner's Manual: Riser Room 1. Certification of System Installation: Complete this section after the system is installed, but prior to conducting operational acceptance tests. This system installation was inspected and found to comply with the installation requirements of: �/ NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify: FM, UL, etc.) Print Name: Wayne Williams Signed: Date: 03/29/2018 Organization: Unlimited Mechanical, Inc. 2. Certification of System Operation: All operational features and functions of this system were tested and found to be o rating properly in accordance with the requirements of: NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify) Print Name: Wayne Williams Signed: c. f(.e-»vr Date: 03/29/2018 Organization: Unlimited Mechanical, Inc. Sprinkler Information for Storage in 2002 NFPA 13, Chapter 12 and IFC Chapter 23 3000-420-105 7107 1 OAutomatic Sprinkler Systems FORM 2-1 Contractor's Material and Test Certificate for Aboveground Piping Date: 03/29/18 Property Name: Park 77 Apartments Property Address: 20227 77th Ave NE-Arlington,WA.98223 Procedure Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and the system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authori- ties, owners, and contractors. It is understood that the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Plans Accepted by[approving authority's name(s)] City of Arlington Address 238 N Olympic Ave-Arlington,WA. 98223 Installation conforms to accepted plans? D Yes ❑ No Equipment used is approved? O Yes ❑ No If no, explain deviations. Instructions Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? ❑� Yes ❑ No If no, explain. Have copies of appropriate instructions and care and maintenance charts and NFPA 13 been left on premises? 0 Yes ❑ No If no, explain. Location of System Supplies building(s) Sprinklers Year of Orifice Temperature Make Model Manufacture Size Quantity Rating Tvco: TY2234 ILFII Res Rec Pend-White /g 49 155* Tvco: TY2335TY-FRB White1/2 12 155* Tvco: TY2234 i F o o 3/8 10 175* Tvco: TY2334 LFII Res Rec S/W White 3/8 29 175* Tvco: Pipe and Fittings Pipe conforms to NFPA 13 standard. E Yes ❑ No Fittings conform to NFPA 13 standard. Fv] Yes ❑ No If no, explain. PAGE 1 of 3 Copyright©2000 National Fire Protection Association ...- - I 4 Automatic Sprinkler Systems FORM 2-J Contractor's Material and Test 0 Certificate for Aboveground Piping (coast.) Alarm Valve or Flow Indicator Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Min. Sec. Water Flow Potter VSR 30-45 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial No. Make Model Serial No. Time to Trip Trip Point Time Water Alarm Through Water Air Air Reached Operated Test Pipe* Pressure Pressure Pressure Test Outlet* Properly Min. Sec. Psi (Bar) Psi(Bar) Psi (Bar) Min. Sec. Yes No Without Q.O.D. With Q.O.D. If no, explain. Deluge and Preaction Valves Operation ❑ Pneumatic ❑ Electric ❑ Hydraulic Piping supervised? ❑ Yes ❑ No Detecting media supervised? ❑ Yes ❑ No Is there an accessible facility in each circuit for testing? ❑ Yes ❑ No If no, explain. Does each circuit operate Does each circuit Maximum Time to supervision loss alarm? operate valve release? Operate Release Make Model Yes No Yes No Min. Sec. Test Description HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bar)for two hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.2 bar)for two hours. Differential dry pipe valve clappers shall be left open during test to prevent damage.All aboveground piping leakage shall be stopped. FLUSHING:Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 400 gpm(1514 L/min)for 4-in. (102-mm) pipe, 600 gpm (2271 L/min)for 5-in. (127-mm) pipe, 750 gpm (2839 L/min)for 6-in. (152-mm) pipe, 1000 gpm (3785 L/min)for 8-in. (203-mm) pipe, 1500 gpm (5678 L/min)for 10-in. (254-mm) pipe and 2000 gpm (7570 L/min)for 12-in. (305-mm) pipe. When supply cannot produce stipulated flow rates, obtain maximum available. *Measured from time inspector's test pipe is opened. PAGE 2 of 3 Copyright©2000 National Fire Protection Association I I Automatic Sprinkler Systems FORM 2-J Contractor's Material and Test 0 Certificate for Aboveground Piping (coast.) Test Description (cont.) PNEUMATIC:Establish 40 psi (2.7 bar)air pressure and measure drop, which shall not exceed 1112 psi (0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed 1112 psi (0.1 bar) in 24 hours. Tests All piping hydrostatically tested at 200+ psi (bar)for 2 hrs. Dry piping pneumatically tested? ❑ Yes ❑ No Equipment operates properly? ❑ Yes ❑ No If no, state reason. Drain test—Reading of gauge located near water supply test pipe: Static pressure: 65 psi (bar) Drain test—Residual pressure with valve in test pipe open wide: 55 psi (bar) Underground mains and lead-in connections to system risers flushed before connections made to sprinkler piping Verified by copy of the U Form No. 85B Z Yes ❑ No ❑ Other Flushed by installer of underground sprinkler piping E Yes ❑ No ❑ Other If other, explain. Blank Testing Gaskets Number used Locations N/A Number removed Welding Welded piping? ❑ Yes ❑ No If yes, Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that the welding was performed by welders qualified in com- pliance with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, that openings in piping are smooth, that slag and other welding residue are removed, and that the internal diameters of piping are not penetrated? ❑ Yes ❑ No Hydraulic Data Nameplate Nameplate provided? RJ Yes ❑ No If no, explain. Remarks Date left in service with all control valves open: i3 Sprinkler Contractor: _Unlimited Mechanical, Inc. Signatures of Test Witnesses For property owner (signed) Title Date For sprinkler contractor(signed)_ w�• Title President Date 03/29/18 PAGE 3of3 Copyright©2000 National Fire Protection Association �.r i - i � � - - - - I- � - - - - - - - r .�' - i r� - - - _ 5-7 A_Lk0J`\ FIRE PROTECTION BUREAU—PLAN REVIEW PO Box 42600 le le Olympia WA 98504-2600 wA9N1A6 (360)596-3911 FAX: (360) 596-3934 NFPA 13 SPRINKLER INSTALLATION CERTIFICATION Permit#: 1428-Building# I. Date: :ez l Property Protected System Installer System Supplier Business Name: Park 77 Apartments (Unlimited Mechanical Inc. I HD Supply Address: 20227 77th Ave NE I PO Box 1457 I PO Box 1419 Arlington,WA. 98223 I Marysville,WA_98270 I Thomasville,GA. 31799 Representative: I Wayne Williams Telephone: 1360-657-2182 Location of Plans: GC Office Location of Owner's Manual: Riser Room 1. Certification of System Installation: Complete this section after the system is installed, but prior to conducting operational acceptance tests. This system installation was inspected and found to comply with the installation requirements of: �/ NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify: FM, UL,etc.) Print Name: Wayne Williams yy�� Signed: w 7�. c�c. �J Date: Organization: Unlimited Mechanical, Inc. 2. Certification of System Operation: All operational features and functions of this system were tested and found to be Vrating properly in accordance with the requirements of: NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify) Print Name: Wayne Williams ,t Signed: _ _ T `�7 �_ Date: Organization: Unlimited Mechanical, Inc. Sprinkler Information for Storage in 2002 NFPA 13, Chapter 12 and IFC Chapter 23 3000420-105 7/07 i 0 Automatic Sprinkler Systems FORM 2-J Contractor's Material and Test Certificate for Aboveground Piping Date: Property Name: Park 77 Apartments Property Address: 20227 77th Ave NE-Arlington,WA.98223 Procedure Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and the system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authori- ties, owners, and contractors. It is understood that the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Plans Accepted by[approving authority's name(s)] City of Arlington Address 238 N Olympic Ave-Arlington,WA. 98223 Installation conforms to accepted plans? ❑� Yes ❑ No Equipment used is approved? ❑+ Yes ❑ No If no, explain deviations. Instructions Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? E Yes ❑ No If no, explain. Have copies of appropriate instructions and care and maintenance charts and NFPA 13 been left on premises? RI Yes ❑ No If no, explain. Location of System Supplies building(s) Sprinklers Year of Orifice Temperature Make Model Manufacture Size Quantity Rating Tvco: TY2234 L FI I Res Rec Pend-White R 44 155* Tvco: TY2335 1/2 12 155* Tvco: TY2234 3/8 12 175* Tvco: TY2334 LFII Res Rec S/W White 3/8 32 175* Pipe and Fittings Pipe conforms to NFPA 13 standard. ❑O Yes ❑ No Fittings conform to NFPA 13 standard. 0 Yes ❑ No If no, explain. PAGE 1 of 3 Copyright©2000 National Fire Protection Association I Automatic Sprinkler Systems FORM 2-J Contractor's Material and Test O Certificate for Aboveground Piping (coot.) Alarm Valve or Flow Indicator Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Min. Sec. Water Flow Potter VSR 30-45 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial No. Make Model Serial No. Time to Trip Trip Point Time Water Alarm Through Water Air Air Reached Operated Test Pipe* Pressure Pressure Pressure Test Outlet* Properly Min. Sec. Psi (Bar) Psi(Bar) Psi (Bar) Min. Sec. Yes No Without Q.O.D. With Q.O.D. If no, explain. Deluge and Preaction Valves Operation ❑ Pneumatic ❑ Electric ❑ Hydraulic Piping supervised? ❑ Yes ❑ No Detecting media supervised? ❑ Yes ❑ No Is there an accessible facility in each circuit for testing? ❑ Yes ❑ No If no, explain. Does each circuit operate Does each circuit Maximum Time to supervision loss alarm? operate valve release? Operate Release Make Model Yes No Yes No Min. Sec, Test Description HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bar)for two hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.2 bar)for two hours. Differential dry pipe valve clappers shall be left open during test to prevent damage.All aboveground piping leakage shall be stopped. FLUSHING:Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 400 gpm (1514 L/min)for 4-in. (102-mm) pipe, 600 gpm (2271 L/min)for 5-in. (127-mm) pipe, 750 gpm (2839 L/min)for 6-in. (152-mm) pipe, 1000 gpm (3785 L/min)for 8-in. (203-mm) pipe, 1500 gpm (5678 L/min)for 10-in. (254-mm) pipe and 2000 gpm (7570 L/min)for 12-in. (305-mm) pipe. When supply cannot produce stipulated flow rates, obtain maximum available. *Measured from time inspector's test pipe is opened. PAGE 2 of 3 Copyright©2000 National Fire Protection Association Automatic Sprinkler Systems FORM 2-J Contractor's Material and Test 40 11 Certificate for Aboveground Piping (coast.) Test Description (cont.) PNEUMATIC:Establish 40 psi(2.7 bar) air pressure and measure drop, which shall not exceed 1112 psi (0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1112 psi (0.1 bar) in 24 hours. Tests All piping hydrostatically tested at 200+ psi (bar)for 2 _ hrs. Dry piping pneumatically tested? ❑ Yes ❑ No Equipment operates properly? ❑ Yes ❑ No If no, state reason. Drain test—Reading of gauge located near water supply test pipe: Static pressure: 65 psi (bar) Drain test—Residual pressure with valve in test pipe open wide: 55 psi (bar) Underground mains and lead-in connections to system risers flushed before connections made to sprinkler piping Verified by copy of the U Form No. 85B ❑r Yes ❑ No ❑ Other Flushed by installer of underground sprinkler piping Yes ❑ No ❑ Other If other, explain. Blank Testing Gaskets Number used Locations NIA Number removed Welding Welded piping? ❑ Yes ❑ No If yes, Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that the welding was performed by welders qualified in com- pliance with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, that openings in piping are smooth, that slag and other welding residue are removed, and that the internal diameters of piping are not penetrated? ❑ Yes ❑ No Hydraulic Data Nameplate Nameplate provided? R] Yes ❑ No If no, explain. Remarks Date left in service with all control valves open: Sprinkler Contractor: Unlimited Mechanical, Inc. Signatures of Test Witnesses For property owner (signed) Title Date For sprinkler contractor(signed)_ .i.�l?c.-,..�i _ Title President Date PAGE Pf Copyright 0 2000 National Fire Protection Association ti LFIRE PROTECTION BUREAU— PLAN REVIEW PO Box 42600 Olympia WA 98504-2600 �•« .