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Home My WebLink About19320 63rd Ave Ne_BLD1572_2026 FIRE SPRINKLER PERMIT APPLICATION �l J1FG'S� 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 HYDRAULIC 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 ED Fire Sprinkler Add/Alt Underground Fire Line Project Address: I q 3 a i) r J Aue ,JE AAt',non Wc. 9SM 3 Parcel ID#: — i Project Valuation: - OG _ Number of Heads: �2 9 G Building Area(Sq Ft): Owner. c R.o-� 1_1_r _ Phone Number. 1 � n Address: �(• ?p, el �J�� City: 6) � / State: OW Zip Code:_/ E J `r'�`) Contact Person: a��Q 7l t rf_rj p�_ t- C"+ �E Phone Number: ��O Z L- 35 Cell Phone_ _-_ Email.- 11 lL e ho—t al/. ccm Address: City: States Zip Code: Contractor: S-r/a ME Lu t D E F-111 29-1 t"c-:T-1 otJ cL C Phone Number. Address- 1090G C_{N•k1 rL.1L.Cs`f Roan City: /a10,g5-L>n State: '_mac Zip Code:_ Contractor's License Number. 1-A-T U/.1 11_`1 3_Q m _Expiration: Contact Person: C 4A OI Email; s 4u+c i.,.��C:r� �,• �e�f;� t� l�,�m�:l,cones 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. Applicants Signature ate Print Applicants Name Receiveri FOR STAFF USE ONLY IJUL 2 4 2017 Permit# Acc d sy Amount Received Receipt#, Dale Received WEa Forms—131 Page 1 of 1 6116LP CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:19320 63rd Avenue NE Permit#:1572 Parcel#:31051500401200 Valuation:20000.00 OWNER APPLICANT CONTRACTOR Name:CITY OF ARLINGTON Name:Statewide Fire Protection,LLC Name:Statewide Fire Protection,LLC Address: 18204 59TH DRIVE NE Address:20926 Lake Riley Road Address:20926 Lake Riley Road City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:206-295-8833 Phone:360-618-2302 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: CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 1 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. IBC110/IRC110. L 5 TAX NOTICE:Sales tax relating to construction and construction materials in the C f-Ariingt must a reported on your sales tax return form an -oded Ci o A lingto -101. 0,wim &6N �i 2 - Signature Print Name D to I Released By Date CONDITIONS ADHERE TO BHC FIRE SPRINKLER AND RISE REVIEW NOTES AND RECOMMENDATIONS. ADHERE TO APPROVED PLANS. 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 8/17/2017 Fire Review Fee $360.00 8/17/2017 Fire Sprinkler Fee $553.73 8/17/2017 Processing/Technology Fee $25.00 Total Due: $938.73 Total Payment: $0.00 Balance Due: $938.73 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 PURCHASE ORDER DATE: August 3, 2017 P.O. # 1572 Northern Grow 238 N Olympic Ave Arlington, WA 98223 360-403-3421 www.arlingtonwa.gov VENDOR SHIP TO BHC Consultants City of Arlington Willie Hill Rick Karns 1601 Fifth Avenue Suite 500 18204 59th Avenue NE Seattle,WA 98101 Arlington,WA 98223 Office:206-505-3400 Office: 360-403-3432 REQUISITIONER SHIP VIA SHIPPING TERMS ITEM# DESCRIPTION QTY UNIT PRICE TOTAL Northern Grow Review Fore Sprinkler plan set using 1 set $80.00 per hour Not to exceed$1,000.00 Fire Sprinkler the 2015 IFC, and NFPA 72 for compliance based on the following: "Two Stories" - 13.895 total SUBTOTAL r Special Instructions TAX RATE Con7thishase order as Notice to TAX Pro S & H Review comments due August 17, 2017 OTHER Any questions contact Rick Karns at TOTAL Not to exceed $1,000.00 360-403-3432 or rkarns@arlingtonwa.gov Authorized by Date CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 �_ PHONE; (360)403-3551 BUILDING PERMIT Address:19320 63rd Avenue NE Permit#•1572 Parcel#:31051500401200 Valuation:20000.00 OWNER APPLICANT CONTRACTOR Name:CITY OF ARLINGTON Name:Statewide Fire Protection,LLC Name:Statewide Fire Protection,LLC Address: 18204 59TH DRIVE NE Address:20926 Lake Riley Road Address:20926 Lake Riley Road City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:206-295-8833 Phone:360-618-2302 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: CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: l 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. IBC110/IRC110. 11. S" X T :Sales tax relating to construction and construction materials in the of-Arlingto must a reported on your sales tax return form an -oded Ci o A lingto t01. Signature Print Name D to Released By Date CONDITIONS ADHERE TO BHC FIRE SPRINKLER AND RISE REVIEW NOTES AND RECOMMENDATIONS. ADHERE TO APPROVED PLANS. THIS PERMIT AUTHORIZE 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 8/17/2017 Fire Review Fee $360.00 8/17/2017 Fire Sprinkler Fee $553.73 8/17/2017 Processing/Technology Fee $25.00 Total Due: $938.73 Total Payment: $0.00 Balance Due: $938.73 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 P ti �� 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 HYDRAULIC 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 Add/Alt Underground Fire Line Project Address: 19 3 a o Ce'>r`l P ue PIF Au l;n5Lnft we 2"13 Parcel lD#: -- i Project.Valuation` 2jlan• OG NumberofHeads: OyL BuildingArea(SgFt): Owner: iJ r�4 S N ESLt�i ��RQoIW G�.i c_ Phone.Number. n p Address: Z� `Lj (G J1� City: E(6 r/ State; w� ziP Cone: Cr''ZC�I Contact Person: d` iY t 1 'G`G K3%N N�W � �C"r Phone Number: 2-06 Z1) � 99 35 Cell Phone: Email: hotIneu con Address: — City: State Zip Code: Contractor: ST Aa T W t l t= t'1tl.1= PR-ol't±c:Tl oN Lt.C- _Phone Number: a(o(a- 1,A-2 3 O Q Address: 2()901, LA-kL- R-IL-LK F,oAr5 City: Woi'\ State: W6�_* Zip Code: �Contractor's License Number.STl7 k t r 95__3 C lM _Expiration: Contact Person:S'N to Email: sA-ai c I hereby certify that the above information is correct and that the construction on, and.the occupancy and the use of the above- descn ed property will he in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature t ate Print Applicants Name Rec FOR STAFF USE ONLY I.)UL 2 4 2011 L � Permit# Accfikd By Amount Received Receipt# Date Received WEB Forms- 131 Page 1 of 1 6/16LP ' PURCHASE ORDER DATE: August 3, 2017 P.O. # 1572 Northern Grow 238 N Olympic Ave Arlington,WA 98223 360-403-3421 www.arlingtonwa.gov VENDOR SHIP TO BHC Consultants City of Arlington Willie Hill Rick Karns 1601 Fifth Avenue Suite 500 18204 59th Avenue NE Seattle,WA 98101 Arlington,WA 98223 Office:206-505-3400 Office:360-403-3432 REQUISITIONER SHIP VIA SHIPPING TERMS Northern Grow Fire S, rink] 1 set $80.00 per hour Not to exceed$1,000.00 Fire Sprinkler the 2015 IFC, and NFPA 72 for compliance based on t e o owing: Building type--Construction-type-4-8 "Two Stad%a!---1M95-total-s-q,-ft. SUBTOTAL o[ ts ar _ TAX RATE Consider this purchase order as Notice to TAX Proceed ` S& H Review comments due August 17, 2017 + OTHER Any questions contact Rick Karns at TOTAL 360-403-3432 or rkarns@arlingtonwa.gov Not to exceed $1,000.00 Authorized by Date Launa Peterson From: Launa Peterson Sent: Friday,July 28, 2017 3:45 PM To: 'kenhg@gmail.com'; Istatewidefireprotection@hotmail.com' Cc: Richard Karns; Nova Heaton; Kristin Foster Subject: 19320 63rd Avenue NE Ken, It appears that the fire line will need to be connected the watermain and then extended to the building. The process for connecting to the water main is as follows: • Apply for a Construction Permit,Type III for the connection-http://arlingtonwa.gov/index.asox?r)age=496 • Provide a scale drawing showing the location of the fire line from the water main tap to the building(for as-built purposes) • Reference City of Arlington standard plans W-220 and W-225 • Contact the city for inspection during construction • Submit As-Built plans once construction is complete A license contractor is required for any work within the City Right of Way.You may apply for the Construction Permit but a licensed contractor will need to be identified for the permit to be issued.Additionally,all contractors working within city limits need to have a City of Arlington Business License. Launa Peterson, CPT Permit Technician City of Arlington 18204 59th Avenue NE Arlington, WA 98223 (located inside the Airport Office Building) 360-403-3551 ced@arlinatonwa.gov i r �ti 813/2017 STATEWIDE FIRE PROTECTION LLC Search L&I �rrcex Help LEI Safety&Health Uaiirs&Inuurance Worb,place Rinhf Trades G Washington State Department of `j Labor & Industries STATE WIDE FIRE PROTECTION LLC Ownerortradesperson 20926 LAKE RILEY RD Principals ARLINGTON,WA 98223 425-359-7462 BROOKS,NICHOLE L,PARTNER/MEMBER SNOHOMISH County Doing business as STATE WIDE FIRE PROTECTION LLC WA UBI No. Business type 603 605 290 Limited Liability Company 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. STATEWF831 L7 Effective—expiration 06127/2017—06/2712019 Bond American Contractors Indem CO $6,000.00 Bond account no. 100285638 Received by L&I Effective date 07/06/2017 07105/2017 Expiration date Until Canceled Insurance Northfield Ins Co $1,000,000.00 Policy no. WH001944 Received by L&I Effective date 06/27/2017 09/11/2016 Expiration date 09/11/2017 Savings ................. No savings accounts during tide previous 6 year period. 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. Nelu us improve https://secure.Ini.wa.gov/verify/Deta 1.aspx?UBI=603605290&LIC=STATEWF831 L7&SAW= 1/2 1• ' 8/3/2017 STATE WIDE FIRE PROTECTION LLC Corkers'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 568,385-01 Doing business as STATE WIDE FIRE PROTECTION Estimated workers reported Quarter 1 of Year 2017 V Workers L&I account contact T41 ALISON WOODWARD(360)9024629-Email:WOAL235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarrnerds;have been Issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. ©Washington Slate Dept,of Labor&Industries.Use of this site is suhject to the laws of the stale of Washington. https://secure.ini.wa.gov/verify/Detal.aspx?UBI=603605290&L[C=STATEWF631 L7&SAW= 2/2 i ,t, + , �� 1 � ��. .. �I �: ZWCM O Z N it W00 y Z Q C ¢=z LL 0) O U')F- c� �pZ UU1 U o� c ¢ J HT O O •FFO � C W i m U � � a o W 0 J co a) U N C 0 lY Qa C M LL Y > O cO E Y 'E fU C C N a, N co O O E J `p L m V .Q W O lL flt U N N N C N L N O N C 0 M Lo C w 00 = O C d C) O a O 7 4- E 00 Z fn N Q Y N Y LL O ON Q O O 2 J C C — a t"a E E " p o '0 n u 0 7 N 0 o : + 'ot E E n �N o ZZ W y l CZ a ; �+ L G W ct6i c y ar tr o 0 d a 1 � n � dr Q -CL 0 E CD Q C Z o z o �+ oZZ o ooa ro � o C7 c c E 'n z m \ ° o o ¢ c 0 ¢v M LL CD d d V Cl) O Nti U°' 0 cu N 4 U) 33: B > �! C H > 9 mp C pyO O0 N O U aF: m H Y Z v O - ccccccccc m m m m m m m m m J J J J J J J J J C C C C C C C C C ff0 N fOA f0/1 N f0A N fp// f0f) l0 ❑ rLn. n. aaaaaaa U m cn E E U 0 t c o c U Z O O CL w U m N ❑ (O O N N n O M N \ m n LL cD O c O O N Nco L N Y ya ca O` b m U 0.. _ � U _ 3 O U U U N C? ° O (n (6 U U U m O L U d 4it 4t: O � Q U) p N N N ~ N = Z Q Cn Y N O Q Q Q U C m N I- ti U O p n n f- 1LL7 U- U U U rn C `n a a a ¢ a a a a a m r- � 0 0 0 0 0 a> a) p M Inei M M M N N d — N CO In V) V) V) Ln In In r m O O O O O O O O .m.. r0 a m 04 m N ii m ❑ ti r` r` n r• r` 3 ❑ ti ❑ o 0 0 0 0 0 0 0 0 0 m N N N N N N N N N �o � m ao a'o co ao ao 00 0o ao m . . . Fire Protection by Computer Design STATEWIDE FIRE PROTECTION OFFICE COPY Job Name NORTHERN GROW LLC. CALC AREA#1 .2/1500 Building FP-2 Location 19320 63RD AVE. NE System 1 Contract Data File NORTHERN GROW AREA 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 STATEWIDE FIRE PROTECTION Page 1 NORTHERN GROW LLC. CALC AREA#1 .2/1500 Date 7-3-17 HYDRAULIC CALCULATIONS for Project name: NORTHERN GROW LLC. CALC AREA#1 .2/1500 Location: 19320 63RD AVE. NE Drawing no: FP-2 Date: 7-3-17 Design Remote area number: 1 Remote area location: ROOF SYSTEM NW Occupancy classification: ORD GROUP 2 Density. .2-Gpm/SgFt Area of application: 1500-SgFt Coverage per sprinkler: 113.330-SgFt Type of sprinklers calculated. UPRIGHT K=5.6 No. of sprinklers calculated. 14 In-rack demand: -GPM Hose streams: 0-GPM Total water required(including hose streams): 573.321 -GPM @ 46.8872-Psi Typo of system: WET Volume of dry or preaction system: -Gal Water supply information Date: Location: Source: Name of contractor. STATEWIDE FIRE PROTECTION Address: Phone number: Name of designer. C. HELLA Authority having jurisdiction: Notes: (Include peaking information orgridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CM1�- CNMOOO ChI- f�NO 1Lr- N M �.IT If) ca ca ca d0 N cc —E C LL a. �0 C O ° EEvEE'rn 0 m a) ma Q, (D m �mfnQOm� N wcnv'i""ci� CO U) �r-NN O OM m Cts -T a U) E a> 0 N (� V co m � O O Q O � N 2 Z E m r c O O N j O Of U C U N (U OR f`6 0< 2 00 I Z �v � E 0 m J � LL O d O N O :3 0 LO a 0 E LO U N O O04 _ O L Z Q OOOCOON I 00 v�i 0 U w 3 -- o d a m m U w0 a.C)v co .. -a w `�U)w� v o 0 CL w Z aD I . , o : 0it mrNN M L- _ ?UUU o 0 0 0 0 0 w H T - - - - m M O� COO 0 o M N o cu Q Of U a w w ww 0) z ~ O' O O L i N � C7 M F,� DD L4Or a)Y cc 't co CD V !!7 p- M N I� O N CO CO O N LO US p- OO a0 Lf) O OO co MO Q CO �MM D N Cn Z N N L I � O O C e-N N ? fh �> C') CO— +O+ 7 Cl) r-—LO U 04 C N CO U N O 12 O LL 3+ N �— C = O A N L a N �OCOm CO U) L 01 0 U O MOCO-0 X C N N IL N 3 co a O N O!A QU) O Lf) m rn U a) CL c U fn O Q \ NOmLL LL 0- W Z Q 0 J �+ iU U E o > E W 2j a)m a � w0E-� U) W0 Ero2> vC7~Co (D WC9 m0om 2` (D W Z v E E c LL U C c D ccc o000 N � W O,Z rnC7rnU � W = � N C Q � rn'm w E rn3 y cc o L L fn Z iLL Q w(9 H N i5 E: Pressure/ Flow Summary- STANDARD t STATEWIDE FIRE PROTECTION Page 4 NORTHERN GROW LLC. CALC AREA#1 .2I1500 Date 7-3-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. _ Actual Actual Req. 1 16.5 23.47 na 2 0.0 29.46 na 3 17.83 5.6 16.79 na 22.94 0.2 113.33 7.0 4 17.83 5.6 16.46 na 22.72 0.2 113.33 7.0 5 17.83 5.6 16.38 na 22.67 0.2 113.33 7.0 6 17.83 5.6 16.4 na 22.68 0.2 113.33 7.0 7 17.83 5.6 16.68 na 22.87 0.2 113.33 7.0 8 17.83 19.67 na 10 16.5 23.52 na 11 17.83 21.78 na 12 17.83 5.6 16.84 na 22.98 0.2 113.33 7.0 13 17.83 5.6 16.52 na 22.76 0.2 113.33 7.0 14 17.83 5.6 16.44 na 22.71 0.2 113.33 7.0 15 17.83 5.6 16.46 na 22.72 0.2 113.33 7.0 16 17.83 5.6 16.74 na 22.91 0.2 113.33 7.0 17 17.83 19.76 na 19 16.5 23.68 na 20 17.83 22.29 na 21 17.83 5.6 18.26 na 23.93 0.2 113.33 7.0 22 17.83 5.6 18.03 na 23.78 0.2 113.33 7.0 23 17.83 5.6 18.03 na 23.78 0.2 113.33 7.0 24 17.83 5.6 18.17 na 23.87 0.2 113.33 7.0 25 17.83 20.36 na 27 16.5 24.02 na 28 17.83 23.31 na 29 17.83 21.87 na 31 16.5 24.42 na 32 17.83 23.73 na 33 17.83 22.42 na 35 16.5 24.9 na 36 17.83 24.2 na 37 17.83 22.86 na 39 16.5 25.45 na 40 17.83 24.74 na 41 17.83 23.19 na 43 16.5 26.1 na 44 17.83 25.35 na 45 17.83 23.43 na 47 16.5 26.85 na 48 17.83 26.05 na 49 17.83 23.59 na 51 16.5 27.76 na 52 17.83 26.89 na 53 17.83 23.69 na 9 16.5 21.13 na 18 16.5 21.23 na 26 16.5 21.59 na B 16.5 21.77 na 30 16.5 22.31 na 34 16.5 22.88 na 38 16.5 23.31 na 42 16.5 23.62 na 46 16.5 23.83 na A 16.5 23.9 na 50 16.5 23.94 na C 16.5 24.2 na TR 16.5 33.0 na BR 1.0 46.01 na TEST 0.0 46.89 na 250.0 The maximum velocity is 12.43 and it occurs in the pipe between nodes 51 and TR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 5 NORTHERN GROW LLC. CALC AREA#1 .2/1500 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "** "** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 -61.14 1.682 1 T 9.9 1.330 23.470 to 120.0 0.0 9.900 7.146 2 -61.14 -0.1031 0.0 11.230 -1.158 Vel = 8.83 2 0.0 1.682 1 E 4.95 43.000 29.458 to 120.0 0.0 4.950 -7.722 3 -61.14 -0.1032 0.0 47.950 -4.948 Vel = 8.83 3 22.94 1.682 0.0 7.500 16.788 K Factor=5.60 to 120.0 0.0 0.0 0.0 4 -38.2 -0.0432 0.0 7.500 -0.324 Vel = 5.52 4 22.72 1.682 0.0 10.000 16.464 K Factor=5.60 to 120.0 0.0 0.0 0.0 5 -15.48 -0.0082 0.0 10.000 -0.082 Vel= 2.24 5 22.67 1.682 0.0 10.000 16.382 K Factor=5.60 to 120.0 0.0 0.0 0.0 6 7.19 0.0020 0.0 10.000 0.020 Vel= 1.04 6 22.68 1.682 0.0 10.000 16.402 K Factor=5.60 to 120.0 0.0 0.0 0.0 7 29.87 0.0274 0.0 10.000 0.274 Vel= 4.31 7 22.87 1.682 1 E 4.95 33.180 16.676 K Factor=5.60 to 120.0 0.0 4.950 0.0 8 52.74 0.0785 0.0 38.130 2.993 Vel= 7.62 8 0.0 1.682 1 T 9.9 1.330 19.669 to 120.0 0.0 9.900 0.576 9 52.74 0.0785 0.0 11.230 0.881 Vel = 7.62 0.0 52.74 21.126 K Factor= 11.47 10 -61.09 1.682 1 T 9.9 1.330 23.517 to 120.0 0.0 9.900 -0.576 11 -61.09 -0.1030 0.0 11.230 -1.157 Vel= 8.82 11 0.0 1.682 1 E 4.95 43.000 21.784 to 120.0 0.0 4.950 0.0 12 -61.09 -0.1030 0.0 47.950 -4.940 Vel= 8.82 12 22.99 1.682 0.0 7.500 16.844 K Factor=5.60 to 120.0 0.0 0.0 0.0 13 -38.1 -0.0429 0.0 7.500 -0.322 Vel = 5.50 13 22.76 1.682 0.0 10.000 16.522 K Factor=5.60 to 120.0 0.0 0.0 0.0 14 -15.34 -0.0080 0.0 10.000 -0.080 Vel= 2.21 14 22.71 1.682 0.0 10.000 16.442 K Factor=5.60 to 120.0 0.0 0.0 0.0 15 7.37 0.0020 0.0 10.000 0.020 Vel= 1.06 15 22.72 1.682 0.0 10.000 16.462 K Factor=5.60 to 120.0 0.0 0.0 0.0 16 30.09 0.0278 0.0 10.000 0.278 Vel= 4.34 16 22.91 1.682 1 E 4.95 33.180 16.740 K Factor=5.60 to 120.0 0.0 4.950 0.0 17 53.0 0.0792 0.0 38.130 3.021 Vel = 7.65 17 0.0 1.682 1 T 9.9 1.330 19.761 to 120.0 0.0 9.900 0.576 18 53.0 0.0792 0.0 11.230 0.889 Vel = 7.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams t STATEWIDE FIRE PROTECTION Page 6 NORTHERN GROW LLC. CALC AREA#1 .2/1500 Date 7-3-17 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 53.00 21.226 K Factor= 11.50 19 -50.73 1.682 1 T 9.9 1.330 23.685 to 120.0 0.0 9.900 -0.576 20 -50.73 -0.0731 0.0 11.230 -0.821 Vel= 7.32 20 0.0 1.682 1 E 4.95 50.250 22.288 to 120.0 0.0 4.950 0.0 21 -50.73 -0.0730 0.0 55.200 -4.032 Vel= 7.32 21 23.93 1.682 0.0 10.000 18.256 K Factor=5.60 to 120.0 0.0 0.0 0.0 22 -26.8 -0.0224 0.0 10.000 -0.224 Vel = 3.87 22 23.78 1.682 0.0 10.000 18.032 K Factor=5.60 to 120.0 0.0 0.0 0.0 23 -3.02 -0.0004 0.0 10.000 -0.004 Vel= 0.44 23 23.78 1.682 0.0 10.000 18.028 K Factor=5.60 to 120.0 0.0 0.0 0.0 24 20.76 0.0140 0.0 10.000 0.140 Vel= 3.00 24 23.86 1.682 1 E 4.95 33.180 18.168 K Factor=5.60 to 120.0 0.0 4.950 0.0 25 44.62 0.0576 0.0 38.130 2.197 Vel = 6.44 25 0.0 1.682 1 T 9.9 1.330 20.365 to 120.0 0.0 9.900 0.576 26 44.62 0.0576 0.0 11.230 0.647 Vel = 6.44 0.0 44.62 21.588 K Factor= 9.60 27 -18.83 1.682 1T 9.9 1.330 24.018 to 120.0 0.0 9.900 -0.576 28 -18.83 -0.0117 0.0 11.230 -0.131 Vel= 2.72 28 0.0 1.682 2E 9.9 113.660 23.311 to 120.0 0.0 9.900 0.0 29 -18.83 -0.0117 0.0 123.560 -1.443 Vel= 2.72 29 0.0 1.682 1 T 9.9 1.330 21.868 to 120.0 0.0 9.900 0.576 30 -18.83 -0.0117 0.0 11.230 -0.131 Vel= 2.72 0.0 -18.83 22.313 K Factor= -3.99 31 -17.84 1.682 1 T 9.9 1.330 24.422 to 120.0 0.0 9.900 -0.576 32 -17.84 -0.0106 0.0 11.230 -0.119 Vel= 2.58 32 0.0 1.682 2E 9.9 113.660 23.727 to 120.0 0.0 9.900 0.0 33 -17.84 -0.0106 0.0 123.560 -1.305 Vel= 2.58 33 0.0 1.682 1 T 9.9 1.330 22.422 to 120.0 0.0 9.900 0.576 34 -17.84 -0.0106 0.0 11.230 -0.119 Vel= 2.58 0.0 -17.84 22.879 K Factor= -3.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 7 NORTHERN GROW LLC. CALC AREA#1 .2/1500 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '"""`" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 35 -18.11 1.682 1T 9.9 1.330 24.897 to 120.0 0.0 9.900 -0.576 36 -18.11 -0.0109 0.0 11.230 -0.122 Vel = 2.61 36 0.0 1.682 2E 9.9 113.660 24.199 to 120.0 0.0 9.900 0.0 37 -18.11 -0.0109 0.0 123.560 -1.342 Vel = 2.61 37 0.0 1.682 1 T 9.9 1.330 22.857 to 120.0 0.0 9.900 0.576 38 -18.11 -0.0109 0.0 11.230 -0.122 Vel = 2.61 0.0 -18.11 23.311 K Factor= -3.75 39 -19.55 1.682 1 T 9.9 1.330 25.452 to 120.0 0.0 9.900 -0.576 40 -19.55 -0.0126 0.0 11.230 -0.141 Vel = 2.82 40 0.0 1.682 2E 9.9 113.660 24.735 to 120.0 0.0 9.900 0.0 41 -19.55 -0.0125 0.0 123.560 -1.546 Vel = 2.82 41 0.0 1.682 1 T 9.9 1.330 23.189 to 120.0 0.0 9.900 0.576 42 -19.55 -0.0126 0.0 11.230 -0.141 Vel = 2.82 0.0 _ -19.55 23.624 K Factor= -4.02 43 -21.96 1.682 1 T 9.9 1.330 26.097 to 120.0 0.0 9.900 -0.576 44 -21.96 -0.0156 0.0 11.230 -0.175 Vel = 3.17 44 0.0 1.682 2E 9.9 113.660 25.346 to 120.0 0.0 9.900 0.0 45 -21.96 -0.0155 0.0 123.560 -1.918 Vel = 3.17 45 0.0 1.682 1 T 9.9 1.330 23.428 to 120.0 0.0 9.900 0.576 46 -21.96 -0.0155 0.0 11.230 -0.174 Vel = 3.17 0.0 -21.96 23.830 K Factor= -4.50 47 -25.13 1.682 1 T 9.9 1.330 26.852 to 120.0 0.0 9.900 -0.576 48 -25.13 -0.0199 0.0 11.230 -0.224 Vel = 3.63 48 0.0 1.682 2E 9.9 113.660 26.052 to 120.0 0.0 9.900 0.0 49 -25.13 -0.0199 0.0 123.560 -2.461 Vel = 3.63 49 0.0 1.682 1 T 9.9 1.330 23.591 to 120.0 0.0 9.900 0.576 50 -25.13 -0.0199 0.0 11.230 -0.223 Vel = 3.63 0.0 -25.13 23.944 K Factor= -5.14 51 -28.94 1.682 1 T 9.9 1.330 27.756 to 120.0 0.0 9.900 -0.576 52 -28.94 -0.0259 0.0 11.230 -0.291 Vel = 4.18 52 0.0 1.682 2E 9.9 113.660 26.889 to 120.0 0.0 9.900 0.0 53 -28.94 -0.0259 0.0 123.560 -3.196 Vel = 4.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Finil Calculations - Hazen-Williams STA4WIDE FIRE PROTECTION Page 8 NORTHERN GROW LLC. CALC AREA#1 .2/1500 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 53 0.0 1.682 1 T 9.9 1.330 23.693 to 120.0 0.0 9.900 7.722 54 -28.94 -0.0258 0.0 11.230 -0.290 Vel= 4.18 0.0 -28.94 31.125 K Factor= -5.19 9 52.74 2.635 0.0 11.330 21.126 to 120.0 0.0 0.0 0.0 18 52.74 0.0088 0.0 11.330 0.100 Vel= 3.10 18 53.00 2.635 0.0 11.330 21.226 to 120.0 0.0 0.0 0.0 26 105.74 0.0320 0.0 11.330 0.362 Vel= 6.22 26 44.62 2.635 0.0 3.000 21.588 to 120.0 0.0 0.0 0.0 B 150.36 0.0613 0.0 3.000 0.184 Vel = 8.85 B 0.0 2.635 0.0 8.833 21.772 to 120.0 0.0 0.0 0.0 30 150.36 0.0612 0.0 8.833 0.541 Vel = 8.85 30 -18.83 2.635 0.0 11.833 22.313 to 120.0 0.0 0.0 0.0 34 131.53 0.0478 0.0 11.833 0.566 Val= 7.74 34 -17.84 2.635 0.0 11.833 22.879 to 120.0 0.0 0.0 0.0 38 113.69 0.0365 0.0 11.833 0.432 Vel= 6.69 38 -18.11 2.635 0.0 11.833 23.311 to 120.0 0.0 0.0 0.0 42 95.58 0.0265 0.0 11.833 0.313 Vel= 5.62 42 -19.54 2.635 0.0 11.833 23.624 to 120.0 0.0 0.0 0.0 46 76.04 0.0174 0.0 11.833 0.206 Vel= 4.47 46 -21.97 2.635 0.0 7.500 23.830 to 120.0 0.0 0.0 0.0 A 54.07 0.0092 0.0 7.500 0.069 Vel= 3.18 A 0.0 2.635 0.0 4.833 23.899 to 120.0 0.0 0.0 0.0 50 54.07 0.0093 0.0 4.833 0.045 Vel= 3.18 50 -25.13 2.635 0.0 12.000 23.944 to 120.0 0.0 0.0 7.146 54 28.94 0.0029 0.0 12.000 0.035 Vel= 1.70 0.0 28.94 31.125 K Factor= 5.19 1 61.14 3.26 0.0 11.330 23.470 to 120.0 0.0 0.0 0.0 10 61.14 0.0041 0.0 11.330 0.047 Vel = 2.35 10 61.09 3.26 0.0 11.330 23.517 to 120.0 0.0 0.0 0.0 19 122.23 0.0148 0.0 11.330 0.168 Vel = 4.70 19 50.73 3.26 0.0 11.833 23.685 to 120.0 0.0 0.0 0.0 27 172.96 0.0281 0.0 11.833 0.333 Vel= 6.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 9 NORTHERN GROW LLC. CALC AREA#1 .2/1500 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 27 18.83 3.26 0.0 5.200 24.018 to 120.0 0.0 0.0 0.0 C 191.79 0.0340 0.0 5.200 0.177 Vel = 7.37 C 0.0 3.26 0.0 6.660 24.195 to 120.0 0.0 0.0 0.0 31 191.79 0.0341 0.0 6.660 0.227 Vel = 7.37 31 17.84 3.26 0.0 11.833 24.422 to 120.0 0.0 0.0 0.0 35 209.63 0.0401 0.0 11.833 0.475 Vel= 8.06 35 18.11 3.26 0.0 11.833 24.897 to 120.0 0.0 0.0 0.0 39 227.74 0.0469 0.0 11.833 0.555 Vel = 8.75 39 19.54 3.26 0.0 11.833 25.452 to 120.0 0.0 0.0 0.0 43 247.28 0.0545 0.0 11.833 0.645 Vel = 9.50 43 21.97 3.26 0.0 11.833 26.097 to 120.0 0.0 0.0 0.0 47 269.25 0.0638 0.0 11.833 0.755 Vel= 10.35 47 25.13 3.26 0.0 12.000 26.852 to 120.0 0.0 0.0 0.0 51 294.38 0.0753 0.0 12.000 0.904 Vel = 11.32 51 28.94 3.26 1 E 9.408 29.000 27.756 to 120.0 1 T 20.159 29.567 0.0 TR 323.32 0.0896 0.0 58.567 5.245 Vel = 12.43 TR 0.0 4.26 1Zce 0.0 15.000 33.001 to 120.0 0.0 0.0 12.647 * Fixed loss=5.934 BR 323.32 0.0243 0.0 15.000 0.364 Val= 7.28 BR 0.0 6.16 1 E 20.084 78.000 46.012 to 140.0 1 T 43.037 67.425 0.433 TEST 323.32 0.0030 1 G 4.304 145.425 0.442 Val= 3.48 250.00 Qa= 250.00 573.32 46.887 K Factor= 83.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ Fire Protection by Computer Design STATEWIDE FIRE PROTECTION Job Name NORTHERN GROW LLC. CALC AREA#2 .2/900 Building FP-2 Location 19320 63RD AVE. NE System 2 Contract Data File NORTHERN GROW AREA 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 STATEWIDE FIRE PROTECTION Page 1 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 HYDRAULIC CALCULATIONS for Project name: NORTHERN GROW LLC. CALC AREA#2 .2/900 Location: 19320 63RD AVE. NE Drawing no: FP-2 Date: 7-3-17 Design Remote area number. 2 Remote area location: FIRST FLOOR ROOM#6 Occupancy classification: ORD GROUP 2 Density: .2-Gpm/SgFt Area of application: 1500-SgFt Coverage per sprinkler. 113.330-SgFt Type of sprinklers calculated. UPRIGHT K=5.6 No.of sprinklers calculated: 8 In-rack demand. -GPM Hose streams: 0-GPM Total water required(including hose streams): 450.698-GPM @ 56.928- Psi Type of system: W FT Volume of dry or preaction system: -Gal Water supply information Date: Location: Source: Name of contractor. STATEWIDE FIRE PROTECTION Address: Phone number. Name of designer. C. HELLA Authority having jurisdiction: Notes:(include peaking information orgridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N f� (A—C; It(p �N� CA O N N N It US N I N N cc m � CLLd 'co c o O U � o :rEE EE2 N >.>1 '� w y w ��-NN O OM (p MOOO22OM E CD 0 N r- V 00 O M O - - D N 2 Z E m C O O � -- - N CD CS _ C U LO (U CR N O j O < 2 I CD Z to O i p� LL O CL CU O E O O o U rn N 04 WCoN M Z Q 00 CD N U J .. F- Q V WU � vi � o 7 d aa- CZ) CO I U wO a. vv 2 — >, ir � U) U) co Cc w C9 U—)ccw v IT I�. W z Q) 1 1 1 Cr1 M of CCI N N fn w U U U Cl C) o O o C) N w cM- O� M 000 M CDN Q U a w cn cn w U) z V r CM N N CO r r o o r 0 M A N In r M f!. ao In o a) trrn ro m n 0 oI lot Min N N CO(O O (�LOLn `V � OD CO 0 O M O Q d O U� CO r M Cl) D N Lr) Z L O r N N E N .0 V N N C f- M OD rr N 7 O co 1-r r w U N � N CO r r U a) O � a LLC _ N O m Ncc to voaom E w m U 0 O X C N LL CO j a CL N E oon ayi acA rn N U C _ a N n NOS a) f6 N *k _ U cn O w NoM LL C LL Z) Q. Z Q Q co E � J m��a)m fa � w r n w �� 2> � � ,(DwCD LLU Co Yr- OU o to w c cn wZ vE 65 cLLD cc E c c � w �Z rnCDrn0 C H � rn m LL U) z iz w(DHN JLLd Presgure / Flow Summary - STANDARD i STATEWIDE FIRE PROTECTION Page 4 NORTHERN GROW LLC. CALC AREA#2 .21900 Date 7-3-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 A 9.5 5.6 18.37 na 24.0 0.2 120 7.0 2A 9.5 5.6 20.56 na 25.39 0.2 120 7.0 3A 9.5 5.6 19.58 na 24.78 0.2 120 7.0 4A 9.5 5.6 18.74 na 24.24 0.2 120 7.0 5A 9.5 5.6 20.96 na 25.64 0.2 120 7.0 6A 9.5 5.6 19.97 na 25.03 0.2 120 7.0 7A 9.5 5.6 20.07 na 25.09 0.2 120 7.0 8A 9.5 5.6 22.45 na 26.53 0.2 120 7.0 9A 9.5 22.24 na 10A 9.5 22.68 na 11 A 9.5 24.28 na 1 16.5 42.38 na 2 0.0 49.44 na 3 17.83 41.36 na 4 17.83 41.3 na 5 17.83 41.22 na 6 17.83 41.15 na 7 17.83 41.07 na 8 17.83 40.78 na 10 16.5 42.39 na 11 17.83 41.72 na 12 17.83 41.36 na 13 17.83 41.3 na 14 17.83 41.22 na 15 17.83 41.14 na 16 17.83 41.07 na 17 17.83 40.78 na 19 16.5 42.4 na 20 17.83 41.73 na 21 17.83 41.29 na 22 17.83 41.21 na 23 17.83 41.13 na 24 17.83 41.05 na 25 17.83 40.74 na 27 16.5 42.43 na 28 17.83 41.75 na 29 17.83 40.67 na 31 16.5 42.47 na 32 17.83 41.79 na 33 17.83 40.55 na 35 16.5 42.55 na 36 17.83 41.84 na 37 17.83 40.35 na 39 16.5 42.67 na 40 17.83 41.92 na 41 17.83 40.06 na 43 16.5 42.84 na 44 17.83 42.04 na 45 17.83 39.64 na 47 16.5 43.07 na 48 17.83 42.23 na 49 17.83 39.31 na 51 16.5 43.41 na 52 17.83 42.54 na 53 17.83 39.36 na 9 16.5 41.27 na 18 16.5 41.27 na 26 16.5 41.23 na B 16.5 41.21 na 30 16.5 41.15 na 34 16.5 41.01 na 38 16.5 40.79 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary- Standard STATEWIDE FIRE PROTECTION Page 5 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 42 16.5 40.47 na 46 16.5 39.99 na A 16.5 39.57 na 50 16.5 39.62 na C 16.5 42.45 na TR 16.5 45.58 na BR 1.0 56.31 na TEST 0.0 56.93 na 250.0 The maximum velocity is 17.62 and it occurs in the pipe between nodes 11A and A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final'Calculations - Hazen-Williams i STATEWIDE FIRE PROTECTION Page 6 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"*"' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1A 24.00 1.049 0.0 12.000 18.367 K Factor=5.60 to 120.0 0.0 0.0 0.0 2A 24.0 0.1823 0.0 12.000 2.188 Vel= 8.91 2A 25.39 1.38 IT 6.0 3.250 20.555 K Factor=5.60 to 120.0 0.0 6.000 0.0 9A 49.39 0.1823 0.0 9.250 1.686 Vel = 10.59 0.0 49.39 22.241 K Factor= 10.47 3A 24.78 1.049 1 T 5.0 8.750 19.581 K Factor=5.60 to 120.0 0.0 5.000 0.0 9A 24.78 0.1935 0.0 13.750 2.660 Vel= 9.20 0.0 24.78 22.241 K Factor= 5.25 4A 24.24 1.049 0.0 12.000 18.735 K Factor=5.60 to 120.0 0.0 0.0 0.0 5A 24.24 0.1858 0.0 12.000 2.229 Vel = 9.00 5A 25.64 1.38 IT 6.0 3.250 20.964 K Factor=5.60 to 120.0 0.0 6.000 0.0 10A 49.88 0.1855 0.0 9.250 1.716 Vel = 10.70 0.0 49.88 22.680 K Factor= 10.47 6A 25.03 1.049 1 T 5.0 8.750 19.971 K Factor=5.60 to 120.0 0.0 5.000 0.0 10A 25.03 0.1970 0.0 13.750 2.709 Vel = 9.29 0.0 25.03 22.680 K Factor= 5.26 7A 25.09 1.049 0.0 12.000 20.074 K Factor=5.60 to 120.0 0.0 0.0 0.0 8A 25.09 0.1979 0.0 12.000 2.375 Vel= 9.31 8A 26.53 1.38 IT 6.0 3.250 22.449 K Factor=5.60 to 120.0 0.0 6.000 0.0 11A 51.62 0.1977 0.0 9.250 1.829 Vel= 11.07 0.0 51.62 24.278 K Factor= 10.48 9A 74.17 2.157 0.0 10.000 22.241 to 120.0 0.0 0.0 0.0 10A 74.17 0.0439 0.0 10.000 0.439 Vel= 6.51 10A 74.90 2.157 0.0 10.000 22.680 to 120.0 0.0 0.0 0.0 11A 149.07 0.1598 0.0 10.000 1.598 Vel= 13.09 11A 51.63 2.157 1 E 6.153 47.680 24.278 to 120.0 1 T 12.307 18.460 -3.032 A 200.7 0.2770 0.0 66.140 18.323 Vel= 17.62 0.0 200.70 39.569 K Factor= 31.91 1 -14.91 1.682 1T 9.9 1.330 42.382 to 120.0 0.0 9.900 7.146 2 -14.91 -0.0076 0.0 11.230 -0.085 Vel = 2.