+a°` (360)596-3911 FAX: (360) 596-3934 NFPA 13 SPRINKLER INSTALLATION CERTIFICATION Permit#: 1428-Building# M Date: Property Protected System Installer System Supplier Business Name'. Park 77 Apartments (Unlimited Mechanical, Inc. I HD Supply Address: 20227 77th Ave NE I PO Box 1457 I PO Box 1419 Arlington,WA.98223 I Marysville,WA. 98270 I Thomasville. GA. 31799 Representative: I Wayne Williams Telephone: 1380-657-2182 Location of Plans: GC Office Location of Owner's Manual: Riser Room 1. Certification of System Installation: Complete this section after the system is installed, but prior to conducting operational acceptance tests. This system installation was inspected and found to comply with the installation requirements of: �/ NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify: FM, UL, etc.) Print Name: Wayne Williams Signed: w, Date: 'C/ Z // ho Organization: Unlimited Mechanical, Inc. 2. Certification of Systern Operation: All operational features and functions of this system were tested and found to berating properly in accordance with the requirements of: NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify) Print Name: Wayne Williams L Signed: ,�, ,„� Date: Organization: Unlimited Mechanical, Inc. Sprinkler Information for Storage in 2002 NFPA 13, Chapter 12 and IFC Chapter 23 3000-420-105 7107 i OAutomatic Sprinkler Systems FORM 2-1 Contractor's Material and Test Certificate for Aboveground Piping Date: Property Name: Park 77 Apartments Property Address: 20227 77th Ave NE-Arlington,WA.98223 Procedure Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and the system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authori- ties, owners, and contractors. It is understood that the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Plans Accepted by[approving authority's name(s)] City of Arlington Address 238 N Olympic Ave-Arlington,WA. 98223 Installation conforms to accepted plans? Z Yes ❑ No Equipment used is approved? RI Yes ❑ No If no, explain deviations. Instructions Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? 0 Yes ❑ No If no, explain. Have copies of appropriate instructions and care and maintenance charts and NFPA 13 been left on premises? Z Yes ❑ No If no, explain. Location of System Supplies building(s) Sprinklers Year of Orifice Temperature Make Model Manufacture Size Quantity Rating Tvco: TY2234 I_FlI Res Rec Pend-White 318 95 155* Tvco: TY2335 LFII Rec Dry S/W White 1/2 22 155* Tvco: TY2234 LFII Res Rec Pend-White 3/8 116 1 175* Tvco: TY2334 LFII Res Rec S/W-White 3/8 44 175* Tvco: Pipe and Fittings Pipe conforms to NFPA 13 standard. 11 Yes ❑ No Fittings conform to NFPA 13 standard. rl Yes ❑ No If no, explain. PAGE 1 of 3 Copyright©2000 National Fire Protection Association ' - - - - - - I I Automatic Sprinkler Systems FORM 2-1 Contractor's Material and Test o Certificate for Aboveground Piping (cont.) Alarm Valve or Flow Indicator Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Min. Sec. Water Flow Potter VSR 30-45 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial No. Make Model Serial No. Time to Trip Trip Point Time Water Alarm Through Water Air Air Reached Operated Test Pipe* Pressure Pressure Pressure Test Outlet* Properly Min. Sec. Psi (Bar) Psi(Bar) Psi(Bar) Min. Sec. Yes No Without Q.O.D. With Q.O.D. If no, explain. Deluge and Preaction Valves Operation ❑ Pneumatic ❑ Electric ❑ Hydraulic Piping supervised? ❑ Yes ❑ No Detecting media supervised? ❑ Yes ❑ No Is there an accessible facility in each circuit for testing? ❑ Yes ❑ No If no, explain. Does each circuit operate Does each circuit Maximum Time to supervision loss alarm? operate valve release? Operate Release Make Model Yes No Yes No Min. Sec. Test Description HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bar)for two hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.2 bar)for two hours. Differential dry pipe valve clappers shall be left open during test to prevent damage. All aboveground piping leakage shall be stopped. FLUSHING: Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 400 gpm(1514 L/min)for 4-in. (102-mm) pipe, 600 gpm (2271 L/min)for 5-in. (127-mm) pipe, 750 gpm (2839 L/min)for 6-in. (152-mm) pipe, 1000 gpm (3785 L/min)for 8-in. (203-mm) pipe, 1500 gpm (5678 L/min)for 10-in. (254-mm) pipe and 2000 gpm (7570 L/min)for 12-in. (305-mm) pipe. When supply cannot produce stipulated flow rates, obtain maximum available. *Measured from time inspector's test pipe is opened. PAGE 2 of 3 Copyright©2000 National Fire Protection Association i i - � i � � i i i Automatic Sprinkler Systems FORM 2-J Contractor's Material and Test O Certificate for Aboveground Piping (coat.) Test Description (cont.) PNEUMATIC:Establish 40 psi(2.7 bar)air pressure and measure drop, which shall not exceed 1112 psi(0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1112 psi (0.1 bar) in 24 hours. Tests All piping hydrostatically tested at 200+ psi (bar)for 2 hrs. Dry piping pneumatically tested? ❑ Yes ❑ No Equipment operates properly? ❑ Yes ❑ No If no, state reason. Drain test—Reading of gauge located near water supply test pipe: Static pressure: 65 psi (bar) Drain test—Residual pressure with valve in test pipe open wide: 55 psi (bar) Underground mains and lead-in connections to system risers flushed before connections made to sprinkler piping Verified by copy of the U Form No. 85B 21 Yes ❑ No ❑ Other Flushed by installer of underground sprinkler piping E Yes ❑ No ❑ Other If other, explain. Blank Testing Gaskets Number used Locations NIA Number removed Welding Welded piping? ❑ Yes ❑ No If yes, Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that the welding was performed by welders qualified in com- pliance with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, that openings in piping are smooth, that slag and other welding residue are removed, and that the internal diameters of piping are not penetrated? ❑ Yes ❑ No Hydraulic Data Nameplate Nameplate provided? 0 Yes ❑ No If no, explain. Remarks Date left in service with all control valves open: Sprinkler Contractor: Unlimited Mechanical, Inc. Signatures of Test Witnesses For property owner (signed) Title Date For sprinkler contractor(signed) Tr..�.�_ �lG.,.. Title President Date 2y /46 PAGE 3of3 Copyright©2000 National Fire Protection Association i .a. jwFIRE PROTECTION BUREAU—PLAN REVIEW / PO Box 42600 Olympia WA 98504-2600 (360)596-3911 FAX: (360)596-3934 a NFPA 13 SPRINKLER INSTALLATION CERTIFICATION Permit#: 1428-Building# A Date: _CQ I ��S Property Protected System Installer System Supplier Business Name: Park 77 Apartments lUnlimited Mechanical, Inc. HD Supply Address: 20227 77th Ave NE PO Box 1457 PO Box 1419 Arlington, WA. 98223 Marysville, WA. 98270 Thomasville. GA. 31799 Representative: Wayne Williams Telephone: 360-657-2182 Location of Plans: GC Office Location of Owner's Manual: Riser Room 1. Certification of System Installation: Complete this section after the system is installed, but prior to conducting operational acceptance tests. This ,ystem installation was inspected and found to comply with the installation requirements of: NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify: FM, UL, etc.) Print Name: Wayne Williams Signed: K *, ,,..�,l,�.sw� Date: h Organization: Unlimited Mechanical, Inc. 2. Certification of System Operation: All operational features and functions of this system were tested and found to be oriarating properly in accordance with the requirements of: NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify) Print Name: Wayne Williams Signed: +,�" , 7�..i��L�.r-, Date: Organization: Unlimited Mechanical, Inc. Sprinkler Information for Storage in 2002 NFPA 13, Chapter 12 and IFC Chapter 23 3000-420-105 7/07 i )] Automatic Sprinkler Systems FORM 2-J O Contractor's Material and Test Certificate for Aboveground Piping Date: ��I lJ VProperty Name: Park 77 Apartments-A Property Address: .20227 77th Ave NE-Arlington, WA. 98223 Procedure Upon completion of work, inspection and tests shall be made by the contractor's repiesenlalive and wibi�»wd by an owner's representative. All defects shall be corrected and the system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authori- ties, owners,and contractors. It is understood that the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Plans Accepted by[approving authority's name(s)] City of Arlington Address 238 N Olympic Ave-Arlington,WA. 98223 Installation conforms to accepted plans? Z Yes ❑ No Equipment used is approved? E Yes ❑ No If no, explain deviations. Instructions Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? 0 Yes ❑ No If no, explain. Have copies of appropriate instructions and care and maintenance charts and NFPA 13 been left on premises? 0 Yes ❑ No If no, explain. Location of System Supplies building(s) Sprinklers Year of Orifice Temperature Make Model Manufacture Size Quantity Rating Tyco: TY2234 LFIJ Rese Pend-White / 147 155* Tvco: TY3331 1/2 36 155* Tvco: TY2234 p 3/8 30 175* Tyco: TY2334 JLFII Res R /W-Whit 3/8 187 175* Tyco: Pipe and Fittings Pipe conforms to NFPA 13 standard. 0 Yes ❑ No Fittings conform to NFPA 13 standard. ❑� Yes ❑ No If no, explain. PAGE 1 of 3 Copyright©2000 National Fire Protection Association Automatic Sprinkler Systems FORM 2-J 0 Contractor's Material and Test Certificate for Aboveground Piping (coast.) Alarm Valve or Flow Indicator Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Min. Sec. Water Flow Potter VSR 30-45 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial No. Make Model Serial No. Time to Trip Trip Point Time Water Alarm Through Water Air Air Reached Operated Test Pipe* Pressure Pressure Pressure Test Outlet* Properly Min. Sec. Psi(Bar) Psi (Bar) Psi (Bar) Min. Sec. Yes INo Without Q.O.D. With Q.O.D. If no, explain Deluge and Preaction Valves Operation ❑ Pneumatic ❑ Electric ❑ Hydraulic Piping supervised? ❑ Yes ❑ No Detecting media supervised? ❑ Yes ❑ No Is there an accessible facility in each circuit for testing? ❑ Yes ❑ No If no, explain. Does each circuit operate Does each circuit Maximum Time to supervision loss alarm? operate valve release? Operate Release Make Model Yes No Yes No Min. Sec. Test Description HYDROSTATIC:Hydrostatic tests shall be made at not less than 200 psi(13.6 bar)for two hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi(10.2 bar)for two hours. Differential dry pipe valve clappers shall be left open during test to prevent damage.All aboveground piping leakage shall be stopped. FLUSHING:Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 400 gpm(1514 L/min)for 4-in.(102-mm) pipe, 600 gpm(2271 L/min)for 5-in. (127-mm) pipe, 750 gpm(2839 L/min)for 6-in. (152-mm) pipe, 1000 gpm (3785 L/min) for 8-in. (203-mm) pipe, 1500 gpm (5678 L/min)for 10-in. (254-mm) pipe and 2000 gpm (7570 L/min)for 12-in. (305-mm)pipe.When supply cannot produce stipulated flow rates, obtain maximum available. *Measured from time inspector's test pipe is opened. PAGE 2 of 3 Copyright©2000 National Fire Protection Association Automatic Sprinkler Systems FORM 2-J Contractor's Material and Test O Certificate for Aboveground Piping (coat.) Test Description (cont.) PNEUMATIC:Establish 40 psi (2,7 bar)air pressure and measure drop, which shall not exceed 11/2 psi (0.1 bar) in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 11/2 psi (0.1 bar) in 24 hours. Tests All piping hydrostatically tested at 200+ psi (bar)for 2 hrs. Dry piping pneumatically tested? ❑ Yes ❑ No Equipment operates properly? ❑ Yes ❑ No If no, state reason. Drain test—Reading of gauge located near water supply test pipe: Static pressure: 95 psi (bar) Drain test—Residual pressure with valve in test pipe open wide: 65 psi (bar) Underground mains and lead-in connections to system risers flushed before connections made to sprinkler piping Verified by copy of the U Form No. 85B 0 Yes ❑ No ❑ Other Flushed by installer of underground sprinkler piping D Yes ❑ No ❑ Other If other, explain. Blank Testing Gaskets Number used Locations NIA Number removed Welding Welded piping? ❑ Yes ❑ No If yes, Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that the welding was performed by welders qualified in com- pliance with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, that openings in piping are smooth, that slag and other welding residue are removed, and that the internal diameters of piping are not penetrated? ❑ Yes ❑ No Hydraulic Data Nameplate Nameplate provided? El Yes ❑ No If no, explain. Remarks Date left in service with all control valves open Sprinkler Contractor: Unlimited Mechanical, Inc. Signatures of Test Witnesses For property owner(signed) Title Date For sprinkler contractor(signed) Title President Date uh l PAGE 3of3 Copyright©2000 National Fire Protection Association Request For Information - 82 EXXEL C� Arlington Park 77 =- PACIFIC g GENFRAL CONTRACTORS DATE: 06/27/2017 To: Doug Hofius From Justin Burns Dykeman Architects Arlington Park 77 1716 West Marine View Drive 20201 77th Ave NE Everett, WA 98201 Arlington, WA 98223 Phone: 425-259-3161 Phone: 360-734-2872 Fax: Fax: 360-671-7616 Email: I dough@dykeman.net Email: I Justin B@exxelpacific.com CC: Subject: Penetrations in 1 Hour Fire-Rated Walls Status: Open Drawing#: Spec Sect#: Addendum: Submittal#: Potential Schedule&/or Cost Impacts: Schedule Impact(days): Cost Impact: Information Requested: Date Re uired: 07/03/2017 Please reference the attached page, ASI 001 - SD 1.0-dated 1.6.2017. 1. The Arlington City Inspector has asked if the windows in the 1 hr rated walls are required to be rated for 1 hour. a. The windows submitted and approved for Park 77 do not have a fire rating. Please verify if these windows need to be rated as part of the 1 hour assembly in the clouded locations on the following page. 2. Pleasespecify if there are any code requirements for venting and other penetrations in the 1 hour rated walls. Suggestion: Requesting Firm: Exxel Pacific, Inc. Submitted By: �sti� Bcu�Ks Response: Date Response 6/30/2017 Per section 705.3 of IBC, buildings on the same lot shall be measured to an imaginary property line for purposes of determining wall and opening projections. (Fire DN Dglally slgnud by Doug Hol.is ougM1®�ykeman nei --ghs separation distance) E=dD yk grcM1ilecls. 9 1-1 -- Per Table 602 of the IBC, buildings of type VB construction, with type R occupancy Doug Hofius R..J-I..11. -o 1 q= —ah@,o do gM1®".m... n.i shall have 1 hour rated walls when the fire separation distance is less than 10 when D.ie:fg„gg.3g measured to the imaginary property line. Per Table 705.8 of the code, in sprinklered buildings, with walls of fire separation distance between 5 and 10 feet, unprotected openings (windows) are allowed up to 25% of the wall area. Through penetrations of rated assemblies shall meet requirements of 714.3 (protected with approved firestop system per ASTM E814 or UL 1479, with an F rating of 1 hour. DUMP— LuMe/N— m „r _ I•. I ��lN w l J1► s r_..� ;•l, Park 77'S JIt zll�il ' 4 8" (} _ FOR WG Arlington InvestmeAtS,L.L.C. /l• :e C ,��, 1 al 20201 771h Avenue NE 1 1 +� •r .�. /.•__ O t — �.W - ,:so<.,.. Adinglon.WA tz u(,�r+:�� 3ME TLi��fUii+7 ~, Site Plan sat.F%n w I�Iggq NIMy rt Olq x�lfaeWt Aqd 0111nf PgIM4N �q!�q 1 hour lire•raled walls have GedMmq negierern�nlq� Mark Passe From: Doug Hofius <dough@dykeman.net> Sent: Friday,June 30, 2017 9:09 AM To: Mark Passe; Michael Stevens Cc: Tim Spink;Justin Burns Subject: RE: RFI 82 Mark, The code is kind of tricky when it comes to buildings on the same property. Fire separation distance is defined as the distance between a building and an imaginary property line between buildings, and not simply the straight distance between buildings. I have had to deal with this on numerous projects in the past. I just sent the response to 82. Unprotected windows are fine. Penetrations need to be fire caulked. Thanks, W. Douglas Hofius, AIA Project Manager dough@dykeman.net 425. 9. (T) DY K E M A N 425.60609.2372373 (D) 206.795.2192 (C) L.t i.f fskA3liVCi 5 W 't i Ak; From: Mark Passe [mailto:MarkP@exxelpacific.com] Sent: Friday,June 30, 2017 6:57 AM To: Doug Hofius<dough@dykeman.net>; Michael Stevens<michaels@dykeman.net> Cc:Tim Spink<Tims@exxelpacific.com>;Justin Burns<JustinB@exxelpacific.com> Subject: RFI 82 Doug, RFI 82 is in regards to the window openings/venting in the 1 hour rated walls per discussions with our building inspector. Rick Karns was out yesterday and he questioned why these walls had a 1 hr rating. He stated if there was over 10' separation between the buildings then there should be no reason for this 1 hr rating. At present buildings 14 and 15 have the exterior gyp board being installed, please look into this issue and get back to me. Thanks, I'CIFI(; Mark Passe Superintendent Arlington Park 77 323 Telegraph Road Bellingham,WA 98226 Phone: 360-734-2872 Cell:360-815-5229 www.exxeloaafic.com 2 _=--A Request For Information - 80 C� �'XXEL Arlington Park 77 PACIFIC GENERAL CONTRACTORS DATE: 06/06/2017 To: Doug Hofius From Justin Burns Dykeman Architects Arlington Park 77 1716 West Marine View Drive 20201 77th Ave NE Everett, WA 98201 Arlington, WA 98223 Phone: 425-259-3161 Phone: 360-734-2872 Fax: Fax: 360-671-7616 Email: I dough d keman.net I Email: I JustinB@exxelpacific.com CC: Sub'ect: Top Plate Joints&Attachments-BLDG 12 Status: Open Drawing#: Spec Sect#: 061000 l Addendum: Submittal#: J Potential Schedule Mor Cost Impacts: Schedule Impact(days): Cost Impact: Information Requested: Date Required: 06113/2017 Please reference the attached sketch, drawn by Mark Passe of Exxel Pacific May 31, 2017. The sketch represents top plate joints at the inside corner of exterior 2x6 walls, which have a 2x4 interior wall butting into it. Please also reference ASI 001 -pages A1.15 B, A1.16 B, and A1.17 B dated 8.10.2016, which have clouded the areas in building 12 in question. 1. The city inspector is questioning this top joint plate connection at these locations. Please confirm the attachment method drawn is acceptable. a. If it is not acceptable, please provide a detail showing the proper method. Suggestion: Requesting Firm: Exxel Pacific, Inc. Submitted By: t7asel� Bu��rs Response: Date Response 06-14-17 This is an acceptable framing detail for these locations. TC-13, DGI Sketch by Mark Passe,Superintendent- May 31,2017. 2x4 interior wall. LZ Park 77 r© . i it �- 1� G] i,�,,.,, .,n ti.w.•+ FOR ='Sw�. WDArlington t• s It 1 Investments,L.L.C, c _ _ ♦ 1 f t AT t 20201 77N Avenue NE Arlington,WA _J♦� ® ear •�7 iwow�.a `�I �.— emry 2 r, u. -- — Ii FLOOR FINISH LEGENDCID - . --. - ASI 001 Issued for Building C 1st and 2nd Construction Floor Plan 1/6/2017 Mirror Drawing µai Alu.. \9WIitIIC/fr Fl-PMn 1, .wa rr..0 AOMof topoft 12 xeowxexexre rex x,c.xo n ma w w rsNxrtw mica =r p'Y'.�F�.... O UAD Park 77 � .. ra ..♦ — l � ui �vT°r"��w.' a. FOR WD Arlington Investments,L.L.C. ~ '=A1 rlingWn,7NpAOIWAMNE tj _�I l �.�!� - ""! x...�.m s+x /� x 5 •� / FLOOR FINISH LEGEND REM r ASI e01 Issued sued for Building C Is[and 2nd Construction Floor Plan 1/6/2017 Mirror Drawing b a .xsi• .i wExuixexexn vex x.e.xo Ntii09ny C ig Fieor iVl.n m„„...,...r, AppMs le BuiklHg 1z m 'IL IEEE F.—I (ft - j G O ! I Park 77 � t FOR WDArlington t — _ Investments,L.L.C. AT 20201 771h Avenue NE 1 c I,� em ANinglan,WA LID ie°e,e� I M1 FLOOR FINISH LEGEND FLOOR PLAN GENERAL NOTES ..+r..�� Building ro 3r Floor E a Ffl., A81001 V ad Z. Conlor Plan Mirror Drawing awing ConaWCIIOn SuMaRC 3d FAw Rm A."n loBaWMm 17 Mark Passe From: Doug Hofius <dough@dykeman.net> Sent: Wednesday, May 10, 2017 3:15 PM To: Richard Karns; Kevin Olander Cc: Mark Passe;Justin Burns; ryan (ryan@williamsinvest.com);jari Oari@wi Ilia msinvest.com); Tim Spink Subject: Code questions from Exxel Rick and Kevin, Mark Passe relayed some questions you had regarding code requirements at Park 77. The following is our understanding of these items,as described in 2012 Code,which should apply to this project: 1. Concealed spaces at soffits (IBC 718): Soffits are described in 718.2.3,which regulates connections between horizontal and vertical spaces. In this section of the code,fireblocking such as%:"GWB is required to separate soffits from floor joist,wall or other concealed spaces. Code does not appear to limit the size of these concealed spaces. We believe the 5/8"gypsum wall board provided at walls and ceilings suffices as a fireblocking material, in compliance with 718.2.1.5, and that no further fireblocking would be required. 2. Vent penetrations through exterior walls (IMC 607 5 IBC 717 5 2)• Some exterior side walls, and walls adjacent to stair wells are rated. These walls are described on the plans.At rated exterior walls, sheet metal ducts, of no less than 26 gauge metal,will comply with IMC 607.5.2 exception 3, and IBC 717.5.2 exception 3. Both of these allow for non-dampered vents to pass through fire barriers in sprinklered buildings other than group H occupancy. Dampers should not,therefore, be required. 3. Framing at exterior stairs (IBC 1009.9): Mr. Karns and I communicated regarding this in February,and agreed that the code, which states that"stairways shall be built of materials consistent with the types permitted for the type of construction for the building," requires no specific material or rating for stairway construction. While heavy timber framing is not required at exterior stairs, some stair stringers may incidentally comply with heavy timber requirements. Please let me know if you know of other code requirements which might affect these portions of the project. Thank you, and please don't hesitate to call, if you have any questions. W. Douglas Hofius,AIA Project Manager dough cidAeman.net 425.259.3161 (T) 425.609.2373(D) D Y K C I V1 A N 206.795.2192 (C) 1 •S 2 ' S 3 FIRE PROTECTION BUREAU—PLAN REVIEW s' PO Box 42600 V Olympia WA 98504-2600 (360)596-3911 FAX: (360) 596-3934 mr, NFPA 13 SPRINKLER INSTALLATION CERTIFICATION Permit#: 1428-Building# P Date: 44e Property Protected System Installer System Supplier Business Name: Park 77 Apartments lUnlimited Mechanical Inc. Core R Main Address: 20227 77th Ave NE PO Box 1457 PO Box 28330 Arlington,WA.98223 Marysville WA.98270 St Louis,MO 63146 Representative: Wayne Williams Telephone: 360-657-2182 Location of Plans: GC Office Location of Owner's Manual: Riser Room 1. Certification of System Installation: Complete this section after the system is installed, but prior to conducting operational acceptance tests. This system installation was inspected and found to comply with the installation requirements of: NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify: FM, UL, etc.) Print Name: Wayne Williams Signed: , ci 7o. Date: �v / Organization: Unlimited Mechanical, Inc. 2. Certification of System Operation: All operational features and functions of this system were tested and found to be operating properly in accordance with the requirements of: NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify) Print Name: �VWayne Williams l Signed: _Ti T� •il'�C�i..e-s+ Date: Organizations Unlimited Mechanical, Inc. Sprinkler Information for Storage in 2002 NFPA 13, Chapter 12 and IFC Chapter 23 3000-420-105 7107 FORM 2-1 19, Automatic Sprinkler Systems Contractor's Material and Test Certificate for Aboveground Piping Date: C/, �'� Property Name: Park 77 Apartments Property Address: 20227 77th Ave NE-Arlington,WA.98223 Procedure Upon LUITipletion of wuik, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and the system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authori- ties, owners, and contractors. It is understood that the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Plans Accepted by[approving authority's name(s)] City of Arlington Address 238 N Olympic Ave-Arlington,WA.98223 Installation conforms to accepted plans? ❑ Yes ❑ No Equipment used is approved? Yes ❑ No If no, explain deviations. Instructions Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? ❑� Yes ❑ No If no, explain. Have copies of appropriate instructions and care and maintenance charts and NFPA 13 been left on premises? ❑� Yes ❑ No If no, explain. Location of System Supplies building(s) Sprinklers Year of Orifice Temperature Make Model Manufacture Size Quantity Rating Tvco: TY2234 LFIl Rec p White /g 147 155* Tyco: TY2335 LFII Rec Dry S/W white 1/2 54 155* Tvco: TY2234 LFII Res Rec Pend-White 3/8 29 175* Tvco: TY2334 LFI Res Rec SNV-White 3/8 199 175* Tyco Pipe and Fittings Pipe conforms to NFPA 13 standard. ❑� Yes ❑ No Fittings conform to NFPA 13 standard. ❑✓ Yes ❑ No If no, explain. PAGE of Copyright©2000 National Fire Protection Association FORM 2-1 O Automatic Sprinkler Systems Contractor's Material and Test Certificate for Aboveground Piping (coat.) Alarm Valve or Flow Indicator Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Min. Sec. Water Flow Potter VSR 30-45 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial No. Make Model Serial No. Time to Trip Trip Point Time Water Alarm Through Water Air Air Reached Operated Test Pipe* Pressure Pressure Pressure Test Outlet* Properly Min. Sec. Psi(Bar) Psi(Bar) Psi (Bar) Min. Sec. Yes No Without Q.O.D. With Q.O.D. If no, explain. Deluge and Preaction Valves Operation ❑ Pneumatic ❑ Electric ❑ Hydraulic Piping supervised? ❑ Yes ❑ No Detecting media supervised? ❑ Yes ❑ No Is there an accessible facility in each circuit for testing? ❑ Yes ❑ No If no, explain. Does each circuit operate Does each circuit Maximum Time to supervision loss alarm? operate valve release? Operate Release Make Model Yes No Yes No Min. Sec. Test Description HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi(13.6 bar)for two hours or 50 psi(3.4 bar) above static pressure in excess of 150 psi (10.2 bar)for two hours. Differential dry pipe valve clappers shall be left open during test to prevent damage. All aboveground piping leakage shall be stopped. FLUSHING:Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 400 gpm(1514 L/min)for 4-in. (102-mm) pipe, 600 gpm (2271 L/min)for 5-in. (127-mm) pipe, 750 gpm (2839 L/min)for 6-in. (152-mm) pipe, 1000 gpm (3785 L/min)for 8-in. (203-mm) pipe, 1500 gpm (5678 Urnin) for 10-in. (254-mm) pipe and 2000 gpm (7570 L/min)for 12-in.