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 7 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*""`" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 2 0.0 1.682 1 E 4.95 43.000 49.443 to 120.0 0.0 4.950 -7.722 3 -14.91 -0.0076 0.0 47.950 -0.364 Vel = 2.15 3 0.0 1.682 0.0 7.500 41.357 to 120.0 0.0 0.0 0.0 4 -14.91 -0.0076 0.0 7.500 -0.057 Vel = 2.15 4 0.0 1.682 0.0 10.000 41.300 to 120.0 0.0 0.0 0.0 5 -14.91 -0.0075 0.0 10.000 -0.075_ Vel = 2.15 5 0.0 1.682 0.0 10.000 41.225 to 120.0 0.0 0.0 0.0 6 -14.91 -0.0076 0.0 10.000 -0.076 Vel = 2.15 6 0.0 1.682 0.0 10.000 41.149 to 120.0 0.0 0.0 0.0 7 -14.91 -0.0076 0.0 10.000 -0.076 Vel = 2.15 7 0.0 1.682 1 E 4.95 33.180 41.073 to 120.0 0.0 4.950 0.0 8 -14.91 -0.0076 0.0 38.130 -0.289 Vel = 2.15 8 0.0 1.682 IT 9.9 1.330 40.784 to 120.0 0.0 9.900 0.576 9 -14.91 -0.0076 0.0 11.230 -0.085 Vel = 2.15 0.0 -14.91 41.275 K Factor= -2.32 10 -15.00 1.682 IT 9.9 1.330 42.385 to 120.0 0.0 9.900 -0.576 11 -15.0 -0.0077 0.0 11.230 -0.086 Vel = 2.17 11 0.0 1.682 1 E 4.95 43.000 41.723 to 120.0 0.0 4.950 0.0 12 -15.0 -0.0077 0.0 47.950 -0.368 Vel = 2.17 12 0.0 1.682 0.0 7.500 41.355 to 120.0 0.0 0.0 0.0 13 -15.0 -0.0076 0.0 7.500 -0.057 Vel = 2.17 13 0.0 1.682 0.0 10.000 41.298 to 120.0 0.0 0.0 0.0 14 -15.0 -0.0077 0.0 10.000 -0.077 Vel = 2.17 14 0.0 1.682 0.0 10.000 41.221 to 120.0 0.0 0.0 0.0 15 -15.0 -0.0077 0.0 10.000 -0.077 Vel = 2.17 15 0.0 1.682 0.0 10.000 41.144 to 120.0 0.0 0.0 0.0 16 -15.0 -0.0076 0.0 10.000 -0.076 Vel = 2.17 16 0.0 1.682 1 E 4.95 33.180 41.068 to 120.0 0.0 4.950 0.0 17 -15.0 -0.0077 0.0 38.130 -0.293 Vel = 2.17 17 0.0 1.682 IT 9.9 1.330 40.775 to 120.0 0.0 9.900 0.576 18 -15.0 -0.0077 0.0 11.230 -0.086 Vel = 2.17 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final'Calculations - Hazen-Williams S STATEWIDE FIRE PROTECTION Page 8 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -15.00 41.265 K Factor= -2.34 19 -15.36 1.682 1T 9.9 1.330 42.398 to 120.0 0.0 9.900 -0.576 20 -15.36 -0.0080 _ 0.0 11.230 -0.090 Vel= 2.22 20 0.0 1.682 1 E 4.95 50.250 41.732 to 120.0 0.0 4.950 0.0 21 -15.36 -0.0080 0.0 55.200 -0.442 Vel= 2.22 21 0.0 1.682 0.0 10.000 41.290 to 120.0 0.0 0.0 0.0 22 -15.36 -0.0080 0.0 10.000 -0.080 Vel= 2.22 22 0.0 1.682 0.0 10.000 41.210 to 120.0 0.0 0.0 0.0 23 -15.36 -0.0080 0.0 10.000 -0.080 Vel= 2.22 23 0.0 1.682 0.0 10.000 41.130 to 120.0 0.0 0.0 0.0 24 -15.36 -0.0080 0.0 10.000 -0.080 Vel= 2.22 24 0.0 1.682 1 E 4.95 33.180 41.050 to 120.0 0.0 4.950 0.0 25 -15.36 -0.0080 0.0 38.130 -0.306 Vel = 2.22 25 0.0 1.682 1T 9.9 1.330 40.744 to 120.0 0.0 9.900 0.576 26 -15.36 -0.0080 0.0 11.230 -0.090 Vel= 2.22 0.0 -15.36 41.230 K Factor= -2.39 27 -16.09 1.682 1T 9.9 1.330 42.426 to 120.0 0.0 9.900 -0.576 28 -16.09 -0.0087 0.0 11.230 -0.098 Vel= 2.32 28 0.0 1.682 2E 9.9 113.660 41.752 to 120.0 0.0 9.900 0.0 29 -16.09 -0.0087 0.0 123.560 -1.078 Vel= 2.32 29 0.0 1.682 1T 9.9 1.330 40.674 to 120.0 0.0 9.900 0.576 30 -16.09 -0.0087 0.0 11.230 -0.098 Vel= 2.32 0.0 -16.09 41.152 K Factor= -2.51 31 -17.32 1.682 1T 9.9 1.330 42.475 to 120.0 0.0 9.900 -0.576 32 -17.32 -0.0101 0.0 11.230 -0.113 Vel= 2.50 32 0.0 1.682 2E 9.9 113.660 41.786 to 120.0 0.0 9.900 0.0 33 -17.32 -0.0100 0.0 123.560 -1.236 Vel= 2.50 33 0.0 1.682 1T 9.9 1.330 40.550 to 120.0 0.0 9.900 0.576 34 -17.32 -0.0100 0.0 11.230 -0.112 Vel= 2.50 0.0 -17.32 41.014 K Factor= -2.70 35 -19.14 1.682 1 T 9.9 1.330 42.552 to 120.0 0.0 9.900 -0.576 36 -19.14 -0.0120 0.0 11.230 -0.135 Vel = 2.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 9 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""'"" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 36 0.0 1.682 2E 9.9 113.660 41.841 to 120.0 0.0 9.900 0.0 37 -19.14 -0.0120 0.0 123.560 -1.487 Vel= 2.76 37 0.0 1.682 IT 9.9 1.330 40.354 to 120.0 0.0 9.900 0.576 38 -19.14 -0.0120 0.0 11.230 -0.135 Vel= 2.76 0.0 -19.14 40.795 K Factor= -3.00 39 -21.61 1.682 IT 9.9 1.330 42.668 to 120.0 0.0 9.900 -0.576 40 -21.61 -O.0150 0.0 11.230 -0.169 Vel = 3.12 40 0.0 1.682 2E 9.9 113.660 41.923 to 120.0 .0.0 9.900 0.0 41 -21.61 -0.0151 0.0 123.560 -1.862 Vel = 3.12 41 0.0 1.682 IT 9.9 1.330 40.061 to 120.0 0.0 9.900 0.576 42 -21.61 -0.0150 0.0 11.230 -0.169 Vel = 3.12 0.0 -21.61 40.468 K Factor= -3.40 43 -24.82 1.682 IT 9.9 1.330 42.836 to 120.0 0.0 9.900 -0.576 44 -24.82 -0.0194 0.0 11.230 -0.218 Vel = 3.58 44 0.0 1.682 2E 9.9 113.660 42.042 to 120.0 0.0 9.900 0.0 45 -24.82 -0.0195 0.0 123.560 -2.405 Vel = 3.58 45 0.0 1.682 1 T 9.9 1.330 39.637 to 120.0 0.0 9.900 0.576 46 -24.82 -0.0195 0.0 11.230 -0.219 Vel = 3.58 0.0 -24.82 39.994 K Factor= -3.92 47 -27.59 1.682 1 T 9.9 1.330 43.074 to 120.0 0.0 9.900 -0.576 48 -27.59 -0.0237 0.0 11.230 -0.266 Vel = 3.98 48 0.0 1.682 2E 9.9 113.660 42.232 to 120.0 0.0 9.900 0.0 49 -27.59 -0.0237 0.0 123.560 -2.925 Vel = 3.98 49 0.0 1.682 IT 9.9 1.330 39.307 to 120.0 0.0 9.900 0.576 50 -27.59 -0.0237 0.0 11.230 -0.266 Vel = 3.98 0.0 -27.59 39.617 K Factor= -4.38 51 -28.86 1.682 IT 9.9 1.330 43.408 to 120.0 0.0 9.900 -0.576 52 -28.86 -0.0257 0.0 11.230 -0.289 Vel = 4.17 52 0.0 1.682 2E 9.9 113.660 42.543 to 120.0 0.0 9.900 0.0 53 -28.86 -0.0257 0.0 123.560 -3.178 Vel = 4.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final"Calculations - Hazen-Williams { STATEWIDE FIRE PROTECTION Page 10 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ,:°°.°" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 53 0.0 1.682 1 T 9.9 1.330 39.365 to 120.0 0.0 9.900 7.722 54 -28.86 -0.0257 0.0 11.230 -0.289 Vel = 4.17 0.0 -28.86 46.798 K Factor= -4.22 9 -14.91 2.635 0.0 11.330 41.275 to 120.0 0.0 0.0 0.0 18 -14.91 -0.0009 0.0 11.330 -0.010 Vel= 0.88 18 -15.00 2.635 0.0 11.330 41.265 to 120.0 0.0 0.0 0.0 26 -29.91 -0.0031 0.0 11.330 -0.035 Vel= 1.76 26 -15.36 2.635 0.0 3.000 41.230 to 120.0 0.0 0.0 0.0 B -45.27 -0.0067 0.0 3.000 -0.020 Vel= 2.66 B 0.0 2.635 0.0 8.833 41.210 to 120.0 0.0 0.0 0.0 30 -45.27 -0.0066 0.0 8.833 -0.058 Vel = 2.66 30 -16.08 2.635 0.0 11.833 41.152 to 120.0 0.0 0.0 0.0 34 -61.35 -0.0117 0.0 11.833 -0.138 Vel= 3.61 34 -17.33 2.635 0.0 11.833 41.014 to 120.0 0.0 0.0 0.0 38 -78.68 -0.0185 0.0 11.833 -0.219 Vel= 4.63 38 -19.14 2.635 0.0 11.833 40.795 to 120.0 0.0 0.0 0.0 42 -97.82 -0.0276 0.0 11.833 -0.327 Vel = 5.76 42 -21.61 2.635 0.0 11.833 40.468 to 120.0 0.0 0.0 0.0 46 -119.43 -0.0401 0.0 11.833 -0.474 Vel = 7.03 46 -24.82 2.635 0.0 7.500 39.994 to 120.0 0.0 0.0 0.0 A -144.25 -0.0567 0.0 7.500 -0.425 Vel= 8.49 A 200.70 2.635 0.0 4.833 39.569 to 120.0 0.0 0.0 0.0 50 56.45 0.0099 0.0 4.833 0.048 Vel = 3.32 50 -27.59 2.635 0.0 12.000 39.617 to 120.0 0.0 0.0 7.146 54 28.86 0.0029 0.0 12.000 0.035 Vel = 1.70 0.0 28.86 46.798 K Factor= 4.22 1 14.91 3.26 0.0 11.330 42.382 to 120.0 0.0 0.0 0.0 10 14.91 0.0003 0.0 11.330 0.003 Vel = 0.57 10 15.00 3.26 0.0 11.330 42.385 to 120.0 0.0 0.0 0.0 19 29.91 0.0011 0.0 11.330 0.013 Vel= 1.15 19 15.36 3.26 0.0 11.833 42.398 to 120.0 0.0 0.0 0.0 27 45.27 0.0024 0.0 11.833 0.028 Vel= 1.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 11 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv `****** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 27 16.08 3.26 0.0 5.200 42.426 to 120.0 0.0 0.0 0.0 C 61.35 0.0040 0.0 5.200 0.021 Vel= 2.36 C 0.0 3.26 0.0 6.660 42.447 to 120.0 0.0 0.0 0.0 31 61.35 0.0042 0.0 6.660 0.028 Vel = 2.36 31 17.33 3.26 0.0 11.833 42.475 to 120.0 0.0 0.0 0.0 35 78.68 0.0065 0.0 11.833 0.077 Vel= 3.02 35 19.14 3.26 0.0 11.833 42.552 to 120.0 0.0 0.0 0.0 39 97.82 0.0098 0.0 11.833 0.116 Vel = 3.76 39 21.61 3.26 0.0 11.833 42.668 to 120.0 0.0 0.0 0.0 43 119.43 0.0142 0.0 11.833 0.168 Vel= 4.59 43 24.82 3.26 0.0 11.833 42.836 to 120.0 0.0 0.0 0.0 47 144.25 0.0201 0.0 11.833 0.238 Vel = 5.54 47 27.59 3.26 0.0 12.000 43.074 to 120.0 0.0 0.0 0.0 51 171.84 0.0278 0.0 12.000 0.334 Vel = 6.61 51 28.86 3.26 1 E 9.408 29.000 43.408 to 120.0 IT 20.159 29.567 0.0 TR 200.7 0.0371 0.0 58.567 2.171 Vel= 7.71 TR 0.0 4.26 1 Zce 0.0 15.000 45.579 to 120.0 0.0 0.0 10.581 * Fixed loss= 3.868 BR 200.7 0.0101 0.0 15.000 0.151 Vel= 4.52 BR 0.0 6.16 1 E 20.084 78.000 56.311 to 140.0 IT 43.037 67.425 0.433 TEST 200.7 0.0013 1 G 4.304 145.425 0.183 Vel= 2.16 250.00 Qa = 250.00 450.70 56.927 K Factor= 59.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire Protection by Computer Design STATEWIDE FIRE PROTECTION Job Name NORTHERN GROW LLC. CALC AREA#3 .2/900 Building FP-2 Location 19320 63RD AVE. NE System 3 Contract Data File NORTHERN GROW AREA 3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 STATEWIDE FIRE PROTECTION Page 1 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 HYDRAULIC CALCULATIONS for Project name: NORTHERN GROW LLC. CALC AREA#3 .2/900 Location: 19320 63RD AVE. NE Drawing no: FP-2 Date: 7-3-17 Design Remote area number. 3 Remote area location: FIRST FLOOR ROOM#2 Occupancy classification: ORD GROUP 2 Density. .2-Gpm/SgFt Area of application: 1500-SgFt Coverage per sprinkler: 113.330-SgFt Type of sprinklers calculated. UPRIGHT K=5.6 No. of sprinklers calculated. 0 In-rack demand. -GPM Hose streams: 0-GPM Total water required(including hose streams): 461.012-GPM @ 46.873-Psi Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: Location: Source: Name of contractor. STATEWIDE FIRE PROTECTION Address: Phone number. Name of designer: C. HELLA Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 M Iq v Nr-L C; aN O CD N N'q M O)� a3 as d 0 N _0 (p al N a LL CL c 0 O O OEEUF= E2) 00 (ON (Daa) (Da3 N ai > T ,�Q 0 � W fn cn U) y N a) NN O OM (gyp �0�0220(n E a) 0 N r� V 00 O M O O Q N 2 Z E N t c O O N j w 6 LO A U I aQ (0 0— T O< 2 I 00 Z T > E 0 I`6 J 07 LL O O a; O LO ex E o O rn U N O LO �- ZQ OOOCDC4 0 Q .. (� U U N vi O w a) 0 -1 U)aL Ta Cc m a =3 = o U wo Y CO Q LL (7 �(n�w U M O O 0 ry CC N N L- �_ �UUU CD 0 0 0 0 0 W �. In N O 0 000 COO l00 cf (c N C ¢ Ir U a w w ww Inn z 4 CO ~ q G�k k nk e $e& \7 co Eo g=Q / map 2 %c2 a q�G cof_R d 0 < _� �nR q , \ L %C14R E k «� aNR k f 00 / ] n� Q 0 k =�2 / ) E2 m�a\ k � * _CD_] § 2 \ mt ƒ nc=2 k � IL m 3 § CL �o� § kU) § E k - ( @ © § OL q # C14o-It m 2 / k Ce) cm c = a w NonL / I q Lij 2 < 0 � � w � � E ƒ � k ko� k a ra/® 5 ƒ modƒCD 2 LL % ]) § a m W2 E § - m . 2 2i s2 §$§v § \ \ / / D Lu m a = � � � � EI m a § � R@ � �k ƒk I0R4 \ m -1 ƒ Pressure / Flow Summary - STANDARD STATEWIDE FIRE PROTECTION Page 4 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req. 1 B 9.5 5.6 24.33 na 27.62 0.2 128 7.0 2B 9.5 25.66 na 3B 9.5 5.6 20.9 na 25.6 0.2 128 7.0 4B 9.5 5.6 21.15 na 25.75 0.2 128 7.0 5B 9.5 5.6 22.04 na 26.29 0.2 128 7.0 6B 9.5 5.6 20.91 na 25.61 0.2 128 7.0 7B 9.5 5.6 21.16 na 25.76 0.2 128 7.0 8B 9.5 5.6 22.06 na 26.3 0.2 128 7.0 9B 9.5 5.6 25.15 na 28.08 0.2 128 7.0 10B 9.5 25.4 na 11 B 9.5 25.41 na 1 16.5 31.21 na 2 0.0 38.31 na 3 17.83 30.39 na 4 17.83 30.36 na 5 17.83 30.32 na 6 17.83 30.27 na 7 17.83 30.23 na 8 17.83 30.07 na 10 16.5 31.21 na 11 17.83 30.59 na 12 17.83 30.39 na 13 17.83 30.36 na 14 17.83 30.31 na 15 17.83 30.27 na 16 17.83 30.23 na 17 17.83 30.07 na 19 16.5 31.22 na 20 17.83 30.6 na 21 17.83 30.35 na 22 17.83 30.31 na 23 17.83 30.26 na 24 17.83 30.22 na 25 17.83 30.05 na 27 16.5 31.24 na 28 17.83 30.62 na 29 17.83 30.21 na 31 16.5 31.37 na 32 17.83 30.76 na 33 17.83 30.41 na 35 16.5 31.61 na 36 17.83 30.99 na 37 17.83 30.58 na 39 16.5 31.87 na 40 17.83 31.25 na 41 17.83 30.71 na 43 16.5 32.18 na 44 17.83 31.54 na 45 17.83 30.81 na 47 16.5 32.53 na 48 17.83 31.86 na 49 17.83 30.88 na 51 16.5 32.94 na 52 17.83 32.25 na 53 17.83 30.93 na 9 16.5 30.6 na 18 16.5 30.59 na 26 16.5 30.58 na B 16.5 30.56 na 30 16.5 30.75 na 34 16.5 30.96 na 38 16.5 31.12 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary-Standard STATEWIDE FIRE PROTECTION Page 5 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual ReU 42 16.5 31.24 na 46 16.5 31.32 na A 16.5 31.35 na 50 16.5 31.37 na C 16.5 31.25 na TR 16.5 35.32 na BR 1.0 46.24 na TEST 0.0 46.87 na 250.0 The maximum velocity is 11.21 and it occurs in the pipe between nodes 5B and 10B Computer Programs by Hydratec Inc. Route 111 Windham N.W.USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 6 NORTHERN GROW LLC. CALC AREA#3 .21900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """`"" Notes * **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 B 27.62 1.049 1T 5.0 0.660 24.325 K Factor=5.60 to 120.0 0.0 5.000 0.0 2B 27.62 0.2366 0.0 5.660 1.339 Vel= 10.25 2B -93.06 2.157 1 E 6.153 1.500 25.664 to 120.0 0.0 6.153 0.0 10B -65.44 -0.0349 0.0 7.653 -0.267 Vel= 5.75 0.0 -65.44 25.397 K Factor=-12.99 3B 25.60 1.682 0.0 12.000 20.898 K Factor=5.60 to 120.0 0.0 0.0 0.0 4B 25.6 0.0206 0.0 12.000 0.247 Vel = 3.70 4B 25.75 1.682 0.0 12.000 21.145 K Factor=5.60 to 120.0 0.0 0.0 0.0 5B 51.35 0.0748 0.0 12.000 0.897 Vel= 7.41 5B 26.29 1.682 1T 9.9 11.000 22.042 K Factor=5.60 to 120.0 0.0 9.900 0.0 10B 77.64 0.1605 0.0 20.900 3.355 Vel= 11.21 0.0 77.64 25.397 K Factor= 15.41 6B 25.61 1.682 0.0 12.000 20.912 K Factor=5.60 to 120.0 0.0 0.0 0.0 7B 25.61 0.0206 0.0 12.000 0.247 Vel= 3.70 7B 25.76 1.682 0.0 12.000 21.159 K Factor=5.60 to 120.0 0.0 0.0 0.0 8B 51.37 0.0748 0.0 12.000 0.897 Vel= 7.42 8B 26.30 1.682 1T 9.9 11.000 22.056 K Factor=5.60 to 120.0 0.0 9.900 0.0 11 B 77.67 0.1607 0.0 20.900 3.358 Vel= 11.21 0.0 77.67 25.414 K Factor= 15.41 9B 28.08 1.682 1T 9.9 1.000 25.147 K Factor=5.60 to 120.0 0.0 9.900 0.0 11 B 28.08 0.0245 0.0 10.900 0.267 Vel= 4.05 0.0 28.08 25.414 K Factor= 5.57 10B 12.21 2.157 0.0 10.660 25.397 to 120.0 0.0 0.0 0.0 11 B 12.21 0.0016 0.0 10.660 0.017 Vel= 1.07 11 B 105.75 2.157 1 E 6.153 60.500 25.414 to 120.0 1T 12.307 18.460 -3.032 B 117.96 0.1036 0.0 78.960 8.182 Vel= 10.36 0.0 117.96 30.564 K Factor= 21.34 2B 93.06 2.157 4E 24.613 92.000 25.664 to 120.0 1T 12.307 36.920 -3.032 C 93.06 0.0668 0.0 128.920 8.616 Vel= 8.17 0.0 93.06 31.248 K Factor= 16.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 7 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv " ""` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 -10.83 1.682 IT 9.9 1.330 31.213 to 120.0 0.0 9.900 7.146 2 -10.83 -0.0042 0.0 11.230 -0.047 Vel= 1.56 2 0.0 1.682 1 E 1.95 13.000 38.312 to 120.0 0.0 4.950 -7.722 3 -10.83 -0.0042 0.0 47.950 -0.201 Vel = 1.56 3 0.0 1.682 0.0 7.500 30.389 to 120.0 0.0 0.0 0.0 4 -10.83 -0.0043 0.0 7.500 -0.032 Vel = 1.56 4 0.0 1.682 0.0 10.000 30.357 to 120.0 0.0 0.0 0.0 5 -10.83 -0.0042 0.0 10.000 -0.042 Vel = 1.56 5 0.0 1.682 0.0 10.000 30.315 to 120.0 0.0 0.0 0.0 6 -10.83 -0.0042 0.0 10.000 -0.042 Vel= 1.56 6 0.0 1.682 0.0 10.000 30.273 to 120.0 0.0 0.0 0.0 7 -10.83 -0.0042 0.0 10.000 -0.042 Vel = 1.56 7 0.0 1.682 1 E 4.95 33.180 30.231 to 120.0 0.0 4.950 0.0 8 -10.83 -0.0042 0.0 38.130 -0.160 Vel = 1.56 8 0.0 1.682 IT 9.9 1.330 30.071 to 120.0 0.0 9.900 0.576 9 -10.83 -0.0042 0.0 11.230 -0.047 Vel = 1.56 0.0 -10.83 30.600 K Factor= -1.96 10 -10.90 1.682 1T 9.9 1.330 31.215 to 120.0 0.0 9.900 -0.576 11 -10.9 -0.0043 0.0 11.230 -0.048 Vel = 1.57 11 0.0 1.682 1 E 4.95 43.000 30.591 to 120.0 0.0 4.950 0.0 12 -10.9 -0.0042 0.0 47.950 -0.203 Vel = 1.57 12 0.0 1.682 0.0 7.500 30.388 to 120.0 0.0 0.0 0.0 13 -10.9 -0.0043 0.0 7.500 -0.032 Vel = 1.57 13 0.0 1.682 0.0 10.000 30.356 to 120.0 0.0 0.0 0.0 14 -10.9 -0.0043 0.0 10.000 -0.043 Vel = 1.57 14 0.0 1.682 0.0 10.000 30.313 to 120.0 0.0 0.0 0.0 15 -10.9 -0.0042 0.0 10.000 -0.042 Vel = 1.57 15 0.0 1.682 0.0 10.000 30.271 to 120.0 0.0 0.0 0.0 16 -10.9 -0.0043 0.0 10.000 -0.043 Vel= 1.57 16 0.0 1.682 9 E 4.95 33.180 30.228 to 120.0 0.0 4.950 0.0 17 -10.9 -0.0042 0.0 38.130 -0.162 Vel= 1.57 17 0.0 1.682 IT 9.9 1.330 30.066 to 120.0 0.0 9.900 0.576 18 -10.9 -0.0042 0.0 11.230 -0.047 Vel = 1.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams r STATEWIDE FIRE PROTECTION Page 8 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 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 -10.90 30.595 K Factor= -1.97 19 -11.15 1.682 1T 9.9 1.330 31.222 to 120.0 0.0 9.900 -0.576 20 -11.15 -0.0045 0.0 11.230 -0.050 Vel = 1.61 20 0.0 1.682 1 E 4.95 50.250 30.596 to 120.0 0.0 4.950 0.0 21 -11.15 -0.0044 0.0 55.200 -0.245 Vel= 1.61 21 0.0 1.682 0.0 10.000 30.351 to 120.0 0.0 0.0 0.0 22 -11.15 -0.0044 0.0 10.000 -0.044 Vel= 1.61 22 0.0 1.682 0.0 10.000 30.307 to 120.0 0.0 0.0 0.0 23 -11.15 -0.0044 0.0 10.000 -0.044 Vel= 1.61 23 0.0 1.682 0.0 10.000 30.263 to 120.0 0.0 0.0 0.0 24 -11.15 -0.0045 0.0 10.000 -0.045 Vel= 1.61 24 0.0 1.682 1 E 4.95 33.180 30.218 to 120.0 0.0 4.950 0.0 25 -11.15 -0.0044 0.0 38.130 -0.169 Vel= 1.61 25 0.0 1.682 IT 9.9 1.330 30.049 to 120.0 0.0 9.900 0.576 26 -11.15 -0.0044 0.0 11.230 -0.049 Vel= 1.61 0.0 -11.15 30.576 K Factor= -2.02 27 -9.53 1.682 IT 9.9 1.330 31.237 to 120.0 0.0 9.900 -0.576 28 -9.53 -0.0033 0.0 11.230 -0.037 Vel= 1.38 28 0.0 1.682 2E 9.9 113.660 30.624 to 120.0 0.0 9.900 0.0 29 -9.53 -0.0033 0.0 123.560 -0.410 Vel= 1.38 29 0.0 1.682 IT 9.9 1.330 30.214 to 120.0 0.0 9.900 0.576 30 -9.53 -0.0033 0.0 11.230 -0.037 Vel= 1.38 0.0 -9.53 30.753 K Factor= -1.72 31 -8.73 1.682 IT 9.9 1.330 31.367 to 120.0 0.0 9.900 -0.576 32 -8.73 -0.0028 0.0 11.230 -0.031 Vel= 1.26 32 0.0 1.682 2E 9.9 113.660 30.760 to 120.0 0.0 9.900 0.0 33 -8.73 -0.0028 0.0 123.560 -0.348 Vel= 1.26 33 0.0 1.682 IT 9.9 1.330 30.412 to 120.0 0.0 9.900 0.576 34 -8.73 -0.0028 0.0 11.230 -0.032 Vel= 1.26 0.0 -8.73 30.956 K Factor= -1.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 9 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Cf. or Ftng's Pe Pv ;"`„ Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 35 -9.57 1.682 1 T 9.9 1.330 31.605 to 120.0 0.0 9.900 -0.576 36 -9.57 -0.0033 0.0 11.230 -0.037 Vel = 1.38 36 0.0 1.682 2E 9.9 113.660 30.992 to 120.0 0.0 9.900 0.0 37 -9.57 -0.0033 0.0 123.560 -0.413 Vel = 1.38 37 0.0 1.682 1 T 9.9 1.330 30.579 to 120.0 0.0 9.900 0.576 38 -9.57 -0.0033 0.0 11.230 -0.037 Vel = 1.38 0.0 -9.57 31.118 K Factor= -1.72 39 -11.03 1.682 1 T 9.9 1.330 31.873 to 120.0 0.0 9.900 -0.576 40 -11.03 -0.0044 0.0 11.230 -0.049 Vel = 1.59 40 0.0 1.682 2E 9.9 113.660 31.248 to 120.0 0.0 9.900 0.0 41 -11.03 -0.0043 0.0 123.560 -0.536 Vel = 1.59 41 0.0 1.682 1 T 9.9 1.330 30.712 to 120.0 0.0 9.900 0.576 42 -11.03 -0.0044 0.0 11.230 -0.049 Vel = 1.59 0.0 -11.03 31.239 K Factor= -1.97 43 -12.98 1.682 1 T 9.9 1.330 32.178 to 120.0 0.0 9.900 -0.576 44 -12.98 -0.0059 0.0 11.230 -0.066 Vel = 1.87 44 0.0 1.682 2E 9.9 113.660 31.536 to 120.0 0.0 9.900 0.0 45 -12.98 -0.0059 0.0 123.560 -0.725 Vel = 1.87 45 0.0 1.682 1 T 9.9 1.330 30.811 to 120.0 0.0 9.900 0.576 46 -12.98 -0.0059 0.0 11.230 -0.066 Vel = 1.87 0.0 -12.98 31.321 K Factor= -2.32 47 -15.30 1.682 1 T 9.9 1.330 32.528 to 120.0 0.0 9.900 -0.576 48 -15.3 -0.0079 0.0 11.230 -0.089 Vel = 2.21 48 0.0 1.682 2E 9.9 113.660 31.863 to 120.0 0.0 9.900 0.0 49 -15.3 -0.0080 0.0 123.560 -0.983 Vel = 2.21 49 0.0 1.682 1 T 9.9 1.330 30.880 to 120.0 0.0 9.900 0.576 50 -15.3 -0.0079 0.0 11.230 -0.089 Vel = 2.21 0.0 -15.30 31.367 K Factor= -2.73 51 -17.95 1.682 1T 9.9 1.330 32.942 to 120.0 0.0 9.900 -0.576 52 -17.95 -0.0107 0.0 11.230 -0.120 Vel = 2.59 52 0.0 1.682 2E 9.9 113.660 32.246 to 120.0 0.0 9.900 0.0 53 -17.95 -0.0107 0.0 123.560 -1.320 Vel = 2.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 10 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""'"'° Notes '*" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 53 0.0 1.682 1 T 9.9 1.330 30.926 to 120.0 0.0 9.900 7.722 54 -17.95 -0.0107 0.0 11.230 -0.120 Val= 2.59 0.0 -17.95 38.528 K Factor= -2.89 9 -10.83 2.635 0.0 11.330 30.600 to 120.0 0.0 0.0 0.0 18 -10.83 -0.0004 0.0 11.330 -0.005 Vel= 0.64 18 -10.89 2.635 0.0 11.330 30.595 to 120.0 0.0 0.0 0.0 26 -21.72 -0.0017 0.0 11.330 -0.019 Vel= 1.28 26 -11.16 2.635 0.0 3.000 30.576 to 120.0 0.0 0.0 0.0 B -32.88 -0.0040 0.0 3.000 -0.012 Vel= 1.93 B 117.96 2.635 0.0 8.833 30.564 to 120.0 0.0 0.0 0.0 30 85.08 0.0214 0.0 8.833 0.189 Vel = 5.01 30 -9.53 2.635 0.0 11.833 30.753 to 120.0 0.0 0.0 0.0 34 75.55 0.0172 0.0 11.833 0.203 Vel= 4.44 34 -8.73 2.635 0.0 11.833 30.956 to 120.0 0.0 0.0 0.0 38 66.82 0.0137 0.0 11.833 0.162 Vel= 3.93 38 -9.57 2.635 0.0 11.833 31.118 to 120.0 0.0 0.0 0.0 42 57.25 0.0102 0.0 11.833 0.121 Vel= 3.37 42 -11.03 2.635 0.0 11.833 31.239 to 120.0 0.0 0.0 0.0 46 46.22 0.0069 0.0 11.833 0.082 Vel= 2.72 46 -12.98 2.635 0.0 7.500 31.321 to 120.0 0.0 0.0 0.0 A 33.24 0.0037 0.0 7.500 0.028 Vel= 1.96 A 0.0 2.635 0.0 4.833 31.349 to 120.0 0.0 0.0 0.0 50 33.24 0.0037 0.0 4.833 0.018 Vel= 1.96 50 -15.29 2.635 0.0 12.000 31.367 to 120.0 0.0 0.0 7.146 54 17.95 0.0012 0.0 12.000 0.015 Vel= 1.06 0.0 17.95 38.528 K Factor= 2.89 1 10.83 3.26 0.0 11.330 31.213 to 120.0 0.0 0.0 0.0 10 10.83 0.0002 0.0 11.330 0.002 Vel= 0.42 10 10.89 3.26 0.0 11.330 31.215 to 120.0 0.0 0.0 0.0 19 21.72 0.0006 0.0 11.330 0.007 Vel= 0.83 19 11.16 3.26 0.0 11.833 31.222 to 120.0 0.0 0.0 0.0 27 32.88 0.0013 0.0 11.833 0.015 Vel= 1.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 11 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "***""" Notes " Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 27 9.53 3.26 0.0 5.200 31.237 to 120.0 0.0 0.0 0.0 C 42.41 0.0021 0.0 5.200 0.011 Vel = 1.63 C 93.05 3.26 0.0 6.660 31.248 to 120.0 0.0 0.0 0.0 31 135.46 0.0179 0.0 6.660 0.119 Vel = 5.21 31 8.73 3.26 0.0 11.833 31.367 to 120.0 0.0 0.0 0.0 35 144.19 0.0201 0.0 11.833 0.238 Vel = 5.54 35 9.57 3.26 0.0 11.833 31.605 to 120.0 0.0 0.0 0.0 39 153.76 0.0226 0.0 11.833 0.268 Vel= 5.91 39 11.03 3.26 0.0 11.833 31.873 to 120.0 0.0 0.0 0.0 43 164.79 0.0258 0.0 11.833 0.305 Vel = 6.33 43 12.98 3.26 0.0 11.833 32.178 to 120.0 0.0 0.0 0.0 47 177.77 0.0296 0.0 11.833 0.350 Vel = 6.83 47 15.29 3.26 0.0 12.000 32.528 to 120.0 0.0 0.0 0.0 _51 193.06 0.0345 0.0 12.000 0.414 Vel = 7.42 51 17.95 3.26 1 E 9.408 29.000 32.942 to 120.0 IT 20.159 29.567 0.0 TR 211.01 0.0407 0.0 58.567 2.382 Vel = 8.11 TR 0.0 4.26 1Zce 0.0 15.000 35.324 to 120.0 0.0 0.0 10.750 * Fixed loss=4.037 BR 211.01 0.0111 0.0 15.000 0.166 Vel = 4.75 BR 0.0 6.16 1 E 20.084 78.000 46.240 to 140.0 IT 43.037 67.425 0.433 TEST 211.01 0.0014 1 G 4.304 145.425 0.200 Vel = 2.27 250.00 Qa= 250.00 461.01 46.873 K Factor= 67.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 �[�CO Fire & Building Products Technical Services: Tel: (800) 381-9312/Fax: (800)791-5500 Grinnell Grooved Fire Protection Products Fire Protection Submittal Sheet Listing and Approval Information VdS U L �C FM Page 1 of 8 MARCH 2O11 TFP1800 Page 2 of 8 TFP1800 Rated Pressure Figure Nominal Size Nominal Size Pipe Schedule (psi-UL,ULC,FM;Bar LPCB and VdS) Inches mm O ® Q vas 1'/4,1 V2,2 42.4,48.3,60.3 Sch 5.ID,WST 175 175 175 11/4.11/2.2.21/2 42.4.48.3.60.3.73.0 Sch 10,Sch 40 300 300 300 3,4,5,6,8 88.9.114.3,141.3.168.3,219.1 Sch 10.Sch 40 300 300 300 - 10,12 273.0,323.9 Sch 10,Sch 40 250 250 250 - 11/4,11/2,2,21/2,3 42.4.48.3.60.3.73.0.88.9 MF 300 300 300 4 114.3 MF - - 300 11/4,Vh.2,21h.3,4 42.4,48.3,60.3,73.0,88.9,114.3 DF 300 300 300 11/4,1'/2,2,2'/2,3,4 42.4,48.3,60.3,73.0,88.9,114.3 FLF 300 300 - 1/2.2.21/2.3,4 48.3.60.3.73.0.88.9,114.3 FF 300 300 300 - 1,11/4,11/2,2 33.7.42.4.48.3.60.3 MLT,EZT 300 300 300 3 88.9 EZ 300 300 300 4 114.3 EZ 250 250 300 6 168.3 EZ 250 250 175 1'/4.1'/2.2 42.4.48.3.60.3 BLT,DT,TL,Gal 7,Gal Flo 300 300 300 Figure 705 1'/4,11/2,2 42.4,48.3,60.3 GL,MLT,MT.SL.WLS 300 300 - 1'/a.1'/2,2 42.4.48.3.60.3 UE - - 175 76.1,165.1 BS1387 300 300 300 42.4.48.3.60.3.76.1,88.9.114.3 SS1387,ISO 4200 - - - 16 20 139.7 BS1387.ISO 4200 16 - 165.1 BS1387,ISO 4200 - 20 168.3.219.1 ISO 4200 16 20 108.0,133.0,159.0 ISO 4200 300 300 - - 216.3 AS G3452 300 300 11/2,2,2'/2 48.3,60.3,73.0 Sch 5. UE.WST 175 175 175 11h.2,21/2.3,4.5 48.3.60.3.73.0,88.9,114.3,141.3 Sch 10 450 450 450 6,8,10,12 168.3,219.1,273.0,323.9 Sch 10 450 450 450 11/2,2,2Vz,3,4,5 48.3,60.3,73.0.88.9,114.3.141.3 Sch 40 500 500 500 6,8,10,12 168.3.219.1.273.0.323.9 Sch 40 500 500 500 11/2,2,2'/2,3,4 48.3,60.3,73.0,88.9,114.3 MF,DF,FF,SF,STF 300 300 1 300 2 60.3 EZT 300 - - - 3 88.9 EZ 300 300 300 4 114.3 EZ 250 250 300 6 168.3 EZ 250 250 175 11/2,2,21h,3 48.3,60.3,73.0,88.9 XL 300 300 300 i 11/2.2 48.3.60.3 GL,MT.MLT.TL 300 1 300 1 300 11/2.2 48.3.60.3 Gal 7,Gal Flo 300 1 300 300 Figure 707 11/2 2 48.3.60.3 BLT.DT - - 300 14.16 355.6,406.4 Sch 30 300 18,20 457.2.508.0 Sch 30 200 24 610.0 Sch 20 250 76.1,165.1 BS1387,ISO 4200 300 - 300 20 48.3,60.3,88.9,114.3,168.3 BS1387.ISO 4200 - - 20 219.1.273.0.323.9 ISO 4200 - 16 20 2 60.3 Sch 5,ID,UE,WST 175 175 175 - - 2.2'/2,3.4.5 60.3.73.0.88.9,114.3,141.3 Sch 10,Sch 40 250 250 250 6.8 168.3,219.1 Sch 10.Sch 40 250 250 250 10.12 273.0,323.9 Sch 40 250 250 250 r 2 60.3 BLT,DT,EZT,FF,GL.LS 250 250 250 2 60.3 MT,MLT,TL,WLS,XL 250 250 1 250 2 60.3 Gal 7,Gal Flo 250 250 250 2 60.3 MF,FF - 250 2,21/2,3,4 60.3,73.0,88.9,114.3 DF,FF MF SF 250 250 250 3,4 88.9.114.3 EZ 250 250 250 Figure 71 6 168.3 EZ 250 250 175 2,3,4 60.3,88.9,114.3 STF 250 250 250 21/2,3 73.0.88.9 XL 250 250 250 60.3.76.1,88.9,114.3.168.3 BS1387.ISO 4200 250 - 250 16 20 139.7 BS1387,ISO 4200 250 250 16 - Figure 71 PM 6 165.1 BS1387,ISO 4200 250 250 - 20 219.1,273.0 ISO 4200 250 250 20 323.9 ISO 4200 250 250 16 TFP1800 Page 3 of 8 Rated Pressure Figure Nominal Size Nominal Size Pipe Schedule (psi-UL,ULC,FM;Bar LPCB and VdS) Inches mm uL ® FM vds 174.P/2.2 42.41 48.3,60.3 Sch 5,ID.UE WST 175 175 175 1V4 42.4 Sch 10.Sch 40 300 300 300 11/2,2,2'/2,3,4 48.3.60.3.73.0 88.9.114.3 Sch 10,Sch 40 500 500 500 5,6 141.3 168.3 Sch 10 300 300 300 8 219.1 Sch 10 400 400 400 5 141.3 Sch 40 300 300 300 6 168.3 Sch 40 400 400 400 8 219.1 Sch 40 450 450 450 10.12 273.0,323.9 Sch 10.Sch 40 250 250 250 174,1'/2,2,2'/2,3 42.4,48.3.60.3.73.0.88.9 MF 300 300 300 4 114.3 EZ,MF 250 250 300 3 88.9 EZ 300 300 300 6 168.3 EZ 250 250 300 i 11/2 2,2'/z,3,4 48.3.60.3 73.0.88.9.114.3 DF STF 300 300 300 11/4,11/2.2.2'/z.3 42.4,48.3.60.3.73.0,88.9 FLF 300 300 - 4 114.3 FLF 250 250 - Figure 772 1'/2,2,2'/2,3 48.3.60.3.73.0.88.9. FF 300 300 300 Patented 4 114.3 FF 250 250 300 1114,11/2 2 42.4.48.3.60.3 EZT,MT,MLT,WLS 300 300 300 1'/4,V/2,2 42.4,48.3,60.3 GL,Gal Z Gal Flo 300 300 300 11h.2 48.3,60.3 BLT,DT 300 300 300 V/2.2 48.3.60.3 TL,XL 300 300 - 76.1.165.1 BS1387 300 1 300 300 42.4.48.3.60.3.76.1.88.9114.3 BS1387,ISO 4200 - - 16 20 139.7 BS1387.ISO 4200 16 - 165.1 BS1387,ISO 4200 20 168.3,219.1,273.0,323.9 ISO 4200 16 20 2 x 1'/2,2'/2x 2.3 x 2 60.3 x48.3,73.0 x 60.3,88.9 x 60.3 Sch 5 175 175 175 - - 3x2'/z,4x2.4x2'/z 88.9 x 73.0.114.3 x 60.3.114.3 x 73.0 Sch5 175 1 175 175 2x11h.21/2x2 3x2 60.3 x 48.3,73.0 x 60.3,BRA x 60.3 Sch 10.Sch 40 350 350 350 3x2'/2,4x2,4x2'/z 88.9 x 73.0.114.3 x 60.3.114.3 x 73.0 Sch 10.Sch 40 350 350 350 4x3.5x4 114.3x88.9141.3114.3 Sch 10.Sch 40 350 350 300 6 x 4,6 x 5 168.3 x 114.3 x 1638.3 x 141.3 Sch 10.Sch 40 350 350 300 8 x 6 219.1 x 168.3 Sch 40 350 350 300 2 x 1'/2,2'/2x 2,3 x 2 60.3 x 48.3,73.0 x 60.3,88.9 x 60.3 DF,EZT,FF GL.MF 300 300 300 ra 2x11/2,21/2x2,3x2 60.3 x 48.3.73.0 x 60.3.88.9 x 60.3 MT.MLT,SE STF,TL 300 300 300 r 4 x 2 114.3 x 60.3 DF.EZT.FF GL.MF 300 300 300 4 x 2 114.3 x 60.3 W.MLT.SF.STF.TL 300 300 300 � - �0." 3x2'/2 4x2'/z.4x3 88.9 x 73.0,114.3 x 73.0,114.3 x 88.9 DF.MF.SF 300 300 300 4 x 2'/z,4 x 3 114.3 x 73.0,114.3 x 88.9 FF.STF 300 300 300 5 x 4.6 x 4 141.3 x 114.3.168.3 x 114.3 OF.F.SF STF 300 300 300 Figure 716 U Z U 2'/2 88.9 x 60.3,88.9 x 73.0 EZ 300 300 300 2012 60.3 x 48.3 Gal 7,Gal Fla 300 300 300 60.3 x 48.3.73.0 x 60.3.88.9 x 60.3 BS1387.ISO 4200 300 - 300 16 20 88.9 x 76.1,114.3 x 60.3.114.3 x 76.1 BS1387.ISO 4200 300 300 16 20 114.3 x 88.9 BS1387,ISO 4200 300 300 16 20 168.3 x 114.3,219.1 x 168.3 ISO 4200 300 300 16 20 139.7 x 114.3 BS1387,ISO 4200 300 300 16 165.1 x 114.3 BS1387,ISO 4200 300 300 - 20 11/4,11/2.2 x'/z 3/4.1 42.4.48.3.60.3 x 21.3.26.7.33.7 Sch 5.Sch 10.Sch 40 175 175 175 11/4.1'/2.2 x'/2.3/4.1 42.4 48.3,60.3 x 21.3,26.7,33.7 BLT.DE DT.GL.I.S.MF 175 175 175 11/4,11/2.2 x'/2,3/4,1 42.4.48.3.60.3 x 21.3.26.7.33.7 MT,MLT,TL,WLS,XL 175 175 175 - - 11/4.11/2.2 x'/z 3/4 1 42.4.48.3,60.3 x 21.3,26.7,33.7 Gal Z Gal Flo 175 175 175 1114,11/2 x1/z 3/4 1 42.4,48.3 x 21.3.26.7.33.7 EZT 175 175 175 11/z x'/z 3/4,1 48.3 x 21.3.26.7.33.7 FF 175 175 175 2'/2 x'/2 3/4.1 73.0 x 21.3,26.7,33.7 Sch 10,Sch 40 175 175 175 Figure 40-5• 21/2 x'/2 3/4.1 73.0 x 21.3.26.7.33.7 DE ME STF,XL 1 175 175 175 11/2.2 x'/z 3h.1 48.3 60.3 x 21.3 26.7,33.7 STF 1 175 175 175 • Figure 40-5 Straps are UL and ULC Listed and FM Approved with NPT and ISO threaded outlets as specified in the chart. Page 4 of 8 TFP18OO Rated Pressure Figure Nominal Size Nominal Size Pipe (psi-U,ULC and FM;bar LPCB and VdS) Inches mm Schedule uL © � VdS 2 x V2,'/4.1.V/4.11/2 60.3 x 21.3,26.7.33.7.42.4.48.3 Sch 5 175 175 175 2 x'/2,314,1,11/4,11/2 60.3 x 21.3.26.7.33.7.42.4.48.3 Sch 10.Sch 40 300 300 300 2V2 x V2.1/4.1.1'/4.1'/2.2 73.0 x 21.3,26.7.33.7.42.4.48.3.60.3 Sch 10,Sch 40 300 300 300 3,4 x'/2,3/4,1 88.9.114.3 x 21.3,26.7,33.7 Sch 10,Sch 40 300 300 300 4 x 21/2.4 x 3 114.3 x 73.0.4 x 88.9 Sch 10,Sch 40 300 300 300 5 x 2,5 x 2'/2 141.3 x 60.3.141.3 x 73.0 Sch 10,Sch 40 300 300 300 6 x 11/2.2.21/2,3,4 168.3 x 48.3,60.3.73.0.88.9,114.3 Sch 10,Sch 40 300 300 300 2 x'/2,1/4.1,1'/4,1'/2 60.3 x 21.3,26.7,33.7,42.4,48.3 BLT,DT,EZT.FF,GL,MF 300 300 300 2 x V2.'