(305-mm)pipe.When supply cannot produce stipulated flow rates, obtain maximum available. *Measured from time inspector's test pipe is opened. PAGE 2 of 3 Copyright©2000 National Fire Protection Association Automatic Sprinkler Systems FORM 2-J Contractor's Material and Test O Certificate for Aboveground Piping (coat.) Test Description (cont.) PNEUMATIC:Establish 40 psi (2.7 bar)air pressure and measure drop, which shall not exceed 1112 psi (0.1 bar)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1112 psi (0.1 bar) in 24 hours. Tests All piping hydrostatically tested at 200+ psi (bar)for 2 hrs. Dry piping pneumatically tested? ❑ Yes ❑ No Equipment operates properly? ❑ Yes ❑ No If no, state reason. Drain test—Reading of gauge located near water supply test pipe: Static pressure: 65 psi (bar) Drain test—Residual pressure with valve in test pipe open wide: 55 psi (bar) Underground mains and lead-in connections to system risers flushed before connections made to sprinkler piping Verified by copy of the U Form No. 85B ❑ Yes ❑ No ❑ Other Flushed by installer of underground sprinkler piping 2 Yes ❑ No ❑ Other If other, explain. Blank Testing Gaskets Number used Locations NIA Number removed Welding Welded piping? ❑ Yes ❑ No If yes, Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that the welding was performed by welders qualified in com- pliance with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, that openings in piping are smooth, that slag and other welding residue are removed, and that the internal diameters of piping are not penetrated? ❑ Yes ❑ No Hydraulic Data Nameplate Nameplate provided? r❑ Yes ❑ No If no, explain. Remarks Date left in service with all control valves open: Sprinkler Contractor: Unlimited Mechanical, Inc. 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Z ` G O jZ TI Z CD (A7 O TI Z N to N C7 >' x a T N O a rt 0 Q-y ID CD [(D n v N ' N C ;.Dd CD C � 3 on 0 D ro �D yo Z� 6 W N fD y x 0 m Cl) U) CD D_ _ CD CD a' Q � o T o X �° o CD = — _ � a ? — — �-0 -pO o `n w g = � Z iw' OZ Q 3 „ � v N 3 p7 CD o T a, (D 0 m —� o C ID Cc D -' a `L N CO : V N w � ooC CD N =* _ fA V — A O QI � O 7 `< o N Z Z V N n 00 ^ 10 o V ,/ �; m m < o N' m m CD _ TI a `� m 0 o cn � CT a o c rn n o 3 Cr < " 3 a CD m a a fD A = o _ G) v v � ° o �' Z Q n N w 0 V W O_ C Q (a Rl I G�IY FIRE SPRINKLER • PERMIT APPLICATION Department of Community &Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF COMPLETE AND SCALED PLANS, TWO (2) SETS OF HYDRALIC CALCULATIONS, TWO (2) SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE. ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS (POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: ✓❑ New Fire Sprinkler ❑ Fire Sprinkler .AAdd/Alt El Underground Fire Line Project Address: E � �� •` ""'" Parcel ID#: Project Valuation: 170,500.00 Number of Heads: q__. Building Area(Sq Ft): Owner: Park 77, LLC _ Phone Number: _ _ —_ Address: 1020 Casino Road A��,,,. City:Everett State: WA Zip Code:98204 ��V1 , kl, /�{MltthY Contact Person: _ , 1. e,'[(91— Phone Number: Cell Phone: Email: Address: City: State: Zip Code: - Contractor: Unlimited Mechanical, Inc. Phone Number: 425-583-4775 Address: PO Box 1457 City:Marysville State: Wa Zip Code:98270 Contractor's License Number: UNLIMM1093M6 / I �DLD Expiration:05/13/2018 ll Shelley Johnson shee umifire r Contact Person: Email: YC� p otection.COm 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 will be in accordance with the laws,rules and regulation of the State of Washington. �o� -�(o \_ Applic igr Lure Date Print p licants Name FOR STAFF USE ONLY I� (� 9U4b____1 OCT 14 2016 Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 6/16LP FIRE PROTECTION BUREAU-PLAN REVIEW PO Box 42600 At W 0-4 + Olympia WA 98504-2600 �} (360)696-3911 FAX: (360)696-3934 NFPA 13 SPRINKLER INSTALLATION CERTIFICATION Permit#: 1428-Building# A Date: 08/29/2017 Property Protected System Installer Svstem Supplier Business Name: Park 77 Apartments lUnlimited Mechanical, Inc_ HD Supply Address: 20227 77th Ave NE PO Box 1457 PO Box 1419 Arlington,WA.98223 Marysville,WA.98270 Thomasville_GA 31799 Representative: Wayne Williams Telephone: 360-657-2182 Location of Plans: GC Office Location of Owner's Manual: Riser Room 1. Certification of System Installation: Complete this section after the system is installed, but prior to conducting operational acceptance tests. This stem installation was inspected and found to comply with the installation requirements of: \/ NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify: FM, UL, etc.) Print Name: Wayne Williams Signed: 5... ,, .i1s�/ci�,av Date: 08/29/2017 Organization: Unlimited Mechanical; Inc. 2. Certification of System Operation: All operational features and functions of this system were tested and found to be otyerating properly in accordance with the requirements of. NFPA 13 IFC and IBC Manufacturer's Instructions Other(specify) Print Name: Wayne Williams Signed: , 9 Date: 08/29/2017 Organization: Unlimited Mechanical, Inc_ Sprinkler Information for Storage in 2002 NFPA 13, Chapter 12 and IFC Chapter 23 3WO-420-105 7107 0 Automatic Sprinkler Systems FORM 2-J Contractor's Material and Test Certificate for Aboveground Piping Date: 08/29/17 Property Name: Park 77 Apartments-A Property Address: 20227 77th Ave NE-Arlington,WA. 98223 Procedure Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and the system left in service before contractor's personnel finally leave the job_ A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authori- ties, owners, and contractors. It is understood that the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Plans Accepted by[approving authority's name(s)] City of Arlington Address 238 N Olympic Ave-Arlington,WA. 98223 Installation conforms to accepted plans? ❑O Yes ❑ No Equipment used is approved? n Yes ❑ No If no, explain deviations. Instructions Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? (] Yes ❑ No If no, explain. Have copies of appropriate instructions and care and maintenance charts and NFPA 13 been left on premises? Ed Yes ❑ No If no, explain. Location of System Supplies building(s) Sprinklers Year of Orifice Temperature Make Model Manufacture Size Quantity Rating Tvco: TY2234 ,LFII Res Rec Pend-White 3/8 147 155' Tvco: TY3331 ITY-FRB _White 1/2 136 155 Two: TY2234 F _ ; 3/8 30 175' Tvco: TY2334 ILFII Res Rec SM-White 3/8 87 1 175` Tvco: Pipe and Fittings Pipe conforms to NFPA 13 standard_ 0 Yes ❑ No Fittings conform to NFPA 13 standard. 0 Yes No ff no, explain. PAGE 1 of 3 Copyright©2000 National Fire Protection Association FORM 2-1 0 Automatic Sprinkler Systems Contractor's Material and Test Certificate for Aboveground Piping (coast.) Alarm Valve or Flow Indicator Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Min. Sec. Water Flow Potter VSR 30-45 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial No. Make Model Serial No. Time to Trip Trip Point rime Water Alarm Through Water Air Air Reached Operated Test Pipe* Pressure Pressure Pressure Test Outlet* Properly Min. Sec. Psi (Bar) Psi (Bar) Psi (Bar) Min. Sec. Yes No Without Q.O.D. With Q.O.D. If no, explain. Deluge and Preaction Valves Operation ❑ Pneumatic ❑ Electric ❑ Hydraulic Piping supervised? ❑ Yes ❑ No Detecting media supervised? ❑ Yes ❑ No Is there an accessible facility in each circuit for testing? ❑ Yes ❑ No If no, explain. Does each circuit operate Does each circuit Maximum Time to supervision loss alarm? operate valve release? Operate Release Make Model Yes No Yes No Min. Sec. Test Description HYDROSTATIC:Hydrostatic tests shall be made at not less than 200 psi(13.6 bar)for two hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.2 bar)for two hours. Differential dry pipe valve clappers shall be left open during test to prevent damage. All aboveground piping leakage shall be stopped. FLUSHING: Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 400 gpm (1514 L/min)for 44n. (102-mm) pipe, 600 gprn (2271 L/min) for 5-in. (127-mm) pipe, 750 gpm (2839 L/min) for 6-in. (152-mm) pipe, 1000 qpm (3785 L/min) for 8-in. (203-mm) pipe, 1500 gpm (5678 1./min)for 10-in. (254-mm) pipe and 2000 gpm (7570 L/min)for 12-in. (305-mm) pipe_When supply cannot produce stipulated flow rates, obtain maximum available. *Measured from time inspector's test pipe is opened_ PAGE 2 of 3 Copyright©2000 National Fire Protection Association Automatic Sprinkler Systems FORM 2-1 Contractor's Material and Test O Certificate for Aboveground Piping (coast.) Test Description (conQ PNEUMATIC:Establish 40 psi (2.7 bar) air pressure and measure drop, which shall not exceed 11/2 psi (0.1 bar) in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 11/2 psi (0.1 bar) in 24 hours. Tests All piping hydrostatically tested at 200+ psi (bar)for 2 hrs. Dry piping pneumatically tested? ❑ Yes ❑ No Equipment operates properly? ❑ Yes ❑ No If no,state reason. Drain test—Reading of gauge located near water supply test pipe: Static pressure: 95 psi (bar) Drain test—Residual pressure with valve in test pipe open wide: 65 psi (bar) Underground mains and lead-in connections to system risers flushed before connections made to sprinkler piping Verified by copy of the U Form No. 85B 21 Yes ❑ No ❑ Other Flushed by installer of underground sprinkler piping [] Yes ❑ No ❑ Other If other, explain. Blank Testing Gaskets Number used Locations NIA Number removed Welding Welded piping? ❑ Yes ❑ No If yes, Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that the welding was performed by welders qualified in com- pliance with the requirements of at least AWS D10.9, Level AR-3? ❑ Yes ❑ No Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, that openings in piping are smooth, that slag and other welding residue are removed, and that the internal diameters of piping are not penetrated? ❑ Yes ❑ No Hydraulic Data Nameplate Nameplate provided? [] Yes ❑ No If no, explain. Remarks Date left in service with all control valves open: Sprinkler Contractor: Unlimited Mechanical, Inc. Signatures of Test Witnesses For property owner(signed) Title Date For sprinkler contractor(signed) fbr� ✓�=u��- Title president Date 08/29/2017 PAGE 3of3 Copyright©2000 National Fire Protection Association Permit#: 1428 Permit Date: 04/19/17 Permit Type: FIRE SPRINKLER Project Nam e Park 77 Applicant Nam a Unlim Ied Mechanical, Inc. Applicant Address: PO BOX 1457 Applicant, City, State, Zip: Marysville,WA98270 Contact: Shelley Johnson Phone: 425-583-4775 Em al: shelley@um 1'ireprotection.com Scope of Work: New m ilti-faro iy Valuation: 170500.00 Square Feet: 0 Num ber of Stories: 3 Construction Type: O xupancy G ioup: ID Code: Permit Issued: 04/26/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address L egal Description O wner Nam e Caner Phone Zoning 00829100000103 2 0227 77thAvenue NE WDARLINGTON 910 Undeveloped INVESTMINT LLC (Vacant)Land Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# UNLIMITED Shelley Johnson 4 25-583-4775 1922163rd CONSTRUCTION Labor&UNLIMMD93M6 MECHANICAL INC Avenue NE#2 CONTRACTOR Industires Inspections Date I nspection Type D escription S cheduled Date C om lieted Date I nspector S tatus 06/11/2018 FS07.FIRE BLDG.1 Sprinkler system 06/11/2018 B UILDING A pproved SPRINKLER FINAL Approved Com Bete. 06/11/2018 FS07.FIRE BLDG.3 Sprinkler system 04/27/2018 B UILDING A pproved SPRINKLER FINAL Approved Com Bete. 06/11/2018 FS07.FIRE BLDG.2 Sprinkler system 06/01/2018 B UILDING A pproved SPRINKLER FINAL Approved Com Bete. 06/11/2018 FS07.FIRE BLDG.?Sprinkler system 04/20/2018 B UILDING Approved SPRINKLER FINAL Approved Com Bete. 06/11/2018 FS07.FIRE BLDG.8 Sprinkler system 04/24/2018 B UILDING Approved SPRINKLER FINAL Approved Com Bete. 05/07/2018 FS07.FIRE BLDGA Sprinkler system 05/04/2018 B UILDING Approved SPRINKLER FINAL Approved Com Bete. 04/05/2018 FS07.FIRE BLDG.6 Sprinkler system 03/29/2018 B UILDING Approved SPRINKLER FINAL Approved Com Bete. 02/15/2018 FS07.FIRE BLDG.2 Sprinkler rough in 02/14/2018 B UILDING Approved SPRINKLER FINAL com Bete 01/26/2018 FS07.FIRE BLDG.4 Sprinkler rough in BUILDING Approved SPRINKLER FINAL com Bete 01/25/2018 FS07.FIRE BLDG.3 Sprinkler rough in 01/22/2018 B UILDING Approved SPRINKLER FINAL com Bete 01/09/2018 FS07.FIRE BLDG.8 Sprinkler rough in 01/09/2018 B UILDING Approved SPRINKLER FINAL com Bete 12/22/2017 FS07.FIRE BLDG.5 Sprinkler system 12/22/2017 B UILDING Approved SPRINKLER FINAL Approved Com Bete. 11/28/2017 FS07.FIRE BLDG. 16 Sprinkler system 11/28/2017 B UILDING Approved SPRINKLER FINAL Approved Com Bete. 11/21/2017 FS07.FIRE BLDG. 15 Sprinkler system 11/17/2017 B UILDING Com lieted SPRINKLER FINAL Approved Com Bete. 10/26/2017 FS07.FIRE BLDG 10/H Sprinkler BUILDING Com lieted SPRINKLER FINAL system Approved Com Bete. 10/19/2017 FS07.FIRE BLDG.9 Sprinkler system 10/19/2017 B UILDING Com lieted SPRINKLER FINAL Approved Com Bete. Bldg 5 Sprinkler rough in com liete all floors pressure 09/20/2017 FS07.FIRE test verified,floor 3 E&W 09/15/2017 B UILDING Approved SPRINKLER FINAL com m n wall sprinkler heads @ kitchen will require stubs through soffet 08/25/2017 FS07.FIRE BLDG 11 bucket test 08/23/2017 B UILDING Approved SPRINKLER FINAL approved 40 GPM @ 20 sec. FS07.FIRE BLDG. 15 Sprinkler system Corrections- 08/11/2017 SPRINKLER FINAL incom Bete pipe not Needs connected in D5 reinspection FS07.FIRE BLDG.