/4.1.11/4,11/2 60.3 x 21.3.26.7.33.7.42.4.48.3 MT.MLT,STF,TL,WLS 300 300 300 2 x'/2,3/4,1,11/4,11/2 60.3 x 21.3.26.7.33.7.42.4.48.3 Gal 7.Gal Flo 300 300 300 2 x'/2,3/4.1 60.3 x 21.3.26.7.33.7 DF 300 300 300 21/z.3,4 x V2,3/4,1 73.0.88.9,114.3 x 21.3,26.7,33.7 DF FF ME STF 300 300 300 2 x 11/4.11/2 60.3 x 42.4,48.3 DF 300 300 300 3.4 x 2 88.9,114.3 x 60.3 DF.FF.MF STF 300 300 300 4 x 2'/2 114.3 x 73.0 DF FF MF,STF 300 300 300 4 x 3 114.3 x 88.9 FF ME STF 300 300 300 76.1 x 21.3.26.7.33.7 BS1387.ISO 4200 300 - 300 16 20 139.7 x 48.3,88.9 BS1387.ISO 4200 300 300 16 20 Figure 730 165.1 x 42.4 BS1387.ISO 4200 300 300 16 20 Threaded*$ 60.3 x 21.3,26.7,33.7.42.4,48.3 RS13R7,ISO 4200 - - 16 20 76.1 x 42.4.48.3.60.3 BSI 387.ISO 4200 16 20 88.9 x 21.3.26.7.33.7,42.4.48.3,60.3 BSI 387.ISO 4200 - 16 20 114.3 x 21.3.26.7,33.7.42.4 BS1387,ISO 4200 - 16 J 20 114.3 x 48.3,76.1.88.9 BS1387,ISO 4200 16 20 165.1 x 48.3.60.3.76.1.88.9,114.3 BS1387.ISO 4200 - 20 139.7 x 60.3,76.1 BS1387,ISO 4200 16 168.3 x 48.3,60.3.73.0 ISO 4200 16 20 168.3.219.1 x 76.1,88.9.114.3 ISO 4200 16 20 2 x 1 V2 60.3 x 48.3 Sch 5 175 175 175 - - 2.2'/2,3,4.5.6 x 11/2 60.3.73.0.88.9,114.3,141.3.168.3 x 48.3 Sch 10,Sch 40 300 300 300 3,4,5 x 2,2'/2 88.9,114.3,141.3 x 60.3,73.0 Sch 10.Sch 40 300 300 300 4 x 3,5 x 3 114.3 x 88.9.141.3 x 88.9 Sch 10,Sch 40 300 300 300 6 x 21/2,3,4 168.3 x 48.3,73.0,88.9,114.3 Sch 10,Sch 40 250 250 250 8 x 21/2,3.4 219.1 x 73.0,88.9.114.3 Sch 10,Sch 40 300 300 300 - 2.21/2.3.4 x 1V2 60.3,73.0,88.9,114.3 x 48.3 DF 300 300 300 3.4 x 2 88.9.114.3 x 60.3 DF 300 300 300 2 x 11/2 60.3 x 48.3 BLT.TL 300 300 300 3 x 1 V2 88.9 x 48.3 EZ 300 300 300 139.7 x 48.3,88.9 BS1387,ISO 4200 300 300 16 20 165.1 x 42.4.48.3.60.3.76.1 BS1387.ISO 4200 300 300 16 20 60.3 x 42.4,48.3 BS1387,ISO 4200 - - 16 20 76.1 x 42.4,48.3,60.3 BS1387.ISO 4200 16 20 Figure 730 88.9 x 42.4.48.3.60.3 BS1387,ISO 4200 16 20 Grooved**$ 114.3 x 42.4.48.3,60.3.76.1.88.9 BS1387.ISO 4200 16 20 165.1 x 48.3.60.3.76.1,88.9.114.3 BS1387,ISO 4200 - 20 139.7 x 60.3,76.1 BS1387,ISO 4200 - 16 - 168.3 x 48.3,60.3.73.0 ISO 4200 16 20 168.3,219.1 x 76.1,88.9,114.3 ISO 4200 - 16 * Figure 730 Threaded Mechanical Outlets are UL and ULC Listed and FM Approved in both the Tee and Cross configuration with NPT and ISO threaded outlets as specified in the chart. **Figure 730 Grooved Mechanical Outlets are UL and ULC Listed and FM Approved in both the Tee and Cross configuration. $ Figure 730 Threaded and Grooved Mechanical Outlets are VdS Approved in the Tee configuration only. Grinnell®products are UL and ULC Listed and FM, LPCB and VdS Approved,as specified in the charts,for the pressure ratings shown for use in Fire Protection Systems(automatic sprinkler, open sprinkler and standpipe)and connections to such systems. The charts were developed from the latest Listings and Approval data available at the time of publication. Listings are subject to changes and additions by the approval bodies. For Dry Pipe systems or Freezer Systems, use Tri-Seal Gaskets and petroleum free silicone lubricant. Follow installation instructions provided in the Installation Handbook I1-1-1000. TFP1800 Page 5 of 8 Rated Pressure Figure Nominal Size Nominal Size Pipe Schedule (Psi-UL,ULC,FM;Bar LPCB and VdS) Inches 1-1/4,1-1/2,2 42.4,48.3,60.3 FLF,MF,XL,GL,10,40,CT,OF,TL, 300 300 300 WLS,MT,MLT 2-1/2.3,4 73.0,88.9,114.3 FLF,MF,OF 300 300 300 2-1/2,3 73.0,88.9 FF,XL 300 300 300 1-1/4,1-1/2,2, 42.4,48.3,60.3,73.0,88.9,114.3, 10 300 300 300 2-1/2,3,4,6,8 168.3,219.1 1-1/4,1-1/2,2, 42.4,48.3,60.3,73.0,88.9,114.3, 40 300 300 300 2-1/2,3,4,6 168.3 1,1-1/4,1-1/2,2 33.7,42.4,48.3,60.3 5 175 175 175 3,4,6 88.9,114.3,168.3 EZF 300 300 300 11/4 42.4 EZT 300 300 300 1-1/2,2 48.3,60.3 EZT,FF 300 300 300 1-1/2,2,2-1/2,3,4 48.3,60.3,73.0,88.9,114.3 STF 300 300 300 4 114.3 STF 250 250 250 8 219.1 0.188 in,wall 300 300 300 10,40,XL,TL,OF,BLT,DL,DT,MT, 1 33.7 WLS,WST,GL,MLT,EZT,ET,EL,5, 300 300 300 Figure 577 BS1387M,ISO 4200 5 141.3 10 300 300 300 5 141.3 40 300 300 300 76.1 mm,165mm BS1387M,ISO 4200 300 300 139.7mm ISO 4200 300 300 1,1-1/4,1-1/2,2,3,4 33.7,42.4,48.3,60.3,88.9,114.3 BS1387M,ISO 4200 20 bar 76.1,165.1 BS1387M,ISO 4200 20 bar 6,8 168.3,219.1 ISO 4200 20 bar 1,1-1/4,1-1/2,2,3, 33.7,42.4,48.3,60.3,88.9,114.3, ISO 4200 16 bar 4,6,8 168.3,219.1 76.1,139.7 ISO 4200 16 bar P/ a Schedule Ke MF-Mega Flow Listed/Approved steel sprinkler pipe p y manufactured by Wheatland Tube Company. STF-Steady Flow Listed/Approved steel sprinkler pipe manu- MLT-Mega Light Listed/Approved steel sprinkler pipe manu- factured by AMS Tube Corp. factured by Wheatland Tube Company. BLT-Black Light Wall Threadable Listed/Approved steel sprin- MT-Mega Thread Listed/Approved steel sprinkler pipe manu- kler pipe manufactured by Allied Tube and Conduit. factured by Wheatland Tube Company. DF-Dyna-Flow Listed/Approved steel sprinkler pipe manufac- SL-Listed/Approved steel sprinkler pipe manufactured by tured by Allied Tube and Conduit. Wheatland Tube Company. DT-Dyna Thread Listed/Approved steel sprinkler pipe manu- WLS-WLS Listed/Approved steel sprinkler pipe manufactured factured by Allied Tube and Conduit. by Wheatland Tube Company. SF-Super-Flow Listed/Approved steel sprinkler pipe manu- WST-WST Listed/Approved steel sprinkler pipe manufactured factured by Allied Tube and Conduit. by Wheatland Tube Company. XL-Extra Light Weight Listed/Approved steel sprinkler pipe GL-GL Listed/Approved steel sprinkler pipe manufactured by manufactured by Allied Tube and Conduit. Wheatland Tube Company. UE-Ultra-Eddy Listed/Approved steel sprinkler pipe manufac- EZT-EZ Thread Listed/Approved steel sprinkler pipe manu- tured by Bull Moose Tube Company. factured by Youngstown Tube Company. TL-TL Listed/Approved steel sprinkler pipe manufactured by FF-Fire-Flo Listed/Approved steel sprinkler pipe manufac- Central Grooved Piping Products. tured by Youngstown Tube Company. LS-Listed/Approved steel sprinkler pipe manufactured by 5 -Schedule 5 steel sprinkler pipe Century Tube Corporation. 10-Schedule 10 steel sprinkler pipe ID-IDOD Listed/Approved steel sprinkler pipe manufactured 20-Schedule 20 steel sprinkler pipe by IDOD Systems. 30-Schedule 30 steel sprinkler pipe GAL-FLO-Listed/Approved steel sprinkler pipe manufactured 40-Schedule 40 steel sprinkler pipe by IDOD Systems. BS1387m-British Standard Medium Listed/Approved steel GAL-7-Listed/Approved steel sprinkler pipe manufactured by sprinkler tube. IDOD Systems. IS04200-ISO Standard Listed/Approved steel sprinkler tube. EZ-EZ-Flow Listed/Approved steel sprinkler pipe manufac- JIS G3452-Japanese International Standard tured by Northwest Pipe and Casting Company. FLF-Fire Line Flow Listed/Approved steel sprinkler pipe man- Note: Cut and roll grooved references are for pipe runs and ufactured by Western International Forest Products. also grooved outlets. Page 6 of 8 TFP18OO Rated Pressure Figure Nominal Size Nominal Size (psi-UL,ULC,FM;Bar LPCB and Vd5) Inches mm O ® � vds i� 11/z x'/2,'/4,1 42.4 x 21.3,26.7,33.7 300 300 1 300 Figure ADACAP® ADACAP®* 2 x'/z,'/4,1 48.3 x 21.3,26.7,33.7 300 300 300 = 21/z x'/z,'/4,1 60.3 x 21.3,26.7,33.7 300 300 300 1 1 33.7 500 500 500 . 11/4,11/2,2,3,4 42.4,48.3,60.3,88.9,114.3 500 500 500 16 20 6,8 168.3,219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 201 21h,5 73.0,141.3 500 500 500 - - 76.1 500 - 500 16 20 165.1 500 500 - 20 Figure 201 139.7 500 j 500 16 - 45°Elbow 108.0,133.0,159.0,216.3 300 300 - 1 33.7 500 500 500 - 11/4,11/z,2,3,4 42.4,48.3,60.3,88.9,114.3 500 500 500 16 20 6,8 168.3,219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 210 21/z,5 73.0,141.3 500 500 500 - - Figure 210 76.1 500 - 500 16 20 90'Elbow 165.1 500 - 500 - 20 139.7 500 = 500 16 108.0,133.0,159.0,216.3 300 300 1 33.7 500 500 500^ - 11/4,1'/2,2,3,4 42.4,48.3,60.3,88.9,114.3 500 500 500 16 20 6,8 168.3,219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 219 21/2,5 73.0,141.3 500 500 500 - - 76.1 500 - 500 16 20 165.1 500 500 - 20 Figure 219 139.7 500 500 16 - Tee 108.0,133.0,159.0,216.3 300 300 - - 11/4,11/2,2,3,4 42.4.48.3,60.3,88.9,114.3 500 500 500 16 20 6.8 168.3,219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 260 21/z,5 73.0,141.3 500 500 500 - - 76.1 500 - 500 16 20 Figure 260 w 165.1 500 500 - 20 End Cap 139.7 500 500 16 - c+r> ' 11/2,x 1,2 x 1 48.3 x 33.7,60.3 x 33.7 500 500 500 16 - 2 x 11/4,2 x 11/2 60.3 x 42.4,60.3 x 48.3 500 500 500 16 20 21/2 x 2,3 x 21/2,4 x 21/2 73.0 x 60.3,88.9 x 73.0,114.3 x 73.0 500 500 500 16 20 4 x 2,6 x 2 114.3 x 60.3,168.3 x 60.3 500 500 500 16 3 x 2,4 x 3,6 x 4 88.9 x 60.3,114.3 x 88.9,168.3 x 114.3 500 500 500 16 20 Figure 5 x 4,6 x 5 141.3 x 114.3,168.3 x 141.3 500 500 500 - - 250 76.1 x 48.3,76.1 x 60.3 500 500 500 16 20 Figure 250 88.9 x 76.1,114.3 x 76.1 500 500 500 16 20 Concentric 139.7 x 88.9,139.7 x 114.3 500 500 500 16 - Reducer 165.1 x 114.3 500 500 500 - 20 168.3 x 76.1,168.3 x 139.7 500 500 1 500 16 165.1 x 88.9,165.1 x 139.7 500 - 500 * ADACAPs are UL and ULC Listed and FM Approved with NPT and ISO threaded outlets. TFP18O0 Page 7 of 8 ,Figure 501 Rated Pressure Figure Nominal Size Nominal Size (psi-UL,ULC,FM;Bar LPCB and VdS) 451Elbow Inches mm ��r�]{�` U` © FM NdS 11/4,11/2,2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 16 20 6,8 168.3,219.1 300 300 300 16 20 Figure 21/2,5 73.0,141.3 300 300 300 - - 501 76.1 300 300 300 16 20 - 139.7 300 300 300 16 - Figure 510 165.1 300 300 300 - 20 90°Elbow 1'/4,1Vz,2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 16 20 �J( 6,8 168.3,219.1 300 300 300 16 20 '1 Figure 21/2,5 73.0,141.3 300 300 300 - - 510 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 V/4,11/2,2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 16 20 6,8 168.3,219.1 300 300 300 16 20/2 Figure 519 - Figure 21 ,5 73.0,141.3 300 300 300 - - Tee 519 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 2,3,4,6,8 60.3,88.9,114.3,168.3,219.1 300 300 300 16 20 Figure 501S 21/2,5 73.0,141.3 300 300 300 - - 45°Elbow Figure76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 2,3,4,6,8 60.3,88.9,114.3,168.3,219.1 300 300 300 16 20 2'/2,5 73.0,141.3 300 300 300 - - Figure 76.1 300 300 300 16 20 5105 139.7 300 300 300 16 - Figure 510S 165.1 300 300 300 - 20 90°Elbow 2,3,4,6,B 60.3,88.9,114.3,168.3,219.1 300 300 300 16 20 21/2,5 73.0,141.3 300 300 1 300 - - Figure 519S 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 Figure 21/2,3,4,5 73.0,88.9,114.3,141.3 1 300 300 300 - 510DE 6,8 168.3,219.1 300 300 300 - Figure 5195 Tee Figure 510DE Drain Elbow TFP18O0 Page 8,of 8 Fabricated Fittings Rated Pressure Rated Pressure Figure Nominal Sae (psi) Figure Nominal Slae (psi) Inches �� FM Inches UL <a> 1,1'/4.1'/1 300 300 1'/4,1'/z 300 300 Figure 391 2,2'/z 300 300 2,2Yz 300 300 Groove x Male Threaded 3,4,5 300 300 Figure 321 Adapter Nipples 6,8 300 300 Reducing Tee 3,4,5 300 300 10,12 300 300 6,8 300 300 10,12 300 300 1,1%4,1 yz 300 300 1,1'/4,1'/z 300 300 g 2,2'/z 300 300 Figure 392 2,2yz 300 300 Groove x Groove 3,4,5 300 300 Figure 327 Adapter Nipples 6,8 300 300 Cross 3,4,5 300 300 6,8 300 300 10,12 300 300 10,12 300 300 1,1%.1% 300 300 1,1'/+,1'/z 300 300 Figure 393 2,21/2 300 300 Figure 341 2,2'/z 300 300 Groove x Bevel 3,4,5 300 300 Groove Adapter Nipples 6,8 300 300 Flange Adapter 3,4,5 300 300 150 lbs. 6,8 300 300 10,12 300 300 10,12 300 300 1'/4.1% 300 300 1'/4,1'/z 300 300 2,2'/z 300 300 Figure 350 2,2'/z 300 300 Figure 312 3,4,5 300 300 Concentric 22'/z°Elbow 3,4,5 300 1 300 6,8 300 300 Groove x Groove Reducer 6,8 300 300 10,12 300 300 1 10,12 300 300 1'/4,1'/z 300 300 2,2'/z 300 300 Figure 313 3,4,5 300 300 11'/4'Elbow 6,8 300 300 10,12 300 300 General Notes: It is the Designer's responsibility to select products suitable for the intended service and to en- _ ISO sure that pressure ratings and performance data is not exceeded. Always read and understand the installation 9001 instructions(I1-1-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale Pennsylvania 19446 tqWorldwide www tyco-fire.com Fire Protection Contacts Products Pipe Fittings NPT Threaded, Ductile Iron General Technical Description Data The TYCO Series 800 Threaded Pipe Approvals Fittings and California Tees & Elbows UL Listed are manufactured from ductile iron. FM Approved They are stronger and more corrosion Maximum Working Pressure resistant than cast iron fittings. The 300 psi(20,7 bar) ■ . . additional strength is provided by the ductile properties and by adding mag- Material nesium while the iron is being poured Series 800 and California Fittings: into the final cast shape. Although Ductile Iron S lighter than standard cast iron, the Figure 719 Plug: fittings have an added advantage of Cast Iron T I being less susceptible to cracking due Pipe Thread to their added strength. P The Series 800, California, and Figure NPT per ANSI B1.20.1 Limited 719 Threaded Pipe Fittings are a re- Installation designation for the Central Series 800, Warranty California, and Figure 719 Threaded Apply TEFLON tape or high quality pipe Pipe Fittings. joint compound on male pipe threads For warranty terms and conditions,visit and tighten two to three turns beyond www•tyco-fire.com. hand tight. Ordering The Threaded Pipe Fittings described ® g herein must be installed and main- ° tained in compliance with this docu- Installers who have not used ductile iron Procedure ment, as well as with the applicable threaded fittings should be instructed Contact your local distributor for avail- standards of the National Fire Protec- that the fittings are stronger than the ability.When placing an order, indicate tion Association,in addition to the stan- pipe and overtightening the fitting can the full product name and Part Number dards of any other authorities having create leaks and cause damage to pipe (P/N). jurisdiction.Failure to do so may impair threads.In general, there is about one- the performance of these devices. half turn difference between cast iron The owner is responsible for main- and ductile iron fittings.Apply TEFLON taining their fire protection system tape or high quality pipe joint com- and devices in proper operating con- pound on the male pipe threads and dition. Contact the installing contrac- tighten two to three turns beyond hand for or product manufacturer with any tight.If an automatic make-on machine questions. is being used,please exercise caution in setting the machine to the proper parameters prior to tightening fittings onto the male pipe threads. Page 1 of 10 JULY 2016 TFP171O TFP1710 Page 2of10 B B A A 6 FIGURE 811 FIGURE 813 90'ELBOW 45°ELBOW Nominal Pipe Figure 811 Figure 813 Size Approx. Approx. ANSI A 13 Weight Part A 13 Inches Inches Weight Part Inches Inches Inches Lbs. Number Lbs. Number DN (mm) (mm) (kg) (mm) (mm) (kg) 1/2 1.13 0.56 0.24 0.88 0.38 0.22 15 (28,7) (14,2) (0,11) 86206 (22,4) (9,7) (0,09) 86780 3/4 1.31 0.75 0.40 1.00 0.44 0.33 20 (33,3) (19,0) (0,18) 86205 (25,4) (11,2) (0,15) 86781 1 1.50 0.81 0.64 1.13 0.81 0.48 25 (38,1) (20,6) (0,29) 86200 (28,7) (20,6) (0,21) 86280 1-1/4 1.75 1.06 0.95 86201 1.31 0.63 0.73 86281 32 (44,5) (26,9) (0,43) (33,3) (16,0) (0,33) 1-1/2 1.94 1.19 1.24 1.44 0.69 0.93 40 (49,3) (30,2) (0,56) 86202 (36,6) (17,5) (0,42) 86282 2 2.25 1.50 1.74 1.68 0.94 1.55 50 (57,1) (38,1) (0,79) 86203 (42,7) (23,9) (0,70) 86283 2-1/2 2.69 1.56 3.28 86204 1.94 1.00 2.70 86782 65 (68,3) (39,6) (1,49) (49,3) (25,4) (1,22) TABLE A FIGURES 811 &813 NOMINAL DIMENSIONS TFP1710 Page 3 of 10 I~B I f D 1 IA FIGURE 812 90'REDUCING ELBOW Nominal Pipe Size Figure 812 ANSI A B C D Approx. Inches Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) (mm) Lbs. Number (kg) 3/4 x 1/2 1.19 1.19 0.63 0.63 0.33 20 x 15 (30,2) (30,2) (16,0) (16,0) (0,15) 86342 1 x 1/2 1.25 1.38 0.56 0.81 0.44 25 x 15 (31,8) (35,1) (14,2) (20,6) (0,20) 86210 1 x 3/4 1.38 1.44 0.69 0.88 0.53 25 x 20 (35,1) (36,6) (17,5) (22,4) (0,24) 86211 1-1/4 x 1/2 1.31 1.50 0.63 0.94 0.64 32 x 15 (33,3) (38,1) (16,0) (23,9) (0,29) 86212 1-1/4 x 3/4 1.44 1.63 0.75 1.06 0.75 g6213 32 x 20 (36,6) (41,4) (19,0) (26,9) (0,34) 1-1/4 x 1 1.56 1.68 0.88 1.00 0.77 g6214 32 x 25 (39,6) (42,7) (22,4 (25,4) (0,35) 1-1/2 x 3/4 1.50 1.75 0.75 1.19 0.95 86221 40 x 20 (38,1) (44,4) (19,0) (30,2) (0,43) 1-1/2 x 1 1.63 1.81 0.88 1.13 0.99 40 x 25 (41,4) (46,0) (22,4) (28,7) (0,45) 86215 1-1/2 x 1-1/4 1.81 1.88 1.13 1.19 1.14 40 x 32 (46,0) (47,8) (28,7) (30,2) (0,52) 86216 2 x 3/4 1.63 1.94 0.88 1.38 1.39 50 x 20 (41,4) (49,3) (22,4) (35,1) (0,63) 86217 2 x 1 1.75 2.06 2.00 1.31 1.58 50 x 25 (44,4) (52,3) (5018) (33,3) (0,72) 86218 2 x 1-1/2 2.00 2.19 1.25 1.44 1.67 g6220 50 x 40 (50,8) (55,6) (31,8) (36,6) (0,76) 2-1/2 x 2 2.38 2.63 1.25 1.88 3.01 65 x 50 (60,5) (66,8) (31,8) (47,8) (1,36) 86762 TABLE B FIGURE 812 NOMINAL DIMENSIONS TFP1710 Page 4 of 10 IA � C D B C D B V FIGURE 817 CROSS Nominal Pipe Size Figure 811 ANSI A B C D Approx. Inches Inches Inches Inches Inches LbsWeight Part DN (mm) (mm) (mm) (mm) (kg) Number (kg) 1 1.50 1.50 0.81 0.81 0.97 86284 25 (38,1) (38,1) (20,6) (20,6) (0,44) 1-1/4 1.75 1.75 1.06 1.06 1.59 86285 32 (44,4) (44,4) (26,9) (27,0) (0,72) 1-1/2 1.94 1.94 1.19 1.19 1.89 86286 40 (49,3) (49,3) (30,2) (30,2) (0,86) 2 2.25 2.25 1.50 1.50 2.93 86287 50 (57,1) (57,1) (38,1) (38,1) (1,33) 1-1/4 x 1-1/4 x 1 x 1 1.69 1.56 1.00 0.88 1.25 86289 32 x 32 x 25 x 25 (42,9) (39,6) (25,4) (22,4) (0,56) 1-1/2 x 1-1/2 x 1 x 1 1.81 1.63 1.06 1.94 1.48 86322 40 x 40 x 25 x 25 (46,0) (41,4) (26,9) (49,3) (0,71) 2 x 2 x 1 x 1 2.00 1.75 1.25 1.06 2.64 86291 50 x 50 x 25 x 25 (50,8) (44,4) (31,8) (26,9) (1,20) TABLE C FIGURE 817 NOMINAL DIMENSIONS TFP1710 Page 5 of 10 L J f A IB 1 fB- } B A IA B � 1 FIGURE 814 FIGURE 818 IRON TEE STRAIGHT COUPLING Nominal Pipe 9 Size Figure 814 Figure 818 ANSI A g Approx. A BApprox. Weight Part Weight Part Inches Inches Inches DN (mm) (mm) Lbs. Number Inches Inches Lbs. Number (kg) (mm) (mm) (kg) 1/2 1.13 0.56 0.33 g6340 1.38 0.31 0.18 72779 15 (28,7) (14,2) (0115) (35,1) (7,9) (0,08) 3/4 1.31 0.75 0.50 1.63 0.56 0.26 20 (33,3) (19,0) (0,23) 86341 (41,4) (14,0) (0,11) 72778 1 1.50 0.81 0.85 1.75 0.38 0.44 25 (38,1) (20,6) (0,38) 66230 (44,4) (9,7) (0,20) 72755 1-1/4 1.75 1.06 1.30 2.00 0.56 0.54 32 (44,4) (26,9) (0,59) 86231 (50,8) (14,0) (0,24) 72754 1-1/2 1.94 1.19 1.63 2.19 0.75 0.71 40 (49,3) (30,2) (0,74) 86232 (55,6) (19,0) (0,32) 72753 2 2.25 1.50 2.63 2.63 1.13 1.15 50 (57,1) (38,1) (1,19) 86233 (66,8) (28,7) (0,52) 72752 2-1/2 2.69 1.56 4.55 3.00 0.75 2.29 65 (68,3) (39,6) (2,06) 86234 (76,2) (19,0) (1,04) 72758 TABLE D FIGURES 814&818 NOMINAL DIMENSIONS TFP171O Page 6 of 10 t—C— B E A D FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 ANSI A B C D E FWeight Approx. W Inches Inches Inches Inches Inches Inches Inches LbsWeight Part DN (mm) (mm) (mm) (mm) (mm) (mm) (kg) Number (kg) 3/4 x 3/4 x 1/2 1.19 1.19 1.25 0.63 0.63 0.69 0.46 86235 20 x 20 x 15 (30,2) (30,2) (31,8) (16,0) (16,0) (17,5) (0,21) 3/4 x 3/4 x 1 1.44 1.44 1.38 0.88 0.88 0.69 0.68 86755 20 x 20 x 2b (36,6) (36,6) (35,1) (22,4) (22,4) (17,5) (0,31) 1 x 1/2 x 1 1.50 1.38 1.50 0.81 0.81 0.81 0.70 86236 25 x 15 x 25 (38,1) (35,1) (38,1) (20,6) (20,6) (20,6) (0,32) 1 x 3/4 x 1/2 1.25 1.19 1.38 0.56 0.63 0.81 0.63 86756 25 x 20 x 15 (31,8) (30,2) (35,1) (14,2) (16,0) (20,6) (0,28) 1 x 3/4 x 3/4 1.38 1.31 1.44 0.69 0.75 0.88 0.68 86757 25 x 20 x 20 (35,1) (33,3) (36,6) (17,5) (19,0) (22,4) (0,31) 1 x 3/4 x 1 1.50 1.44 1.50 0.81 0.88 0.81 0.77 86237 25 x 20 x 25 (38,1) (36,6) (..38,1) (20,6) (22,4) (20,6) (0,35) 1 x 1 x 1/2 1.25 1.25 1.38 0.56 0.56 0.81 0.66 86238 25 x 25 x 15 (31,8) (31,8) (35,1) (14,3) (14,3) (20,6) (0,30) 1 x 1 x 3/4 1.38 1.38 1.44 0.69 0.69 0.88 0.73 86239 25 x 25 x 20 (35,1) (35,1) (36,6) (17,5) (17,5) (22,4) (0,33) 1 x 1 x 1-1/4 1.69 1.69 1.56 1.00 1.00 0.88 0.97 86240 25 x 25 x 32 (42,9) (42,9) (39,6) (25,4) (25,4) (22,4) (0,44) 1 x 1 x 1-1/2 1.81 1.81 1.63 1.13 1.13 0.88 1.14 86241 25 x 25 x 40 (46,0) (46,0) (41,4) (28,6) (28,6) (22,4) (0,52) 1-1/4 x 1 x 1/2 1.94 1.25 1.56 0.63 0.56 1.00 0.81 86242 32 x 25 x 15 (49,2) (31,8) (39,6) (15,9) (14,3) (25,4) (0,37) 1-1/4 x 1 x 3/4 1.44 1.38 1.62 0.75 0.69 1.06 0.90 86243 32 x 25 x 20 (36,6) (35,1) (41,2) (19,0) (17,5) (27,0) (0,41) 1-1/4 x 1 x 1 1.56 1.50 1.69 0.88 0.81 1.00 1.03 86244 32 x 25 x 25 (39,6) (38,1) (42,9) (22,4) (20,6) (25,4) (0,47) 1-1/4 x 1 x 1-1/4 1.75 1.69 1.75 1.06 1.00 1.06 1.10 86245 32 x 25 x 32 (44,4) (42,9) (44,4) (27,0) (25,4) (27,0) (0,50) 1-1/4 x 1 x 1-1/2 1.88 1.81 1.81 1.19 1.13 1.06 1.43 86246 32 x 25 x 40 (47,6) (46,0) (46,0) (30,1) (28,6) (27,0) (0,65) 1-1/4 x 1-1/4 x 1/2 1.38 1.38 1.56 0.69 0.69 1.00 0.87 86247 32 x 32 x 15 (35,1) (35,1) (39,6) (17,5) (17,5) (25,4) (0,39) 1-1/4 x 1-1/4 x 3/4 1.44 1.44 1.63 0.75 0.75 1.06 0.96 86248 32 x 32 x 20 (36,6) (36,6) (41,4) (19,0) (19,0) (27,0) (0,43) 1-1/4 x 1-1/4 x 1 1.56 1.56 1.69 0.88 0.88 1.00 1.10 86249 32 x 32 x 25 (39,6) (39,6) (42,9) (22,4) (22,4) (25,4) (0,50) 1-1/4 x 1-1/4 x 1-1/2 1.88 1.88 1.81 1.81 1.81 1.06 1.50 86250 32 x 32 x 40 (47,6) (47,6) (46,0) (46,0) (46,0) (27,0) (0,68) 1-1/4 x 1-1/4 x 2 2.13 2.13 2.00 1.44 1.44 1.13 2.00 86251 32 x 32 x 50 (54,1) (54,1) (50,8) (36,6) (36,6) (28,6) (0,91) 1-1/2 x 1 x 1/2 1.44 1.31 1.69 0.69 0.63 1.13 0.97 86252 40 x 25 x 15 (36,6) (33,3) (42,9) (17,5) (15,9) (28,6) (0,44) 1-1/2 x 1 x 3/4 1.50 1.38 1.75 0.75 0.69 1.19 1.14 86253 40 x 25 x 20 (38,1) (35,1) (44,4) (19,0) (17,5) (30,2) (0,52) 1-1/2 x 1 x 1 1.63 1.50 1.81 0.88 0.81 1.13 1.14 86254 40 x 25 x 25 (41,4) (38,1) (46,0) (22,4) (20,6) (28,7) (0,52) 1-1/2 x 1 x 1-1/2 1.94 1.81 1.94 1.19 1.13 1.19 1.52 86256 40 x 25 x 40 (49,3) (46,0) (49,2) (30,2) (28,6) (30,2) (0,69) TABLE E(1 OF 2) FIGURE 815 NOMINAL DIMENSIONS TFP1710 Page 7 of 10 B E } IA U L FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 ANSI A B C D E F Approx. Inches Inches Inches Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) (mm) (mm) (mm) Lbs. Number (kg) 1-1/2 x 1-1/4 x 1/2 1.44 1.31 1.69 0.69 0.63 1.13 1.03 86257 40 x 32 x 15 (36,6) (33,3) (42,9) (17,5) (16,0) (28,7) (0,47) 1-1/2 x 1-1/4 x 3/4 1.50 1.44 1.75 0.75 0.75 1.19 1.10 g6258 40 x 32 x 20 (38,1) (36,6) (44,5) (19,0) (19,0) (30,1) (0,50) 1-1/2 x 1-1/4 x 1 1.63 1.56 1.81 0.88 0.88 1.13 1.31 g6259 40 x 32 x 25 (41,4) (39,7) (46,0) (22,4) (22,4) (28,7) (0,59) 1-1/2 x 1-1/4 x 2 2.19 2.13 2.00 1.44 1.44 1.25 1.94 86260 40 x 32 x 50 (55,6) (54,1) (50,8) (36,6) (36,6) (57,1) (0,88) 1-1/2 x 1-1/2 x 1/2 1.44 1.44 1.69 0.69 0.69 1.13 1.14 g6261 40 x 40 x 15 (36,6) (36,6) (42,9) (17,5) (17,5) (28,7) (0,52) 1-1/2 x 1-1/2 x 3/4 1.50 1.50 1.75 0.75 0.75 1.19 1.23 86262 40 x 40 x 20 (38,1) (38,1) (44,4) (19,0) (19,0) (30,1) (0,56) 1-1/2 x 1-1/2 x 1 1.63 1.63 1.81 0.88 0.88 1.13 1.38 g6263 40 x 40 x 25 (41,2) (41,2) (46,0) (22,4) (22,4) (28,7) (0,62) 1-1/2 x 1-1/2 x 1-1/4 1.81 1.81 1.88 1.06 1.06 1.19 1.50 86264 40 x 40 x 32 (46,0) (46,0) (47,6) (27,0) (27,0) (30,1) (0,68) 1-1/2 x 1-1/2 x 2 2.19 2.19 2.00 1.44 1.44 1.25 2.00 86265 40 x 40 x 50 (55,5) (55,5) (50,8) (36,6) (36,6) (31,7) (0191) 2 x 1 x 2 2.25 2.00 2.25 1.50 1.31 1.50 2.18 g6266 50 x 25 x 50 (57,2) (50,8) (57,2) (38,1) (33,3) (38,1) (0,99) 2 x 1-1/4 x 2 2.25 2.13 2.25 1.50 1.44 1.50 2.31 g6267 50 x 32 x 50 (57,2) (54,1) (57,2) (38,1) (36,6) (38,1) (1,05) 2 x 1-1/2 x 1/2 1.50 1.44 1.88 0.75 0.69 1.31 1.50 g6268 50 x 40 x 15 (38,1) (36,6) (47,8) (19,0) (17,5) (33,3) (0,68) 2 x 1-1/2 x 3/4 1.63 1.50 1.94 0.88 0.75 1.38 1.61 86269 50 x 40 x 20 (41,4) (38,1) (49,3) (22,4) (19,0) (35,0) (0,73) 2 x 1-1/2 x 1 1.75 1.63 2.00 1.00 0.88 1.31 1.65 86270 50 x 40 x 25 (44,5) (41,4) (50,8) (25,4) (22,4) (33,3) (0,75) 2 x 1-1/2 x 1-1/2 2.06 1.94 2.19 1.31 1.19 1.44 2.03 86272 50 x 40 x 40 (52,4) (49,2) (55,5) (33,3) (30,2) (36,6) (0,92) 2 x 1-1/2 x 2 2.25 2.19 2.50 1.50 1.44 1.50 2.37 86273 50 x 40 x 50 (57,1) (55,5) (63,5) (38,1) (36,6) (38,1) (1,07) 2 x 2 x 1/2 1.50 1.50 1.88 0.75 0.75 1.31 1.50 86222 50 x 50 x 15 (38,1) (38,1) (47,8) (19,0) (19,0) (33,3) (0,68) 2 x 2 x 3/4 1.63 1.63 1.94 0.88 0.88 1.38 1.67 86223 50 x 50 x 20 (41,4) (41,4) (49,3) (22,4) (22,4) (35,0) (0,76) 2 x 2 x 1 1.75 1.75 2.00 1.00 1.00 1.31 1.91 86224 50 x 50 x 25 (44,5) (44,5) (50,8) (25,4) (25,4) (33,3) (0,86) 2 x 2 x 1-1/4 1.88 1.88 2.13 1.13 1.13 1.44 2.05 50 x 50 x 32 (47,8) (47,8) (54,1) (28,7) (28,7) (36,6) (0,93) 86225 2 x 2 x 1-1/2 2.00 2.00 2.19 1.25 1.25 1.50 2.11 86226 50 x 50 x 40 (50,8) (50,8) (55,6) (31,8) (31,8) (38,1) (0,96) 2 x 2 x 2-1/2 2.63 2.63 2.38 1.75 1.88 1.44 3.67 86227 50 x 50 x 65 (66,8) (66,8) (60,5) (44,5) (47,8) (36,6) (1,66) 2-1/2 x 2 x 3/4 1.75 1.63 2.31 0.63 0.88 1.75 2.22 g6274 65 x 50 x 20 (44,5) (41,4) (58,7) (15,9) (22,4) (44,5) (1,01) TABLE E(2 OF 2) FIGURE 815 NOMINAL DIMENSIONS TFP1710 Page 8 of 10 rt, I Aj A A 1 � 1 FIGURE 820 FIGURE 830 FIGURE 719 CAP BRASS SEAT UNION PLUG Nominal Pipe Figure 820 Figure 830 Figure 719 Size Approx. Approx. Approx. ANSI A Weight Part A B Weight Part A Weight Part Inches Inches Inches Inches Inches Lbs. Number Lbs. Number Lbs. Number DN (mm) (kg) (mm) (mm) (kg) (mm) (kg) 1/2 0.88 0.15 72776 1.88 0.81 0.47 86207 0.94 0.10 86292 15 (22,4) (0,06) (47,8) (20,6) (0,21) (23,9) (0,04) 3/4 1.00 0.22 72777 2.00 0.94 0.66 86275 1.13 0.18 86293 20 (25,4) (0,10) (50,8) (23,9) (0,30) (28,7) (0,08) 1 1.18 0.33 72824 2.19 0.81 1.08 86276 125 0.28 86294 25 (30,0) (0,15) (55,6) (20,6) (0,49) (31,7) (0,13) 1-1/4 1.31 0.54 72756 2.50 1.06 1.54 86277 1.38 0.50 86295 32 (33,3) (0,24) (63,5) (26,9) (0,70) (35,1) (0,23) 1-1/2 1.38 0.68 72822 2.63 1.19 2.03 86278 1.44 0.70 86296 40 (35,1) (0,31) (66,8) (30,2) (0,92) (36,6) (0,32) 2 1.50 0.96 72823 3.13 1.63 3.15 86279 1.50 0.90 86297 50 (38,1) (0,43) (79,5) (41,4) (1,43) (38,1) (0,41) 2-1/2 1.75 1.80 72825 — — — 65 (44,5) (0,82) — — TABLE F FIGURES 820, 830& 719 NOMINAL DIMENSIONS TFP1710 Page 9 of 10 A FIGURE 825 FIGURE 827 FIGURE 816 EXTENSION PIECE HEX BUSHING REDUCING COUPLING Nominal Pipe Figure 825 Figure 827 Figure 816 Size Extension Piece Hex Bushing Reducing Coupling ANSI A Approx. A Approx. A B Approx. Inches Inches Inches c Weight Part Ihes Weight Part Inches Inches Weight Part Lbs. Number Lbs. Number Lbs. Number DN (mm) (kg) (mm) (kg) (mm) (mm) (kg) 1/2 x 1/2 1.50 0.20 72751 15 x 15 (38,1) (0,09) — — — — — 1/2 x 1/2 2.00 0.27 72980 15 x 15 (50,8) (0,12) — - - - - - - 3/4 x 3/4 1.50 0.22 72981 20 x 20 (38,1) (0110) 7- - - - -" - - 3/4 x 3/4 2.00 0.31 73982 20 x 20 (50,8) (0,14) — — — — — — 3/4 x 1/2 1.75 0.69 0.38 20 x 15 — — — — — — (43,2) (17,5) (0,17) 86772 1 x 1/2 1.06 0.22 1.69 0.50 0.38 25 x 15 — _ — (26,9) (010) 72726 (42,9) (12,7) (0,17) 86228 1 x 3/4 1.06 0.18 1.75 0.50 0.53 25 x 20 — — — (26,9) (0108) 72762 (43,2) (12,7) (0,24) 86229 1-1/4 x 1 _ _ _ 1.19 0.31 32 x 25 (30,2) (0114) 72763 — — — — 1-1/2 x 1 _ 1.25 0.53 40 x 25 — (31,7) (0,24) - 1-1/2 x 1-1/4 1.25 0.35 40 x 32 (31,7) (0,10) 72764 — 2 x 1 1.38 0.75 50 x 25 — (35,1) (0,34) 72759 — — — — 2 x 1-1/4 _ _ _ 1.38 0.69 50 x 32 (35,1) (0,31) 72761 — — — 2 x 1-1/2 _ 1.38 0.62 50 x 40 (35,1) (0,28) 72775 — — — — TABLE G FIGURE 825,827&816 NOMINAL DIMENSIONS TFP1710 Page 10 of 10 -8--�-c- [1-8--"-I r D D P FIGURE 832 CALIFORNIA TEES Nominal Pipe figure 832 Size ANSI A B C D A R Inches Inches Inches Inches Inches eigghtht Part DN (mm) (mm) (mm) (mm) Lbs Number (kg) 1 x 1/2 x 1 1.50 0.88 0.75 3.00 0.95 42000 25 x 15 x 25 (38,1) (22,4) (19,1) (76,2) (0,43) 1 x 1 x 1 1.50 0.75 0.75 3.00 0.95 42001 25 x 25 x 25 (38,1) (19,1) (19,1) (76,2) (0,43) TABLE H FIGURE 832 NOMINAL DIMENSIONS q B A B FIGURE 831 STREET ELBOWS Nominal Pipe Figure 831 Size ANSI A B C Approx. Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) Lbs Number (kg) 1 x 1/2 1.50 0.75 3.00 0.70 42003 25 x 15 (38,1) (19,1) (76,2) (0,32) 1 x 1 1.50 0.75 3.00 0.90 42002 25 x 25 (38,11 (19,1) (76,2) (0,40) TABLE J FIGURE 831 NOMINAL DIMENSIONS GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 Copyright©2016 Tyco Fire Products,LP. All rights reserved. 'tgpq TEFLON is trademark of The DuPont Corporation fire Protection Products r ' QUICK RESPONSE GL2ALV AUTOMATIC SPRINKLERS "�" GL SERIES FIRE SPRINKLER CORPORATION UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a "I'll \V low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable stan- QUICK RESPONSE dards. It offers the additional feature of greatly increased safe- UPRIGHT CONVENTIONAL ty to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuat- ing assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is ab- sorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distrib- QUICK RESPONSE uted in an approved pattern depending upon the deflector style PENDENT VERTICAL used. SIDEWALL TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), r 175°F (79°C), 200°F (93°C), 286°F (141°C) �, Water Working Pressure Rating - 175 psi (12 Bars) a; Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is-67°F (-55°C) QUICK RESPONSE Frame - bronze Deflector- brass Screw- brass HORIZONTAL LPC/CE Lodgement Wire - stainless steel Bulb seat- copper SIDEWALL HORIZONTAL Spring - nickel alloy Seal -teflon SIDEWALL Bulb - glass with alcohol based solution, 3mm size *SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE SPRINKLER N.F.P.A.MAXIMUM CLASSIFICATION TEMPERATURES BULB COLOR CEILING TEMPERATURE ORDINARY 135"F/155°F 57"C/68'C ORANGE/RED 100"F 38"C INTERMEDIATE 175"F/200"F 79"C/934C YELLOW/GREEN 150"F 661C HIGH 286'F 141"C BLUE 225T 107°C APR 2017 GFS-100a(Formerly A-20) Q UI RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) SPECIFICATIONS _ NOMINAL"K"FACTOR THREAD SIZE i LENGTH' I FINISHES 2.8 (40 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) 4.2 (60 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Factory Bronze 5.6 (80 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Chrome White Polyester3 8.0 (115 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Black Polyester23 8.0 (115 metric) 3/4"NPT (20mm) 2 7/16" (6.2cm) NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16". 2FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED COROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS SIN K TEMPERATURE i ' . cULus FM LPC CE NYC-DOB STYLE MODEL FACTOR HAZARD 135°F 1S5 F 175 F 200°F 286°F MEA 101-92-E (57°C) (68-C) (79"C) (93-C) (141-C) GL?815 2.8 LH X X X X X X -- -- — X GL4215 4.2 LH X X X X X X — -- — X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 8.0" LH/OH X X X X X X -- --- - X GL8118 8.0 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X — -- — X GL4201 4.2 LH X X X X X X — -- -- X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 8.0' LH/OH X X X X X X -- -- — X GL8106 8.0 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X -- - - SIDEWALLt GL8133 8.0 LH X X X X X X -- - - - GL2826§ 2.8 LH X X X X X X --- -- — X HORIZONTAL GL4226§ 4.2 LH X X X X X X — -- — X SIDEWALL GL5626§ 5.6 LH/OH X X X X X X X -- — X GL5627r, 5.6 LH/OH X X X X X -- — X X — GL8127§ 8.0 LH/OH X X X X X X - -- - CONVENTIONAL GL5624 5.6 LH/OH X X X X X --- X X — (OLD STYLE) GL8125 8.0 LH/OH X X X X X -- — X X --- 'SPRINKLERS SHALL BE LIMITED AS PER THL REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6"BELOW THE CEILING. °INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN.SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING. OH:ORDINARY HAZARD LH:LIGHT HAZARD "112"NPT ORDERING INFORMATION GLOBE® PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured Quantity Model Number Style Orifice products found to be defective in material or workmanship for a Thread Size Temperature Finishes desired period of one year from date of shipment. Quantity-Wrenches-P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions of Sale(Our Price List). 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 FAX 989-846-9231 GL bBE 1-800-248-0278 www.globesprinkler.com FIRE SPRINKLER CORPORATIO' APR 2017 PRINTED U.S.A. GFS-100a(Formerly A-20) PIPE DINGS (:)Avg Fig. 69 Adjustable Swivel Ring, 'Dapped Per NFPA Standards Size Range:'/2"through 8" qW Material:Carbon steel Finish:Strap is Pre-Galvanized Zinc Material. Nut is Zinc Plated. Service:Recommended for suspension of non-insulated stationary pipe line. Maximum Temperature:450'F Approvals:Complies with Federal Specification A-A-1192A(Type 10), WW-H-171-E(Type 70), and ANSI/MSS SP-58(Type 10).UL Listed and FM Approved(Sizes s/4"-8"). Features: • '/2"-2"sizes designed for use with steel and CPVC piping and manufactured with FBC System Compatible oil. • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the through 6"sizes.The capture is permanent in the bottom portion of the band,allowing the hanger to be opened during installation if desired,but not allowing the nut to fall completely out. '/i'through 2"Size Ordering:Specify size,figure number and name. Non-captured nut also available upon request. �A Rounded Edge Design �JA�- �A� (7F - U� � rh1usTFD APPROVED F B F Biq + +fiG G 1/2"through V pipe 1'/4'through 2"pipe 21/2"through 8"pipe FIG. 69: LOADS (LBS) • WEIGHT (LBS) p DIMENSIONS (IN) , Pipe Size Max Load Weight Rod SizeB C F Width 1/2 0.10 21/s 2 1'/16 3/4 0.10 2% 17/6 1 5/16 ` h 1 300 0.10 29/6 111/16 1 5/8 " 11/4 0.10 25/a 13A 1/8 y 11/2 0.10 % 2% 11/8 2 0.11 31/4 2% 11/s 21/2 525 0.20 4 23/4 15/16 3 0.20 313/16 21Y116 13/6 4 650 0.30 411/8 313/1s 5 0.54 55/16 43/s 19/6 3/4 2'/z"through 8"Size 6 1,000 0.65 1/2 1 611/6 59/is 21/4 8 1.00 89/16 79/s 31/4 PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-3.17 ti SWAY• BRACE - SEISMIC Fig. 775 Lateral /Longitudinal Brace Clamp Size Range:Service Pipe:2'/2'through 8"Sch.10 and Sch.40 IPS Service Pipe:2'/2'through 6"Flow Pipe OPA-2804-10 Brace Pipe:1"or 1'/4"Sch.40 IPS Material:Carbon steel clamp,ductile iron brace connector �J.A c 4L us Fnn Finish: Plain or Zinc Plated LISTED APPROVED, �, Service:Used to rigidly brace piping systems subjected to sway and seismic d disturbances.Pipe clamp component of Anvil's 700 series sway brace assembly. Can be utilized as either a lateral brace clamp or a longitudinal brace clamp. Approvals:UL and ULC Listed(UL 203A:2009),and FM Approved(FM 1950:2010). 1 Complies with seismic bracing requirements of NFPA-13.Office of Statewide Health Planning and Development(OSHPD)State of California approved. Features: • No threading of bracing pipe • Functions as a lateral or longitudinal brace clamp Installation Instructions: 1. Installation of the pipe must be at a minimum 6"away from a pipe joint. 2. Position pipe clamp at desired location and loosely tighten the clamp hex bolts.Ensure that the spacer and brace pipe connector are positioned between the pipe clamp ears. 3. Place the Schedule 40 brace pipe into the brace pipe connector until it bottoms out. 4. Tighten shear bolt until the head shears off.Then position the brace pipe to the appropriate angle.The use of an impact wrench is not recommended. 5. Tighten the pipe clamp hex bolts equally and alternately until metal-to-metal contact is achieved with the following torque values.Clamp Bolt Minimum Torque Values:2'/2'thru S'Dia.Clamps(80 Ft-Lbs),4"&5"Dia.Clamps(100 Ft-Lbs), 6"Dia.Clamp(120 Ft-Lbs),8"Dia.Clamp(140 Ft-Lbs), 6. Note:For 6"and 8"service pipe,a thread lubricant such as Gruvlok®Xtreme Lubricant should be used to ease assembly of pipe clamp hex bolts and nuts. Ordering:Specify service pipe diameter x brace pipe diameter,figure number,name and finish. •-1"or 11/4" Sch.40 Brace Pipe 1"or 11/4"Sch.40 Brace Pipe-� <` Shear Bolt Spacer Locations u Lateral Brace Orientation Longitudinal Brace Orientation (Brace Pipe Perpendicular to Service Pipe Axis) (Brace Pipe Parallel to Service Pipe Axis) PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.15 SWAY BRACE - SEISMIC `'�'' ^^�� Fig, 775 Lateral /Longitudinal Brace Clamp (cont.) J B Shear Bolt w YK L FIG. 775: WEIGHT (LBS) • DIMENSIONS (IN) FIG. 775 FM MAX LOAD: J Y Weight LOADS(LBS)•DIMENSIONS(IN)•ANGLES(DEGREES) Service FM Max Load** Pipe B L Brace Pipe Brace Pipe Brace Pipe Service Pipe Size Brace Size 1"&1t/4' 1" 11/4 (V or 11/4'Brace Pipe) Angle*** Sch.10 Flow Pipe Sch.40 2% 23/8 6 2.19 2.54 30-44 1300 1500 3 23/4 63/4 L36 2.71 2'/2 45-59 2100 2200 4 31/2 81/2 Z62 2.97 60-74 2300 1600 5 4 91/2 2.85 2.98 1.38 3.74 4.09 75-90 2600 1800 6 CA 11 /2 6.32 1 6.67 30-44 1300 1500 8 6 133/4 7.42 1 7.77 3 45-59 2100 2200 60-74 2300 1600 75-90 2600 1800 FIG. 775 UL MAX LOAD: 30-44 1200 1500 LOADS (LBS) • DIMENSIONS (IN) 4 45-59 1800 100060-74 1600 900 75-90 1800 1000 Service Pipe Size UL Max Load* 30-44 1300 1500 (1"or 11/4"Brace Pipe) Sch.10/Sch.40 45-59 2100 2200 21/2 5 60-74 2300 1600 3 1000 75-90 2600 1800 4 30-44 1500 1500 5 1600 6 45-59 2100 2200 6 60-74 2500 900 8 2015 75-90 2800 1000 30-44 1500 — 8 45-59 2200 Notes: 60-74 2700 1. For fire protection installations-sway braces are intended to be installed in 75-90 3100 — accordance with NFPA-13 and Anvil's installations instructions and local codes. •See FM Approval guide for approved flow pipe. 2.The required type,number and size of fasteners used for the structural '"The allowable FM approved capacity of brace subassemblies have been determined attachment fitting shall be in accordance with NFPA-13. by resolving the load rating to the horizontal direction and dividing by a safety factor of 1.5 to allow the values to be used directly for Allowable Stress Design. 3.To assure proper performance,installer is responsible for: For Load Resistance Factor Design(LRFD)capacities,the above values will need to a.Structural integrity of attachment member to safely handle load be multiplied by 1.5. requirements. ""*Brace Pipe Angles are determined from vertical. b.Securely tightening the component on the brace pipe. 4. Anvil International®brand bracing components are designed to be compat- Disclaimer:Anvil International("Anvil")does not provide any warranties and ible ONLY with other Anvil International®brand bracing components, specifically disclaims any liability whatsoever with respect to Anvil bracing resulting in a Listed seismic bracing assembly. products and components that are used in combination with products,parts or 5. Updated UL listing information may be viewed at www.ul.com and FM systems not manufactured or sold by Anvil.In no event shall Anvil be liable for approvals may be viewed at www.fmg[obal.com. any incidental,direct,consequential,special or indirect damages or lost profits where non-Anvil bracing components have been,or are used. For more detailed information on Anvil's Seismic Sway Brace for Fire Sprinkler Systems,see the OSHPD Manual in the Catalog Section of the Anvil Website,www.anvilinti.com/literature/catalogs.aspx Seis Brace®Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com PH-9.16 SWAY' BRACE - SEISMIC Fig. 771 Sway Brace Swivel Attachment Size Range:Brace Pipe:I"or V/4"Sch.40 IPS Service Line:1"through 8" OPA-2804-10 c@us <Fm > Material:Ductile iron,shear head bolts and hex head mounting bolt uSTEO APPROVED Finish: Plain or❑Zinc Plated Service:Used to rigidly brace piping systems subjected to sway and seismic disturbances. Brace pipe fitting component of Anvil's 700 series sway brace assembly.Functions as a sway brace attachment that is directly attached to Fig.772 Adjustable Beam Attachment, Fig.778 Bar Joist Attachment and Fig.779 Multi-Connector Adapter.Can be utilized as a brace fitting for either a lateral brace or a longitudinal brace,that can be mounted on horizontal or vertical structures. Approvals:UL and ULC Listed(UL 203A:2009),and FM Approved(FM 1950:2010).Complies with seismic bracing requirements of NFPA-13.Office of Statewide Health Planning and Development(OSHPD)State of California approved. Features: • Requires no threading of bracing pipe • Sway brace fitting designed for concentric loadings of seismic connections and fasteners. Installation Instructions: 1. Mount Figure 771 Sway Brace Fitting to structure using suitable fasteners as defined by NFPA-13. 2. Place the Schedule 40 brace pipe into the brace pipe connector until it bottoms out. 3. Tighten shear bolt until the head shears off.The use of an impact wrench is not recommended. 4. Then position the brace pipe to the appropriate angle. 5. Ensure that the brace fitting hex bolt is tightened to a minimum torque value of 40 Ft-Lbs. Ordering:Specify brace pipe diameter,figure number,name and finish. Fig.778 Fig.771 Sway Brace Swivel Attachment Fig.771 Sway Brace Swivel Attachment 1"or 11/4°Sch.40 Brace Pipe 1"or 11/4"Sch.40 Brace Pipe Fig.770 Q Brace Clamp Fig.776 • t, Brace Clamp Typical Assembly Typical Assembly (Bar Joist) PROJECT1 ' + 1 APPROVAL ST Project: ❑Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-8.16 SWAY BRACE - SEISMIC (_W)A1W1.L Fig. 771 Sway Brace Swivel Fitting (cont.) Y Socket Depth v �a "A" Mounting Dolt Dia. H Q v L FIG.771:WEIGHT(LBS)• DIMENSIONS(IN) Brace Pipe Diameter Bolt Diameter H L W Y Weight Sch.40 A 1 1/2 2.85 1.65 1.69 1.38 1.95 11/4 2.98 2.28 FIG. 771 FM MAX LOADS: FIG. 771 UL MAX LOADS: LOADS(LBS)•DIMENSIONS(IN)•ANGLES(DEGREES) LOADS (LBS) • DIMENSIONS (IN) Brace Pipe Diameter Brace Angle* FM Max Load Brace Pipe Diameter UL Sch. 40 Sch. 40 Max Load 30'-44" 1800 1 and 11/4 2765 1 and 1 1/a 45'-59' 2500 60'-74° 3100 Disclaimer:Anvil International("Anvil")does not provide any warranties and 75°-90' 3400 specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products,parts or Brace Pipe Angles are determined from vertical. systems not manufactured or sold by Anvil.In no event shall Anvil be liable for The allowable FM approved capacity of brace subassemblies have been determined any incidental,direct,consequential,special or indirect damages or lost profits by resolving the load rating to the horizontal direction and dividing by a safety factor of where non-Anvil bracing components have been,or are used. 1.5 to allow the values to be used directly for Allowable Stress Design. For Load Resistance Factor Design(LRFD)capacities,the above values will need to be multiplied by 1.5. Notes: 1. For fire protection installations-sway braces are intended to be installed in accordance with NFPA-13 and Anvil's installations instructions and local codes. 2.The required type,number and size of fasteners used for the structural attachment fitting shall be in accordance with NFPA-13. 3.To assure proper performance,installer is responsible for: a.Structural integrity of attachment member to safely handle load requirements. b.Securely tightening the component on the brace pipe. 4.Anvil International®brand bracing components are designed to be compatible ONLY with other Anvil International®brand bracing components,resulting in a Listed seismic bracing assembly. 5. Updated UL listing information may be viewed at www.ul.com and FM approvals may be viewed at www.fmg[obal.com. For more detailed information on Anvil's Seismic Sway Brace for Fire Sprinkler Systems,see the OSHPD Manual in the Catalog Section of the Anvil Website,www.anviIintl.com/literature/catalogs.aspx Seis Brace®Seismic Fire Protection Design Tool may be accessed at www.selsbrace.com PH-9.16 SWAY' BRACE — SEISMIC (-W W Fig, 770 Q Brace Clamp Size Range:Service Pipe:1"through 6"Sch.10 and Sch.40 IPS UL and FM Approved Service Pipe:1"through 6'Flow Pipe FM Approved Brace Pipe:1"or 1'/4"Sch.40 IPS ` Material:Carbon steel Finish:Brace Rod:Plain,Channel Bracket:Zinc Plated Service:Used to rigidly brace piping systems subjected to sway and seismic disturbances. Pipe clamp component of Anvil's 700 series sway brace assembly.Primarily a lateral brace clamp and applicable as a riser/four way brace. Approvals:UL and ULC Listed(UL 203A:2009),and FM Approved(FM 1950:2010). a Complies with seismic bracing requirements of NFPA-13.Office of Statewide Health Planning and Development(OSHPD)State of California approved. r� Features: OPA-2804-10 �! Used to brace schedules 10 IPS,40 IPS(UL and FM),and Sch.7 IPS flow pipe(FM). • Field adjustable design requires no threading of bracing pipe c@us Fm • Can be used as a component of a four-way brace support uisho APPROVED • Functions as a lateral brace application Installation Instructions: 1. Minimum brace pipe extension 2"beyond channel bracket or brace clamp rod end.Note:6"sizes are supplied with retaining plate that assembles between sprinkler system pipe and brace pipe.Not required for FM applications. 2. The brace clamp channel bracket can be installed inside or outside the service pipe at the end of the brace pipe. 3. The Q brace clamp must be a minimum of 6"away from a pipe joint in order to not weaken the pipe joint. 4. Riser/4-way brace-The Q brace clamps must be installed within 6'of each other. 5. Adjust brace angle as necessary. 6. Tighten hex nuts until spring indicating clip is completely flattened and the required torque of 14 Ft-Lbs is achieved.For sizes 2"-S°4'x 1;5"x 1,and 6"continue tightening to a torque of 16 Ft-Lbs. Ordering:Specify service pipe diameter,brace pipe diameter,figure number,name and finish. Fig.771 Sway Brace Swivel Attachment Notes: � 1. For fire protection installations-sway braces are intended to be installed in v accordance with NFPA-13 and Anvil's installations instructions and local codes. _ 2.The required type,number and size of fasteners used for the structural attachment fitting shall be in accordance with NFPA-13. 1°or 3.To assure proper performance,installer is responsible for: Sch.40 Bra Pipe a.Structural integrity of attachment member to safely handle load requirements. Rod End b.Securely tightening the component on the brace pipe. 4.Anvil Intemational®brand bracing components are designed to be compatible Fig.770 ONLY with other Anvil International*brand bracing components,resulting in Channel Bracket Q Brace Clamp a Listed seismic bracing assembly. (shown outside service pipe) 5. Updated UL listing information may be viewed at www.ul.com and FM Indicator Clip approvals may be viewed at www.fmg[obal.com 2"Min. Typical Assembly (Brace Pipe Below Service Pipe) PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-9.16 SWAY BRACE - SEISMIC ^! ! Fig. 770 Q Brace Clamp (cont.) FIG. 770 FM MAX LOAD: LOADS(LBS)• DIMENSIONS(IN)•ANGLES(DEGREES) o ® Service Pipe Size Brace FM Max Load**(Horizontal) 0"or 11/4"Brace Pipe) Angle*** Sch.10 Flow Pipe _ Sch.40 30-44 1110 250 1 45-59 1500 360 60-74 1900 440 75-90 2100 500 30-44 570 250 11/4 45-59 810 360 60-74 1000 440 Plain View 75-90 1100 500 30-44 570 250 11/2 45-59 810 360 60-74 1000 440 75-90 1100 500 30-44 510 250 2 45-59 610 360 60-74 1000 440 75-90 1100 500 30-44 570 250 Li 21/2 45-59 810 360 Max. 6" 60-74 1000 440 75-90 1100 500 0 30-44 570 250 3 45-59 810 360 60-74 1000 440 75-90 1100 500 30-44 760 410 45-59 1070 590 Elevated View 4 60-74 1320 720 75-90 1470 800 Riser/4-Way Brace Assembly 30-44 760 410 5 45-59 1070 590 60-74 1320 720 75-90 1470 800 FIG. 770 UL MAX LOAD: 30-44 770 450 LOADS(LBS)•WEIGHT(LBS)•DIMENSIONS(IN) 6 45-59 10 60-74 1340 0 780 UL Weight 75-90 1490 870 Service Max Load *See FM Approval guide for approved flow pipe. Pipe Size Sch.10 T. 11/4" **The allowable FM approved capacity of brace subassemblies have been determined Sch.40 Brace Pipe Brace Pipe by resolving the load rating to the horizontal direction and dividing by a safety factor 1 A B 82 87 of 1.5 to allow the values to be used directly for Allowable Stress Design. For Load Resistance Factor Design(LRFD)capacities,the above values will need 11/4 B .86 .90 to be multiplied by 1.5. 11/2 B► .90 .95 ***Brace Pipe Angles are determined from vertical. 2 Bl 1000 .96 1.00 2'/2 1.02 1.06 FIG. 770:TORQUE VALUE (FT-LBS) 3 1.09 1.13 4 1 1.23 1.26 Service Pipe Size Torque Value 5 1.32 Not Listed 6 1600 1 49 1.53 1 thru 1'h 4 x 1'/4.5 x 1'/a 14 A-Schedule 40 only. 2 thru 3,4 x 1.5 x 1.6 16 B-UL Listed as a restraint and sway brace. For more detailed information on Anvil's Seismic Sway Brace for Fire Sprinkler Systems,see the OSHPD Manual in the Catalog Section of the Anvil Website,www.anvilintl.com/literature/catalogs.aspx Seis Brace®Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com Disclaimer:Anvil International("Anvil")does not provide any warranties and specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products,parts or systems not manufactured or sold by Anvil.In no event shall Anvil be liable for any incidental, direct,consequential,special or indirect damages or lost profits where non-Anvil bracing components have been,or are used. PH-9.16 BEAM'CLAMPS W Fig. 86: C-Clamp with Set Screw and Lock Nut C-Clamp Size Range:3/8"through 3/4" Material:Malleable iron clamp;hardened steel cup point set screw. Finish:❑Plain or Zinc Plated(Hot-Dip Galvanized optional) Service:Recommended for attachment to"W"and"M"beams where thickness of flange Z does not exceed 0.75"When clamp is used with Fig.89 retaining clip,flange thickness may not exceed 0.62" Approvals:Complies with Federal Specification A-A-1192A(Type 23), WW-H-171-E(Type 23), ANSI/MSS SP-69 and MSS SP-58(Type 23).UL,ULC Listed(Sizes 3/8';'/2"and 3/4")and FM Approved(Sizes 3/8"). 1 Installation:Follow recommended set screw torque values per MSS-SP-69.The Fig.88 is only to be used on installations where the clamp cannot become dislodged from the beam. Features: • Malleable body assures: 1) Uniform quality and strength. 2) Full thread engagement. • Hardened steel cup point set screw for securing to beam flange. • Ribbed design of clamp provides added strength. Ordering:Specify rod size,figure number,name,length of retaining clip,if desired. �� FM (Add 2"to flange width of beam to arrive at proper length of retaining clip.) LISTED APPROVED If required length is not standard,order next longer standard. H E 3* FIG.86:LOADS(LBS)•WEIGHT(LBS)•DIMENSIONS(IN)•TORQUE(IN-LBS) Z C Rod Size Torque Max i 3/4• A Value Load■ C E H Weight 3/e 60 0.28 # I 1 400 13/4 % 1% /2 60 0.31 Fig.89X 1/8 60 440 3 0.42 � % 60 500 2 /4 1/z 0.55 -—A ■Maximum temperature of 450°F. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: E]Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.15 ES-F-LF850L SPECIFICATION SHEETFEBCD U LEAD FREE* MasterSerieO) LF850 Double Check Valve Backflow ; � ► � Prevention Assemblies Size:2'/2" - 10" The FEBCO MasterSeries LF850 Double Check Assembly is specifically designed to protect against possible backpressure and backsiphonage condi- tions for non-health hazard(i.e.,pollutant)application in accordance with Local Governing Water Utility Code.This Backflow Assembly is primarily used Model LF850 Double Check Assembly on potable drinking water systems where Local Governing Code mandates protection from non-potable quality water being pumped or siphoned back into the potable water system. The LF850 features Lead Free'construction to comply with low lead instal- Specifications lation requirements.The Lead Free'Double Check Assemblies shall comply The FEBCO MasterSeries LF850 Double Check Valve Assembly shall be with state codes and standards,where applicable,requiring reduced lead installed on the potable water supply and at each point of cross-connection content. to protect against possible backpressure and backsiphonage conditions for non-health hazard(i.e.,pollutant)applications.The assembly shall consist of Features a main line valve body composed of two(2)independently acting approved • Inline Serviceable Assembly clapper style check modules with replaceable seats and disc rubbers. Servicing of both check modules does not require any special tools and • No Special Tools Required for Servicing are accessed through independently top entry covers.This assembly shall • Captured Modular Spring Assembly be fitted with AWWA Compliant inlettoutlet resilient seated shutoff valves; • Reversible&Replaceable Discs when used on a Fire-Sprinkler application,the assembly shall be fitted with approved UUFM inlet/outlet resilient seated shutoff valves and contain • Field Replaceable Seats four(4)properly located resilient seated test cocks as specified by AWWA • Ductile Iron Valve Body Design Standard C510.Flow and pressure loss performance parameters shall meet • Stainless Steel Check Components the requirements of AWWA Standard C510. • Winterization feature with disc retainers and valve body drain ports • Clapper Check Assembly • Commonality between 1 st&2nd Check Components • Captured 0-ring Design I The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer.You are required to thoroughly read all installation instruc- tions and product safety information before beginning the installation of this product. Inquire with governing authorities for local installation requirements 'The wetted surface of this product contacted by consumable water contains less than 0.25%of lead by weight. Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative FEBCO product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- ments,please contact FEBCO.FEBCO 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 FEBCO products previously or subsequently sold. Options - Suffix Approvals—Standards OSY: UUFM Approved OS&Y Gate Valves • Approved by the Foundation for Cross-Connection Control and Hydraulic (ANSI/AWWA C515 Compliant) Research at The University of Southern California(FCCCHR-USC) NRS: Non-Rising Slem Gate Valves • ASSE 1015 Listed (ANSI/AWWA C509 Compliant) • `"UL Classified(US&Canada) LG: Less Shut-off valves;This is NOT an APPROVED ASSEMBLY o ""FM Approved Example Ordering Descriptions: • IAPMO 4"LF850-OSY-Valve Assembly fitted with OS&Y Shutoff Valves • CSA Listed 4"LF850-NRS-Valve Assembly fitted with NRS Shutoff Valves • AWWA Standard C510 Compliant AssemblyFlow Orientation: • End Connections:Compliant to ASME B16.1 Class 125&AWWA Class D Flange Horizontal&Vertical Up(2'/2"—10")-Approved by FCCCHR-USC,ASSE, "Assembly configured with UUFM Approved OS&Y RW Gate Valves.Less cULus,FM,IAPMO,and CSA gate valve assemblies are not UUFM approved configurations. pSstfjF, w OM CIP P � FMHSF A55B °Oo C U Approved 1015 664,5 � w<•, Materials Pressure—Temperature Below is a general materials list of the Model LF850.All assemblies size 2Y2" Max.Working Pressure: 175psi(12.1 bar) through 10"is similar in materials and construction.Please contact your Min.Working Pressure: 10psi(0.7 bar) local FEBCO Representative if you require further information. Hydrostatic Test Pressure: 350psi(24.1 bar) Main Valve Body: Ductile iron Grade 65-45-12 Hydrostatic Safety Pressure: 700psi(48.3 bar) Coating: Fusion epoxy coated internal and external Temperature Range: 33°F-140°F(0.5°C-60°C)Continuous AWWA C550 Shutoff Valves: NRS resilient wedge gate valves AWWA C509(Standard) OSY resilient wedge gate valves AWWA C515(UUFM) Check Seats: Stainless Steel Disc Holder: Stainless Steel Elastomer Disc: Silicone Spring: Stainless Steel Clamp: AWWA C606(10" Only) Test Cock#4 r � Test Cock#3 i Second Spring ' First Spring- Assembly Assembly Second Check Shutoff Valve#1� First Check Assembly �Shutofl Valve#2 Assembly ° Eli Test Cock#1 Test Cock#2 f)imensions &Weights Below are the nominal dimensions and physical weights for the Model LF850 size 2'/2"through 10".Allowances must be made for normal manufactur- ing tolerances.Please visit our website to download a copy of this product's installation instructions,or contact your local FEBCO Representative for more information. r , r � Q d E C 0 7QPJ E I— B A F G Ll O p LF850 SIZE DIMENSIONS WEIGHT"" A B C D** E*** F G NRS OSY in. in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kg. lbs. I kg. 21/2 403/a 1035 251/2 648 10 254 125/a 321 16% 416 41/2 114 71/8 181 226 103 230 104 3 41'/a 1064 251/8 651 10 254 127/a 327 22Ya 565 41/2 114 7% 187 252 114 256 116 4 461/a 1175 28 711 101/a 257 14% 365 23Ya 591 51/2 140 8% 206 311 141 323 147 6 56 1422 343/4 883 123/a 324 18'/a 479 30Ya 765 61/2 165 97/a 251 478 217 498 226 8 65 1651 413/4 1061 15% 397 231/2 597 373/4 959 7 178 11'/a 283 781 354 809 367 10 725/a 1845 463/a 1 1178 15% 397 27'/2 1 699 48 1219 9 229 12% 314 1179 535 1217 552 **Indicates nominal dimensions with NRS Gate Valves '**Indicates nominal dimensions with OSY Gate Valves(Full Open Position) ****Indicates weight of complete Backflow Assemblies with specified Gate Valves Performance Flow capacity chart identifies valve performance based upon rated water Velocity up to 20fps • Maximum service flow rate is determined by maximum rated Velocity of 7.5fps. • AWWA Manual M-22(Appendix C)recommends that the maximum water Velocity in the services be not more than 1 Ofps. • UL flow rate is determined by typically rated Velocity of 15 feet/sec. Capacity 21h"LF850 6" LF850 Psi Service Flow Rated Flow "UL Rated Flow Psi Service Flow Rated Flow "UL Rated Flow 22 18 20 16 18 14 16 12 14 12 c o 10 c 10 rn:r 8 42 8 rLLL 6 6 — 4 — 4 2 2 0 0 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350gpm 0 200 400 600 800 1000 1200 1400 1600gpm 284 568 852 1136 Ipm 757 2271 3785 5300 Ipm 7.5 14.7 22.0 fps 7.5 11A 17.0 fps 311 LF850 8" LF850 psi Service Flow Rated Flow "UL Rated Flow psi Service Flow Rated Flow "UL Rated Flow 22 18 20 18 18 14 16 12- 14 0 0 12 c o 10 us $ dLL e d � t3 6 4 4 2 2 0 0 0 50 toll 150 200 250 300 350 400 450 Boll gpm 0 400 800 1200 1600 2000 2400 gpm 379 757 1136 1514 Ipm 1514 3028 4543 6057 7571 9085 Ipm 7.5 14.5 22.0 fps 7.5 10.5 15.3 fps 4" LF850 10" LF850 Psi Service Flow Rated Flow "UL Rated Flow Psi Service Flow Rated Flow 'UL Rated Flaw 1g 18 18 16 14 14 zff 12 a c 12 o 3 10 e J 10. .¢co g — �LL B 4 4 — — Y 2 g — 0 — 0 100 200 300 400 500 600 700 owlipm 0 600 1200 1800 2400 30M 3600 gpm 379 1136 1893 2650 Ipm 2271 4543 6814 9085 11356 13627 Ipm 7.5 12.8 19.1 fps 7.5 9.4 14.1 fps FEBCO m�jNa A Watts Water Technologies Company USA: Tel:(800)767-1234•Fax:(800)788-4491 •FEBCOonline.com Canada: Tel:(905)332-4090•Fax:(905)332-7068•FEBCOonline.ca Latin America: (52)81-1001-8600•Fax:(52)81-8000-7091 • FEBCOonline.com ES-F-LF850L 1515 ©2015 FEBCO Sprinkler and Riser Northern Grow LLC 19320 63rd Ave NE Arlington WA 98223 Fire Sprinkler and Riser Review Notes System Coverage and Area#1, #2 and #3 Calculations Approved 1. Approved set of plans must be on site at the time of inspection. Failure to provide the approved set may result in a re-inspection fee. 2. All sprinkler piping and piping size approved. 3. All hangers and bracing approved and to be installed in accordance to NFPA 13. 4. FDC location needs to be with the approval of the local authority. 5. Jurisdiction may require permits for the following: A) Underground permit and inspection for supply line to double check valve. B) Fire alarm for monitoring of sprinkler system. 6. Certificate of completion to be supplied to the Fire Official. FIRE RECOMMENDATIONS: Considerations for testing and acceptance: 1. Testing should comply with NFPA 13 standards. Above ground piping hydrostatically tested at a minimum of 200 PSI for two hours. 2. Insure Fire hydrant location(s) for project, location to FDC and utility water supply. 3. Insure key box has been supplied for facility. Consider fire alarm system location and contact information for first responders. 4. Insure all signage is installed before system is readied for service. Fire Official BHC Consultants 08/16/2017 i lo o or • X y ' - • ; � i. r-r'' • •� low of r to 46 i •� _ __ • ..L _r' ,*K _ 4W 01&4*' 10 �a4�lpr V ' ';--- - „�. ;• .+- , - .. — KKK++--- __- y - Or _jr law \ _.r .i ol sow p do �a. ., a14 � _ ♦ • �y� �, �s• - �, L air ► ��/• s ! �••�-tom -to 4. .r l ► - ol MUD . r A. *#� 1-` ', �► ^ _ all i 4" _ .� Ott . . 104 �� } Via . .. - ♦. �r�.Li _ _ y J ._r' � _ .•1-� ,M �. .. � 04 R+ . _ I Fire Protection by Computer Design STATEWIDE FIRE PROTECTION Job Name NORTHERN GROW LLC. CALC AREA#1 .2/1500 Building FP-2 Location 19320 63RD AVE. NE System 1 Contract Data File NORTHERN GROW AREA 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 STATEWIDE FIRE PROTECTION Page 1 NORTHERN GROW LLC. CALC AREA#1 .2/1500 Date 7-3-17 HYDRAULIC CALCULATIONS for Project name: NORTHERN GROW LLC. CALC AREA#1 .2/1500 Location: 19320 63RD AVE. NE Drawing no: FP-2 Date: 7-3-17 Design Remote area number: 1 Remote area location: ROOF SYSTEM NW Occupancy classification: ORD GROUP 2 Density: .2-Gpm/SgFt Area of application: 1500-SgFt Coverage per sprinkler. 113.330-SgFt Type of sprinklers calculated: UPRIGHT K=5.6 No. of sprinklers calculated. 14 In-rack demand. -GPM Hose streams: 0-GPM Total water required(including hose streams): 573.321 -GPM @ 46.8872-Psi Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: Location: Source: Name of contractor: STATEWIDE FIRE PROTECTION Address: Phone number: Name of designer. C. HELLA Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratee Inc. Route 111 Windham N.H.USA 03087 � T T T CV h CNC?0c0 M 04� tl-NO LOST O M� NCnM V) (6 (0 d 0 (U -D j C CA m CLLd,+�'�CQ C O ip 0CU EEUEEE) _ O a) a)�a) CU N TQ �JE w cn cn""U) U) U) �TNN O OM m �0��22�cA E N co V O cri O CD CD U) N 2 Z m L C O O — T N N d' U C U L O T _ O 2 I CO Z > E O J CA LL p d O N O U') a 0 T E 0 0 LO U N � O a W O N L T ZQ 00000ON O J .. H Q U U U co m o I 0)Z 0 �a`� � � O U w0 a.�� — O w C9 c)of(Y- V o Q W Z a1 i M O � � M—NN fn w �UUU O O 0 0 o O ` L W = _> U) � M N .-- O O O CD O O O O O O T T T T T T M M P- CO M --T M N T j � V d W w w 0 w w 'l- r cM N N CO r r ti T M N Cn r Or cM L: O O N � rn N (lS tOD00 c U.) Cl)p-I� N I� O r N CO CO O N O r N U') GO d Cl) M O CO r�MCl)a C0 N Z t o r N N ca N L d N N C_ n M O r r r N 7 LO O Cl) Of U \I N C N CO O N o�+ v N LOrr C >+ O = rn to O co m N 12 O � � J O M o cc v j c a X C LL 7 7 w LT C1 0 NOLC1 N CD QU) E O O LO rn L U C o a N ,o N O � N Cn cm N (D C N < \ NO COIL C LL :D d Z Q pJ � Q CU ~ U 3 � E O J o_> > E � J -0Cc �m : d 3: m> V- fn wp �co �> 0 LL (D mi p cn LL Z � E in �U— E c y c Cl) � w "Z rn(ca �rnU C H ~ J U) Y = y Q t m M 0 3 to C IL fnZ LLQ wC9HN D 0JLLn Pressure / Flow Summary- STANDARD STATEWIDE FIRE PROTECTION Page 4 NORTHERN GROW LLC. CALC AREA#1 .2/1500 Date 7-3-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 16.5 23.47 na 2 0.0 29.46 na 3 17.83 5.6 16.79 na 22.94 0.2 113.33 7.0 4 17.83 5.6 16.46 na 22.72 0.2 113.33 7.0 5 17.83 5.6 16.38 na 22.67 0.2 113.33 7.0 6 17.83 5.6 16.4 na 22.68 0.2 113.33 7.0 7 17.83 5.6 16.68 na 22.87 0.2 113.33 7.0 8 17.83 19.67 na 10 16.5 23.52 na 11 17.83 21.78 na 12 17.83 5.6 16.84 na 22.98 0.2 113.33 7.0 13 17.83 5.6 16.52 na 22.76 0.2 113.33 7.0 14 17.83 5.6 16.44 na 22.71 0.2 113.33 7.0 15 17.83 5.6 16.46 na 22.72 0.2 113.33 7.0 16 17.83 5.6 16.74 na 22.91 0.2 113.33 7.0 17 17.83 19.76 na 19 16.5 23.68 na 20 17.83 22.29 na 21 17.83 5.6 18.26 na 23.93 0.2 113.33 7.0 22 17.83 5.6 18.03 na 23.78 0.2 113.33 7.0 23 17.83 5.6 18.03 na 23.78 0.2 113.33 7.0 24 17.83 5.6 18.17 na 23.87 0.2 113.33 7.0 25 17.83 20.36 na 27 16.5 24.02 na 28 17.83 23.31 na 29 17.83 21.87 na 31 16.5 24.42 na 32 17.83 23.73 na 33 17.83 22.42 na 35 16.5 24.9 na 36 17.83 24.2 na 37 17.83 22.86 na 39 16.5 25.45 na 40 17.83 24.74 na 41 17.83 23.19 na 43 16.5 26.1 na 44 17.83 25.35 na 45 17.83 23.43 na 47 16.5 26.85 na 48 17.83 26.05 na 49 17.83 23.59 na 51 16.5 27.76 na 52 17.83 26.89 na 53 17.83 23.69 na 9 16.5 21.13 na 18 16.5 21.23 na 26 16.5 21.59 na B 16.5 21.77 na 30 16.5 22.31 na 34 16.5 22.88 na 38 16.5 23.31 na 42 16.5 23.62 na 46 16.5 23.83 na A 16.5 23.9 na 50 16.5 23.94 na C 16.5 24.2 na TR 16.5 33.0 na BR 1.0 46.01 na TEST 0.0 46.89 na 250.0 The maximum velocity is 12.43 and it occurs in the pipe between nodes 51 and TR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 5 NORTHERN GROW LLC. CALC AREA#1 .2/1500 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""'"' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 -61.14 1.682 1 T 9.9 1.330 23.470 to 120.0 0.0 9.900 7.146 2 -61.14 -0.1031 0.0 11.230 -1.158 Vel = 8.83 2 0.0 1.682 1 E 4.95 43.000 29.458 to 120.0 0.0 4.950 -7.722 3 _-61.14 -0.1032 0.0 47.950 -4.948 Vel = 8.83 3 22.94 1.682 0.0 7.500 16.788 K Factor=5.60 to 120.0 0.0 0.0 0.0 4 -38.2 -0.0432 0.0 7.500 -0.324 Vel = 5.52 4 22.72 1.682 0.0 10.000 16.464 K Factor=5.60 to 120.0 0.0 0.0 0.0 5 -15.48 -0.0082 0.0 10.000 -0.082 Vel = 2.24 5 22.67 1.682 0.0 10.000 16.382 K Factor=5.60 to 120.0 0.0 0.0 0.0 6 7.1_9 0.0020 0.0 10.000 0.020 Vel = 1.04 6 22.68 1.682 0.0 10.000 16.402 K Factor= 5.60 to 120.0 0.0 0.0 0.0 7 29.87 0.0274 0.0 10.000 0.274 Vel = 4.31 7 22.87 1.682 1 E 4.95 33.180 16.676 K Factor=5.60 to 120.0 0.0 4.950 0.0 8 52.74 0.0785 0.0 38.130 2.993 Vel = 7.62 8 0.0 1.682 1 T 9.9 1.330 19.669 to 120.0 0.0 9.900 0.576 9 52.74 0.0785 0.0 11.230 0.881 Val = 7.62 0.0 52.74 21.126 K Factor= 11.47 10 -61.09 1.682 1 T 9.9 1.330 23.517 to 120.0 0.0 9.900 -0.576 11 -61.09 -0.1030 0.0 11.230 -1.157 Vel = 8.82 11 0.0 1.682 1 E 4.95 43.000 21.784 to 120.0 0.0 4.950 0.0 12 -61.09 -0.1030 0.0 47.950 -4.940 Vel = 8.82 12 22.99 1.682 0.0 7.500 16.844 K Factor=5.60 to 120.0 0.0 0.0 0.0 13 -38.1 -0.0429 0.0 7.500 -0.322 Vel = 5.50 13 22.76 1.682 0.0 10.000 16.522 K Factor=5.60 to 120.0 0.0 0.0 0.0 14 -15.34 -0.0080 0.0 10.000 -0.080 Vel = 2.21 14 22.71 1.682 0.0 10.000 16.442 K Factor=5.60 to 120.0 0.0 0.0 0.0 15 7.37 0.0020 0.0 10.000 0.020 Vel = 1.06 15 22.72 1.682 0.0 10.000 16.462 K Factor=5.60 to 120.0 0.0 0.0 0.0 16 30.09 0.0278 0.0 10.000 0.278 Vel = 4.34 16 22.91 1.682 1 E 4.95 33.180 16.740 K Factor=5.60 to 120.0 0.0 4.950 0.0 17 53.0 0.0792 0.0 38.130 3.021 Vel = 7.65 17 0.0 1.682 1 T 9.9 1.330 19.761 to 120.0 0.0 9.900 0.576 18 53.0 0.0792 0.0 11.230 0.889 Vel = 7.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 6 NORTHERN GROW LLC. CALC AREA#1 .2/1500 Date 7-3-17 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 53.00 21.226 K Factor= 11.50 19 -50.73 1.682 IT 9.9 1.330 23.685 to 120.0 0.0 9.900 -0.576 20 -50.73 -0.0731 0.0 11.230 -0.821 Vel= 7.32 20 0.0 1.682 1 E 4.95 50.250 22.288 to 120.0 0.0 4.950 0.0 21 -50.73 -0.0730 0.0 55.200 -4.032 Vel= 7.32 21 23.93 1.682 0.0 10.000 18.256 K Factor=5.60 to 120.0 0.0 0.0 0.0 22 -26.8 -0.0224 0.0 10.000 -0.224 Vel = 3.87 22 23.78 1.682 0.0 10.000 18.032 K Factor=5.60 to 120.0 0.0 0.0 0.0 23 -3.02 -0.0004 0.0 10.000 -0.004 Vel= 0.44 23 23.78 1.682 0.0 10.000 18.028 K Factor=5.60 to 120.0 0.0 0.0 0.0 24 20.76 0.0140 0.0 10.000 0.140 Vel= 3.00 24 23.86 1.682 1 E 4.95 33.180 18.168 K Factor=5.60 to 120.0 0.0 4.950 0.0 25 44.62 0.0576 0.0 38.130 2.197 Vel= 6.44 25 0.0 1.682 IT 9.9 1.330 20.365 to 120.0 0.0 9.900 0.576 26 44.62 0.0576 0.0 11.230 0.647 Vel= 6.44 0.0 44.62 21.588 K Factor= 9.60 27 -18.83 1.682 1T 9.9 1.330 24.018 to 120.0 0.0 9.900 -0.576 28 -18.83 -0.0117 0.0 11.230 -0.131 Vel= 2.72 28 0.0 1.682 2E 9.9 113.660 23.311 to 120.0 0.0 9.900 0.0 29 -18.83 -0.0117 0.0 123.560 -1.443 Vel= 2.72 29 0.0 1.682 1 T 9.9 1.330 21.868 to 120.0 0.0 9.900 0.576 30 -18.83 -0.0117 0.0 11.230 -0.131 Vel= 2.72 0.0 -18.83 22.313 K Factor= -3.99 31 -17.84 1.682 1 T 9.9 1.330 24.422 to 120.0 0.0 9.900 -0.576 32 -17.84 -0.0106 0.0 11.230 -0.119 Vel= 2.58 _ 32 0.0 1.682 2E 9.9 113.660 23.727 to 120.0 0.0 9.900 0.0 33 -17.84 -0.0106 0.0 123.560 -1.305 Vel= 2.58 33 0.0 1.682 IT 9.9 1.330 22.422 to 120.0 0.0 9.900 0.576 34 -17.84 -0.0106 0.0 11.230 -0.119 Vel= 2.58 0.0 -17.84 22.879 K Factor= -3.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 7 NORTHERN GROW LLC. CALC AREA#1 .2/1500 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv " * Notes "k«+ Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 35 -18.11 1.682 1 T 9.9 1.330 24.897 to 120.0 0.0 9.900 -0.576 36 -18.11 -0.0109 0.0 11.230 -0.122 Vel = 2.61 36 0.0 1.682 2E 9.9 113.660 24.199 to 120.0 0.0 9.900 0.0 37 -18.11 -0.0109 0.0 123.560 -1.342 Vel = 2.61 37 0.0 1.682 1 T 9.9 1.330 22.857 to 120.0 0.0 9.900 0.576 38 -18.11 -0.0109 0.0 11.230 -0.122 Vel = 2.61 0.0 -18.11 23.311 K Factor= -3.75 39 -19.55 1.682 1T 9.9 1.330 25.452 to 120.0 0.0 9.900 -0.576 40 -19.55 -0.0126 0.0 11.230 -0.141 Vel = 2.82 40 0.0 1.682 2E 9.9 113.660 24.735 to 120.0 0.0 9.900 0.0 41 -19.55 -0.0125 0.0 123.560 -1.546 Vel = 2.82 41 0.0 1.682 1 T 9.9 1.330 23.189 to 120.0 0.0 9.900 0.576 42 -19.55 -0.0126 0.0 11.230 -0.141 Vel = 2.82 0.0 -19.55 23.624 K Factor= -4.02 43 -21.96 1.682 1 T 9.9 1.330 26.097 to 120.0 0.0 9.900 -0.576 44 -21.96 -0.0156 0.0 11.230 -0.175 Vel = 3.17 44 0.0 1.682 2E 9.9 113.660 25.346 to 120.0 0.0 9.900 0.0 45 -21.96 -0.0155 0.0 123.560 -1.918 Vel = 3.17 45 0.0 1.682 1 T 9.9 1.330 23.428 to 120.0 0.0 9.900 0.576 46 -21.96 -0.0155 0.0 11.230 -0.174 Vel = 3.17 0.0 -21.96 23.830 K Factor= -4.50 47 -25.13 1.682 1 T 9.9 1.330 26.852 to 120.0 0.0 9.900 -0.576 48 -25.13 -0.0199 0.0 11.230 -0.224 Vel = 3.63 48 0.0 1.682 2E 9.9 113.660 26.052 to 120.0 0.0 9.900 0.0 49 -25.13 -0.0199 0.0 123.560 -2.461 Vel = 3.63 49 0.0 1.682 1 T 9.9 1.330 23.591 to 120.0 0.0 9.900 0.576 50 -25.13 -0.0199 0.0 11.230 -0.223 Vel = 3.63 0.0 -25.13 23.944 K Factor= -5.14 51 -28.94 1.682 1 T 9.9 1.330 27.756 to 120.0 0.0 9.900 -0.576 52 -28.94 -0.0259 _ 0.0 11.230 -0.291 Vel = 4.18 52 0.0 1.682 2E 9.9 113.660 26.889 to 120.0 0.0 9.900 0.0 53 -28.94 -0.0259 0.0 123.560 -3.196 Vel = 4.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finfil Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 8 NORTHERN GROW LLC. CALC AREA#1 .2/1500 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """'" Notes h Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 53 0.0 1.682 1 T 9.9 1.330 23.693 to 120.0 0.0 9.900 7.722 54 -28.94 -0.0258 0.0 11.230 -0.290 Vel = 4.18 0.0 -28.94 31.125 K Factor= -5.19 9 52.74 2.635 0.0 11.330 21.126 to 120.0 0.0 0.0 0.0 18 52.74 0.0088 0.0 11.330 0.100 Vel= 3.10 18 53.00 2.635 0.0 11.330 21.226 to 120.0 0.0 0.0 0.0 26 105.74 0.0320 0.0 11.330 0.362 Vel= 6.22 26 44.62 2.635 0.0 3.000 21.588 to 120.0 0.0 0.0 0.0 B 150.36 0.0613 0.0 3.000 0.184 Vel= 8.85 B 0.0 2.635 0.0 8.833 21.772 to 120.0 0.0 0.0 0.0 30 150.36 0.0612 0.0 8.833 0.541 Vel = 8.85 30 -18.83 2.635 0.0 11.833 22.313 to 120.0 0.0 0.0 0.0 34 131.53 0.0478 0.0 11.833 0.566 Vel = 7.74 34 -17.84 2.635 0.0 11.833 22.879 to 120.0 0.0 0.0 0.0 38 113.69 0.0365 0.0 11.833 0.432 Vel= 6.69 38 -18.11 2.635 0.0 11.833 23.311 to 120.0 0.0 0.0 0.0 42 95.58 0.0265 0.0 11.833 0.313 Vel= 5.62 42 -19.54 2.635 0.0 11.833 23.624 to 120.0 0.0 0.0 0.0 46 76.04 0.0174 0.0 11.833 0.206 Vel= 4.47 46 -21.97 2.635 0.0 7.500 23.830 to 120.0 0.0 0.0 0.0 A 54.07 0.0092 0.0 7.500 0.069 Vel= 3.18 A 0.0 2.635 0.0 4.833 23.899 to 120.0 0.0 0.0 0.0 50 54.07 0.0093 0.0 4.833 0.045 Vel= 3.18 50 -25.13 2.635 0.0 12.000 23.944 to 120.0 0.0 0.0 7.146 54 28.94 0.0029 0.0 12.000 0.035 Vel= 1.70 0.0 28.94 31.125 K Factor= 5.19 1 61.14 3.26 0.0 11.330 23.470 to 120.0 0.0 0.0 0.0 10 61.14 0.0041 0.0 11.330 0.047 Vel= 2.35 10 61.09 3.26 0.0 11.330 23.517 to 120.0 0.0 0.0 0.0 19 122.23 0.0148 0.0 11.330 0.168 Vel= 4.70 19 50.73 3.26 0.0 11.833 23.685 to 120.0 0.0 0.0 0.0 27 172.96 0.0281 0.0 11.833 0.333 Vel= 6.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 9 NORTHERN GROW LLC. CALC AREA#1 .2/1500 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ''"** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 27 18.83 3.26 0.0 5.200 24.018 to 120.0 0.0 0.0 0.0 C 191.79 0.0340 0.0 5.200 0.177 Vel = 7.37 C 0.0 3.26 0.0 6.660 24.195 to 120.0 0.0 0.0 0.0 31 191.79 0.0341 0.0 6.660 0.227 Vel = 7.37 31 17.84 3.26 0.0 11.833 24.422 to 120.0 0.0 0.0 0.0 35 209.63 0.0401 0.0 11.833 0.475 Vel = 8.06 35 18.11 3.26 0.0 11.833 24.897 to 120.0 0.0 0.0 0.0 39 227.74 0.0469 0.0 11.833 0.555 Vel = 8.75 39 19.54 3.26 0.0 11.833 25.452 to 120.0 0.0 0.0 0.0 43 247.28 0.0545 0.0 11.833 0.645 Vel= 9.50 43 21.97 3.26 0.0 11.833 26.097 to 120.0 0.0 0.0 0.0 47 269.25 0.0638 0.0 11.833 0.755 Vel = 10.35 47 25.13 3.26 0.0 12.000 26.852 to 120.0 0.0 0.0 0.0 51 294.38 0.0753 0.0 12.000 0.904 Vel = 11.32 51 28.94 3.26 1 E 9.408 29.000 27.756 to 120.0 1 T 20.159 29.567 0.0 TR 323.32 0.0896 0.0 58.567 5.245 Vel = 12.43 TR 0.0 4.26 1 Zce 0.0 15.000 33.001 to 120.0 0.0 0.0 12.647 ' Fixed loss=5.934 BR 323.32 0.0243 0.0 15.000 0.364 Vel = 7.28 BR 0.0 6.16 1 E 20.084 78.000 46.012 to 140.0 1 T 43.037 67.425 0.433 TEST 323.32 0.0030 1 G 4.304 145.425 0.442 Vel = 3.48 250.00 Qa = 250.00 573.32 46.887 K Factor= 83.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . . . Fire Protection by Computer Design STATEWIDE FIRE PROTECTION Job Name NORTHERN GROW LLC. CALC AREA#2 .2/900 Building FP-2 Location 19320 63RD AVE. NE System 2 Contract Data File NORTHERN GROW AREA 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 STATEWIDE FIRE PROTECTION Page 1 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 HYDRAULIC CALCULATIONS for Project name: NORTHERN GROW LLC. CALC AREA#2 .2/900 Location: 19320 63RD AVE. NE Drawing no: FP-2 Date: 7-3-17 Design Remote area number: 2 Remote area location: FIRST FLOOR ROOM#6 Occupancy classification: ORD GROUP 2 Density. .2-Gpm/SgFt Area of application: 1500-SgFt Coverage per sprinkler: 113.330-SgFt Type of sprinklers calculated: UPRIGHT K=5.6 No, of sprinklers calculated: 8 In-rack demand: -GPM Hose streams: 0-GPM Total water required(including hose streams): 450.698-GPM @ 56.928-Psi Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: Location: Source: Name of contractor. STATEWIDE FIRE PROTECTION Address: Phone number: Name of designer. C. HELLA Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I- 00 00— A �p)N rnC) N I.� -(qO (qN ItO0 OWN O N N tt D m a3 a ❑ � c W as o can)^ aEi caa«c❑ c o oEEVEE2 _ o > a)a) a) O N w(n(n....(n � Ow y N CNN O OM (p E a) ❑ V t- oo 0 M O O Q C) N 2 Z E m z c 0 0 r- m N j U C L N a0 O T O< 2 I 00 Z >, O m ' o E a` O �? -- U') a Oo o 0) U N O Q O w O N Z Q o00(00N I O C) .. .-. U U U w Ica 0I rn 0 J on a � a :3 : o U w0 aC.)vv o c�� aNiaN 01 i cfl LL C9 �(n V M O 0. W Z 0) O O OW a7—NN M U) w 3:UUU o 0 0 0 0 0 i M N O O O O O O O O O O c Qw — O M I- CD t0 � M N a U r a a w w w ❑ a w �: (~n z I-T r c)N N CO r r r O M OI r o i N n r M I� ao L�otocc cu N Y d ❑ CO O r It p co V 'r M7 n n N n O NNN CO CO N CnLO n 00 CO Cl C) O CO M Cl) In NNN Z CCf L O O � r N N C n M O N 7 Cn O Cl) n r r U N N CO r r U 3 cco � p LL N N O = A N L O to It O co m E y O tT J +� C 2cMOCOy O — CL X C N LL 7 j m L a O N o Ln aNi a fn o o `�° w a) U C a � < c O N \ N O� W f6 C V 7 W N O CO LL LL, Z d Of Z Q O � HQ ca E OJ E w J L l N m C � UO fn W m �> � � v0yCD o cn Cn ❑W w Z v E Cl) c u-.- C Al-0 cc � o)Z rnC�rn0 a) N Z +� C H J N = w Q � cn y m m3 rn IL U) Z E< WU' F- ❑ ❑ JLLd Presgure / Flow Summary- STANDARD STATEWIDE FIRE PROTECTION Page 4 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1A 9.5 5.6 18.37 na 24.0 0.2 120 7.0 2A 9.5 5.6 20.56 na 25.39 0.2 120 7.0 3A 9.5 5.6 19.58 na 24.78 0.2 120 7.0 4A 9.5 5.6 18.74 na 24.24 0.2 120 7.0 5A 9.5 5.6 20.96 na 25.64 0.2 120 7.0 6A 9.5 5.6 19.97 na 25.03 0.2 120 7.0 7A 9.5 5.6 20.07 na 25.09 0.2 120 7.0 8A 9.5 5.6 22.45 na 26.53 0.2 120 7.0 9A 9.5 22.24 na 10A 9.5 22.68 na 11 A 9.5 24.28 na 1 16.5 42.38 na 2 0.0 49.44 na 3 17.83 41.36 na 4 17.83 41.3 na 5 17.83 41.22 na 6 17.83 41.15 na 7 17.83 41.07 na 8 17.83 40.78 na 10 16.5 42.39 na 11 17.83 41.72 na 12 17.83 41.36 na 13 17.83 41.3 na 14 17.83 41.22 na 15 17.83 41.14 na 16 17.83 41.07 na 17 17.83 40.78 na 19 16.5 42.4 na 20 17.83 41.73 na 21 17.83 41.29 na 22 17.83 41.21 na 23 17.83 41.13 na 24 17.83 41.05 na 25 17.83 40.74 na 27 16.5 42.43 na 28 17.83 41.75 na 29 17.83 40.67 na 31 16.5 42.47 na 32 17.83 41.79 na 33 17.83 40.55 na 35 16.5 42.55 na 36 17.83 41.84 na 37 17.83 40.35 na 39 16.5 42.67 na 40 17.83 41.92 na 41 17.83 40.06 na 43 16.5 42.84 na 44 17.83 42.04 na 45 17.83 39.64 na 47 16.5 43.07 na 48 17.83 42.23 na 49 17.83 39.31 na 51 16.5 43.41 na 52 17.83 42.54 na 53 17.83 39.36 na 9 16.5 41.27 na 18 16.5 41.27 na 26 16.5 41.23 na B 16.5 41.21 na 30 16.5 41.15 na 34 16.5 41.01 na 38 16.5 40.79 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary- Standard STATEWIDE FIRE PROTECTION Page 5 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 42 16.5 40.47 na 46 16.5 39.99 na A 16.5 39.57 na 50 16.5 39.62 na C 16.5 42.45 na TR 16.5 45.58 na BR 1.0 56.31 na TEST 0.0 56.93 na 250.0 The maximum velocity is 17.62 and it occurs in the pipe between nodes 11A and A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final'Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 6 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1A 24.00 1.049 0.0 12.000 18.367 K Factor=5.60 to 120.0 0.0 0.0 0.0 2A 24.0 0.1823 0.0 12.000 2.188 Vel= 8.91 2A 25.39 1.38 IT 6.0 3.250 20.555 K Factor=5.60 to 120.0 0.0 6.000 0.0 9A 49.39 0.1823 0.0 9.250 1.686 Vel= 10.59 0.0 49.39 22.241 K Factor= 10.47 3A 24.78 1.049 IT 5.0 8.750 19.581 K Factor=5.60 to 120.0 0.0 5.000 0.0 9A 24.78 0.1935 0.0 13.750 2.660 Vel= 9.20 0.0 24.78 22.241 K Factor= 5.25 4A 24.24 1.049 0.0 12.000 18.735 K Factor=5.60 to 120.0 0.0 0.0 0.0 5A 24.24 0.1858 0.0 12.000 2.229 Vel= 9.00 _ 5A 25.64 1.38 IT 6.0 3.250 20.964 K Factor=5.60 to 120.0 0.0 6.000 0.0 10A 49.88 0.1855 0.0 9.250 1.716 Vel= 10.70 0.0 49.88 22.680 K Factor= 10.47 6A 25.03 1.049 IT 5.0 8.750 19.971 K Factor=5.60 to 120.0 0.0 5.000 0.0 10A 25.03 0.1970 0.0 13.750 2.709 Vel= 9.29 0.0 25.03 22.680 K Factor= 5.26 7A 25.09 1.049 0.0 12.000 20.074 K Factor=5.60 to 120.0 0.0 0.0 0.0 8A 25.09 0.1979 0.0 12.000 2.375 Vel= 9.31 8A 26.53 1.38 IT 6.0 3.250 22.449 K Factor=5.60 to 120.0 0.0 6.000 0.0 11 A 51.62 0.1977 0.0 9.250 1.829 Vel= 11.07 0.0 51.62 24.278 K Factor= 10.48 9A 74.17 2.157 0.0 10.000 22.241 to 120.0 0.0 0.0 0.0 10A 74.17 0.0439 0.0 10.000 0.439 Vel= 6.51 10A 74.90 2.157 0.0 10.000 22.680 to 120.0 0.0 0.0 0.0 11 A 149.07 0.1598 0.0 10.000 1.598 Vel= 13.09 11 A 51.63 2.157 1 E 6.153 47.680 24.278 to 120.0 1 T 12.307 18.460 -3.032 A 200.7 0.2770 0.0 66.140 18.323 Vel= 17.62 0.0 200.70 39.569 K Factor= 31.91 1 -14.91 1.682 IT 9.9 1.330 42.382 to 120.0 0.0 9.900 7.146 2 -14.91 -0.0076 0.0 11.230 -0.085 Vel= 2.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 7 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv `A"`" Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 2 0.0 1.682 1 E 4.95 43.000 49.443 to 120.0 0.0 4.950 -7.722 3 -14.91 -0.0076 0.0 47.950 -0.364 Vel = 2.15 3 0.0 1.682 0.0 7.500 41.357 to 120.0 0.0 0.0 0.0 4 -14.91 -0.0076 0.0 7.500 -0.057 Vel= 2.15 4 0.0 1.682 0.0 10.000 41.300 to 120.0 0.0 0.0 0.0 5 -14.91 -0.0075 0.0 10.000 -0.075 Vel= 2.15 5 0.0 1.682 0.0 10.000 41.225 to 120.0 0.0 0.0 0.0 6 -14.91 -0.0076 0.0 10.000 -0.076 Vel = 2.15 6 0.0 1.682 0.0 10.000 41.149 to 120.0 0.0 0.0 0.0 7 -14.91 -0.0076 0.0 10.000 -0.076 Vel= 2.15 7 0.0 1.682 1 E 4.95 33.180 41.073 to 120.0 0.0 4.950 0.0 8 -14.91 -0.0076 0.0 38.130 -0.289 Vel= 2.15 8 0.0 1.682 1 T 9.9 1.330 40.784 to 120.0 0.0 9.900 0.576 9 -14.91 -0.0076 0.0 11.230 -0.085 Vel = 2.15 0.0 -14.91 41.275 K Factor= -2.32 10 -15.00 1.682 1T 9.9 1.330 42.385 to 120.0 0.0 9.900 -0.576 11 -15.0 -0.0077 0.0 11.230 -0.086 Vel= 2.17 11 0.0 1.682 1 E 4.95 43.000 41.723 to 120.0 0.0 4.950 0.0 12 -15.0 -0.0077 0.0 47.950 -0.368 Vel= 2.17 12 0.0 1.682 0.0 7.500 41.355 to 120.0 0.0 0.0 0.0 13 -15.0 -0.0076 0.0 7.500 -0.057 Vel = 2.17 13 0.0 1.682 0.0 10.000 41.298 to 120.0 0.0 0.0 0.0 14 -15.0 -0.0077 0.0 10.000 -0.077 Vel= 2.17 14 0.0 1.682 0.0 10.000 41.221 to 120.0 0.0 0.0 0.0 15 -15.0 _ -0.0077 0.0 10.000 -0.077 Vel = 2.17 15 0.0 1.682 0.0 10.000 41.144 to 120.0 0.0 0.0 0.0 16 -15.0 -0.0076 0.0 10.000 -0.076 Vel = 2.17 16 0.0 1.682 1 E 4.95 33.180 41.068 to 120.0 0.0 4.950 0.0 17 -15.0 -0.0077 0.0 38.130 -0.293 Vel = 2.17 17 0.0 1.682 1 T 9.9 1.330 40.775 to 120.0 0.0 9.900 0.576 18 -15.0 -0.0077 0.0 11.230 -0.086 Vel= 2.17 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final'Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 8 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -15.00 41.265 K Factor= -2.34 19 -15.36 1.682 1T 9.9 1.330 42.398 to 120.0 0.0 9.900 -0.576 20 -15.36 -0.0080 0.0 11.230 -0.090 Vel= 2.22 20 0.0 1.682 1 E 4.95 50.250 41.732 to 120.0 0.0 4.950 0.0 21 -15.36 -0.0080 0.0 55.200 -0.442 Vel= 2.22 21 0.0 1.682 0.0 10.000 41.290 to 120.0 0.0 0.0 0.0 22 -15.36 -0.0080 _ 0.0 10.000 -0.080 Vel= 2.22 22 0.0 1.682 0.0 10.000 41.210 to 120.0 0.0 0.0 0.0 23 -15.36 -0.0080 0.0 10.000 -0.080 Vel= 2.22 23 0.0 1.682 0.0 10.000 41.130 to 120.0 0.0 0.0 0.0 24 -15.36 -0.0080 0.0 10.000 -0.080 Vel = 2.22 24 0.0 1.682 1 E 4.95 33.180 41.050 to 120.0 0.0 4.950 0.0 25 -15.36 -0.0080 0.0 38.130 -0.306 Vel= 2.22 25 0.0 1.682 IT 9.9 1.330 40.744 to 120.0 0.0 9.900 0.576 26 -15.36 -0.0080 0.0 11.230 -0.090 Vel = 2.22 0.0 -15.36 41.230 K Factor_= -2.39 27 -16.09 1.682 1T 9.9 1.330 42.426 to 120.0 0.0 9.900 -0.576 28 -16.09 -0.0087 0.0 11.230 -0.098 Vel= 2.32 28 0.0 1.682 2E 9.9 113.660 41.752 to 120.0 0.0 9.900 0.0 29 -16.09 -0.0087 0.0 123.560 -1.078 Vel= 2.32 29 0.0 1.682 IT 9.9 1.330 40.674 to 120.0 0.0 9.900 0.576 30 -16.09 -0.0087 0.0 11.230 -0.098 Vel = 2.32 0.0 -16.09 41.152 K Factor= -2.51 31 -17.32 1.682 IT 9.9 1.330 42.475 to 120.0 0.0 9.900 -0.576 32 -17.32 -0.0101 0.0 11.230 -0.113 Vel = 2.50 32 0.0 1.682 2E 9.9 113.660 41.786 to 120.0 0.0 9.900 0.0 33 -17.32 -0.0100 0.0 123.560 -1.236 Vel= 2.50 33 0.0 1.682 IT 9.9 1.330 40.550 to 120.0 0.0 9.900 0.576 34 -17.32 -0.0100 0.0 11.230 -0.112 Vel= 2.50 0.0 -17.32 41.014 K Factor= -2.70 35 -19.14 1.682 IT 9.9 1.330 42.552 to 120.0 0.0 9.900 -0.576 36 -19.14 -0.0120 0.0 11.230 -0.135 Vel = 2.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 9 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 36 0.0 1.682 2E 9.9 113.660 41.841 to 120.0 0.0 9.900 0.0 37 -19.14 -0.0120 0.0 123.560 -1.487 Vel = 2.76 37 0.0 1.682 1 T 9.9 1.330 40.354 to 120.0 0.0 9.900 0.576 38 -19.14 -0.0120 0.0 11.230 -0.135 Vel= 2.76 0.0 -19.14 40.795 K Factor= -3.00 39 -21.61 1.682 1 T 9.9 1.330 42.668 to 120.0 0.0 9.900 -0.576 40 -21.61 -0.0150 0.0 11.230 -0.169 Vel = 3.12 40 0.0 1.682 2E 9.9 113.660 41.923 to 120.0 0.0 9.900 0.0 41 -21.61 -0.0151 0.0 123.560 -1.862 Vel = 3.12 41 0.0 1.682 1 T 9.9 1.330 40.061 to 120.0 0.0 9.900 0.576 42 -21.61 -0.0150 0.0 11.230 -0.169 Vel = 3.12 0.0 -21.61 40.468 K Factor= -3.40 43 -24.82 1.682 1 T 9.9 1.330 42.836 to 120.0 0.0 9.900 -0.576 44 -24.82 -0.0194 0.0 11.230 -0.218 Vel = 3.58 44 0.0 1.682 2E 9.9 113.660 42.042 to 120.0 0.0 9.900 0.0 45 -24.82 -0.0195 0.0 123.560 -2.405 Vel = 3.58 45 0.0 1.682 1 T 9.9 1.330 39.637 to 120.0 0.0 9.900 0.576 46 -24.82 -0.0195 0.0 11.230 -0.219 Vel = 3.58 0.0 -24.82 39.994 K Factor= -3.92 47 -27.59 1.682 1 T 9.9 1.330 43.074 to 120.0 0.0 9.900 -0.576 48 -27.59 -0.0237 0.0 11.230 -0.266 Vel = 3.98 48 0.0 1.682 2E 9.9 113.660 42.232 to 120.0 0.0 9.900 0.0 49 -27.59 -0.0237 0.0 123.560 -2.925 Vel = 3.98 49 0.0 1.682 1 T 9.9 1.330 39.307 to 120.0 0.0 9.900 0.576 50 -27.59 -0.0237 0.0 11.230 -0.266 Vel = 3.98 0.0 -27.59 39.617 K Factor= -4.38 51 -28.86 1.682 1 T 9.9 1.330 43.408 to 120.0 0.0 9.900 -0.576 52 -28.86 -0.0257 0.0 11.230 -0.289 Vel= 4.17 52 0.0 1.682 2E 9.9 113.660 42.543 to 120.0 0.0 9.900 0.0 53 -28.86 -0.0257 0.0 123.560 -3.178 Vel= 4.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ` Final"Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 10 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "`x'""' Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 53 0.0 1.682 IT 9.9 1.330 39.365 to 120.0 0.0 9.900 7.722 54 -28.86 -0.0257 0.0 11.230 -0.289 Vel= 4.17 0.0 -28.86 46.798 K Factor= -4.22 9 -14.91 2.635 0.0 11.330 41.275 to 120.0 0.0 0.0 0.0 18 -14.91 -0.0009 0.0 11.330 -0.010 Vel= 0.88 18 -15.00 2.635 0.0 11.330 41.265 to 120.0 0.0 0.0 0.0 26 -29.91 -0.0031 0.0 11.330 -0.035 Vel = 1.76 26 -15.36 2.635 0.0 3.000 41.230 to 120.0 0.0 0.0 0.0 B -45.27 -0.0067 0.0 3.000 -0.020 Vel= 2.66 B 0.0 2.635 0.0 8.833 41.210 to 120.0 0.0 0.0 0.0 30 -45.27 -0.0066 0.0 8.833 -0.058 Vel= 2.66 30 -16.08 2.635 0.0 11.833 41.152 to 120.0 0.0 0.0 0.0 34 -61.35 -0.0117 0.0 11.833 -0.138 Vel= 3.61 34 -17.33 2.635 0.0 11.833 41.014 to 120.0 0.0 0.0 0.0 38 -78.68 -0.0185 0.0 11.833 -0.219 Vel= 4.63 38 -19.14 2.635 0.0 11.833 40.795 to 120.0 0.0 0.0 0.0 42 -97.82 -0.0276 0.0 11.833 -0.327 Vel= 5.76 42 -21.61 2.635 0.0 11.833 40.468 to 120.0 0.0 0.0 0.0 46 -119.43 -0.0401 0.0 11.833 -0.474 Vel= 7.03 46 -24.82 2.635 0.0 7.500 39.994 to 120.0 0.0 0.0 0.0 A -144.25 -0.0567 0.0 7.500 -0.425 Vel= 8.49 A 200.70 2.635 0.0 4.833 39.569 to 120.0 0.0 0.0 0.0 50 56.45 0.0099 0.0 4.833 0.048 Vel= 3.32 50 -27.59 2.635 0.0 12.000 39.617 to 120.0 0.0 0.0 7.146 54 28.86 0.0029 0.0 12.000 0.035 Vel= 1.70 0.0 28.86 46.798 K Factor= 4.22 1 14.91 3.26 0.0 11.330 42.382 to 120.0 0.0 0.0 0.0 10 14.91 0.0003 0.0 11.330 0.003 Vel= 0.57 10 15.00 3.26 0.0 11.330 42.385 to 120.0 0.0 0.0 0.0 19 29.91 0.0011 0.0 11.330 0.013 Vel= 1.15 19 15.36 3.26 0.0 11.833 42.398 to 120.0 0.0 0.0 0.0 27 45.27 0.0024 0.0 11.833 0.028 Vel= 1.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 11 NORTHERN GROW LLC. CALC AREA#2 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * ' "' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 27 16.08 3.26 0.0 5.200 42.426 to 120.0 0.0 0.0 0.0 C 61.35 0.0040 0.0 5.200 0.021 Vel= 2.36 C 0.0 3.26 0.0 6.660 42.447 to 120.0 0.0 0.0 0.0 31 61.35 0.0042 0.0 6.660 0.028 Vel = 2.36 31 17.33 3.26 0.0 11.833 42.475 to 120.0 0.0 0.0 0.0 35 78.68 0.0065 0.0 11.833 0.077 Vel = 3.02 35 19.14 3.26 0.0 11.833 42.552 to 120.0 0.0 0.0 0.0 39 97.82 0.0098 0.0 11.833 0.116 Vel = 3.76 39 21.61 3.26 0.0 11.833 42.668 to 120.0 0.0 0.0 0.0 43 119.43 0.0142 0.0 11.833 0.168 Vel = 4.59 43 24.82 3.26 0.0 11.833 42.836 to 120.0 0.0 0.0 0.0 47 144.25 0.0201 0.0 11.833 0.238 Vel = 5.54 47 27.59 3.26 0.0 12.000 43.074 to 120.0 0.0 0.0 0.0 51 171.84 0.0278 0.0 12.000 0.334 Vel = 6.61 51 28.86 3.26 1 E 9.408 29.000 43.408 to 120.0 1 T 20.159 29.567 0.0 TR 200.7 0.0371 0.0 58.567 2.171 Vel = 7.71 TR 0.0 4.26 1 Zce 0.0 15.000 45.579 to 120.0 0.0 0.0 10.581 " Fixed loss=3.868 BR 200.7 0.0101 0.0 15.000 0.151 Vel = 4.52 BR 0.0 6.16 1 E 20.084 78.000 56.311 to 140.0 1 T 43.037 67.425 0.433 TEST 200.7 0.0013 1 G 4.304 145.425 0.183 Vel = 2.16 250.00 Qa= 250.00 450.70 56.927 K Factor= 59.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire Protection by Computer Design STATEWIDE FIRE PROTECTION Job Name NORTHERN GROW LLC. CALC AREA#3 .2/900 Building FP-2 Location 19320 63RD AVE. NE System 3 Contract Data File NORTHERN GROW AREA 3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 STATEWIDE FIRE PROTECTION Page 1 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 HYDRAULIC CALCULATIONS for Project name: NORTHERN GROW LLC. CALC AREA#3 .2/900 Location: 19320 63RD AVE. NE Drawing no: FP-2 Date: 7-3-17 Design Remote area number. 3 Remote area location: FIRST FLOOR ROOM#2 Occupancy classification: ORD GROUP 2 Density: .2-Gpm/SgFt Area of application: 1500-SgFt Coverage per sprinkler: 113.330-SgFt Type of sprinklers calculated. UPRIGHT K=5.6 No. of sprinklers calculated. 8 In-rack demand: -GPM Hose streams: 0-GPM Total water required(including hose streams): 461.012-GPM @ 46.873-Psi Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: Location: Source: Name of contractor: STATEWIDE FIRE PROTECTION Address: Phone number: Name of designer: C. HELLA Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ti M r N ti C� oN O �tN� NAM N N I6 f�a d p 7 C U) c6 � O N aLLa�cp r O O( Or- a) CD O N> ,O55, >1 W fn fn-�. U) i i y N ��-NN O OC7 f6 mppp=2ow E N p V co co 0 CM O O Q D q* N 2 Z E m r c o 0 N 5 Ll' U C U Ln CO N O � T o< 2 00 Z a O J LL O a` O o � Ln CD 0) rn N O Q O W O N LO Z a co(C)N O J .. UU N U)i O U U) a) o I rn 0 J o)d LL :3 d Tf�- ca fa U W oO a.L)vv — o _A OCR U) C�aa) a) cfl Q � V M O Q W z N i �- - PO M (!) - � W 000 W � � M N O O O O O O O O O O +i, .