#14 Sprinkler rough 07/27/2017 SPRINKLER FINAL in com Bete all floors BUILDING Approved pressure test verified. BLDG.#9 Sprinkler rough 07/14/2017 FS07.FIRE in incom liete m'sing 2 07/14/2017 B UILDING Approved SPRINKLER FINAL sprinkler heads 1,2nd floor 1 3rd floor E.end FS07.FIRE BLDG.#17 Sprinkler rough 06/30/2017 SPRINKLER FINAL in com Bete all floors 06/29/2017 B UILDING Approved pressure test verified FS07.FIRE BLDG.#12 Sprinkler rough 06/14/2017 SPRINKLER FINAL in com Bete all floors 06/14/2017 B UILDING Com lieted pressure test verified. 05/08/2017 FS07.FIRE Approved SPRINKLER FINAL Plan Reviews Date R eview Type D escription A ssigned To R eview Status 04/19/2017 F IRE SPRINKLER B UILDING Attached Letters Date Letter D escription 04/19/2017 Building Penn Notes Date Note C reated By: 04/20/2017 Em tiled that perm i is ready to be picked up.KF K ristin Foster 04/19/2017 See original perm 1#1174 for additional com mats and fees. K ristin Foster Uploaded Files Date File Nam e 09/27/2017 2655720-Bldg.C Fire Sprinkler Cert.pdf 09/27/2017 2655719-Bldg.B Fire Sprinkler Cert.pdf 09/27/2017 2655718-BLdg.A Fire Sprinkler Cert.pdf 04/26/2017 2244279-1428 Issued Perm i.pdf 04/19/2017 2227858-Application.pdf 04/19/2017 2227857-Park 77 1-13-2017 Equipment Specs.pdf 04/19/2017 2227856-Park 77 1-13-2017 Hydraulic Calcs.pdf tqa Worldwide www.tyco-fire.com Fire Protection Contacts Products RAPID RESPONSE Series LFII Residential Sprinkler 4.4 K-factor Horizontal Sidewall, Dry 'hype Wet Pipe System The Series LFII Dry Type Residential General Horizontal Sidewall Sprinklers have Descri t/On been designed with heat sensitivity and p water characteristics proven to help in The TYCO RAPID RESPONSE Series the control of residential fires and to LFII Dry Type Residential Horizontal improve the chance for occupants to escape or be evacuated. Sidewall (HSW) Sprinklers (TY2335) are dry-type decorative,fast response, frangible bulb sprinklers designed for FTMM use in residential occupancies such as The Series LFII Dry Type Residential homes, apartments, dormitories, and Horizontal Sidewall Sprinklers(TY2335) hotels. described herein must be installed and The Series LFII Dry Type Residential maintained in compliance with this Horizontal Sidewall Sprinklers are typ- document and the applicable stan- �+ ically used where sprinklers and/or a dards of the National Fire Protection NJF� portion of the connecting piping are Association (NFPA), in addition to the exposed to freezing temperatures(e.g., standards of any authorities having 0 horizontal sprinkler supplied from wet jurisdiction. Failure to do so may impair systems into unheated areas). the performance of these devices. Discharge Coefficient The Series LFII Dry Type Residen- The owner is responsible for main- K=4.4 gpm/psis-(63,4 Ipm/bar') tial Horizontal Sidewall Sprinklers are taining their fire protection system Inlet Thread Connections intended for use in Residential Sprin- and devices in proper operating con- 1 Inch NPT kler systems for one- and two-family dition. Contact the installing contrac- ISO 7-R 1 dwellings and mobile homes per NFPA for or product manufacturer with any 13D; residential sprinkler systems for questions. Sprinkler Temperature Rating residential occupancies up to and 155°F(68°C) including four stories in height per Sprinkler Finishes NFPA 13R;or,sprinkler systems for the Natural Brass,Signal White,or Chrome residential portions of any occupancy Identification Plated per NFPA 13. Order Lengths The recessed version is intended Number (SIN) Minimum:3-3/4 inches(95,3 mm) for use in areas with finished walls. TY2335 Maximum:24 inches(609,6 mm) It employs a two-piece Style 20 Physical Characteristics Recessed Escutcheon. The Recessed Technical Inlet.............................. Brass eC Escutcheon provides 1/4 inch(6,4 mm) /Ca Plug ............................. Brass of recessed adjustment or up to 1/2 Yoke....................... Stainless Steel inch(12,7 mm)of total adjustment from Data Casing....................Galvanized Steel the flush mounting surface position. Insert ........................... Bronze The design of this escutcheon provides Approvals Bulb Seat................... Stainless Steel UL Listed Bulb........... ..Glass a level of flexibility in adjusting sprinkler Compression Screw..................Brass supply connections. Certified to all requirements of Deflector.......................... Brass NSF/ANSI 61 Frame .............................Brass Guide Tube................. Stainless Steel (Refer to the Design Criteria section for Water Tube ................. Stainless Steel IMPORTANT details on these approvals.) Bushing............................Brass Always refer to Technical Data Plug Spring................. Stainless Steel Y Maximum Working Pressure Sealing Assembly..Beryllium Nickel w/TEFLON Sheet TFP700 for the "INSTALLER 175 psi(12,1 bar) Escutcheon...... ............Carbon Steel WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 MARCH 2O16 TFP461 TFP461 Page 2 of 6 PLUG WITH YOKE PLUG WATER GUIDE FRAME 3 mm DEFLECTOR SEALING SPRING TUBE TUBE 1 BULB ASSEMBLY 1 I INLET ESCUTCHEON BULB VENT COMPRESSION INLET BAND BUSHING CASING MOUNTING PLATE SEAT HOLE SCREW FIGURE 1 RAPID RESPONSE SERIES LFII DRY TYPE RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLERS(TY2335)ASSEMBLY Operation Hydraulic Design Do not install the Series LFII Dry Type /r (NFPA 13) Residential Horizontal Sidewall Sprin- When the TYCO RAPID RESPONSE For systems designed to NFPA 13,the klers into elbow fittings.The Inlet of the Series LFII Dry Type Residential Hori- number of required design sprinklers is sprinkler can contact the interior of the zontal Sidewall Sprinkler is in service, the four most hydraulically demanding elbow, potentially damaging the Inlet water is prevented from entering the sprinklers. The minimum required dis- seal. assembly by the Plug with Sealing charge from each of the four sprinklers Only use the configuration in Figure 4 Assembly (Ref. Figure 1) in the Inlet of is the greater of the following: where the sprinkler fitting and water- the Sprinkler. • flow rates listed in Table A as a filled pipe at the sprinkler fitting are The glass Bulb contains a fluid that function of temperature rating and not subject to freezing and where expands when exposed to heat.When the maximum allowable coverage the length of the Series LFII Sprinkler the rated temperature is reached, the area. has the minimum exposure length per fluid expands sufficiently to shatter the • minimum discharge of 0.1 gpm/ft2 Figure 5. Refer to the Exposure Length glass Bulb to release the Bulb Seat.The over the design area comprised section and Table B. system's water pressure is then able to of the four most hydraulically • the 1 inch NPT outlet of a unseat the Plug with Sealing Assem- demanding sprinklers for the actual GRINNELL Figure 730 Mechanical bly.The Plug Spring turns the Plug with coverage areas protected by four Tee in wet pipe systems only Sealing Assembly aside, allowing the sprinklers. • the 1 inch NPT CPVC outlet of a sprinkler to activate and flow water. Obstruction to Water Distribution 1" x 1" x 1" NPT Sprinkler Head Sprinklers are to be located in accor- Adapter Tee (P/N 80249) in wet Design dance with the obstruction rules of systems only NFPA 13D, 13R, and 13 as applicable . the 1 inch NPT CPVC outlet of a Criteria for residential sprinklers as well as with 1" x 1" NPT Female Adapter The TYCO RAPID RESPONSE Series the obstruction criteria described within (P/N 80145) in wet systems only LFII Dry Type Residential Horizon- the Technical Data Sheet TFP490. • the 1 inch NPT outlet of a tal Sidewall Sprinklers (TY2335) are Operational Sensitivity 1" x 1" x 1" NPT CPVC Sprinkler UL Listed for installation in accordance The sprinkler must be located relative Head Adapter Tee (P/N 80259) in with this section. to the mounting surface as shown in wet pipe systems only Residential Sprinkler Design Guide Figures 2 and 3. When conditions exist that are outside Sprinkler Spacing the scope of the criteria provided in The minimum lateral spacing between this section, refer to the technical data sprinklers is 8 feet(2,4 m).The maximum Do not install the Series LFII Dry Type sheet entitled Residential Sprinkler lateral spacing between sprinklers Residential Horizontal Sidewall Sprin- Design Guide (TFP490) for the manu- cannot exceed the length of the cov- klers into any other type fitting without facturer's recommendations that may erage area (refer to Table A) hydrauli- first consulting the Tyco Fire Protection be acceptable to the local authority cally calculated (e.g., a maximum of Products (TFPP) Technical Services. having jurisdiction. 12 feet for a 12 ft.x 12 ft.coverage area Failure to use the appropriate fitting System Type or 18 feet for a 18 ft. x 20 ft. coverage may result in the following: Wet Pipe area). failure of the sprinkler to operate Hydraulic Design Sprinkler Fittings properly due to formation of ice over y g The following fittings may be used: the Inlet Plug or binding of the Inlet (NFPA 13D and 13R) Plug. For systems designed to NFPA 13D or the 1 inch NPT outlet or run of a NFPA 13R,the minimum required sprin- malleable or ductile iron threaded insufficient engagement of the in- kler flow rates are given in Table A as a tee fittings that meet the dimen- let pipe threads with consequent function of temperature rating and the sional requirements of ANSI B16.3 leakage. maximum allowable coverage areas. (Class 150) Exposure Length The sprinkler flow rate is the minimum . the 1 inch NPT outlet or run of a When using Series LFII Dry Type Resi- required discharge from each of the cast iron threaded tee fitting that dential Horizontal Sidewall Sprinklers total number of"design sprinklers,"as meet the dimensional requirements in wet pipe sprinkler systems to protect specified in NFPA 13D or NFPA 13R. of ANSI B16.4 (Class 125) areas subject to freezing temperatures, use Table B to determine the appro- TFP461 Page 3of6 WET PIPE SYSTEM Maximum Minimum Flow and Residual Pressill Coverage Area"-- Maximum 155°F(68°C) Width x Length Spacing Minimum Ft.x Ft. Feet Flow Pressure Deflector to Installation Spacing (m x m) (m) (I pm) (bar)m si Ceiling Type Feet (m) 12 x 12 12 13 8.7 (3.7 x 3,7) (3.7 49,2 0,60) 14 x 14 14 14 10.1 (4.3 x 4.3) 4,3 53,0 0.70) 16 x 16 16 18t�) 16.71e' 4 to 6 4,9 x4.9) (4,9) (68,1) (1,15) Inches 16 x 18 16 211ni 22.80) 4,9 x 5,5 4,9 79.5 (1,57 16 x 20 16 25 32.3 Recessed 4,9 x 6.1) 4.9 (94,6 (2.23) 8 12 x 12 12 15 11.6 or Plain (2.4) 3 7 x 3.7) 3,7 (56,8) (0,80) Barreled 14x14 14 1611" 13.200 (4,3 x 4,3) 4.3 60.6 (0.91) 16x16 16 19 18.6 6to12 4,9 x 4,9 419 71,9 1,28 Inches 16 x 18 16 22(h) 25'"% 4,9 x 5,5 4,9 83,3 1,72 16 x 20 16 300' 46.5f11 4.9 x 61 4,9 113.E 3,20) Notes: a. For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. b. This dimension refers to the Width(backwall where the sprinkler is located)times the Length(horizontal throw of the sprinkler). c. The requirement is based on minimum flow in gpm(Ipm)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Referto Hydraulic Design under the Design Criteria section for details. d. For NFPA 13 residential applications,the greater of 0.1 gpm/fV over the design area or the flow in accordance with the criteria in this table must be used. e. For sprinklers installed prior to May 1,2016,a flow rate of 17 gpm at a pressure of 14.9 psi may be used. f. For sprinklers installed prior to May 1,2015,a flow rate of 15 gpm at a pressure of 11.6 psi may be used. g. For sprinklers installed prior to May 1,2015,a flow rate of 19 gpm at a pressure of 18.6 psi may be used. h. For sprinklers installed prior to May 1,2015,a flow rate of 20 gpm at a pressure of 20.7 psi may be used. j. For sprinklers installed prior to May 1,2015,a flow rate of 25 gpm at a pressure of 32.3 psi may be used. TABLE A WET PIPE SYSTEM SERIES LFII DRY TYPE HORIZONTAL SIDEWALL SPRINKLERS NFPA 13D, 13R AND 13 HYDRAULIC DESIGN CRITERIA priate exposed sprinkler barrel length to prevent water from freezing in the ature Temperatures for Heated Area(,) connecting pipes due to conduction. Expose to DisTempcharge The exposed barrel length measure- Exposed to Discharge 40°F(4°C) 50°F(10°C) 60°F(16°C P 9 End of Sprinkler ment must be taken from the face of Minimum Exposed Barrel Length, Inches(mm)Ibf the sprinkler fitting to the surface of the 40°1`(4°C) 0 0 0 structure or insulation that is exposed to the heated area.Refer to Figure 5 for 30°F(-1°C) 0 0 0 an example. 