- c- O o0 I- O In qt M N c"-a v a w w w D W w r c Z CN rMN N COrr ~ O O r O i N M r r M M I� ao v,o � vrrn N + c0 EL 0 co 0 r ,It oo ao v Un M 1-h N f- Cl r N CO t0 O N O r N 47 00 ��M M O CO rMM D 2 N N N LO Z r f0 L V N N C I- M CO r r N 7 U'+ O co fl-r r U N C N CO r r U o m oL v N r r C T O = T ( L �OCOm E (a (LO L p� J D C M O COS o — a IL (gyp +O+ l0 7 7 O N CD�O N aU) O CD m U N m CDC O N N O rn N y � OJ N .r C C U N 7 W \ NOMLL LL Z) za OL) � a �+ LU U O O_> E J L_ m N m 7 °' 2 w>~ y U) W O -2 2> L M N o LLZ oU � W -.0 Enc LL E C N "Z � N C W � � > C W 0 -0 CDC 0 IL U)iz Ma wc7F-1i 0 5 _j577a` Pressure / Flow Summary- STANDARD STATEWIDE FIRE PROTECTION Page 4 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 B 9.5 5.6 24.33 na 27.62 0.2 128 7.0 2B 9.5 25.66 na 3B 9.5 5.6 20.9 na 25.6 0.2 128 7.0 4B 9.5 5.6 21.15 na 25.75 0.2 128 7.0 5B 9.5 5.6 22.04 na 26.29 0.2 128 7.0 6B 9.5 5.6 20.91 na 25.61 0.2 128 7.0 7B 9.5 5.6 21.16 na 25.76 0.2 128 7.0 8B 9.5 5.6 22.06 na 26.3 0.2 128 7.0 9B 9.5 5.6 25.15 na 28.08 0.2 128 7.0 10B 9.5 25.4 na 11 B 9.5 25.41 na 1 16.5 31.21 na 2 0.0 38.31 na 3 17.83 30.39 na 4 17.83 30.36 na 5 17.83 30.32 na 6 17.83 30.27 na 7 17.83 30.23 na 8 17.83 30.07 na 10 16.5 31.21 na 11 17.83 30.59 na 12 17.83 30.39 na 13 17.83 30.36 na 14 17.83 30.31 na 15 17.83 30.27 na 16 17.83 30.23 na 17 17.83 30.07 na 19 16.5 31.22 na 20 17.83 30.6 na 21 17.83 30.35 na 22 17.83 30.31 na 23 17.83 30.26 na 24 17.83 30.22 na 25 17.83 30.05 na 27 16.5 31.24 na 28 17.83 30.62 na 29 17.83 30.21 na 31 16.5 31.37 na 32 17.83 30.76 na 33 17.83 30.41 na 35 16.5 31.61 na 36 17.83 30.99 na 37 17.83 30.58 na 39 16.5 31.87 na 40 17.83 31.25 na 41 17.83 30.71 na 43 16.5 32.18 na 44 17.83 31.54 na 45 17.83 30.81 na 47 16.5 32.53 na 48 17.83 31.86 na 49 17.83 30.88 na 51 16.5 32.94 na 52 17.83 32.25 na 53 17.83 30.93 na 9 16.5 30.6 na 18 16.5 30.59 na 26 16.5 30.58 na B 16.5 30.56 na 30 16.5 30.75 na 34 16.5 30.96 na 38 16.5 31.12 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary- Standard STATEWIDE FIRE PROTECTION Page 5 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 42 16.5 31.24 na 46 16.5 31.32 na A 16.5 31.35 na 50 16.5 31.37 na C 16.5 31.25 na TR 16.5 35.32 na BR 1.0 46.24 na TEST 0.0 46.87 na 250.0 The maximum velocity is 11.21 and it occurs in the pipe between nodes 5B and 10B Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 6 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 B 27.62 1.049 IT 5.0 0.660 24.325 K Factor=5.60 to 120.0 0.0 5.000 0.0 2B 27.62 0.2366 0.0 5.660 1.339 Vel= 10.25 2B -93.06 2.157 1 E 6.153 1.500 25.664 to 120.0 0.0 6.153 0.0 10B -65.44 -0.0349 0.0 7.653 -0.267 Vel= 5.75 0.0 -65.44 25.397 K Factor=-12.99 3B 25.60 1.682 0.0 12.000 20.898 K Factor=5.60 to 120.0 0.0 0.0 0.0 4B 25.6 0.0206 0.0 12.000 0.247 Vel= 3.70 4B 25.75 1.682 0.0 12.000 21.145 K Factor=5.60 to 120.0 0.0 0.0 0.0 5B 51.35 0.0748 0.0 12.000 0.897 Vel= 7.41 5B 26.29 1.682 1T 9.9 11.000 22.042 K Factor=5.60 to 120.0 0.0 9.900 0.0 10B 77.64 0.1605 0.0 20.900 3.355 Vel= 11.21 0.0 77.64 25.397 K Factor= 15.41 6B 25.61 1.682 0.0 12.000 20.912 K Factor=5.60 to 120.0 0.0 0.0 0.0 7B 25.61 0.0206 0.0 12.000 0.247 Vel = 3.70 7B 25.76 1.682 0.0 12.000 21.159 K Factor=5.60 to 120.0 0.0 0.0 0.0 8B 51.37 0.0748 0.0 12.000 0.897 Vel = 7.42 8B 26.30 1.682 1 T 9.9 11.000 22.056 K Factor=5.60 to 120.0 0.0 9.900 0.0 11 B 77.67 0.1607 0.0 20.900 3.358 Vel= 11.21 0.0 77.67 25.414 K Factor= 15.41 9B 28.08 1.682 IT 9.9 1.000 25.147 K Factor=5.60 to 120.0 0.0 9.900 0.0 11 B 28.08 0.0245 0.0 10.900 0.267 Vel = 4.05 0.0 28.08 25.414 K Factor= 5.57 10B 12.21 2.157 0.0 10.660 25.397 to 120.0 0.0 0.0 0.0 11 B 12.21 0.0016 _ 0.0 10.660 0.017 Vel = 1.07 11 B 105.75 2.157 1 E 6.153 60.500 25.414 to 120.0 IT 12.307 18.460 -3.032 B 117.96 0.1036 0.0 78.960 8.182 Vel= 10.36 0.0 117.96 30.564 K Factor= 21.34 2B 93.06 2.157 4E 24.613 92.000 25.664 to 120.0 IT 12.307 36.920 -3.032 C 93.06 0.0668 0.0 128.920 8.616 Vel= 8.17 0.0 93.06 31.248 K Factor= 16.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 7 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ...."" Notes *" " Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 -10.83 1.682 1 T 9.9 1.330 31.213 to 120.0 0.0 9.900 7.146 2 -10.83 -0.0042 0.0 11.230 -0.047 Vel = 1.56 2 0.0 1.682 1 E 4.95 43.000 38.312 to 120.0 0.0 4.950 -7.722 3 -10.83 -0.0042 0.0 47.950 -0.201 Vel = 1.56 3 0.0 1.682 0.0 7.500 30.389 to 120.0 0.0 0.0 0.0 4 -10.83 -0.0043 0.0 7.500 -0.032 Vel = 1.56 4 0.0 1.682 0.0 10.000 30.357 to 120.0 0.0 0.0 0.0 5 -10.83 -0.0042 0.0 10.000 -0.042 Vel = 1.56 5 0.0 1.682 0.0 10.000 30.315 to 120.0 0.0 0.0 0.0 6 -10.83 -0.0042 0.0 10.000 -0.042 Vel = 1.56 6 0.0 1.682 0.0 10.000 30.273 to 120.0 0.0 0.0 0.0 7 -10.83 -0.0042 0.0 10.000 -0.042 Vel = 1.56 7 0.0 1.682 1 E 4.95 33.180 30.231 to 120.0 0.0 4.950 0.0 8 -10.83 -0.0042 0.0 38.130 -0.160 Vel = 1.56 8 0.0 1.682 1 T 9.9 1.330 30.071 to 120.0 0.0 9.900 0.576 9 -10.83 -0.0042 0.0 11.230 -0.047 Vel = 1.56 0.0 -10.83 30.600 K Factor= -1.96 10 -10.90 1.682 1 T 9.9 1.330 31.215 to 120.0 0.0 9.900 -0.576 11 -10.9 -0.0043 0.0 11.230 -0.048 Vel = 1.57 11 0.0 1.682 1 E 4.95 43.000 30.591 to 120.0 0.0 4.950 0.0 12 -10.9 -0.0042 0.0 47.950 -0.203 Vel = 1.57 12 0.0 1.682 0.0 7.500 30.388 to 120.0 0.0 0.0 0.0 13 -10.9 -0.0043 0.0 7.500 -0.032 Vel = 1.57 13 0.0 1.682 0.0 10.000 30.356 to 120.0 0.0 0.0 0.0 14 -10.9 -0.0043 0.0 10.000 __ -0.043 Vel = 1.57 14 0.0 1.682 0.0 10.000 30.313 to 120.0 0.0 0.0 0.0 15 -10.9 -0.0042 0.0 10.000 -0.042 Vel = 1.57 15 0.0 1.682 0.0 10.000 30.271 to 120.0 0.0 0.0 0.0 16 -10.9 -0.0043 0.0 10.000 -0.043 Vel = 1.57 16 0.0 1.682 1 E 4.95 33.180 30.228 to 120.0 0.0 4.950 0.0 17 -10.9 -0.0042 0.0 38.130 -0.162 Vel = 1.57 17 0.0 1.682 1 T 9.9 1.330 30.066 to 120.0 0.0 9.900 0.576 18 -10.9 -0.0042 0.0 11.230 -0.047 Vel = 1.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 8 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 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 -10.90 30.595 K Factor= -1.97 19 -11.15 1.682 1 T 9.9 1.330 31.222 to 120.0 0.0 9.900 -0.576 20 -11.15 -0.0045 0.0 11.230 -0.050 Vel = 1.61 20 0.0 1.682 1 E 4.95 50.250 30.596 to 120.0 0.0 4.950 0.0 21 -11.15 -0.0044 0.0 55.200 -0.245 Vel = 1.61 21 0.0 1.682 0.0 10.000 30.351 to 120.0 0.0 0.0 0.0 22 -11.15 -0.0044 0.0 10.000 -0.044 Vel= 1.61 22 0.0 1.682 0.0 10.000 30.307 to 120.0 0.0 0.0 0.0 23 -11.15 -0.0044 0.0 10.000 -0.044 Vel= 1.61 23 0.0 1.682 0.0 10.000 30.263 to 120.0 0.0 0.0 0.0 24 -11.15 -0.0045 0.0 10.000 -0.045 Vel= 1.61 24 0.0 1.682 1 E 4.95 33.180 30.218 to 120.0 0.0 4.950 0.0 25 -11.15 -0.0044 0.0 38.130 -0.169 Vel = 1.61 25 0.0 1.682 1 T 9.9 1.330 30.049 to 120.0 0.0 9.900 0.576 26 -11.15 -0.0044 0.0 11.230 -0.049 Vel= 1.61 0.0 -11.15 30.576 K Factor= -2.02 27 -9.53 1.682 1 T 9.9 1.330 31.237 to 120.0 0.0 9.900 -0.576 28 -9.53 -0.0033 0.0 11.230 -0.037 Vel= 1.38 28 0.0 1.682 2E 9.9 113.660 30.624 to 120.0 0.0 9.900 0.0 29 -9.53 -0.0033 0.0 123.560 -0.410 Vel= 1.38 29 0.0 1.682 1 T 9.9 1.330 30.214 to 120.0 0.0 9.900 0.576 30 -9.53 -0.0033 0.0 11.230 -0.037 Vel = 1.38 0.0 -9.53 30.753 K Factor= -1.72 31 -8.73 1.682 1 T 9.9 1.330 31.367 to 120.0 0.0 9.900 -0.576 32 -8.73 -0.0028 0.0 11.230 -0.031 Vel= 1.26 32 0.0 1.682 2E 9.9 113.660 30.760 to 120.0 0.0 9.900 0.0 33 -8.73 -0.0028 0.0 123.560 -0.348 Vel= 1.26 33 0.0 1.682 1 T 9.9 1.330 30.412 to 120.0 0.0 9.900 0.576 34 -8.73 -0.0028 0.0 11.230 -0.032 Vel= 1.26 0.0 -8.73 30.956 K Factor= -1.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 9 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 35 -9.57 1.682 1 T 9.9 1.330 31.605 to 120.0 0.0 9.900 -0.576 36 -9.57 -0.0033 0.0 11.230 -0.037 Vel = 1.38 36 0.0 1.682 2E 9.9 113.660 30.992 to 120.0 0.0 9.900 0.0 37 -9.57 -0.0033 0.0 123.560 -0.413 Vel= 1.38 37 0.0 1.682 1 T 9.9 1.330 30.579 to 120.0 0.0 9.900 0.576 38 -9.57 -0.0033 0.0 11.230 -0.037 Vel = 1.38 0.0 -9.57 31.118 K Factor= -1.72 39 -11.03 1.682 1 T 9.9 1.330 31.873 to 120.0 0.0 9.900 -0.576 40 -11.03 -0.0044 0.0 11.230 -0.049 Vel= 1.59 40 0.0 1.682 2E 9.9 113.660 31.248 to 120.0 0.0 9.900 0.0 41 -11.03 -0.0043 0.0 123.560 -0.536 Vel = 1.59 41 0.0 1.682 1 T 9.9 1.330 30.712 to 120.0 0.0 9.900 0.576 42 -11.03 -0.0044 0.0 11.230 -0.049 Vel = 1.59 0.0 -11.03 31.239 K Factor= -1.97 43 -12.98 1.682 1T 9.9 1.330 32.178 to 120.0 0.0 9.900 -0.576 44 -12.98 -0.0059 0.0 11.230 -0.066 Vel = 1.87 44 0.0 1.682 2E 9.9 113.660 31.536 to 120.0 0.0 9.900 0.0 45 -12.98 -0.0059 0.0 123.560 -0.725 Vel = 1.87 45 0.0 1.682 1 T 9.9 1.330 30.811 to 120.0 0.0 9.900 0.576 46 -12.98 -0.0059 0.0 11.230 -0.066 Vel = 1.87 0.0 -12.98 31.321 K Factor= -2.32 47 -15.30 1.682 1 T 9.9 1.330 32.528 to 120.0 0.0 9.900 -0.576 48 -15.3 -0.0079 0.0 11.230 -0.089 Vel = 2.21 48 0.0 1.682 2E 9.9 113.660 31.863 to 120.0 0.0 9.900 0.0 49 -15.3 -0.0080 0.0 123.560 -0.983 Vel = 2.21 49 0.0 1.682 1 T 9.9 1.330 30.880 to 120.0 0.0 9.900 0.576 50 -15.3 -0.0079 0.0 11.230 -0.089 Vel = 2.21 0.0 -15.30 31.367 K Factor= -2.73 51 -17.95 1.682 1 T 9.9 1.330 32.942 to 120.0 0.0 9.900 -0.576 52 -17.95 -0.0107 0.0 11.230 -0.120 Vel= 2.59 52 0.0 1.682 2E 9.9 113.660 32.246 to 120.0 0.0 9.900 0.0 53 -17.95 -0.0107 0.0 123.560 -1.320 Vel = 2.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 10 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 53 0.0 1.682 1 T 9.9 1.330 30.926 to 120.0 0.0 9.900 7.722 54 -17.95 -0.0107 0.0 11.230 -0.120 Vel= 2.59 0.0 -17.95 38.528 K Factor= -2.89 9 -10.83 2.635 0.0 11.330 30.600 to 120.0 0.0 0.0 0.0 18 -10.83 -0.0004 0.0 11.330 -0.005 Vel= 0.64 18 -10.89 2.635 0.0 11.330 30.595 to 120.0 0.0 0.0 0.0 26 -21.72 -0.0017 0.0 11.330 -0.019 Vel = 1.28 26 -11.16 2.635 0.0 3.000 30.576 to 120.0 0.0 0.0 0.0 B -32.88 -0.0040 0.0 3.000 -0.012 Vel= 1.93 B 117.96 2.635 0.0 8.833 30.564 to 120.0 0.0 0.0 0.0 30 85.08 0.0214 0.0 8.833 0.189 Vel= 5.01 30 -9.53 2.635 0.0 11.833 30.753 to 120.0 0.0 0.0 0.0 34 75.55 0.0172 0.0 11.833 0.203 Vel= 4.44 34 -8.73 2.635 0.0 11.833 30.956 to 120.0 0.0 0.0 0.0 38 66.82 0.0137 0.0 11.833 0.162 Vel= 3.93 38 -9.57 2.635 0.0 11.833 31.118 to 120.0 0.0 0.0 0.0 42 57.25 0.0102 0.0 11.833 0.121 Vel= 3.37 42 -11.03 2.635 0.0 11.833 31.239 to 120.0 0.0 0.0 0.0 46 46.22 0.0069 0.0 11.833 0.082 Vel= 2.72 46 -12.98 2.635 0.0 7.500 31.321 to 120.0 0.0 0.0 0.0 A 33.24 0.0037 0.0 7.500 0.028 Vel= 1.96 A 0.0 2.635 0.0 4.833 31.349 to 120.0 0.0 0.0 0.0 50 33.24 0.0037 0.0 4.833 0.018 Vel= 1.96 50 -15.29 2.635 0.0 12.000 31.367 to 120.0 0.0 0.0 7.146 54 17.95 0.0012 0.0 12.000 0.015 Vel= 1.06 0.0 17.95 38.528 K Factor= 2.89 1 10.83 3.26 0.0 11.330 31.213 to 120.0 0.0 0.0 0.0 10 10.83 0.0002 0.0 11.330 0.002 Vel = 0.42 10 10.89 3.26 0.0 11.330 31.215 to 120.0 0.0 0.0 0.0 19 21.72 0.0006 0.0 11.330 0.007 Vel= 0.83 19 11.16 3.26 0.0 11.833 31.222 to 120.0 0.0 0.0 0.0 27 32.88 0.0013 0.0 11.833 0.015 Vel= 1.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams STATEWIDE FIRE PROTECTION Page 11 NORTHERN GROW LLC. CALC AREA#3 .2/900 Date 7-3-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """ Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 27 9.53 3.26 0.0 5.200 31.237 to 120.0 0.0 0.0 0.0 C 42.41 0.0021 0.0 5.200 0.011 Vel= 1.63 C 93.05 3.26 0.0 6.660 31.248 to 120.0 0.0 0.0 0.0 31 135.46 0.0179 0.0 6.660 0.119 Vel= 5.21 31 8.73 3.26 0.0 11.833 31.367 to 120.0 0.0 0.0 0.0 35 144.19 0.0201 0.0 11.833 0.238 Vel = 5.54 35 9.57 3.26 0.0 11.833 31.605 to 120.0 0.0 0.0 0.0 39 153.76 0.0226 0.0 11.833 0.268 Vel = 5.91 39 11.03 3.26 0.0 11.833 31.873 to 120.0 0.0 0.0 0.0 43 164.79 0.0258 0.0 11.833 0.305 Vel= 6.33 43 12.98 3.26 0.0 11.833 32.178 to 120.0 0.0 0.0 0.0 47 177.77 0.0296 0.0 11.833 0.350 Vel= 6.83 47 15.29 3.26 0.0 12.000 32.528 to 120.0 0.0 0.0 0.0 51 193.06 0.0345 0.0 12.000 0.414 Vel = 7.42 51 17.95 3.26 1 E 9.408 29.000 32.942 to 120.0 1 T 20.159 29.567 0.0 TR 211.01 0.0407 0.0 58.567 2.382 Vel = 8.11 TR 0.0 4.26 1 Zce 0.0 15.000 35.324 to 120.0 0.0 0.0 10.750 " Fixed loss =4.037 BR 211.01 0.0111 0.0 15.000 0.166 Vel = 4.75 BR 0.0 6.16 1 E 20.084 78.000 46.240 to 140.0 1 T 43.037 67.425 0.433 TEST 211.01 0.0014 1 G 4.304 145.425 0.200 Vel= 2.27 250.00 Qa= 250.00 461.01 46.873 K Factor= 67.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CITY OF ARLINGTON INSPECTION CARD No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: NORTHERN GROW CONTRACTOR: STATEWIDE FIRE PROTECTION JOB ADDRESS: 19320 63RD AVENUE NE LOT NUMBER TYPE GROUP NATURE of WORK: FIRE SPRINKLER USE of BUILDING: 1-502 PERMIT No: BLD-1572 DATE ISSUED: INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS FOOTING BUILDING FOUNDATION (360)403-3417 UNDERFLOOR SHEARWALL PLUMBING(groundwork) ROUGH PLUMBING GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATION WALLBOARD(SHEAR/RATED WALLS) CEILING GRID STRUCTURALSLAB CROSS CONNECTION CONTROL IN PREMISE PUBLIC WORKS GRADING (360)403-3457 TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING,SIGNAGE&MARKINGS LANDSCAPING PLANNING CONDITIONS ONSITE UTILITIES WATER ONSITE UTILITIES SEWER Sewer OFFSITE UTILITIES WATER (360)403-3508 OFFSITE UTILITIES SEWER SEWER PRETREATMENT Water CROSS CONNECTION CONTROL PREMISE (360)403-3526 SIDE SEWER/CLEANOUT/FINAL WATER SERVICE INSTALLATION WATER SERVICE FINAL FIRE DEPARTMENT (360)403-3526 HYDRO/FLUSH (360)403-3607 UNDERGROUND"*INCL FDC (360)403-3607 FIRE ALARM /AUTOMATIC SPRINKLER (360)403-3417 HOOD SUPPRESSION SYSTEM (360)403-3607 FINAL FIRE WALK-THROUGH (360)403-3417 FINAL INSPECTION ALL SIGNATURE BLOCKS MUST BE COMPLETE ' ES-F-LF850L SPECIFICATIONFEBCO M3_ MasterSeriesO LF850 Double Check Valve Backf low Prevention Assemblies Size: 2'/2" - 10" The FEBCO MasterSeries LF850 Double Check Assembly is specifically designed to protect against possible backpressure and backsiphonage condi- tions for non-health hazard(i.e.,pollutant)application in accordance with Local Governing Water Utility Code.This Backflow Assembly is primarily used Model LF850 Double Check Assembly on potable drinking water systems where Local Governing Code mandates protection from non-potable quality water being pumped or siphoned back into the potable water system. The LF850 features Lead Free'construction to comply with low lead instal- Specifications lation requirements.The Lead Free"Double Check Assemblies shall comply The FEBCO MasterSeries LF850 Double Check Valve Assembly shall be with state codes and standards,where applicable,requiring reduced lead installed on the potable water supply and at each point of cross-connection content. to protect against possible backpressure and backsiphonage conditions for non-health hazard(i.e.,pollutant)applications.The assembly shall consist of Features a main line valve body composed of two(2)independently acting approved • Inline Serviceable Assembly clapper style check modules with replaceable seats and disc rubbers. Servicing of both check modules does not require any special tools and • No Special Tools Required for Servicing are accessed through independently top entry covers.This assembly shall • Captured Modular Spring Assembly be fitted with AWWA Compliant inletloutlet resilient seated shutoff valves; • Reversible&Replaceable Discs when used on a Fire-Sprinkler application,the assembly shall be fitted with approved UUFM inlet/outlet resilient seated shutoff valves and contain • Field Replaceable Seats four(4)properly located resilient seated test cocks as specified by AWWA • Ductile Iron Valve Body Design Standard C510.Flow and pressure loss performance parameters shall meet • Stainless Steel Check Components the requirements of AWWA Standard C510. • Winterization feature with disc retainers and valve body drain ports • Clapper Check Assembly • Commonality between 1 st&2nd Check Components • Captured 0-ring Design The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer.You are required to thoroughly read all installation instruc- tions and product safety information before beginning the installation of this product. Inquire with governing authorities for local installation requirements 'The wetted surface of this product contacted by consumable water contains less than 0.25%of lead by weight. Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative FEBCO product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- ments,please contact FEBCO.FEBCO 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 FEBCO products previously or subsequently sold. Options - Suffix Approvals—Standards OSY: UL/FM Approved OS&Y Gate Valves a Approved by the Foundation for Cross-Connection Control and Hydraulic (ANSI/AWWA C515 Compliant) Research at The University of Southern California(FCCCHR-USC) NRS: Non-Rising Stem Gate Valves • ASSE 1015 Listed (ANSI/AWWA C509 Compliant) • **UL Classified(US&Canada) LG: Less Shut-off valves;This is NOT an APPROVED ASSEMBLY . **FM Approved Example Ordering Descriptions: e IAPMO 4"LF850-OSY-Valve Assembly fitted with OS&Y Shutoff Valves e CSA Listed 4"LF850-NRS-Valve Assembly fitted with NRS Shutoff Valves e AWWA Standard C510 Compliant Assembly Flow Orientation: e End Connections:Compliant to ASME B16.1 Class 125&AWWA Class D Flange Horizontal&Vertical Up(2'/2"—10")-Approved by FCCCHR-USC,ASSE, **Assembly configured with UL/FM Approved OS&Y RW Gate Valves.Less cULus,FM,IAPMO,and CSA gate valve assemblies are not UUFM approved configurations. o �ASSIFj� .. S .� �� o NO A55E � o C UL US Approved 1015 B64.5 wow« Materials Pressure-Temperature Below is a general materials list of the Model LF850.All assemblies size 2'/2" Max.Working Pressure: 175psi(12.1 bar) through 10"is similar in materials and construction.Please contact your Min.Working Pressure: 1 Opsi(0.7 bar) local FEBCO Representative if you require further information. Main Valve Body: Ductile iron Grade 65-45-12 Hydrostatic Test Pressure: 350psi(24.1 bar) Coating: Fusion epoxy coated internal and external Hydrostatic Safety Pressure: 700psi(48.3 bar) AWWA C550 Temperature Range: 33°F-140°F(0.5°C-60°C)Continuous Shutoff Valves: NRS resilient wedge gate valves AWWA C509(Standard) OSY resilient wedge gate valves AWWA C515(UUFM) Check Seats: Stainless Steel Disc Holder: Stainless Steel Elastomer Disc: Silicone Spring: Stainless Steel Clamp: AWWA C606(10" Only) Test Cock#4 Test Cock#3 Second Spring First Spring Assembly Assembly Second Check Shutoff Valve WINZ, Check o Assembly o Shutoff Valve#2 sembly r 1 - Test Cock#1 Test Cock#2 Dimensions &Weights Below are the nominal dimensions and physical weights for the Model LF850 size 2'/2"through 10".Allowances must be made for normal manufactur- ing tolerances.Please visit our website to download a copy of this product's installation instructions,or contact your local FEBCO Representative for more information. r n r 0 0 E*** D** C Ir A F G UD 2� UAI o 0 LF850 SIZE DIMENSIONS WEIGHT'**" A B C D** E*" F G NRS OSY in. in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kg. lbs. kg. 21/2 403/4 1035 251/2 648 10 254 125A 321 16M 416 4�/2 114 7% 181 226 103 230 104 3 41'/a 1064 25% 651 10 254 12'/8 327 22'/4 565 4�/2 114 7% 187 252 114 256 116 4 461/4 1175 28 711 10% 257 143/e 365 231/4 591 5Y2 140 8% 206 311 141 323 147 6 56 1422 343/4 883 12Y4 324 18'/a 479 30Ys 765 61/2 165 9'/8 251 478 217 498 226 8 65 1651 413/4 1061 151A 397 23Y2 597 373/4 959 7 178 11 Ye 283 781 354 809 367 10 72% 1845 463/a 1 1178 155/a 1 397 271/2 699 48 1219 9 229 127/e 314 1179 535 1217 552 **Indicates nominal dimensions with NRS Gate Valves '**Indicates nominal dimensions with OSY Gate Valves(Full Open Position) ****Indicates weight of complete Backflow Assemblies with specified Gate Valves Performance Flow capacity chart identifies valve performance based upon rated water Velocity up to 20fps • Maximum service flow rate is determined by maximum rated Velocity of 7.5fps. • AWWA Manual M-22(Appendix C)recommends that the maximum water Velocity in the services be not more than 10fps. • UL flow rate is determined by typically rated Velocity of 15 feet/sec. Capacity 21h"LF850 6" LF850 psi Service Flow Rated Flow *UL Rated Flaw psi Service Flow Rated Flow *UL Rated Flow 22 18 20 16 18 14 16 12 o a o O J 14 12 O J 10 o 10 — — c 8 d B a LL 6 4 - -. 4 -2 2 - - 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350gpm 0 200 400 600 B00 1000 1200 1400 1600gpm 284 568 852 1136 Ipm 757 2271 3785 5300 Ipm 7.5 14.7 22.0 fps 7.5 11.4 17.0 fps 3" LF850 8" LF850 psi Service Flow Rated Flaw `UL Rated Flow psi Service Raw Rated Row "UL Rated Raw 22 1e 20 16 18 14 e 14 Q 12 o` c 12 c c 10 Vi 10 a= g - 4 2 2 0 p - 0 50 100 150 200 250 300 350 400 450 5W gpm 0 400 800 1200 1600 2000 2400 gpm 379 757 1136 1514 Ipm 1514 3028 4543 6057 7571 9085 Ipm 7.5 14.5 22.0 fps 7.5 10.5 15.3 fps 4" LF850 10" LF850 psi Service Flow Rated Flow *UL Rated Flow psi Service flow Rated Flew *UL Rated Flow 18 — 18 16 - 10 - - 14 14 12 12 OJ 10- OJ 10 0 0 8 c o 0 a 6 - 4 4 - 2 2 0 0 0 100 200 300 400 500 600 700 800gpm 0 600 1200 1800 2400 3000 3600 gpm 379 1136 1893 2650 Ipm 2271 4543 6814 9085 11356 13627 Ipm 7.5 12.8 19.1 fps 7.5 9.4 It'! fps FEBCO® w " @`ik A Watts Water Technologies Company USA: Tel:(800)767-1234•Fax:(800)788-4491 •FEBCOonline.com Canada: Tel:(905)332-4090•Fax:(905)332-7068•FEBCOonline.ca Latin America: (52)81-1001-8600•Fax:(52)81-8000-7091 • FEBCOonline.com ES-F-LF850L 1515 ©2015 FEBCO QUICK RESPONSE GL _WALV AUTOMATIC SPRINKLERS on ---- GL SERIES FIRE SPRINKLER CORPORATION UPRIGHT • PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION _ The Globe Quick Response GL Series Sprinklers area 011 i .R low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler I operation approximately six times faster than ordinary sprinklers. 1 While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable Stan- — dards. It offers the additional feature of greatly increased safe- QUICK RESPONSE UPRIGHT CONVENTIONAL ty to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuat- ing assembly is a hermetically sealed frangible glass ampule that ` contains a precisely measured amount of fluid. When heat is ab- sorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distrib- QUICK RESPONSE uted in an approved pattern depending upon the deflector style PENDENT VERTICAL used. SIDEWALL TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) • Water Working Pressure Rating - 175 psi (12 Bars) -..� • Factory tested hydrostatically to 500 psi (34 Bars) • Maximum low temperature glass bulb rating is -67°F (-55°C) QUICK RESPONSE • Frame - bronze Deflector- brass Screw- brass HORIZONTAL LPC/CE • Lodgement Wire - stainless steel Bulb seat- copper SIDEWALL HORIZONTAL • Spring - nickel alloy Seal - teflon SIDEWALL • Bulb - glass with alcohol based solution, 3mm size SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A.MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY ORANGE/RED INTERMEDIATE 175"F/200"F J P9"C/93"C YELLOW/GREEN 150T 66" HIGH 286"F 141"C BLUE 225"F 7"C APR 2017 GFS-100a(Formerly A-20) QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) SPECIFICATIONS _ NOMINAL"K"FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (40 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) 4.2 (60 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Factory Bronze 5.6 (80 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Chrome White Polyester3 8.0 (115 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Black Polyester2,3 8.0 (115 metric) 3/4"NPT (20mm) 2 7/16" (6.2cm) NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16". 2FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED COROSION RESISTANT WHEN SPECIFIED ON ORDER APPROVALS SIN K TEMPERATURE NYC-DOB STYLE MODEL FACTOR HAZARD' r(57-C) °F 175°F 200°F 286°F cULus FM LPC CE MEA 101-92-E C) (79°C) (93°C) (141°C) GL2815 2.8 LH X X X X — -- — X GL4215 4.2 LH X X X X — -- — X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 8.0* LH/OH X X X X X X -- --- - X GL8118 8.0 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X -- -- — X GL4201 4.2 LH X X X X X X --- -- - X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 8.0* LH/OH X X X X X X — -- — X GL8106 8.0 LH/OH l X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X — — — SIDEWALLt GL8133 8.0 LH X X X X X X --- -- -- — GL2826§ 2.8 LH X X X X X X — -- — X HORIZONTAL GL4226§ 4.2 LH X X X X X X — -- — X SIDEWALL GL5626§ 5.6 LH/OH X X X X X X X -- -- X i GL5627a 5.6 LH/OH X X X X X — — X X — GL8127§ 8.0 LH/OH X X X X X X — -- — -- I CONVENTIONAL L GL8125 8.0 LH/OH X X X X X — -- X XJ` — 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6"BELOW THE CEILING. alNSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN.SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING OR ORDINARY HAZARD LH:LIGHT HAZARD *1/2"NPT ORDERING INFORMATION GLOBE® PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured Quantity Model Number Style Orifice products found to be defective in material or workmanship for a Thread Size Temperature Finishes desired period of one year from date of shipment. Quantity-Wrenches- P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions of Sale(Our Price List). 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 FAX 989-846-9231 GL13E 1-800-248-0278 www.globesphnkler.com FIRE SPRINKLER CORPORATION APR 2017 PRINTED U.S.A. GFS-100a(Formerly A-20) PIPE RINGS (_W)AWIL Fig. 69 Adjustable Swivel Ring, Tapped Per NFPA Standards Size Range:'/2"through 8" Material:Carbon steel Finish:Strap is Pre-Galvanized Zinc Material. Nut is Zinc Plated. Service:Recommended for suspension of non-insulated stationary pipe line. ' Maximum Temperature:450'F Approvals:Complies with Federal Specification A-A-1192A(Type 10), WW-H-171-E(Type 10), and ANSI/MSS SP-58(Type 10).UL Listed and FM Approved(Sizes'/4"-8"). Features: • '/2"-2"sizes designed for use with steel and CPVC piping and manufactured with FBC System Compatible oil. • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the'/2"through 6"sizes.The capture is permanent in the bottom f' portion of the band,allowing the hanger to be opened during installation if desired,but not allowing the nut to fall completely out. Ordering:Specify size,figure number and name. /i'through 2"Size Rounded Edge Design Non-captured nut also available upon request. y —n JAr- Cn ST R F uSTED APPROVED F C B q. F BNF C rt �i- G G G '/2"through 1"pipe 1'/4'through 2"pipe 21/2"through 8"pipe FIG. 69: LOADS (LBS) . WEIGHT (LBS) • DIMENSIONS (IN) Pipe Size Max Load Weight Rod Size B C F Width 1/2 0.10 27A 2 1'/16 % 0.10 23/4 17/6 1 5/16 1 300 0.10 2'/16 111/1 6 1 5 11/4 0.10 25/a 1'A 7/s �e 11/2 0.10 % 23/4 1 7 A 2 0.11 31/4 2% 11/8 21/2 525 0.20 4 2% 15/16 3 0.20 313/16 215/16 13/6 4 650 0.30 411/16 313/1s 5 0.54 55/6 43/s 19/16 3/4 2'/z"through 8"Size 6 1,000 0.65 1/2 6l1/6 51/16 21/4 8 1 1.00 1 89/1 6 7'/16 31/4 PROJECTAPPROVAL ST1 Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-3.17 SWAY BRACE - SEISMIC Fig. 775 Lateral /Longitudinal Brace Clamp Size Range:Service Pipe:2'/2"through 8"Sch.10 and Sch.40 IPS Service Pipe:2'/2"through 6"Flow Pipe OPA-2804-10 Brace Pipe:1"or 1'/4"Sch.40 IPS c U� FM Material:Carbon steel clamp,ductile iron brace connector usrEo us APPROVED Finish: Plain or Zinc Plated Service:Used to rigidly brace piping systems subjected to sway and seismic disturbances.Pipe clamp component of Anvil's 700 series sway brace assembly. Can be utilized as either a lateral brace clamp or a longitudinal brace clamp. Approvals:UL and ULC Listed(UL 203A:2009),and FM Approved(FM 1950:2010). Complies with seismic bracing requirements of NFPA-13.Office of Statewide Health Planning and Development(OSHPD)State of California approved. r Features: • No threading of bracing pipe • Functions as a lateral or longitudinal brace clamp Installation Instructions: 1. Installation of the pipe must be at a minimum 6"away from a pipe joint. 2. Position pipe clamp at desired location and loosely tighten the clamp hex bolts.Ensure that the spacer and brace pipe connector are positioned between the pipe clamp ears. 3. Place the Schedule 40 brace pipe into the brace pipe connector until it bottoms out. 4. Tighten shear bolt until the head shears off.Then position the brace pipe to the appropriate angle.The use of an impact wrench is not recommended. 5. Tighten the pipe clamp hex bolts equally and alternately until metal-to-metal contact is achieved with the following torque values.Clamp Bolt Minimum Torque Values:2'/2"thru 3"Dia.Clamps(80 Ft-Lbs),4"&5"Dia.Clamps(100 Ft-Lbs), 6"Dia.Clamp(120 Ft-Lbs),8"Dia.Clamp(140 Ft-Lbs), 6. Note: For 6"and 8"service pipe,a thread lubricant such as Gruvlok®Xtreme Lubricant should be used to ease assembly of pipe clamp hex bolts and nuts. Ordering:Specify service pipe diameter x brace pipe diameter,figure number, name and finish. 1"or 11/4" Sch.40 Brace Pipe 1"or 1114"Sch.40 Brace Pipe oe- Shear Bolt Spacer Locations " Lateral Brace Orientation Longitudinal Brace Orientation (Brace Pipe Perpendicular to Service Pipe Axis) (Brace Pipe Parallel to Service Pipe Axis) PROJECTi APPROVAL i Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.15 SWAY BRACE - SEISMIC ! Fig. 775 Lateral /Longitudinal Brace Clamp (cont.) +—J B Shear Boll Y L FIG. 775:WEIGHT (LBS) • DIMENSIONS (IN) FIG. 775 FM MAX LOAD: J Y Weight LOADS(LBS)• DIMENSIONS(IN)•ANGLES(DEGREES) Service Pipe B L Brace Pipe Brace Pipe Brace Pipe Service Pipe Size Brace FM Max Load** Size 1" 11/a" J.,&11/4" T. 11/a 0"or 11/4"Brace Pipe) Angle*** Sch.10 Flow Pipe Sch.40 21/2 23/8 6 2.19 2.54 30-44 1300 1500 3 23/4 63/4 2.36 2.71 45-59 2100 2200 4 3'/2 81/2 2.62 2.97 2/2 60-74 2300 1600 5 4 91/2 2.85 2.98 1.38 3.74 4.09 75-90 2600 1800 6 08 111/2 6.32 1 6.67 30-44 1300 1500 8 6 133/4 7.42 1 7.77 3 45-59 2100 2200 60-74 2300 1600 75-90 2600 1800 FIG. 775 UL MAX LOAD: 30-44 1200 1500 LOADS (LBS) DIMENSIONS (IN) 4 45-59 1800 1000 60-74 1600 900 Service Pipe Size UL Max Load* 75-44 1800 1500 1"or 11/4"Brace Pie Sch.10/Sch.40 30-59 2100 2200 p ) 45-59 2100 2200 21/2 5 60-74 2300 1600 3 1000 75-90 2600 1800 4 30-44 1500 1500 5 45-59 2100 2200 6 1600 6 60-74 2500 900 8 2015 75-90 2800 1000 30-44 1500 — 45-59 2200 — Notes: 8 60-74 2700 1 — l. For fire protection installations-sway braces are intended to be installed in 75-90 3100 1 — accordance with NFPA-13 and Anvil's installations instructions and local codes. *See FM Approval guide for approved flow pipe. 2.The required type,number and size of fasteners used for the structural —The allowable FM approved capacity of brace subassemblies have been determined attachment fitting shall be in accordance with NFPA-13. by resolving the load rating to the horizontal direction and dividing by a safety factor of 1.5 to allow the values to be used directly for Allowable Stress Design. 3.To assure proper performance,installer is responsible for: For Load Resistance Factor Design(LRFD)capacities,the above values will need to a.Structural integrity of attachment member to safely handle load be multiplied by 1.5. requirements. ***Brace Pipe Angles are determined from vertical. b.Securely tightening the component on the brace pipe. 4.Anvil International®brand bracing components are designed to be compat- Disclaimer:Anvil International("Anvil")does not provide any warranties and ible ONLY with other Anvil International,,brand bracing components, specifically disclaims any liability whatsoever with respect to Anvil bracing resulting in a Listed seismic bracing assembly. products and components that are used in combination with products,parts or S. Updated UL listing information may be viewed at www.ul.com and FM systems not manufactured or sold by Anvil.In no event shall Anvil be liable for approvals may be viewed at www.fmglobat.com. any incidental,direct,consequential,special or indirect damages or lost profits where non-Anvil bracing components have been,or are used. For more detailed information on Anvil's Seismic Sway Brace for Fire Sprinkler Systems,see the 0SHPD Manual in the Catalog Section of the Anvil Website,www.anvilintl.comfliterature/catalogs.aspx Seis Brace®Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com PH-9.16 SWAY BRACE - SEISMIC 0-W , �, Fig, 771 Sway Brace Swivel Attachment Size Range:Brace Pipe:1"or V/4"Sch.40 IPS Service Line:1"through 8" OPA-2804-10 c@us <F > Material:Ductile iron,shear head bolts and hex head mounting bolt LISTED APPROVED Finish:❑Plain or❑Zinc Plated 4k Service:Used to rigidly brace piping systems subjected to sway and seismic disturbances. Brace pipe fitting component of Anvil's 700 series sway brace assembly.Functions as a sway brace attachment that is directly attached to Fig.772 Adjustable Beam Attachment, Fig.778 Bar Joist Attachment and Fig.779 Multi-Connector Adapter.Can be utilized as ay brace fitting for either a lateral brace or a longitudinal brace,that can be mounted on horizontal or vertical structures. Approvals:UL and ULC Listed(UL 203A:2009),and FM Approved(FM 1950:2010).Complies with seismic bracing requirements of NFPA-13.Office of Statewide Health Planning and Development(OSHPD)State of California approved. Features: • Requires no threading of bracing pipe • Sway brace fitting designed for concentric loadings of seismic connections and fasteners. Installation Instructions: 1. Mount Figure 771 Sway Brace Fitting to structure using suitable fasteners as defined by NFPA-13. 2. Place the Schedule 40 brace pipe into the brace pipe connector until it bottoms out. 3. Tighten shear bolt until the head shears off.The use of an impact wrench is not recommended. 4. Then position the brace pipe to the appropriate angle. 5. Ensure that the brace fitting hex bolt is tightened to a minimum torque value of 40 Ft-Lbs. Ordering:Specify brace pipe diameter,figure number,name and finish. Fig.778 Fig.771 Sway Brace Swivel Attachment Fig.771 Sway Brace Swivel Attachment 1"or 11/4"Sch.40 Brace Pipe 1"or 11/4"Sch.40 Brace Pipe Fig.770 Q Brace Clamp ` Fig.776 Brace Clamp Typical Assembly Typical Assembly (Bar)oist) PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-8.16 SWAY BRACE - SEISMIC (-W)ANVIL Fig, 771 Sway Brace Swivel Fitting (cont.) Y Socket Depth a "A" Mounting Bolt Dia. H G3� L FIG.771:WEIGHT(LBS)• DIMENSIONS (IN) Brace Pipe Diameter Bolt Diameter H L W Y Weight Sch. 40 A 1.95 11/4 '/z 2.85 2.98 1.65 1.69 1.38 2.28 FIG. 771 FM MAX LOADS: FIG. 771 UL MAX LOADS: LOADS(LBS)•DIMENSIONS(IN)•ANGLES(DEGREES) LOADS (LBS) a DIMENSIONS (IN) Brace Pipe Diameter Brace Angle" FM Max Load Brace Pipe Diameter UL Sch. 40 Sch. 40 Max Load 30°-44° 1800 1 and 11/4 2765 1 and 1'/4 45`-59' 2500 60'-74' 3100 Disclaimer:Anvil International("Anvil")does not provide any warranties and 75'-90' 3400 specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products,parts or "Brace Pipe Angles are determined from vertical. systems not manufactured or sold by Anvil.In no event shall Anvil be liable for The allowable FM approved capacity of brace subassemblies have been determined any incidental,direct,consequential,special or indirect damages or lost profits by resolving the load rating to the horizontal direction and dividing by a safety factor of where non-Anvil bracing components have been,or are used. 1.5 to allow the values to be used directly for Allowable Stress Design. For Load Resistance Factor Design(LRFD)capacities,the above values will need to be multiplied by 1.5. Notes: 1. For fire protection installations-sway braces are intended to be installed in accordance with NFPA-13 and Anvil's installations instructions and local codes. 2.The required type,number and size of fasteners used for the structural attachment fitting shall be in accordance with NFPA-13. 3.To assure proper performance,installer is responsible for: a.Structural integrity of attachment member to safely handle load requirements. b.Securely tightening the component on the brace pipe. 4.Anvil Internationale brand bracing components are designed to be compatible ONLY with other Anvil Internationale brand bracing components,resulting in a Listed seismic bracing assembly. 5. Updated UL listing information may be viewed at www.ul.com and FM approvals may be viewed at www.fmglobal.corn. For more detailed information on Anvil's Seismic Sway Brace for Fire Sprinkler Systems,see the OSHPD Manual in the Catalog Section of the Anvil Website,www.anvilintl.com/literature/catalogs.aspx Seis Brace®Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com PH-9.16 SWAY BRACE - SEISMIC 0-W , v� Q Brace Clamp Size Range:Service Pipe:I"through 6'Sch.10 and Sch.40 IPS UL and FM Approved Service Pipe:1"through 6'Flow Pipe FM Approved Brace Pipe:T'or l'/4"Sch.40 IPS Material:Carbon steel Finish:Brace Rod:Plain,Channel Bracket:Zinc Plated Service:Used to rigidly brace piping systems subjected to sway and seismic disturbances. Pipe clamp component of Anvil's 700 series sway brace assembly.Primarily a lateral brace clamp and applicable as a riser/four way brace. Approvals:UL and ULC Listed(UL 203A:2009),and FM Approved(FM 1950:2010). Complies with seismic bracing requirements of NFPA-13.Office of Statewide Health Planning and Development(OSHPD)State of California approved. Features: OPA-2804-10 • Used to brace schedules 10 IPS,40 IPS(UL and FM),and Sch.7 IPS flow pipe(FM). Field adjustable design requires no threading of bracing pipe c@us FM • Can be used as a component of a four-way brace support USTIM APPROVED • Functions as a lateral brace application Installation Instructions: 1. Minimum brace pipe extension 2"beyond channel bracket or brace clamp rod end.Note:6"sizes are supplied with retaining plate that assembles between sprinkler system pipe and brace pipe.Not required for FM applications. 2. The brace clamp channel bracket can be installed inside or outside the service pipe at the end of the brace pipe. 3. The Q brace clamp must be a minimum of 6"away from a pipe joint in order to not weaken the pipe joint. 4. Riser/4-way brace-The Q brace clamps must be installed within 6"of each other. 5. Adjust brace angle as necessary. 6. Tighten hex nuts until spring indicating clip is completely flattened and the required torque of 14 Ft-Lbs is achieved.For sizes 2"-S;4'x T;5"x T;and 6"continue tightening to a torque of 16 Ft-Lbs. Ordering:Specify service pipe diameter,brace pipe diameter,figure number,name and finish. Fig.771 Sway Brace Swivel Attachment Notes: 1. For fire protection installations-sway braces are intended to be installed in v accordance with NFPA-13 and Anvil's installations instructions and local codes. 2.The required type,number and size of fasteners used for the structural attachment fitting shall be in accordance with NFPA-13. V or 1' 3.To assure proper performance,installer is responsible for: Sch.40 Brace Pipe a.Structural integrity of attachment member to safely handle load requirements. Rod End b.Securely tightening the component on the brace pipe. 4.Anvil Intemational®brand bracing components are designed to be compatible Fig.770 ONLY with other Anvil International®brand bracing components,resulting in Channel Bracket 0 Brace Clamp a Listed seismic bracing assembly. (shown outside service pipe) 5. Updated UL listing information may be viewed at www.ul.com and FM Indicator Clip approvals may be viewed at www.fmg[obal.com 2"Min. Typical Assembly (Brace Pipe Below Service Pipe) PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-9.16 SWAY BRACE - SEISMIC (_W)AWIL Fig. 770 Q Brace Clamp (cont.) FIG. 770 FM MAX LOAD: LOADS(LBS)•DIMENSIONS(IN)-ANGLES(DEGREES) o O Service Pipe Size Brace FM Max Load**(Horizontal) 0 or 11/4"Brace Pipe) Angle*** Sch.10 Flow Pipe Sch.40 30-44 1110 250 1 45-59 1500 360 60-74 1900 440 75-90 2100 500 30-44 570 250 1114 45-59 810 360 60-74 1000 440 Plain View 75-90 1100 500 30-44 570 250 11/2 45-59 810 360 60-74 1000 440 75-90 1100 500 30-44 570 250 2 45-59 810 360 60-74 1000 440 75-90 1100 500 f 30-44 570 250 o �( 45-59 810 360 Max. 6" 2/z 60-74 1000 440 75-90 1100 500 30-44 570 250 3 45-59 810 360 60-74 1000 440 75-90 1100 500 30-44 760 410 Elevated View 4 45-59 1070 590 60-74 1320 720 75-90 1470 800 Riser/4-Way Brace Assembly 30-44 760 410 5 45-59 1070 590 60-74 1320 720 75-90 1470 800 FIG. 770 UL MAX LOAD: 30-44 770 450 LOADS(LBS)•WEIGHT(LBS)- DIMENSIONS(IN) 6 45-59 1090 630 60-74 1340 780 UL Weight 75-90 1490 870 Service Max Load *See FM Approval guide for approved flow pipe. Pipe Size Sch.10 1" 11/4' The allowable FM approved capacity of brace subassemblies have been determined Sch.40 Brace Pipe Brace Pipe by resolving the load rating to the horizontal direction and dividing by a safety factor 1 A B 82 87 of 1.5 to allow the values to be used directly for Allowable Stress Design. 11/4 B .86 90 For Load Resistance Factor Design(LRFD)capacities,the above values will need to be multiplied by 1.5. 11/2 B .90 .95 `**Brace Pipe Angles are determined from vertical. 2 B 1000 .96 1.00 21/2 1.02 1.06 FIG. 770: TORQUE VALUE (FT-LBS) 3 1.09 1.13 4 1.23 1.26 Service Pipe Size Torque Value 5 1.32 Not Listed 6 1600 1.49 1.53 1 thru 1112,4 x 1'/4 5 x 1'/a 14 A-Schedule 40 only. 2 thru 3 4 x 1 5 x 1 6 16 B-UL Listed as a restraint and sway brace. For more detailed information on Anvil's Seismic Sway Brace for Fire Sprinkler Systems,see the 0SHPD Manual in the Catalog Section of the Anvil Website,www.anvilintl.com/literature/catalogs.aspx Seis Brace®Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com Disclaimer:Anvil International("Anvil")does not provide any warranties and specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products,parts or systems not manufactured or sold by Anvil.In no event shall Anvil be liable for any incidental, direct,consequential,special or indirect damages or lost profits where non-Anvil bracing components have been,or are used. PH-9.16 BEAM CLAMPS 0-WAWAL Fig. 86: C-Clamp with Set Screw and Lock Nut C-Clamp Size Range:3/8"through 3/4" Material:Malleable iron clamp;hardened steel cup point set screw. Finish:❑Plain or❑Zinc Plated(Hot-Dip Galvanized optional) Service:Recommended for attachment to"W"and"M"beams where thickness of flange Z does not exceed 0.75" When clamp is used with Fig.89 retaining clip,flange thickness may not exceed 0.61'. Approvals:Complies with Federal Specification A-A-1192A(Type 23), WW-H-777-E(Type 23), ANSI/MSS SP-69 and MSS SP-58(Type 23).UL,ULC Listed(Sizes 3/e';'/2"and'/4")and FM Approved(Sizes'/s"). Installation:Follow recommended set screw torque values per MSS-SP-69.The Fig.88 is only to be used on installations where the clamp cannot become dislodged from the beam. Features: • Malleable body assures: >. 1) Uniform quality and strength. r 2) Full thread engagement. • Hardened steel cup point set screw for securing to beam flange. • Ribbed design of clamp provides added strength. Ordering:Specify rod size,figure number,name, length of retaining clip,if desired. c @Us Fm (Add 2"to flange width of beam to arrive at proper length of retaining clip.) LISTED APPROVED If required length is not standard,order next longer standard. H E I � FIG.86:LOADS(LBS)•WEIGHT(LBS)•DIMENSIONS(IN)•TORQUE(IN-LBS) z Rod Size Torque Max C E H Weight + 3/4• A Value Load■ % 60 0.28 400 13/4 5/e 1% 1/2 60 0.31 Fig.89X� 5/a 60 440 0.42 2 3A 1'/2 A 3/a 60 500 '— ■ Maximum temperature of 450°F. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.15 i Permit#: 1572 Permit Date: 08/03/17 Permit Type: FIRE SPRINKLER Project Name: Northern Grow, LLC Applicant Name: Statewide Fire Protection, LLC Applicant Address: 20926 Lake Riley Road Applicant, City, State, Zip: Arlington,WA 98223 Contact: Kenneth Gong Phone: 206-295-8833 Email: kenhg@gmail.com Scope of Work: I-502 Valuation: 20000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 08/25/2017 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051500401200 19320 63rd Avenue NE CITY OF 431 Airports& ARLINGTON Flying Fields Contractors Contractor Primary Contact Phone Address Contractor Type License License# Statewide Fire 20926 Lake Riley CONSTRUCTION Protection,LLC Chip Brooks 360-618-2302 Road CONTRACTOR Labor&Industries STATEW831L7 Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 09/26/2017 Inspection Main line connection 09/26/2017 BUILDING Approved complete 09/21/2017 FS07.FIRE Sprinkler system rough in BUILDING Approved SPRINKLER FINAL complete Fire line piping pressure test R14.PLUMBING complete,air test only 09/21/2017 FINAL system not connected to 09/18/2017 Approved main line water at time of inspection. Plan Reviews Date Review Type Description Assigned To Review Status 08/03/2017 FIRE SPRINKLER z.Rick Karns Fees Fee Description Notes Amount Fire System Plan Review Table 4-1 4.5 HR @$80 PER $360.00 Fire Sprinkler System Commercial NFPA 13/13R $553.73 Processing/Technology $25.00 Total $938.73 Attached Letters Date Letter Description 08/17/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 08/25/2017 Kenneth Gong 66072363 cc $938.73 Outstanding Balance $0.00 Notes Date Note Created By: 08/03/2017 Sent to BHC for review-comments due 8/17/2017-1p Launa Black Uploaded Files Date File Name 09/26/2017 2653296-Northern grow fire line.JPG 08/25/2017 2557041-1572 Issued Permit.pdf 08/03/2017 2500122-1572 Northern Grow P.O.pdf 08/03/2017 2499625-1572 Application.pdf 08/03/2017 2499589-Calc Area#3.pdf 08/03/2017 2499590-Febco Submittal.pdf 08/03/2017 2499591-Globe Submittal.pdf 08/03/2017 2499592-Sprinkler Plan Set.pdf 08/03/2017 2499593-Tyco Submittal.pdf 08/03/2017 2499587-Calc Area#l.pdf 08/03/2017 2499588-Calc Area#2.pdf C Su Lr;t Sprinkler and Riser Northern Grow LLC 19320 63rd Ave NE Arlington WA 98223 Fire Sprinkler and Riser Review Notes System Coverage and Area #1, #2 and #3 Calculations Approved 1. Approved set of plans must be on site at the time of inspection. Failure to provide the approved set may result in a re-inspection fee. 2. All sprinkler piping and piping size approved. 3. All hangers and bracing approved and to be installed in accordance to NFPA 13. 4. FDC location needs to be with the approval of the local authority. 5. Jurisdiction may require permits for the following: A) Underground permit and inspection for supply line to double check valve. B) Fire alarm for monitoring of sprinkler system. 6. Certificate of completion to be supplied to the Fire Official. FIRE RECOMMENDATIONS: Considerations for testing and acceptance: 1. Testing should comply with NFPA 13 standards. Above ground piping hydrostatically tested at a minimum of 200 PSI for two hours. 2. Insure Fire hydrant location(s) for project, location to FDC and utility water supply. 3. Insure key box has been supplied for facility. 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PRESSURE GUAGE PIPE WITH BLACK CAST IRON CLASS 125 STANDARD SCREWED FITTINGS, 19320 63RD AVE. NEB. ALL PIPING W-4" IS TO BE BLACK SCHEDULE 10 STEEL ARLINIGTON, WA 98223 AND GROOVED FITTINGS 4 "DOUBLE 4, THE EXIST. BUILDING IS CONSTRUCTED OF COMBUSTIBLE CONSTRUCTION THROUGHOUT. DETECTOR CHECK 4" CHECK VALVE 5. ALL HANGERS ARE TO BE INSTALLED IN ACCORDANCE WITH NFPA 13. 6"x4"CONCENTRIC REDUCERS-11 6, ALL ABOVE GROUND PIPING IS TO BE HYDROSTATICALLY TESTED AT 200 PSI FOR A MINIMUM FLOOR OF 2 HOURS IN STRICT ACCORDANCE WITH NFPA 13, NEW 6" UNDERGROUND NEW 4"TO 7. SYSTEM IS DESIGNED PER NFPA 13 AND HYDRAULICALLY CALCULATED AT ,2/1500 AND ,2/900 NEW 4"SPRINKLER REMOTE YARD RISER RISER DETAIL F.D.C. 3/8"NUT AND WASHER LOCKING THREAD // DRILLS BOTH SIDES N.T.S. BEAM CLAMP CONNECTION 3HOLE FIG. 100 FLOW TEST 2X4 WOOD (min)—\ --,A �,+ 2" PIPE SCH/40AxL8HROEAD RODNEW 4" STATIC = 8O PSI SAMMY SUPER SCREW #GST 20 __UNDERGROUND RESIDUAL = 60 PSI SELF TAPPING FASTENER JA 3/a" NUTS&WASHERS 3/a"NUTS B WASHERSBOTH SIDESBOTH SIDES OI FLOW = 2.450 GPM FOR WORD, 1/4" X 2" RETAINING \ NO LOCK IEWAA 3/8-ALL IG.10L THREAD ROD o STRAP NUT REO'D / " r NEW 6"UNDERGROUND ' �ALL THREAD ROD NEW YARD F.D.C. 200 3/8"FORPIPET04" ,,—FIG.ADJUSTABLE r\ 1/2"FOR PIPE TO 6" ® ADJUSTABLE RING HANGER EXISTING 10"WATER 3/8" ALL THREAD ROD---- C" "X" J �—HANGER ADJUSTABLE RING 6 3 R D AVE. NE C-CLAMP HANGER PIPE TRAPEZE HANGER STRAP HANGER WITH RETAINER STRAP NUT/WASHER, ROD & RING PIPE NO SCALE "Z" PURLIN CONSTRUCTION 4" OR SMALLER PIPE SITE PLAN - N.T.S. HANGER #09S DETAIL, TYPICAL ROD TIGHT �ALL THREAD ROD TO PIPE 3/8"FOR PIPE TO 4" " 1/2"FOR PIPE TO 8" UPRIGHT SPRINKLER UPRIGHT SPRINKLER 2 ADJUSTABLE RING HEAD HEAD 1 i/2" BRANCHLINE HANGER 1 1/2"BRANCHLDIE 12 1 Z—PURLIN END OF BRANCHLINE HANGER Z—PURLIN ROOF ROOF NO SCALE EAVE I T rn OFFICE UPRIGHT SPRINKLER OPEN TO ABOVE 3 8'OSB HEAD 2 1/2"MAIN 3"MAIN / ' 1,-4„ 0 2"xB' WOOD 2"x8" WOOD I N o 3/8" NUT AND WASHER BOTH SIDES m LOADING/UN—LOADING T CORRIDOR °� p FIG. 100 m OPEN TO ABOVE /EXIST. PENDEN 3/8" DRILLED ALL THREAD ROD OPEN TO ABOVE' SPRINK. HEAD NEW BRANCHLINE ° ROOM #6 ROOM #5T o j HOLE FIG. 200 TIE—IN EXIST. CORRIDOR I' ,,—FIG. ADJUSTABLE RING HANGER BRANCHLINES OPEN TO ABOVtll EXIST. OFFICE !' FLOOR.• FL Z-PURLIN PIPE HANGER DETAIL SECTO SCALE: 1/4= 1'-0 - . MAXIMUM DISTANCE BETWEEN HANGERS (FT.—IN) "Z" PURLIN CONSTRUCTION ill 1Y. 1�n 2" M.. 3. 4. 6., STEEL PIPE— 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 LIGHTWALL STEEL 12-0 12-0 12-0 12-0 12-0 12-0 THREADABLE 2—WAY EARTHQUAKE BRACE 2—WAY WITH LONGITUDINAL EQ. BRACE ............................. °° ' NORTHERN GROW LLC. .... "'°'"'"•*•"nm _ 19320 63RD AVE.NE Caa,,lnCIIT•CF CCep • n••saam TI"s.•I.1(NC • STANDARD SYMBOLS Statewide Fire Protection ARLINGTON,WA 98223 •C Arles Edward Brooks i Sprinkler Head Schedule O Hydraulic Reference point.MAIE TOLCO FGI.A1000 FAST CLAMP S Frs,Proeclion j Symbol Count Thread K—Factor Description Note &I- BI—St— Alb—Top of Steel FIRE SPRINKLER COVERIDETAIL PLAN TOLCO FIG. 910 SWIVEL EQ. FITTING .eTA O O z12 1/2" s.e DwBE UP-W Bross Car rss DEDREE Elev.Above Flf Stea Furor Statewide Fire Protection 1"SCHEDULE 40 PIPE UP TO T-0"LONG • -) Elev.of Tap of Rteel1 1/4 SCHEDULE 40 PIPE UP TO 9'-0" LONG 76/ ," " �" 1/z' s.e IXIaTN6 PENDENT aR jBB DECREE cetuaa xet•bt 20926 LAKE RILEY ROAD q ........ D.—tee Henyer local on ARLINGTON,WA 98223 4—WAY EARTHQUAKE BRACE `� "Z''°�'"°m°°' "�"H. FP-1.O �°up or dOA° 9MATEW��M Date: (-9-17 8-23D2 l Date: 7�17 Drawn.CKH Poe 1of 2 2 1 n 1 HmRwuDulr cucuulEn \;IJ N(FA+I AT 1/1500 SOIkRE FEET RT'DRM710NLr CkwTED to-o• AREA 83 AT 2/900 SQUARE FEEL 2e•-1` te'_11.— ---zt'_4• ..0'-10° -_ -p - _ -4' T _ _ _ - _. d d 2k' 7 19- E' µFIt AFF y -- — -- OF 2-KRx 0 Ile La Aye V — _..01 -. _. _ - d __ — • 'xe-4 DN ,I OPEN TO ABOVE 11' ID ,. ,. I. O t. I• 1, IO I MOVE ® - - - - 2'ra-4 ON r{ ® .. ._ To aEypw 11 C ,_p g• Is _._._ m --D_t - - - '�\ � i3 OF Z-RKM Roan/1 S 41 — —.__O O - F7mM ABT'! . ._� OUAIIENII.E AREA _ -- S TO B91.0W a :� ., __ �' a le oe m t, to ,, t• t• S •S ' B - -__.. _ f ? —r OPENFRCE TO ABOVE 19-6� ,a ' -_ Ali ROOM p' IC I ( y__• IP 01p a ,. O ROOMµ © 1• O DDST. - ROOM/4 7-1 --_ BREAK ROOM D o-- -- - -- - - ON a oa [, n 1 coRRI00R '-0' 1'-1' O .... OPCORRIDOR N TO pE101E B3 AV OPEN TO ABOVE A5 I uv. 5 '."" stay,' FAOM2•LABOVE - IA U e O b4 m ♦ _�•_�% © r , .. ®PENMOW0 a • 2 1� DN B2(/(\(,F'%rr • \J OFFICE TO - EXIST OFRCE -___e __ IN 'd ' . _:.-...._-._ A4 _ IN _ . LOADINGIN LOADING / OP,.N A' DING Z-RRN OPEN TO ABOVE ly, yi 1 Q ¢ 19-Q' LOABINrN.,.-A '.dJ" Rost w _p_g' ROOM,.05 �.pFF tR C Tb BOYS O' q q 4'SPRINKLEft - '- _ 1 _ - .+\�'E , - _ _ - - Q _ RISER 1 EXIST.LOBBY -0•-..__ 5_e. NEW 4"SPRIrvNLER SUPPLY TO F.D.C. EW a' dpp�y MLDGuiFD 'ol RISE i UNOERORWND N(EA t2 AT.2/900 SQUIRE FEET m = FIRE PROTECTION PLAN FIRST FLOOR AREA- SCALE: PROTECTION UPPER DECK AREA : _ _ SCALE: 1 8 =1-0 HYDRAULIC SYSTEM HYDRAULIC SYSTEM HYDRAULIC SYSTEM This building Is protected This building Is protected This bullding Is protected by a Hydraulically Designed by a Hydraulically Designed by a Hydroulically Designed Automated Sprinkler System Automated Sprinkler System Automated Sprinkler System 1 wa0x sPR,N� VK1PRIG,C`Rr eeRDDeR a Location UPPER OEC Location FlRSF RM. 6 Location ,/r BRAxCMv No. of Sprinklers No. of Sprinklers No. of'Spdnklers "ROOF MuIRI` F ? Basis of Design Basis of Design Basis of Design 1.DENSITY r�020 GPM .FT. 1.DENS 0.20 GPM .FT. 1.oErlsrn 010 GPM .FT. �� !" ...... GPRIGHT SPRINKLE .•�•••••��•�•••��•�•.• .. I °L OFFICE Ito AEeore eA'oea HEAD ¢,/rMAar t�y 2.DESIGN AREA OF DISCHARGE 1500 4G.FT. 2.DESIGN AREA OF DISCHARGE 900 SG.FF. 2,DESIGN AREA OF DISCHARGE 90p SG.FT. : m an�iox eta i I^ awu r r sOOD R'••'•ODD : eW eeorser1o11.eRINSA.sw ereesre System Demand System Demand System Demand �CI,Ww EAwW&ooNa • 1P T CORRIDOR I 1.GPM DISCHARGE 571321 1.GPM DISCHARGE 450.89 1.GPM OSCHAROE 461.012 :7e3e.0e110IM Level3 LOADING/UN-LOADING 2 b BIB Made Fire ProIaC1NN, i 5 OPEN TO ABOVE lK,[dID OPEN 10 ABOVE ROOM b ,• •BRANC[a1Nn m ROOM 2.RESIDUAL PRESSURE AT THE 2.RESIDUAL PRESSURE AT THE 58 g2 psi 2:RESIDUAL THE RISER AT THE A6.97J PSI N ,DI_DI rasT. CORRIDDR 615E OF THE RISER �•AR PSI BASE OF THE RISER •� BRMTCHGMD9 OPD—o'0l EXIST.OFFICE Statewide Fire Protection Statewide Fire Protection Statewide Fire Protection 2DO25 LAKE RILEY ROAD 20M LAKE RILEY ROAD 20M LAKE RILEY ROAD .............................. " ARLINGMN,WA 9I1223 ARLINGTON,WA 98229 ARLINGTON,WA 98223 SECTION A—A Prow:(seo)e,e-zsoz Pmw:(sea)me-zsoz Prow:(sao)e,e-zsoz NORTHERN GROW LLC. SCALE:1 8 = 1-0 ,Q 19320 63RD AVE.NE STANDARD SYMBOLS Statewide Fire Protedon �„ ARLINGTON,WA 98223 HydreuHa Refareaoe Points Sprinkler Head Schedule 91er.Blow Top IF,steel SPRINKLER PLAN Symbol Count Throad K-Factor De.Hptlon We CY.W Elev. Above Finlehed Floor Statewide Fire Protection ®0 212 1/S' SA CLOSE UPRIGHT BRASS OR 155 DEGREE }(TCe Vadw) Mev.01 Top of Steel 14 1/2' 5.e EXISTING PENDENT OR 15S DEGREE ® CellJos Height 20926 LAKE RILEY ROAD eao1.Hanger Looatloa ARLINGTON,WA 98223 FP-2.0 o Ruse up or down Phone:(360)616-2302 212.Total Nume.r of NEW H.ade eTATIaNPeBeaRl Date: T817 Drawn'.CKH PO a 20f 2 �(�cQ Fire & Buildings Products Technical Services: Tel: (800) 381-9312/ Fax: (800)791-5500 Grinnell Grooved Fire Protection Products Fire Protection Submittal Sheet Listing and Approval Information VdS U� UDC FM Page 1 of 8 MARCH 2O11 TFP1800 Page 2 of 8 TFP1800 Rated Pressure Figure Nominal Size Nominal Size Pipe Schedule (psi-UL,ULC,FM;Bar LPCB and vdS) Inches mm O ® (vis 1114.11/2.2 42.4.48.3.60.3 Sch 5,ID,WST 175 175 175 - - 11/4,11/2,2,21/2 42.4,48.3,60.3,73.0 Sch 10,Sch 40 300 300 300 3,4,5,6,8 88.9.114.3,141.3.168.3,219.1 Sch 10.Sch 40 300 300 300 10.12 273.0,323.9 Sch 10,Sch 40 250 250 250 1'/4,11/2,2,21/2,3 42.4,48.3,60.3,73.0.88.9 MF 300 300 300 4 114.3 MF - - 300 11/4,11/2,2,21/2,3,4 42.4,48.3,60.3,73.0.88.9,114.3 DF 300 300 300 1'A.11/2.2.Th.3.4 42.4.48.3.60.3.73.0.88.9.114.3 FLF 300 300 - 1'/2,2,2'/2,3,4 48.3,60.3,73.0,88.9,114.3 FF 300 300 300 ---� 1,1'/4,11h,2 33.7,42,4,48.3,60.3 MLT,EZT 300 300 300 3 88.9 EZ 300 1 300 1 300 4 114.3 EZ 250 250 300 " 6 168.3 EZ 250 250 175 11/4,11/2,2 42.4,48.3,60.3 BLT,DT,TL,Gal 7,Gal Flo 300 300 300 - - Figure 705 11/4.1'12.2 42.4.48.3.60.3 GL.MLT.MT.SL.WLS 300 300 - 1'/4,11/2,2 42.4,48.3,60.3 UE - - 175 76.1.165.1 BS1387 300 300 300 42.4,48.3,60.3,76.1,88.9,114.3 BS1387,ISO 4200 - - 16 20 139.7 BS1387,ISO 4200 16 - 165.1 BS1387,ISO 4200 - 20 168.3,219.1 ISO 4200 16 20 108.0.133.0.159.0 ISO 4200 300 300 - - 216.3 JIS G3452 300 300 11/a 2,21/2 48.3.60.3.73.0 Sch 5, UE.WST 175 1 175 175 1'/"2,21/2,3,4,5 48.3,60.3,73.0,88.9,114.3,141.3 Sch 10 450 450 1 450 6,8,10,12 168.3.219.1,273.0,323.9 Sch 10 450 450 450 11/2.2,2'/2,3,4.5 48.3,60.3,73.0,88.9,114.3,141.3 Sch 40 500 500 500 6,8,10.12 168.3.219.1,273.0.323.9 Sch 40 500 500 500 11/2.2.2'/2.3.4 48.3.60.3.73.0.88.9.114.3 ME DF.FF SF,STF 300 300 300 2 60.3 EZT 300 - - 3 88.9 EZ 300 300 300 4 114.3 EZ 250 250 300 6 168.3 EZ 250 1 250 175 11/2,2,21h,3 48.3,60.3,73.0.88.9 XL 300 300 300 11/2,2 48.3.60.3 GL,MT.MLT,TL 300 300 300 11/2,2 48.3,60.3 Gal 7,Gal Flo 300 300 300 Figure 707 11/2,2 48.3.60.3 BLT.DT - - 300 14,16 355.6.406.4 Sch 30 300 18.20 457.2,508.0 Sch 30 200 24 610.0 Sch 20 250 76.1,165.1 BS1387,ISO 4200 300 300 20 48.3.60.3,88.9,114.3,168.3 BS1387,ISO 4200 - - 20 219.1,273.0,323.9 ISO 4200 - - 16 20 2 60.3 Sch 5,ID,UE,WST 175 1 175 1 175 - - 2,21/2,3,4,5 60.3.73.0,88.9,114.3,141.3 Sch 10,Sch 40 250 250 250 6.8 168.3,219.1 Sch 10,Sch 40 250 250 250 10,12 273.0,323.9 Sch 40 250 250 250 2 60.3 BLT,DT.EZT,FF GL,LS 250 250 250 2 60.3 MT,MLT,TL,WLS,XL 250 250 250 2 60.3 Gal 7,Gal Flo 250 250 1 250 2 60.3 MF,FF - 250 2,21h,3.4 60.3,73.0.88.9.114.3 DF,FF MF SF 250 250 250 3,4 88.9,114.3 EZ 250 250 250 Figure 71 6 168.3 EZ 250 250 175 2.3.4 60.3.88.9.114.3 STF 250 250 250 21h,3 73.0,88.9 XL 250 250 250 60.3,76.1,88.9,114.3,168.3 BS1387,ISO 4200 250 - 250 16 20 139.7 BS1387.ISO 4200 250 250 16 - Figure 71 PM 6 165.1 BS1387,ISO 4200 250 250 20 219.1,273.0 ISO 4200 250 250 20 323.9 ISO 4200 250 250 16 TFP78O0 Page 3 of 8 Rated Pressure Figure Nominal Size Nominal Size Pipe Schedule (psi-UL,ULC,FM;Bar LPCB and VdS) Inches RunuL ® FM vas 11/4.11h,2 42.4,48.3.60.3 Sch 5,ID,UE,WST 175 175 175 1114 42.4 Sch 10,Sch 40 300 300 300 11/a 2,2'/2,3.4 48.3.60.3 73.0.88.9.114.3 Sch 10,Sch 40 500 500 500 5,6 141.3.168.3 Sch 10 300 300 300 8 219.1 Sch 10 400 400 400 5 141.3 Sch 40 300 300 300 6 168.3 Sch 40 400 400 400 8 219.1 Sch 40 450 450 450 10,12 273.0.323.9 Sch 10.Sch 40 250 250 250 V/4.M 2 2'/2.3 42.4.48.3.60.3.73.0.88.9 MF 300 300 300 4 114,3 EZ.MF 250 250 300 -� 3 88.9 EZ 300 300 300 6 168.3 EZ 250 250 300 iV2,2,2V2,3,4 48.3 60.3.73.0,88.9,114.3 DF STF 300 300 300 11/4.11/2.2.21/2.3 42.4.48.3,60.3,73.0,88.9 FLF 300 300 - 4 114.3 FLF 250 250 Figure 772 1'/2.2.2'/2.3 48.3,60.3,73.0.88.9. FF 300 300 300 Patented 4 114.3 FF 250 250 300 V/4.V/2,2 42.4.48.3.60.3 E7r,MT MLT,WLS 300 300 300 11/4,11/2,2 42.4,48.3,60.3 GL,Gal 7,Gal Flo 300 300 300 V/2 2 48.3,60.3 BLT,DT 300 300 300 V/2.2 48.3,60.3 TL.XL 300 300 - 76.1,165.1 BS1387 300 300 300 42.4.48.3.60.3.76.1.88.9114.3 BS1387,ISO 4200 - - - 16 20 1397 BS1 387 ISO 4200 16 - 165.1 BS1387,ISO 4200 - 20 168.3,219.1,273.0,323.9 ISO 4200 16 20 2 x 11/2,2'/2x 2,3 x 2 60.3 x 48.3,73.0 x 60.3.88.9 x 60.3 Sch 5 175 175 175 - 3 x 2Vz.4x 2.4 x 2'h 88.9 x 73.0.114.3 x 60.3,114.3 x 73.0 Sch 5 175 175 175 2x11h 21/2x2,3x2 60.3x48.3.73.0x60.3.88.9x60.3 Sch 10.Sch 40 350 350 350 3 x 21h.4x 2.4 x 21h 88.9 x 73.0.114.3 x 60.3.114.3 x 73.0 Sch 10,Sch 40 350 350 350 4 x 3,5 x 4 114.3 x 88.9,141.3,114.3 Sch 10.Sch 40 350 350 300 6 x 4.6 x 5 168.3 x 114.3 x 1638.3 x 141.3 Sch 10 Sch 40 350 350 300 8 x 6 219A x 168.3 Sch 40 350 350 300 2x11h,21/2x2,3x2 60.3x48.3,73.0x60.3,88.9x60.3 DF,EZT FF,GL,MF 300 300 300 2 x 11h,2'hx 2.3 x 2 60.3 x 48.3.73.0 x 60.3,88.9 x 60.3 MT,MLT,SE STF,TL 300 1 300 300 4 x 2 114.3 x 60.3 OF.EZT.FF.GL.MF 300 300 300 4 x 2 114.3 x 60.3 MT,MLT,SE STF,TL 300 300 300 3x2ih 4x2'/2 4x3 88.9 x 73.0,114.3 x 73.0.114.3 x 88.9 DE ME SF 300 300 300 4 x 2'h.4 x 3 114.3 x 73.0,114.3 x 88.9 FF,STF 300 300 300 5 x 4,6 x 4 141.3 x 114.3,168.3 x 114.3 DE FF.SE STF 300 300 300 Figure 716 3 x 2 3 x 2'/2 88.9 x 60.3,88.9 x 73.0 EZ 300 300 300 2 x 1'/2 60.3 x 48.3 Gal 7 Gal Flo 300 300 300 60.3 x 48.3.73.0 x 60.3.88.9 x 60.3 BS1387,ISO 4200 300 - 300 16 20 88.9 x 76.1,114.3 x 60.3,114.3 x 76A BS1387.ISO 4200 300 300 16 20 114.3 x 88.9 BS1387,ISO 4200 300 300 16 20 168.3 x 114.3.219.1 x 168.3 ISO 4200 300 300 16 20 139.7 x 114.3 BS1387,ISO 4200 300 300 16 - 165.1 x114.3 BS1387.ISO 4200 300 300 20 11/4 11/2 2 x'/2 3/4,1 42.4,48.3.60.3 x 21.3.26.7,33.7 Sch 5.Sch 10,Sch 40 175 175 175 11/4.11h.2 x'h.3/4.1 42A.48.3.60.3 x 21.3,26.7.33.7 BLT,DF,DT.GL,LS,MF 175 175 175 1114,11h,2 x'h,3/4.1 42.4.48.3.60.3 x 21.3.26.7.33.7 MT.MLT.TL.WLS.XL 175 175 175 11/4.11h 2 x'h.3/4.1 42.4.48.3.60.3 x 21.3,26.7,33.7 Gal 7,Gal Flo 175 175 175 11/4,11/2 x'/2.314,1 42.4,48.3 x 21.3,26.7,33.7 EZT 175 175 175 1'/2 x'h.3/4.1 48.3 x 21.3.26.7.33.7 FF 175 175 175 ~ 21h x 1h,3/4.1 73.0 x 21.3.26.7,33.7 Sch 10,Sch 40 175 175 175 Figure 40-5• Th x 1h.3/4.1 1 73.0 x 21.3.26.7.33.7 I DF,MF,STF.XL 175 175 175 11/2.2 x'h.3/4,1 1 48.3160.3 x 21.3.26.7.33.7 1 STF 175 1 175 175 • Figure 40-5 Straps are UL and ULC Listed and FM Approved with NPT and ISO threaded outlets as specified in the chart. Page 4 of 8 TFP70OO Rated Pressure Figure Nominal Size Nominal Size Pipe (psi-UL,ULCand FM;barLPCB andVdS) Inches mm Schedule DL ® O vds 2 x'/2,'/4,1,11/4,11/2 60.3 x 21.3,26.7.33.7,42.4,48.3 Sch 5 175 175 175 - 2 x 1/2.'