20°F(-7°C) 4(100) 0 0 Clearance Space When connecting an area subject 10°F(-12°C) 8(200) 1 (25) 0 to freezing and an area containing a 0°F(-18°C) 12(305) 3(75) 0 wet-pipe sprinkler system, the clear- ance space around the sprinkler barrel -10°F(-23°C) 14(355) 4(100) 1 (25) of Dry Type Residential Sprinklers -20°F(-29°C) 14(355) 6(150) 3(75) must be sealed, in accordance with the National Fire Protection Associa- -30°F(-34°C) 16(405) 8(200) 4(100) tion. Due to temperature differences -40°F(-40°C) 18(455) 8(200) 4(100) between the two areas, the potential for the formation of condensation in 50°F(-46°C) 20(510) 10(255) 6(150) the sprinkler and subsequent ice build- -60°F(-51°C) 20(510) 10(255) 6(150) up is increased. If this condensation is not controlled, ice build-up can occur Notes: that might damage the dry type sprin- a. For protected area temperatures that occur between values listed above,use the next cooler temperature kler and/or prevent proper operation in b. These lengths are inclusive of wind velocities up to 30 mph(18,6 kph) a fire situation. TABLE BMINIMUM RECOMMENDED LENGTHS OF EXPOSED Use of the Model DSB-2 Dry Sprin- SPRINKLER BARRELS IN WET PIPE SYSTEMS kler Boot, described in Technical Data Sheet TFP591 and shown in Figures 4 and 5, can provide the recommended seal. TFP461 Page 4 of 6 ORDER LENGTHS: 5-1/2"to 24"(139,7 to 609,E mm) MINIMUM IN 1/4"(6,4 mm)INCREMENTS 2-1/4" (57,2 mm) MAXIMUM 6" (152,4 mm) FACE OF DEFLECTOR TO SPRINKLER MOUNTING FITTING SURFACE 5/16" SPRINKLER FITTING / (7,9 mm) (REFER TO DESIGN CENTERLINE CRITERIA SECTION) OF WATERWAY FIGURE 2 RAPID RESPONSE SERIES LFI/DRY TYPE RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLERS WITHOUT ESCUTCHEON ORDER LENGTHS: 3-3/4"to 24"(95,3 to 609,E mm) IN 1/4"(6,4 mm)INCREMENTS 2-3/16"±1/4" (55,6±6,4 mm) FACE OF FACE OF SPRINKLER MOUNTING 5/16" FITTING SURFACE (7,9 mm) 2-7/8"DIA. (73,0 mm) SPRINKLER FITTING (REFER TO DESIGN CENTERLINE 1-3/4" DIA. CRITERIA SECTION) OF WATERWAY (44,5 mm) FIGURE 3 RAPID RESPONSE SERIES LFI/DRY TYPE RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLERS WITH STYLE 20 RECESSED ESCUTCHEON mums �e PLUG I�OUTLET FACE OF j SPRINKLER SPRINKLER ff FITTING i FITTING f (SEE DESIGN �' DSB-2 CRITERIA BOOT / SECTION) - `1 f 1, EXPOSURE DSB-2 LENGTH BOOT (SEE DESIGN TO WET CRITERIA SYSTEM ~ SECTION) FIGURE 4 FIGURE 5 SPRINKLER FITTING IN SPRINKLER BARREL HEATED AREA EXPOSURE LENGTH TFP461 Page 5of6 the sprinkler. Re-adjust the position of cleaned by means of gently dusting the sprinkler fitting to suit. with a feather duster; otherwise, non- Note: Install horizontal sidewall sprin- operation in the event of a fire or inad- WRENCH RECESS klers only in the horizontal position vertent operation may result. (USE END"A" with their centerline of waterway par- A Vent Hole is provided in the Bulb ONLY) allel to the ceiling. The word TOP on the Seat (Ref. Figure 1) to indicate if the Deflector is to face towards the ceiling. Series LFII Dry Type Residential Hor- FIGURE 6 Step 1. With a non-hardening pipe- izontal Sidewall Sprinkler is remain- W-TYPE 6 thread sealant such as Teflon tape ing dry. Evidence of leakage from the SPRINKLER WRENCH applied to the inlet threads, hand- Vent Hole indicates potential leakage tighten the sprinkler into the sprinkler past the Plug with Sealing Assembly fitting. and the need to remove the sprinkler PUSH WRENCH to determine the cause of leakage(e.g., IN TO ENSURE Step 2. Wrench-tighten the sprinkler an improper installation or an ice plug). ENGAGEMENT using a pipe wrench on the Inlet Band Close the fire protection system control WITH SPRINKLER or the Casing (Ref. Figure 1), or using valve and drain the system before ® WRENCHING AREA the W-Type 6 or W-Type 7 Sprinkler removing the sprinkler. _ Wrench as follows: Sprinklers which are found to be • For plain-barrel horizontal sidewall leaking or exhibiting visible signs of WRENCH sprinklers, apply the Wrench corrosion must be replaced. RECESS Recess End "A" of the W-Type 6 ® Sprinkler Wrench (Ref. Figure 6)to Automatic sprinklers must never be the Wrench Flat. painted, plated, coated, or other- wise altered after leaving the factory. • For recessed horizontal sidewall Modified sprinklers must be replaced. sprinklers, apply the Wrench Sprinklers that have been exposed to Recess of the W-Type 7 Sprinkler corrosive products of combustion, but WRENCH Wrench to the Wrench Flat have not operated,should be replaced FLAT (Ref. Figure 7). if they cannot be completely cleaned If sprinkler removal is necessary, by wiping the sprinkler with a cloth or FIGURE 7 remove the sprinkler using the same by brushing it with a soft bristle brush. W-TYPE 7 RECESSED wrenching method noted above.Sprin- Care must be exercised to avoid SPRINKLER WRENCH kler removal is easier when a non-hard- damage to the sprinklers before, ening sealant was used and torque during, and after installation. Sprin- guidelines were followed.After removal, klers damaged by dropping, striking, Installation inspect the sprinkler for damage. wrench twist/slippage,or the like,must TYCO RAPID RESPONSE Series LFII Step 3.After installation of the gypsum be replaced. Also, replace any sprin- board or other wall/soffit finish material, kler that has a cracked bulb or that has Dry Type Residential Horizontal Side- slide the Style 20 Recessed Escutch- lost liquid from its bulb (Ref. Installa- wall Sprinklers must be installed in eon Closure over the sprinkler. Push tion section). accordance with this section. the closure over the mounting plate The owner is responsible for the General Instructions until its flange contacts the wall. inspection,testing,and maintenance of The Series LFII Dry Type Residential their fire protection system and devices Horizontal Sidewall Sprinklers must Care and in compliance with this document, as only be installed in fittings that meet well as with the applicable standards the requirements of the Design Criteria Maintenance of the National Fire Protection Asso- section. For other important require- ciation (e.g., NFPA 25), in addition to ments regarding piping design and TYCO RAPID RESPONSE Series LFII the standards of any authorities having sealing of the clearance space around Dry Type Residential Horizontal Side- jurisdiction.Contact the installing con- the Sprinkler Casing,refer to the Design wall Sprinklers(TY2335)must be main- tractor or product manufacturer with Criteria section. tained and serviced in accordance with any questions. Do not install any bulb type sprinkler this section. Automatic sprinkler systems are rec- if the Bulb is cracked or there is a loss Before closing afire protection system ommended to be inspected, tested, of liquid from the Bulb. With the sprin- main control valve for maintenance and maintained by a qualified Inspec- kler held horizontally,a small air bubble work on the fire protection system tion Service in accordance with local should be present.The diameter of the that it controls, obtain permission to requirements and/or national codes. air bubble is approximately 1/16 inch shut down the affected fire protection (1,6 mm). systems from the proper authorities A leak-tight 1 inch NPT sprinkler joint and notify all personnel who may be should be obtained by applying a min- affected by this action. imum-to-maximum torque of 20 to 30 Absence of a Recessed Escutch- ft.-Ibs.(26,8 to 40,2 Nm). Higher levels eon Plate or a Domed Concealed of torque can distort the sprinkler Inlet Cover Plate to cover a clearance hole or Frame with consequent leakage or can delay sprinkler operation in a fire impairment of the sprinkler. situation. Do not attempt to compensate for The owner must assure that the sprin- insufficient adjustment in an Escutch- klers are not used for hanging any eon Plate by under- or over-tightening objects and that the sprinklers are only Tr-P461 Page 6of6 P/N* 63 - XXX - X- XXX SIN TEMPERATURE SPRINKLER ESCUTCHEON ORDER LENGTH RATING FINISH FINISH (EXAMPLES) HORIZONTAL 155°F(68°C) NATURAL BRASS 055 5.50" 12 SIDEWALL WITH TY2335 E 2 BRASS PLATED RECESSED ESCUTCHEON 082 8.25" SIGNAL WHITE SIGNAL WHITE HORIZONTAL 4 (RAL9003) (RAL9003) 13 SIDEWALL TY2335 POLYESTER POLYESTER 180 18.00" WITHOUT ESCUTCHEON CHROME CHROME 9 PLATED PLATED 187 18.75 Notes: 240 24.00" Use Prefix"I"for ISO 7-R 1 Inlet Thread Connection(e.g„I-(i3-121-9-180) TABLE C RAPID RESPONSE SERIES LFII DRY-TYPE RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLERS PART NUMBER SELECTION Limited Orderin Separately Ordered Sprinkler Wrench Warrant Procedure Specify: W-Type 6 Sprinkler Wrench Y (Figure 6), P/N 56-000-6-387 For warranty terms and conditions,visit Contact your local distributor for avail- Specify:W-Type 7 Recessed Sprinkler www.tyco-fire.com. ability.When placing an order,indicate Wrench (Figure 7), P/N 56-850-4-001 the full product name and part number Separately Ordered (P/N). Escutcheon Horizontal Sidewall Specify: Style 20 Recessed Escutch- Sprinkler Assemblies eon with(specify')finish, P/N(specify') Note:Unless otherwise indicated refer Refer to Technical Data Sheet TFP770 to Table C. Specify: Series LFII Dry Type Resi- dential Horizontal Sidewall Sprinkler, SIN TY2335, with (specify Recessed or without) Escutcheon, 4.4 K-fac- tor, Temperature Rating 155°F (68°C), Sprinkler Finish (specify), Escutcheon Finish (specify if applicable), Order Length (specify value per Figure 4 or 5), Inlet Thread Size (1 inch NPT or ISO 7-R 1), P/N(specify) GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2016 Tyco Fire Products,LP. All rights reserved.TEFLON is trademark of The DuPont Corporation "f titl/G•O frro Protection Products WASHINGTON STATE 1 CERTIFICATE OF COMPETENCY I FIRE PROTECTION SPRINKLER SYSTEMS I Cnnsuan B Klein (� i 6dto-0t�8-C \ � Me of Stale Fire Martal ` UN IMMI00601 E^ W I Expires I 1Z39/17 LSD"� — SEAL MUST BE SIGNED AND DATED TO BE VA.'D Fire Protection by Computer Design UMI FIRE PROTECTION PO BOX 1457 MARYSVILLE, WA 98270 Job Name PARK 77 A AREA 1 REV 1 Building Location System Contract Data File PARK 77 A AREA 1 REV 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 L) w / co CC) o k\f m\ E± 00 � / . . .. .. .. . . .. » _ q G o E E 'E E \ k a) / 5,>� \� L//gym 6\t� 5\f %o22ICG E 3 \ \ / < \ £ 2 E e f \ / f \ i 2 � L) -o o< I / z / k ƒ / _ o / zy \ E / 0 o S o a $// .. \ .. e U \ SR G i f_ i 2 n-ƒ AIL / U LU \ ƒ02 2 0 e2 �7 ® ® m g � 3- eo _ � < #tea& © 2 » o00 c ƒ / \ /% % E / ? / \ /\ ? / \ / E Of w 7 000 @ 000 / a 000 E$ EC = coo coo ~ coo a ooc co ooc 0 Cl) = o00 \ £ LO ooc 5 E 2 / oco / Cl) c oo E Q \ / \ � \ Cl) 2 / a / 5 (3) } J � + d $ 22 mm %£ \ cli j ^ ! CL M < \ = o ƒU� 2 LL > � C: § § \ 2 \ 2 2 � I m # § _>7 ® = = 522E J ® 3cc ƒ �\ a) 7 0 / z j` ` = 0) 0 \ = o = o = ® = = / Q) a) _ - m 5 e 5 — § e o = m \ § - E = E k kU) 7 / \ J \ » ( # \ - \ \ \ / \ \ % 0 / 0) ? / \ E\ 2 / 2 § E = I = E � � oS � J ƒ n � j / ƒ / � { \ / \ § ( \ f2 = 25 . \ � \ \k � § } � _ - � _ \ _ %/= G k � £ ) c E z > o c 0 \ \ \ 2 § E \ � /Lj / � � �/ 72 § / = C) �f 3 3 _0U)L) m w < 0LU C) a) cn e E . c c o o =a n = / 0 2 03 /owo3 b 3 $ 2Ef � J5 � \ / ) j\\\ \ E cn :_ \ x a) ƒ � _j / ƒ \ / \ ƒ f7 \ / \ _ > o = ± / ƒ ƒ� =• - • m -E k � / = I = k 2z0Ww = Bu ± M ZL5 = e2 ,Pressure / Flow Summary - STANDARD UMI FIRE PROTECTION Page 3 PARK 77 A AREA 1 REV 1 Date 1-5-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. SS1 29A17 4.4 20.7 na 20.02 0.05 100 20.7 TS1 29.417 21.07 na BS1 19.417 26.5 na T1 19.417 28.46 na T2 19.417 31.12 na R12 19.417 33.87 na R11 9.5 39.26 na XX1 9.5 39.76 na TOR 9.5 44.8 na BF 4.0 50.44 na SPIG 1.0 57.78 na WM -2.5 61.73 na CITY -2.5 72.0 na 100.0 T4 19.417 31.09 na T6 19.417 31.15 na R22 19.417 32.19 na R21 9.5 37.07 na SS4 29.417 4.4 22.4 na 20.83 0.05 100 20.7 TS4 29.417 22.51 na BS4 19.417 28.02 na SS2 29.417 4.4 23.03 na 21.12 0.05 100 20.7 TS2 29.417 23.6 na BS2 19.417 29.13 na T5 19.417 29.83 na SS3 29.417 4.4 23.57 na 21.36 0.05 100 20.7 TS3 29.417 24.15 na BS3 19.417 29.71 na T3 19.417 30.29 na The maximum velocity is 13.77 and it occurs in the pipe between nodes T1 and T2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams UMI FIRE PROTECTION Page 4 PARK 77 A AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'****' Notes Point Qt Pf/Ft Eqv. Ln Total Pf Pn SS1 20.02 1.101 0 5.0 0.500 20.700 K Factor=4.40 to 150.0 0.0 5.000 0.0 TS1 20.02 0.0682 0.0 5.500 0.375 Vel = 6.75 TS1 0.0 1.101 N 7.0 9.000 21.075 to 150.0 0.0 7.000 4.331 BS1 20.02 0.0681 0.0 16-.000 1.090 Vel = 6.75 BS1 0.0 1.101 N 7.0 18.790 26.496 to 150.0 3R 3.0 10.000 0.0 T1 20.02 0.0682 0.0 28.790 1.963 Vel = 6.75 T1 20.83 1.101 R 1.0 4.420 28.459 to 150.0 0 5.0 6.000 0.0 T2 40.85 0.2550 0.0 10.420 2.657 Vel = 13.77 T2 7.85 1.598 5R 5.0 26.960 31.116 to 150.0 20 16.0 21.000 0.0 R12 48.7 0.0575 0.0 47.960 2.758 Vel = 7.79 R12 0.0 1.598 N 9.0 10.000 33.874 to 150.0 0.0 9.000 4.295 R11 48.7 0.0575 0.0 19.000 1.093 Vel = 7.79 R11 0.0 1.598 0 8.0 0.580 39.262 to 150.0 0.0 8.000 0.0 XX1 48.7 0.0576 0.0 8.580 0.494 Vel = 7.79 XX1 34.62 1.598 R 1.0 14.460 39.756 to 150.0 N 9.0 18.000 0.0 TOR 83.32 0.1554 0 8.0 32.460 5.043 Vel = 13.33 TOR 0.0 2.003 Fsp 0.0 5.000 44.799 to 150.0 0.0 0.0 5.382 ** Fixed Loss =3 BF 83.32 0.0518 0.0 5.000 0.259 Vel = 8.48 BF 0.0 2.003 Zaa 0.0 4.000 50.440 to 150.0 0.0 0.0 7.131 ' ' Fixed Loss = 5.832 SPIG 83.32 0.0518 0.0 4.000 0.207 Vel = 8.48 SPIG 0.0 1.985 0.0 45.000 57.778 to 150.0 0.0 0.0 1.516 WM 83.32 0.0540 0.0 45.000 2.432 Vel = 8.64 WM 0.0 1.985 0.0 5.000 61.726 to 150.0 0.0 0.0 10.000 ** Fixed Loss = 10 CITY 83.32 0.0540 0.0 5.000 0.270 Vel = 8.64 100.00 Qa = 100.00 183.32 71.996 K Factor= 21.61 T2 -7.85 1.598 2R 2.0 11.580 31.116 to 150.0 0.0 2.000 0.0 T4 -7.85 -0.0020 0.0 13.580 -0.027 Vel = 1.26 T4 21.36 1.598 3R 3.0 9.210 31.089 to 150.0 0.0 3.000 0.0 T6 13.51 0.0053 0.0 12.210 0.065 Vel = 2.16 T6 21.12 1.598 3R 3.0 13.880 31.154 to 150.0 0 8.0 20.000 0.0 R22 34.63 0.0306 N 9.0 33.880 1.037 Vel = 5.54 R22 0.0 1.598 N 9.0 10.000 32.191 to 150.0 0.0 9.000 4.295 R21 34.63 0.0306 0.0 19.000 0.582 Vel = 5.