/4.1.11/4.11/2 60.3 x 21.3.26.7.33.7.42.4.48.3 Sch 10.Sch 40 300 300 300 21/2 x'h,'/4,1,1'/4,11h,2 73.0 x 21.3,26.7,33.7,42.4,48.3,60.3 Sch 10,Sch 40 300 300 300 3.4 x'/2.'/4.1 88.9.114.3 x 21.3.26.7.33.7 Sch 10,Sch 40 300 300 300 4 x 21/2,4 x 3 114.3 x 73.0,4 x 88.9 Sch 10,Sch 40 300 300 300 _ 5 x 2,5 x 21/2 141.3 x 60.3,141.3 x 73.0 Sch 10,Sch 40 300 300 300 6 x 11h.2,21/2.3,4 168.3 x 48.3.60.3,73.0,88.9,114.3 Sch 10,Sch 40 300 300 300 2 x 1h,1/4.1.11/4.11h 60.3 x 21.3.26.7.33.7.42.4.48.3 BLT.DT.EU..FF.GL,MF 300 300 300 2 x V2,'/4,1,11/4,11/2 60.3 x 21.3,26.T 33.7.42.4,48.3 MT.MLT,STF,TL,WLS 300 300 300 2 x 1/2,3/4,1.11/4.11/2 60.3 x 21.3.26.7.33.7.42.4.48.3 Gal 7,Gal Flo 300 300 300 _ 2 x 1/2,1/4,1 60.3 x 21.3,26.7,33.7 DF 300 300 300 21h.3.4 x 1h.1/4.1 73.0.88.9.114.3 x 21.3.26.7.33.7 DF.FF.MF.STF 300 300 300 2 x 11/4,11/2 60.3 x 42.4,48.3 DF 300 300 300 3.4 x 2 88.9,114.3 x 60.3 DF FF ME STF 300 300 300 4 x 21/2 114.3 x 73.0 DF,FF,MF,STF 300 300 300 4 x 3 114.3 x 88.9 FF.MF,STF 300 300 300 76.1 x 21.3.26.7,33.7 BS1387,ISO 4200 300 - 300 16 20 139.7 x 48.3,88.9 BS1387,ISO 4200 300 300 16 20 Figure 730 165.1 x 42.4 BS1387.ISO 4200 300 300 16 20 Threaded*$ 60.3 x 21.3.26.7.33.7,42.4.48.3 BS1387.ISO 4200 - - 16 20 76.1 x 42.4.48.3.60.3 BS1387.ISO 4200 16 20 88.9 x 21.3,26.7,33.7,42.4,48.3,60.3 BS1387,ISO 4200 16 20 114.3 x 21.3.26.7.33.7.42.4 BS1387,ISO 4200 16 20 114.3 x 48.3,76.1,88.9 BS1387.ISO 4200 16 20 165.1 x 48.3,60.3.76.1.88.9.114.3 BS1387.ISO 4200 - - 20 139.7 x 60.3,76.1 BS1387.ISO 4200 16 - 168.3 x 48.3.60.3.73.0 ISO 4200 16 20 168.3,219.1 x 76.1.88.9.114.3 ISO 4200 16 20 2 x 1'/2 60.3 x 48.3 Sch 5 175 175 175 - - 2,21/2,3,4,5,6 x 11/2 60.3,73.0,88.9,114.3,141.3,168.3 x 48.3 Sch 10,Sch 40 300 300 300 3.4.5 x 2.2'/2 88.9.114.3.141.3 x 60.3.73.0 Sch 10.Sch 40 300 300 300 4 x 3,5 x 3 114.3 x 88.9,141.3 x 88.9 Sch 10,Sch 40 300 300 300 6 x 2V2,3.4 168.3 x 48.3,73.0,88.9,114.3 Sch 10,Sch 40 250 250 250 8 x 21/2,3,4 219.1 x 73.0,88.9,114.3 Sch 10.Sch 40 300 300 300 - 2.2V2.3.4 x V/2 60.3.73.0.88.9.114.3 x 48.3 DF 300 300 300 3.4 x 2 88.9.114.3 x 60.3 DF 300 300 300 2 x 11/2 60.3 x 48.3 BLT.TL 300 300 300 3 x 11/2 68.9 x 48.3 EZ 300 300 300 139.7 x 48.3.88.9 BS1387.ISO 4200 300 - 300 16 20 165.1 x 42.4,48.3.60.3.76.1 BS1387,ISO 4200 300 300 16 20 60.3 x 42.4,48.3 BS1387,ISO 4200 - - 16 20 76.1 x 42.4.48.3.60.3 BS1387.ISO 4200 16 20 Figure 730 88.9 x 42.4,48.3,60.3 BS1387,ISO 4200 16 20 Grooved**$ 114.3 x 42.4.48.3.60.3.76.1.88.9 BS1387.ISO 4200 16 20 165.1 x 48.3,60.3.76.1.88.9,114.3 BS1387,ISO 4200 - 20 139.7 x 60.3,76.1 BS1387.ISO 4200 16 168.3 x 48.3,60.3.73.0 ISO 4200 16 20 168.3.219.1 x 76.1,88.9.114.3 ISO 4200 16 * Figure 730 Threaded Mechanical Outlets are UL and ULC Listed and FM Approved in both the Tee and Cross configuration with NPT and ISO threaded outlets as specified in the chart. **Figure 730 Grooved Mechanical Outlets are UL and ULC Listed and FM Approved in both the Tee and Cross configuration. $ Figure 730 Threaded and Grooved Mechanical Outlets are VdS Approved in the Tee configuration only. Grinnell®products are UL and ULC Listed and FM, LPCB and VdS Approved,as specified in the charts,for the pressure ratings shown for use in Fire Protection Systems(automatic sprinkler, open sprinkler and standpipe) and connections to such systems. The charts were developed from the latest Listings and Approval data available at the time of publication. Listings are subject to changes and additions by the approval bodies. For Dry Pipe systems or Freezer Systems, use Tri-Seal Gaskets and petroleum free silicone lubricant. Follow installation instructions provided in the Installation Handbook IH-1000. TFP1800 Page 5 of 8 Rated Pressure Figure Nominal Size Nominal Size Pipe Schedule (Psi-UL,ULC,FM;Bar LPCB and VdS) Inches mm UL o FM VdS 1-1/4,1-1/2,2 42.4,48.3,60.3 FLF,MF,XL,GL,10,40,CT,OF,TL, 300 300 300 WLS,MT,MLT 2-1/2,3,4 73.0,88.9,114.3 FLF,MF,OF 300 300 300 2-1/2,3 73.0,88.9 FF,XL 300 300 300 1-1/4,1-1/2,2, 42.4,48.3,60.3,73.0,88.9,114.3, 10 300 300 300 2-1/2,3,4,6,8 168.3,219.1 1-1/4,1-1/2,2, 42.4,48.3,60.3,73.0,88.9,114.3, 40 300 300 300 2-1/2,3,4,6 168.3 1,1-1/4,1-1/2,2 33.7,42.4,48.3,60.3 5 175 175 175 3,4,6 88.9,114.3,168.3 EZF 300 300 300 1 1/4 42.4 EZT 300 300 300 1-1/2,2 48.3,60.3 EZT,FF 300 300 300 L 1-1/2,2,2-1/2,3,4 48.3,60.3,73.0,88.9,114.3 STF 300 300 300 4 114.3 STF 250 250 250 8 219.1 0.188 in.wall 300 300 300 10,40,XL,TL,OF,BLT,DL,DT,MT, 1 33.7 WLS,WST,GL,MLT,EZT,ET,EL,5, 300 300 300 Figure 577 BS1367M,ISO 4200 5 141.3 10 300 300 300 5 141.3 40 300 300 300 76.1 mm,165mm BS1387M,ISO 4200 300 300 139.7mm ISO 4200 300 300 1,1-1/4,1-1/2,2,3,4 33.7,42.4,48.3,60.3,88.9,114.3 BS1387M,ISO 4200 20 bar 76.1,165.1 BS1387M,ISO 4200 20 bar 618 168.3,219.1 ISO 4200 20 bar 1,1-1/4,1-1/2,2,3, 33.7,42.4,48.3,60.3,88.9,114.3, ISO 4200 16 bar 4,6,8 168.3,219.1 76.1,139.7 ISO 4200 16 bar P/ a Schedule Ke MF-Mega Flow Listed/Approved steel sprinkler pipe p y manufactured by Wheatland Tube Company. STF-Steady Flow Listed/Approved steel sprinkler pipe manu- MLT-Mega Light Listed/Approved steel sprinkler pipe manu- factured by AMS Tube Corp. factured by Wheatland Tube Company. BLT-Black Light Wall Threadable Listed/Approved steel sprin- MT-Mega Thread Listed/Approved steel sprinkler pipe manu- kler pipe manufactured by Allied Tube and Conduit. factured by Wheatland Tube Company. DF-Dyna-Flow Listed/Approved steel sprinkler pipe manufac- SL-Listed/Approved steel sprinkler pipe manufactured by tured by Allied Tube and Conduit. Wheatland Tube Company. DT-Dyna Thread Listed/Approved steel sprinkler pipe manu- WLS-WLS Listed/Approved steel sprinkler pipe manufactured factured by Allied Tube and Conduit. by Wheatland Tube Company. SF-Super-Flow Listed/Approved steel sprinkler pipe manu- WST-WST Listed/Approved steel sprinkler pipe manufactured factured by Allied Tube and Conduit. by Wheatland Tube Company. XL-Extra Light Weight Listed/Approved steel sprinkler pipe GL-GL Listed/Approved steel sprinkler pipe manufactured by manufactured by Allied Tube and Conduit. Wheatland Tube Company. UE-Ultra-Eddy Listed/Approved steel sprinkler pipe manufac- EZT-EZ Thread Listed/Approved steel sprinkler pipe manu- tured by Bull Moose Tube Company. factured by Youngstown Tube Company. TL-TL Listed/Approved steel sprinkler pipe manufactured by FF-Fire-Flo Listed/Approved steel sprinkler pipe manufac- Central Grooved Piping Products. tured by Youngstown Tube Company. LS-Listed/Approved steel sprinkler pipe manufactured by 5 -Schedule 5 steel sprinkler pipe Century Tube Corporation. 10-Schedule 10 steel sprinkler pipe ID-IDOD Listed/Approved steel sprinkler pipe manufactured 20-Schedule 20 steel sprinkler pipe by IDOD Systems. 30-Schedule 30 steel sprinkler pipe GAL-FLO-Listed/Approved steel sprinkler pipe manufactured 40-Schedule 40 steel sprinkler pipe by IDOD Systems. BS1387m-British Standard Medium Listed/Approved steel GAL-7-Listed/Approved steel sprinkler pipe manufactured by sprinkler tube. IDOD Systems. ISO4200-ISO Standard Listed/Approved steel sprinkler tube. EZ-EZ-Flow Listed/Approved steel sprinkler pipe manufac- JIS G3452-Japanese International Standard tured by Northwest Pipe and Casting Company. FLF-Fire Line Flow Listed/Approved steel sprinkler pipe man- Note: Cut and roll grooved references are for pipe runs and ufactured by Western International Forest Products. also grooved outlets. Page 6 of 8 TFP111OO Rated Pressure Figure Nominal Size Nominal Size (psi-UL,ULC,FM;Bar LPCB and VdS) Inches mm Q ® <E> vds IM Figure ADACAP® 11/2 x'/2,3/4,1 42.4 x 21.3,26.7,33.7 300 300 300 ADACAP®* 2 x V2,3/4,1 48.3 x 21.3,26.7.33.7 300 300 300 _ 21/2 x'/2,3/4,1 60.3 x 21.3,26.7,33.7 300 300 300 1 33.7 500 500 500 - 1'/4,1'/2,2,3,4 42.4,48.3,60.3.88.9.114.3 500 500 500 16 20 6,8 168.3,219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 201 21/2,5 73.0.141.3 500 500 500 - - 76.1 500 - 500 16 20 165.1 500 500 - 20 Figure 201 139.7 500 500 16 45'Elbow 108.0,133.0,159.0,216.3 300 j 300 - - 1 33.7 500 500 500 - 11/4,11/2,2,3,4 42.4,48.3,60.3,88.9,114.3 500 500 500 16 20 6,8 168.3,219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 210 21/2,5 73.0,141.3 500 500 500 - - Figure 210 76.1 500 - 500 16 20 90'Elbow 165.1 500 500 - 20 139.7 500 500 16 - 108.0,133.0,159.0,216.3 300 300 1 33.7 500 500 500 11/4,11/2,2,3,4 42.4,48.3,60.3,88.9,114.3 500 500 500 16 20 6,8 168.3,219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 219 21/2,5 73.0,141.3 500 500 500 - - 76.1 500 - 500 16 20 165.1 500 500 - 20 Figure 219 139.7 500 500 16 - Tee L108.0,133.0,159.0,216.3 300 300 - - 1'/4,11/2.2,3,4 42.4.48.3,60.3,88.9,114.3 500 500 500 16 20 6,8 168.3,219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 260 21/2,5 73.0,141.3 500 500 500 - - "_. ram` 76.1 500 - 500 16 20 Figure 260 L 165.1 500 - 500 - 20 End Caprie ssnq�4 139.7 500 - 500 16 3rz• 11/2,x 1,2 x 1 48.3 x 33.7,60.3 x 33.7 500 500 500 16 - 2 x 11/4,2 x 11/2 60.3 x 42.4,60.3 x 48.3 500 500 500 16 20 2'/2 x 2,3 x 21/2,4 x 21/2 73.0 x 60.3,88.9 x 73.0,114.3 x 73.0 500 500 500 16 20 4 x 2,6 x 2 114.3 x 60.3,168.3 x 60.3 500 500 500 16 3 x 2,4 x 3,6 x 4 88.9 x 60.3,114.3 x 88.9,168.3 x 114.3 500 500 500 16 20 Figure 5 x 4,6 x 5 141.3 x 114.3,168.3 x 141.3 500 500 500 - 250 76.1 x 48.3.76.1 x 60.3 500 500 500 16 20 Figure 250 88.9 x 76.1,114.3 x 76.1 500 500 500 16 20 Concentric 139.7 x 88.9,139.7 x 114.3 500 500 500 16 - Reducer 165.1 x 114.3 500 500 500 - 20 168.3 x 76.1,168.3 x 139.7 500 500 500 16 - 165.1 x 88.9,165.1 x 139.7 500 - 500 - * ADACAPs are UL and ULC Listed and FM Approved with NPT and ISO threaded outlets. TF41800 Page 7 of 8 Rated Pressure Figure 501 Nominal Size Nominal Size 45°Elbow Figure Inches mm (Psi-UL,ULC,FM;Bar LPCB and VdS) © © 1<S> ENft 11/4,11/2,2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 16 20 6,8 168.3,219.1 300 300 300 16 20 Figure 21/2,5 73.0,141.3 300 300 300 - - 501 76.1 300 300 300 16 20 139.7 300 300 1 300 16 - Figure 510 165.1 300 300 300 - 20 90°Elbow 1 1/4,1 1/2,2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 16 20 6,8 168.3,219.1 300 300 300 16 20 Figure 21/z,5 73.0,141.3 300 300 300 - - 510 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 „! . 11/4,11/2,2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 16 20 6,8 168.3,219.1 300 300 300 16 20 Figure 519 Figure 21/2,5 73.0,141.3 300 300 300 - - Tee 519 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 2,3,4,6,8 60.3,88.9,114.3,168.3,219.1 300 300 300 16 20 Figure 501S Figure 21/2,5 73.0,141.3 300 300 300 - - 45°Elbow 501 S 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 2,3,4,6,8 60.3,88.9,114.3,168.3,219.1 300 300 300 16 20 21/2,5 73.0,141.3 300 300 300 - - Figure 76.1 300 300 300 16 20 5105 139.7 300 300 300 16 - Figure 510S 165.1 300 300 300 - 20 90°Elbow 2,3,4,6,8 60.3,88.9,114.3,168.3,219.1 300 300 300 16 20 2'/2,5 73.0,141.3 300 300 300 - - Figure 76.1 300 300 300 16 20 519S 139.7 300 300 300 16 - 165.1 300 300 300 - 20 ---—--------------A — — - Figure 21/2,3,4,5 73.0,88.9,114.3,141.3 300 300 300 510DE 6,8 168.3,219.1 300 300 300 Figure 519S Tee � I Figure 51ODE Drain Elbow fir✓ . y . fr , TFP1800 Page 8 9f 8 Fabricated Fittings Rated Pressure Rated Pressure Figure Nominal Sae (psi) Fi Nominal Size (psi) Inches U� FM gure Inches UU 0 1,1'/4.1% 300 300 1'/4,1'/2 300 300 Figure2,2% 300 300 Groove x Male Threaded 3,4,5 300 300 Figure 321 2,2'/z 300 300 Adapter Nipples 6.8 300 300 Reducing Tee 3,4,5 300 300 10,12 300 300 6,8 300 300 1,1'/1.1'/2 300 300 10,12 300 300 2,2% 300 300 1,1'/4,1'/2 300 300 Figure 392 2,2'/2 300 300 Groove x Groove 3,4,5 300 300 Figure 327 Adapter Nipples 6,8 300 300 Cross 3,4,5 300 300 6,8 300 300 10,12 300 300 10,12 300 300 1,1'/4.1% 300 300 1,1Y4,1'/z 300 300 Figure 393 2,2'/2 300 300 Figure 341 2,2y2 300 300 Groove x Bevel 3,4,5 300 300 Groove Adapter Nipples Flange Adapter 3,4,5 300 300 6,8 300 300 g p 150 lbs. 6,8 300 300 10,12 300 300 10,12 300 300 1'14.1% 300 300 1'/4,1'/z 300 300 2,2% 300 300 Figure 350 2,2% 300 300 Figure 3,4,5 300 300 Concentric 22Yz Elbow 3,4,5 300 300 6,8 300 1 300 Groove x Groove Reducer 6,8 300 1 300 10,12 300 300 10,12 300 1 300 1'/4.1% 300 300 2,2'/z 300 300 Figure 313 3,41,5 300 300 11'/4°Elbow 6,8 300 300 10,12 300 300 General Notes: It is the Designer's responsibility to select products suitable for the intended service and to en- ISO sure that pressure ratings and performance data is not exceeded. Always read and understand the installation 9001 instructions(I1-1-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale Pennsylvania 19446 tq a Worldwide www.tyco-fire.com Fire Protection Contacts Products Pipe Fittings NPT Threaded, Ductile Iron General Technical Description Data itS The TYCO Series 800 Threaded Pipe Approvals Fittings and California Tees & Elbows UL Listed are manufactured from ductile iron. FM Approved IV They are stronger and more corrosion Maximum Working Pressure resistant than cast iron fittings. The 300 psi(20,7 bar) ■ S additional strength is provided by the ductile properties and by adding mag- Material nesium while the iron is being poured Series 800 and California Fittings: into the final cast shape. Although Ductile Iron S lighter than standard cast iron, the Figure 719 Plug: 'LT I fittings have an added advantage of Cast Iron being less susceptible to cracking due to their added strength. Pipe Thread The Series 800, California, and Figure NPT per ANSI B1.20.1 Limited 719 Threaded Pipe Fittings are a re- Installation designation for the Central Series 800, Warranty California, and Figure 719 Threaded Apply TEFLON tape or high quality pipe Pipe Fittings. joint compound on male pipe threads For warranty terms and conditions,visit and tighten two to three turns beyond www•tyco-fire.com. The Threaded Pipe Fittings described hand tight. Ordering herein must be installed and main- ' Procedure tained in compliance with this docu- Installers who have not used ductile iron ment, as well as with the applicable threaded fittings should be instructed Contact your local distributor for avail- standards of the National Fire Protec- that the fittings are stronger than the ability.When placing an order,indicate tion Association,in addition to the stan- pipe and overtightening the fitting can the full product name and Part Number dards of any other authorities having create leaks and cause damage to pipe (PAN) jurisdiction.Failure to do so may impair threads.In general, there is about one- the performance of these devices. half turn difference between cast iron The owner is responsible for main- and ductile iron fittings.Apply TEFLON taining their fire protection system tape or high quality pipe joint com- and devices in proper operating con- pound on the male pipe threads and dition. Contact the installing contrac- tighten two to three turns beyond hand for or product manufacturer with any tight.If an automatic make-on machine questions. is being used,please exercise caution in setting the machine to the proper parameters prior to tightening fittings onto the male pipe threads. Page i of 10 JULY 2016 TFP1770 TFP1710 Page 2 of 10 --A--1 A \ B FIGURE 811 FIGURE 813 90°ELBOW 45°ELBOW Nominal Pipe Figure 811 Figure 813 Size ANSI A B Approx. A B Approx. Weight Part Weight Part Inches Inches Inches Inches Inches DN mm Lbs. Number Lbs. Number ( ) (mm) (mm(kg) ) (mm) (kg) 1/2 1.13 0.56 0.24 0.88 0.38 0.22 15 (28,7) (14,2) (0,11) 86206 (22,4) (9,7) (0,09) 86780 3/4 1.31 0.75 0.40 1.00 0.44 0.33 20 (33,3) (19,0) (0118) 86205 (25,4) (11,2) (0,15) 86781 1 1.50 0.81 0.64 1.13 0.81 0.48 25 (38,1) (20,6) (0,29) 86200 (28,7) (20,6) (0,21) 86280 1-1/4 1.75 1.06 0.95 1.31 0.63 0.73 32 (44,5) (26,9) (0,43) 86201 (33,3) (16,0) (0133) 86281 1-1/2 1.94 1.19 1.24 1.44 0.69 0.93 40 (49,3) (30,2) (0,56) 86202 (36,6) (17,5) (0,42) 86282 2 2.25 1.50 1.74 1.68 0.94 1.55 50 (57,1) (38,1) (0,79) 86203 (42,7) (23,9) (0,70) 86283 2-1/2 2.69 1.56 28 1.94 1.00 2.70(68,3) (39,6) F3,1,49) 86204 (49,3) (25,4) (1,22) 86782 TABLE A FIGURES 811 &813 NOMINAL DIMENSIONS TFP1710 Page 3 of 10 I`B�I 031 FIGURE 812 90'REDUCING ELBOW Nominal Pipe Size Figure 812 ANSI A B C D Approx. Inches Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) (mm) Lbs. Number (kg) 3/4 x 1/2 1.19 1.19 0.63 0.63 0.33 20 x 15 (30,2) (30,2) (16,0) (16,0) (0,15) 86342 1 x 1/2 1.25 1.38 0.56 0.81 0.44 g6210 25 x 15 (31,8) (35,1) (14,2) (20,6) (0,20) 1 x 3/4 1.38 1.44 0.69 0.88 0.53 g6211 25 x 20 (35,1) (36,6) (17,5) (22,4) (0,24) 1-1/4 x 1/2 1.31 1.50 0.63 0.94 0.64 g6212 32 x 15 (33,3) (38,1) (16,0) (23,9) (0,29) 1-1/4 x 3/4 1.44 1.63 0.75 1.06 0.75 g6213 32 x 20 (36,6) (41,4) (19,0) (26,9) (0,34) 1-1/4 x 1 1.56 1.68 0.88 1.00 0.77 g6214 32 x 25 (39,6) (42,7) (22,4 (25,4) (0,35) 1-1/2 x 3/4 1.50 1.75 0.75 1.19 0.95 40 x 20 (38,1) (44,4) (19,0) (30,2) (0,43) 86221 1-1/2 x 1 1.63 1.81 0.88 1.13 0.99 g6215 40 x 25 (41,4) (46,0) (22,4) (28,7) (0,45) 1-1/2 x 1-1/4 1.81 1.88 1.13 1.19 1.14 86216 40 x 32 (46,0) (47,8) (28,7) (30,2) (0,52) 2 x 3/4 1.63 1.94 0.88 1.38 1.39 g6217 50 x 20 (41,4) (49,3) (22,4) (35,1) (0,63) 2 x 1 1.75 2.06 2.00 1.31 1.58 50 x 25 (44,4) (52,3) (50,8) (33,3) (0,72) 86218 2 x 1-1/2 2.00 2.19 1.25 1.44 1.67 86220 50 x 40 (50,8) (55,6) (31,8) (36,6) (0,76) 2-1/2 x 2 2.38 2.63 1.25 1.88 3.01 86762 65 x 50 (60,5) (66,8) (31,8) (47,8) (1,36) TABLE B FIGURE 812 NOMINAL DIMENSIONS TFP1710 Page 4 of 10 &DE FIGURE 817 CROSS Nominal Pipe Size Figure 617 ANSI A B C D Approx. Inches Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) (mm) Lbs. Number (kg) 1 1.50 1.50 0.81 0.81 0.97 86284 25 (38,1) (38,1) (20,6) (20,6) (0,44) 1-1/4 1.75 1.75 1.06 1.06 1.59 86285 32 (44,4) (44,4) (26,9) (27,0) (0,72) 1-1/2 1.94 1.94 1.19 1.19 1.89 86286 40 (49,3) (49,3) (30,2) (30,2) (0,86) 2 2.25 2.25 1.50 1.50 2.93 86287 50 (57,1) (57,1) (38,1) (38,1) (1,33) 1-1/4 x 1-1/4 x 1 x 1 1.69 1.56 1.00 0.88 1.25 86289 32 x 32 x 25 x 25 (42,9) (39,6) (25,4) (22,4) (0,56) 1-1/2 x 1-1/2 x 1 x 1 1.81 1.63 1.06 1.94 1.48 86322 40 x 40 x 25 x 25 (46,0) (41,4) (26,9) (49,3) (0,71) 2 x 2 x 1 x 1 2.00 1.75 1.25 1.06 2.64 86291 50 x 50 x 25 x 25 (50,8) (44,4) (31,8) (26,9) (1,20) TABLE C FIGURE 817 NOMINAL DIMENSIONS TFP1710 Page 5 of 10 �A� 1 B —B B A B L FIGURE 814 FIGURE 818 IRON TEE STRAIGHT COUPLING Nominal Pipe Figure 814 Figure 818 Size ANSI A B Approx. A B Approx. Weight Part Weight Part Inches Inches Inches Inches Inches DN (mm) (mm) Lbs. Number (mm) (mm) Lbs. Number (kg) (kg) 1/2 1.13 0.56 0.33 1.38 0.31 0.18 15 (28,7) (14,2) (0,15) 86340 (35,1) (7,9) (0,08) 72779 3/4 1.31 0.75 0.50 1.63 0.56 0.26 20 (33,3) (19,0) (0,23) 86341 (41,4) (14,0) (0,11) 72778 1 1.50 0.81 0.85 1.75 0.38 0.44 25 (38,1) (20,6) (0,38) 86230 (44,4) (9,7) (0,20) 72755 1-1/4 1.75 1.06 1.30 2.00 0.56 0.54 32 (44,4) (26,9) (0,59) 86231 (50,8) (14,0) (0,24) 72754 1-1/2 1.94 1.19 1.63 2.19 0.75 0.71 40 (49,3) (30,2) (0,74) 86232 (55,6) (19,0) (0,32) 72753 2 2.25 1.50 2.63 2.63 1.13 1.15 50 (57,1) (38,1) (1,19) 86233 (66,8) (28,7) (0,52) 72752 2-1/2 2.69 1.56 4.55 3.00 0.75 2.29 65 (68,3) (39,6) (2,06) 86234 (76,2) (19,0) (1,04) 72758 TABLE D FIGURES 814&818 NOMINAL DIMENSIONS TFP171O Page 6 of 10 E _ _ ' — E IA Li 1 FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 ANSI A B C D E F Approx. Inches Inches Inches Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) (mm) (mm) (mm) Lbs. Number (kg) 3/4 x 3/4 x 1/2 1.19 1.19 1.25 0.63 0.63 0.69 0.46 86235 20 x 20 x 15 (30,2) (30,2) (31,8) (16,0) (16,0) (17,5) (0,21) 3/4 x 3/4 x 1 1.44 1.44 1.38 0.88 0.88 0.69 0.68 86755 20 x 20 x 25 (36,6) (36,6) (35,1) (22,4) (22,4) (17,5) (0,31) 1 x 1/2 x 1 1.50 1.38 1.50 0.81 0.81 0.81 0.70 86236 25 x 15 x 25 (38,1) (35,1) (38,1) (20,6) (20,6) (20,6) (0,32) 1 x 3/4 x 1/2 1.25 1.19 1.38 0.56 0.63 0.81 0.63 86756 25 x 20 x 15 (31,8) (30,2) (35,1) (14,2) (16,0) (20,6) (0,28) 1 x 3/4 x 3/4 1.38 1.31 1.44 0.69 0.75 0.88 0.68 86757 25 x 20 x 20 (35,1) (33,3) (36,6) (17,5) (19,0) (22,4) (0,31) 1 x 3/4 x 1 1.50 1.44 1.50 0.81 0.88 0.81 0.77 86237 25 x 20 x 25 (38,1) (36,6) (38,1) (20,6) (22,4) (20,6) (0,35) 1 x 1 x 1/2 1.25 1.25 1.38 0.56 0.56 0.81 0.66 86238 25 x 25 x 15 (31,8) (31,8) (35,1) (14,3) (14,3) (20,6) (0,30) 1 x 1 x 3/4 1.38 1.38 1.44 0.69 0.69 0.88 0.73 86239 25 x 25 x 20 (35,1) (35,1) (36,6) (17,5) (17,5) (22,4) (0,33) 1 x 1 x 1-1/4 1,69 1.69 1.56 1.00 1.00 0.88 0.97 86240 25 x 25 x 32 (42,9) (42,9) (39,6) (25,4) (25,4) (22,4) (0,44) 1 x 1 x 1-1/2 1.81 1.81 1.63 1.13 1.13 0.88 1.14 86241 25 x 25 x 40 (46,0) (46,0) (41,4) (28,6) (28,6) (22,4) (0,52) 1-1/4 x 1 x 1/2 1.94 1.25 1.56 0.63 0.56 1.00 0.81 86242 32 x 25 x 15 (49,2) (31,8) (39,6) (15,9) (14,3) (25,4) (0,37) 1-1/4 x 1 x 3/4 1.44 1.38 1.62 0.75 0.69 1.06 0.90 g6243 32 x 25 x 20 (36,6) (35,1) (41,2) (19,0) (17,5) (27,0) (0,41) 1-1/4 x 1 x 1 1.56 1.50 1.69 0.88 0.81 1.00 1.03 32 x 25 x 25 (39,6) (38,1) (42,9) (22,4) (20,6) (25,4) (0,47) 86244 1-1/4 x 1 x 1-1/4 1.75 1.69 1.75 1.06 1.00 1.06 1.10 86245 32 x 25 x 32 (44,4) (42,9) (44,4) (27,0) (25,4) (27,0) (0,50) 1-1/4 x 1 x 1-1/2 1.88 1.81 1.81 1.19 1.13 1.06 1.43 86246 32 x 25 x 40 (47,6) (46,0) (46,0) (30,1) (28,6) (27,0) (0,65) 1-1/4 x 1-1/4 x 1/2 1.38 1.38 1.56 0.69 0.69 1.00 0.87 86247 32 x 32 x 15 (35,1) (35,1) (39,6) (17,5) (17,5) (25,4) (0,39) 1-1/4 x 1-1/4 x 3/4 1.44 1.44 1.63 0.75 0.75 1.06 0.96 86248 32 x 32 x 20 (36,6) (36,6) (41,4) (19,0) (19,0) (27,0) (0,43) 1-1/4 x 1-1/4 x 1 1.56 1.56 1.69 0.88 0.88 1.00 1.10 86249 32 x 32 x 25 (39,6) (39,6) (42,9) (22,4) (22,4) (25,4) (0150) 1-1/4 x 1-1/4 x 1-1/2 1.88 1.88 1.81 1.81 1.81 1.06 1.50 86250 32 x 32 x 40 (47,6) (47,6) (46,0) (46,0) (46,0) (27,0) (0,68) 1-1/4 x 1-1/4 x 2 2.13 2.13 2.00 1.44 1.44 1.13 2.00 86251 32 x 32 x 50 (54,1) (54,1) (50,8) (36,6) (36,6) (28,6) (0,91) 1-1/2 x 1 x 1/2 1.44 1.31 1.69 0.69 0.63 1.13 0.97 86252 40 x 25 x 15 (36,6) (33,3) (42,9) (17,5) (15,9) (28,6) (0,44) 1-1/2 x 1 x 3/4 1.50 1.38 1.75 0.75 0.69 1.19 1.14 86253 40 x 25 x 20 (38,1) (35,1) (44,4) (19,0) (17,5) (30,2) (0,52) 1-1/2 x 1 x 1 1.63 1.50 1.81 0.88 0.81 1.13 1.14 86254 40 x 25 x 25 (41,4) (38,1) (46,0) (22,4) (20,6) (28,7) (0,52) 1-1/2 x 1 x 1-1/2 1.94 1.81 1.94 1.19 1.13 1.19 1.52 86256 40 x 25 x 40 (49,3) (46,0) (49,2) (30,2) (28,6) (30,2) (0,69) TABLE E(1 OF 2) FIGURE 815 NOMINAL DIMENSIONS TFP171O Page 7 of 10 a E A FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 ANSI A B C D E F Approx. Inches Inches Inches Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) (mm) (mm) (mm) Lbs. Number (kg) 1-1/2 x 1-1/4 x 1/2 1.44 1.31 1.69 0.69 0.63 1.13 1.03 86257 40 x 32 x 15 (36,6) (33,3) (42,9) (17,5) (16,0) (28,7) (0147) 1-1/2 x 1-1/4 x 3/4 1.50 1.44 1.75 0.75 0.75 1.19 1.10 g6258 40 x 32 x 20 (38,1) (36,6) (44,5) (19,0) (19,0) (30,1) (0,50) 1-1/2 x 1-1/4 x 1 1.63 1.56 1.81 0.88 0.88 1.13 1.31 g6259 40 x 32 x 25 (41,4) (39,7) (46,0) (22,4) (22,4) (28,7) (0,59) 1-1/2 x 1-1/4 x 2 2.19 2.13 2.00 1.44 1.44 1.25 1.94 g6260 40 x 32 x 50 (55,6) (54,1) (50,8) (36,6) (36,6) (57,1) (0,88) 1-1/2 x 1-1/2 x 1/2 1.44 1.44 1.69 0.69 0.69 1.13 1.14 86261 40 x 40 x 15 (36,6) (36,6) (42,9) (17,5) (17,5) (28,7) (0,52) 1-1/2 x 1-1/2 x 3/4 1.50 1.50 1.75 0.75 0.75 1.19 1.23 86262 40 x 40 x 20 (38,1) (38,1) (44,4) (19,0) (1910) (30,1) (0,56) 1-1/2 x 1-1/2 x 1 1.63 1.63 1.81 0.88 0.88 1.13 1.38 g6263 40 x 40 x 25 (41,2) (41,2) (46,0) (22,4) (22,4) (28,7) (0,62) 1-1/2 x 1-1/2 x 1-1/4 1.81 1.81 1.88 1.06 1.06 1.19 1.50 86264 40 x 40 x 32 (46,0) (46,0) (47,6) (27,0) (27,0) (30,1) (0,68) 1-1/2 x 1-1/2 x 2 2.19 2.19 2.00 1.44 1.44 1.25 2.00 86265 40 x 40 x 50 (55,5) (55,5) (50,8) (36,6) (36,6) (31,7) (0191) 2 x 1 x 2 2.25 2.00 2.25 1.50 1.31 1.50 2.18 g6266 50 x 25 x 50 (57,2) (50,8) (57,2) (38,1) (33,3) (38,1) (0,99) 2 x 1-1/4 x 2 2.25 2.13 2.25 1.50 1.44 1.50 2.31 86267 50 x 32 x 50 (57,2) (54,1) (57,2) (38,1) (36,6) (38,1) (1,05) 2 x 1-1/2 x 1/2 1.50 1.44 1.88 0.75 0.69 1.31 1.50 86268 50 x 40 x 15 (38,1) (36,6) (47,8) (19,0) (17,5) (33,3) (0,68) 2 x 1-1/2 x 3/4 1.63 1.50 1.94 0.88 0.75 1.38 1.61 86269 50 x 40 x 20 (41,4) (38,1) (49,3) (22,4) (19,0) (35,0) (0,73) 2 x 1-1/2 x 1 1.75 1.63 2.00 1.00 0.88 1.31 1.65 86270 50 x 40 x 25 (44,5) (41,4) (50,8) (25,4) (22,4) (33,3) (0,75) 2 x 1-1/2 x 1-1/2 2.06 1.94 2.19 1.31 1.19 1.44 2.03 86272 50 x 40 x 40 (52,4) (49,2) (55,5) (33,3) (30,2) (36,6) (0,92) 2 x 1-1/2 x 2 2.25 2.19 2.50 1.50 1.44 1.50 2.37 g6273 50 x 40 x 50 (57,1) (55,5) (63,5) (38,1) (36,6) (38,1) (1,07) 2 x 2 x 1/2 1.50 1.50 1.88 0.75 0.75 1.31 1.50 86222 50 x 50 x 15 (38,1) (38,1) (47,8) (19,0) (19,0) (33,3) (0,68) 2 x 2 x 3/4 1.63 1.63 1.94 0.88 0.88 1.38 1.67 g6223 50 x 50 x 20 (41,4) (41,4) (49,3) (22,4) (22,4) (35,0) (0,76) 2 x 2 x 1 1.75 1.75 2.00 1.00 1.00 1.31 1.91 50 x 50 x 25 (44,5) (44,5) (50,8) (25,4) (25,4) (33,3) (0,86) 86224 2 x 2 x 1-1/4 1.88 1.88 2.13 1.13 1.13 1.44 2.05 86225 50 x 50 x 32 (47,8) (47,8) (54,1) (28,7) (28,7) (36,6) (0,93) 2 x 2 x 1-1/2 2.00 2.00 2.19 1.25 1.25 1.50 2.11 g6226 50 x 50 x 40 (50,8) (50,8) (55,6) (31,8) (31,8) (38,1) (0,96) 2 x 2 x 2-1/2 2.63 2.63 2.38 1.75 1.88 1.44 3.67 86227 50 x 50 x 65 (66,8) (66,8) (60,5) (44,5) (47,8) (36,6) (1,66) 2-1/2 x 2 x 3/4 1.75 1.63 2.31 0.63 0.88 1.75 2.22 86274 65 x 50 x 20 (44,5) (41,4) (58,7) (15,9) (22,4) (44,5) (1,01) TABLE E(2 OF 2) FIGURE 815 NOMINAL DIMENSIONS TFP1710 Page 8 of 10 A A I A FIGURE 820 FIGURE 830 FIGURE 719 CAP BRASS SEAT UNION PLUG Nominal Pipe Figure 820 Figure 830 Figure 719 Size ANSI A Approx. A B Approx' A Approx. Inches Inches Weight Part Inches Inches Weight Part Inches Weight Part Lbs. Number Lbs. Number Lbs. Number DN (mm) (kg) (mm) (mm) (kg) (mm) (kg) 1/2 0.88 0.15 72776 1.88 0.81 0.47 86207 0.94 0.10 86292 15 (22,4) (0,06) (47,8) (20,6) (0,21) (23,9) (0,04) 3/4 1.00 0.22 72777 2.00 0.94 0.66 86275 1.13 0.18 86293 20 (25,4) (0,10) (50,8) (23,9) (0,30) (28,7) (0,08) 1 1.18 0.33 72824 2.19 0.81 1.08 86276 125 0.28 86294 25 (30,0) (0,15) (55,6) (20,6) (0,49) (31,7) (0,13) 1-1/4 1.31 0.54 72756 2.50 1.06 1.54 86277 1.38 0.50 86295 32 (33,3) (0,24) (63,5) (26,9) (0,70) (35,1) (0,23) 1-1/2 1.38 0.68 72822 2.63 1.19 2.03 86278 1.44 0.70 86296 40 (35,1) (0,31) (66,8) (30,2) (0,92) (36,6) (0,32) 2 1.50 0.96 72823 3.13 1.63 3.15 86279 1.50 0.90 86297 50 (38,1) (0,43) (79,5) (41,4) (1,43) (38,1) (0,41) 2-1/2 1.75 1.80 - 65 (44,5) (0,82) TABLE F FIGURES 820, 830& 719 NOMINAL DIMENSIONS TFP1T10 Page 9 of 10 A _L J 1 A ll —A FIGURE 825 FIGURE 827 FIGURE 816 EXTENSION PIECE HEX BUSHING REDUCING COUPLING Nominal Pipe Figure 825 Figure 827 Figure 816 Size Extension Piece Hex Bushing Reducing Coupling ANSI A Approx. A Approx. A B Approx. Inches Inches Weight Part Inches Weight Part Inches Inches Weight Part nc nces nc Lbs. Number Lbs. Number Lbs. Number DN (mm) (kg) (mm) (kg) (mm) (mm) (kg) 1/2 x 1/2 1.50 0.20 72751 15 x 15 (38,1) (0,09) 1/2 x 1/2 2.00 0.27 72980 15 x 15 (50,8) (0,12) 3/4 x 3/4 1.50 0.22 72981 20 x 20 (38,1) (0110) — _ — 3/4 x 3/4 2.00 0.31 73982 20 x 20 (50,8) (0114) 3/4 x 1/2 _ _ __ 1.75 0.69 0.38 86772 20 x 15 (43,2) (17,5) (0,17) 1 x 1/2 1.06 0.22 1.69 0.50 0.38 25 x 15 _ — — (26,9) (0,10) 72726 (42,9) (12,7) (0,17) 86228 1 x 3/4 1.06 0.18 1.75 0.50 0.53 25 x 20 (26,9) (0,08) 72762 (43,2) (12,7) (0,24) 86229 1-1/4 x 1 1.19 0.31 72763 32 x 25 (30,2) (0,14) 1-1/2 x 1 1.25 0.53 72757 40 x 25 (31,7) (0,24) 1-1/2 x 1-1/4 _ _ _ 1.25 0.35 72764 40 x 32 (31,7) (0,10) 2 x 1 _ _ _ 1.38 0.75 72759 50 x 25 (35,1) (0,34) 2 x 1-1/4 _ 1.38 0.69 72761 50 x 32 (35,1) (0,31) 2 x 1-1/2 _ _ _ 1.38 0.62 72775 50 x 40 (35,1) (0,28) — — TABLE G FIGURE 825,827&816 NOMINAL DIMENSIONS TFP1710 Page 10of10 D D I V FIGURE 832 CALIFORNIA TEES Nominal Pipe Figure 832 Size ANSI A B C D Approx. Inches Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) (mm) Lbs Number (kg) 1 x 1/2 x 1 1.50 0.88 0.75 3.00 0.95 42000 25 x 15 x 25 (38,1) (22A) (19,1) (76,2) (0,43) 1 x 1 x 1 1.50 0.75 0.75 3.00 0.95 42001 25 x 25 x 25 (38,1) (19,1) 1 (19,1) (76,2) (0,43) TABLE H FIGURE 832 NOMINAL DIMENSIONS C �C , �1 it A BV FIGURE 831 STREET ELBOWS Nominal Pipe Figure 831 Size ANSI A g C Approx. Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) Lbs Number (kg) 1 x 1/2 1.50 0.75 3.00 0.70 42003 25 x 15 (38,1) (19,1) (76,2) (0,32) 1 x 1 1.50 0.75 3.00 0.90 42002 25 x 25 (38,1) (19,1) (76,2) (0,40) TABLE J FIGURE 831 NOMINAL DIMENSIONS GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2016 Tyco Fire Products,LP. All rights reserved. typo TEFLON is trademark of The DuPont Corporation �I Fire Protection Products