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams UMI FIRE PROTECTION Page 5 PARK 77 A AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *""" Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R21 0.0 1.598 11 R 11.0 60.790 37.068 to 150.0 20 16.0 27.000 0.0 XX1 34.63 0.0306 0.0 87.790 2.688 Vel = 5.54 0.0 34.63 39.756 K Factor= 5.49 SS4 20.83 1.101 R 1.0 0.500 22.404 K Factor=4.40 to 150.0 0.0 1.000 0.0 TS4 20.83 0.0733 0.0 1.500 0.110 Vel = 7.02 TS4 0.0 1.101 N 7.0 9.000 22.514 to 150.0 0.0 7.000 4.331 BS4 20.83 0.0734 0.0 16.000 1.174 Vel = 7.02 BS4 0.0 1.101 0 5.0 1.000 28.019 to 150.0 0.0 5.000 0.0 T1 20.83 0.0733 0.0 6.000 0.440 Vel = 7.02 0.0 _ 20.83 28.459 K Factor= 3.90 SS2 21.12 1.101 N 7.0 0.500 23.034 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS2 21.12 0.0752 0.0 7.500 _0.564 Vel = 7.12 TS2 0.0 1.101 N 7.0 9.000 23.598 to 150.0 0.0 7.000 4.331 BS2 21.12 0.0752 0.0 16.000 1.204 Vel = 7.12 BS2 0.0 1.101 0 5.0 4.290 29.133 to 150.0 0.0 5.000 0.0 T5 21.12 0.0752 0.0 9.290 0.699 Vel = 7.12 T5 0.0 1.101 2R 2.0 10.570 29.832 to 150.0 0 5.0 7.000 0.0 T6 21.12 0.0752 0.0 17.570 1.322 Vel = 7.12 0.0 21.12 _ 31.154 K Factor= 3.78 SS3 21.36 1.101 N 7.0 0.500 23.571 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS3 21.36 0.0769 0.0 7.500 0.577 Vel = 7.20 TS3 0.0 1.101 N 7.0 9.000 24.148 to 150.0 0.0 7.000 4.331 BS3 21.36 0.0768 0.0 16.000 1.229 Vel = 7.20 BS3 0.0 1.101 O 5.0 2.580 29.708 to 150.0 0.0 5.000 0.0 T3 21.36 0.0769 0.0 7.580 0.583 Vel = 7.20 T3 0.0 1.101 R 1.0 4.380 30.291 to 150.0 0 5.0 6.000 0.0 T4 21.36 0.0769 0.0 10.380 0.798 Vel = 7.20 0.0 21.36 31.089 K Factor= 3.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WASHINGTON STATE CERTIFICATE OF COMPETENCY ' FIRE PROTECTION SPRINKLER SYSTEMS t �t6-01d9 C ef1 �, o I t 0,TQ of Slate fire Marshal I UNJWffi3V,6',-7 o I �� Ezpirea ogn�lut�--------_-1--7 J SEAL MUST BE SIGNED AND DATED TO BE VALID Fire Protection by Computer Design UMI FIRE PROTECTION PO BOX 1457 MARYSVILLE, WA 98270 Job Name PARK 77 B AREA 1 REV 1 Building Location System Contract Data File PARK 77 B AREA 1 REV 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N U ti LO M�,.�M CC) r r N N co O co 00 co CD O O Cl) O M M N 000 M D7 O r�N rr co co � � N O C � co ^E O p N CLLn �� O '� EEEEEp O Lo N N O m (U a ao >� Lu Cl)CA`MCA a) CU �rNN OM (moo �Ot]02DCn E D 00 0 M O O Q O U) O 2 Z E m t v 0 0 Ln M � O U C U LO N 00 O r a O < _ CDz E O J Q� LL O CL O N O N E O U 0 O 0 0 O N CO [-O 00 I—LO j O N cn O U r " Ln � � z > (n - O r i � LLI nLL O >� @ (6 O U r O : 7 O ? F— LLI io Cl) (n N r O U) D o Q � ¢ (D o M (6rNN u ti U) L UUU D � o 0 0 0 0 0 T It Cl) O CD CD O CD O O O LL r r r r M M (` CO LO I' M N a oco & 000 N \ _ � 000 2f coo o00 ~ o00 2 000 = 000 0 Cl) o ccc \ ± Lo ccc \ 2 coc 7 Cl). ccc E \ \ \ \ \ m / ƒ s ± § $ J � � �� e a 22 m7 %£ ) 5 ~ \ ~ j ./ /\ k ) k L� \ LL ) •E = m / i g Ni - § % C) o z £ / 2 = 1 > o ._ 7 o E7522k U) - ) /\ CD k ) j o ) cn F\ / n = c E cn ) a) * � \ - x %B } } I % / fm $ e \ a) §® ©- 2 /W 2 .§ \ \ \ � E - - 5= = ¥ o 2 / / \ a2R\ = #� [ m \ 2 = _ � E 4 ¥ / � M 3 U) / n / / LL / L f \ / \ EE > = = 2e 5 \ 7 $ \ 7 t R 12 n _ z / j a) C\j U)f = n £ m E Z > � 5 ( / % $ § / § § / ƒ k 5¢ / / / 2f $ = O IL 7r92 = 0 m = n = / w \/ ( 0 0 ° - > - c- = = o c 0OILf I o ^ $ a 2 EfE < » m 2k /}}} k / & \ E/ E /- E e 2 w cz LL e o e < 2 G f � _ % b a % \ 7 ƒ � � ' n f � f \ � \ / \ / / CD « EkR = / '52c § O $ ƒ ƒj // \} \ \ / \ ƒ - 2W5 \M/ Pressure / Flow Summary - STANDARD UMI FIRE PROTECTION Page 3 PARK 77 B AREA 1 REV 1 Date 1-5-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SS1 29.417 4A 20.7 na 20.02 0.05 100 20.7 TS1 29.417 21.21 na BS1 19.417 26.63 na T1 19.417 28.44 na T2 19.417 31.4 na T3 19.417 31.41 na T4 19.417 31.87 na R12 19.417 33.89 na R11 19A17 34.97 na XX1 9.5 39.92 na TOR 9.5 45.67 na BF 4.0 51.31 na SPIG 1.0 58.65 na WM -2.5 62.62 na CITY -2.5 72.89 na 100.0 R22 19.417 32.67 na R21 9.5 37.56 na SS2 29.417 4.4 20.95 na 20.14 0.05 100 20.7 TS2 29.417 21.46 na BS2 19.417 26.9 na SS3 29.417 4.4 24.05 na 21.58 0.05 100 20.7 TS3 29.417 24.63 na BS3 19.417 30.22 na T5 19.417 31.0 na SS4 29.417 4.4 24.75 na 21.89 005 100 20.7 TS4 29.417 25.36 na BS4 19.417 30.97 na The maximum velocity is 13.53 and it occurs in the pipe between nodes T1 and T2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams UMI FIRE PROTECTION Page 4 PARK 77 B AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SS1 20.02 1.101 N 7.0 0.500 20.700 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS1 20.02 0.0681 0.0 7.500 0.511 Vel = 6.75 TS1 0.0 1.101 N 7.0 9.000 21.211 to 150.0 0.0 7.000 4.331 BS1 20.02 0.0682 0.0 16.000 1.091 Vel = 6.75 BS 1 0.0 1.101 O 5.0 18.500 26.633 to 150.0 3R 3.0 8.000 0.0 T1 20.02 0.0682 0.0 26.500 1.806 Vel = 6.75 T1 20.14 1.101 O 5.0 7.000 28.439 to 150.0 0.0 5.000 0.0 T2 40.16 0.2471 0.0 12.000 2.965 Vel = 13.53 T2 -35.25 1.598 R 1.0 5.170 31.404 to 150.0 0.0 1.000 0.0 T3 4.91 0.0008 0.0 6.170 0.005 Vel = 0.79 T3 21.89 1.598 3R 3.0 21.380 31.409 to 150.0 0.0 3.000 0.0 T4 26.8 0.0190 0.0 24.380 0.464 Vel = 4.29 T4 21.57 1.598 3R 3.0 15.500 31.873 to 150.0 O 8.0 20.000 0.0 R12 48.37 0.0568 N 9.0 35.500 2.017 Vel = 7.74 R12 0.0 1.598 N 9.0 10.000 33.890 to 150.0 0.0 9.000 0.0 R11 48.37 0.0568 0.0 19.000 1.080 Vel = 7.74 R11 0.0 1.598 O 8.0 2.500 34.970 to 150.0 R 1.0 9.000 4.295 XX1 48.37 0.0568 0.0 11.500 0.653 Vel = 7.74 XX1 35.25 1.598 R 1.0 18.750 39.918 to 150.0 O 8.0 18.000 0.0 TOR 83.62 0.1564 N 9.0 36.750 5.748 Vel = 13.38 TOR 0.0 2.003 Fsp 0.0 5.000 45.666 to 150.0 0.0 0.0 5.382 ** Fixed Loss = 3 BF 83.62 0.0522 0.0 5.000 0.261 Vel = 8.51 BF 0.0 2.003 Zaa 0.0 4.000 51.309 to 150.0 0.0 0.0 7.135 Fixed Loss = 5.836 SPIG 83.62 0.0520 0.0 4.000 0.208 Vel = 8.51 SPIG 0.0 1.985 0.0 45.000 58.652 to 150.0 0.0 0.0 1.516 WM 83.62 0.0544 0.0 45.000 2.448 Vel = 8.67 WM 0.0 1.985 0.0 5.000 62.616 to 150.0 0.0 0.0 10.000 Fixed Loss = 10 CITY 83.62 0.0544 0.0 5.000 0.272 Vel = 8.67 100.00 Qa = 100.00 183.62 72.888 K Factor= 21.51 T2 35.25 1.598 3R 3.0 27.920 31.404 to 150.0 N 9.0 12.000 0.0 R22 35.25 0.0316 0.0 39.920 1.263 Vel = 5.64 R22 0.0 1.598 N 9.0 10.000 32.667 to 150.0 0.0 9.000 4.295 R21 35.25 0.0316 0.0 19.000 0.601 Vel = 5.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams UMI FIRE PROTECTION Page 5 PARK 77 B AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R21 0.0 1.598 8R 8.0 66.460 37.563 to 150.0 0.0 8.000 0.0 XX1 35.25 0.0316 0.0 74.460 2.355 Vel = 5.64 0.0 35.25 39.918 K Factor= 5.58 SS2 20.14 1.101 N 7.0 0.500 20.946 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS2 20.14 0.0689 0.0 7.500 0.517 Vel = 6.79 TS2 0.0 1.101 N 7.0 9.000 21.463 to 150.0 0.0 7.000 4.331 BS2 20.14 0.0689 0.0 16.000 1.103 Vel = 6.79 BS2 0.0 1.101 N 7.0 8.380 26.897 to 150.0 2R 2.0 14.000 0.0 T1 20.14 0.0689 O 5.0 22.380 1.542 Vel = 6.79 0.0 20.14 28.439 K Factor= 3.78 SS3 21.58 1.101 N 7.0 0.500 24.045 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS3 21.58 0.0783 0.0 7.500 0.587 Vel = 7.27 TS3 0.0 1.101 N 7.0 9.000 24.632 to 150.0 0.0 7.000 4.331 BS3 21.58 0.0783 0.0 16.000 1.253 Vel = 7.27 BS3 0.0 1.101 O 5.0 4.960 30.216 to 150.0 0.0 5.000 0.0 T5 21.58 0.0783 0.0 9.960 0.780 Vel = 7.27 T5 0.0 1.101 R 1.0 5.210 30.996 to 150.0 O 5.0 6.000 0.0 T4 21.58 0.0782 0.0 11.210 0.877 Vel = 7.27 0.0 21.58 31.873 K Factor= 3.82 SS4 21.89 1.101 N 7.0 0.500 24.752 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS4 21.89 0.0805 0.0 7.500 0.604 Vel = 7.38 TS4 0.0 1.101 N 7.0 9.000 25.356 to 150.0 0.0 7.000 4.331 BS4 21.89 0.0804 0.0 16.000 1.286 Vel = 7.38 BS4 0.0 1.101 O 5.0 0.417 30.973 to 150.0 0.0 5.000 0.0 T3 21.89 0.0805 0.0 5.417 0.436 Vel = 7.38 0.0 21.89 31.409 K Factor= 3.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r 1NASHINGTON STATE 1 CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 1 CnrMan B Klein t 1 1 1 Mix Ci S le foe Mahal ` 1 U4LIM03mol Expif 12l31 SEAL MUST BE SIGNED AND DATED TO BE VAJD Fire Protection by Computer Design UMI FIRE PROTECTION PO BOX 1457 MARYSVILLE, WA 98270 Job Name PARK 77 C AREA 1 REV 1 Building Location System Contract Data File PARK 77 C AREA 1 REV 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N % /&/ \$ CD\2 �co ool LC),— / . . .. .. ,. .. .. m = / \—) =±&7/ = c » EEEE2) 2 scum$ = t 2\�_ %� E/3—co ) »\a\ /n\ §O=2I2m E 2 \ \ \ # , 2 z E � @ g * o Q \ \ } a L o2 / < _ r2 2 / Cl) ƒ E ± o / \ E / / / % $// U %5 \ \ Snƒ } - z °-- ® E U_ tea_� < ƒg2 2 / e ± =# mn 4 O3 moo = ca.� < +\/\ / = � O # "m © o 2 » $O0o § ƒ \ / \ / / CD \ / / / E / 9 / \ / \ / E G� ± @ I 2 0� 2 3 occ 2 0 a ooc & \ _ cn E2 7 oco 000 ~ coc ° 000 c o00 \ Cl) m; coo \ , ¥ m o00 z. E 2 ooc 7 � Cl) o0o E Q ) \ \ \ \ 2 2 N ƒ o - e § i 9 - § O m /$ a � � \ 73 £ 5 / / coC G 0 ° _ ƒ ) � � y = > 'E± E _ ± _ 0 � � 0 0 ? k \ \ f £ a k k 2 ALL 2c = � 3 \�f EUto $ ° ` _ &/ \ � �7 / \ o = o = M _ = 7 ® ° _ '- En(n co � = \ e / y % - _ _ / 5 % / $ ® $ \� � - \ \� 2 .§ \ .- E a m - a= = = = ¥ o § a = \ \ e2a- = L) * co 2 = = - 'Ei ? cm o $ � 0 R� § / 2 $ f 3 / $ § E0me « I & i CO i e & DE { 2 / \ ( 2 5 , C0 k 0 o -0 (n FOR / 2n z / j 2E ~ 24 % ® § -0M-r- 2 2 \ \s � 0 \ % J § 0 7 9 ± a / / = o = = n = / � 0. \55 _0Jfo m / ƒ 5@ua) § 2 = % I £ c » _ _ o 2 0 a } grog » 3 3 ± EfM ¢ % 2 \ / ) j\\\ \ / , / / \ .7\ \ \ \ � w 2 = k = = ( = o = ) e £ : q � > CD LL _ I EE 3 E = an / '52C = 0 / i ƒ\ /}\ } \ / R \ 20- zI'o0M Pressure / Flow Summary - STANDARD UMI FIRE PROTECTION Page 3 PARK 77 C AREA 1 REV 1 Date 1-5-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. SS1 29.417 4.4 24.85 na 21.93 0.05 100 20.7 TS1 29.417 25.45 na BS1 19.417 31.07 na T1 19.417 33.87 na T3 19.417 33.87 na R22 19.417 35.54 na R21 9.5 40.48 na XX1 9.5 45.83 na TOR 9.5 47.82 na BF 4.0 53.46 na SPIG 1.0 60.81 na WM -2.5 64.79 na CITY -2.5 75.06 na 100.0 T2 19.417 34.09 na R12 19.417 40.02 na R11 9.5 45.36 na SS4 29.417 4.4 25.0 na 22.0 0.05 100 20.7 TS3 29.417 25.61 na BS3 19.417 31.24 na SS3 29.417 4.4 20.7 na 20.02 0.05 100 20.7 TS2 29.417 20.8 na BS2 19.417 31.57 na SS2 29.417 4.4 20.7 na 20.02 0.05 100 20.7 The maximum velocity is 13.49 and it occurs in the pipe between nodes TS2 and BS2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams UMI FIRE PROTECTION Page 4 PARK 77 C AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SS1 21.93 1.101 N 7.0 0.500 24.847 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS1 21.93 0.0807 0.0 7.500 0.605 Vel = 7.39 TS1 0.0 1.101 N 7.0 9.000 25.452 to 150.0 0.0 7.000 4.331 BS1 21.93 0.0808 0.0 16.000 1.292 _ Vel = 7.39 BS1 0.0 1.101 20 10.0 23.670 31.075 to 150.0 R 1.0 11.000 0.0 T1 21.93 0.0807 0.0 34.670 2.798 Vel = 7.39 T1 -25.43 1.598 2R 2.0 8.500 33.873 to 150.0 0.0 2.000 0.0 T3 -3.5 -0.0005 0.0 10.500 -0.005 Vel = 0.56 T3 40.04 1.598 6R 6.0 26.540 33.868 to 150.0 0 8.0 23.000 0.0 R22 36.54 0.0338 N 9.0 49.540 1.675 Vel = 5.85 R22 0.0 1.598 N 9.0 10.000 35.543 to 150.0 0.0 9.000 4.295 R21 36.54 0.0338 0.0 19.000 0.642 Vel = 5.85 R21 0.0 1.598 20R 20.0 122.250 40.480 to 150.0 20 16.0 36.000 0.0 XX1 36.54 0.0338 0.0 158.250 5.351 Vel = 5.85 XX1 47.43 2.003 3R 3.0 13.880 45.831 to 150.0 0 10.0 24.000 0.0 TOR 83.97 0.0525 N 11.0 37.880 1.987 Vel = 8.55 TOR 0.0 2.003 Fsp 0.0 5.000 47.818 to 150.0 0.0 0.0 5.382 ' * Fixed Loss =3 BF 83.97 0.0526 0.0 5.000 0.263 Vel = 8.55 BF 0.0 2.003 Zaa 0.0 4.000 53.463 to 150.0 0.0 0.0 7.135 Fixed Loss = 5.836 SPIG 83.97 0.0525 0.0 4.000 0.210 Vel = 8.55 SPIG 0.0 1.985 0.0 45.000 60.808 to 150.0 0.0 0.0 1.516 WM 83.97 0.0548 0.0 45.000 2.466 Vel = 8.71 WM 0.0 1.985 0.0 5.000 64.790 to 150.0 0.0 0.0 10.000 ' * Fixed Loss = 10 CITY 83.97 0.0548 0.0 5.000 0.274 Vel = 8.71 100.00 Qa = 100.00 183.97 75.064 K Factor= 21.23 T1 25.43 1.598 2R 2.0 10.670 33.873 to 150.0 0.0 2.000 0.0 T2 25.43 0.0173 0.0 12.670 _ 0.219 _ Vel = 4.07 T2 22.00 1.598 14R 14.0 77.210 34.092 to 150.0 0 8.0 31.000 0.0 R12 47.43 0.0548 N 9.0 108.210 5.928 Vel = 7.59 R12 0.0 1.598 N 9.0 10.000 40.020 to 150.0 0.0 9.000 4.295 R11 47.43 0.0548 0.0 19.000 1.041 Vel = 7.59 R11 0.0 1.598 0 8.0 0.667 45.356 to 150.0 0.0 8.000 0.0 XX1 47.43 0.0548 0.0 8.667 0.475 Vel = 7.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FiMf Calculations - Hazen-Williams UMI FIRE PROTECTION Page 5 PARK 77 C AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "'." Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 47.43 45.831 K Factor= 7.01 SS4 22.00 1.101 N 7.0 0.500 24.999 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS3 22.0 0.0812 0.0 7.500 0.609 Vel = 7.41 TS3 0.0 1.101 N 7.0 9.000 25.608 to 150.0 0.0 7.000 4.331 BS3 22.0 0.0811 0.0 16.000 1.298 Vel = 7.41 BS3 0.0 1.101 20 10.0 22.170 31.237 to 150.0 3R 3.0 13.000 0.0 T2 22.0 0.0812 0.0 35.170 2.855 Vel = 7.41 0.0 22.00 34.092 K Factor = 3.77 SS3 20.02 1.101 Eql 0.956 0.500 20.703 K Factor=4.40 to 150.0 0.0 0.956 0.0 TS2 20.02 0.0680 0.0 1.456 _0.099 Vel = 6.75 TS2 20.02 1.101 Eql 17.213 9.000 20.802 to 150.0 0.0 17.213 4.331 BS2 40.04 0.2458 0.0 26.213 6.442 Vel = 13.49 BS2 0.0 1.101 0 5.0 4.333 31.575 to 150.0 0.0 5.000 0.0 T3 40.04 0.2457 0.0 9.333 2.293 Vel = 13.49 0.0 40.04 33.868 K Factor= 6.88 SS2 20.02 1.101 R 1.0 0.500 20.700 K Factor=4.40 to 150.0 0.0 1.000 0.0 TS2 20.02 0.0680 0.0 1.500 0.102 Vel = 6.75 0.0 20.02 20.802 K Factor= 4.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WASHINGTON STATECERTIFICATE F COMPETENCY e FIRE PROTECTION SPRINKLER SYSTEMS 66CMsban 1 C&C em f Oka cf State fie Marshal t UNUINIORMS � .12/3'1/-7 SEAL MUST BE SIGNED AND DATED TO BE VAJD Fire Protection by Computer Design UMI FIRE PROTECTION PO BOX 1457 MARYSVILLE, WA 98270 Job Name i PARK 77 D AREA 1 REV 1 Building Location System Contract Data File PARK 77 D AREA 1 REV 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 N (U ti LO Cl) m CO LO �foO co co O N N Cl)NOD�OoO- m (0 @ .. .. .. .. .. .. 7 � co (6 cn^E O a) O N O LL O (0 2) Co N N 0)a)5 (6 2 i 5 > d' a , ,0 ,2 Lu co U) (V N O co M N co 0 co O O Q O 0 O D Z E s c O _ O LO N O U U LO N O O � � O < 2 M Z En J p> LL O O N o O In � N E O U 0 0 0 0 O N M�CD LO N . j O j O O Z > (na) o > OLU onW `U (6 (6 CD -,a- o0 U W Q Q0. : CD >, I— W U) cn co V Q Ow �� o Q CDQ a C) (�66NN Ir [-- CD CD L CD CD M o N r O O CD CD CD CD CD CDLL' �' U — r — c-- — — O 00 ti M Ln ,I- M N � = W W W (A (o W 3 coo 2 0 occ R \ E$ oc cƒ / _ � ooc 000 2 cco ° occ c o00 0 0 o cco \ 5 r oco > E / ooc 2 § ®� 000 E ) E = Q f w - - � �m cN n — = c o E ± \ o ± f © = #% � \� 22 � = = 3 / f / / — /\ kL) « ) LL LL ( � _ � } ƒ _ ~� 0 � G 0C) 0 z £ y 2 f CD 555L E 3 a) co /G W 0 co 2 0 = &/ 0 % s � c o = o = = m E = cam = _ 7 e / % 6 [ ° ° � / S % / 7 � IF � / \» o j /U) 2 .§ \ \ \ E a) ƒ y + F\ 2 \F ƒ / 20- 0 0 2 � / 7 E\ / / 7 $ / { fI@ / CL/ CO3 $ $ E m E 5 ± = E 7 _0OWLE \ \ � 25 � % / \ \ 7 En = 7e $ 2n mo M = c co \ / @ £ _ � - E z \ {\ t / 03: E ! � o = = m = _ \ � \\ �_ = t ƒ \ / m _0 / w // S \S 22 = % Ia c� m c o CL)� 0 2 \eeo & » _ $ = cmm — Ir < _ / \ / \§ S 'e = '� � E £ E < ) U) \ / b § }) 0o< E D7 / = E\ L)0 � ~ / . / k / E \ ƒ f � 7 / \ FL \ \ E& E / / \3 \ \ \ \ ƒƒ f yƒ\ /} } \ } w7 / Pressure / Flow Summary - STANDARD UMI FIRE PROTECTION Page 3 PARK 77 D AREA 1 REV 1 Date 1-5-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SS1 29.417 4.4 22.6 na 20.92 0.05 100 20.7 TS1 29.417 23.15 na BS1 19.417 28.67 na T1 19.417 31.21 na T2 19.417 31.1 na T3 19.417 31.1 na R22 19.417 31.7 na R21 9.5 36.74 na XX1 9.5 40.55 na TOR 9.5 46.49 na BF 4.0 52.12 na SPIG 1.0 59.45 na WM -2.5 63.34 na CITY -2.5 73.61 na 100.0 R12 19.417 35.01 na R11 9.5 40.07 na SS2 29.417 4A 23.61 na 21.38 0.05 100 20.7 TS2 29.417 24.19 na BS2 19.417 29.75 na SS3 29.417 4.4 20.7 na 20.02 0.05 100 20.7 TS3 29.417 20.8 na BS3 19.417 29.06 na SS4 29.417 4.4 20.7 na 20.02 0.05 100 20.7 The maximum velocity is 13.49 and it occurs in the pipe between nodes TS3 and BS3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams UMI FIRE PROTECTION Page 4 PARK 77 D AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SS1 20.92 1.101 N 7.0 0.500 22.599 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS1 20.92 0.0740 0.0 7.500 0.555 Vel = 7.05 TS1 0.0 1.101 N 7.0 9.000 23.154 to 150.0 0.0 7.000 4.331 BS 1 20.92 0.0739 0.0 16.000 1.182 Vel = 7.05 BS 1 0.0 1.101 20 10.0 20.420 28.667 to 150.0 4R 4.0 14.000 0.0 T1 20.92 0.0739 0.0 34.420 2.545 Vel = 7.05 T1 -41.43 1.598 2R 2.0 7.500 31.212 to 150.0 0.0 2.000 0.0 T2 -20.51 -0.0117 0.0 9.500 -0.111 Vel = 3.28 T2 21.37 1.598 2R 2.0 5.710 31.101 to 150.0 0.0 2.000 0.0 T3 0.86 0.0001 0.0 7.710 0.001 Vel = 0.14 T3 40.04 1.598 R 1.0 4.333 31.102 to 150.0 N 9.0 10.000 0.0 R22 40.9 0.0417 0.0 14.333 0.597 Vel = 6.54 R22 0.0 1.598 N 9.0 9.000 31.699 to 150.0 0.0 9.000 4.295 R21 40.9 0.0417 0.0 18.000 0.750 Vel = 6.54 R21 0.0 1.598 10R 10.0 81.290 36.744 to 150.0 0.0 10.000 0.0 XX1 40.9 0.0416 0.0 91.290 3.802 Vel = 6.54 XX1 41.43 1.598 3R 3.0 19.080 40.546 to 150.0 O 8.0 20.000 0.0 TOR 82.33 0.1520 N 9.0 39.080 5.939 Vel = 13.17 TOR 0.0 2.003 Fsp 0.0 5.000 46.485 to 150.0 0.0 0.0 5.382 ** Fixed Loss = 3 BF 82.33 0.0506 0.0 5.000 0.253 Vel = 8.38 BF 0.0 2.003 Zaa 0.0 4.000 52.120 to 150.0 0.0 0.0 7.127 * Fixed Loss = 5.828 SPIG 82.33 0.0508 0.0 4.000 0.203 Vel = 8.38 SPIG 0.0 1.985 0.0 45.000 59.450 to 150.0 0.0 0.0 1.516 WM 82.33 0.0528 0.0 45.000 2.378 Vel = 8.54 WM 0.0 1.985 0.0 5.000 63.344 to 150.0 0.0 0.0 10.000 * Fixed Loss = 10 CITY 82.33 0.0530 0.0 5.000 0.265 Vel = 8.54 100.00 Qa = 100.00 182.33 73.609 K Factor= 21.25 T1 41.43 1.598 15R 15.0 64.960 31.212 to 150.0 N 9.0 24.000 0.0 R12 41.43 0.0427 0.0 88.960 3.795 Vel = 6.63 R12 0.0 1.598 N 9.0 9.000 35.007 to 150.0 0.0 9.000 4.295 R11 41.43 0.0427 0.0 18.000 0.768 Vel = 6.63 R11 0.0 1.598 O 8.0 2.170 40.070 to 150.0 R 1.0 9.000 0.0 XX1 41.43 0.0426 0.0 11.170 0.476 Vel = 6.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams UMI FIRE PROTECTION Page 5 PARK 77 D AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "" Notes *** Point Qt Pf/Ft Eqv. Ln Total Pf Pn 0.0 41.43 40.546 K Factor= 6.51 SS2 21.38 1.101 N 7.0 0.500 23.608 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS2 21.38 0.0771 0.0 7.500 0.578 Vel = 7.20 TS2 0.0 1.101 N 7.0 9.000 24.186 to 150.0 0.0 7.000 4.331 BS2 21.38 0.0769 0.0 16.000 1.231 Vel = 7.20 BS2 0.0 1.101 20 10.0 6.580 29.748 to 150.0 R 1.0 11.000 0.0 T2 21.38 0.0770 0.0 17.580 1.353 Vel = 7.20 0.0 21.38 31.101 K Factor= 3.83 SS3 20.02 1.101 R 1.0 0.500 20.700 K Factor= 4.40 to 150.0 0.0 1.000 0.0 TS3 20.02 0.0680 0.0 1.500 0.102 Vel = 6.75 TS3 20.02 1.101 N 7.0 9.000 20.802 to 150.0 0.0 7.000 4.331 BS3 40.04 0.2458 0.0 16.000 3.932 Vel = 13.49 BS3 0.0 1.101 O 5.0 3.290 29.065 to 150.0 0.0 5.000 0.0 T3 40.04 0.2457 0.0 8.290 2.037 Vel = 13.49 0.0 40.04 31.102 K Factor= 7.18 SS4 20.02 1.101 R 1.0 0.500 20.700 K Factor= 4.40 to 150.0 0.0 1.000 0.0 TS3 20.02 0.0680 0.0 1.500 0.102 Vel = 6.75 0.0 20.02 20.802 K Factor= 4.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WASNINGTON STATE —o n I CERTIFICATE OF COMPETENCY I FIRE PROTECTION SPRINKLER SYSTEMS I CnnsW B Klein 651&01(�C _ f Of m cf State Fire Marshal I UNLIMMIE35tii I F / Expires I - 12/81l17 I LSiAn��..f........ .� SEAL MUS- BE SIGNED AND DATED TO BE VA_ED Fire Protection by Computer Design UMI FIRE PROTECTION PO BOX 1457 MARYSVILLE, WA 98270 Job Name PARK 77 E AREA 1 REV 1 Building Location System Contract Data File PARK 77 E AREA 1 REV 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 L) 2 / n = m e k\\=\\ CD \\\co\\\ to E / )—E =±Eu o \ § § (/� \ wU)U)�� 0R §\—Co §Oc=I2m E 2 2 0 / < \ co « 5 E / 2 % o Q 7 \ i d _ g L S @ \ /� £ CD z co 0 ( ƒ 7 ƒ o / \ \ / 0 E Sr-2 U \ \ R / z \ = @o \ 9 ƒ §rlU e _ @ �I ec CD U � \ ƒ /g / / @L =32 ® r 02 mimeo I < (D \ = EL I #—(NC 4 c ¢ / O O O / \ / q - \ % i % E / \ / \ / \ / I ± u 0 e 2 w ± / 000 \ g ooc C\l4 = 2 000 cm IL f ooc / o00 ~ o00 ° 000 c o00 0 . 0 y ooc / _ 3 tn ooc > E m § � o0o G ± / cco E _ } \ U) ~ ELLm o j J © � 2 k (3 2 a s U)C ) ~ f � \ � / _ ) •E = � / i = § � � § % e2 ) z * % m � § o g I 2 a) LL ° y Cl o = ± _ _ j = = � ) rEG 7 o q § 0 _ &/ 0 mw = z u c o = o = _ = E � m = = _ - m 5 = LL m \ \ 0E / k \ \ 3 G E� 2 \ \ J \ E - k � A— _ _ _ o § m = E \ 5 ± c = z cm 2 � _ � � k5 -C =3 '/� en enT5 � \ $ / n / / } / � f \ 7 \ E ( / f r # 5 \ / \ \ M § U) a)m o a U) \ f@a = = 2 2 f \ \ \5 / / 2 � } \ § ac = E � , � o = = « _ \ � } / § _/ '0cn ' �� ® = ® n = 2 / w // m00 \£ = / - 0 O � \ � ee � $ _ = rnn — ƒ u 2E \§ § § 2 ° � _ 'E � § � E < n u g � = � E E 2 = EQe »» " ± » &) =eee < E _ / co = = o � w ± = G = = m \ o ) = e 5 m 7 = = = E5 Ifm _ � � E § f K0 / § a \ / �/ \ 2 ƒ a2 cn & _ � o _ _ = I E < Izo ±§ = B � ± E zu % = n2 Pressure / Flow Summary - STANDARD UMI FIRE PROTECTION Page 3 PARK 77 E AREA 1 REV 1 Date 1-5-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. SS1 29.417 4.4 20.7 na 20.02 0.05 100 20.7 TS1 29.417 21.21 na BS1 19.417 26.63 na T1 19.417 27.77 na T2 19.417 31.73 na T3 19.417 31.71 na R22 19.417 32.07 na R21 9.5 37.05 na XX1 9.5 40.53 na TOR 9.5 46.74 na BF 4.0 52.39 na SPIG 1.0 59.74 na WM -2.5 63.72 na CITY -2.5 74.0 na 100.0 R12 19.417 34.85 na R11 9.5 40.08 na SS2 29.417 4.4 21.14 na 20.23 0.05 100 20.7 TS2 29.417 21.66 na BS2 19.417 27.11 na SS4 29.417 4.4 24.88 na 21.95 0.05 100 20.7 TS4 29.417 25.48 na BS4 19.417 31.11 na T4 19A17 31.63 na SS3 29.417 4.4 24.71 na 21.87 0.05 100 20.7 TS3 29A17 25.31 na BS3 19.417 30.93 na The maximum velocity is 13.56 and it occurs in the pipe between nodes T1 and T2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams UMI FIRE PROTECTION Page 4 PARK 77 E AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv `*****' Notes Point Qt Pf/Ft Eqv. Ln, Total Pf Pn SS1 20.02 1.101 N 7.0 0.500 20.700 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS1 20.02 0.0681 0.0 7.500 0.511 Vel = 6.75 TS1 0.0 1.101 N 7.0 9.000 21.211 to 150.0 0.0 7.000 4.331 BS 1 20.02 0.0682 0.0 16.000 1.091 Vel = 6.75 BS 1 0.0 1.101 0 5.0 9.620 26.633 to 150.0 2R 2.0 7.000 0.0 T1 20.02 0.0682 0.0 _ 16.620 1.133 Vel = 6.75 T1 20.23 1.101 2R 2.0 8.960 27.766 to 150.0 O 5.0 7.000 0.0 T2 40.25 0.2481 0.0 15.960 3.960 Vel = 13.56 T2 -46.09 1.598 R 1.0 9.210 31.726 to 150.0 0.0 1.000 0.0 T3 -5.84 -0.0012 0.0 10.210 -0.012 Vel = 0.93 T3 43.82 1.598 N 9.0 0.710 31.714 to 150.0 0.0 9.000 0.0 R22 37.98 0.0364 0.0 9.710 0.353 V_el = 6.08___ R22 0.0 1.598 N 9.0 10.000 32.067 to 150.0 0.0 9.000 4.295 R21 37.98 0.0363 0.0 19.000 0.690 Vel = 6.08 R21 0.0 1.598 10R 10.0 51.830 37.052 to 150.0 2N 18.0 44.000 0.0 XX1 37.98 0.0363 20 16.0 95.830 3.480 Vel = 6.08 XX1 46.09 1.598 3R 3.0 19.333 40.532 to 150.0 O 8.0 20.000 0.0 TOR 84.07 0.1580 N 9.0 39.333 6.213 Vel = 13.45 TOR 0.0 2.003 Fsp 0.0 5.000 46.745 to 150.0 0.0 0.0 5.382 ** Fixed Loss = 3 BF 84.07 0.0526 0.0 5.000 0.263 Vel = 8.56 BF 0.0 2.003 Zaa 0.0 4.000 52.390 to 150.0 0.0 0.0 7.135 Fixed Loss = 5.836 SPIG 84.07 0.0525 0.0 4.000 0.210 Vel = 8.56 SPIG 0.0 1.985 0.0 45.000 59.735 to 150.0 0.0 0.0 1.516 WM 84.07 0.0549 0.0 45.000 2.472 Vel = 8.72 WM 0.0 1.985 0.0 5.000 63.723 to 150.0 0.0 0.0 10.000 ** Fixed Loss = 10 CITY 84.07 0.0550 0.0 5.000 0.275 Vel = 8.72 100.00 Qa = 100.00 184.07 73.998 K Factor= 21.40 T2 46.09 1.598 10R 10.0 41.130 31.726 to 150.0 N 9.0 19.000 0.0 R12 46.09 0.0520 0.0 60.130 3.124 Vel = 7.37 R12 0.0 1.598 N 9.0 9.000 34.850 to 150.0 0.0 9.000 4.295 R11 46.09 0.0519 0.0 18.000 0.935 Vel = 7.37 R11 0.0 1.598 0 8.0 0.710 40.080 to 150.0 0.0 8.000 0.0 XX1 46.09 0.0519 0.0 8.710 0.452 Vel = 7.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams UMI FIRE PROTECTION Page 5 PARK 77 E AREA 1 REV 1 Date 1-5-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 46.09 40.532 K Factor= 7.24 SS2 20.23 1.101 N 7.0 0.500 21.141 K Factor=4.40 to 150.0 0.0 7.000 0.0 TS2 20.23 0.0695 0.0 7.500 0.521 Vel = 6.82 TS2 0.0 1.101 N 7.0 9.000 21.662 to 150.0 0.0 7.000 4.331 BS2 20.23 0.0695 0.0 16.000 1.112 Vel = 6.82 BS2 0.0 1.101 O 5.0 4.500 27.105 to 150.0 0.0 5.000 0.0 T1 20.23 0.0696 0.0 9.500 0.661 Vel = 6.82 0.0 20.23 27.766 K Factor= 3.84 SS4 21.95 1.101 N 7.0 0.500 24.878 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS4 21.95 0.0808 0.0 7.500 0.606 Vel = 7.40 TS4 0.0 1.101 N 7.0 9.000 25.484 to 150.01 0.0 7.000 4.331 BS4 21.95 0.0808 0.0 16.000 1.292 Vel = 7.40 BS4 0.0 1.101 R 1.0 5.460 31.107 to 150.0 0.0 1.000 0.0 T4 21.95 0.0808 0.0 6.460 0.522 Vel = 7.40 T4 21.87 1.598 R 1.0 0.790 31.629 to 150.0 0.0 1.000 0.0 T3 43.82 0.0475 0.0 1.790 0.085 Vel = 7.01 0.0 43.82 31.714 K Factor= 7.78 SS3 21.87 1.101 N 7.0 0.500 24.709 K Factor= 4.40 to 150.0 0.0 7.000 0.0 TS3 21.87 0.0803 0.0 7.500 0.602 Vel = 7.37 TS3 0.0 1.101 N 7.0 9.000 25.311 to 150.0 0.0 7.000 4.331 BS3 21.87 0.0803 0.0 16.000 1.285 Vel = 7.37 BS3 0.0 1.101 O 5.0 2.750 30.927 to 150.0 R 1.0 6.000 0.0 T4 21.87 0.0802 0.0 8.750 0.702 Vel = 7.37 0.0 21.87 31.629 K Factor= 3.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087